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Home My WebLink About51871-Z x TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE 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#: 51871 Date: 04/25/2025 Permission is hereby granted to: Orient Capital LLC 9 Hawthorne Rd Short Hills, NJ 07078 To: Demolish an existing single-family dwelling with deck addition as well as the existing garage,shed, and generator and construct a new single-family dwelling with breezeway to a new accessory garage as applied for per SCHD approval. Premises Located at: 26025 Route 25, Orient, NY 11957 SCTM# 18.-3-22 Pursuant to application dated 03/03/2025 and approved by the Building Inspector. To expire on 04/25/2027. Contractors: Required Inspections: Fees: DEMOLITION $1,079.00 Single Family Dwelling-NEW $3,953.00 CO Single Family Dwelling-New $100.00 Total $5,132.00 Building Inspector N TOWN OF SOUTHOLD—BUILDING DEPARTMENT % W� Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 R Telephone(631) 765-1802 Fax(631) 765-9502 https.H\vNvw.souttiol,dtoiym3Lggy Date Received APPLICATION FOR BUILDING PERMIT r " For Office Use Only � — ,bl PERMIT NO. � � � � Building inspector..... . 025 Applications and forms must be filled out in their entirety.Incomplete applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. Date: OWNER(S)OF PROPERTY: Name:Orient Capital LLC SCTM#1000-18-3-22 Physical Address:26025 Main Road, Orient NY 11957 Phone#: Email: Mailing Address:26025 Main Road, Orient NY 11957 CONTACT PERSON: Name:Constantine Rigas Mailing Address:22260 Main Road, Orient NY 11957 Phone#:917-509-8751 Email:c@dgasco.com DESIGN PROFESSIONAL INFORMATION: Name:Joseph Fischetti P.E. Mailing Address: 1725 Hobart Road, Southold NY 11971 Phone#:631-765-2954 Email:joseph@fischetti.com CONTRACTOR INFORMATION: Name:Constantine Rigas / C Design Build Inc Mailing Address:22260 Main Road, Orient NY 11957 Phone#:917-509-8751 Email:c@ngasco.com DESCRIPTION OF PROPOSED CONSTRUCTION New Structure ❑Addition ❑Alteration ❑Repair WDemolition Estimated Cost of Project: ❑Other 4DLA6e NctmP so,000 Will the lot be re-graded? ❑Yes L No Will excess fill be removed from premises? IRYes ❑No 1 PROPERTY INFORMATION Existing use of property:Single Family Intended use of property:Single Family Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes *'No IF YES, PROVIDE A COPY. Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print name): RAuthorized Agent Owner Signature of Applicant: Date: CONNIE D.BUNCH !!! { ry Public,State of New York STATE OF NEW YORK) No.01BU6185050 Qualified in Suffolk County SS: Commission Expires April 14, ,, ? COUNTY OF being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, A . (S)he is the k::�L ----------- (Contractor,Agent, orporate 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 rn 1 �j6-Ifl �� f� day of I I 1 00 Lk , 20-1�z Notary Public h"I1 0 1"'E i�i ry OWNER, AU'Q iGI!,UZAI1 IIP' .___. (See separate owner authorization 2 Building Department Application AUTHORIZATION (Where the Applicant is not the Owner) I,Sukhdeep Singh Saluja,member of Orient Capital LLC,property owner of 26025 Main Road, Orient, NY 11957 do hereby authorize Constantine Rigas to apply on my behalf to any required Southold Town departments for any and all needed permits, ..� .... _ ( ignatare (Date) (Print Name) E C E 0iD U8 �/� A�� 2M�� Main Road, _�� 1 �� e ~' '^ � ° =`� Bullftq nqpartmpnt 1,suklideep Singh Sal 'a, nnembermfOremt Capita�lLMI)Mapertyowner of 2602508��~~^~~~ Orient NY1lq57do hereby state: 'All utilities (gas and electric)serving the existing cottage shall be properly disconnected with the utility companies prior to any demolition taking place -The existing cottage shall not serve as a primary residence and shall be used for storage and occasional use prior to any demolition taking place .' SUKHDEEP jNGHSALUUA STATE OF NEW JERSEY V � :as ESSEXOOUNTY ) On April 17, 2035, before me, the undersigned, personally appeared Sukhdeep5ingh Sa|uja, personally known tonneor proved tmnmemnthe basis of satisfactory evidence tobe the individual whose name is subscribed to the within instrument, and acknowledged to me that he executed the same in his capacity,and that by his signature on the instrument,the individual,or the person upon behalf of which the individual acted, executed the instrument. WITNESS nnyhan notarial seal. /1- -' _ Dated:Ap 035 LIGHT COVER COVER '."" water linesmustI i '� #3009C TO GRADE � FINISHED GRADE HEAVY COVER#3017-C20 SDR 35 PVC P PN ER EQUIV ^„ GRATE #3017-G20 PITCHED 1/S'PER FT,MIN 6"TALL RISER#3009 Dept,suff,o,lk County 5,5, 12"TALL RISER#3009-R12 Call (631) 48 hours® ® ® ® r/ I i NDCAP TYPE ® ® ® ® / T�— -q 7=q v==q v==Q LEVELING DEVICE ® ® ® ® ® ® / �' �M a ® ® ® ® ® ® / IN o schedule inspection(s) """„ BOX SEAL, / t POLYLOK SEAL r / MIN.12"COMPACTED SAND OR #3001 TYP.40PLCSTYP r w UNDWAffR 28 Design Professional's Certification Required. PEA GRAVEL LEVELING PAD LEACHING POOL � 5 DEVIEw NITS �a`' 0. Submit P.E. or R.A. Certification For )ETAiLS 27 The Installation and Construction of the Sewage Disposal LAND N/F OF 26 X+�„y Use Form WWM-073 CASELNOVA CATHERINE TRUST �r? VACANT AGRICULTURAL LAND 27 _s 26 25 Abandonment of the existing sanitary system mus 5 conformance with the Department's requiremer Submit completed form -080 as proof 26 27 v 27 25 . 28 ��o ti" " ° 40�� E b "-` wE �PIPE 81 03' D4W � 23 0.S"S s \ 2. ��,�� ,� LAND N/F OF 2 w . r °4ww ,,�, m Flo ATHENAS SHORT BREAD .A. TIN CASTLE IRREVOCABLE TR Q u..a.. "TwCa 22 .;� DWELLING a 241 W/WELL WATER �. 26 e �� 24 EXISTING \ c .",•, � SEPTIC 20 " sdep 0 ELEV. 25. 151fl �I WELL 8 SEPGIC A"" "�', `^' DARK BROI OVER 150' / 0 �,d�c'"1� OL SILTY LOA 19 ML LOAMY SII _LING \ LAND N/F OF 'a. � ,yl r $" 22 "L 141ED<COAR; .. ^. SEPTIC ORIENT ROAD LLC ,"� Jti sr^^".�, ", 0.PE SW SAND & 1150 VACANT � d ' 6,N I STYFRAME 19 i GRAVEL v �cN1c c " 0 DWELLING / CI tlAMBER Volume( aN') E� / pq #26025 erobic P n amber 397 �...— -EGj0._ 2�� a 1� Z2 �� ✓.� / PALE / S W MED-COAR.' Pme. tN0 i ^" .: c". 2.T"N ittrati�Chamber 396 / SAND & 7blc Ca�ntact Fi ri�ation Chamber 181 r3cation Chamb 90 4 j 2,(1 / GRAVEL 1Fectln Chamber 6 ° Total Volume 1069 a� •' 4 w �, NO WATEF a ()�" DWELLING .t'". ' 17 \ LAND N/F OF GONZO HAVEN LLC ^�' � '�" 1$ SPECIFI TIONS 5°531 W/WELL WATER K. WOYCHUK Media PP PPE S S 6 AUG. 29, 202• " Hero-- bic Media PVC PepM/PE q O edl PP/PE / 1 - 3.5cfm / FRP / 4 19 ; PVC/PP/PE \ 17 OUP, �nteCF real Chlorine Tablet / Plastic/Cast on Chlorine / 18 Y DWELLING ELECTRICAL U.P.0 ION DA 7UM: NA VD88 \ / COVER STATE EDUCA710N LAW. C4" /ES OF 7Ia1'IS SURLY � \ / / PLUG °Y. GUARANTEES INDICATED NrRFe n✓ �wei i or r FUJICLEAN OWTS SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES PERMIT FOR APPROVAL OF CONSTRUCTION FOR A 1" SDR 35 SINGLE FAMILY RESIDENCE ONLY ITCH 1/8"/FT GRADE 5% MAX EL(24.3) T INV22.2s EL22.43 DAT 11/30/2024 H.S e _ _ F. N 0. R-24-1671 x INV22.1' (1) EACH � APPROVED 1 O'O 13'DEEP R/85FT LEACHING FOR MAXIMUM OF 6 BEDROOMS POOL �o =3 EXPIRES THREE YEARS ROM DATE OF APPROVAL EL 9.43 T pECT.GRt�LIND WATER EL 2.0 - Wn 1 ! ;,�e EHh Lthe Call (631) wi / on(S). a . Design Professional's Certification Required. Submit P.E. or R.A. Certification For i The Installation and Construction of the Sewage Disposal System s Use Form WWM-073 Abandonment of the existing sanitary system must be in 5 conformance with the Department's requirements. 26 Submit completed form ; I Subm M-080 as proof p 2 € PIPE y rt o o PIPE Tv S1 03 tD"E DA2+1 [ r % 23 •..: s LAND NIF OF i !D ATHENAS SHORT BREAD _ TIN CASTLE IRREVOCABLE TR DWELLING - WIWELL WATER EXISTING 20 ELEV. 25.0 �ti=� 2 SEPTIC J 101- OL IMEDAR WN 15 AM 1.01 05 ML SILT 4.0' RSE 2 SW & ` 0,VE L 6.0' i �STr/84, ?� _ SW RSE & dab 2 / EL TER 0 00 �; 17' 1_1!�� ` 20 � `�� -oi � 18 17 LAND NIF OF r K. WOYCHUK LS GONZO HAVEN LLC - ` � AUG. 29, 2024 DWELLING ' - WMELL WATER -• _ - 18 17- �0 goDWELLING ELECTRICAL PANEL U.P.f.Y 777 BRREE,aS�F[ tI� / COVER / PLUG / (THREADED) S" CIRCUIT BREAKER 30AMP OUR CONCRETEBASE CLEANOUT BOX DEDICATED CLEANOUT LECTRi SERVICE TO GRADE �•/ ADAPTER .ADAPTER - PANEL % r s° 30 DEGREE FITTING - 3�" .fit .• ! .'.,, �.. I3� I Tl CONTROL GROUND ZV PLow PANEL AIR HOSE AND SEWER LINE ELECTRICAL SUPPLY TP TREATMENT UNIT CLEANOUT DETAIL 51 1 - 5 RIGAS DESIGN /BUILD S.C.T.M.# DISTRICT 1000 SECTION 18 BLOCK 3 LOT 22 #R-24-7 671 SANITARY NOTES DWELLING 27.5 4"SDR 35 1.THE OATS INSTALLER SHALL HOLD AN ENDORSEMENT FROM THE SUFFOLK COUNTY DEPARTMENT OF HEALTH. ITCH 1/8"/FT 2.AN EXECUTED OPERATION AND MAINTENANCE CONTRACT BETWEEN THE MAINTENENANCE PROVIDER AND THE SHALL BE PROVIDED TO THE SCDHS GRADE 25.0 GRADE (24.8) GRADE 5% MAX EL(24.3) 3.PROVIDE A 2"VENT PIPE FROM THE OWTS TO THE DWELLING AND CONNECT TO THE SANITARY VENTING WITHIN THE HOUSE C/O TO GRADE THE VENT PIPE SHALL BE PITCHED TOWARD THE OATS SO ANY LIQUID WILL DRAIN TOWARD THE OWTS INV22.46 BOX INV22.26 4.AN EFFLUENT FILTER SHALL BE INSTALLED UNDER THE ACCESS COVER OF THE CEN5 UNIT ON THE OUTLET PIPE INV23.70 INV22.67 INV22.36 EL22.43 4" SDR 35 INV22.1 (1) E PROPOSED SEPTIC SYSTEM UP TO5BEDROOMS PITCH 1/4"/FT X • ' 4" SDR 35 10'0x13'DEEP C� (1)FLJICLEAN CEN7 700 GPD(OWTS) I PITCH 1/8"/FT LEACHING C� (1)LEACHING POOLS 10'00'DEEP POOL 0 (1)EXPANSION LEACHING POOL 022 45" o 0 0 0 0 0 021.65" EL 17.59 0 0 __1 0 EL 9.43 0 0 1 INLET, FUJI CEN7 SANITARY DESIGN BY: I ZJI5 7 OUTLETS HIGHEST EXPECT. GROUND WATER EL 2.0 RICHARD M. MATO A.I.A. 020.65" SANITARY INVERTS PO BOX 2284 AQUEBOGUE NY 11931 BOX ACCEPTS: TO G°RA E LIGHT COVER#3009C 2 FINISHEDGRADE MIN,4'DIA PHONE: (631)OARC79 TOP VIEW HEAVY COVER#3017-C20 SDCHED11'PERFTEQUIV. z� 2/25/25 EMAIL: RMATOARCHITECT@GMAIL.COM GRATE #3017-G20 PITCHEDllB'PERFT MIN `- 6"TALL RISER#3009 INLET 12"TALL RISER#3009-R12 � �4tif t'AFtn 23.55" K EY!~ Cisc,L,n? M T .�� NDCAP TYPE ® ® ® ® Ci`� 4,� ��• LEVELING DEVICE ® ® ® ® ® ® ' * ( M v ® ® ® wl t i+ i 'F •a BOX SEAL, •......,,„•., F 2"INCREMENT, �;t: ;• / :.rs TYP. - -c:J.;� POLYLOK SEAL 10' .✓"f~r _ ,., � > •_f•. •y•�1•/l.� 3 MIN OUNDWATER / #3001 TYP.40PLCSTYP. pN• 04186 �� •l MIN.12"COMPACTED SAND OR 28 M PEA GRAVEL LEVELING PAD OF(�(�V , POLYLOK 20"D-BOX FRONT/SIDE VIEW LEACHING POOL MATERIAL-HDPE NTS RICHARD M.MATO A.I.A.NYS LISC4041861 DISTRIBUTION BOX Polylok DETAILS / 27 R\\ s !LAND N/F OF j/ \ 26 1O 26025 Main Road CASELNOVA CATHERINE TRUST l O VACANT . . FujiCleanTM ZONED R-80 AGRICU TURALLAND 27 y �' Orient NY 11957 NON-CONFORMING -S 27 /FENp 26 Thwvnrd Clenn Water... FRONT YARD: 40' MIN / ps�0?a_ y 25 SIDE YARD: 15'MIN, 35' TOTAL e � ' SCUM BAFFLE-1B � \ .,,• .." O, iO / `6 ,. REAR YARD: 50 MINPo°\' : do, TA tZ, 2'-„Z, 2'-1' Oki i 26 // P�F �O -,RECIRCULATION / ,.,... // CIO :!?2......:...... ` \gs c� G•1\CJ��`� i © AIR LIFT PUMP 27 / // :'::...:i:.:.f•r::( 25 O / / ISINfECTION 2] / ` C OoN�O G��P CYLINDER(OPTIONAL) / T-p / �'..;...•.,.:;.. y� 4"INLET PIP "OUTLET PIPE .9's //� \C'�O ? / �' n 65.29, PIPE ��p,6P�Q \S,- 4 JA 28 '- // �� QP�\0��2 Py"•:. PIPE N St°03'40 F oaw COPG�FGOpFzS V /i i g7: q 6 ': 4S�"; '::•::' :; .: .:::::::':;•::•`'. 0.9s 23 r CP'!: 'j. .((..:r:''.:::r':'•: ..:. } ' LAND N/F OF FFLU ENT \ // 'r, u?'•' Cj\ Kd: r..:: O.TW / AIR LIFT PUMP / LL�� 2 :,A{�'...: ... \', �' :.''(�'•''' \,P• �� a= 'moo ATHENAS SHORT BREAD INLET BAFFL ® / Vv" .'.i.••'f^.. lY"``. L� .\`�;. '''i.•. .'6�.'(!.•.2 G R 2 \ O� �� \ ,� / OR.( Q Q / �, P 05tP'L` L ^ ` O TIN CASTLE IRREVOCABLE TR NEW HOUSE // '..:J.;$: `L�C .:,:.•• .� GP DWELLING © \ .:::..:.... �y WIWELL WATER 24 EXISTING `� �� O E ?: .':'•?:;>:... SEPTIC 2Ct o,. 26N�Q\e eo .o.•::::...::::.:.::.: .. ..;•. ` ' `:::1`: of/� \ ELEV. 25.0 LOW BAFFLE 3/4"AIR INTAKE �, OPl° RECIRCULATION PIP (CLEANING OPENING) B \ 4 ` TSGtN O 1�m�0 ` e "` GG P DARK BROWN FLOW OPENING(TYP PLAN VIEW DWELLING \ � � � �\ _ '..'��.�2��'�� ^1P� � 1Jor �� \55\� �� OL SILTY LOAM WELL&SEPTIC •:•'• 2 P (GV° \ / ISINFECTION OVER 150' / \1 8O LQ 8 m � �� OP O \� // / �0��\' �p� 1 0' 20"ACCESS COVER 20"ACCESS COVE 24"ACCESS COVE CYLINDER(OPTIONAL) / / mINS? P� '// ; �pQ00 ML 4.•0' (TYP) (TYP) INV LOAMY SILT - / \ �P`��F�o �`mx\3�� 4':{?" .:,:,::. / /// 22` \ 6'::':«`, `� MED-COARSE LAND N/F OF F ` g •�_'... / F \0•..� .•.\6•: SW SAND& DWELLING o MIRE / ` .... ....:�:..' :�:•:•::•:.:. O.IE 1- WELL&SEPTIC\ ORIENT ROAD LLC \ `` ��°SESO O-':.;.' O "/Y� OS FC •z..:.;,r?i''""' .";p 19` GRAVEL 6.0' VACANT e� AE "::.:22' / .6'N :•:•:••..:�1 STYFRAME'•N OVER 150' �NO p\25 °0tO°ORPN3 P\RP�Mp �// ,/ ,, 0.8 ` � ' a..':•:':•:•:::^D 6025 G.�::��. .•:{: / �r'�. / / PALE CHAMBER Volume(gal) ��E °SEaN\ °�paN .01 z P ROJ ECT TEAM Sedimentation amber 397 ---- � c°K\ /// �o `Jo �2 2 �\ �► "''`"' ' '••`.`::?2 TN .;" // c' / MED-COARSE ® Anaerobic Filtrati Chamber 396 // \ i 9 5\oE �o ••.:::::;: ••,�!r g / SAND & 3 Aerobic Contact Fi ration Chamber 181 �� 0. �° J! 0' iJp°oe \\�G / GRAVEL I \ 2 \ \ �• ::::: ::: s ® 4 Clarification Chamb 90 sy, Ppsj ✓R \ ` / / \S� its SSr\0 SO MON. / Designer/Builder 6' © Disinfection Chamber 6 N�\a ° / \\\ 0\ ON NO WATER 5•_,•• Total Volume 1069 4 LAND N/F OF o 0 P 4•_1 4 1,• �, p�✓ d: ` �20 a S� SOBS gP 18 17 17 GONZO HAVEN LLC �% \ o �0 �00" DWELLING �� E\� K. WOYCHUK L SPECIFI TIONS 3 °53 W/WELL WATER \ ��z 6 VV ® Anaerobic Media PP/ E SPK. S 65 AUG. 29, 2024 R I G AS CO Board Type Aerobic Media PVC/ P/PE \rl 18 10 22260 main road, orient ny 11957 Aerobic Media PP/PE, / \ 00 Blower 3.5cfm oil( G� 631 323 8022 Tank FRP / / c \ 19 b2 NE GpNp'pU� 17 U.P. SECTION A-A VIEW Piping PVC/PP/PE / �e' oo \ c@rigasco.com Access Covers I Plastic/Cast on / F Disinfectant(Optional) I Chlorine Tablet EV�p M�� ,9VI� P\ 18�p RO N DWELLING ELECTRICAL PANEL THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL \ / / UPS o LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS cP� AND OR DATA OBTAINED FROM OTHERS. REVISED HOUSE 02/25/25 \ / / ,�' P��PN11El � \ �p / / PG�o AREA:39,996.35 SQ.FT. or 0.92 ACRES REVISED 11/29/24 ELEVA77ON DATUM: NAVD88 PLUG VCR 7-0" UNAUTHORIZED ALTERAT70N OR ADD177ON TO THIS SURVEY IS A VIOLA77ON OF SEC77ON 7209 OF THE NEW YORK STATE EDUCA7701V LAW. COP/ES OF THIS SURLY / (THREADED) SQUARE B" MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VAUD TRUE COPY. GUARANTEES INDICATED HEREON SHALL RU(J "� \ �n / / eI; •,� CIRCUIT ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS777U7701V \ \ I BREAKER LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INS77TU77ON, GUARANTEES ARE NOT TRANSFERABLE. 205/ CONCRETE BASE ' 11. 30AMP GRADE THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPEC/F7C PURPOSE AND USE THEREFORE THEY ARE \ / U.P. CLEANOUT BOX CLEANOUTDEDICATED NOT INTENDED 70 MONUMENT THE PROPERTY LINES OR 70 GUIDE THE EREC77ON OF FENCE$ ADD17IONAL STRUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS / : :'•'' : ADAPTER ADAPTER [_J__�EUECTRICAI SERVICE TO AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY ENDENT ON THE PREMISES AT THE 77ME OF SURVEY \ \ / 12„ ;•` S:c �. �;;''•''. W HYDROACTION CONTROL PANEL •�,!f.:��;::�� 30 DEGREE FITTING SURVEY OF:DESCRIBED PROPERTY n CERTIFIED TO: ORIENT CAPITAL LLC; MAP OF: .. 1,: M (> .` XI TI h"., ,r GROUND Bo FILED: 1 e ,L € / -24 CONTROL t� \ SITUATED AT:SOUTHOLD FLOW r n. ' 'i .K c \ �f_ / / AIR HOSE AND PANEL ELECTRICAL SUPPLY SEWER LINE rowN oF:ORIENT "y`�� °" KENNETH M WOYCHUK LAND SURVEYING, PLLC \ \ ��/ / TIP TREATMENT UNIT CLEANOUT DETAIL SUFFOLK COUNTY, NE ro ona an Surveying es \ FUJIMAC AIR PUMP ON PRECAST CONCRETE PAD �.•=� �� Professional Land Sfng and Design / NTS 0 r fi!:'; .L P.O. Boa 153 Aquebogue, New York 11931 \ N1S FILE #224-102 SCALE:1"=30' DATE:AUG. 29, 2024 N.Y.S. LISiVC. N0. 050882 PHONE (631)298-1588 FAR (631) 298-1588 Scale as Noted Site Plan/Survey AREA SCHEDULE NAME AREA 1ST STY HOUSE 3,090.9 SF BREEZEWAY 80.0 SF RIGAS FRONT STOOP 30.0 SF DESIGN /BUILD / GARAGE 484.0 SF / REAR PATIO 631.9 SF � TOTAL: 4,316.8 SF Joseph i=ischetti, F.E. / N GFA N PROFESSIONAL ENGINEER j [1111D IT1 NAME AREA m IE IE IE IE I PROPERTY: 39,996.35 SF 10' LU H IMLU ALLOWED GFA: 5,099.7SF 20.7' PROPOSED HOUSE: 3090.9 SF 2/25/25 3 3 Cenernted by tir� bov;k-Web 5of twit re } Compliance Statement. The proposed building design described here is consistent with the building plans,specifications,and other 1 1/4 1 1/4 26025 Main Road C o m p I i a n�►r C �'C a`� calculations submitted with the permit application.The proposed build] has been designed to meet the 2018 IECC requirements In 1 1/4Fl 1 1/4 1 1/4 11/4 1 1/4 1 1/2 1 1/2 1 1/4 1 1/4 1 1/2 1 1/4 1 I/4 1 1/2 1 1/4 REScheck Version:REScheck-Web and to comply with the mandatory r it is listed in the REScheck Inspection Checklist. 1 1/4 LAV SINK LAV. SINK �� V Orient N Y 11957 W.C. D.W. W.C. LAV W.C.W.C. W.C. I3^ W.M. Name-Title Signature Date B H SH ER SH ER SHO ER SHO ER F.A.I. Project 26025 MAIN ROAD 1 1/2 2 40 1 1/2 3 1 1/4 Energy Code: 2018 IECC C.O.I 3 2 1 1/4 11/4 C.O. 1 1/4 3 2 2 2 C.O. Location: Southold,New York 2 C.O.I 1 1/4 3 Construction Type: Single-family 3 3 3 3 02 Project Type: New Construction Project SubType: None Conditioned Floor Area: 3,091ft2 Glazing Area 15% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: All Electric false SLOPE"1/4"PER FOOT PITCH TO DRAIN 4 Is Renewable false Has Charger false TO ASYSTE N E W HOUSE Has Battery: false 4"C.I. SEPTICC SYSTEM Has Heat Pump: false TRAP HOUSE Construction Site: Owner/Agent: Designer/Contractor: 26NROAD ORIENTIENT,,NY PLUMBING SCHEMATIC SCAJIPI:%vrnmM1•nnq.m}y+wr,..�v»xn.e.rv+s..r "M.:..t-.•x.gm,. ry.^arwvp.,-.c .w.9"•^mT'Mmwarm+","'xee»Mart�*vd+ Y' bT°I. LE: NOT TO SCALE Compliance:y 5.2%Better Than Code Maximum UA: 518 Your UA: 491 Maximum SHGC: 0.40 Your SHGC: 0.28 The%Better or Worse Than Code Index reflects how close to compliance the house Is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. '.h,h ern-q'F"Ji n'Ir',w" ar rn IongPr o--olerPri in the UA or performance comnliancP path in REScherk Each slab-on-grade a<• emhly it the srr•�fr--n llirrr4tr zone m-ISt mnn!-the minim-)m ene,gy code insulation R-value and denth requirements. P ROJ ECT TEAM: wets/,v -A,,�,nm�jm 12 2 Designer/Builder Ceiling 1:Flat Ceiling or Scissor Truss 2,187 30.0 0.0 0.035 0.026 77 57 �r Ceiling:Cathedral Ceiling 905 30.0 0.0 0.034 0.026 31 24 Wall:Wood Frame,16"o.c. 2,919 20.0 0.0 0.059 0.060 146 148 R I GAS CO Door 2:Solid Door(under 50%glazing) 21 0.280 0.320 6 7 FASTENER TYPE: SPACING: _LL Door:Glass Door(over 50%glazing) 40 0.300 0.320 12 13 No8 WOOD SCRFW 22260 main road orient ny 11957 SHGC:0.24 BASED ANCHOR WETI IV OC 21n.EMBEDMENT LENGTH Door 1:Glass Door(over 50%glazing) 122 0.300 0.320 37 39 No.10WOOD-SCREWS ® 631323 8022 SHGC:0.26 BASED ANCHOR WITH IV CC Window:Wood Frame 21n.EMBEDMENT LENGTH SHGC:0.30 249 0.300 0.320 75 80 LAGSCREW Is-oc c@rigasco.com Window 1:Wood Frame 21n EMBEDMEM ENG H SHGC:0.31 17 0.290 0.320 5 5 --- jE ® ® 3/4'APA PLYWOOD Floor:All-Wood joistrrruss 3,091 30.0 0.0 0.033 0.047 102 145 SHEATHING 1/2'APA RATED SHEATHING GRADE PLYWOOD Project Title:26025 MAIN ROAD Report date: 02/23/25 Project Title:26025 MAIN ROAD Report date: 02/23/25 (ALTERNATIVNE:7/16'O.S.B.) Engineer Data filename: m Page 1 of 2 Data filename: Page 2 of 2 ® 0 1/2'ARA RATED SHEATHING GRADE PLYW000 (ALTERNATIVNE:71W OS.B.) • ft 8WO TYPE: SPACING: Dr4 STUDS Joseph F i s c h et d, P.E. No.B WOOD-SCREW SNDS BASED ANCHOR Wmi 10,OC 1YINDOW 4LL 21n,EMBEDMENT LENGTH 1725 Hobart Road, TYPICAL WNDOW OPENINGBASED ANCHOR WTrH rNo.lDwaoo-saEws Southold NY 11971 PANEL SPAN EQUAL OR SMALLER EMBEDMENT2h. LENGTH 12'OC 631765 2954 TIAN 4 FEET 1/41n.da.LAGSCREw BASED ANCHOR WITH 16'OC 21n.EMBEDMENT LENGTH TYPICAL DOOR OPENING PANEL SPAN GREATER THAN 4 FEET NULTIMEPLYWOODASSB49UES FASTENERTYPE: SPACING: 2.2%4 DFI2 STUDS CONNECTED AND EQUAL OR SMALLER TOGETHER WTH STAINLESS STEEL No.B WOOD-SCREW OR GALW NI2ED BOLTS W/WASHERS BASED ANCHOR WITH roc THAN 6 FEETTAND NUTS @ r-W O.C. 21n.EMBEDMENT LENGTH TYPICAL MULTIPLE OPENINGS REWS BASED WOOD-SANCHOR Wml BA.EMBEDMENT WITH Vol: PANEL SPAN GREATER THAN 6 FEET 2 n.EMBEDMENT LENGTH 1/41n.dW.LAGSCREW ' - +A AND EQUAL OR SMALLER BASED ANCHOR WITH I6.00 THAN 8 FEET 21n.EMBEDMENT LENGTH WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL }aP� _.. :+ 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" Scale a s Noted 4 - AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO ra �• A+L'� t s �' �< 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 CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. a 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. I 4 HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. m y.' � � 4,. _._.--'_-.__.__.. ._ --_.__..�._.. ....._.._.._._....__.._ i ----- ��................. ........_...................._........_....._.m ....................._..........................._..................... m.::.....................,�......................................_......... ....................M_..................._...__...._._... -..., �.._..__..__._ .................... ...................._....................._ .........._......................_..._._._.,�,........---..........�.._....._............._........................_........................_........................._ . .. m .....................� .................._............. 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E. _ __ _@ ............ _ __m __---- _ ____ ___ __ __ ._ A_ I I --tC I 1 I I I .. .I....,.. .... _..._...... ..i._t _....._ i ...!__.: , I I _.i_ . i I iI l s � . . _ -.(. i.. �... ......v '... PROFESSIONAL ENGINEER I . .. I ! _ , 1 . ; TI , i �: . ' LU ILU LU I I i LU ' : 1 ; ,r I I L ! �I ; I 1 l .. ..... ._ I : -71 L ..._.. i i.._...._.. I ; _, L_TT TT 1 f I_ I I ,.r .. . - : LET' I i pj :- � l___�..... 1 -� .. _� 1..._... ... i _ i I � (.. ...�IL..._ I .'. TT 1 7 i � . I ; I - - I r....l. ; I � _ i ; i 2/2 /25 PROPOSED SOUTH ELEVATION SCALE: 1/4" = V-0" 26025 Main Road Orient NY 11957 ....,..I_... _..s+...-_.____.._..._..._.._.._...ra:m,a_._.._......._aa:._._-..............._.__......_......v�rwr........_.._..,:ma.__ .._. __:::,nm,::.__....___—r....._._._....___....____.__...,n:nana....._._...._._.awa_._. ...__....__. ...-._...._....m.._.__....__ _ NEW HOUSE : __-_ __.______________________ __ ___ _______-_____...._____..._..__.____.__. --_-___._....._ - __ __ -------------__ ._.......�:._..._.. � --=_--__��_�. __ _-_ .........._......._........._ 1. 1 _ -�----- -x- -- -- -_---- --- -- -- ........ ..... .__ _......_.._ __.... .... .._. __.__ ._ .._ ._. -___ . -._ _... ._.. __.. ..__........____........_._.... .__. .._._._.._ ..............._ ...........__.._...._...---..._.... .__._.. ... .._.....__ _..___._ ._..._. ........... .... . ..... _. .... . ... .. ..;.._.....7..:.._..:.. .........._....,..........._..... _. __...___ - Ii t i i ! t �-�- j_.�i u_�x _. i -- _ _ _ _ - r ..............................._............_....... p. ...._._.............__................................... ....... ...::: ::::...._._........... .........._.. . ......_......... .._...............-....................................._............_........................-,._.._.................. ............._....._..,�........-_...........�......._......._..._...�......_...._...........mm.................._.....m...._...... ..._.._...._.................:..........................�..._....._..._.......� ......................�_..__.._......._..-.........._........_.....m�.. �......................�.....................�....._. ........1_ ....1__ ... .... ............ 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I I 1 - _. , i I i ; ..-._I._. r ,. _,--�1 7-�'^_:"-t 7 T-•-• -T _1 _ _._i-..:....._.:. :_ _ �_.. -�` iJ .:� D s Bu i Id r ; 1_: . _._ _ ,_ - e e e : i ; : _ ❑ � I I --�-�- i ❑ I I f� i ❑ I �� i -1 +1 L� i L1 1Y ❑❑❑ ❑❑❑ ; illi__I I RIGAS CO , lil I I...... I ± � i : ��...1 I i m 22260 n y 11957 1 ; _i ; L.. �.. i_ a 631323 8022 i I I ; i: - ( - - ' Y `.... � i . r....... .. LU c@rigasco.com iii i i I i Iji f i , i i i 1 ' _� 1 1 Y T Ii1T! P Engineer PROPOSED, EAST ELEVATION Joseph Fischetd, P.E. SCALE: 1/4 — 1 -0 1725 Hobart Road, Southold NY 11971 631765 2954 RIGAS . % ° b � ` • Scale as Noted A2 ......................... .... .............................................�....................................7............ .................. ._.. ........_..._............................... .. .... ......_ _... ..� �. .-..._......_.._.... -...__. _..._... �Y — __ ._ ............ _ I i I ; 41 �I: ! 4 . — -- - — _ I : ; I I i 1 I ............... � .. _ ..._...____..-_......._._._____. ....___.._..._..____.....__.. i l 1 I I I i i! Joseph FIsch ett F.E. I I i ! i ��..�w. __—a .—_— i_ 17 _ _ ! _1 __ _ i PROFESSIONAL ENGINEER iLl IIJT i— TL I IT T- r T I -1 Tiz ! ! I I I i I i I I i i ' 2/25/25 PROPOSED NORTH ELEVATION SCALE: 1/4" = 1'-0" 26025 Main Road Orient NY 11957 NEW HOUSE _ ..............._............. _...___-_._ ------------ --._____� _..._.._. ------ _............. : �I : I , ! ..........._............... .___..______......_..__...,e.._....__._._......._......_.._.._......______.._._.......,....n_...__..—.._...._..._.___......_.._....::.. .._.._.._...__._.__......_._....:...::..._______.........__..___._.__.._________........:..__.._. _.,...:«..._... ..... ....._........................,.—,,::_. ............._.___......_ _.......,. __.._.....� ... ___..._...___......... __ ! _..__.___._. ._____-_-_.___-___..... ________.____. ___ _ ____. _.______.____._.___.___ _______�___ ________________ _._ _ i_ ! _._.___.._._.._._.__..�..__ .._.__...._....._._._...__.�__._...._._....._... ______�.__......__._...---._...�...___..�_.._...-_,.._..,.......,._.___ � r � PROJECT TEAM: _ _ ! I I I _..._. T--- --..._.. .�.._....__.__._ _.__ _ _...._ I i ner Builder Desig_ —� ! I I I I I 1' _ 1 ! I ! I i ! I ! _ - - - - S CO orient n n road 11957 ,...�.'T. : : I I 22260 mai ! L __ I I : .�. 631 323 8022 I .. ! I - ; ( III c@rigasco.com �._... i._..._._ _ .._ -h I I I I i I r : : T T i __L_a I I 1 I I �__ 1 ! _L _ L� L� _ I _mLi. E Weer i 1._ __ 1_.7 _ _ �_ I i. �r_ LU LU I I Ir ; i i�4 I � ! I I i i : - - - T — — i : . r T �_F Joseph Fischetti, P.E. 1725 Hobar t Road, Southold NY 11971 631765 2954 PROPOSED WEST ELEVATION SCALE: 1/4" = 1'-0" scale as Noted e , .' jo, A3 c B A 82'-6'�2" 22'-0" 3 8'-6'/2" 22'-011 ol -----------------------.-----------------.--------------------------- R A -, -,_ -_______-_v__Q____v__ o ____v__Q.____P___D____v__Q____P___D----- -; DESIGN /BUILD ' .• + O c v • 4- •D Vd p v • eI}'r1F7'•� vd p v • a •D vd o _i_________________________________________________________________________________-------------__---- -- --__---_ _ 1 `� p.p .• d •fie d p G '• -rr --------------------------------------------------------------------i1fI— 4 4 ----__-"- --_ - ------------------------------------------- • - _______' ____________ 1I11I1.1111 111• �,r --d_- __p __ __•" "d_-•-D�---d--." - .p •.•••, 4 1i-I " - — lilt .r - - — — — — — — — — — — — — — — — — — — — — — - - — — — — — — — — — — — — — — — — — — — — �♦ , - , 1 — — — — — — — — — — — — — — oo I11, 1 I — — — — — — — — — — — — — — — — 1 r — — — — — — — — — 1 l r v F PC-WALE'ALE' IIII v D l n l � °' L — J 16"X8"FTG L — J o° l n l °• !W O , IIII 0 1 Q I 1 1 IIII 1 ' bo III] r 1 Q ° IIII I e 1 I Ov 1 IIII e lilt �d ES lilt ' °� 38'-6t/2° �' >iiii '•° SPLAY R03U8"SHTG.Lw/ Joseph ischetti �. . f D I . 1 J IIII I DN 1 p -.• n fin i i t t 't fill ^ BLOCKING(TYPICAL) / _ fill fill 4 1 fin f FLOOR SYSTEM D . X In a. lilt •,4 .° . X fin w N .. lilt �}•,,,, , W t} (SEE FOUNDATION PLAN) PROFESSIONAL ENGINEER • IIII "' I 1 + . l ,�I111 I V x fill ^ I eq I 1 1 ^IIII I l.J `v 11-7 8 TJ1230 16"OC fin m ° fin 5/8"dia.ANCHOR BOLT Do IIII v _ I • I t D I _ milli w/3X3 SQ.WASHER,NUT 2X6 ACQ SILL PLATE ` ' ' ' �fln IIIIAII�III y fin Q d uI, p IIIIIIIIIIIIIIIIIIIIIIIIIIIIInnllllllllllllllllllllnflllllllfllll mlflnlnmllmmnmmmllinlnnonml°°I ' (2)#4 BARS TERMITE SHIELD lilt 0o a "" SLOPED GRADE CONTINUOUS av ,___uu___, D D p SILL SEAL b' •- --LLLL---• RAISED PATIO t ) ! o fill , �, , fill , AWAY FROM BLDG. 4 _ I l i l l ' ; . ; ALL FILL BENEATH CONCRETE SLABS TO BE I f l t '• e ' LALLY COLUMN OVER D ' ' ' 4 D COMPACTED TO 95%RELATIVE DENSITY •. LALLY COLUMN OVER , 4 I�l , 3'X3'X8"FOOTING w/ 3'X3'X8"FOOTING w/ ' ASTM D-689.COMPACTION TEST AS NECESSARY. D ; (4)#4 BARS EACH WAY 4 (4)#4 BARS EACH WAY , IIII , - rev un , 4 .° , lilt uLL___, r ' ' ....I ........................i '° Ilrt i 1 I IIII , i -__ I ( D. D Qo lilt #4 @12 OC D,o c f I H VERT I Q ...., D.. _ e .,w ..,,. .... .< "IIII W _ .- , °p• I I 0 3 � I11 , f ........ d 'rl l l 11- TJ1230 16"OC fill e , fin b. fill V 1 a° l7 fin I D D D lilt L°A.B -• • 0 d O v • , u � « " . . .. ........ ' HAUNCH SLAB D•' J - Ifi I In t ^l lI LU ASPHALTUM_DAMIPI�RO_OFI_N G- ---_.( OD D4 9'-0 " HAUNCH S MEMBRANE TO GRADE 2/2 /2 54 ..........._ ......................._... ......._.................... ....... . ... ........... .. ......... .......... ......... . ...... ............ .. .............. . . ....... ' <, °" to- °• 0 v °. IIII W Ir d Do d ^ Vlilt d d d w #4 @18"OCX X o: 1 IIII , ._..._____ --..._..._...... HOR. r.................... ............... ... .. .._ .......... ......._....._......_..__.........._... ............... ._......._ ...._...._... _...... O Q' .................................. ...._.. .. .. ................._._._................._._..................._........ .. ._......._ ........ .. ...........t I r......., M lilt , fill lot I 1 III ^lilt ; • ' .._._..___... .__._....._._.._.___.; •v till l f 1 ----- 10"POURED CONCRETE . � ill III IIII , 0 ' D c0 IIII lit f I I 1 n 1 FOUNDATION WALL fill . - ., .. :« JI, III Illl , D , .�.. D fill n1 oC V w ill fin 3500PSi 4 r IIII ,,, '''-' Q II, fill , ' r �.......... L..—...._....._._...1 0 ........... '._ H H___, • III L N III ,___ 1 • ____ _—�II.� • vi .�°• I lilt 1 5 f I I — 111 l ' I I l l t ( III V ^ Ill r 1 I111 I , 4 -......... ......_..-......_.__i D I lilt 1 111 J o j ,I t 1 IIII 1 ; - A ' _ _ 1/2"PREMOLDED FILLER _ M J 111 x 1 I I I ep O e a 00 - I lTt 1 rli -' W v Ill # O ( . ......__..-....... r4" T PERIMETER OF SLAB N r ' ! i-- �. . 1 lilt 1 t l 1 1 � „_r I lilt f Ili " p � Ilt . . (2)�4X11�LVL=FLUSHJ_ . ly�y; l °�• ...-i I l il t I i I r j� n ------ I fill I -i14 30 diDWEL e o• MH-- off X - •- n D IIIICONCRETE SLABzt 260�5 Main Road ' • I111 - BASEMENT 4„ •v fi n 1 t r v LALLY COLUMN OVER 11 I fill , � 0 ' , �. , • I I l lit 3'X3'X8"FOOTING w/ i l ------- . c IIII D PERIMETER DRAIN L-=n� �e •o0 oabpfit n IrPIPE P.' 444COARSE SANDOrlent NY 11957 lit (4)#46ARSEACHWAY n ------- Qrnr ) QQp •• 12iOR GRAVEL1 V_____-- � fin ^ ,,, N — II I I > (3)1-3/4X11-1/4 LVL GI DER ' ' (3)1-3/4X11-1/4 LVL GIRDER ' ' (3)1-3/4X11-1/4 LVL GIRDER ' ' (3)1-3/4X11-1/4 LVL GIRDER ' I' LL -'fill "'+t " i ,^ IIII J '' .. .< ' .a 1i 1 I 1 1 1 1 I 1 II 1 >lilt ' _ I - ---- ------ J J e- r X I - I _ .. ... 4 flll --- -- ----____�--_-_-------_-_-_-_- _-_-_- --- --- ---- ---- - -------------- --------- > tt w -! I _... - #SREBAR,CONTINUOUS - • ' IIII � 1 �___I_______________ ____I_________1_----_______________I________I____ _______________I_________I_----_______________L___ 1 J IIII ; 1 24n i 60ksi(3) ' D • Illl x , 111 , 1 I I I 1 I I f' ---'---- '� x1111 i . I .., , - - •I �- - -� IIII "' IIF • it --,---- v "lilt EGRESS LL n "" - I t n I t n , t „ , t „ , t „ w/COVE ) IL CONDITIONS WITH CLEAN Fill. GRAVE SO L 10-2 "" 10-8/4 9-9/2 9-9/2 9-9/z 9-9/2 f ------- —lilt= Rill[ I , .• C r IIII f 1 I I� IIII .• , , D 1 lilt a fit W W fl --- --- IIII .. , 4 1 " lilt f„ Q r •- --nfi---+ --fin 9'-6" IF ° Ills E ill V - O 17 " --- --- ;- fin--- ,eq o0 N ) f ,,,, I _ _ _ _ FOUNDATION WALL DETAIL #11 J � J II IIII f t , 1 0 r 1 IIII 1 > b' N __.... .. ..... ......._._.___. : IR l l ---- - O 3/4X11 7/8 LVL FLUS m; SCALE 211 _ 1 011 I 1 r I 1 IIII 1 ' 111 lit ' IIII Q ' • f,f ' IIII � + , ► 1 • X ill ' lilt 1 , • i `- --nil---' v ill `---nil---' IIII co M IIF IIII „.,. .?0 NEW HOUSE •v i;l; - 11-7/8 TJ1230 CcD16"OC lu IIII D 1 p° IIII lit M v HI II11 , 1 lilt a i1E ' ill till , I oD D nit w all f11 LU nil sri IIII D off 11l C,IIII : y,In ° fill [L Ili - --- .. _ _... ---- --- -- - - -------------- -- - - - ----Ju - � nll � •t b ' lilt l ill _ -i 1- - ill 11-7/8 TJ1230 Co116"OC V nit W V -r v' . p :d ,.y •, o,... i <. , 0,.<v . . p :4 v '. o• p °9 .p '.- 4 IIn -� .o d. • .0 �� o d V n� n' .o d9 • A 4 �ffn l •p .c � V 4 7 •v � • ^ nil V� r P , p0 .0 A • r- ill, ^ -- ------ - ------------ -------- - • -- ----- -- ---- - inn _ _ • "" 1. 10"THICK POURED CONCRETE FOUNDATION,3000 psi.HEIGHT AT 9'-0". BILCOC.DOORml.. .-_._. ......, D fill X .� i v i .� i v t ^fin -'-- - a, „l 4 4 x I I I I 4 EXTERIOR OF FOUNDATIONS TO BE DAMPPROOFED AS PER N.Y.S. 24"+12"EXTENSIONS . I l t l m D D z l i l I 11 n, , 11 RESIDENTIAL CODE WITH A BITUMINOUS COATING. = 1111 ^ < I D t •° 1 1 p ! 1 •° r 10-2 IIII 10-2 I C I - •a° t l i i e i t , e l m I I t I • bo 2. FOUNDATION TO HAVE 24"X12"CONCRETE(2X4)KEYWAY IN FOOTING. b "" o• v• """ o FOOTINGS TO HAVE 3-#5 CONTINUOUS RE-BAR.ALL FOOTINGS TO REST D lltf Q Q IIII ON UNDISTURBED SOIL(MINIMUM 3000#CAPACITY). PROJECT TEAM IIIf , ❑ I I I I IIII , 1Q I ° - H H- '+ALE FILL BENEATH CONCRETE SLABS TO BE e , D•. 1 10-0 1 e r , D•• l -fill- till '° ' t st l COMPACTED TO CTI RELATIVE DENSITY l - - ,--_______________________; ______ ----_--__----_.---a i 3. BASEMENT SLAB TO BE 4"THICK,3000 si CONCRETE ON COMPACTED FILL.AM -COMPACTION TEST AS-NECESSARY.ARY. L _-_-----_._. __ __._.._.__._ • , P 4 4 , 4 INSTALL 1/2 EXPANSION JOINT MATERIAL WHERE SLAB MEETS ADJOINING V .4 •p -. :.. v• p :4 9 '.-•o: o' . D , , . v' . :4 v �. v . p :4 s �. .D r I -°:. O. :4. : 7•-. . . v . p :4 v �. v p :4; by �. r •,v p D v •° p ° d •o .� d o p• ,o< .0 p c • e WALLS.COLUMNS MUST ALSO BE BLOCKED OUT AND ISOLATED FROM THE ._ .---_--_--_------__----- _. . ...POUR.WITH-____._ ___..__.___.__.__._____ __..____.___.____.__. REST OF THE SLAB.THE BLOCK-OUTS AT COLUMN BASES SHOULD BE SQUARE Designer/Builder ________ .1. _. .1 1 - O I I ALL FILL BENEATH CONCRETE SLABS TO BE 1 HAUN H SLAB -^a- - - T ^- - ----_. _ _m -_- - AND POSITIONED SO THAT THE POINTS OF THE SQUARE MEET THE CONTROL 1 I I I FDN.WALL I I COMPACTED TO 95%RELATIVE DENSITY I I JOINTS.CONTROL JOINTS SHOULD BE NO LESS THAN ONE-FOURTH THE 11'-41/2" 5'-011 51-71/2t1 POUR WITH M L�TM D-689.COMPACTION TEST AS NECESSARY.J Q I THICKNESS OF THE SLAB IN DEPTH.MAXIMUM JOINT SPACING SHOULD EQUAL FDN.WALL I q ,. v :, �, <7 8"PC ALL SLAB WIDTH.MAXIMUM JOINT SPACING FOR 4-INCH THICK SLAB IS TO BE NO R I G AS CO 16"X8"FTG MORE THAN 16 FEET. L — — — — — — — — J L — — — — — — — — — — — — — — — -i -------------- --____-__------------------- 4. GARAGE SLAB TO BE 4-THICK,REINFORCED w/6X6 10/10 WELDED WIRE FABRIC 22260 main road, orient ny 11957 OVER 2"(MIN)SAND ON 6"GRAVEL.SLOPE TOP OF SLAB TO OVERHEAD DOOR(S) 22'-011 13'-3t/4" 14'-011 11'-3t/4" 22'-011 FOR DRAINAGE,1/8":12"(MIN).NOTCH 2"DOWN AT DOOR OPENINGS. 631 323 8022 ---------- --- #5 VERTICLE REBARTO BE INSTALLED AT WALL @ 16"OC,INTO SLAB AND DOOR 82'-6t/z/l APRON. c@rigasco.com 5. PROVIDE 2X6 ACQ SILL PLATE UNLESS OTHERWISE NOTED.SILL PLATE TO BE INSTALLED OVER COP-R-TEX TERMITE SHIELD AND SILL SEAL. 13'-3t/2" 3'-2" 5'-61/211 6. PROVIDE 5/8"DIA.ANCHOR BOLTS AT Y-0"O.C.AND W/I 1'-0"OF CORNERS, INTERSPROPOSED FOUNDATION PLAN MINIMUM 7"I AND SPLICED JOINTS.ANCHORCONCRETE. EACH ANCHOR Engineer MINIMUM 7"IMBEDMENT INTO THE CONCRETE.EACH ANCHOR BOLT TO ----------------- ---------------.-----------_---------------- BE ATTACHED TO SILL PLATES WITH 3X3 SQUARE WASHER AND NUT. •• , . d D, d , p , , d D, d , .1 p - D, .d , p I SCALE: 1/4" = �I-011 A 7. DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE.PROVIDE BLOCKING ----------------- D B 4 ;J 8WVC-WALL- Joseph AT 8'0"O.C.(MAX.)AND MIDSPAN. F I SC ettl P.E. ° 16"X8"FTC, 8. PER R302.13 CODE,NEW FLOOR JOISTS AT BASEMENTS ONLY(NOT CRAWL • i (2)#4 BAR SPACES):UNLESS USING 2X DIMENSIONAL LUMBER OR MICROLAM JOISTS 1725 Hobart Road, Southold NY 11971 ° 3'BELOW GRADE I 1/2"SHEETROCK MUST BE INSTALLED ON UNDERSIDE OF JOISTS(WOOD-I 631765 2954 JOISTS OR STEEL JOISTS).TJI FLAK JACKET TO BE USED IN PLACE OF STANDARD l TJI WOOD-Is FOR EXCEPTION TO CODE REQUIREMENT(NO SHEETROCK). 1 i l l c ' 9. FILL VOID,BETWEEN JOISTS,AT POINT LOCATIONS. ! r I ! D• , I I � . OVERHEAD EXTERIOR 4 t t DOOR(TYP) WALL(TYP.) I 1 l • t l l EXPANSION #5 REBAR JOINT(TYP) @16"OC EXPANSION t l l 4"CONC.SLAB JOINT(TYP) , ' GARAGE MIN.1/8"PITCH Y-0"APRON 1 r t I 4"min. �� 4"PC SLAB i p "- - - �"- = — - -f DRIVEWAY +r •:7 = SCale as Note iV 10/10 6X6 WMM i (Vor 111. CV I � 1 OVER COMPACTED 1 _ � l ; CLEAN SAND OR t l e ♦ Z a� r "� ,. ",:►', 1 ' ! l , 6X610/10WWF I �. `= EGRESS WINDOW x •"'°"' �~ GRAVEL(TYP). o -' 6X6 PT (PER CODE) l 4 ; PITCH TO OH DOOR i t r - f of ' CONSTRUCT 8" ^ TO CODE 1 1 • r r ! 8' r f V t t ! P o 111, Olt* Pit 1 1 1 r Q P A i fir bt ceX f 3 i 7 1 i IG S 44"max. 1'-4"MIN. '° r GARAGE ENTRANCE SECTION ° I 3 I 1 ° f ° I TT 11 A4 ... - -- 4, ----- - - - - - ------------ -------- o SCALE /2" = 1'-011: 1 1 c a a a a - ------------------- ------------------------------------------------- 22'-0" 10 c B A 82'-6'/z' 4'-911 11'-11'/a" 5'-33/a" 38'-6'/z" 10'-11'/s" 11'-0'/2" 10, WDH210410 WDH210410 TEMPERED WDH210410 WDH210410 WDH210410 WDH210410 RIGAS - ----------------------------------------------------------------------------------------- - La (2)2X8HDR _____ _____ _____ (2)2X8HDR _ DESIGN /BUILD ° 0 o N o - r N N to Oz o Ce � BEDROOM 1'.-, Q 2X8 CJ (@16"OC x = No. 4 BATH �. x O N N V co N 4 O BATH (3 v Joseph i=ischetti, P.E. No. 1 BEDROOM m , No. l bo b PROFESSIONAL ENGINEER r_ r b RAISED MASONRY PATIO N N 3'0" 2'-0" ce i 00 L O 3 D" r n r n r n r u r n oo x — T — — 5-9 11-4 7-11'/a 7-11'/a 5-7 ; N „?o ' — — — — I10 v I I114 I I ' o o , WALK-IN CLOSET N N W -IN ; DH24210 WDH24210 WDH24210 FWG60611R FWG60611R FWG60611R No. I LOSET 2'-6^ N ' ; ; 3)2X8 HDR 3 2X8 HDR c NO. 2 I I ( ( ) (3)2X8 HDR co �/��/^ ———————————————————————————————— _————————a — — J O. 1 I �- — LJ of l BEDROOM 2'-6" 1 I o No. 3 NI Im o yl I SOLID-CORE DOOR w/ c o 00 _ THERSTRIPPING 2X8 CJ (M16"OC = �„ p N 00 KITCHEN AND DOOR SWEEP -'. N w= O d - VAULTED CEILING 7 GG N 00 VAULTED - ]� PANTRY --Q---- D N HALL i i HALL _ W BEDROOM I ------ - 26025 Main Road I = No. S I LIVING DINING -------- --------------------- WE, o VAULTED CEILING ---------- x Orient NY 11957 O N �+ N W WALK-IN W _ s'a� _ 2 0 I i -------- N CLOSET BATH N I 1 12, z 4 I I N 1 — ------------------------- 2X8 CJ 16"OC o I 1 2'-6" Y-6" BILCO D OR w/EX ENSION oo I I p N 1 Im � 11 o I I 2X8 CJ C°�16"OC NEW HOUSE e I l o � 1 ZD — — `----L — — — — — — N I IM 1 - 1 ,. 1 1 6-0" (2)2X8 HDR MUD ROOM (3)2X8 HDR WDH210410 WDH21041 BEDROOM Ce 2'-4" No. 2 LAUNDRY ° � o N 2X8 CJ 016"OC o o C z ROOM �° = o _ o `� N o = O N a POWDER °° N a ENTRY N Ce x BATH x , x x xu N ROOM N r` W o N = � I c �p %0 = N O 1 r M ' 00 W fV o (2)2 HDR (3)7-1/4 LVL HDR 2X8 HDR ' m m (2)2X HDR (2)2X8 HDR P ROJ ECT TEAM: Y-0" 6-0" AN281 AN281::: EGRESS EGRESS 3'-93/4' 6'-2'/411 4'-1 '/2" 7'-1'/2" WDH210410 WDH210410 111 ICI 7'-0" 7'-0" 5'-7%11 5'-Mv 10'-11'i2" 11'-0'/2° Designer/Builder III 111 III III 22'-o,, W W"' 13'-3'/4" 14'-0" 11'-3'/a" 22'-0" I o _------ oll 82'-6'/2'r O III01 N ----- NIII N 22260 main road, orient ny 11957 III v III 21-0" 631323 8022 III III c@rigasco.com 4 14'-10'/2" 7'-1 I11 111 01 III 111 A III III III III Y-W 1. USE 3/4"T&G ADVANTECH ENGINEERED SUBFLOORING,INSTALLED WITH Engineer (2)2X8 HDR RING SHANK OR SCREW SHANK NAILS AND SUBFLOOR ADHESIVE PER N MANUFACTURE'S INSTRUCTIONS. 2. PLATE HEIGHT AT 9'-0"UNLESS VAULTED CEILING OR OTHERWISE NOTED. PROPOSED FLOOR PLAN ' 3. EXTERIOR WALLS TO BE FRAMED WITH 2X6 DF#2 STUDS AT 16 O.C. Joseph F I sc h e l}�l.,,. R E. SCALE: 1/4" _ �-O�� 4. EXTERIOR SHEATHING TO BE 5/8"THICK FIR CDX PLYWOOD. Southold NY 11971 S 5. EXTERIOR UNDERLAYMENT TO BE HENRY BLUESKIN VP100 SELF-ADHEARED 6317 1725 Hobart Road, 2954 Ce WATER RESISTIVE AIR BARRIER.OVERLAP 3"min.VERTICALLY; 2"min. I x O HORIZONTALLY(WITH TWF AIR BARRIER FLASHING).INSTALL PER o INSTRUCTIONS AND SPECIFICATIONS PER MANUFACTURE.www.henry.com x 00 n' 6. DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE AND UNDER ALL BATHS.PROVIDE BLOCKING AT 8'-0"O.C.AND MIDSPAN. I � 7. PROVIDE 2-2X8 DF#2 HEADERS OVER ALL BEARING WALL OPENINGS 1 UNLESS OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK 1` """ - -- , ®• "": '� ' STUDS ON EACH SIDE OF OPENING.PROVIDE 3 JACK STUDS ON EACH # O ----------------------- SIDE FOR MICROLAM HEADERS. O O 8. INSTALL FIRE BLOCKING,FIRE COLLARS,CAULKING,etc IN CEILINGS 04 N '" (MAX.10'OC)AND INTERSECTING WALLS,LOAD-BEARING WALLS, ZD N GARAGE N N ,_______________________ FRAMED CHIMNEY/DUCT CHASES,VENTS,PIPE PENETRATIONS,etc. C ,, r{ Scale as Noted TOP OF WALL TO MATCH HOUSE X ' PER CODE. a 10'2'/4"+/- N 1 9. ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE 4s " " + � u� APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING , -: "" HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. z _ 10. ALL SPACED MULLS,VERTICAL OR HORIZONTAL,TO BE PROVIDED WITH R o b 2-2X DF#2 STUD POSTS UNLESS OTHERWISE NOTED. N 00 11. ATTIC ACCESS/STAIRS LOCATION TO BE VERIFIED IN FIELD WITH iv OWNER.ATTIC STAIR(OR ACCESS OPENING)TO BE MIN.30"WIDE, 1 250#CAPACITY. 1 12. INSULATATION UNLESS OTHERWISE NOTED:CEILING/ROOF:R49,EXT. 1 WALLS:R20,FLOOR:R30.EXTERIOR OPENINGS MAX.U 0.30 1 ----------------------- 13. ALL WALLS AND CEILINGS TO BE PROVIDED WITH 5/8"SHEETROCK. BATHROOMS TO BE INSTALLED WITH MOISTURE-RESISTANT (2)2X8 HDR O SHEETROCK.USE DUROCK CEMENT BOARD AT SHOWER/BATH TILE 11 R 9___ 0 iv AREAS. WDH26410 WDH26410 14. INSTALL SMOKE AND CO DETECTORS AS REQUIRED BY CODE. A5 10 22'-011 C A B 12" 12" 91L---- ---- ------ ---- ------------------------------------------------------------------------------------------------------------- --+___________��L==_ ---- ------- }� -________________• -�ILIk- -_-- '�_- ------ -i� IF-------+' �� ------ ---- ---- ---- '�-------''lu'k------- ____', - II r----------------- -,-..-..----- -----_._...iV-----' r--------------- !1 Ir ra.a.JJ_-------- --------LL---• ra__ -----�J-------_ -------..lL----� ----------------------------------------------------------------------------------------------- RIGAS I, 1 1 1 1 II 11 I' �1 F-T ' 1 11 1 1 tTy � :12' ,'oH DESIGN /BUILD 12 1 1 1 1 41 1 , 1 11 11 12 1 Ir l 1 1 II II , ' Y 11 I 1 1 ! 1 II 1 1 1 1 11 12" II 1 1 11 „oH „ r 2X8 RP.1T6"OC-'�,-----`-' Joseph Fischetti, P.E. PROFESSIONAL ENGINEER 1 Y I - 2X8 RR P16"OC Ile, I I \•9 ! 4 1 _ _ _ _____ II •_-__---------a_r_-�----__aa+ •r___ _____ T __-___ ______ ______tea r--------------------------- - - - I____-___I- _ _, 14 II -Tr�l Fes- 1 iItIF___-_-ilflk_____-il _.L---------__ - 11 1 1 1 0 \ r 1 1 --- -- N �-o 2 25 25 11 11 11 n 1 , J \ 0 12 ' I II \ W 1 I q , X oe C 1• 1 1 n1 o° 1 1 ; 1 Q >1 R ' Y ! 1 ` > 1 II I IN 1 !1 1" , 11 CO Z 1 1 1 1 I � I 1 11 ROOF OVER 1 ! , i_______ ,�______________ p ------a 11 2XI O, 1 ------- - _-__---- 11 Cr 373 __________ III 11 1 Truss Detail. 26025 Main Road 1 ! 1 n I -1-01- 5 24-01- 5 , ! - ______________a ' 1 I 1 Q 5-11-07 11-06-00 17-00-09 23-00-00 Q Orient NY 11957 I�E10F OVER ' ; I I r 1 ! , r-- --- 1 I I II 1 1 I 1 1 1 5-11-07 5-06-09 5-06-09 5-11-07 Y 1 , ----- ------------- 2X10s 1 1 ��„ 5 II 1 1 ' l�L H I k, H I ' •--------a r i t-____ a 1 1 „ 4x4 4 J r --- 12" I, r 1 1 1 1 I Q L Wa I ' r pk, °o IN OH ; M 1 1 '� , , 12 v�� 9l� F= v ```�O �, ``a' \`', 81r 18 19 •-------------_a 11 3x6. 3x6,, F Z r1 ,Q- 1Y 1 n 17 20 Ir 1 1 1 ly 1 1 '1-I ¢ 1 1 ' Y 1 " N Or 3 5 ; Y I ° o 6 II 1 1 6 I I 11 11 'L 1 1 " O co 9 _ 2X8 RR Ca1.16"OC ' Y 1 " 00 o > YI v ' r , n 5x8a 00 ----------------------- ---------- -___ _-_--__ O ' `+ _� ______ r_____� r__I_----_ ________I__________, -" _il•I-IY---_-- - �� ; 1 ; ; �� 10 8 r,:r ------- '- 1 NEW HOUSE X I I -- _ It 1 , 12 1 11 O= X411 2%411 ' o ; 2X8 RR(@16"OC 1 11 Ir I ; 1 �r`' v 1 7 I' I II ' 1 \. m a• 1 11 II 1 � 2X8 RR 16 , ! , F� ,1 r 12 1 1 � , i 2 1 1 1 1 I 3x6� 3x6c ``` ' I ' I I I 1 1 1 1 I 12 a I I I ' , ' 1 1 F=7 1! 11 55,--00,8 8 5-11-07 11-06-00 7 -06-08 23- 0-0 0 500009 22 6-05-05-15 5-06-09 9 5-05-15 5-0812 ,I Scale=1:64 3 1+ ' ''� . k Loading (psf) Spacing 1-04-00 CSI DEFL in (loc) I/defl L/d PLATES GRIP 1Z" 11 , �i'' �i' \\ �' �.O I 112„ 12" II I \ ; 11 11 II I \ 1, TCLL(roof) 30.0 Plate Grip DOL 1.25 TIC 0.71 Vert(LL) -0.14 9-10 >999 240 MT20 1971144 OH `o`� 1 PH OH ii 1 1 y �I Snow(Pf) 25.0 Lumber DOL 1.25 BC 0.70 Vert(CT) -0,31 9-10 >895 180 1 1 2X8 RR(a�1f"OC o• r r1 1 1 _ ______- F-� ____' ______ r Y TCDL 15.0 Rep Stress Incr YES WB 0.55 Horz(CT) 0.26 6 n/a n/a I • •____T--------T____a a___T,------ ,T�wa rTa �_-------------a I 11 •-_-- -a --ry fr---------a I I •-------------------�T-'-'--'-'-- -��---_a L_______ _a I 11 ---°�-------��°-° °---°!F-- - SIT---° °-----;-------- rl '' _____�I b�- T______rl d '-=== ____________�r�- -----il Ik------- ---- - 4 BCLL 5.0* Code IRC2021/TPI2014 Matrix-MS tea, ��_�_ a, . _----�i ='--- 1 -III` ---------------- BCDL 15.0 Weight:1091b FT=20'% 1 IIIQH LUMBER nl III TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 nl nl BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 WEBS 2x4 SP No.3 P ROJ E CT TEAM: n' •------ -------- nl Ili � I BRACING TOP CHORD Structural wood sheathing directly applied or n' - ------= ul k------ ---------------- _____________ -2-1 ocpurlins. 1 ILL BOT CHORD Rigid ceiling directly applied or 10-0-0 oc _-p ,,, bracing Designer/Builder ----------------------- A REACTIONS (size) 2=5-08,(min.1-08),6=5-08,(min. n1 ui 1-08) n1 N nl Max Horiz 2=-140(LC 12) _2X8 R P16"O� Max Uplift 2=-117(LC 14),6=-117(LC 15) „I Max Grav 2=987(LC 2),6=987(LC 2) III III FORCES (lb)-Max.Comp./Max.Ten.-All forces 250 RIGAS CO (lb)or less except when shown. fll , \ I11 TOP CHORD 2-3=-2392/281,3-17=-1692/133, 22260 main road, orient ny 11957 12" B 17-18=-1613/141,4-18=-1603/152, III 4 1 111 ---------------.0L--------------III----- I -----IIV II--------- r- '* 4-19=-1603/171,19-20=-1613/160, 6313238022 .- ______.__._w, c@rigasco.com -- ----_---_------ --- 1 BOTCHORD 2-10=-272/2053.5-10=-271/2025, I r_____________.___________________ ___ Y 1 „ 8-9=-112/2025,6-8=-111/2017 Y Y 1 11 WEBS 4-9=-100/1456,5-9=-630/221,3-9=-630/213 ' •----------------------- NOTES IY Y 1 II 1) This truss has been checked for uniform roof live load 5) This truss has been designed for greater of min roof live PROPOSED ROOF PLAN only,except as noted. load of 12.0 psf or 2.00 times flat roof load of 25.0 psf on 2)r ' ° Wind:ASCE 7-16;Vult=135mph(3-second gust) overhangs non-concurrent with other live loads. Engineer 1. INSTALL 2X6 DF#2 COLLAR TIES AT 48"O.C.OR AS SHOWN ON PLANS. Vasd=107m h;TCDL=5.0 sf;BCDL=5.0 sf;h=24ft;Cat. 6 This truss has been designed for a 10.0 psf bottom O „ n t tt P P P ) 9 SCALE: 1/4 = 1 -0 11;Exp B;Enclosed;MWFRS(envelope)exterior zone chord live load nonconcurrent with any other live loads. 2. ALL LAY OVER PLATES SHALL BE BOLTED TO RAFTERS WITH 1/2"DIA. and C-C Exterior(2E)-1-1-5 to 1-10-11,Interior(1) 7) "This truss has been designed for a live load of 20.Opsf Y ; ;i GALVINIZED LAG SCREWS WITH WASHERS AT EACH RAFTER. 1-10-11 to 8-6-0,Exterior(2R)8-6-0 to 14-6-0,Interior(1) on the bottom chord in all areas where a rectangle ' " 14-6-0 to 21-1-5.Exterior(2E)21-1-5 to 24-1-5 zone; 3-06-00 tall by 2-00-00 wide will fit between the bottom 3. INSTALL FIRE BLOCKING,FIRE COLLARS,CAULKING,etc IN CEILINGS cantilever left and right exposed;end vertical left and chord and any other members. Joseph F I SC 11 ettl P E. (MAX.10'OC)AND INTERSECTING WALLS,LOAD-BEARING WALLS, right exposed;C-C for members and forces&MWFRS 8) Bearing atjoint(s)2,6 considers parallel to grain value i -1 ° FRAMED CHIMNEY/DUCT CHASES,VENTS,PIPE PENETRATIONS,etc. for reactions shown;Lumber DOL=1.60 plate grip using ANSI/TPI 1 angle to grain formula. Building 1725 Hobart Road Southold NY 11971 PER CODE. DOL=1.60 designer should verify capacity of bearing surface. i II 3) TCLL:ASCE 7-16;Pr=30.0 psf(roof LL:Lum DOL=1.25 9) Provide mechanical connection(by others)of truss to 631765 2954 4. APPLY 5/8"THICK FIR CDX SHEATHING OVER ROOF FRAME. Plate DOL=1.25);Pf=25.0 psf(Lum DOL=1.15 Plate bearing plate capable of withstanding 117 lb uplift at joint I u 12° DOL=1.15);Is=1.0;Rough Cat B;Partially Exp.;Ce=1.0; 2 and 117 lb uplift at joint 6. 5. APPLY METAL DRIP EDGE OF ANY UNDERLAY ALONG RAKE EDGES AND Cs=1.00;Ct=1.10 n OH DIRECTLY TO THE DECK ALONG EAVES. 4) Unbalanced snow loads have been considered for this ._______________________ design. LOADCASE(S) Standard Il 6. USE 15#FELT UNDERLAYMENT WITH ASPHALT ROOFING. �I 1-3/4X11-7/8 LVL RIDGE I 7. ICE&WATER BARRIER TO BE USED IN ALL VALUES,RIDGES,INTERSECTIONS I' 1 •_______________________, WITH ROOF AND SIDE WALLS(TYPICAL)AND 4'PERMITER. +' B. INSTALL ASPHALT ROOFING AS PER MANUFACTURE'S WRITTEN INSTRUCTIONS. 12" I; I ; ;; USE GALVANIZED(ZINC COATED)ROOFING NAILS,11 -12 GAUGE WITH AT OH LEAST 3/8"DIA.HEADS,LONG ENOUGH TO PENETRATE THROUGH PLYWOOD. USE 6 NAILS PER SHINGLE.NAILS TO BE FLUSH WITH SHINGLES BUT NOT I ' ' 12 " CUTTING INTO SHINGLE SURFACE. "° Scale as Noted 0 1 12 a 9. GUTTERS,DOWNSPOUTS,DRYWELLS TO BE INSTALLED. r 0� 1 00 u Y N I 11 I, 1 1 11 8 y�•71#�" I i . ` a II1 _______________________ til i 1 r lip II r----------------------T,---------------_T---------------------_a I ,Az , ------' '----- R-� __- S M M M MM_ nin OH h C A6 11-7/8 LVL RIDGE R A DES IGN /BUILD 2X8 RR @16"OC 21 AAA[ M, n 91 ?91 AA Joseph Fischetti, P.E. 2X8 CJ @16"OC PROFESSIONAL ENGINEER 2X6 STUD WALL 1/2"SHEATHING o 0 IG S O UNDERLAYMENT PER MFGR. SIDING PER OWNER Ll 3/4"SUBFLOOR Lj I I (2)1-3/4X11-1/4 LVL GIRDER 11-7/8 TA 230 FJ @16"OC .a L t 2X6 ACQ SILL PLATE ti 2 2 5 2 5 b OVER SILL SEAL AND b TERMITE SHIELD '. e b, Ll r �'• .0.• 10"PC WALL O � � p� :a LALLY :a Lbti COLUMN Lb: bD b. •a � •e r r E 4"CONC.SLAB a 3'X3'X8"FOOTING w/ 26025 Main Road (4)#4 BARS EACH WAY 24"X12"FTG (3)#4BAP Orient NY 11957 ,A CROSS SECTION A -1 SCALE: 1/4" = V-0" NEW HOUSE 1-3/4X11-7/8 LVL RIDGE PROJECT TEAM: 12 8� 2X8 RR @16"OC ASPHALT ROOFING Designer/Builder #15 FELT UNDERLAY TRUSS ROO 1/2"SHEATHING (BY OTHERS) 4 �- RIGAS CO 22260 main road, orient ny 11957 2X8 CJ @16"OC 631323 8022 c@rigasco.com 2X6 STUD WALL 1/2"SHEATHING O UNDERLAYMENT Z, Engineer PER MFGR. SIDING PER OWNER ID Joseph Fischetti, P.E. U4"PC SLAB OVER 1725 Hobart Road, Southold NY 11971 3 4' SUBFLOOR STONE COMPACTED CLEAN 6317652954 STONE FINISH 11-7/8 TJ1230 FJ @16"OC FINISH FILL,w/10/10 6X6 WMM :� * .. . . . .. . . .. .. • 4"PC SLAB OVER COMPACTED CLEAN e,• r• •• °$. (3)11-1/4 LVL GIRDER " 4 FILL,w/10/10 6X6 WMM E 2X6 PT SILL 6 •.� „ "� 1 8"PC b c • SILL SEAL L • d I x Y 1 WALL ,; b� TERMITE SHIELD t. ,d% I = • d:• 1 vd L t 1G'PC WALL 1 � � DAMPPROOF LALLY �� B"PC 1 Scale as Noted COLUMN e: WALL 4"CONC.SLAB 1 :a ;L 1 — — °•p 3'X3'X8"FOOTING w/ .. 16"X8"FTG J (4)#4 BARS EACH WAY 24"X12"FTG 16"X8"FTG (3)#5 BAR CROSS SECTION B -1 SCALE: 1/4 = 1 -0 11-7/8 LVL 1-3/4X,1-7/8 LVL RIDGE RIDGE 12 2X6 CT P48"OC ASPHALT ROOFING #15 FELT UNDERLAY 12 1/2"SHEATHING 2X8 RR @16"OC R A DESIGN /BUILD 2X12 CJ @16"OC 16 Q 2X8 CJ @16"OC 2X10 GIRDER 000 [:]E][:] 000 000Joseph Fischetti, P.E. o = 2X6 STUD WALL E1E1E1 EIDEI � E11711771 �� N PROFESSIONAL ENGINEER 1/2"SHEATHING O UNDERLAYMENT PER MFGR. SIDING PER OWNER v v IG S Nv 4"SUBFLOOR (3)11-1/4 LVL GIRDER x x % 11-7/8 TJ1230 FJ @16"OC •• 00, °,• °•• •d I I 4"CONC.SLAB REINFORCED w/10/10 6X6 WMM Lb�qt:6 �� PITCH TO OVERHEAD DOO(MIN.1/8:12 PITCH) 2X6 PT SILL JJ .d b I I 8"PC WALL p SILL SEAL ibti I I rn TERMITE SHIELD •° 'o•.. I I e;�;•e aab�6 I I 16"X8"FTG 00 ti�a' LLY I I (2)#4 BAR 2 2 5 2 5 b, .d :dlb• CO UMN c • 10"PC WALL I ri �bti b�4� DAMPPROOF1 :9.. •s.s; •ale; I I .. �. aa:• 4"CONC.SLAB f•p • . �p e•p� z ° 3'X3'X8"FOOTING w/ — — — J (4)#4 BARS EACH WAY 24"X12"FTC, (3)#5 BAR c CROSS SECTION C 26025 Main Road 8 SCALE: 1/4" = V-0" Orient NY 11957 11-7/8 LVL 11-7/8 LVL NEW HOUSE RIDGE ASPHALT ROOFING RIDGE #15 FELT UNDERLAY 1/2"SHEATHING It 2X6 48"OC 2X6 48"OC ROOF OVER ROOF OVER 12 �'f 2X10s 16"OC 2X10s 16"OC Off' 12 TRUSS BY OTHERS 12 II II II �� I I� II I� I� I� II 11 11 II I� II II 11 11 PROJECT TEAM: II II II II II II II II II II II 11 11 II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II �I 11 II II II II II II 2X8 CJ @lb"OC II II II II II II II II II II II II II II II II II II II 2X8 CJ @16"OC Designer/Builder RIGAS CO 2X6 STUD WALL 1/2"SHEATHING 22260 main road, orient ny 11957 UNDERLAYMENT o PER MFGR. 6313238022 Q, SIDING PER OWNER c@rigasco.com Engineer 3/4"SUBFLOOR 3/4"SUBF OOR 3/4"SUBFLOOR 11-7/8 TJ1230 FJ @16"OC 11-7/8 TJ1230 FJ @16"OC 11-7/8 TJ1230 FJ @16"OC = � (3)11-1/4 (3)11-1/4 LVL GIRDER (3)11-1/4 ;d LVL GIRDER LVL GIRDER Josep Fischetti, P.E. c • 2X6 PT SILL b` 1725 Hobart Road, Southold NY 11971 SILL SEAL TERMITE SHIELD 631765 2954 c, ° e, 10"PC WALL . LALLY �E LALLY LALLY DAMPPROOF 0 �F t OLUMN COLUM OLUMN t oo b b p� b, • 4"CONC.SLAB 4"CONC.SLAB :d . . :a . . . .. . . .. . . .. .. . . .. . . .. . . .. . . . .. .. . . . .. . . .. .. W. .. . . .. . . . .. . . . .. . .. . . . .. . . . .. . .. . .. . .. of ••d !'Pity' !'P�`�• !'si'. !•P•�� !•�P�r'�• '� !'P��• !•P�� Pf ,. .�' . Scale as Noted ° •• 3'X3'X8"FOOTING w/ 3'X3'X8"FOOTING w/ 3'X3'XB"FOOTING w/ 24"X12"FTC, (4)#4 BARS EACH WAY (4)#4 BARS EACH WAY (4)#4 BARS EACH WAY (3)#5 BAR CROSS SECTION D �. r. 8 SCALE: 1/4 = 1 -0 A8 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 o • BOTTOM PLATE o RIDGE • HEADER LEDGER BATHTUB 6��' DOUBLE JOIST DESIGN /BUILD SIDEWALL RAFTER JACK STUDS FLOOR USP NUMBER DESCRIPTION APPLICATION 1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS ANCHOR TO FOUNDATION W/ ANCHOR BOLTS T 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 LOC 2ND. ADS5 ATION USP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR p}}. HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP ALL OPENINGS LSTA12 1-1/4"x12" 20ga. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20go. STRAP APPLY OVER RIDGE TO EACH RAFTER2x6-2x8 JOIST DIRECTION WITH (2) JOISTS. UNDER WALL. Joseph FISGhetti, F.E. ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH LS26 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE HE FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LS210 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER BLOCKING ®24"OC PROFESSIONAL ENGINEER WALL STUD THROUGH-ROOF EXHAUST VENTS SELECTED AND LOCATED BY CONTRACTOR METAL STRAP CRICKET AT TOP-SIDE OF VENTILATION CHANNEL RIM BOARD CHIMNEY AS REQUIRED RAFTER SILL PLATE(S) WALL SHEATHING RAFTERS MAINTAIN I VENTILATION SIDEWALL FLASHING WOOD JOIST FOUNDATION TOP PLATE BLOCKING FINISH WALL AND MOISTURE 0 H 2x4 LEDGER BLOCKING STAPPING TO BE ATTACHED TO WALL STUDS ®48"OC BARRIER TO LAP FLASHING 2x4 SOFFIT JOIST AND ALL WINDOW/DOOR OPENING JACK STUDS AT WALL -- MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A FASCIA BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER INSTALL 4'0" O.C. THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER 2/2 5/2 5 SHALL BE COVERED WITH CORROSION- ONTIN. SCREENED VENT 4" - 8" LSTA24 1-1/4"x24" 20go. STRAP AND JACK STUDS RESISTANT METAL MESH WITH MESH ON ALL OPENINGS PROVIDE HEMMED EDGE AT OPENINGS OF 1/4 INCH IN DIMENSION. j ONTIN. SOFFIT / EXT. PLYWOOD INSTALL 4'0" O.C. FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTION APPLICATION AND SO AS TO MAINTAIN AIR SOFFITED EAVE 8" - 14" LSTA30 1-1/4"x3O" 18go. STRAP AND JACK STUDS GAP TO PREVENT CAPILLARY " CONNECT TO ON ALL OPENINGS / ACTION 4" - 6" RAFTER RT10 10-3/4 x 18ga. TYDOWN ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND INSTALL 4'0" O.C. ROOF VENTILATION / OVER BEARING WALLS AND HEADERS " 8" x 20 8" - 12 RAFTER RT20 21-1 o. TYDOWN ANCHOR CONNECT TO 14" - 16" LSTA36 1-1/4"x36" 18go. STRAP AND JACK STUDS ,' � � � / g EACH RAFTER SOFFITED EAVE DETAIL ON ALL OPENINGS KEEP ROOFING NAILS OUT OF FLASHING 2ND. FLOOR WALLop PP PP ROOFING LAPS BASE ' FLASHING 4 INCHES RAFTER 26025 Main Road BASE FLASHING WRAPS CORNERS, RIDGE CAP OF SAME EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING SIDES 4 INCHES AND LAPS NAILED TO SHEATHING Orient NY 11957 SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT WOOD JOIST TOP PLATE SIDE WALL FLASHING GIRDER/HEADER 1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS @48"OC WOOD JOIST AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION D AND RAKES PROVIDE HEMMED EDGES SO RAFTERS _ AS TO FORM DRAINAGE CHANNELS AND INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION 4" - 8" LSTA36 1-1/4"x36" 18go. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED KEEP SHEATHING MIN. 1-1/2" ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH ON ALL OPENINGS RIDGE VENT FOLDS CONNECT EACH FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR. INSTALL 4'0" O.C. RAFTER/PLATE RT15 TYDOWN ANCHOR RAFTER TO PLATE OVER RIDGE TO AIR PASSAGE IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS 8" - 16" MSTA48 1-1/4"x48" 16ga. STRAP AND JACK STUDS CONFORM TO SLOPE TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR CONNECT OVER OF ROOF NEW HOUSE PLATES TO EACH STUD DBL. SILL PLATE O TERMITE SHIELD I r SUBFLOOR SILL GASKET WOOD JOISTS ' NEOPRENE CON,-. SLAB GASKET x8 CONTINUOUS TYP. CONC. FOUNDATION ( � _ DAMPPROOF EXTERIOR ° V� - `� ; ' BOL EDTO STEELBEAM WIT 6 ML. POLY PLATE 6MIL POLY ON EXTERIOR V GRANULAR FILL , , ° V STEEL COLUMN a ' `� 1/2 " DIA. BOLTS ® 48" ox. STAG. A ° d I ' C D, D e ROOF JACK CONC. SLAB ' �° �� ' STEEL BEAM e° e n ANCHOR BOLT EMBEDMENT: ` PROJECT TEAM. D V COMPACT FILL POURED CONCRETE: 7" 4 / " x1 4" x 8" STEEL p V A D BLOCK WALL: 15" ` I TOP AND BOTTOM PLATE ROOFING LAPS % ° 4 ° FLASHING AT ' WITH 1/2" x 6" ANCHOR BOLT KEYWAY FOOTING e V �` /,,a �. a CONC. FTG. `p Q'a G D' SIDES AND TOP Designer/Builder ANCHOR BOLT CONNECTION USE WITH 3x3 SQUARE WASHERS `� 1/2" GROUT o (USP LB PS58 OR B P583) %% p REINFORCING BAR I I 3" STEEL COLUMN DRAIN TILE ANCHOR BOLT CONNECTION FOUNDATION 5/8" DIA. ANCHOR BOLT I I I SUPPORTING MAXIMUM SPACING FLASHING LAPS ( 10 KIPS ) SILL PLATE TO FOUNDATION ROOFING AT BOTTOM R I GAS CO CRAWL SPACE OR FOUNDATION) 1 STORY 72" OC SILL PLATE TO FOUNDATION TYPICAL BEAM DETAIL 22260 main road, orient ny 11957 TYPICAL C FOUNDATION. APPLY PILASTERS MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG. CRAWL SPACE OR FOUNDATION 2 STORIES 36" OC STEEL / BOTTOM BEARING WHERE NEEDED FOR STRUCTURAL BRACING. 6313238022 ALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57" OC SLAB-ON-GRADE ROOF JACKS & VENTS DETAIL C@rigasco.com SUBFLOOR CONC. SLAB I DOOR FRAME 6X6 10/10 WWM COMPACT FILL ' DOOR USE � G JOIST Engineer USE 2X8 STEEL BEAM FOR B LOC KOUT • 4" SLAB Joseph FischeW RE ' P.T. PLATE �` W/ 6X6 WMM \ SLOPE • ' 1/2" AIR SPACE 1 <1 ° e• 4"DRIVEWAY —� NOTCH JOIST AND ADJUST HEIGHT ,- 1 �" ; Southold NY 11971 < �— (WITH A NAILING PLATE IF NEEDED 1725 Hobart Road _ AT ES D ANDOFWOOD D'Q D D D ° e' , :• ° , TO BE APROX. 1/2" OR HIGHER THAN 631 765 2954 GRADE �'� __n""�--T------& ° • . BEAMS I e e • .° ° STEEL BEAM TO ALLOW FOR SHRINKAGE o � �- - _ _ O (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) 12" x D �,c nD D 6X6 W.W.M. �•°- -� •e — �,0 r° s D I I I I i I II I °Q Q ' D'°e D°•0 MIN. g .e e ^ �'4 �'A �'� e NOTCH BEAM FOR MUDSILL IF REQUIRED -- MAXIMUM O e A —SUB FLOOR '" •6 n ° REINFORCING BAR NOTCH EQUALS 1/4 DEPTH OF BEAM • . 'A REINFORCING BAR e , OIST DRAIN TILE I� •�I •e d° SHEET METAL / 30# FELT UNDER BEAM AT POINT I ' � n 0° Oa a STEEL BEAM 12 OF CONTACT WITH CONCRETE OR CONC. BLOCK =fff=fff-fll_ffT_fl� T 3" PLATE (BOLTED TO BEAM) TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. ° �A SHIMS TO LEVEL BEAM REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. 3" MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR B LOC KOUT Scale as Noted BEAM POCKET A, �., kapl el fA9 NAILING SCHEDULE GENERikL NOTES WIND FRAMING NOTES 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 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 TOE-NAIL BUILDING HEIGHT (SEE PLANS) 1). The information within this set of construction documents is related to basic design 2). RAFTER-TO-WALL ASSEMBLY: TOP PLATE 10'WALL: 4-8d COMMONTOTAL SQ. FT. OF CONSTRUCTION (SEE PLANS) ) intent and framing details. They are intended as a construction aid , not a substitute Lateral framing and shear wall connections for rafter, ceiling or truss to top plate shall be in CEILING JOIST 8'WALL: 3-8d COMMON EACH TOE-NAIL DESIGN CRITERIA (UNIFORM CODE) 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 g y P g g P P FRAMING ELEMENTS AS PER FLOOR PLANS, CROSS SECTION, DETAILS, AND GENERAL NOTES State building codes. The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN LIVE LOAD(PSF)R301.5 DESIGN DEAD LOAD(PSF)R301.2.2.2 ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS R301.7 construction details and procedures to ensure a professionally finished, structurally the to the wall stud with uplift connections. Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM - SBC LAP NAIL UNINHABITABLE ATTICS(NO STORAGE) 10 EXTERIOR(LIGHT FRAME)WOOD WALLS 15 RAFTERS GREATER THAN 3:12 PITCH L/180 RIGAS sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE UNINHABITABLE ATTICS(STORAGE) 20 EXTERIOR(LIGHT FRAME)STEEL WALLS 14 (NO FINISHED CEILING) OVER PARTITION WFCM - SBC LAP NAIL HABITABLE ATTICS AND INTERIOR(LIGHT FRAME)WOOD WALLS 10 INTERIOR WALLS AND PARTITIONS H/180 2). The General Contractor is responsible for ensuring that all work and construction 3). WALL-TO-WALL ASSEMBLY: 30 meets current federal, state, 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 ATTICS WITH FIXED STAIRS INTERIOR(LIGHT FRAME)STEEL WALLS 5 FLOORS L/360 DESIGN /BUILD 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) L/240 GUARDS AND HANDRAILS 20o accordance with table 3.3. TO RAFTER END NAIL SIP WALLS 10 ALL OTHER STRUCTURAL MEMBERS U240 3). Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END GUARD IN-FILL COMPONENTS 50 VEHICLE GARAGES(R301.5) PER 20 SQ. IN. 20001bs EXTERIOR WALLS(PLASTER,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) L,/600 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 Joseph i seh ettiP.E. 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) anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE 2 - 16d COMMON FOOT SEE NOTE: 1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION PROFESSIONAL ENGINEER 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 DE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE SIDE 6). The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5). TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO INTERSECTIONS EA. SI FACE or exceeds manufacture's specifications and applicable codes. Type 1 exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior 2 - 16d COMMONEGRESS 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 STUD O.C. NAIL Sym.: �� HEADER TO 16" O.C. FACE FIRE PROTECTION 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 gypsum wallboard on the interior attached with 5d cooler nails at 7 o.c. at panel 16d COMMON SMOKE &CO2 DETECTORS ® CARBON MONIXIDE ALARMS TO COMPLY WITH R315 NYS. such as bookcases, shelving, pantry, closets, trims, etc. edges and 10" o.c. in the field shall be in accordance with the length requirements specified HEADER ALONG EDGES NAIL in table 3.15a-b. TOP OR BOTTOM 2 - 16d COMMON PER 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 COMMONPER 2x6 STUD NAIL ENERGY CALCULATIONS 2020 ENERGY CONSERVATION CONSTRUCTION CODE NYS 19 NYCRR PART 124 6).TYPE II EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: FOUNDATION NOTES: Type Il 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. FOOT SEE NOTE: 1,2 1). The General Contractor and Mason to review plans, elevations, details and notes to END JOIST OR BLOCKING GROUND WIND SEISMIC FROST WINTER ICESHIELD determine intended heights of finished floor(s) above typical grade. FLOOR FRAMING: FLOOD 2). All footings to rest on undisturbed (virgin) soil. NAIL NAIL HAZARDS / / 7), INTERIORSHEARWALLCONNECTlONS: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED 2 2 5 2 5 interior shearwalls are used. Sheathing and connections shall be in accordance with JOINT DESCRIPTION NOTES QTY. SPACING MODERATE SLIGHT TO 3). Provide 1/2" expansion joint material between concrete slabs and abutting 2.4.4.2 and 2.2.4 respectively. JOIST TO: PER TOE 20 PSF 130 B SEVERE 3 FT. TO HEAVY MODERATE 17 NONE - concrete or masonry walls occuring in exterior or unheated interior areas. 4- 8d COMMON 8). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL, TOP PLATE OR GIRDER JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: 4). An new concrete walls being attached to existing concrete structure shall Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE y g g 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. 3 5 SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES BLOCKING EACH TOE 5). Unless otherwise noted, all slabs on grade to be 3000 p.s.i.. Concrete to be TO JOIST 2 - 8d COMMON END NAIL 4' PERIMETER EDGE ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 6" O.C. SEE NOTES: 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) 6" maximum lifts (layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL NOTE: 2 FOR PANEL FIELD 6). Crawls aces to be provided with a minimum 18"x24" access opening. Install one 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 26025 Main Road P Pattached with the above requirements. TO BEAM 3 - 16d COMMON JOIST NAIL 8x16 cast iron foundation vent for every' 150 sq. ft. of area. DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3 - 8d COMMON PER TOE NOTES Orient NY 11957 7). Dampproof exterior of foundation with bituminous coating as required by current TO BEAM JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. N.Y.S. Residential Construction Code. p, 6-mil polyethylene film shall be applied over 1). Unless otherwise noted, all framing material to be #1 ACQ pressure treated lumber. BAND JOIST PER END the below grade portion of exterior walls prior to backfilling. All fasteners, hangers and anchors to be galvinized or stainless steel. TO JOIST 3 - 16d 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: 2 - 16d COMMON PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. 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. F HEATH 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches o.c. 1). All framing techniques and methods as prescriptive design of current SBC High Wind 3). Posts supporting girders shall be anchored to a 12"x12"x12"thick concrete footing. JOINT DESCRIPTION NAIL NAIL 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 2). Unless otherwise noted, all framing and structural wood material to be#2 + BTR. below grade. Porches with covered roofs shall have 12" dia. concrete piers for the girders. STRUCTURAL PANEL gd AS PER TABLE 3.8 framing members with 0.42<G<0.49, the nail spacing shall be reduced to 3 inches o.c. Douglas Fir. 4). Deck joists to have blocking at 80 o.c.. WFCM - SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: CEILING SHEATHING: SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES NEW HOUSE 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 g g QTY. SPACING 4' EDGE ZONE 8d COMMON 6" O.C. d COMMON 12" O.C. SEE NOTES: 1, 3 ( BOTH FIELDS) where needed. @ °� NOTE: 2 FOR PANEL FIELD 4). Unless otherwise noted , all bearing wall headers to be (2) 2x10#2 + BTR. Doug. Fir. GYPSUM 7" O.C. EDGE Bearing wall headers to have (2) jack studs and (2) full length studs on each side of all WALLBOARD 5d COOLERS 10" O.0 . FIELD INTERIOR ZONE 8d COMMON @ 6" O. . 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 6). Concrete piers shall be a minimum 6" above grade. openings. Bearing wall window sills shall also have (2) window sill plates for 2x4 wall WALL SHEATHING: NOTES 7). All joists to be supported with hangers and anchors. Each Joist shall also be anchored openings between 41 and 60 and 2x6 wall openings between 511 and 8'9. Provide fire to girder(s). JOINT DESCRIPTION NAIL NAIL and blocking where applicable. THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. g pp QTY. SPACING 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL AS PER TABLE 3.9 5). All flush beams/headers to be installed with heavy duty galvanized hangers and 8d COMMON 1). For wall sheathing within 4 feet of the corners, the 4 foot edge zone attachment requirements shall PLUMBING NOTES PANELS WFCM - SBC be used. anchors where applicable to all connecting joists. 7/16" OSB 3" O.C. EDGE PROJECT TEAM PLYWOOD 6d COMMON 6" O.C. FIELD 2 . 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 ) Tabulated 12 inch o.c. nail spacing assumes sheathing attached to stud framing members with Floors to have ceramic the installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM T O.C. EDGE G>0.49. For framing members with 0.42<G<, the nail spacings shall be reduced to 6 inches o.c. on plans. WALLBOARD Sd COOLERS 10" O.0 . FIELD Designer/Builder 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 rioted (typical). 3). If wall studs, plates or joists are cut out during installation for any plumbing related work, NAIL NAIL R I GAS CO provide adequate bracing and plates to protect and secure the structure. Vera JOINT DESCRIPTION 8). Dormers running up roof rafters are to be supported by double rafters on either side P q g P P Verify with the QTY. SPACING 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. where applicable unless otherwise noted. state code and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS 6"O.C. EDGE 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. 22260 main road orient ny 11957 8d COMMONEGRESS OPENINGS MIN.5.0 SQ GRADE FLOOR 3).INSTALL 1-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. HVAC SYSTEM NOTES 1" OR LESS 9). Provide blocking/bridging in floor joists at 8'0 o.c.. Use solid blocking in floor joists 1 112" O.C. FIELD 1 (5.7 SQ.FT.2ND.FLOOR) 631323 8022MIN.44"SILL-AFF under all bearing walls. ) p g pp safety NOTES: NYS Residential Code R302.11-FIREBLOCKING REQUIRED c@rigasco.com 1 Mechanical subcontractor is responsible for adhearin to all applicable codes and safe Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) requirements. NOTE: and to form an effective fire barrier between stories,and between a top story and the roof space. 10). Provide insulation baffles at eave vents between rafters. Install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO IF CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY Fireblocking shall be provided in wood-frame construction in the following locations. needed. 2). HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. EXISTING CONDITIONS. MINIMUM 3000#CAPACITY. 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor equipment supplier. levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 Engineer 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 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. SOIL COMPACTION: using parallel rows of studs or staggered studs. 3). HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6 on-center at the panel edge. If wall sheathing Contractor and owner for final review and approval. is nailed 3" on-center at the panel 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. Joseph F I sc h et{.,l I, P.E. adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed ELECTRICAL NOTES: shear capacities, nailing requirements for structural REMOVE AND ADD ADDITIONAL FILL AS NEEDED. members shall be doubled, or alternate connectors, 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces 1725 Hobart Road, Southold NY 11971 over subfloor as per manufactures instructions. such as shear plates, shall be used 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 631 765 2954 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 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 per foot. INCLUDING SUBFLOOR,IS COMPLETE. 14). All roof with a pitch less than 4:12 shall be installed with an Ice&Water barrier or 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 EXTERIOR FIBERGLASS COLUMNS TO BE HB&G be installed with a foam sill gasket and crop-r-tex termite shield or approved equal. OR APPROVED EQUAL.INSTALL WITH CAP Scale a s Noted AND BASES.USE WITH FLASHING CAPS TO COVER TOP Al 0