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HomeMy WebLinkAbout51283-Z OF SO(/ryo� Town of Southold P.O. Box 1179 io 53095 Main Rd 00uxrt? Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46121 Date: 04/22/2025 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 14065 Route 25 Mattituck, NY 11952 Sec/Block/Lot: 140.-3-27 Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 08/26/2024 Pursuant to which Building Permit No. 51283 and dated: 10/16/2024 Was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: Additions and alterations including a front porch replacement and rear stoop to existing single-family dwelling as applied for. The certificate is issued to: 14065 Main Rd LLC Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: ELECTRICAL CERTIFICATE: 51283 4/11/2025 PLUMBERS CERTIFICATION: AutlqLl Signature ,of Sn&Tyo6 TOWN OF SOUTHOLD BUILDING DEPARTMENT • �a 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#: 51283 Date: 10/16/2024 Permission is hereby granted to: Douglas O Massey PO BOX 228 Mattituck, NY 11952 To: construct new foundation under house and to reconstruct front porch and rear stoop to existing single-family dwelling as applied for. Premises Located at: 14065 Route 25, Mattituck, NY 11952 SCTM# 140.-3-27 Pursuant to application dated 08/26/2024 and approved by the Building Inspector. To expire on 10/16/2026. Contractors: Required Inspections: Fees: Foundation $250.00 Single Family Dwelling- Addition&Alteration $111.25 CO-RESIDENTIAL $100.00 Total $461.25 Building Inspector o��oF so�ryol � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G_ • Q Southold,NY 11971-0959 '� a OWN BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: 14065 Main Rd LLC Address: 14065 Main Rd City: Mattituck St: NY Zip: 11952 Building Permit#: 51283 Section: 140 Block: 3 Lot: 27 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Custom Lighting of Suffolk License No: 38893ME SITE DETAILS Office Use Only Indoor r: Basement I✓ Service F7 Solar F Outdoor 1771 1 st Floor C✓ Pool r Spa Renovation 2nd Floor Hot Tub Generator r Survey nP, Attic (— Garage Battery Storage INVENTORY Service 1 ph W' Heat Duplec Recpt 20 Ceiling Fixtures• 4 Bath Exhaust Fan Service 3 ph r Hot Water GFCI Recpt Wall Fixtures 2 Smoke Detectors 4 Main Panel 200A A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower Range Recpt 50A Ceiling Fan Combo Smoke/CO 4 Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors Disconnect Switches 11 4'LED 7 Exit Fixtures Other Equipment: Fridge, DW, Oven, W/D, 200A Panel 54 Circuit/ 24 Used Notes: AS BUILT NO VISUAL DEFECTS " Service, Basement, Kitchen Moved, 1st FI - Bathroom & Smokes Added Everywhere Inspector Signature: X Date: April 11, 2025 Sean Devlin Electrical Inspector sean.devlina-town.southold.ny.us 14065Main RdAS BU I LTElectric ho��OF SOUTyo� # * " TOWN OF SOUTHOLD BUILDING DEPT. cou�m� 631-765-1802 INSPECTION . , ] FOUNDATION 1ST/.REBAR [ ]- ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN ATION/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;. G4AiL wl/ DATE lorvl<1 - INSPECTOR / pF Sol/IyO� * TO N 20-"30 UTHOLD BUILDING DE 631-765--1802 I .NSPECTION [ ] FOUNDATION.1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ . ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION j ]- FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE.VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: DATE' L INSPECTOR SOOIyO ./ 2- ! ( � L� �' l Pam" - - * ' !TOWN OSOUTHOL D BUILDING DEPT. . y , 631-765-1802 INSPECTION ' [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE'RESISTANT PENETRATION- ELECTRICAL,(ROUGH) `[ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ]]_"PRE C/O [ ] RENTAL REMARKS: 4 Jd d sr "" J - DATE INSPECTOR FIELD INSPECTION REPORT DATE COMMENTS r�„ -N� FOUNDATION (1ST) -------------------------------------- DO FOUNDATION (2ND) G H ROUGH FRAMING& O PLUMBING \AY+ V (I�j W INSULATION PER N.Y. STATE ENERGY CODE � r FINAL ADDITIONAL COMMENTS !- -� c !o!•As- etE�-"-r c -W �o �- s o `b'A Q � b x H x d r� b H l TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax(631) 765-9502 https://i",vw.southoldtownny.gov Date Received APPLICATION FORBUILDING E mill' For Office Use Only D EC WE PERMIT N0. � Building Inspector: MAR 2 2025 i Applications and forms rriust be filled but in their entirety incomplete !'j y Opp lica ygns u, not be accepfed where the App1jc4nt is not:tWe owner„an Building Department Owner's Authorization form(Page 2j shall Ise campJeterJ Town of Southold Date:3.11.25 WNERS}{�F=Pf2OPE)RTSf ���'�' IN a Name Ben Doroskl Lf O �AA w1 U L SCTM#1000 140 3 27 _ .._ w...., n .... .. Project Address:14065 Rt 25 - Mattituck, NY 11952 Phone#:631.484.6481 Email do'roskirealtv@qmaii.com Mailing Address: GaN7ACT PEhSQIt s s � - Name:Ben Doroski Mailing Address 830 Monsell Ln - Cutcho ue, NY 11935 Phone#:631.484 6481 Email doroskirealty.@qmaii.com kiPRQFESSIONALINF4RMATlON , ., Name Zackery E. Nicholson, RA ,Mailing Address 1250 Evergreen Drive - Cutchogue, NY 11935 Phone# 631 5136589...... .... _. .... , .. ... Email ZENlc_........_ so hol.. n.Arch@. gmall c ..._ .._. ... , _. .. r..,,.._: .._ o__._.m_.�.__--- .----- a� , 1'C?R,a. a - kx C{�NTRANF4R1lATlON �� <a Name Mailing Address: Phone#: Email:- DESCRIPTION OF PROppSEDaCQNST,11=0N A F X. ......,-.m..<. ❑New Structure ❑Addition ❑Alteration RRepair ❑Demolition Estimated Cost of Project: ❑Other $ Will the lot be re-graded? ❑Yes ®No Will excess fill be removed from premises? ❑Yes ®No 7 1 77 �» PROPERTY INFORIIAATI©N F � Existing use of property Sin le Famll DWellln Intended use of property Sin le Family Dwelling,.. _._._...... . ..._ 9 ._....v...... .Y..,, ._ ._ ....9 9 Y ...__w9._... Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R 11 10 this property? ❑Yes MNo IF YES, PROVIDE A COPY. +Check Bo 'After heading The owner/contractorfdesip-orofessi6naltsresponsiblefcralldrana�eandskarr water5ssuesasprovldedby Chapter 236 of the Town Cade APPLICATION!S NEitEBY MADE to the Bu Idmg4tepartment far the�ssuanee:of a Budding'Pon it"",pursuanita the Buiidmg Za»e O,rdinance�of the Tawn of 5adthold�Suffolk�County,New Park and other applicable laws,Ordinarises ar t egulatians iar the ccsnstructian of buiidin&, acldihons, Iterattans`or far removal ar demalman as herein described Tote applicant agrees to comply with,atp applicable laws,ordinances,building Cade,a M housing code and reguiat to ad4ntt authorrced mspacta s orkprem64s and in buildings}far necessary inspections False statements made t►ere►n are punishabI e s a Cias"4 misdemeanor pursuant tc Section 210 45 0 the New Yark State hai La�Fr s F p F .. >, 2. .. Application Submitted By(priiat );Benjamin Doroski MAuthorized Agent BOwner Signature of Applicant( CONNIE D.BUNCH Date _. . afy-Pub11c,'State of'New'York _.. _....,.. .. No.01BU618505o STATE OF NEW YORK) Aualifled In Suffolk County SS: Commission Expires April 14,204: COUNTY OF ) being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me t(his\ day of is n of t V {Ql/AA .20 61-D Notary Public PROPERTY OWNERAUTHORIZATION (Where the applicant is not the owner) I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 a � o� COS TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O.Box 1179 Southold,NY 11971-0959 Telephone(631) 765-1802 Fax (631) 765-9502 hops://www.southoldtownny.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only ;.D CIE �V � PERMIT NO. Building Inspector: Applications and forms must 6e filled out in their entirety.Incomplete' AUG 2 6 o.Q24 applications will,not be accepted': Where the Applicant is not the.owner,an, Owner's Authorization form(Page 2)shall be completed ]BUILDING INEPT. Date:g.1 6.24 TOWN _ F SOUT11017- -OWNER (S)OF PROPERTY: Name:Doug Massey & Jennifer HatfieldI SCTM#1000-140.-3-27 Project Address:14065 Main Rd. Mattituck Phone#:631-526-8223 Email:douglesm@gmail.com Mailing Address:same '.CONTACT PERSON:.,, NaIme:JOan Chambers Mailing Address:PO Box 49 Southold NY 11971 Phone#:631-294-4241 Email:joanchambers10@gmail.com DESIGN PROFESSIONAL,INFORMATION: Name:Lou Schwartz Mailing Address:7 Ridgewood St, Bay Shore, NY 11706 Phone#:(631) 410-6838 Email1tiderunnereng@gmail.com 'CONTRACTOR INFORMATION; Name: Mailing Address: Phone#: Email: DESCRIPTION`OF PROPOSED CONSTRUCTION ❑New Structure ❑Addition ❑Alteration ®Repair ®Demolition Estimated Cost of Project: l]Other Raise house, new foundation,new covered entry deck,floor and wall repair $ Will the lot be re-graded? ❑Yes RRNo Will excess fill be removed from premises? ❑Yes WNo 1 a 'PROPERTY.INFORMATION'` Existing use of property:resldence Intended use of property:residence, Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to RO & R40 this property? ❑Yes B No IF YES, PROVIDE A COPY. 1 Check.Box After"'Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236•ofthe Town Code: APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of theTown.of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of.buildings; additlons,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing codeand regulations and to admit authorized inspectors;on,premises and in buildinglsi for necessary inspections.False statements.made herein are Punishable as aClass A misdemeanor pursuant to Section220.45 of the New York Statefenal'Law. Application Submitted By(print name):J o a n Chambers B Authorized Agent ❑Owner Signature of Applicant: Date: 08/03/2023 CONNIE D.BUNCH STATE OF NEW YORK) Notary Public,State of New York SS: No.01 BU6185050 COUNTY OF ) Qualified in Suffolk County Commission Expires April 14,2CQq �O&tj ( fiW 02S being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the &6,eT (Contractor,Agent, Corporate Officer,etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief,and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this p+(J4 + day of ,20� E �Vv 6(4�n ,��.-i Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) I, 2)D 0CG(kS (► V69 residing at I Q- 66 S rA A t nj RD M do hereby authorize J DA_r1j CtMP Q ii��kS 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 SufEat BUILDING DEPARTMENT- Electric I pector TOWN OF SOUTHOLD 2025 o - Town Hall Annex- 54375 Main Road B '�I 1 o Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 5®pepavtment iamesh(aDsoutholdtownny.gov - seand(cD_ outhoTl ' rfi�'� Id APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: j /a 95— . Company Name: bTS N-c L- ' Electrician's Name: License No.: Elec. email: C L 6 5 S- o Elec' Phone No: 63( qq 6qg I ❑I request an email copy of Certificate of Compliance Elec. Address.: Pa -&,x ) G 7&- M,4-4-i tL� cv, J JOR SITE INFORMATION (All Information Required) Name: /4 0o a (ZC L L C . Address: (y0(oS-- 1v114t-X 1-D-4 Cross Street: Phone No.: Bldg.Permit#: I `a,V-tl) email: Tax Map District: 1000 Section: N140 Block: '�'5 Lot:A, BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square Footage: O Circle All That Apply: Is job ready for inspection?: YES ❑ NO Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES ❑ NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: 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 F1N Additional Information: PAYMENT DUE WITH APPLICATION 1p b (2-e c- 10c, l BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD =° Town Hall Annex- 54375 Main Road - PO Box 1179 v' Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 jamesh@southoldtownny.gov— seand(aD-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: 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: Address: Cross Street: Phone No.: Bldg.Permit#: email: 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❑ NO ❑Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES❑ NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals 1 2 M H Frame 0 Pole Work done on Service? DY N Additional Information: r PAYMENT DUE WITH APPLICATION PERMIT# Address: �. Switches Outlets . J GFI's Surface Sconces, H H's -` L UC Lts Fridge I HW POOL Panel Fans Mini Fr. W/D Pump Exhaust Oven5b,- Sump Heater Trnsfmr Smokes DW �_ Generator Salt Gen. ' Water Bond Carbon ' Micro GrbDis Lights Heat Pucks ERV HOT TUB/SPA Inst Hot DeHum Transfer Disc Combo Cooktop Minisplit Blower AC AH Hood Blower Service AmP Have�"1 Used � Sub Amps Have Used Comments" 0/1 S.C.T.M. NO. DISTRICT: 1000 SECTION: 140 BLOCK: 3 LOT(S):27 LAND N/F OF MARTIN FINNEGAN N 73°52'30"E __ 140.23_0.5'N IRON PM EL 27.0 IRON PIN ' GATE 6'CHANLINK FENCE EL 27.6 1.6 i <x, LAND N/F OF CHARLES J ZAHRA LAND N/F OF AMY M GREENBERG EL 28.9 EL 26.2 PIPE-„-„_ ZONE R40 J�pP iG00 �•'iO��N ZONE RO w 6'ST dkE FENCE EL 25.6 7 ZONE R-40 EL 25. i" MCN, EL 28.2 IRON PIN ,3'E ZONING BOUNDARY S 74°22'00"W 74.31' ZONE RO -0. 0.9w LAND N/F OF I58'S JOSEPH GRATTAN I z y _0 7.4' O\ EL 26.8 ':SHED m N EL 25.5 FE 22.4' 95 6,STO(XADEY FENCE 1.4'{i 2.2' _ LAND N/F OF ELIZABETH FICNER ::•° :•::: FF 15.8' SANITARY Q I x+! E 26.3 LAND N/F OF - DAVID DERIDDER I PIPE 0.4w GRAVEL w F DRIVEWAY U y EL 26.6 EL 26.4 z` 1.0'E 4 :: s:::::s. 11.8' CONC. STOOP .. •. ..:..• WOOD of };i:i•r.:::•.:�::ti� STEPS BRIO( 2 STY FRAME ii:::• PATIO :DWt1LING;Y:;;1.1 r .6W ATE EL 26.6 0.9w o i=:iitiicFiti2 N L 26.4 41 CO•. WOOD o I - / w.M. 413.68' EL 26.2 EL 25.9 IRONPIN SIDEWALK, HYD.U.P. S 74 18'10' WGRAVEL 0u.P. S 72037'00"W TC 26.1 -__ 25.6 TC 25.5 20.94' .V. WATER MAN ._.._._. MAIN ROAD THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL LOCA77ONS SHOWN ARE FROM FIELD OBSERVA71ONS AND OR DATA OBTAINED FROM OTHERS EDGE OF PAVEMENT ELEVATION DATUM: NAVD88 AREA:36,593.43 SQ.FT. or 0.84 ACRES crup. pu.p. UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SEC71ON 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF 774IS SURVEY MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS777U77ON LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE EREC77ON OF FENCES, ADD177ONAL STRUCTURES OR AND 0774ER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE S7RU&7`URES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT 774E 77ME OF SURVEY SURVEY OR DESCRIBED PROPERTY v y� �r 7:. CERTIFIED TO: JENNIFER HATFIELD; r 1 DOUGLAS MASSEY; MAP OF: FILED: 17 F E B 2 8 2025 SITUATED AT-MATTITUCK TOWN ORSOUTHOLD r>,u g � f, �:'4{:�:;=•'' KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK i >:"`" '" ' " `' "' Professional Land Surveying and Design P.O. Bog 153 Aquebogue, New York 11931 FILE #223-47 SCALE:1"=40' DATE: APRIL 28, 20234" 4 PHONE (631)298-1588 FAX (631) 298-1588 N.Y.S. LISC. NO. 050882 NOTE: NEW SIMPSON JOIST HANGER ON ALL JOIST TO (J GIRDER CONNECTIONS EXISTING BRICK FOUNDATION REMAINING IN GOOD CONDITION AM NDM NT ._.._.I_T..d_i.-;..'._I_T_L-1 r.1.�_4_.j!._..:_7...T_t_._1._ 1 ��.,_-t.__L i..�,.t_f_t-r..�_.�.r1�.1�.-1..1 ..r 1.-.i. t ._t.._t.-__1-_..1.- ..I-.� ._L -I.- ZEN DESIGN �l� ;_ U 1250 EVERGREEN DRIVE tt CUTCHOGUE,NY 11935 -A $-1 24'-51/2" �_-( PHONE:63i513.6589 SIMPSON MTSM12 j -7 4SONRY SRAPPING -1 ;1--------------------------------- EXISTING FRAMING These plans are copyrighted and ore subject to copyright ElProtectlonm pe'mc7lteeluml wom'u mber,1.10o of the �v --*—_,------'_-----------.---- as World —� —— r — s pmondM December 3990 and known EW P.T.SILL PLATE —I looludes,but Is hot cppyxmlladtght then Aallfann as a was �' Y l' ti. r I I I he mtheo engament aM eammpositbn olapaces and elaments of I J i >T , O' I EXISTING I I I -------- - ---------� FOUNDATION i hoe represented, unauthorized 11Inthetnaeawam. I work rn orbulldin on legally resuhma ecerary of y, I construction to=Dadorb/or mormtory N SHELF compensation to iBd l)ESICN LLR 0 I I NO. ISSUE DATE W �I EXIST.2"x7"JOISTS I % , I I 01 AS BUILT 02.23.25 1 I L EXIST.4x6 GIRDER I I i ��C�Lu @ 24"O.C. NEW 3"DIA d I ; LALLY COLUMN MI ONi 24x24x12 > I C IEJ FOOTINGS ZUP I I ;, EXIST.2"x7"JOISTS ! I I I a a N N �I @ 24"O.C. L_{--- _I @ y I 1 to X 1 N I I N { ( I W I I � -1- UNFINISHED { BASEMENT I NEW 8 BLOCK FND.W/ :.-.-. _ .. #4 REBAR 24"O.C. ON NEW 8X16 FOOTING I k N El (3)#4 REBAR i i N BRED A a IN EXISTING STUD I I I Q p x. WALL. UNDERPINNED WITH NEW 24"Wx12"D FOOTING I •,; i `^ 4.4 �• OQ ----- ----------- J El N i L 1 _•I- ! r I I I I EXISTING —1-4" FOUNDATION I DOROSKI j SHELF = EXISTING PORCH = RESIDENCE W + I I + STRUCTURE TO REMAIN �? I I i 14065 MAIN RD. > - I 18 BLOCK FND.W/ MATTITUCK NY 11952 i i I 1000-140-3-27 -�- LINE OF EXISTING PORCH #4 REBAR 24"O.C. SCALE: i/ae r-0e (-' r I v`; JEW 8x16 FOOTING r a.r 1.1..._I _I.t_j..__rJ_ r r...i I i ' T 1.I..I_.>_, J._�_.-�_a._,.Lr.1 I ( >` .<S 1,t>xx C. ! .>k> t%>� yA1 x, �,x X� s: I ❑ ❑ : DATE: 02.23.25 x >:, (3)#4 REBAR "' I > l ) t I DRAWN BY: Z.E.N. VEW POURED SLAB ------------ BASEMENT xi .x .,.., r .._4�. ------ FOUNDATION ------- f `'', ' REPAIR PLAN Clot-st� A AI_Atl r F E B 2 8 2025 . 11t.5tt a. . 4 aA-soo ��: ,:,,, A`, V,A APPROVED AS NOTECIZ. DATE' B.P.# 0(0 L FEE BY: NOTI UILDING DEPARTMENT AT 631-765-1802 8AM TO 4PM FOR THE p FOLLOWING INSPECTIONS: �+= 1. FOUNDATION-TIAIO REOUIREQ FORPn,.Y-,��f"�r��•vc�RET�= EXIST. INSULATION ��- f� 2. ROUGH— FRA-."IING& PLIJIv 'ING 3. INSULATION ICA 4. FINAL-CONSTRUCTION MUSH s BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE 30'-1 1" y REQUIREMENTSOFTHECODESOFNEW EXISTING 2ND FLOOR FRAMING TO REMAIN YORK STATE. NOT RESPONSIBLE. FOR REPAIR AS NEEDED. t s—. DESIGN OR CONSTRUCTON ERRORS 20'-10" 10'-1" CL METAL ROOFING INSTALLED AS PER u__v WINDOW WELL AS PER MANUFACTURER'S INSTRUCTIONS = EGRESS CODE. 9 SO FT MIN. & NOTE:FRO SYNTHETIC UNDERLAYMENT COMPLY WITH ALL CODES) OF F CLEARANCE IN FRONT of EGRESS wlNDow ALL DIMENSIONS MUST BE VERIFIED PRIOR TO NEW YORK STATE &TOWN CODES EGRESS WINDOW TO CODE SETTING FORMS. THE NEW FOUNDATION WALL AS REQUIRED AND CO DITIONS OF ANDERSON 400 SERIES MUST BEAR DIRECTLY UNDER THE EXISTING 2X8 RAFTERS ANCHORED TO HOUSE FRAME W/ VINYL WINDOW FRAMED WALLS OF THE EXISTING RESIDENCE. LRUZ SLOPEABLE HANGER SOUf{HO�OTO^J/NZ5�A AIp 2'W437/8"x3'-5-3/8" RO PORCH ROOF RAFTERS ANCHORED TO BEAM W/ SOnOLD VVN PLANNIN"n n",� SILL NOT TO BE MORE THAN 44" ABOVE SLAB. H2.5AZ HURRICANE TIES OR EQUIVALENT. SOR0 TOti%IN TRUSTEES REMOVE EXIST. CHIMNEY N.Y.S. C r- - - - - - - - - -1- - -{- - - - - - -- -- - - - - -- -- - - GUTTERS & LEADERS TO DRYWELL ON PROPERTY F_ SO ri00HPC I ° 1 • I _ - __ _ - _ _ _ - - - SCREENED & VENTED SOFFIT riD I F - -- - - - - - - - - - - -- - - - - - - -- - - - i — L _ - - _ — _ - - _ = ^_' I ( 2 ) 2X10 GIRDER ATTACHED TO POST W/ - SIMPSON LPC POST CAP OR EQUIVALENT. - I 8"x 108" POURED CONCRETE FOUNDATION WALL I r j ON 16"x8" POURED CONCRETE FOOTING. #4 HORIZONTAL REBAR @ 24" OC & I I I I #4 VERTICAL REBAR @ 36" OC IN WALL "'(� '� 1{, I 3-1/2'xl-1/uous#4 AT FOOTING FTG. EXISTING CLAPBOARD SIDING TO REMAIN ��� CUPANC OR i i f I : ! 4" MIN. TAMPED GRAVEL I I REPAIR AS NEEDED US E IS UNLAWFUL 15 MIL VAPOR BARRIER A I 4" POUR. CONC. SLAB. I I ALL EXISTING WINDOWS TO REMAIN WITHOUTC RTIt-ICA-i I I (3) 1-3/4"x9-1/4" 2.OE MICROLAM LVL REPLACE EXIST. ` IT. I 2 DIA. STEEL 1OUR. CONC. FTG. F- EXISTING FRAMED WALL TO REMAIN INSULATION AS (OF OCCUPA C REPAIR AS NEEDED NEEDED !._ I 1 (3) 1-3/4"x9-1/4" 2.OE MICROLAM LVL -1 1 ! °` I R- 15 1 3.5" DIA. STEEL POST ` I 24"x24"x12" POUR. CONC. FTG. 4X4 STRUCTURAL PORCH POST l� rL,r.0 1C�AL I ; EXISTING 2"x8" FL. JOISTS @ 16" OC. �" I I ANCHORED TO PIERS W/ f1, ,^aPECiTI®NJ RGQU'RED I EXISTING FLOOR JOISTS TO BE RE-USED IF THEY ARE I SIMPSON PPBZ PORCH POST BASE EXAMINED AND FOUND TO BE SOLID AND SOUND. � ` I ' I °. ! 5 � I '•� ( W/ 1 " STANDOFF & EPDXY COATING ADD NEW R-28 vlEssMAN 20ow ;• 102,,0005 BTU I _ I INSULATION @ ' ( VGAS FIRED ENTED TO ROOF I I 2X10 ACQ LEDGER BOLTED TO HOUSE FRAMING0 FLOOR JOISTS I - - -- r I W/ 3/8" EPDXY COATED SCREWS W/ ANCHORS �- - EXISTING RADIATORS TO BE RE-USED I I n I- - - - - - - - - - - -� f- - -+ � - - - - - - - - - -� ' ! @ 12 OC STAGGERED. ��. • ,- - j _I 2 ) 2X8 ACQ GIRDERS ANCHORED TO EACH POST W/ / (z) 1-3/4"x 11-r/a' 2.OE MICROLAM LVL a ( ! ( 2 ) 1 /2" GALVANIZED BOLTS ANCHORED TO 3.5" DIA. STEEL COL. TYP. iv ON 24%24"x12" POURED CONC. FTG. Lu / NOTE: zz I ! ( ALL DIMENSIONS MUST BE VERIFIED PRIOR AL �O I ! 2X6 @ 16" OC DECK JOISTS TECO TO GIRDERS SETTING FORMS. THE NEW FOUNDATION WALL LO MUST BEAR DIRECTLY UNDER THE EXISTING p pLO j I FRAMED WALLS OF THE EXISTING RESIDENCE. Lu Q I I r � O f I 16"x8" GALVANIZED w� VENT TYP. o m uj ° I I N 14" DIA. CONC. PIERS SET AT 36" MIN. BELOW FIN. GRADE I I (3) 1-3/4"x9-1/4" 2.0E MICROLAM LVL _j 0o I ! N I ON C20RZD %0,3'POUREDSCONC.CFOTGS.L. TYP. x �o I ! LOWER EDGE OF SHEATHING,SIDING AND SILL SHALL BE ! ao A MIN. OF 8" ABOVE FINISHED GRADE INCLUDING MULCH. I 1 M \ \ REPLACE EXISTING BASEMENT STAIRS NOo I I I I \ W/ NEW FRAMED STAIRS TO CODE. w oQ \ PROVIDE HANDRAILS EACH SIDE.. p 1 ( INSTALL LSTA 18 GALVANIZED UPLIFT STRAP W/ 4-8d(0 ( I zz COMMON NAILS EACH END @ EACH STUD. 1 ~� r- -- - - - - -I I SILL PLATES SHALL BE 2X6 ACQ & BE INSTALLED L o I — - - - -- - - - - -I Ww -I- - - - - - - - - - ABOVE A SYNTHETIC FOAM GASKET & TERMITE SHIELD I� I IF - - -I ! I I INSTALL 5/8"x 12" "J" SHAPED ANCHORS BOLTS @ --------------I I r- -' -- -I I I 4'-0" OC & A MAX. OF 12" FROM ALL CORNERS. Q BOLTS TO BE GALVANIZED OR STAINLESS STEEL & ( F_- BE INSTALLED IN THE CENTER OF EACH PLATE & >�wm ry RETAIN STORM WATER RUNO F I I BE FASTENED WITH 3 x3 WASHERS & 3/ 16 BOLTS. PURSUANT TO CHAPTER 236 ! ! • I I o Gr THE TOWN CODE. 1 N 8"x 108" POURED CONCRETE FOUNDATION WALL o_ ------------ ON 16"x8" POURED CONCRETE FOOTING. � --- PI.q, I #4 HORIZONTAL REBAR @ 24" OC #4 VERTICAL REBAR @ 36" OC iI I 3- 1 /2"x1 - 1 /2" KEY AT FOOTING LO 'I' ( 2 ) CONTINUOUS #4 REBAR @ FTG. I• _TI 2X10 ACQ LEDGER BOLTED 4i HOUSE FRAM EXTERIOR OF FOUNDATION WALL TO BE SEALED W/ NE O ________ - -- - -- - --- --- -- -- - -- - - O � _. __. - 'JJG I 2) 2X8 FASTENED TO LEDGE I I Q I k I I A WATER PROOF TAR MEMBRANE PRIOR TO BACKFILL O / W/ 3/8 EPDXY COATED SC�t WS W/ ANCHORS W/ SIMPSON LU28 TYP. @ 1 2" OC STAGGERED. O lj EII exterior lighting / / I 4X4 STRUCTURAL PORCH P��T I I I I ANCHORED T( PIERS W/ 2x6 DECK JOISTS TYP. //// I I SIMPSON P BZ PORCH POSJI AT NG E I I @ STAIRS LAB in installed,replaced or / / PORCH ROOF DECK & FOUNDATION SECTION (2) 2X8 GIRDERS TO repaired shall conform / I i I I I I 4X4 POSTS W/ (2) 1 S p to Chapter 172 ff I {{ GALV. CARRIAGE BOLTS t FO 770OB p I I I { I 2X8 TRIMMER f . 112 _ O AR�FESS��\`P� ------- L-------- -------- --------- — of the Town Code 14" DIA. CONC. PIERS SETA 36" MIN. BELOIV RN. GRADE 1 5/4x6 WOOD DECKING - 5'-10-1/2" -54" -54"- -54" 2X12 ACQ LEDGER BOLTED TO HOUSE FRAMING W/ 3/8" EPDXY COATED SCREWS W/ ANCHORS 2'-6-3/4" 1'-3" @ 1 2" OC STAGGERED. FOUNDATION PLAN & 35'-9" 2X6 ACQ DECK JOISTS @ 16" OC TECO TO LEDGER & ANCHOR TO ( 2 ) 2X 12 SECTION ACQ GIRDER W/ HS TIE TYP. IJ FOUNDATION PLAN GIRDER IS ANCHORED TO 4X4 ACQ 1 /4" = 1 '-0" POSTS ANCHORED TO 14" DIA CONC. L PIERS TO 36" MIN. BELOW GRADE 8 . 5 . 24 L I REPLACEMENT STOOP DETAIL ; SCALE AS NOTED 112 = 1 - 0 1 JOAN CHAMBERS L - -- -1 (631 )294-4241 �ay V 0 Ln 30'-1 11, {u 44 20'-10" AFTER HOUSE IS PLACED ON NEW FOUNDATION PROVIDE A NEW WOOD FRAMED STOOP @ ------------------ REAR ENTRY. rn W <ER PWD. RM. O O U U BATHRM. #2 13'-0" -9" 2'-8" 3_1„ 1 '-7" BATHRM. #1 ollit li ( Z SIN W - I ir 1 KITCHEN �' LL Lo in I ji 0 it0 NII I _ zQ ''I I lIti!I WBEDROOM #2 HALL 81„ 2 .fPANTRY co r) 4 I WIi I LLJ II I I II cwQ I I��' O I BEDROOM #1 J BEDROOM #3 zo O U 0 coDINING ROOM LIVING Room 3'-6" -3" L LL M N 20'-7" 14'-2" x cr U_ � I U) __ II \\ - w I HALL -- rn CLOSET of -- --------------- I � III I 0 co U Z I` o r : Cf) BEDROOM #4 0 2X8 ROOF RAFTERS TYP. 1 N -9' W 13'-4" N HALL LIVING ROOM r N � 0 13'-4" 2 Lu O I ' W " I I �., r Lo CLOSET CD I I O - — — ---- — — ( I NE —-------------EXISTING PORCH & ROOF TO BE REMOVEb, REPLACED C�✓- 2X8 RAFTERS ANCHORED TO HOUSE FRAME W/ - -LRUZ SLOPEABLE HANGER -_-" ---- ------- � -------------------- r j _ ( I I j, � �P PORCH ROOF RAFTERS ANCHORED TO GIRDER W/ H2.5AZ HURRICANE TIES OR EQUIVALENT. ( til (2) 2X 10 GIRDER ATTACHED TO POST W/ lam- -- -- - ----------------SIMPSON LPC POST CAP OR 77006 REPLACE EXISTING PORCH ROOF A�2 5'-10-1/2„ _54„ _54„ _54„ EXISTING 1'-3" 7'-0" 20'-1" 4'-10" FLOOR PLANS 35'-9" FIRST FLOOR SECOND FLOOR 8 . 5 . 24 1 /4" = 1,_O„ JOAN CHAMBERS (631 )294-4241 . , C: GENERAL NOTES TABLE R602.3(1) INSTALL CROSS BRIDGING @ 8'1 MIN. MINIKM LION LM-AD LOADS AS PEER AS=I-DS � W 1. All work shall conform to the requirements of the 2020 Building Code of N.Y. FASTENER SCHEDULE FOR STRUCTURAL MEMBERS .: SIMPSON STRONG TIE CS STRAP State, County and Town Department Regulations, Utility Company requirements and LOI AT EACH STUD AND RIM JOIST best trade practises. C011-fPCNENT rX FRFJWAAE AWA40RS MAMPACrJ11I 6Y 2. Before commencing work the Contractor shall file all documents required by the NUMBER AND k (Ps!) slhINSMSTRONS-TIE GCWECTORS Building Department, pay all fees regLired by local agencies and obtain all required DESCRIPTION OF BUILDING ELEMENTS TYPE OF FASTENERS SPACING OF FASTENERS ! .No.LStSMIL�10 OR permits. Ci Ir 1 L I N 6 5 `4 115MVAllATE%0!Ell LA4=TOI 3. The Contractor shall visit the site and verify all dimensions and the existing USE 5/8ILO "BEARING PLATES AT GC GTION Yet R/1FTL DO PHUT conditions affecting the work prior to construction. Any discrepancies which would 63YP JOISTS TO SILL OR GRIDER,TOE NAIL 3-8d EACH 5/B"DIA.x 12"ANCHOR BOLT interfere with the satisfactory completefion of the work described herein shall be u' BOLT SPACED 6'-0"O C. fUMOC'MiE ANC_+60R5 MAPRlPAGTtJl l reported to the architect or property ovner. Do not start work until such conditions /S•} �?.O a 12"FROM EACH END 59MPSON SrRON I�C �T0Fl R 1"x 6"SUBFLOOR OR LESS TO EACH 2-8d MOM No.LSTA24 OR A1'4°R0V"E have been examined and a course of action mutually agreed upon. Failure to notify S AD & ANPI )✓ ? .... 9Wh(ALJDM AT EMERY RAFTER TO RIB the owner or architect of unsatisfactory conditions will be construed as an acceptance JOIST,FACE NAIL 2 STAPLES,1 3/4" - .1.. C40NN 710N tit R 5 AUON of the conditions to properly perform he required work. C O dal E: 1Z I N 15 J, R O O r .A N €'? W A L"_ FLOOR JOIST BRIDGING 4. All work is to conform to the dravings and specifications of the architect and WALL STRAPPING & SILL PLATE ANCHORS engineer consultants. 2"SUBFLOORTO JOIST ORGRIDER,BLIND AND FACE NAIL 2-16d ASPHALT aP'IN'S-ES 20 �•- 5. The Contractor is to maintain a complete and up to date set of plans on the 16d OY"P.� Il SFI:ATHiNG I/:2•4t`. lob site at all times SOLE PLATE TO JOIST OR BLOCKING,FACE NAIL 16"O.C. r,,,,,, 20 6. The drawings are not to be scaled under any circumstances. PL"1'WI (per 1)2-in.) 1,6 7. It shall be the Contractor's responsibility to ascertain all prevailing procedures TOP OR SOLE PLATE TO STUD,FACE NAIL 2-16d including storage and toilet facilities,prctection of existing work to remain,access to R1611;` INSILLATION, I/2"It1. I 1 work area, hours of permitted work,availabilily of water and electric power and all ,3-8d 2-16d STUD TO SOLE PLATE,TOE NAIL s other conditions and restrictions for thi; particular location in order to execute the SINS-PLY SillK�cTa .PR �l �..�". �'i,�til'I I; 0.7 work in a careful and orderly manner with the least possible disturbance to the public. 10d 24"0 C TOP PLATE 8. The Contractor shall make the neccesary arrangements to utilities and services DOUBLE STUDS,FACE NAIL SITUP* MOLL, eS T•H P 5I1�P°AC.3- 1._. TYPICAL LCCC5 CONNECTOR temporarily disconnected while performhg the work as required. CONNECTING A 3PLY UM AND A 3-112" 9. The Contractor shall provide all dimensions and cut-outs for other trades. SOLE PLATE TO JOISTS OR BLOCKING 3-16d L! HEADER DIAMETER STEEL COLUMN 10. The Contractor shall provide proper shoring and bracing for all remaining structure AT BRACED WALL PANELS 16"O.C. �- L l A L O O R P` INIS H SIMPSON STRONG TIE HRB prior to removal of existing structure. OR SIMILAR TYP. a a 11. Plumbing, electrical, HVAC and smilar work shall be performed by licensed CrMA�'•'!IC. OR OVARII TILE (3/4-111 SIMPSON STONG TIE A23 OR a �'�k,IPOE 97 t""A 1'f INO PE i Iwo+ persons who shall arrange for and obtain all required inspections.The General DOUBLE TOP PLATES MINIMUM 48"OFFSET OF ON 1/2-1f'i, MORTAR raY,.� SIMILAR @ CORNERS TYP a Contractor shall be responsible for s&eduling all other inspections as required. END JOISTS FACE NAIL IN LAPPED AREA 8-16d 12. The Contractor is solely responsilI­ for construction safety and shall hold the I4A1;=AOO!.;1 r-LOORINI .� owner and architect harmless from litigation arising out of the Contractor's failure to provide construction safety means and methods. LINOL.LJM OR,ASPHALT TILE, 1/4-In � Lo BLOCKING BETWEEN JOISTS OR RAFTERS TO 3-8d TOP PLATE,TOE NAIL 5WEr-L.00RINI,5/4-l O SIMPSONSTONG TIE A23OR CONSTRUCTION NOTES r SIMILAR @ CORNERS TYP. g g RIM JOIST TO TOP PLATE,TOE NAIL Bid 8"O.C. 11"L S.T,S. HOOD JCIST (tI0 pfoster) I��: 1b-I�tt_ 1. All footings shall rest on undisturbed soil at a minimum of 36" below fin. grade. 2. Poured concrete shall have a minirnLim psi of 3500 at 28 days unless noted. NAILING/FASTENER SCHEDULE 3. Sill plates shall be preserved, treated wood and be installed above a 16 oz. TOP PLATES,LAPS AT CORNERS AND INTERSECTIONS, 2-10d 2X6 6 's copper termite sheild. FACE NAIL RIDGE STRAPPING4. Shingle siding shall conform to ASR,' D 3679 and be installed in accordance 2X5, with the New York State Building Code and manufacturers specifications. 5. Pilings shall be installed by a licers,�d contractor to a depth and bearing agreed BUILT-UP HEADER,TWO PIECES WITH 1/2"SPACER 16d 16"0 C.ALONG EACH SIDE 2)11 •I upon by an engineer and certificates shall be issued stating same. STRAPPING - WINDOW AND DOOR FRAMES GIRDER CONNECTION TO PIPE COLUMN 6. Unless otherwise noted all framing and structural wood components shall be CONTINUEDHEADER,TWOPIECES 16d ,6"oC.ALONGEACHSIDE 2X12 $ #2 or better Douglas Fir. 8D COMMON a 6" oc @ aPA PERIMETER ZONE 7, All framing techniques and methods shall be as prescriptive design based on FRAME PARTITIONS 8D COMMON @ i A oc Cl PALL FIELD AF&P Wood Frame Construction Manu31 for One and two Family Dwellings (WFCM) CEILING JOISTS TO PLATE,TOE NAIL 3-8d ���O *s OR G = 5G /*5 BOO 5 6�0 SD COMMON @ GABLE ENDWALL FAKE s't�.i+✓:/ � ,�7�r ui�; If.K"'T�. � . BOTH :.+li � e/.V or as specified in R301.2.1.1 8. All building envelope components shall comply with Chapter 6 of the Energy CEILING JOISTS,LAP OVER PARTITIONS,FACE NAIL 4-8d r R ,A M E W A.L L 5 Conservation Code of the State of New York. 9. Fireblocking shall be provided in all wood framed construction in accordance CEILING JOISTS TO PARRALLEL RAFTERS,FACE NAIL 3-10d EXTERIOR,ST= WALL5- with NYS Code R 602.8 to form an effective fire barrier between stories and PROVIDE (3) 3/8" the e to THRU BOLTS rl 37S I END OF COLLAR TIES TYP. p story and roof space. RAFTER TO PLATE,TOE NAIL 2-16d 2X4 6 16-'1l r3/�'-P1. GYPSLM, ;z' cox PI si EAr ^r. 10. Protective panels shall be provided for glazed openings in accordance with INSULATE B/D-kiii.51NO SIMPSON H7Z HURRICANE TIES 6D COIAM^rI @ 3" OC EDGE NYS Code R301.2.1.2 if the required. t CO'1NECTING RAFTERS TO 6D COMMOrI @ 6" OC' FIELD y are re V 2-8d f TOP PI ATFS @ FACH RAFTER 11. All portions of the new Structure are designed to comply with local geographic 1"BRACE TO EACH STUD AND PLATE,FACE NAIL i 2 STAPLES 1 3/4" 2ACb a 5/cta.'-i1. 6YP51.11i and climatic criteria as stated in the following table. INSULATI",,.P:2,5/5-111 SIVINS � 12. F � ° T 'QUNAENTPoIE RIM BOARD GEOGRAPHIC & CLINIATE DESIGN CRITERIA 2-8d rXMIlSTLO KALL5 V41TH MIS K VC-N=-R Q 45GI LOWER EDGE OF SHEATH ING,SIDING AND SILL SHALL BE TO DOUBLE PLATE TYP. 1"x 6"SHEATHING TO EACH BEARING,FACE NAIL 3 STAPLES 1 3/4" A MIN. OF 8" ABOVE FINISHED GRADE INCLUDING MULCH. GROUND SNOW LOAD 45 lost s WrIGHTS Or- MASON" ,•T" INGLtTX MORTAR WT NOT pg,,,ASTER INSTALL LSTA 18 GALVANIZED UPLIFT STRAP W/ 4-8d WIND SPEED 130 MPH PLASTER,Ar�V 55 IIOIPP2Il E1ICH I'Acr: PLA sT'rsco. VALLX-5 COMMON NAILS EACH END @ EACH STUD. SEISMIC DESIGN CATATGORY B ONICIN REP GC-S.SENT AVCRA IN 5il G+AASM THME 15 A SILL PLATES SHALL BE 2X6 ACQ & BE INSTALLED PROVIDL SaAPSON H6 OR WEATHERING SEVERE WIDER THAN 1"x 6"SHEATHING TO EACH 2-Bd 4 STAPLES 1 3/4" GCtNSIL?L'RAE3LL P2A"E{ " Y16HT FORABOVE A SYNTHETIC FOAM GASKET & TERMITE SHIELD EOUIVI AUI To TIE WALL STUDS FROST LINE DEPTH 36" BEARING,FACE NAIL SAPS �O'lST '?JGT1C)N. OF BOTH FLOORS TO PATE & TERMITE THREAT MODERATE TO HEAVY 1/2"CDX PLYWOOD BAND JCJS- @ 16" OC TYP. INSTALL 5/8"x12" "J" SHAPED ANCHORS BOLTS @ DECAY SLIGHT TO MODERATE 2016 t~CC OF NEIN Y/pRK STA3lTr .a BE INSTALLED IN THE CENTER OF EACH PLATE & EQUIVAIF & O N li6 OR WINTER DESIGN TEMPERATURE 1 1 BUILT-UP CORNER STUDS 10D 24"O.C. 4'-0" OC & A MAX. OF 12" FROM ALL CORNERS. FASTENED BY PROVIDE SIMPSO BOLTS TO BE GALVANIZED OR STAINLESS STEEL & 3/8"X 3"SCREWS WITH E & BAD GIST 16" FLOOD HAZARD AS NOTED R'�OI •�• PERMANENT GERTIi'GA4TE '" SHALL $E GO�IPLETEI� THE WASHER 16r'O.C. OC TYP. JOIST @ t6" NAIL EACH LAYER AS FOLLOWS, EYJIL.T?ER, OR RSGISTCf:2ZV M-S ON PROFESSIONAL" .AND P05TM IN BE FASTENED WITH 3"x3" WASHERS & 3/16" BOLTS. @ BUILT-UP GIRDERS AND BEAMS, 32"O.C.AT TOP AND BOTTOM AND 2 INCH LUMBER LAYERS STAGGERD TWO NAILS AT ENDS 1"HE UTILITY ROOM OR OTHER'APW� LOCATION INSIDE THE ON1 6" POURED CONCRETE FOUNDATION WALL ON 6"x8" POURED CONCRETE FOOTING. NJ PL' D. FLOOR SHEATHING ELECTRIC SYMBOLS SYMBOLS AND AT EACH SPLICE UJILOIN S7. 8D COMMON t, 6" CC EDGE #4 HORIZONTAL REBAR@ @ 24" OC LS COMMON @ az' OC FIELD AT EACH BEARING R�.2 A. ATTIC OR CRA 1NL SPACE A CCE69 « SHALL BE \ #4 VERTICAL REBAR @ 36" OC � 2"PLANKS 2-16d T LTA 18 UF>LIFT STRAP R RECESSED CEIL. FIX. EXIST. WALL ROOF RAFTER TO RIDGE,VALLEY OR HIP ,t�,�+�• }�� .�.��y t+•+y AND ,�pE +�w�y k ��q i �» +R- 3-1/2"xl-1/2" KEY AT FOOTING PROVIDE APFkOPRIATE METAL CONNECTION WALL TO FOUNDAT'ON _ _ PEATHEr"ti.-STRIPPED D C5ND INSULATED TO A LEVEL J.. UIVAI..EN TO (2) CONTINUOUS #4 REBAR @ I PLATE WASHER, NUT & AN'I-OR Wi 4-8d COMMON NAILS @ LASH Ern. TOENAIL 4-16d •�•t�t BOLT TO TIE SILL PATE TO D$ DOOR OPER. SWITCH C DEMO. WALL HE INSULATION ON THE SURROUNIVINO-SURFAOES. EXTERIOR OF FOUNDATION WALL TO BE SEALED W/ MASONRY FOUNDATION TYP @ FACE NAIL 3-16d LMJ Z A WATER PROOF TAR MEMBRANE PRIOR TO BACKFILL - - 6'-0" OC FOR '. STORY, ORN FOR F REC. FAN & LIGHT NEW WALL RL:I it AIR I��i .7 +III IG7 TI•I RI I I.. ENVELOPE SHALL 7 F NING F D FROM O RF MIS & oPr Dr-f P.AND BOLTS To BF MIN. RAFTERS TIES TO RAFTERS,FACE NAIL 3 8d jN aT�i• D ,ram .II""fI•I- kf} �sI' r�'1v "f < AIR i{ 1�►I��7 R FOUNDATION DETAIL STORM PANEL TYPICAL P. SWITCH ADD INSUL. @ WALL i CJ WALL SCONCE O WINDOW TYPE fll�°dR. WOOD STRUCTURAL PANELS,SUBFLOOR ROOF AND WALL SHEATHING TO FRAMING, V AND PARTICLEBOARD WALL SHEATHING TO FRAMING GROUND FAULT OUTLET O DOOR NUMBER I24,02.4.I.I- INSTALLATION - THE COMPONENTS OF THE £'UILOINO =040 SWITCH OPER. DUPLEX �- SECTION MARK 6d COMMON NAIL THERMAL ENVELOPE SHALL. EE INSTALLED IN AGGORVANCE WITH ufl UNDER CAB FIXTURE ELEVATION MARK 5/16"-1/2" (SUBFLOOR,WALL) 8 12 THE CRITERIA LISTED IN TABLE 402.4.I.I. AHERE REOUIRM By, BD COMMON NAIL(ROOF) PxZol,�.a. PRO�E�T€c.�v tP oP�NIN>,S. EXrEP7JC3Q 6LAZIP46 IN 8tJ1LDIN65 LOCATED IN --� E OFFICIAL, AN APPROVED THIRD PASTY SHALL 1NEGfi ALL WINE E DR15 PIONS SHALL M PROTECTED FROM WINIPSORNE PMM5. APPLIANCE OUTLET MW-01 MILL WORK NUMBER COMPONENTS AND VERIFY GOI-41PLIANGE, CALAZE12 0"- [NO PROTECTION FOP,WINDIDI CrEHRIS SHALL MEET T14E 19/32"-1" 8d COMMON NAIL 8 12 aaaaaaa� iRE0UIREMrNM OF TM LAP2,CA-= M15VLE TE5T OF A67M E 14q£7 AND A5T'M E PSe6 AS QUAD OUTLET A-01 APPLIANCE NUMBER tyMIrIE7 IN SEGTPt7H ALUM. ALUMINiIUM MW MILLWORK SOI .I .I.ISAII DOOR GLAZED OPENIN,E,PROTECTION rOR R�,4.I.2. TESTING - SUILVINO OR. ONELLING UNIT SHALL BE PLUMBING FIXTURE H7Z HURRICANE TIE-DO S SMOKE DETECTOR P 1 10d COMMON NAILS OR fall 1aEBR1S ALL MEET T} I GII11��CIF AN IMP eT�I TRN 1 1/8"-1 1/4" 8 12 TESTC0 f1'I�I.D VMlIFl AS HA VINO, < 5 �t�H50 III �.Z4A� � �1&A. STANDARD OR ANSI�ASMA 115 E(SM TAE SELO}�(} Ed DEFORMED NAIL � r , C CO2 DETECTOR .� INTERIOR ELEVATION TESTIN,� SHALL BE CONDUCTED AN APPRC?VCC7 THIRD PARTY. E TIONs MOD STT'UnTUR.AL PANELS KITH A TI4I0<Nr:55 OF NOT LESS THAN W6 It�H AND A SPACING OF FASTENERS CEIL. FIX. DESCRIPTION OF DESCRIPTION OF R402 A l: CONSI)STION CLOSETS _ R001I, TAININ5 S RE Q PAN Or K:7r MO T+4AN,5 FEET SHALL. BE PFRtVrIT I FOR OPENING PROTEOTMG BUILDING MATERIALS FASTENER EDGES INTERMEDIATE SUPPORTS FIJSL-EUt�N1N� APPLIANCES R�fifJIRE SPECIAL GARS LPT4 PANELS V4AL.L. DE P rCJ)T A NP ATTAG�TO THE FIZAa.MIll SURROVNDPPe TI E OPENINr5 COI`JTAININ� THE PRi=XT AITF1 THE OLAZW OPENING. PANELS SHALL DE ABBREVIATIONS EXCEPTION: DIRECT VENT APPLIANCES WITH BOTH IN AKIr ANC P'R.EDRILLED AS REC'lUIFI FOR THE A4NC,140 OE METHOD AND S)ALL OE SI;GUREC9 1/2"REGULAR CEFFULOSIC 1-1/2"GALVANIZED ROOFING NAIL BBidADJ ADJACENT MIN. MINIMUM EXHAUST PIPES,INSTALLEt7 C,CI�ITINJl15 TO THE OUTSIDE NdIT64 THEA'PT•AG�IhiT++ARf"J4�IAP� P120";�If�Et?. ATTAd:1•PMEN'Y3 SHALL BE C7�r161�1�TC� MR MOISTURE RESISTANT FIREBOARD SHEATHING COMMON NAIL STAPLE 16ga 3 6 (7)10d x 1 1/2"NAILS RESIST THE C.Ot�PC7NET AND GLAS7DIN�!.t?AI7'S DET'EI�«1'INI� IN,A�CGORCaAhlGE WtTI'+TO PLATE 1-1/2"LONG (7)Ill 1 1l2"NAILS TO STUDSITHR TABLE P �SG122J CAR A T,WI7I4 T) P'ERNPANtI G04 {�"C� (C�V-P$ C APPD. APPROVED TANT NIC NOT IN CONTRACT IDS €' DUSTJ �eLII It�7 "" rT3, AIR I/dRIII..?, lit 'I III.TI, TIE-DOWN Q ATTAC�NT HAR KARL PMOVICE D AP'tD ANGFIORS P''ERMAP�'"NTLY IT«1�iTALLIr`V ON T4-E BRD. BOARD OC ON CENTER -1/2"GALVANIZED ROOFING NAIL 8d RAFTER TO PLATE & WALL FRAMING FLOOR TO FLOOR CONNECTIONS BUILDING5. ATTAGHI�4ENT IN,Ar 1�AP WITH TABLE R_V11 2.1� 15 FSRMITTED rOP, BRK. BRICK OS OUT SWING 1/2"3TRUCTURALCEFFULOSic BOXES SHALL BE: . SOT. BOTTOM OMMON NAIL STAPLE 16ga 3 6 BUILVINOS AfT)f A MEAN ROOF HEIF6#T OF 45 FEET OR LESS WHERE THE ULTIMATE OPG. OPENING FIREBOARD SHEATHING 1-1/2"LONG 7-54ON Y41NV WAL--'Ell 19 160 MPH CAR LESS. CL CLG CENTERLING LINE � DUCT TESTING •- DUCTS SHALL BE PRE551JRE TESTED TO PL. PLATE F.'�^C�3 3..�c PLUMB. PLUMBING >�Sm ry +.r� COL. COLUMN PLYWD PT. PRESSURE TREATED. PLYWOOD 25132"STRUCTURAL CEFULOSIC 1-1/2"GALVANIZED ROOFING NAIL 8d DETERMINE AIR, L.•EAKA 6E. T I•E f:,. I.2.l.a: WINI RPtC C7EL3RI5 PP TECTIt7N PA5T1 t�IIKG CONC. CONCRETE COMMON NAIL STAPLE 11 3 6 EXCEPTION 17 T LEAKAi- TAT IS NOT REWIRED WHERE SI-I-I�UI.-E FOR k4 l'}I� STRIJOT ' L PANELS CONT CONTINUOUS CT. CERAMIC TILE FIREBOARD SHEATHING THE VI,�iT5 AND AIR H AtNOLER5 }'fir I..i' CAT. EN•,I'•II L.,Y, kif,"141N PNT. PAINTED 1-3/4"LONG rA5TENM 5PAI DEMO. DEMOLISH PVC POLY VINYL CHLORIDE THE: SUIL.DINO THERMAL ENVE-L ill RCP REFLECTED CEIL. PLAN 1-1/2"GALVANIZED ROOFING NAIL 8d FASTENER TYPE 4 FOOT 6 FOOT DIA. DIAMETER 4 8 REQ. REQUIRED 1/2"GYPSUM SHEATHING COMMON NAIL STAPLE 16ga ^' SIMPSON GAL.ROOF STRAP PANEL SPAN < PANEL SPAN < PANEL SPAN DR. DOOR RM. ROOM PE W OR S R,4t�.5_5: BJILDIN'"-sl CAV TIES - SHALL.. NOT BE Us= AS DLJGT5 OR < -- @ RAFTER TO RIDGE P<Ill FOOT �+y FOOT� FOOTI DWG. DRAWING R.O. ROUGH OPENING EA. EACH PL-I=NL1Mi5 ' NO. $ P 5GREW ELEC. ELECTRICAL SIM. SIMILAR 1-1/2"GALVANIZED ROOFING NAIL I ICE SHIELD UNDERLAYMENT 1€ia 10 b SPEC. SPECIFIED 5/8"GYPSUM SHEATHING COMMON NAIL STAPLE 16ga 4 8 E3A5EC3 A�+PdGHOR LE14. EQ. ELEVATION STL STEEL R'F4C3.3,A: I�CHANICAL. 5`rSTEM PIPINI INSULATION - CARR rINS INCH EMSEDMENT LENS NTH EQ. EQUAL T & G TONGUE AND GROOVE PE W OR S FLLJIII:S }IOa°lr OR {556Fr INSU RATE I O R-3 I'`�,N. O EXIST. EXISTIfJG TELETELEPHONENO. 10 HOOP 5GFlEW EXT. EXTERIOR TEL. WOOD STRUCTURAL PANELS, COMBINATION SUBFLOOR UNDERLAYMENT TO FRAMING 1 n TBD TO BE DESIGNED Ly , INCH ErtZIANCHOREN LEN 2 1¢+ 12 � F.P. FIREPLACE TO. TOP OF R,'F�4 b, MECHANICAL VENTILATION - THE BUILDING SHALL BE INCH ENI 3I:t MENT LEN TI# FR. FRENCH HVAC HEATING 6 12 SIMPSON H2 A HURRICANE TIE TYP. GALV. GALVANIZED TYP. TYPICAL 3/4"AND LESS 6d DEFORMED NAIL OR PROVIDED P41TH VENTILATION THAT MEETS THE RE01L)IREN'ENTS OF AT EACH RAFTER-TO-PLATE CONNECTION ,�; IP�P-I L.Af� S GWB GYPSUM UNO UNLESS NOTED OTHERWISE 8d COMMON NAIL ,+ USE 5-8D NAILS AT RAFTER ,iVENTING BOARD& IRRviIM�,. EW VIF VERIFY IN FIELD i AND 5-8D NAILS AT TOP PLATE BASED ANCHOR KITH 2 16 16 16 HVAC WITH THE: MECHANICAL VENTILATION 'R^ATESHALL BE NO OREATER O INCH EMBEDMENT LENSTH AIR CONDITIONING WD. WOOD Bid COMMON NAIL THAN O INS UL. INSULATION 7/8"- 1" NT. INTERIOR WP WATER PROOF Bd DEFORMED NAIL 6 12 0.01 X CFA ,k 15 X (0 OP BEORC3t�5 + I) C)S IN SWING XPS EXTRUDED POLYSTYRENE *CwFA'� = CONDITIONED FLOOR AREA 1 o. TH15 TA5LE 15 5A5EP ON 160 MPH ULTIMATE LBS POUNDS PROVIDE 8d COMMON NAILS DE510N WIND 5FMD AND A �5 FOOT MEAN ROI MAX. MAXIMUM 10d COMMON NAIL @ 4"O.0 AT EXTERIOR EDGE OF ALL HEIISHT. Mo. MASONRY OPENING 1 1/8 1 1/4 Bd DEFORMED NAIL 6 12 R�1�'�'"�•�`' E�I�II FIT�.I+�+IN� FM }14�jA�'�I 1�.I+ S, ��i� �N SHEATHING b. t--A5TENI=Pl 5+4ALL i 1N5TALLI_7 AT OPPOSING LOADS CALCUL-A"'ED PER ACCA MANUEL J. ENV5t Or- THE J�00D '5TR.UGTt1 'F AL. PANEL. TABLE�eaai-s rsir wuw UNIFORMLY aisle surfo r�v�ravens(in por,r,as per square root) P-ASTENER5 SHALL BE LOCATED NOT LESS THAN L><vF R4041 LIOHTIN 7' - A MININVM OF 15% OF PERMANENTLY INCH #ROM THE E®GE it THE PANEL. USE LOAD TABLE R402.2 MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE INSTALLED rI>X'I•UIl I�'JST HAVE HIGH EFFICANCY LAMPS C, ANCHII SHALL PENETRATIZ THRD.I THE Attics with limited storageg.b 20 EXTERIOR WALL C."OVERINS WITH AN EMBEDMENT Attics without storageb 10 LOW-VOLTA0E LIGHTING EXEMPT LEN6T H OF NOT LESS THAN 2 INCHES INTO THE Decl 40 STHD METAL STRAP TYP. BUILDIN&FRAME. FASTENERS SHALL EE LOCATED Exterior balconies 60 MINIMUM SPECIFIED COMPRESSIVE STRENGTH � 5-8dNAf JACK ILSATEAOST CH NITH DLENGTH JOIST �' LE55 THAN 2Y2 1NCHE5 EOM THE WOE OF Tf-IE h TABLE R3Q1.7 ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS' Fire escapes d 40 TYPE OR LOCATION OF CONCRETE CONSTRUCTION Weathering Potential CONCRETE SLG?G1C CAR CONCRETE, Guardrails and handrails ZO(7 9 HEADER GI. PANEL5 ATTACHEV TO MASONRY OR Guardrails in-fill componentsf 50, MA5ONF,'(/5T�C0 SHALL 5t ATTA44 E1 ' U51NS Passenger vehicle are esa s0a Negligible Moderate Severe ALLOWABLE VI5RATION-R,ES115TANT ANCHORS HANANIS AN Rooms other than sleeping 40 BASEMENT WALLS,FOUNDATIONS AND OTHER CONCRETE LlILTIMAT•E WITHCii TI,4L GAP'AGIT"f" OF NOT LESS rooms 2,500 2,500 2,500h STRUCTURAL MEMBER DEFLECTION THANISt1D P�}UPybS Sleeping roams 30 NOT EXPOSED TO THE WEATHER Rafters having Slopes greater than NOTES Stairs 40L ^� ��F; F' �[ r i �y BASEMENT SLABS AND INTERIOR SLABS ON GRADE, 3/12 With no finished ceiling L/r 1C310 EXCEPT GARAGE FLOOR SLABS 2,500 2,501) 2,500° attached to rafters SIMPSON 1-1/4"WIDE 20 GA. BASEMENT WALLS,FOUNDATION WALLS AND OTHER VERTICAL Interior walls and partitions H/180 METAL STRAP @ EACH STUD 2,500 2,500' 2,500d W/5-8d NAILS AT EACH END CONCRETE WORK EXPOSED TO THE WEATHER Floors and plastered ceilings LI360 NAIL SHEATHING TO SILL PLATE W/ All l7tIE'r, structural members LJ4t 8d NAILS @ 4"O.C. FLOOR JOIST PORCHES,CARPORT SLABS AND STEPS EXPOSED TO THE WEATHE a r d r 2x6 SILL PLATE ACQ TREATED 2,500 2,500'e' 2,500'e' Ext+erior walls with plaster or H/360 AND GARAGE FLOOR SLABS IL.h j tl 5/8"x 12"ANCHOR BOLTS @6'-0"O C. W/FENDER WASHER ty/(.IccI�,J)'�}f-IIj"'IJish�� ��/ �y (�°� (�� i FOR SI I POUND PER SQUARE INCH=6565 kPs E✓�ter'lkJe walls-wind loads- with L/240 8 • 5 • 2 4 a Seength Table 30128 day pal brittle finishes b.See Table these locations for ns that is s potential N O S C A L E c Concrete m these locatrons that is salted to tfre-ing(percent and by vole during n,retmchon shall of loss than pconcrete in m than percent cen Footnote d d Concrete shall 0 2 for maximum Total roe cools,!(percent o volume of concrete)shall be not kss than 5 percent or more than 7 percent }� `�{[ }[ ��,J /�,^� e See Sectionoor sw ameal-Vo cemenisFeusmction of Exterior walls-wind load with L/120 a For garage floor sFwlh a steel-troweled finish,reduction of the total air content(percent by volume of concrete)to not less than 3 percent is permFtled if the specified strength of lM concrete is increased to not less than 4e00 psi TYPICAL SHEAR CONNECTION CRITICAL PATH flexible finishes NE 0 *01�6, �I� W - Fo Ckl 770o6 ��- JOAN CHAMBERS p'�OFESSIONa� (631 )294-4241