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HomeMy WebLinkAbout50124-Z ��}1SUFFG4cpG. Town of Southold 3/9/2024 y P.O.Box 1179 53095 Main Rd oy�o aotj Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 45037 Date: 3/9/2024 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 390 Wavecrest Ln, Mattituck SCTM#: 473889 Sec/Block/Lot: 100.-3-4 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 4/9/2021 pursuant to which Building Permit No. 50124 dated 12/13/2023 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: additions and alterations, including front covered porch,front covered entry and attached garage conversion to Eyin space(den),to existing single family dwelling as applied for. The certificate is issued to Wright P&R Rev Trust i of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 50124 1/8/2024 PLUMBERS CERTIFICATION DATED 2/8/2024 atth Bennett A tho ized i nature ��o�SUFFnc,��o TOWN OF SOUTHOLD BUILDING DEPARTMENT CO x 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#: 50124 Date: 12/13/2023 s. Permission is hereby granted to: Wright P Rev Trust 390 Wavecrest Ln Mattituck, NY 11952 To: Construct additions and alterations to existing single family dwelling as applied for. Reotaces BP#46168 At premises located at: 390 Wavecrest Ln, Mattituck SCTM-#473889 Sec/Block/Lot# 100.-3-4 Pursuant to application dated 12/13/2023 and approved by the Building Inspector. To expire on 6/13/2025. Fees: PERMIT RENEWAL $247.80 Total: $247.80 ti Building Inspector o�SUFFoi�-�o TOWN OF SOUTHOLD �� ay BUILDING DEPARTMENT y x TOWN CLERK'S OFFICE Woy • o� SOUTHOLD, NY col 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#: 46158 Date: 4/28/2021 Permission is hereby granted to: Wright P Rev Trust 390 Wavecrest Ln Mattituck, NY 11952 To: Construct additions and alterations to existing single family dwelling as applied for. At premises located at: 390 Wavecrest Ln, Mattituck SCTM #473889 Sec/Block/Lot# 100.-3-4 Pursuant to application dated 4/9/2021 and approved by the Building Inspector. To expire on 10/2812022. Fees: CO-ALTERATION TO DWELLING $50.00 SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $445.60_ Total: $495.60 Building Inspector oF so�ryol � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 Q sean.devlinCcD-town.southold.ny.us Southold,NY 11971-0959 a BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Wright P Revoc. Trust Address: 390 Wavecrest Ln city:Mattituck st: NY zip: 11952 Building Permit#: 50124 Section: 100 Block: 3 Lot: 4 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: All Wright Electric License No: 43457ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Commerical Outdoor X 1st Floor X Pool New X Renovation X 2nd Floor Hot Tub Addition Survey Attic X Garage INVENTORY Service 1 ph Heat Duplec Recpt 35 Ceiling Fixtures 3 Bath Exhaust Fan 2 Service 3 ph Hot Water GFCI Recpt 2 Wall Fixtures Smoke Detectors Main Panel A/C Condenser 1 Single Recpt Recessed Fixtures 50 CO2 Detectors Sub Panel A/C Blower 1 Range Recpt DoublE Ceiling Fan 3 Combo Smoke/CO 3 Transfer Switch UC Lights 12' Puck Lights 2 Emergency Strobe Heat Detectors Disconnect Switches 25 Step Lights 1 41 Exit Fixtures 11 Sump Pump Other Equipment: Fridge, Oven, DW, Micro, Gas Cooktop, Hood, ToeKick Heater, LED Mirror, Mini Fridge (2) Notes: Whole House Renovation Inspector Signature: Date: January 8, 2024 S. Devlin-Cent Electrical Compliance Form Town Hall Annex ��. G.y Telephone(631)765-1802 P. 0. Main Road N. �nr� — „4 P. O. Box 1179 fLLL�,,, l i Southold, NY 11971-0959 4 ) 1� B 9 2024 t. BUILDING DEPARTMENT ;S"{��` ""ir3epwrtment TOWN OF SOUTHOLD 'ror 'n of'17jouthol CERTIFICATION Date: '/—.z Building Permit No. 14�;/-- '� Owner: e sin /1 r . (Please print) Plumber:✓ '�y 1q�� ZZ- &41ze (Please print) fi I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Signature) Sworn to b ore me this 13 day of 20 " Notary Pu 4county :RlsT]NA A.PFIILLIPS NOTUBT-IC,STATE OF NEW YORKration No.0IPH5o46053 Qualified in Suffolk Coun Commission Expires July 3, AA 7 1 1 �a0f so(/T�o f * TOWN OF SOUTHOLD BUILDING DEPT. `ycourme�' 765-1802 INSPECT ON [ ] FOUNDATION 1ST [ ROUGH PLBG. ]�OUNDATION 2ND [ " ] INSULATIOWCAULKING [ FRAMING /STRAPPING [ ] FINAL [- ] FIREPLACE & CHIMNEY - , [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O I - REMARKS: tC veep d DY\- . WlVf� DATE- 10( INSPECTOR so TOWW OF SOUTHOLD BUILDING DEPT. �yco 765-1802 1 I NSPECT ON , [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [' J FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION ] FIRE_RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ '] ELECTRICAL (FINAL) Cm [ ] -CODE VIOLATION [ ] PRE C/O REMARKS: 1� I an 6`7-7 / - Zyl 101 L49 t( � � DATE 1 Z INSPECTOR /� o�alaf SOUIy� # # TOWN VF SOUTHOLD BUILDING DEPT: 765-1802 [ ] FOUNDATION 1ST nmUGH PLBG.` [ ]. FOUNDATION 2ND [ INSULATIOWCAULKING [ ] -FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION . [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ] 'ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION- [ ] PRE C/O MARKS: lr'w'1-6J( JMr4kA__ 'Aobi � o DATE 3 t 12-0 X2- INSPECTOR J �J �o�aOF SO�Tyo� —-- TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPEC ION [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ = ] FIRE RESISTANT CONSTRUCTION, [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL RE RKS: t/1M� 1 DATE 0 �'Y INSPECTOR pE SOUIyO� 9 �l Sb 39 O wa * * TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: DATE INSPECTOR ' pf SOUIyD� TOWN OF SOUTHOLD BUILDING DEPT. • .ao cou 631-765-1802 pC INSPECTION [ ] FOUNDATION 1ST ZRO PLBG. FOUNDATION 2ND TION/CAULKING FRAMING /STRAPPING [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: DATE INSPECTOR OF SObIyO� 0 1 — # TOWN OF SOUTHOLD BUILDING DEPT. cou 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) w LECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: �Ybdll�' DATE INSPECTOR Free E SEARS READY IVI I\ LTD. .Immed atte Deliveryce 631-345-5400 Radio Dispatched Computerized Automated Plant 1828 Middle Road,Calverton,NY 11933r� II�S Mustommercial•Residential y,AL,y.0&N.Y.S. DATE DRIVER TRUCK# LOAD TIME I ARRIVE JOB SITEI BEGIN PO FINISH POUR I WAITING TIME 4EAVE JOB SITE SOLD TO: DELIVERED TO: 2024 MIX 2000 2500 3000 3200 3500 9 4000 4500 1 5000 L 6000 AGG 3/8 3/4 GROUT LIGhTAVERIGHT GRAVEL I GRIT j A"T/ON CUBIC TOTAL FRESHLY MIXED CEMENT CONCRETE OR GROUT MAY CAUSE SKIN INJURY. YARDS YARDS AVOID CONTACT WITH EYES WHERE POSSIBLE AND WASH EXPOSED SKIN LOADED DELIVERED OTHER AREAS PROMPTLY WITH WATER BY BY UNIT PRICE AMOUNT WATER ADDED ON JOB AT CUSTOMER'S REQUEST #GAUS. CUBIC YARDS WATER ADDED TO THIS LOAD BY AUTHORITY OF SHORT LOAD SLUMP . WINTER CONCRETE MIX DESIGN OVERTIME YES NO Cement Lbs. Water/Gals. OTHER CYLINDERS TAKEN ❑ ❑ Fine Agg Lbs. Admixes OzlYd SUB TOTAL=; SLUMP TEST ❑ ❑ AIR TEST ❑ ❑ Coarse Agg Lbs. Other Oz/Yd TAX BY: TOTAL Air Entrain Oz/Yd Other GRAND TOTAL,' IN THE EVENT OF DELIVERY BEYOND CURB LINE.THIS COMPANY WILL NOT ASSUME LIABILITY FOR DAMAGE TO CURBS, SIDEWALKS, DRIVEWAYS OR OTHER PROPERTY. ANY WATER ADDED TO MIX ON JOB WILL BE AT THE PURCHASER'S RISK.COMPANY RULES REQUIRE THAT ANY WATER ADDED MUST BE RECORDED. UNLOAD PROMPTLY TIME IN EXCESS OF FREE TIME WILL BE CHARGED AT CURRENT DELAY RATE. ALL C.O.D. DELIVERIES MUST BE PAID TO DRIVER IN ADVANCE AND ACCEPTING THE LOAD BY SIGNING T?AS IVERY RECEI T BEFORE POURING. PURCHASER ACKNOWLEDGES THAT ALL MATERIAL AND SERVICES SHOWN HAVE BEEN RECEIVED FOR DICAT . T CK TIMES SHOWN ARE CORRECT AND GALLONS OF WATER AT PURCHASER'S REQUEST. CUSTOMER SIGNATURE X l) CUSTOMER ACKNOWLEDGES AND UNDERSTANDS ALL OF THE TERMS AND CONDITIONS CONTAINED ON BOTH SIDES OF THIS DOCUMENT NOT RESPONSIBLE FOR COLOR VARIANCE OR DELAYS IN DELIVERIES NO CANCELLATIONS ACCEPTED AFTER CONCRETE HAS BEEN LOADED IN THE TRUCKS AT OUR PLANT CONDITION OF SALE OF READY MIXED CONCRETE EXCEPT WHERE MODIFIED HERE BELOW. SALE IS SUBJECT TO CONDITIONS SET FORTH IN THE CURRENT EDITION OF THE"STANDARD SPECIFICATION FOR 9EADY.MIXED CONCRETE.'DESIGNATION C-94 OF THEAMERICAN SOCIETY FOR TESTING MATERIALS,OR WHERE SUPERSEDED BY THE REQUIREMENT OF THE N.Y. CITY BUILDING CODE.THE"SPECIFICATIONS FOR CONCRETE"OF THE N.Y.CITY DEPT.OF PUBLIC WORKS,OR THE REOUIR0,1ENT11 OF ANY GOVESNNNG AGENCY OR THE PROJECT PLANS AND SPECIFICATIONS, THE BASIS OF PURCHASE SHALL BE THE DELIVERY TO THE PURCHASER OF FRESHLY MIXED,PLASTIC AND UNHARDENED CONCRETE THE VOLUME OF WHICH MAY VARY ONE(1)CUBIC FOOT PER CUBIC YARD WHEN THE TOTAL AMOUNT OF WATER SPECIFIED IN THE DESIGN IS USED IN THE MIX, `IX DESIGNATIONS:"CONTROLLED"CONCRETE IS IN ACCORDANCE WITH THE N.Y.CITY BUILDING CODE SUB ARTICLE C-26-1004,0:"AVERAG-E-f CONCRETE 19 IN ACCORDANCE WITH N.Y.CITY BU;LDING CODE SUB ARTICLE C-26-10043(C) METHOD III: "SEARS MIX" CONCRETE IS IN ACCORDANCE WITH ASTM C-94 `'ALTERNATIVE NO.2"Y.Iff H PROPORTIONINGS BASED ON A.C.I.COWSITTEE 211'"SELECTING PROPORTIONS FOR NORMAL AND HEAVYWEIGHT CONCRETE,`FOR A SLUMP OF SIX(61 INCHES MAXIMUM AND AIR ENTRAINMENT AS PER ASTM C-S4.`SPECIFICATION MIX"CONCRETE IS IN ACCORDANCE WITH A SPECIFICATION FURNISHED BY THE PURCHASER OR A GOVERNMENT AGENCY OR THE PROJECT. UNLESS OTHERWISE SPECIFIED,THE SELLER RESERVES THE RIGHT TO PUT.INTO THE CONCRETE,CEMENT DISPERSING AGENTS,V?ATrR,REDUCERS, RETARDERS.ACCELERATORS AND ANY OTHER ADDITIVES APPROVED BY THE N.Y.CITY BOARD OF STANDARDS AND APPEALS AND,IN SUCH EVENT-.-TO mOD;FY THE INEIGH OF CEMIENT PER,CUBIC YARD. IF THE PURCHASER INTENDS TO INTRODUCE ANY ADMIXTURES AT THE JOB SITE,IT SHALL BE HIS RESPONSIBILITY TO MAKE SAME KNOWN TO THE SELLER AT THE TUili OF ORDERING. ALL AGGREGATES ARE LJ407ED TO THE QUALITY AND CHARACTER THAT ARQWMALLY READILY AVAILABLE COMMERCIALLY IN THE N.Y.CITY AREA. THE EVALUATION AND ACCEPTANCE OF CONCRETE SPECIFIED ON THE BASIS OF STRENGTH SHALL BE MADE IN ACCORDANCE WITH THE N.Y.CITY GUIDING CODE REFERENCE STANDARD110-3. 1' .I _7 THE SELLER IS NOT RESPONSIBLE FOR THE STRENGTH OR QUALITY OF ANY CONCRETE TO WHICH WATER IN,EXCESS OF THEIVIAXIMU'111 A,iOUNT�iiPULATED ABOVE HAS BEEN ADDED BY THE PURCHASER OR BY THE SELLER AT THE REQUEST OF THE PURCHASER OR IT'S AGiNTS,OR AT THE REQUEST,ORDER, DIRECTION OF ANY INSPECTOR,ENGINEER 08 OTHER PERSON HAVING AUTHORITY OVER THE WORK OR JOB,THE SELLER HAS NO CONTROL OVER THE PLACING, HANDLING,FINISHING OR CURING OF THE CONCRETE AFTER IT HAS BEEN DISCHARGED AND OFF-LOADED FROM THE TRUCK.'AXER AND THE SELLER DOES NOT GUARANTEE THE FINISHED WORK IN WHICH THE CONCRETE HAS BEEN USED FOR STRENGTH,NOR AGAINST CRACKING,SCALING On ANY OTHER DEFECTS. THE PURCHASER AGREES TO GIVE THE SELLER NOTICE, NOT LATER T14AN 24 HOURS BEFORE THE TIME DELIVERIES ARE REQUESTED OF THE TOTAL QUANTITY AND SEQUENCE DESIRED. ALL DELIVERIES ARE TO BE MADE TO THE BEST OF THE SELLERS ABILITY,WITH NO GUARANTEE BY THE SELLER THAT THEY ALL ARRIVE AT THE JOB SITE AT THE TIME AND RATE REQUESTED BY THE PURCHASER, NOCLAttv'�SV:ILLBE ALLOWED BECAUSE GF DELAYS IPiDELIVERIES. SHORTLOADS: THE SELLERS TRUCK CAN CARRY 12 OR MORE CUBIC YARDS IN EACH LOAD. THE COST OF TRAVELING TO AND FROM THE JOB IS THE SAME REGARDLESS OF THE NUMBER OFF YARDS CARRIED.THEREFORE,THE LESS YARDS PER LOAD;THE GREATER THE PER YARD COST TO THE SELLER.ASARESULT: VlaiENEVER THE PURCHASER REQUIRES A LOAD OF LESS THAN CAPACITY,THERE WILL BE AN ADDITIONAL CHARGE TO THE PURCHASER TO COMPENSATE THE 8 EL L-_-H FOR H 1 S A�-)11 IONAL EXPENSE. Vv'kTING'r.MEi THE PURCHASER SHALL HAVE AS FREE 71ME.P R EXCESS OF THE Tl.'.E REOURED TO PROPERLY MIX THE LOAD.A TOTAL PERIOD OF TIlME EQUAL TO SIX(6)MINUTES PER CUBIC YARD IN ORDER TO DISCHARGE MID RELEASE A TRUCK MAKING A DELIVERY. THE TOTAL Tffi=-SHALL BE COm!PLR ED FROM nl'c TV4,E THE TRUCK ARRIVES AT THE JOB SITE UN71L)T 15 DISCHARGED AND RELEASED, FOR ALL TIME CONSWOED IN EXCESS OF THIS ALLOWED FREE TIME,THE PURCHASER AGREES TO COM.PENSATE THE SELLER ATTHE RATE STATED IN TKE PRICE QUOTATION, V4NTER CONCRETE:ALL CONCRETE PURCHASED FROM DECEMBER*ISTTFROUGH MA,Mli.31ST SHALL.BEAR AN ADDITIONAL CHARGE DUE TO THE ADDITIONAL COSTS OF STOCKPILING,STORING,REHANDLING AND HEATING THE AGGREGATES AND MIXING WATER PLUS OTHER COSTS INCURRED BY OPERRI-PZ THE TRUCKS,IMIXERS AND PLANT EQUIPMENT IN THE LOW TEMPERATUREWEATHEI't THE PURCHASER AGREES TO COMIPENSATE THE SELLER AT THE RATE STATED IN THE PRICE QUOTATION. IF THE PURCHASER ORDERS THE TRUCK TO CROSS BEYOND THE CURB LINE OF ANY STREET OR ROADWAY,HE AGREES TO PROVIDE SUITABLE ROADWAYS OR APPROACHES TO ALL POINT OF DELIVERY AND DISCHARGE. THE PURCHASER ASSUMIES ALL LIABILITY FOR PERSONAL INJURIES AND ANY DAMAGE To SIDSIWALKS.DR!`dE,VAYS OR OTHER PROPERTY AND AGREES TO INDEMNIFY AND HOLD HARLII ESS THE SIL'_ER AGAINST All LIABILITY.LOSS AND EX'PENSE INCURRED AS A RESULT OF SUCH A DELIVERY INCLUDING DAMAGE TO THE SELLER'S EQUIPMENT AND ANY LOSS OF THE SELLERS USE OF IT'S TRUCKS, THE FAILURE OF THE SELLER TO MAKE DELIVERIES BECAUSE OF 1`18E.FLOOD,ADVERSE WEATHER CONDITIONS.STRIKES, FREIGHT EMBARGOES, GOVERNMENT REGULATIONS.PREEMPTION.RESTRICTIONS,ALLOCATIONS,REQUIREMENTS OR ORDERS,OR BECAUSE OF ACCIDENTS,ACT OF GOD OR PUBLIC ENEMY OR INABILITY TO OBTAIN SUFFICIENT RAVI NIATERIALS TO*MEET THE REQUIREMENT OF ALL OUTSTANDING CONTRACT 8 OR BECAUSE OF CONFLICT OF THE PURCHASER'S ORDER FOR A DELIVERY WITH THOSE FROM,OnIE9 CONCURRENT OUTSTANDING CONTRACTS,OR ANY OTHER CAUSES OVERINHICH THE SELLER HAS NO CONTROL SHALL RELIEVES THE SELLER FROM ANY OBLIGATIONS ASSUMED UNDER THIS CONTRACT AND ALSO ANY LIA31LITY FOR DAVAGES To PURCHASER CAUSED THEREBY.THE SELLER WITHOUT ANY LIABILITY FOR DAMAGES CAUSED TO THE PURCHASER THEREBY,RESERVES THE RIGHT TO EXIST;NG STRIKES,LABOR DISPUTES,CIVIL COI.RZOTiON OR INHERE THERE EXISTS A RISK OF INJURY TO THE SELLERS EMPLOYEES 09 DAMAGE TO ITS-EQUIPMENT 17 THE PURCHASER 19 IN DEFAULT OF PAYMENT OF ANY SUM DUE ON THIS OR ANY OTHER CONTRACT OR ORDER BETWEEN THE PARTIES FERETO,OR IF THE PURCHASER BECOMES INSOLVENT.08 FILES A PETITION IN BANKRUPTCY OR rAAKES AN ASSIGNMENT FOR THE BENEFIT OF CREDITORS,On IF AT ANY Tl,?v*.,E THE SELLER DiTERIAINES THAT THEIR PURCHASER'S FINANCIAL RESPONSIBILITY,OR CREDIT HAS BECOME OR IS LIKELY TO BECOME.IN THE OPINIONI OF THE SELLER, IMP AIRED OR UNSATISFACTORY.OR IF THE SELLER AT ANY TIVE SHALL DEE190 IT UNSAFE TO EXTEND CREDIT TO THE PURCHASER THE SELLER SHALL HAVE THE RIGHT TO WITHHOLD FURTHER DELIVERIES ANDIOR SHALL HAVE THE RIGHT TO DECLARE THIS CONTRACT ANDIOR ANY OTHER CONTRACT OR ORDER BE TWEEN THE PARTIES TERMINATED AND TO DISCONTINUE ANY FURTHER.DELIVERIES UNDER THIS OR ANY OTHER CONTRACTOR ORDER AND ALL MONIES DUE 08 WHICH MAY BECOME DUE UNDER THIS OR ANY OTHER CONTRACT,AT THE OPTION OF THE SELLER,BECONIE DUE AND PAYABLE IMIAECIAT ELY AND THE SELLER SHALL BE RELEASED AND DISCHARGED FROM ANY AND ALL LIABILITY OF ANY NATURE ARISING OUT On FROM THIS CONTRACT NO ALLOWANCE WILL BE MADE FOR SHORTAGE OR RETURN OF MERCHANDISE EXCEPT WHEN THE SELLER IS NOTIFIED IMI;SDIATELY AT THE TIME OF DELIVERY AND THE PARTICULAR DELIVERY TICKET IS NOTED WITH THE DETAILS, NO CLAIMS ALLOWED AFTER ONE DAY, READY MIXED CONCRETE ORDERED BY MISTAKE AND,'OR CANCELED AFTER THE TRUCK HAS BEEN BATCHED CANNOT BE RETURNED FOR CREDIT AND MUST BE PAID BY THE PURCHASER.FOR ALL CONCRETE SO CANCELED OR WHICH IS ORDERED IN EXCESS OF REQUIREMENTS THAT 15 NOT DISCHARGED AT THE JOB SITE AND WHICH IS RETURNED BACK TO THE PLANT FOR WASTE AND DISPOSAL,BY THE SELLER,THE PURCHASER AGREES TO PAY AN ADDITIONAL CHARGE OF TWENTY('S20.00)DOLLARS PER CUBIC YARD, THE SELLER HEREBY CERTIFIES THAT THE QUANTITIES PER CUBIC YARD OF THE MATERIAL ARE AS INDICATED ON THE DELIVERY TICKET;THAT THE QUALITY AND CONDITION OF THE MATERIALS CONFORM TO THE REFERENCE STANDARD 10-3 AND THAT THEY ARE THE SAME OR EQUAL TO THOSE USED 1.4 PRELIMINARY TESTS OR PREQUALIFYING MIXES THAT THE CONCRETE AS DISCHARGED FROM,ITS CONTROL WILL MEST THE REQUIREMENT FOR SLUMP AND,WHEN TESTED As PER ASTM C-39,FOR STRENGTH, POSPISIL & BROWN ARCHITECTS, P.C. 141 HAMPTON ROAD SOUTHAMPTON, N.Y. 11968 TELEPHONE: 631-28 3-3465 qf (��G ((1 lvJ E "�� FAX: 631-283-3593 A, H l; F E6 1 6 2024 L outbo'vd February 14,2024 Mr. Michael Verity,Chief Building Inspector Southold Building Department Town Hall Annex 54375 Route 25 Southold, NY 11971 Re:390 Wavecrest Rd. Mattituck, NY Permit#50124 Dear Mr.Verity, I am writing to certify the foundation for the addition for the above referenced permit was constructed according to our drawings,code and the foundation was properly damp-proofed. I understand this letter will allow your office to move forward with issuance of the Certificate of Occupancy for this project. Thank you for your attention to this matter. Yours Truly, I�CG s Pamela H. P pisil ' ,�EccEO Sr'L�i ST 01240b fi OF rvW ti. t��• I 110000, uS� :r.• o j Tvvek I vVIO 'cup , i r111VERHEAD1 TVv( v Mail 1784WItap TYV pek r t = - s 9 FOUNDATION(I$T) ® _ ------- FOUNDATION- 1 ROUGH MAKING. , INSULATI•STATEENERGY CODE �Jl... MIT a • Ds • e a i ME&It AM is 1 o�SufFotK�oo TOWN OF SOUTHOLD—BUILDING DEPARTMENT as _ Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 �� • o, Telephone(631) 765-1802 Fax (631) 765-9502 https://www.southoldtowm.go Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only / r PERMIT NO. J Building Inspector: APR _ g 2021 l' ~ :::•..,/.<e�I3'�r.";:'re'Ak3%'„ w< >, /, .k r,k. i.,,,,r.,or................y,.. ,,, '';%i, .,, .,/,,,., .....,a'.%'�:>�sr<_<..;� .,, ,,.q,ii�:,.kk 9 ,c,.r ,/„6<.::ni,/,..�j•4.,. ::,,��;' rs,,,%' ,,,�n`i .,//,,,,,e ;Q Ilcatrons:and:uforms�mus�.ba.fN�d<out;in�thei"r;erifire,"�Iricom"�letey���-�`°s%;%'�'"�� ,/yylrra. .,, sr,<,-. .r -.,...>,:.,...�,,, ..... ..... .. :.:4:,a9i.r ,..-,/////'r/r„ia<,,e :.-</i.. ,:'✓'7 r., appticafiion"s-wrtl=not_be`aecepted ,Where:tt�eApplrcant�s;nott)re Wner;,an, s i' rirnvi, ,vi 5v3'y3`�i..v..'� y>,s.%/.;,rY:;.✓ �' k % ,.6 . .... N r+'• 1 ,:Owner'sAuthoriza#rarr'forrit` Pa e2 �shalhbe�com lete'::�;��,..�;,:. .:k�;.�;'.:_ ::;;;;�,;:,,,, �•. .,,.....,,,rra�,%�,,,,,_<,,,,m,,,;,,.,%/„?�/Gar/%//�//�/„✓.rr„//O��i,��i.�,//.:,/��//.,,,.,r�„���i✓r..:.;,:z:�,.v%;,�/�/,,;%';; .,. . Date:4/13/2021 k , .„r, ri 9rr,r rrr,riiv.,,..<„ii=. ,"""' ••,"";r h/r';'/'SNr.i.%*.; •;iG"Ji, ., //..,rr=. �1`% "�;. ��z r 11 OWNERS .OF,�PROP..ERTY. ,,,,, ///.m<,.- ..7;'; ,;: / `` ,/ .G.'4.'. //".l�, Nam? Richard & Patricia Wright _ scTM#s000-100.00-03.00-004.000 Project Address:3 Wavecrest a. attituck, N , .1w9529 w Phone#:631-25991949 _._ _ Email:Rich@allwrightelectric.com Mailing Address:390 Wavecrest La,, Mattituck, NY, 11952 _. . ._ „i/�r. ./ .. .,.., w.arii alp, ,,,v:.//.mrv<+<r/ri.,.,: F,.$.,, .i,/., „✓/mi.G',a,'G i% ,""e .//', f'%@.'kr CONTAGTPRSON. k,� .,,.nip/ .,,.,,,.,.�.,, .,,..,,,�.«,,..<...,vr,,,,/ ,�..,/ .,i,///r,.,�,m...,fr,;,r,<,....,:..rwrr,_<.,,,:.��/;.,,,�:,�:<r ...,.,.,n,..,.,,.,�,>,.<,,.::x.,;: :✓rr ,,...,,.,r„r ,/�,iai,,,,,,w,M.,.r;,..-r..,v.<:.r„-...,:.:,,:...,u,.<..i.„ .<,k.,...,,/,,,sr„/ ,. ..,. , ,,c„ ,,,,/,,�, i�////i/,,,,,,,m,mi/,,,<,...,:,..,,k.�i,/<,�,�'//i�<„/�r,,,i�//�,/���iioh�/i��wr, a..�:.�,,,,<//ai/c,,,r„i',.;. .<,..,,.:,,,/,k,x:-,�<, Name:Same Mailing Address:Same Phone#:631-259-1949 Email:Rich@aliwrightelectric.,com ..vr.;,,: i�i:%3<iis%irk"r'Fi9,;:%%//kio.;i;3.%4/<ri::%i.:esi,,;r .,,,,s,;�,,.,�� e,v.<,.:.•••� H�:/'F:.�9�i<-/><...,ii�ii.-riiiiii i�.%�v,:3 ' .rr% v��.iii/�l:�%'ice/i,/; i e ,.,3r/„/.i, a.i.v,.ii:�iii`,i, <vr.E/rr. . . .......,. ... ...,i,ii,.,,,i,iii,i/,�i Name:Popsil &._B_rown Architects . _w..... Mailing address:141_Hampton Rd., Southampton NY 11968 Phone#:631-283-3465 Email:Ashley@popsilbrown.com .,. .:' r ,r. , ..r,.;':.,,G.s x;Y,r•,rr✓„m CONTRACl`QR N .O AT QN....... ,,,,.,m,..,.,.<,..,, .,...::v:,. ,.,. .,, �w,.,.�,.�x.�k<r«�. Name: M.S.Hasley Construction, L.L.C. _._.._._ _ .. . ,. . ........ _w.. MailingAddress:PO Box 1146, Hampton Bs, NY, 1„1946_„ Phone#:631-605-4313 Email: _�._.... _�... ,.:.m .. .... _... .... _..� ..... ...,-.._.........................._....,m...._.w.,... krzr. •v: AID"(; k2kh >�n r ❑New Structure ❑Addition []Alteration ❑Repair. ❑Demolition Estimated Cost of Project: ❑Other Replacing all windows and doors,siding and roof, new porch $ 130,000.00 WiII the lot be re-graded? ❑Yes 9No Will excess fill be removed from premises? ❑Yes ®No 1 . .. r �r . . ., .rrrr, ^ r r rr. . _ <.,k.v�v.� <r�r .,.a..� '° r.. , , ; ,, rr. , , ... , / rr.... ..<r....r .rr r ... rrr..�..... rr.. rrrrrr rrr. ,rr...r.r.:,:.i.:. .rr... Existing. use of property: sidential.......... intended use of property: ................................. ........... .-Re- Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to .......... this property? E]Yes ®No IF YES, PROVIDE A COPY. A� Rd W `iC/fii&Bdx4 er,�, eq 1ng:`;THe.pQ Cba e,,! MADEAdAhe-Z k!W -,�- oirkan' *1004 2,10 Application Submitted By(print na E�Authorized Agent KIlOwner ................................. Submitted By(print na Signatureof Applic Date:...........-.................. ................. .......... .............. ....... .........___ __. STATE OF NEW YO R K) SS: COUNTY OF 5-q-V7,)(K being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the w Ki -F-1� (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this day of AD�z' l f QN KUSTINAA.PHMIRS �ar ublic NOTARY PUBLIC,STATE oF NEW YORK ffRee&ation No.oiPH504M53 PROPERTY OWNER AUTHORIZATION Qualified in Suffolk Coun C, commission Expims July 3, LDZ (Where the applicant is not the owner) 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 Osu¢Fpi'�t' BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex- 54375 Main Road - PO Box 1179 Southold, New York 11971-0059 a O Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr ,southoldtownny.gov seand(c�southoldtownny.aov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 11/17/21 Company Name: All Wright Electric Electrician's Name: License No.: 43457-ME Elec. email:sara@allwrightelectric.com Elec. Phone No: 631.353.3911 ❑I request an email copy of Certificate of Compliance Elec. Address.: 1290 Flanders Road Flanders NY 11901 JOB SITE INFORMATION (All Information Required) Name: Richard Wright Address: 390 Wavecrest Lane Mattituck, NY 11952 Cross Street: Phone No.: 631.259.1949 Bldg.Permit#: 46158 5-61a Lf email: rich@allwrightelectric.com Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): 12 X 16 addition Square Footage: T200 . 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 MN Additional Information: PAYMENT DUE WITH APPLICATION \ \,A 1 -211\ _0 . C>- J, �OC-i_�C7� �� PERMIT# Address: Switches Outlets c-�✓ v'f /'I3��P � _ 1 GFI's I Z Surface(� I � Sconces , j HH's -L 1W -"KO UC Lts Fans 3 Fridge HW I Exhaust Z Oven 0 V l� W/D Smokes DW / Mini f :Carbon . ..Micro .. I Generator `Com.bo 3 Cooicto.p Transfer AC-::. . AH 1 Hood Service Amps -Have Used Sp.:ecial: v :. Comments: � /�(i•n BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr southoldtownny.gov — seand(cD-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 11/17/21 Company Name: All Wright Electric Electrician's Name: License No.: 43457-ME Elec. email:sara@allwrightelectric.com Elec. Phone No: 631.353.3911 ❑I request an email copy of Certificate of Compliance Elec. Address.: 1290 Flanders Road Flanders NY 11901 JOB SITE INFORMATION (All Information Required) Name: Richard Wright Address: 390 Wavecrest Lane Mattituck, NY 11952 Cross Street: Phone No.: 631.259.1949 Bldg.Permit#: 46158 email: rich@allwrightelectric.com Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): 12 X 16 addition Square Footage: 1200 Circle All That Apply: Is job ready for inspection?: 0 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# El New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underg round❑Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION ��gpFFat/( BUILDING DEPARTMENT- Electrical Inspector 0�0 G�.a TOWN OF SOUTHOLD Town Hall Annex- 54375 Main Road - PO Box 1179 0 +� Southold, New York 1 1 971-0959 o�,�o� Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr(�southoldtownny qov - seand -southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 11/17/21 Company Name: All Wright Electric Electrician's Name: License No.: 43457-ME Elec. email:sara@allwrightelectric.com Elec. Phone No: 631.353.3911 ❑1 request an email copy of Certificate of Compliance Elec. Address.: 1290 Flanders(Road Flanders NY 11901 JOB SITE INFORMATION (All Information Required) Name: Richard Wright Address: 390 Wavecrest Lane Mattituck, NY 11952 Cross Street: Phone No.: 631.259.1949 Bldg.Permit#. 46158*-,5-0 / email: rich@allwrightelectric.com Tax Map District: 1000 Section: ROA 4_ Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): 12 X 16 addition Square Footage: 1200 Circle All That Apply: Is job ready for inspection?: YES NO 0 Rough In r 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 ReconnectOFlood ReconnectOService Reconnect ElUnderground QOverhead # Uriderground Laterals 1 D2E H Frame Pole Work done on Service? DY nN Additional Information: PAYMENT DUE WITH APPLICATION PERMIT ti Address* Switches Outlets GFI's Surface Sconces H H's UC US Fans Fridge HW Exhaust Oven W/D smokes DW Mini =arbon Micro ' Generator -ombo Cooktop Transfer aC AH Hood Service Amps Have Usec pedal: :omments YYORK Workers' CERTIFICATE OF � STATE Compensation Board NYS WORKERS' COMPENSATION INSURANCE COVERAGE - 1a.Legal Name&Address of Insured(use street address only) 1b.Business Telephone Number of Insured Michael S Halsey Construction LLC DBA East End Gutter&Window Cleaning 631-605-4313 PO Box 1146 1 c.NYS Unemployment Insurance Employer Registration Number of Hampton Bays,NY 11946 Insured Work Location of Insured(Only required if coverage is specifically limited to 1 d.Federal Employer Identification Number of Insured or Social Security certain locations in New York State,i.e.,a Wrap-Up Policy) Number 2.Name and Address of Entity Requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) United Farm Family Insurance Company Town of Southold 54375 Route 25 3b.Policy Number of Entity Listed in Box"l a" Southold,NY 11971 3101 W9852 3c.Policy effective period 01/12/2021 to 01/12/2022 3d.The Proprietor,Partners or Executive Officers are included.(Only check box if all partners/officers included) QX all excluded or certain partners/officers excluded. This certifies that the insurance carrier indicated above in box"3"insures the business referenced above in box 1 a"for'workers' ,compensation under the New York State Workers'Compensation Law.(To use this form,New York(NY)must be listed under Item 3A on the INFORMATION PAGE of the workers'compensation insurance policy). The Insurance Carrier or its licensed agent will send this Certificate of Insurance to the entity listed above as the certificate holder in box"2". Will the carrier notify the certificate holder within 10 days of a policy being cancelled for non-payment of premium or within 30 days if cancelled for any other reason or if the insured is otherwise eliminated from the coverage indicated on this certificate prior to the end of the policy effective period? YES Ox NO This certificate is issued as a matter of information only and confers no rights upon the certificate holder.This certificate does not amend, extend or alter the coverage afforded by the policy listed, nor does it confer any rights or responsibilities beyond those contained in the referenced policy. This certificate may be used as evidence of a Workers'Compensation contract of insurance only while the underlying policy is in effect. Please Note: Upon cancellation of the workers'compensation policy indicated on this form,if the business continues to be named on a permit,license or contract,issued by a certificate holder,the business must provide that certificate holder with a new Certificate of Workers'Compensation Coverage or other authorized proof that the business is complying with the mandatory coverage requirements of the New York State Workers'Compensation Law. Under penalty of perjury,I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has the coverage as depicted on this form. Approved by: (Print name of authorized representative or licensed agent of insurance carrier) Approved by: L- dj� (Signature) (Date) Title: Telephone Number of authorized representative or licensed agent of insurance carrier: Please Note:Only insurance carriers and their licensed agents are authorized to issue Form C-105.2.Insurance brokers are NOT authorized to issue it. C-105.2 (9-16) www.wcb.ny.gov AC R CERTIFICATE OF LIABILITY INSURANCE DATE(MM/°°"YYY' 1 04/12/2021 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED„subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Katie Jackson NAME: Brian Micena a�"N E (631)821-2200 ac No, (631)821-2296 45 Route 25A suite D2 nDDRESS: Katie.Jackson@American-National.com Shoreham, NY 11786 INSURERS AFFORDING COVERAGE NAIC# INSURERA: Farm Family Casualty Insurance Company INSURED INSURERB; United Farm Family Insurance Company Michael S Halsey Construction LLC INSURERC: dba East End Gutter&Window Cleaning INSURER D: PO Box 1146 INSURER E: Hampton Bays NY 11946 INSURER F COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUBR POLICPOLICY NUMBER MM POLICY EXP /ODY EFF MM/DD LIMITS LTR A X COMMERCIAL GENERAL LIABILITY 31021_6752 EACH OCCURRENCE $ 1,000,000 AMAGE TO RENTED CLAIMS-MADE ❑X OCCUR 12/23/20 12/23/21 PREM SES Ea occurrence) $ 100,000 MED EXP(Any one person) $ 5,000 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: X O- F GENERAL AGGREGATE $ 2,000,000 POLICYFI T LOC [PRODUCTS 2,000,000 OTHER: PE $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea accident ANY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS HIRED NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY AUTOS ONLY Per accident H 1 $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAR CLAIMS-MADE AGGREGATE $ DED I I RETENTION$ $ B WORKERS COMPENSATION 3101W9852 01/12/21 01/12/22 X I STATUTE I g AND EMPLOYERS'LIABILITY ANYPROPRIETOR/PARTNER/EXECUTIVE Y/N E.L.EACH ACCIDENT $ 100,000 OFFICER/MEMBEREXCLUDED? N/A (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ 100,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 500,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space Is required) Carpentry CERTIFICATE HOLDER CANCELLATION Town Of Southold SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 54375 Route 25 THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Southold, NY 11971 ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE 1�- ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD Generated by REScheck-,Web Software ComplianceCertificate Project 390 Wavecrest Lane Energy Code: 20181'ECC Location: Mattituck, New York Construction Type: Single-family Project Type: Addition Climate Zone: . 4 .(5331 HDD) Permit-Date: Permit Number: Construction Site. Owner/Agent: Designer/Contractor: 390 Wavecrest Lane Wright Residence Ashley Hancock Mattituck,NY 11952 Pospisil&Brown.Architects,P.C. 141 Hampton Road Southampton,NY 11968 6312833465 Ashley@pospislibrown.com compliance: Passes tising UA trade-off Compliance: 2.8%Better Than Code_ Maximum UA: 71 Your UA: 69 Maximum SHGC: 0.40 Your SHGC:=0.30 The.%Better or Worse Than Code Index reflects'how dose 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. Envelme Assemblies- Gross Area Cavity colit. Perinieter Ceiling:Cathedral Ceiling 402 36.0 0.0 0.027 11 Wall:Wood Frame,16"P.C., 310 15.0 0.0 0.077 15 Window:Wood Frame 112 0.300 $4 SHGC:0.30 Floor:All-Wood joist/Truss 273 30.0 0.0 0.033 9 Compliance Statement: The proposed.building design described here Is'consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed the 2018 IECC requirements.In RESchec Sion : RESch Web.and o comply h the mandatory re ents If the REScheck Inspection ec Ist. Name';Title Signature Dat Project Title: 390 Wavecrest Lane Report date: :02/65/21 . Data filename: Page 1 of 9 REScheck Software Version : REScheck-Web Inspection Checklist Energy Code; 2018 IECC Requirements: 0.0% were addressed directly in the REScheck software Text In the ,Comments/Assumptions"column is provided by the.user In the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that Is documented, or-that an exception Is being claimed.Where compliance Is.itemized in a separate table,.a reference to that table Is provided. :Section i t V riff d e f:P an :Veifi�cl e .Coin'tiffs Corifrtle (Assumption #. Pry-lnspectiai/Pian:ReviMi': Ylue` Value ::.:...,.,• .I :Y:v'••• fi::: 103.1, Construction drawings and R ;g '�U.Complies 103.2 documentation demonstrate' ` Does Not ; [PR1]1 energy code'compllance for the ; la building envelope.Thermal CJNot Observable , � '.�:$ ,;,' ElNot Applicable envelope represented on ',r - 4� .�.,L._x construction documents: 103.1; r r }i '<f h gig, OCom Ines 1 Construction drawings and _. .; P 103.2, documentation demonstrate vs ❑Does Not 403:7 energy code compliance for [PR3)1 lighting and mechanical systems. []Not Observable Systems serving multiple' ;�.z { ,. ONot Applicable dwelling units must demonstrate compliance with the.lECC Commercial Provisions. - 3? p21,. Heating and cooling equipment Is; Heating: Heating: ;OComplles ; ..:3 7.: " sized per ACCA Manual S based I Btu/hr I Btu/hr EODoes Not on loads calculated.per.ACCA Cooling: I 'Cooling: ;ONot Observable ' Manual J or'other methods ; l , approved by the code afFlclal. Btu/lir Btu/hr �pNot Applicable Additional Comments/Assumptions: I High Impact(Tier 1). :F medlum Impact(Tier 2) 0 3 1 Low impact(Tier.3) Project Title: 390 Wavecrest Lane Report date: 02/05/21 Data filename: Page 2 of 9 ;Section ,::.. Foundation ins' ctioit' .`Com lies?. Comments/Assam dons':' Pe iR:..,; p. OZ'51 `A protective covering Is Installed to ;❑Complies protect exposed exterior insulation . I❑Does Not' "`y.- and extends a minimum of.6 In.:below '" .rade ;❑Not Observable I 9 ;❑Not Applicable. #0391'',; • Snow-and Ice-melting system controls;❑complies ; CFo12]?` Installed. ;❑Does Not . 1❑Not Observable ,. I❑Not Appllcable.1 Additional Comments/Assumptions: 1 I High Impact(Tier.3.) :2 Medium Impact(Tier 2) 3 Low Impact(T.ler 3) Project Title: 390 Wavecrest Lane. Report date: 02/05/21• Data filename: Page 3 of 9 Sectloii.:.:.; ::" : Plans•Verifli:d. 'pleldlVefiNed:' `..`_`:Framlerg:%.Rdugli=ln inspection ' d : C niplies;r ' Co'mmei iissum• `Ions: ::•• : ale: Value° 402.1:1, Glazing U.-factor(area=welghEed ; U- ;.U� ;ClCompll'es -'.;See the EnvelopeAssemblles 402.3.1, average). ; 1❑Does Not ;table for.values. 402.3:31. . �C]Not Observable 402.5 1❑Not A Ilcable [FR2] . . pP i 1 1 1 303.1.3 U-factors of fenestration products Lr} J ;�.�tl .� / : ❑Compiles ; [FR411 are detePmined.in accordance ❑ ' Does Not.. 1 . with the NFRC'test procedure or '' ., �- ONot Observable taken from the default table.., ; �-:tr,�k�F, • , . ' -.e 4 Mot Applicable 1 402.4.1.1 Air barrier and,thermal barrier',- " Er 1 t g ❑Complies [F112311 installed per manufacturers ; i�:s' ; QDoes Not + Instructions. 4F�fi a. []Not Observable ; T]Not Applicable 402.4.3 Fenestration that is not site built .,� , '•,. ` ❑Compiles ; LFR2011. )s listed and labeled as.meetlrig, ���s��' r ❑Does Not.' AAMA/MiQMA/C5A 101/LS.2IA440 ,g 1 ❑Not Observable ; or has Infiltration rates per NFRC •,.<fi .. 400 that do not'exeeed code z. _ QNot Applicable • limits: � �j ..: � , IC-rated recessed lighting fixtures ❑Comp lies ; sealed at housing/Interior flnish. []Does Not. 1 and labeled to Indicate s2.0 cfm 1 leakage at Pa: �' �;��; s ❑Not Observable 75 'i []Not Applicable' . 403.3.1 Supply and return ducts In attics '. F C ompiles , [FR12]1 Insulated>= R-S where-duct isDods.Not >=3 Inches In diameter'and ❑Not Observable R-6 where<.3 Inches.Supply and ❑Not Applicable .1 return ducts In otherportionsof pP , the building Insulated:>=R-6 for ' ; 1 diameter>=3 Inches and R-4.2. 'A�° for<3 inches In diameter. ''" 403.3.2 Ducts,air handlers and fliter ❑Compiles, [FR1311 boxes are sealed with # r []Qoes.Not Joints%seams compllantwith: 6 W. .�, pNot Observable. International Mechanical Code or .;ry x : . International Residential Code,as . : n []Not Applicable applicable.. , 4© :3:5 Building cavltles are not used asR ❑Complies ': ducts or plenums, ❑Does Not❑Not Observable.r� k:: ❑Not-Applicable HVAC pipinQ conveying fluids R- 1 R- ;❑Complies ; (1rR3] : ; above 105 F or chilled fluids 1 1 1❑pces Not y� ` '' ' below 55 gP are insulated to e:R- 1 1 1 1 ;❑Not Observable ; f,� t-`' 3. 1. . 1❑NotApplicable 403.4.1'' Protection of Insulation,on HVAC .�� `. �' []Complies h [FR24]1 piping. 4 .. j. �iA ' ❑Does Not. ; i 1 ONot Observable. ❑Not Applicable 1 Hot water pipes are Insulated to R- ; R- ;ClComplies ; aR-3. i 1 1❑Does Not l ❑Not Observable :: .ti_:,••.;r 1EIN6t Applicable' ; 4Q36°'s. : Automatic or gravity darimPers ares>�: ;�;; =, ❑Compiles x [F 19j?.; . installed on all outdoor air ' ❑Does Not Intakes and exhausts; []Not Observable ❑Not Applicable =1 1 I High Impact(Tler.1) ::2.,: Medium impact(Tier 2) 11 ILOW impact(Tier 3) Project Title: 390 Wavecrest Lane: Report date: 02/05/21. Data filename: Page 4 of 9' Additional Comments/Assumptions: 1 High Impact(Tier 1) -2 Medium Impact(Tier 2) 3' Low Impact(Tier 3) Project Title: 390 Wavecrest Lane Report date: .02/05/21 Data filename: Page 5 of 9 pCtiori :.,':•;:;.,•;:::.:.:-,' -;Plans.Veiified' Field Ver ed :,:ti': ":'i, #: :Insulatidn lns tion !` Comjifiiesa Co - :f1 :Value::::.:: . Vaffue , T... r.; = x 1•303.1;'' All Installed Insulation Is labeled ❑Complies >z �, 4 $'xa =; ' y (IN13F,-. or the Installed R-values " ,�t +.'� Does'Not .0 provided. ❑Not Observable l ;,•. ,� ;:�� ;y;.={=gip„ E ❑Not Applicable 1 •lv.:Q••• i'lp tq,yr :,.d:.�,::iN.T�"'lr�c� •d}.i,i 402.1.1, Floor Insulation R-value. I R- I R. R n I❑Complies ;See the Envelope Assemblies 402.2.6 ❑ Wood i❑ Wood ;❑Does Not :table for.values.' [IN111 [] Steel [] Steel ;❑Not Observable ;❑Not Applicable 303.2, Floor Insulation Installed per j '�n ¢r„ , ° P 'tV mplles ' f n in ll r ` .,,{. � . k< + _�1 I , ❑Co 1 402.2.8 manufacturer's Instructions and ' '°�. 3s��YP + a } k ' ❑Does Not [IN211 In substantial contact with the ^ � % '� �' S a„w •, �a , -'; ;,k ❑Not Observable ' underside of the subfloor,or floor 3 ,;r; ,: ±' ;_ s ; k. _' -�'3 �^.`•°'�� _�'� ���• ❑Not Applicable framing cavity Insulation Is In - , , ..; _ ,�- >� '�t,• 1 contact with the top side of sheathing;or continuous Insulation Is Installed on the underside of floor framingand `�l k ,�.t.::•��,t.''���, - 1 extends from the bottom to the top of all perl meter floor framing members. ' 402.1.1, Wall Insulation R-value.If this is a 1 R- R- !,[]Complies ,See the EnveloppAssemblies 402,2.5 . mass wall.with at least'A of the f❑ Wood ❑ Wood ;❑Does Not ,table for values.' 402.2.6 wall Insulation on the wall I❑ Mass I❑ Mass :[]Not Observable [IN311 exterior,the exterior Insulation Steel I ' requirement applies(FRiO)• ,❑ II❑ Steel I❑Not Applicable 1 ❑Complies. 303.2 Wail Insulation Is installed per 1' ;�r { `�. :•mi� , € . , [IN411 manufacturer's Instructions. a ;: ' d'r ❑Does Not = " M1 ❑Not Observable , 0Not Applicable I Additional Comments/Assumptions: 1 High Impact(Tier 1) ::-?: Medium Impact(Tier 2) ., •3 Low Impact(Tier.3) Project Title: 390 Wavecrest Lane Report date: 02/05/21- Data filename: Page 6 of. '9 :Section F(nal ins 'ection':Pr'oVi51o*S' `;Plan"s:S(eifled: .;FIaId Verifiedl &M, Pi_lei om'"''eiits j►ssuin 'fton§:` 402.1;1, Ceiling Insulation R-value. ; R R. ;❑Complles ;See the Envelope Assemblles 402.2.1, ;[] Wood ;[] Wood ;❑Does Not table for values. . 402.2.2, ;[] Steel I 402.2.6 [],Steel I❑Not Observable [Fill' ;❑Not Applicable ; 1 1 1 1 303.1.1.1, Ceiling Insulation Installed per °'' ; ,�� I r 4�. } Sj ' E) omplles 303.2 manufacturer's Instructions. ❑Does of tF121 Blown insulation 1 ownn a Ion marked every :,`•• t �''" ,�� ❑Not Observable s 300 f:2 Fey t < ' ' V. 1 <:. r 3" �.���a-',"' � ' .5� ❑Not Applicable 1 402 2.3:' Vented attics with air permeable ��f' ,.; " s 'UComplles ; f 122- Insulation Include baffle adjacent lt„ s ''s?l +"' { ' [ l �4 .� •_ '��'' -r:,•'.; Does Not to soffit and eave vehts that Observable ❑Nat Obse rta :► •..t �- re 1 extends over insulation �} ' J• t' v. � .•{f:a:;.;r.,❑Not Applicable I 402.2.4 Attic access hatch and door ;• Ft R- ;❑Complies ; [F1311 Insulation zR=value of the 1 1 ![]Does Not, i adjacent assembly []Not Observable ❑Not Applicable• 402:4,1.2 Blower door'test @ 50 Pa. <c5 ; ACH 50= -ACH 50 = ;❑Complles ; [FI1711 ach in Climate Zones 1-2,and ❑Does Not <=3 ach In Climate Zones 3-8. .,[]Not Observable.; i❑Not Applicable I 403.3:3 Ducts are pressure tested to ; cfrrl/100 ; cfrn/100 ;[]Complles ; [F[2711. determine air leakage.wlth 1 W I ft2 1❑Does Not either: Rough-In test:Total' ❑Nat Observable l leakage-measured with a 1❑Not Applicable pressure differential of 0.1 Inch 1 1 1 w.g.across the system Including 1 l the manufacturer's alr handier enclosure If Installed at time of test. Postconstructlon test:Total ! 1 l I leakage measured with a ' 1 1 pressure differential of 0.1 Inch ; w.g.across the entire system Including the manufacturer's air handler enclosure. . 403.3.4 Duct tightness test result of<=4 ; cfm/100 ; cfm/100 ;❑Complies ; [F1411 cfm/100 ft2 across the system or ft�— ft2 ;❑Does Not - <=3 cfm/100 ft2-without air handler @ 25 Pa. For rough-in , .; []Not Observable tests,veriflcatlon may need to ; UNot'Applicable' occur during Framing Inspection. I i 403.3.2.1 Air handler leakage designated [ 'k x �� '' ,y3� ❑Complies . (FI2411 by manufacturer at<=2%of 3 �:, . . ''° Me Does Not design air flow. 1 r xn r I []Not Observable , t=❑Not Applicable. nr,,�• 40 :1.V*:-:: Programmable thermostats ` i = : a " 4- r ❑Com lies ' iFl5l2` Installed for control of primary � r R � _ '' :❑Does Not heating and cooling systems and Initially set by manufacturer to `' `:; �• "? r €nx°``❑Not Observable •"'a"`:<"` code specifications. "�� r ❑Not Applicable i 403A;2.`.. Heat pump thermostat.Install ed ; ? x 'k. •i"�`,`❑complies ; [F'101z: on heat pumps. v tf , �� �. �x>❑Does Not a Wiz. Y F Fv� 1 bTeN",,[]Not Observable ; ❑Not Applicable i 40-.sA''..:; circulating service hot water �_ , 'N •> r - 's '� <❑Complles ; systems have automatic:or ❑Does Not accessible manual controls. ❑Not observable ❑Not Applicable , 1 High Impact Crier 1) 1-]Medium Impact(Tier 2) :3 1 Low Impact(Tier 3) Project Title: 390 Wavecrest Lane Report date: 02/05/21 Data filename: Page 7 of 9 -Section:. .'.':.• Plans Vailf] ... ::.Field Verified : ;•° ;.: .: k::.;; `• '.. Pinal Inspection Provlsians Complies? con meM (Assumptiohs." :.,Value Value All mechanical ventilation-s stem i 1 ? F,�r gl•, ; !' ❑Com Iles Y h :u +, �kLLr fit. Y " yg:rk P (F125]. fans not Part of tested and listed ❑Does'Not ; HVAC equipment meet efficacy , , '' „�g •:;::� Not Observable and air flow limits per Table '* ` •f. �" "' ��_ a+" ❑ R403.6.1. '` ' _ x .r' 5❑Not Applicable. :q 403; Hot water bolters supplying heat "�`1i '' ''" ❑Com lles ' through one-:or two=pipe heating .' xW ❑ 1 �' z y. � Does Not. ' systems have outdoor setback °' `�� fi���- "t��r• _ ,-� .- ; ❑ Observable Not Obble , control to.lower boiler.water<' temperature based on outdoor ,' '' s 4 ::t' :Mot Applicable ,I temperature. 403S1' Heated water circulation systems ' ='r „% :t "Fq _ a'� ❑Compiles ' pl". t.''L i � 1 have a circulation um The kk ,. ;� '' 1 �` `.F ' pump. � $ , : ; `-�' �'� ���T •-••e��.Oboes Not system.return pipe Is a dedicated � return pipe or a cold.water supply Y .� ;u ,,r'; i� 3'S❑Not Observable pipe.Gravity.and thermos- []Not Applicable I tjj r'• y V X. • M jffi"yr 1 ;��.•-::: ��•:':`�:�, syphon circulation systems are r i��� `•�, � 1 not present.Controls for �;= x circulating hot water system ;s pumps start the pump with signal l :~ for hot water.demand within the ` I occupancy.Controls automatically turn off the pump when water is in circulation loop is at set-point temperature and no demand for hot water exists. 404kq,AJ, Electric heat trace systems ❑Complies I [F12 ']?; `_` comply'with IEEE.515.1 or UL ?l '' 1 �' s - ,`� '❑hoes Not 515.Controls automatically CINotObservable I ;:r:::;.;:;adjust the energy Input'to the , heat tracing to malritaln the , f ' ❑Not Applicable I desired water temperature In the a ' piping. +4Q3i Demand recirculation water ❑Complies ; systems have controls that ❑Does Not I it m ;;;• manage operation of the pumps. and limit the.temperature of the ❑Not Observable ; ❑NotA ilcable ' water entering the cold,water a PP 1 piping to<=104AF. Drain water heat recovery units .qi:❑Complies tested In accordance with CSA ❑Does Not 1 03 5.1.Potable water-side del pressure lose of drain water heat ' j' ❑Not Observable recovery units< 3 psi for �_ + � L []Not Applicable I Individual.units connected to one or two showers. Potable water- '+ side pressure loss of drain water 1 heat recovery units.<2 psi for ;� ' • , ,u�X., ' r` d2. individual-units connected to three or more showers, z. �+ 3. �; t.• d ; 404.1 90%or more of permanent ❑Compiles ; f IF1611 fixtures have high efficacy lamps, ❑Does Not ❑Not Observable ❑Not Applicable 'I 1 404.L1 Fuel gas lighting systems have rnt.❑Complies [P123]3 , no continuous pilot light. !u� S :_j - ' fir.❑Does Not I ,',' ❑Not Observable ONot Applicable 40 3': CompUance certificate posted, r ; E.§� °;' ..' :;Jam;„! ` Y"` ❑Compiles ; jl7j? .. :tt � �, Y � r.❑Does Not {z .tir r #rY,��❑Not Observable ; a, ;a td ; ❑Not Applicable, 1 High Impact(Tier 1) '2- Medlum Impact(Tier 2) -'3 IlLow.Impact(Tier 3) Project Title: 390 Mvecrest Lane Report date: 02/05/21 Data fllename: Page 8 of 9 Plans Verified :. FIe1d Verltiled„, Inspection ProvEsions CoMPlles�' Co'maients/Assumptions,. &Re :ID: .Valae ;:Value's 303:3 Manufacturer'_manualsfnr �-"y<ti ; 's ' <kl„R y "•3 OCompfles. ; :iA`7i ` [F118 mechanical,and water heating, '�' ` ~� '` ` ' "`s -xr✓ s L 3 :4..'F 1 1 f is I''' : r'ik. P ❑ .. �, g. ,;s.^:�r�A;����.�' �i'A"� �' *�� �°��• �%�� 'i� l)oes'N.ot s stems have been provided: _ :; af ' ,may 1 Y � ''s: 'L,�ti,.��, �• ,�' •°`.r•�. �'' �'• ;�d []Not Observable _ ... �Jij"2y�„•-t,",I�usM f• je ��tt tF vi2 �o i,ti�• dory '4:'.".�3'I;1'k` + II"'�1��.�(A•�. 1 ?i•{f?' i£;' 41A4 ��t•.iFT'').:'•i .. A??�i4�4',ONot Applicable Additional Corinments/Assumptions: 1 High.Impact(Tier 1) 2 Medium Impact(Tier 2) 1.3'1 Low Impact(Tler:3) Project Title. 390.Wavecrest Lane. Report date: 02/05/21 Data filename: Page 9 of 9 20-18 IECC Energy Efficiency Certificate Insulation Rating R-ValUe Above-Grade Wall 15A0 Below-Grade Wall .0.00 Floor 30.00 Ceiling/ Roof 38.00 Ductwork(unconditioned spaces): . Glass . i . • • Window 0.30. 0.30 Door Heating & Cooling Heating System: Cooling System: Water Heater: Name:. Date: Comments FND . ra CM d FND v i i i LANE ?�r T CREST ��OF PAST Y� A V E 50' WrnE) /«�' °� CM FND 134 2.6 9 ELEc _AO 85 BOX %1 / /� F m � � O J DEEE P.ODB D ASPHALT w J UNDERGROUND �+ PAVEMENT TANK O WDF .a DRIVEWAY 0 O0 er. w QQQ FRONT 35�' ON PORCH QQ PORCH 1 7'7 57150 0 19.32+ o G3 S' K O TOR c 0 CA qLL 2125' N FM LOT 41 1a3' N OAS RESIDENCE 1 STORY IJNE IN TAX LOT 5 FRAME RESIDENCE 1.6 176 N.O.F. A. GRACE CHI- ' N 46.4 18.0 WDF CLF + 0.22E 0.15W o BASEMENT a: f6 ENTRANCE v+� 28.O�RRACE FM LOT 43pROPO PA�10 , RESIDENCE TAX LOT 3 N.O.F. J. WILBUR CLF O.L. + 'xWRRE FEN FM LOT 42 RESIDENCE TAX LOT 4 CLF 0.15E ANG.IRON o. WIRE FE. FND p WIRE FE. O.LE/W 0.03E N NOTE o ? 0.28N 0.66N LOT NUMBERS REFER TO THE MAP OF *Co b. OF SALTAIRE ESTATES MATTITUCK CIF. '` 9. �n�v'' O.LN/S ++ w FIRE PIT SHED FILED;AUGUST 3RD 1966 O.LE/W 0Q� 00 AREA HIE AS FILED MAP # 4682 $73 ' , SCTM 1000-100.00-03.00-004.000 ' 'A"FN�°N 3g.79 233 �/ OJOS CIA � o, WIRE FE. SHED LOT OCCUPANCY CALCULATIONS o.23E � O.LE/W CP AREA OF PROPERTY __ 24,721.85 S.F.. o o SHED WDF 3.0E 39 0.3S BUILDING 1,637.5 S.F.. 8. ,� �'' DRIVEWAY_____________ 876.2 S.F TAX LOT 8 WIRE FE. ,, (Ju CM FND COVERED DECK _____ 247.2 S.F. N.O.F LUTZ 022w 7600 ' 50 11�' 0.07E FIRE PIT AREA __N______ 157.0 S.F. s BASEMENT ENTRANCE ___ 132.0 S.F. Anc. IRON FND TAX GRAPHIC SCALE LOT f8 WALKWAY 93.1 S.F. 0.45S svFFozz COUNTr 30 0 15 30 COVERAGE TOTAL ------3,143.00 S.F. LOT AREA LOT OCCUPANCY_—_____ 12.7%f TOTAL COVERAGE 24,721.85 S.F. 0.56 ACRES ( IN FEET ) NOTE:BUILDING INFORMATION FOR PROPOSED PORCH AND TERRACE 1 inch = 30 ft. PROVIDED BY OTHERS EREVRE 03 26 21 ADD PROPOSED PORCH PATIO — DATE DESCRIPTION BY +�CHK UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A LICENSED LAND SURVEYOR'S SEAL IS A VIOLATION OF SECTION 7209, SUB—DIVISION 2, OF THE NEW YORK STATE EDUCATION LAW. ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED WITH A ORIGINAL OF THE LAND SURVEYOR'S INKED SEAL OR HIS EMBOSSED SEAL SHALL BE CONSIDERED TO BE VALID TRUE COPIES. CERTIFICATIONS INDICATED HEREON SIGNIFY THAT THIS SURVEY WAS PREPARED IN ACCORDANCE WITH THE EXISTING CODE OF PRACTICE FOR LAND SURVEYS ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS, SAID OF 1E t CERTIFICATIONS SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, .`P W sC� ��,A CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS.� SURVEYED FOR 390 WAVECREST LANE � CERTIFIED TO PROPERTY AT MATTITUCK TOWN OF SOUTHOLD SUFFOLK COUNTY, N.Y. , s 0 05010�� ��, NORTH SHORE SURVEYORS LLC. DWG KJMPATRICIA RI CH ARD & S AQUEBOG E, NEW YORK 11931 CHKD LV P A TR I C I A WRIGHT LAND� � SCALE 1 "= 30' FILE NO. 20-139 DATE 10/21 /2020 00 C� �n 00 cl � w w H � o U a ' UP o N M M � wZD W UNFINISHED BASEMENT — — — o— — — e — — — o— I t VESTISULE i U N U P Q� I I — — I — -� �FZED ARC 10 0 530 p4 FQ FOU N DA-r i oN PLAN SCALE: No. Date Title REVISIONS: Drawn By: R I"I I"1 Date: 12/12/23 Drawing No.: w Q OF SHEETS 6 Q U °° �,Okn 00 N v Q z W U o � o PATIO AT GRADE ° n ak�, Li L x °° u N wT N ~ M M COVERED PORCH KITCHEN Z GREAT ROOM p o � w CL DEN U BEDROOM LN L BEDROOM AT�-I � 00 C L d BAT44 L DO u tFocti/� COVERED DN A PORCH 0 S39� p� �OP NE y a a FIRST FLOOR PLAN SCALE: %Q"=V—O" No. Date Title REVISIONS: Drawn By: Rr11"1 Date: 12/12/23 Drawing No.: w Q OF SHEETS UPLIFT CONNECTIONS(IF APPLICABLE) HOLD DOWN CONNECTIONS(IF APPLICABLE) DETAIL AT DECK(IF APPLICABLE) RAFTER OR TRUSS UPLIFT CONNECTION FORCES FROM WIND(ASD) (POUNDS PER CONNECTION) SIMPSON STRONG TIE RAFTER CONNECTOR SIMPSONSTRONGTIERAFTERCONNECTOR Refer to table R 80 C of the I.R.C. N) HDU4-SN HOLDDOWN MIN.DISTANCE HDU4SDS2.5 MIN.DISTANCE FROM TABLE A R POSPISIL & BROWN RIDGE 12" RIDGE NAIL C&(�6"O.C. DO NOT CUT HOLES FROM TABLE B ANYWHERE IN WEB OUT- EXPOSURE B 12" FOR Fl7LL LENGTH NO FIELD CUT 1y"HOLE MAY BE CUT NAILS 6'O. CARRIAGE BOLTS LARGER THAN 1 1/2" Ultimate Design Wind Speed V(ult)(MPH) RAFTER OF STUD HOLES IN IN CANTILEVER RAFTER OR ROOF SPAN 120 130 140 RAFTER SIDE OF HATCHED ZONEDO NOT CUT OR ARCHITECTS, P.C. (2)2X GIRDER HATCHED ZONES 6" ❑ O °° � O 6" NOTCH FLANGE. TRUSS SPAN (feet) ° 2-1 ROOF PITCH ROOF PITCH ROOF PITCH ° ° ° BLOCKING @ 0 0 • ENDWALL 6 <5:12 >5:12 <r,:12 >5:12 <5:12 >5:12 0° °o WOOD POST 6" L1 2 X D1 D1 L2 2X L2 D2 6" 6" 12 93 85 126 117 162 150 o MINIMUM MINIMUM 18 118 108 162 149 209 194 •' °r° (APPLIES TO ALL OSTANCHOR HOLES EXCEPT CLOSELY GROUPED ROUND HOLES ARE Lsu SIMPSON Hol DDOWN PERMITTED IF THE GROUP PERIMETER MEETS 24 144 130 198 182 255 237 HDU4-SDS2.5 KNOCKOUTS) www.pospisilbrown.com REQUIREMENTS FOR ROUND OR SQUARE HOLES. DO NOT CUT HOLES IN CANTILEVER REINFORCEMENT. 141 Hampton Road T:631.283.3465 16"O.C. 28 161 145 222 203 287 266 MINIMUM-END SUPPORTDISTANCE FROM EDGE OF HOLE TO INSIDE FACE OF NEAREST END SUPPORT Southampton,NY. 11968 F:631.283.3593 32 178 160 246 226 319 295 STRUCTURAL RIDGE BEAM -. ONCRETE PIER ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE DETAIL RIDGE BOARD DETAIL CATHEDRAL CEILING DETAIL HOLD DOWN CONNECTION BETWEEN FLOORS j JOIST SCALE:NOT TO SCALE CALE:NOTTOSCALE DEPTH 2" 3" 4" 5" 6%" 7" 8%' 11" 13" 2" 3" 4" 5" 6%" 7" 87/" 11' 13" 36 194 176 270 247 351 325 TJI@ SCALE:NOT TO SCALE 42 221 198 306 281 399 370 SIMPSON STRONG-TIE ITEM CS20 OR LSTA 15 LSU26SIMPS0�6TRONGTIE LSU SERIES DETAIL TYPICAL DECK RAILING/POST ANCHOR 9�" 360 1'-6" 2'-0" 3'-0" 4'-0" 6'-0" 1'-6" 2'-6" 3'-6" 6-10" 5'-6" 48 246 221 343 314 447 414 PROVIDE GS20 WITH LSU28-2x8,2xi0,2xl2 SCALE:NOT TO SCALE 117/" 560 1'0" 1'-0" V-6" 3'-0" 5'-W 5'-6" 8'-0" 1'-0" 2'-0" 3'-6" 5'-0" 7'-0" 7'-6" 8'0" Project Name: PROVIDE CS20 OR LSTA 15 5)BD COMMON NAILS @EACH SIDE. SIMPSON HOLDDOWN (2)16D COMMON NAILS 14" 560 1'-0" 1'-0" 1'-0" 1'-0" 2'-6" 3'-0" 6'-0" 9'-0" 1'-0" 1'-0" 1'-6" 3`-6" 6'-6" 7'-0" 9'-0" 10'-0" PROVIDE @ EA.RAFTER WITH(7)10D COMMON NAILS HDU4-SDS2.5 @ 6-O.C.OF STUD FOR FULL LENGTH 16" 560 1'-0' V-0" 1'-0" 1'-0" 1'-0" 1'-0" T-O' 6'-6" 10'-0" 1'0" 1'-0" 1'-0" 1'-6" 5'-0" 6'-0" 0'0" 11'-0" 2'-0" PROVIDE @ EA/RAFTER ALLOWABLE DEFLECTION F STRUCTURAL MEMBERS MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS WOOD BEAM Refer to table R 301.7 of the I.R.C.2018 Refer to table R 301.5 of the I.R.C.2018op ^ SIMPSON BC COLUMN CAP CAF -rRussp� Wright Residence SIZE AS REQ. TABLE B-INTERMEDIATE OR CANTILEVER SUPPORT g ALLOWABLE USE LIVE LOAD DEAD LOAD MINIMUM DISTANCE FROM EDGE OF HOLE TO INSIDE FACE OF NEAREST INTERMEDIATE OR CANTILEVER SUPPORT STRUCTURAL MEMBER DEFLECTION Attics without storage 10 PSF 10 PSF wooD POST Rafters having slopes greater than 3:12 with finished ceiling U180 Attics with storage 20 PSF 10 PSF BLOCKING @ ENDWAL JOIST ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE 0 DEPTH JI 2" 3" 4" 5" 6%" 7" 87/" 11" 13" 2" 3" 4" 5" 6%" 7" 87/" 11" 13" Wavecrest Lane Attics 30 PSF 10 PSF 2'-6" 3 4' 4'-0" 5'-0" 8'-0" Z-6" T-O" 4'-6" 6'-6" T-6" " ";t$�:'I peQUIRED not attached to rafters n 9y2'"" 360 T-O" 4'-0" 6-6" 6'-6" 9'-0" T-O" 4'-6" 6-6" T-6" 8'-0" � � Mattituck , New York ° FOUNDATION WALL _jf 560 1'$" 3'-0" 4'-6" $" 8'-0" 8'$" 12-0" 3'-0" 4'6" 6'-0" 8'-0" 10'6" 11'-0"12'-0"Interior walls and partitions H/180 Balconies&decks 40 PSF 10 PSF ° a • . A WOOD POST o 560 T-O" 1'-0" T-6" T-6" F-6" 6'-6" 9'-6" 1 T-6" V-0" T-0" 5'-0" 7'-0" 10'-0" 11'-0"13'-6" 15'-0" Floors U360 Guards and handrails 200 PSF 10 PSF o 560 V-0" 1'-0' V-0" V-0" 2'-6" 3'-6" T-0" 11'-0" 16-0" 1'0" 1'-0" 3'6" 5'-6" 9'-0" 10'-0" 14'-6" 16'-0" 18'-0" Ceilings with brittle finishes(incuding plaster&stucco) U360 Rooms other than sleeping rooms 40 PSF 10 PSF %'DIA.ANCHOR ROD(ASTM A36) "" DRILL AND SET INTO TOP OF 2 MIN SIDE COVER RECTANGULAR HOLES BASED ON MEASUREMENT OF LONGEST SIDE. ) Ceilings with flexible finishes(including gypsum board) U240 Sleeping rooms 30 PSF 10 PSF FOUNDATION WALL HOLES MAY BE LOCATED VERTICALLY ANYWHERE WITHIN THE WEB.LEAVE 1/8"OF16 V4EB MINIMUM AT TOP AND BOTTOM OF HOLE. ' ` r ^ ""i /- // HILTI HY200 ADHESIVE SYSTEM OR (MINIMUM) fi L Uivh3, i I G _ ( L .. All other structural members U240 Stairs 40 PSF 10 PSF EQUIVALENT,6"EMBEDMENT,MAINTAIN SIMPSON Pasc KNOCKOUTS ARE LOCATED IN WEB AT APPROXIMATELY 12"ON-CENTER;THEY DO NOT AFFECT HOLE PLACEMENT. (I LEAD CO; TENT bl ,FOR SIMPLE SPAN(5'MINIMUM),UNIFORMLY LOADED JOISTS USED IN RESIDENTIAL APPLICATIONS,ONE MAXIMUM SIZE ROUND COX TENT STRONG TIE 3'MIN.TO EDGE OF CONC. COLUMN BASE •v ° •° ' ' Exterior walls-wind loads with plaster or stucco H/360 Roof loads(Adjustments per table R301.6) 20 PSF 20 PSF HURRICANE CORNER HOLD DOWN-OPTION SIZE AS REQ °°;.q HOLE MAY BE LOCATED AT THE CENTER OF THE JOIST SPAN PROVIDED THAT NO OTHER HOLES OCCUR IN THE JOIST. iFR i tr-1.A TE )F 00061 f APPROVED �y 1, 1 � TIE MODEL R H2.5A PROVIDESIMPSON STRONG-TIE ITEM:EXTERIOR WALL •'.*' DISTANCES ARE BASED ON THE MAXIMUM UNIFORM LOADS FROM CURRENT(LEVEL SPECIFIER'S GUIDES.FOR OTHER LOAD `fit^PRO ED AS ��®i ED @ PROVIDE @ EA.OUTSIDE EXTERIOR WALL CORNER(SEE PLANS) � Exterior walls wind loads with other brittle finishes H/240 Garages 50 PSF 50 PSF EA.RAFTER CONDITIONS OR HOLE CONFIGURATIONS USE ILEVEL®TJ-BEAM®SOFTWARE OR CONTACT YOUR[LEVEL REPRESENTATIVE. S' LDER U ED 1 ! v ,1 SIMPSON STRONG-TIE ITEM:H2.5A SIMPSON STRONG-TIE ITEM:LSSU SERIES DATE: ��'• B.P.#_.L�`5 Exterior walls-wind loads with flexible finishes H/120 MODEL PER RAFTER SIZE 'r r r PROVIDE @EA,RAFTER PROVIDE @EA.RAFTER DETAIL CORNER HOLD DOWN-OPTION ALLOWABLE HOLES - TJIO JOISTS `7�_t,��• `�Y T� Lintels supporting masonry ve'ieer walls LI6O0 DETAIL TYPICAL PORCH BEAM/COLUMN ANCHORS R E/r LL L t { / ). FEE: BY: DETAIL HURRICANE CLIP DETAIL HIP-RAFTER CLIP SCALE:NOT TO SCALE SCALE:NOT TO SCALE NOTIFY BUILDING DEPARTMENT T FASTENING SCHEDULE SCALE:NOT TO SCALE SCALE:NOT TO SCALE p?bearing plate by simpson 765-1802 8 AM TO 4 PM ,FO�i THE SIMPSON FOLLOWING INSPECTIONS: IMPSON STRONG TI WITH 112"0 GALV. Refer to table R602.31 of13I.R.C.2018 HURRICANE "tread rod THREADED ROD WITH 1. FOUNDATION - TWO REOUiRFD, TIE MODEL NO.H2A • NUTS AND WASHERS FLOOR SHEATHING NAILED 7 •° FOR POURED CONCRETE• (INSTALL AT EVERY 6'MAX.O.C.TO JOIST WITH MICROLLAMOLVL 2 X DIAMETER OF THE NOTES: 2. ROUGH - FRAMING & P.LIJMBINC;� Number&T e of Fastener Spacing an Location @EA.RAFTER min.edge distance OTHER DECK JOIST) HOLDDOWN AND PARALLAM® LARGEST HOLE 3 DEPTH 1. ALLOWED HOLE ZONE SUITABLE FOR UNIFORMLY LOADED HEADERS AND BEAMS ONLY. Description of Building Element YP ° • ouble 2x mn. PS HOLE ZONE (MINIMUM) 2. ROUND HOLES ONLY 3. INSULATION ROOF FRAMING A34 A34 for header or beam 3. NO HOLES IN CANTILEVERS. 4. FINAL - CONSTRUCTION MUST . 1 Blocking between ceiling joists or rafters to top plate 3 8d common toe nail 4. NO HOLES IN HEADERS OR BEAMS IN PLANK ORIENTATION. BE COMPLETE FOR C.O. dE 5. DO NOT CUT,NOTCH OR DRILL HOLES IN HEADERS EXCEPT AS INDICATED IN ALL CONSTRUCTION SHALL MEET THE 3-8d common per joist,toe nail ILLUSTRATIONS AND TABLES. 2 Ceiling Joists and top plate MTS30 MTs30 6. ANY OPENING OUTSIDE THESE CONSTRAINTS MUST BE APPROVED BY THE 3 16d common face nail cmv coupler nut bysimpson REQUIREMENTS OF THE CODES OF NEW 3 Ceiling joist bitattachecltoparallelrafter,lapsoverpartitions ) DECI<Jolsr STRUCTURAL ENGINEER. YORK STATE. NOT RESPONSIBLE FOR 4 Ceiling joist attched o parallel rafter(heel joint) 4-16d common face nail(referto table R802.5.1(9)of the I.R.C.201s min end distance MICROLLAM LVL AND DESIGN OR CONSTRUCTION ERRORS, 5 Collar tie to rafter,face nail or 1 "x 20 ga.ridge strap to rafter 3-10d common face nail,each rafter LOOK JOIST PSL PARALLAM HEADER MAXIMUM ROUND (SOLID 2X JOIST OR 2X DEPTH HOLE SIZE BLOCKING) U3 ALLOWED HOLE ZONE U3 6 Rafter or roof truss to plate 3-10d common 2 toe nails n one side&1 toe nail on each side SIMPSON LUS IDLE SPAN 4Y8" 1" RETAIN STORM WATER R U N C F F DETAIL HOLLOW COLUMN CONNECTION HANGER 5�" 1�" O �)ry L�� ,A r I- r .I ,� -, , C r 3-16dcommon toenail SCALE:NOT TO SCALE X12P.T.LEDGERWITH PURSUANT TO C 'AFTER 231G fV VY JDES Roof rafters to ridge,valley or hip rafters 7Y4"to 20" 2" I` 1/11 YC% -ti STAT & T O V t� �• 7 or roof rafters to in.2"ridge beam 2-16d common end nail 116" THROUGH BOLTS @ OF THE TOWN C 0 E. RAFTER CONNECTION TO RAFTER CONNECTION TO 16"O.C.STAGGERED SEE ILLUSTRATION FOR , � DETAIL TOP PLATES&STUD WALL DETAIL TOP PLATES&STUD WALL(w/HEADER) CONTINUOUS FLASHINJ ALLOWED HOLE ZONE A'= REQUIRED D CONDITIONS 07 WALL FRAMING (PROVIDE ADDITIONAL WASHERS AT THROUGH BOLTS TO SCALE:NOT TO SCALE SCALE:NOT TO SCALE PROVIDE A 1/4'MIN.SEPARATION FROM THE BUILDING) SOUTHOLD TOWN ZaA 8 Stud to stud(not braced) 16d common 24"ocfacenail SIMPSON STRONG-TIE ITEM: SIMPSON STRONG-TIE ITEM: TYPICAL ILEVEL LVL PENETRATION SCHEDULE AND DETAIL A3418GA 1-7/16WA/2" A3418GA 1-7/16"x2-112' DETAIL p' THOry TYPICAL DECK JOIST TO BUILDING SOU 1 fIVLD TOWN PLANNINGG�J�''" 9 Stud to stud and abutting studs at intersecting wall corners(at braced wall panels) 16d common 16"oc face nail USE 8-8D-PLACE @ 16'O.C. USE 8-8D-PLACE @ 16'O.C. CONNECTION DETAIL NOT TO SCALE - i 16d common 16"OC face Hall SIMPSON STRONG-TIE ITEM: CS20 ° SOUTFIOLD TOWN TRU��r_ 10 Built-upheader 2"to 2"header with "spacer) SIMPSON STRONG-TIE ITEM: ° SCALE:NOT TO SCALE ( 2 P ) MTS3016GA 30'LONG MTS3016GA 30'LONG Ir USE 7-1 OD NAILS TO RAFTERS USE 7-tOD NAILS TO RAFTERS 11 Continuous header to Stud 4-8d common toe Hall rR'' tt/+ USE 3-8D NAILS MIN TO PLATES USE 3-8D NAILS MIN.TO PLATES 7-MINI UM .`l,S.DEC i 12 Top plate to top plate 16d common 16"oc face nail USE 7-10D NAILS TO STUDS USE 7-10D NAILS TO STUDS ° (3)LVL 8" _ 16" a 13 Double to late splice for SDCs A-D2 with seismic braced wall line spacing<25' 8-16d common face nail on each side LTP4 518"0 A307 BOLTS p p P P 9 (min.24"lap spl ce each side of end jo nt) USE EVERY OTHER NAIL HOLE IN A ROW TO PROVIDE 14 Bottom late to joist,rim joist or blocking(not at braced wall panels) 16d common 16"oc face nail r THE CODE REQUIRED MINIMUM CENTER TO CENTER SPACING FOR NAILS 15 Bottom late to joist,rim joist or blocking(at braced wall panels) 2-16d common 2 each 16'oc face nail I �- _ _ _ "n"'UPANCY C 16 Top or bottom plate to stud 4-8d common toe nail � � L � r 2-16d common end nail - _ -�j ;�r^ MTS30 AT RAFTER SIMPSON STRONG-TIE ITEM CS20,LTP4 SIMPSON STRONG-TIE ITEM:LBPS ACZ TIS 17 Top plates,laps at corners&intersections 2-16d common face nail TO HEADERS BY N !• P - MIN.1 'SIMPSON STRONG TIE' PROVIDE CS20 X 24",USE 9-10D NAILS @ STUD&9-10D INSTALL 5B'DIA.BOLTS: ,wk ����4 +�{E _ r.�,- NAILS @BOX&PLATE @EVERY STUD 2 STORY:48"O.C.PER IRC 2015 R40:3.1.6 UNO 6„ �( f 0 U T C E TA= 1 �- 18 1"brace to each stud and plate 2 Sd common face nail LTP4 WITHIN IT FROM END PLATE SIMPSON STRONG-TIE ITEM:ACZ COUNTERSINK BOLTS t O{ `) L_ 19 1"x6"sheathing to each bearing 2-8d common face nail CL AR PROVIDE LTP4 20 GA.TX41/2'LATERAL TIE PLATES, (MIN.2 PER PLATE) (2)FLITCH PLATES + _ ^ LTP4 20GA.3"x 4-112' SPAN USE 6-8D X 1 1/2•NAILS IN PLATE&6-8D X 1 1/2"NAILS � pr,• k 20 1"x8"sheathing and wider sheathing to each bearing 3-8d common face nail LATERAL TIE PLATES CS20 C T INTO BOX v tj� Y��y USE 12-8d x 1-1/2'NAILS LENGT DETAIL POST&BEAM CONNECTION (6 NAILS INTO PLATE, FLOOR FRAMING 6 NAILS INTO BOX DETAIL DBL.SILL PLATE TO FLOOR TO STUD DETAIL SILL PLATE TO FOUNDATION PLACE @ 32'D.C. I MIN.12 SCALE:NQTTQSQALE FLITCH BEAM DETAILS (IF APPLICABLE) 21 Joist to sill,top late or girder 3-8d common toe nail PROVIDE MINIMUM 7/8 III SCALE:NOT TO SCALE SCALE:NOT TO SCALE NOT TO SCALE 22 Rim joists,band joists,or blocking to sill or top plate 8d common 6"oc toe nail END DISTANCE EQUAL NUMBER OF SPECIFIED NAILS IN EACH END - 23 1"x 6"subfloor or less to each joists 2-8d common face nail HANGER CONNECTION DETAILS(IF APPLICABLE) DETAIL FLOOR TO FLOOR CONNECTION DETAIL EXTERIOR HEADER TIE DETAIL 24 2"subfloor to joist or girder 2-16d common blind and face nail SAW LUMBER ENGINEER WOOD JOISTS SCALE:NOT TO SCALE SCALE:NOT TO SCALE 25 2"planks(plank&beam-floor&roof) 2 16d common at each bearing,face nail TMINIMUM (2)SIMPSON LSTA 21 L I SIDECOVER (2)SIMPSON LSTA 21 26 Band or rim joist to joist 316d common each nail SIMPSON STRONG-TIE ITEM:GS20 20 GA. SIDEC 20 GA.38•L(PLACE @ 16'O.C.) 1-1/4'W X 211 o STRAPS STRAPS CLEAR SPAN+24' (1)@ SPANS LESS THAN 6-V w/1610D NAILS o 0 20d common nail each layer:32"oc at top&bottom&staggered USE 9-10D NAILS @ EA.END LENGTH STUD (2)@ SPANS GREATER THAN 6'-V&LESS ® Date: 27 Built-up girders and beams,2"lumber layers TOTAL OF 18-10D NAILS THAN 12'-0'w/1610D NAILS File for Permit 02-03-21 2-20d common face nail at ends&at each splice (ADDITIONAL NAILING THRU PLATES&BOX ° U I�) • A 28 Ledger strip supporting joists or rafters 3-16d common at each joist or rafter,face nail SIMPSON HD5A AT EACH END Note: °° ep :° °��•�.•. OF WALL INCLUDING WINDOW E THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF 29 Bridging to joists 2-1 Old(3"xO.128") each end,toe nail AND DOOR HEADERS POSPISIL&BROWN ARCHITECTS,P.C.AND ARE FOR USE SOLELY WITH RESPECT TO THIS PROJECT.THEY ARE NOT TO BE USED BY THE OWNER,CONTRACTOR,SUB-CONTRACTORS OR ROOF SHEATHING SUPPLIERS ON OTHER PROJECTS OR FOR ADDITIONS TO THIS SIMPSON STRONG-TIE ITEM:HU7 SIMPSON STRONG-TIE ITEM:MIT SIMPSON STRONG-TIE ITEM:AB 2X6 STUD WALL 16"O.C. PROJECT OUTSIDE THE SCOPE OF THE WORK.POSPISIL& BROWN ARCHITECTS,P.C.SHALL BE DEEMED THE AUTHORS " " 15 132 STRUCTURAL I PLYWOOD AND RETAIN ALL COMMON LAW,STATUTORY AND OTHER Structural Panels 8d common 6 edge/6 field(use 8d ring shank nails PROVIDE HU7 @ EA.Jolsr PROVIDE MIT@ EA.JOIST PANELS INSTALLED VERTICALLY RESERVED RIGHTS,IN ADDITION TO THE COPYRIGHTS.THE 5'-0"from gable ends&eaves) DESIGN SHOWN AND DESCRIBED HEREIN,INCLUDING ALL DETAIL FACE MOUNT HANGER DETAIL FACE MOUNT HANGER DETAIL POST&BASE CONNECTION P T BOTH SIDES OF WALL. 6"O.C. TECHNICAL DRAWINGS,ARE PROPRIETARY AND CANNOT BE E J S EDGE NAILING AND 12"FIELD WITH COPIED,DUPLICATED,OR COMMERCIALLY EXPLOITED,IN Diagonal Board Sheathing SCALE:NOT TO SCALE SCALE:NOT TO SCALE SCALE:NOT TO SCALE Threaded 10D NAILS 1-1/2"MIN. WHOLE OR IN PART WITHOUT WRITTEN AUTHORIZATION OF 1"x 6"or 1"x 8" 2-8d common per support Ro Studs PENETRATION INTO FRAMING. POSPISIL&BROWN ARCHITECTS,P.C. 1"x 10"or wider 3 8d common per support WINDBORNE DEBRIS PROTECTION(IF APPLICABLE) FRAMIN Floor Joist COPYRIGHT 2021. ALL RIGHTS RESERVED. Ceiling Sheathing(gypsum board) 5d coolers 7"edge/10"field Seal: Table R301.2.1.2 NYS IRC Windborne Debris Protection 3"No.8 SCREWS 12"O.C. wagers Fastening Schedule for Wood Structural Panels WALL SHEATHING Structural Panels 8d common 3"edge/12"field Fastener Type Panel Span Panel Span Panel Span o- 0 Less than or Less than or Less than or WASHER(TYP.) SIMPSON STRONG-TIE F "� Structural Fiberboard Panels 2" 1 gaN.roofing nail, "head d,or 1" 3"edge/6"field crown staple 16 ga.1}long Equal to 4 ft Equal to 6 ft Equal to 8 ft HD5A BETWEEN FLOORS Structural Fiberboard Panels ^ 14"gaN.roofing nail,?g'head d.,or 1" 3"edge/6"field No.8 wood screw " " " 1/2'PLYWOOD • .' it 32 crown staple 16 ga.1""long based anchor with 16 O.C. 10 O.C. 8 O.C. *MINIMUM OF SEVEN BOLT m DIAMETERS TO ACHIEVE ^r r 11 ) 2"embedment length GLASS TABLE LOADS.THIS DISTANCE Gypsum Wallboard(2") z galy.roofing nail;staple galy.l • 7"edge/7"field g long;I t screws type W or S Gypsum Wallboard(8") 1 "gaN.roofing nail;staple galy.1 ' 7^edge/7"field No.10 wood screw DISTANCE MAY INCREASED IS DESIGNED INTO HOLD DOWN ION;t g"screws type WorS based anchor with 16"O.C. 12°O.C. 9"O.C. 2-8d common (See table 3.9) 2"embedment length PLASTIC-COATED PERMANENT WOOD WITHOUT AFFECTING LOAD SCREW ANCHORS CAPACITY,PROVIDED THE Drawing Name: Diagonaloar ea iing ANCHOR NUT IS NOT C S This table is based n 180 ultimate design wind speed&a 33'-0'mean roof height OVER TORQUED,WHICH TYPICAL DETAILS 1"x 6"Or 1"x 8" 2 8d Common per Support -Fasteners shall be stalled at opposing ends f he wood structural panel.Fasteners shall be located a min V from the edge GLASS 1"x 10"or wider 3-8d common per support of the panel COULD SPLIT THE STUD. SIMPSON HD2A Anchors shall penetrate through the exterior wall covering with n embedment length of not less than 2"into the building 1/2 PLYWOOD FLOOR SHEATHING frame.Fasteners shall be located not less than 2 z"from the edge of concrete block or concrete. WITH SSTB20 A Where screws are attached to masonry or masonry/stucco,they shall be attached using vibration-resistant anchors FRAMIN Structural Panels having a minimum ultimate withdrawal capacity of 1,5001 NOTE: 1"or less 8d common 6"edge/12"field WINDOWS-GLAZED OPENING 10d common 6"edge/12"field ALTERNATE ANCHOR BOLTS MAYBE DRILLED greater than 1" FOR NEW CONSTRUCTION,EXTERIOR WINDOWS MUST BE PROTECTED VIA GLAZING MEETING AND/OR EPDXIED INTO FOUNDATION PER THE LARGE MISSILE TEST CERTIFICATION OF ZONE II ASTM E 1886-97 AND ASTM E 1996-99 APPROVAL OF THE ENGINEER. CONTRACTOR TO Diagonal Board Sheathing OR VIA STRUCTURAL SHUTTERS WITH ATTACHMENT HARDWARE PROVIDED.NEW STRUCTURES ASHER(TYP.) SUBMIT CUT SHEETS OF THE PROPOSED Drawing Number: 2-8d common per support 1"x Tor 1"X 8" LOCATED WITHIN ONE(1)MILE OF THE MEAN HIGH WATER MUST HAVE GLAZING CONFORMING ALTERNATIVE. 3-8d common per support 1"X 10"Or wider TO WIND ZONE III,MISSILES DEFINED IN PARAGRAPH 6 OF ASTM E 1996-99.GLAZING CONFORMING X�-3'No.8 SCREWS 12"O.C. ..._ 1 Nailing requirements are based on wall sheathing nailed 6"on-center at the panel edge.If wall sheathing is nailed 3"on-center at the panel edge to obtain higher shear TO WIND ZONE II,MISSILES CAN BE USED AT A DISTANCE GREATER THAN ONE MILE OF THE COASTLINE. TYPICAL SHEAR WALL DETAIL DETAIL A-TYPICAL ATTACHMENT OF PLYWOOD (If Applicable) capacities,nailingrequirements for structural members shall be doubled,or alternate connectors,such as shear plates,Shall be used t0 maintain the load path. PROTECTION DEVICES TO BE IN ACCORDANCE WITH LARGE MISSILE TEST OF OPENINGS PROTECTION TO WOOD-FRAME BUILDING ® = p NOT TO SCALE ASTM E 1996 AND OF ASTM 1886.AS NOTED IN NYS RESIDENTIAL CODE. ALTERNATE TO 130 MPH 3c CLOSER THAN ONE MILE TO COAST LINE OR GREATER THAN OR m _ - EQUAL TO 14OMPH CERTIFIED WINDOW INSTALLATION PLYWOOD PANEL WINDOW AND DOOR Q 1- nail per t. � �:.:.,.. 2 When wall sheathing is continuous over connected members,the tabulated number of nails shall be permitted to be reduced to 16d p foot. PROTECTION FOR WOOD FRAMED BUILDINGS ENGINEERED LUMBER-LVL 1.9E Fb-2,600psi &11 7/8"TJI/56OSERIES MAXIMUM VERTICAL SHEAR-2,050 Ibs DETAIL: PLYWOOD DETAIL @WINDOW OPENING r SCALE: NOT TO SCALE POSPISIL & BROWN FOUNDATION PLAN LEGEND ARCHITECTS , P.C . Existing Construction To Remain Existing Construction To Be Removed Poured Concrete Foundation Wall www.pospisilbrown.com 141 Hampton Road T:631.283.3465 L} Stone/ Brick Veneer Southampton,NY. 11968 F:631.283.3593 C.M.U. Block Wall - - - - Poured Concrete Footing Project Name: i 1 Steel Column L_J Wood Column ®' Wright Residence ❑ Post From Above 28'-0" --- Beam Line Direction of Framing Above r- - --- - - -- - Wavecrest Lane B.O.F. Bottom of Footing - - - � I [_ — — — — — — — —— — Mattituck , New York r- r- -- - - � T.O.L. Top of Ledge I L -- - - - - - I I I Line of concrete haunch I I -- I I I I I T.O.S. Top of Slab I I- - - - - - - - I 1 1 I I L- - - - - - - - I I I I T.O.W'. Top of Wall E . Equal E Slab on Grade F.V. Field Verify 2L 4 Thick concrete slab w/ G xG to - - - - - - - - Q I I wwm over G" gravel on well O.C. On Center I I compacted sub-grade - - - - - - - - - I I I T.B.D. To Be Determined - - - - - - II U.O.N. Unless Otherwise Noted - - - - - - - - il II Provide Concrete Haunch A.F.F. Above Flrnshed Floor for steps ExistmgStairway - - - - - - - - - - - to remain I I #5 Rebar dowels f— - - - - - - - -- - - -�� II Framing Notes: I I @ I G" o.c. Vert. typ. IL - - - - - - - - - - - - - - - - — � j- - - - - - - - - - - - - LJI 1 .) Provide solid blocking below all frame walls. 2.) All dimensions are from framing unless otherwise noted. I Q 3.) Use (3) 2x8 headers for windows and doors unless A otherwise noted. / \ 4.) Wide flange beams with offset point loads from above to / \ receive web stiffeners below offset point load, typ. -' / � L x 7 Q �I x (3 o Unflnlshed Basement N � I x � N z 4-1 ILI f- -- - - -- - --- --� 0 oIz cn w Existing Slab to be demolished of New slab to be poured min 30" below _ _ I Existing Dropped Girder new floor JoistsT_ - ---e'-- --A— I Mechanical Room O I Provide 8"type'x'gyp board N on all surfaces 41 New Slab c al I 3"Thick concrete slab w/ G"xG" I 2'-6°x o'-e° h 2'-I o°x 6'-e° Exist boiler wwm over G mil. polyethylene L°o _ - - - O O41 moisture barrier over G" gravel on Provide new 30"x 48" _ - - - x 'I z) U M well compacted sub-grade crawl space access 4 O 31 � - - - N C\J L x I Self Closing D-label I� ( — \ Fire rated door a] ,., ,LI u l New 3 2 Dia. Stl I o 4 Exist wr1 New 2 x 10 Floor Joists � - - - - I � \ -pro�nde fire stop Column on _ Vestlbule 3'-0"x 6'-8" caulk at opening DI 1 2"x 1 2"x 8" rein. - - o cone. footing Existing Foundation I I I O (2)2x 10 I I —I N UP Date: — — — — — — I " Exist Oil Tank File for Permit 02-03-21 New 2 x 12 Pressure Treated Ledger w/ carriage through bolts 0 : ::X: THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF I C) I O C) Q POSPISIL&BROWN ARCHITECTS,P.C.AND ARE FOR USE�-" F- i _ C) 0 n = J SOLELY WITH RESPECT TO THIS PROJECT.THEY ARE NOT TO BE x O O _ USED BY THE OWNER,CONTRACTOR,SUB-CONTRACTORS OR SUPPLIERS ON OTHER PROJECTS OR FOR ADDITIONS TO THIS O x O PROJECT OUTSIDE THE SCOPE OF THE WORK.POSPISIL& N — N I N ) N r BROWN ARCHITECTS,P.C.SHALL BE DEEMED THE AUTHORS N x _ AND RETAIN ALL COMMON LAW,STATUTORY AND OTHER N N RESERVED RIGHTS,IN ADDITION TO THE COPYRIGHTS.THE 10" reinforced Sono m Z DESIGN SHOWN AND DESCRIBED HEREIN,INCLUDING ALL p� TECHNICAL DRAWINGS,ARE PROPRIETARY AND CANNOT BE tubes w/ big belled ( Z L — — — �! COPIED,DUPLICATED,OR COMMERCIALLY EXPLOITED,IN footingIN PART WITHOUT I I I Cont. Flush 3 2"X 9 4" OSPISILO&BROWN ARCHIITECTS I CEN AUTHORIZATION OF Cont. Flush 3 2' x 9 -L P5L Plus 5L2 PSL Plus SL2 ti COPYRIGHT 2021. ALL RIGHTS RESERVED. GxG pressure - - - (@ - - treated post \ '/ \ Seal: `�'�*'RED ARCfy T , OLMIES FCj G'-J�4' G'- 4" G'-C I/4' 81-IJ2 rr 1 Q + r 27'-Vz" s+ ` 01 405 rgrF OF NO y0� FOUNDATION PLAN Drawing Name: i Scale:%4" FOUNDATION PLAN Drawing Number: 7. POSPISIL & BROWN FLOOR PLAN LEGEND ARCHITECTS, P.C . tz—= Existing Construction To Remain Extsting Construction To Be Removed ---. -� www.posplsilbrown.com 141 Hampton Road T:631.283.3465 New Framed Construction Southampton,NY. 11968 F:631.283.3593 Poured Concrete C.M.U. Block Project Name: I=q. Equal CE Centerline Wright Residence F.V. Field Verify O.C. On Center T.B.D. To Be Determined avecrest Lane , U,O.N. Unless Otherwise Noted Mattituck New York A.F.F Above Finished Floor e 0 Covered Porch Existing to Remain i - - - - - - -I o L — — — — — / Kitchen I I Demo Completely I I — — Great Room Existing Walls to W be removed as indicated / i / Hallway / Garaged Demo Existing Guest Bedroom Shared %a Slab Bathroo I Master Bedroom Powde Room emo — Completely Date: Closet ' File for Permit 02-03-21 Remove OH door Note: THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF POSPISIL&BROWN ARCHITECTS,P.C.AND ARE FOR USE SOLELY WITH RESPECT TO THIS PROJECT.THEY ARE NOT TO BE USED BY THE OWNER,CONTRACTOR,SUB-CONTRACTORS OR 1,4 SUPPLIERS ON OTHER PROJECTS OR FOR ADDITIONS TO THIS PROJECT OUTSIDE THE SCOPE OF THE WORK.POSPISIL& BROWN ARCHITECTS,P.C.SHALL BE DEEMED THE AUTHORS AND RETAIN ALL COMMON LAW,STATUTORY AND OTHER RESERVED RIGHTS,IN ADDITION TO THE COPYRIGHTS.THE DESIGN SHOWN AND DESCRIBED HEREIN,INCLUDING ALL TECHNICAL DRAWINGS,ARE PROPRIETARY AND CANNOT BE COPIED,DUPLICATED,OR COMMERCIALLY EXPLOITED,IN WHOLE OR IN PART WITHOUT WRITTEN AUTHORIZATION OF POSPISIL&BROWN ARCHITECTS,P.C. COPYRIGHT 2021. ALL RIGHTS RESERVED. Seal: ED 4 t;j-oziI, s 4f• "; EXISTING FI I�ST FLOOD PLAN .ak t Scale:14n = 1 '-0" v. yyyff %t Drawing Name: EXISTING FIRST FLOOK PLAN Drawing Number: �---, POSPISIL & BROWN ARCHITECTS , P.C . www.pospisilbrown.com 141 Hampton Road T:631.283.3465 Southampton,NY. 11968 F:631.283.3593 Project Name: 28'-0" FLOOR PLAN LEGEND - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Wright Residence Exi5tincg Construction To Remain I ,, r Exi5tin Construction To Be Removed I { Wavecrest Lane 1------- 9 I I � Mattituck , New York New Framed Construction 3 I I J A-4 Poured Concrete I I C.M.U. Block I Patio on Grade I — — — — — — — — — — I Bluestone Patio = Eq. Equal 1 71 0 I E ual C Equal 3 " u I l u 4'-�2 9'-�%4' l u I — Centerlire q q EQ EQ 8-8/4 1 2-5 4-0/2 7-3/4 41 F.V. Field Verify I I O.C. On Center T.B.D. To Be Determined iI r- - - - - - - - - - --- - - - --I U.O.N. Unless Otherwise Noted 1 1 6 G G r - - -C?2) „ E \ DN A.F.P Above Finished Floor — —— — — — — — 7 L" L L (2) 7 1i LVL - - - - - - -- - - - - (2) 7�" LVL Covered Porch I � — - -- -� 1- - - - - - -1 I � 102 3 3 I G G I I9 18 D 103 / Kitchen I I w �� B Others I o 1 1 3 Duplex Outlet (2) 7-I-" LVL (2) 7 �" L L / y Switch fl-- — — - L -i cr) Great Room �} Porcelain Surface Mounted Ceiling Fixture a- � I ` I I u"� — — I � Recessed} Ceiling Fixture -a 1 2 =1v U I I I I m -- - J E -� E — } Exterior Wall Mounted Fixture _ — - 122 U L QLLJ Smoke Detector (by others) r - — — — — — — — �' I I I I — — — — — — — — — — [] Carbon Monoxide Detector (by others) (j U W 1 D o antry W/O IlRefr, (2)9 4' LVL Den i-L] 2 HallwayI 2' 6C'`6 a/ Walk- Finished Space — — I Clos it + A-4 +I A-4 i m IS Bedroom ., - CC - �` Master Bedroom Q;' v 1 �9 1 - - — O Shower e+I � 1 -4/4'1 8 Exist FV ±5'-7/4' Exist FV 14'-93/4" 9 0 -�2" Uu� U 10 10 N 10- S� I I I U [I - allwa I Ent r — - — I N �, " - - I- -- -- athroo� =1v Line of Existing-------41 o I ro _ — L J i N Uj 4-1 Master "v Wali5 to be U I o Q I23 v LU c� Bathroom N removed I o - O 311 3 I 1 U Lr "' N �t 3 _ "' 2)7 4" LVL (2)7 4' LVL 2)7 4" LVLF"(2)7LVL III E2)7�" LVL (2)7 -" LVLJ — — — — I I 106 07 �I I Covered Entry J (2) 7 4' LVL 4 I I �9-4� I- — — — — — — i U U 8-lye I� I o8 (2)7 4 LVL Date: IL �ko I I o I I _I I X - I I G 110 File for Permit 02-03-21 I01 IO2 103 I04 ` ' `9 X I I ( I a� Covered Porch I I - I I�N — DN — — — I 1I- ' X I X ' Note: 4 N I I IN THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF =1c�I I I J L — — — — — _ I I z lC� 4 POSPISIL&BROWN ARCHITECTS,P.C.AND ARE FOR USE I I( SOLELY WITH RESPECT TO THIS PROJECT.THEY ARE NOT TO BE A-4 I I New 2 x 8 Roof Rafters New 2 x 8 Roof Rafters I I I ew DroV Zed 5 X 99 PS I -4 USED BY THE OWNER,CONTRACTOR,SUB-CONTRACTORS OR 5 I I I I z I SUPPLIERS ON OTHER PROJECTS OR FOR ADDITIONS TO THIS PROJECT OUTSIDE THE SCOPE OF THE WORK.POSPISIL& BROWN ARCHITECTS,P.C.SHALL BE DEEMED THE AUTHORS A-4 I I ( I IRY AND OTHER New6x6 P.T. Post RESERVEDAND RIGHTS,NN ALL MADD ON LAW, TO THE OCOPYRIGHTS.THE 1 DESIGN SHOWN AND DESCRIBED HEREIN,INCLUDING ALL — — — — — — — — 2— — — — — — — — — — — — =_ TECHNICAL DRAWINGS,ARE PROPRIETARY AND CANNOT BE - - - - - -- - - - - - - - - - - - NewBn x8�� Load New 5 "x 14" PSL COPIED,DUPLICATED,OR COMMERCIALLY EXPLOITED,IN bearing Fiber I0155 WHOLE OR IN PART WITHOUT WRITTEN AUTHORIZATION OF POSPISIL&BROWN ARCHITECTS,P.C. I COPYRIGHT 2021. ALL RIGHTS RESERVED. Equal 1 Equal EQ EQ 21-I Q1�4' 8'-63/a" 1 2'-I Iy4" Eq Eq 1 Eq Eq Equal Equal Seal: r 4/2 RED ARCy 3 2 1 ��S' NO LM Fg A A-4 A-4 qTF OF Drawing Name: FROPOSED EI R,5T FLOOD PLAN PROPOSED FIRST FLOOR PLAN I Scale:%4" = 1 '-O" Drawing Number: - ® nu. POSPISIL & BROWN ARCHITECTS , P .C . FLOOR PLAN LEGEND Existing Construction To Remain www.pospisilbrown.com Existing Construction To Be Removed 141 Hampton Road T:631.283.3465 Southampton,NY. 11968 F:631.283.3593 New Framed Construction Poured Concrete M C.M.U. Bock Project Name: E=q. Equal Centerline Wright Residence F.V. Field Verify O.C. On Center Wavecrest Lane T.B.D. To Be Determined Mattituck , New York U.O.N. Unless Otherwise Noted A.F.F Above Finished Floor El oU a = L N 5'r IL FF❑ = o o C-- ❑ ❑ C — � C — LJ u U U O O arJ U II ❑ U ❑ � L o LJ o 0 _ -� w n P � I I Existing Ridge II II II O 0 I I ( �A Lo L UO / CV O x L -" N ' �j I1_`\� z OL N W �nS Qh� V F zO _ n 3 (2) 2x6 C.T. \ ml �I O N mI N U N Date: (2) 2x6 C.T. I _ z U _ I File for Permit 02-03-21 i New 2 x 8 Roof Raf,ers New 2 x 8 Roof Rafters i _ Note: @ I o OC @ I G" OC eT air Bed— THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF POSPISIL&BROWN ARCHITECTS,P.C.AND ARE FOR USE Header Below SOLELY NTH RESPECT TO THIS PROJECT.THEY ARE NOT TO BE USED BY THE OWNER,CONTRACTOR,SUB-CONTRACTORS OR SUPPLIERS ON OTHER PROJECTS OR FOR ADDITIONS TO THIS PROJECT OUTSIDE THE SCOPE OF THE WORK.POSPISIL& BROWN ARCHITECTS,P.C.SHALL BE DEEMED THE AUTHORS AND RETAIN ALL COMMON LAW,STATUTORY AND OTHER RESERVED RIGHTS,IN ADDITION TO THE COPYRIGHTS.THE DESIGN SHOWN AND DESCRIBED HEREIN,INCLUDING ALL TECHNICAL DRAWINGS,ARE PROPRIETARY AND CANNOT BE COPIED,DUPLICATED,OR COMMERCIALLY EXPLOITED,IN WHOLE OR IN PART WITHOUT WRITTEN AUTHORIZATION OF POSPISIL&BROWN ARCHITECTS,P.C. COPYRIGHT 2021. ALL RIGHTS RESERVED. Seal: ISO O F PLAN �S� RED Ar7Cy�T _ a u S+j 0184o Q!- qTF OF NEW Drawing Name: ROOF PLAN Drawing Number: POSPISIL & BROWN ARCHITECTS, P.C . New I xG Azek Fascia Board + 2"Trim www.pospisilbrown.com 141 Hampton Road T: 631.283.3465 All n Rid es Existmg Ridge Southampton,NY. 11968 F:631.283.3593 New I x4 Azek Trim WINDOWSCHEDULE New Architectural /\ Asphalt Roof _ Note: Adjust Pitch NO, MANUFACTURER/ TYPE MODEL Width Height FINISH HARDWARE MUNTIN GLASS REMARKS to align ridges 12 SERIES (R.O.) (R.O.) - - --- -- - - +g - . / I - - --- ----- - - Project Name: Standing Seam - - - - - - -ANDERSEN/ Wright�J�/ Residence ottom of Ceiling Joists \ 0 400 SERIES CASEMENT CX 15 2' 8' 5' 0 e EXT WHITE 8(INT)WHITE Z B SDL LOW E4 LEFT Elev. +8'-0" o ANDERSEN/ CASEMENT CX 15 2'-8" 5'-0 8" (INT)WHITE SDL LOW E4 FIXED - -- 4 400 SERIES EXT WHITE New Azek Fascia ANDERSEN/ (INT)WHITE Wavecrest Lane o CASEMENT CX 15 2' 8" 5'-0 " 400 SERIES 8 EXT WHITE e SDL LOW E4 RIGHT ��{ ANDERSEN/ (INT)WHITE 8 / Mattituck , New York oa AWNING A 251 2'-4�" 2'-0 e" ( e SDL LOW E4 New Red Cedar // \\ 4 \ / 7 \ \ \ 400 SERIES EXT WHITE / \ ANDERSEN/ �„ (INT)WHITE Z O Shingles 5 2" exp. Oo - - 400 SERIES CASEMENT CW 15 2' 4 5' 0 8 SDL LOW E4 LEFT,EGRESS � 8 EXT WHITE � left t0 Weather \ / q,,, I xG HorizontalANDERSEN! (INT)WHITE i CASEMENT CW15 2'-4 Z" 5'-0 Z" SDL LOW E4 RIGHT,EGRESS400 SERIES 8 $ EXT WHITE IOI102 1 3BOral ANDERSEN/ AWNING A 251 2'-4 Z" 2'-0f" (INT)WHITE 8 SDL LOW E4 New 4"X 4" Azek GR C�kESS TruExterior' I I O I O 400 SERIES 8 8 EXT WHITE Trim Board -- Nickel Gap / 0o ANDERSEN/ (INT)WHITE Z o AWNING A 251 2'-4 ' 2'-0 e' a SDL LOW E4 - 5idin / EGRESS Zo 400 SERIES (EXT WHITE Aa Top of Existing Finished Floor - - g� I- N i o ANDERSEN/ CASEMENT CX 15 2'-8" 5'-0 2" (INT)WHITE SDL LOW E4 LEFT,EGRESS - - - - - - = N 400 SERIES e EXT WHITE Elev. +0'-0" _ - -- -- '- ANDERSEN/ (INT)WHITE - LU " 400 SERIES CASEMENT CX 15 2'-8" 5'-0 2" EXT WHITE 8 SDL LOW E4 RIGHT,EGRESSJ I � — - i ANDERSEN/ (INT)WHITE AWNING AX 41 4'-0" 2'-8" 8 SDL LOW E4 iQ � 400 SERIES EXT WHITE ANDERSEN/ (INT)WHITE New Horizontal Clear = O " 400 SERIES AWNING AX 41 4'-q" 2'-8" EXT WHITE 8 SDL LOW E4 Cedar Boards @Front ANDERSEN/ (INT)WHITE Porch AWNING AX 41 4'- 2'-8" Z SDL LOW E4 N " 400 SERIES EXT WHITE J - ANDERSEN/ 8 9 (INT)WHITE LL a 400 SERIES CASEMENT CW 15 2'-4 Z" 5'-0 8" EXT WHITE SDL LOW E4 LEFT Proposed Covered Porch 0 ANDERSEN/ (INT)WHITE 400 SERIES PICTURE P 5050 5'-0 8" 5'-0 8" EXT WHITE 8 SDL LOW E4 FIXED LL �i ANDERSEN/ Z, 8$„ EXT(INT)WHITE WHITE PROPOSED FRONT (NORTH) ELEVATION AN SERIES e' 5 0 CASEMENT CW 15 2'-4 SDL LOW E4 RIGHT ANDERSEN/ (INT)WHITE CASEMENT C 335 6' 0 8" 3'-5 8 Z SDL LOW E4 LEFT,FIXED,RIGHT 400 SERIES 8 EXT WHITE 8 ANDERSEN/ „ (INT)WHITE CASEMENT CW 15 2'-4 Z" 5'-O8 Z SDL LOW E4 RIGHT 400 SERIES 8 EXT WHITE 8 ANDERSEN/ (INT)WHITE Scale:%4" = P-0" 400 SERIES CASEMENT CW 15 2'-4 8" 5'-0 8" EX7 WHITE 8 SDL LOW E4 LEFT z ANDERSEN/O PICTURE P 5050 5'-0 5'.0 2„ (INT)WHITE Z SDL LOW E4 FIXED 400 SERIES 8 8 EXT WHITE 8 z ANDERSEN/ CASEMENT CW 15 2'-4 Z" 5'-0�" (INT)WHITE Z SDL LOW E4 RIGHT 400 SERIES 8 8 EXT WHITE 8 O22 ANDERSEN/ AWNING AX 41 4'-q' 2'-8" (INT)WHITE Zg SDL LOW E4 400 SERIES EXT WHITE zs ANDERSEN/ AWNING AX 41 4'-OZ" 2'-8" (INT)WHITE J SDL LOW E4 400 SERIES EXT WHITE of ANDERSEN/ (INT)WHITE CASEMENT C 12 2'-0 2'-0 O 400 SERIES 8 8 EXT WHITE 8 SDL LOW E4 FIXED Q Note: - - - - - - - --- -------- -- -- -- - - -Provide extension Jambs as field conditions dictate. ---- ----- - ---- ----- - ___, __ -Provide the Architect with a complete set of shop drawings for approval prior to placing window and door order. Any windows or doors Bottom of Ceiling Joists ----- - - - - — - --- --- ordered without approval form the Architect will be the responslbillty of the Contractor. Elev. +8'-0" -- -Provide t- Install all Required Doors, hinges, catches, stops it owner provided lockset. Contractor shall verify all sizes and review all interior and --- - -- -- --- exterior door swings with the owner prior to ordering - IL II 115 IG 1f(5 II I O � 120 102 �New Red Cedar O O Shingles 5 it exp. xG Horizontal Boral Top of Existing Finished Floor left to weather 7 IC TruExterior' Nickel Elev. +0'-0" �L Gap siding '---New Bluestone Patio PROPOSED REAR (SOUTH) ELEVATION 2 Date: Scale:14" = 1 '-0" File for Permit 02-03-21 Note: THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF POSPISIL&BROWN ARCHITECTS,P.C.AND ARE FOR USE SOLELY WITH RESPECT TO THIS PROJECT.THEY ARE NOT TO BE USED BY THE OWNER,CONTRACTOR,SUB-CONTRACTORS OR SUPPLIERS ON OTHER PROJECTS OR FOR ADDITIONS TO THIS PROJECT OUTSIDE THE SCOPE OF THE WORK.POSPISIL& BROWN ARCHITECTS,P.C.SHALL BE DEEMED THE AUTHORS AND RETAIN ALL COMMON LAW,STATUTORY AND OTHER RESERVED RIGHTS,IN ADDITION TO THE COPYRIGHTS.THE DESIGN SHOWN AND DESCRIBED HEREIN,INCLUDING ALL TECHNICAL DRAWINGS,ARE PROPRIETARY AND CANNOT BE COPIED,DUPLICATED,OR COMMERCIALLY EXPLOITED,IN WHOLE OR IN PART WITHOUT WRITTEN AUTHORIZATION OF POSPISIL&BROWN ARCHITECTS,P.C. COPYRIGHT 2021. ALL RIGHTS RESERVED. Seal: Note: Existing Shed Roof - - - - - -- -- -- 1 I - - rw-7:6 ARC& to 2 Courses receive IceWater Shield I E OBottom of Ceiling Joists Bottom of Ceiling Joists �'% Elev. +8'-0" — ---- Elev. +8'-0" - - a C/I 4015 I \ I \ I 3 \ TRT f Ds= N� � o Drawing Name: LL(31 --- - — — — PROPOSED ELEVATIONS Top of Existing Finished Floor Top of Existing Finished Floor -� WINDOW SCHEDULE - Elev. +0'-0"— - - - - Y Elev. +0 0 Proposed Covered Porch Existing Building to Remain Drawing Number: Proposed Covered Porch PROPOSED SIDE (EAST) ELEVATION PROPOSED SIDE (WEST) ELEVATION 3 I 11 _ i ii Scale. /4 — I -0 Scale: V4" POSPISIL & BROWN ARCHITECTS , P .C . Note: Ad'1ust Pitch to Ahgn top of ridge with top of existing ridge Asphalt Shingles - Lifetime Asphalt Shingles 12 www.pospisilbrown.com Shed Roof Standing Seam Metal: +g 141 Hampton Road T:631.283.3465 30# Building Felt Southampton,NY. 11968 F: 631.283.3593 Strong Seal Rubber underlayment Standing Seam metal Roofing by ATAS t5 Build up Wall 4" Sheathing / International Inc or approved eclual. °°{P-ae Azek "T G Nickel e�S New 2 x 8 R.R. 16" OC Dutch Seam 24 cau e ► 5 wide Roof 12 Gap Ceiling Boards ��� @° panels without stiffenng ribs, clear 4� C �X`yti�r ❑ ❑ l2O°/ / 2 course grade- ice and water shield on a Project Name:ll anodized. Color: T5D @ 6 ATTIC C ATTIC eaves and valleys (min 24" from finished wall) Bottom of CeilingJoists 8 Bottom of Ceiling Joists ---- istin _ ei in oists Z X xis m Ceiling i - - - Elev. +8'-0' hlEw 2x6 C.J. 1 6" C Elev. +8'-0" pp g_ Hurricane Stra m refer to A.0 I Wright Residence � Half Round alum. gutters i Dropped 5 ' x 9 2" P L 30# building III - - pp � TOP OF BEAM Felt + min I I ELEV + 7-0 Plywood Wavecrest Lane thick rain 5creene 0 vj I I 1 x G Azek 1" T G Nickel Gap Ceilin III � I x Horizontal 'Boral � a p g Mattituck , New York COVERED +I TruExterior' Nickel Gap j j 5 �'x I I a" PS L sid FRONT III COVERED PORCH ing I I FRONT PORCH MASTER BEDROOM Wrap with I x Azek II Top of Existing Finished Floor ENTRY Top of Existing Finished Floor I I Elev. +0'-0' Existin Floor Joists Elev. +0'-0" Existin Floor Joists 2x6 Sub Fasaa Board New 2x 10 P.T. 2 x 1 0 D.J. ' I x 6 Azek Fascia Board-pt l' Provide I" continuous soffit vent xistin Foundation with plastic insect screen note: xistinq Foundation New 10" Sono g paint (black) all exposed framing Tube prior t0 stapling screen to soffit " UNFINISHED BASEMENT UNFINISHED BASEMENT framing - miter cut - typical Column ` I x Azek S Existing Slab Existing Slab ufht I x Azek Trim Board-ptd E I I O HCOVEREDI I S 2 SECTION TH UG PORCHECTION THROUGH COVERED PORCH � I Scale:4" = 1'-0" 5Cale:%4" = 1 '-0" Line of Fiberglass column beyond Line of QG Pressure Treated Post I COVED FRONT PORCH Agk TOP Of EXISTING FINISHED FLOOR ELEV + 0'-O" Decking TOP OF Finished Decking - I ABU Simpson Post 2 x 10 P.T. Deck JOists @ I G" OC Clear Cedar Boards 10" Reinforced Sono Tube (3500 PSI) #4 Vert. Embedded rebar a ° Grade- Varies Gravel bed on 2. sand/ gravel fill 11° �I �e Fx\9 OG e�� a it I I I% 11 ° it ° X - ra e ��., ° d 1 Date: 0 °5e G 2 Oc File for Permit 02-03-21 Bottom of Ceiling Joists _ ----- -__- _---- e � � a Note: THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF Elev. +8'-0" - — Exist C.J. - -- - xistln �ftet'g POSPISIL&BROWN ARCHITECTS,P-C.AND ARE FOR USE -- — — -- — — — SOLELY WITH RESPECT TO THIS PROJECT.THEY ARE NOT TO I I I I I I I I �' '° I I a USED BY THE OWNER,CONTRACTOR,SUB-CONTRACTORS OR F- SUPPLIERS ON OTHER PROJECTS OR FOR ADDITIONS TO THIS II lI U I I II II II PROJECT OUTSIDE THE SCOPE OF THE WORK.POSPISIL& I I -1 0 11 1 1 1 m I°Id° ° d°I' BROWN ARCHITECTS,P.C.SHALL BE DEEMED THE AUTHORS a AND RETAIN ALL COMMON LAW,STATUTORY AND OTHER II II O Q II II O II II ° I° ° I1 RESERVED RIGHTS,IN ADDITION TO THE COPYRIGHTS.THE DEN I I 1 ( BED HEREIN,INCLUDING ALL I I _i E I I n ° ( a ° I ° TECHNICAL RAWINGS,ARE DESIGN SHOWN AND IPROPRIETARY AND CANNOT BE II I� o II II r o II II 20 Belled Footing ° I ° a COPIED,DUPLICATED,OR COMMERCIALLY EXPLOITED,IN II II I II lI p II II I ° ° WHOLE OR IN PART WITHOUT WRITTEN AUTHORIZATION OF POSPISIL&BROWN ARCHITECTS,P.C. ^' COVERED PORCH I° °n COPYRIGHT 2021. ALL RIGHTS RESERVED. ��ew R-15 Batt insulation ew 2 x 10 F.J. @ 16 OC w/ R-30 batt insulation I �I II I COVERED FRONT PORCH 1 To of Existing F.F,, Top of Existing Finished Floor 1 1 1 `l p g ° seal: - - — - Exist Deck Joists a - JI� ° �L ° ° ° � �nLbl� �/TLC _ _ : L� _— � - - - - - - - - - - - - - - - - - - --- - - -- - Provide Closed cell @ Rim Joists xisting Foundation - F.V. { r- Line of existing slab to be I removedLA New 3" poured concrete slab with wwf G xG Io WWM over G mil vapor barrier over well compacted Drawing Name: sub grade 5ECTION5 SECTION DETAILS 3 SECTION THROUGH DEN 4 SECTION TH RO 5 UGH COVERED PORCH SECTION DETAIL NEW COVERED PORCH Drawing Number: 5cale:,V4" = I I-0" Scale:4" = 1 '-0" Scale: 12'