The URL can be used to link to this page

Home My WebLink About46388-Z �sr.==tea ��o�cuFF04 G ' Town of Southold 7/13/2023 a P.O.Box 1179 0 x 53095 Main Rd Way o� lfiSouthold,New York 11971 CERTIFICATE OF OCCUPANCY No: 44282 Date: 7/13/2023 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 1285 Fleetwood Rd,Cutchogue SCTM#: 473889 Sec/Block/Lot: 137.4-29.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 5/19/2021 pursuant to which Building Permit No. 46388 dated 6/8/2021 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: addition and alterations, including new foundation,to existing single family dwellingas applied for. 1 The certificate is issued to Helgans,Laurie of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 46388 4/3/2023 PLUMBERS CERTIFICATION DATED 5/11/2023 NDe ,Henness90 u or' a Signature TOWN OF SOUTHOLD o�SUfFD(KCG BUILDING DEPARTMENT H x TOWN CLERK'S OFFICE "oy 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#: 46388 Date: 6/8/2021 Permission is hereby granted to: Helgans, Laurie 1285 Fleetwood Rd Cutchogue, NY 11935 To: Construct new foundation under existing single family dwelling as applied for with Trustees #9864 At premises located at: 1285 Fleetwood Rd, Cutchogue SCTM # 473889 Sec/Block/Lot# 137.-4-29.1 Pursuant to application dated 5/19/2021 and approved by the Building Inspector. To expire on 12/8/2022. Fees: FOUNDATIONS UNDER EXISTING BUILDINGS $200.00 CO-ALTERATION TO DWELLING $50.00 Total: $250.00 Building Inspector pF SOUTyoI 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 Q sean.devlin(.a-)town.southold.ny.us Southold,NY 11971-0959 Q 1�OUNT1,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Laurie Helgans Address: 1285 Fleetwood Rd city:Cutchogue st: NY zip: 11935 Building Permit#: 46388 Section: 137 Block: 4 Lot: 29.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Owl Electric License No: 60853ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor 1st Floor Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph X Heat Duplec Recpt 3 Ceiling Fixtures 1 Bath Exhaust Fan Service 3 ph Hot Water Gas GFCI Recpt 2 Wall Fixtures Smoke Detectors Main Panel 200A A/C Condenser Single Recpt Recessed Fixtures CO2 Detectors Sub Panel A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO 1 Transfer Switch UC Lights Dryer Recpt Emergency StrobeHeat Detectors Disconnect Switches 2 4'LED Exit Fixtures Sump Pump 11 Other Equipment: 200A Panel 42 Circuit/ 19 Used Notes: Basement & Service Inspector Signature: Date: April 3, 2023 S.Devlin-Cert Electrical Compliance Form �o�suFFoa TOWN OF SOUTHOLD Y w ay BUILDING DEPARTMENT a TOWN CLERK'S OFFICE • SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit #: 46388 Date: 6/8/2021 Permission is hereby granted to: Helgans, Laurie 1285 Fleetwood Rd Cutchogue, NY 11935 To: Construct new foundation under existing single family dwelling as applied for with Trustees #9864 At premises located at: 1285 Fleetwood Rd, Cutchogue SCTM # 473889 Sec/Block/Lot# 137.-4-29.1 Pursuant to application dated 5/19/2021 and approved by the Building Inspector. To expire on 12/8/2022. Fees: FOUNDATIONS UNDER EXISTING BUILDINGS $200.00 CO-ALTERATION TO DWELLING $50.00 Total: $250.00 Building Inspector T*wn I 1A Annex, Telephonr(631)765-M,)2 543,95 Mom Rowd Fan(63 1)765-9,502 Po Box 1179 BUILDING M."PARTMENT TOWN OF SOUTHOLD ` R T I F I C A LLO Building Permito,,..y-,>M�__....._ Owner° Plumber; (Pleasegrit) I ceftify that the solder used in the water supply system contains less thn 2110 of I% lead_ / / ( risers ' �b r ) Swan to before me th day of 4 •' sr YO 's �C ilr is I I •�� = • i �00F SOUTyolp — „o # # TOWN.OF SOUTHOLD BUILDING DEPT. `y�ourm ' 631-765-1802 INSPECTION [ ] FOUNDATION IST [ ] 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: w f DATE 91471 INSPECTOR -- # # TOWN OF SOUTHOLD BUILDING DEPT. cou631-765-1802 INSPECTION [ I. FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] NSULATION/CAULKING [ ] FRAMING /STRAPPING IV FINAL NP JT;A44V4 [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIO :ION [ ] PRE C/O [ ] RENTAL REMARKS- (Q l • v by" on C, auk6illoo I (A t&Il L) DATE Y INSPECTOR N. J. MAZZAFERRO, P.E. PO Box 57, Greenport,N.Y. 11944 Phone - 516-457-5596 Consulting Engineer December- 13, 2022 Design, Construction, Inspection Page 1 of 1 Town of Southold-Building Department 53095 Main Road Southold NY 11971 Re: Helgans LJ ; �r! 1285 Fleetwood Rd , Cutchogue,N.Y. 11935 DEC 1 3 2022 District-1000, Section-137., Block-4, Lot-29.1 Building Permit Num — (N ) ` `_TF," ref' _ ` ° Number 46388 (New Foundation - JI gg--8rvi :A;:'j4{i'!.�': l:^ A".i3d'1':i T,E'y t_.,!✓_..'v Inspection—Foundation Wall and Damp Proofing On December 13, 2022 I inspected the construction at the noted location. The inspection covered the completed foundation wall and damp proofing for the new foundation for the existing residential structure. The areas inspected included the foundation wall and damp proofing. The inspection was completed before backfilling. The inspection results are: Items inspected included foundation wall size, finish and damp proofing coating. The foundation work was done according to approved plans and in compliance with the applicable sections of the IRC,NYS and Southold Town Building Codes. Result—Based upon inspection of this project and to the best of my knowledge, belief and professional judgment, construction as installed complies with the plans and applicable codes of the IRC,NYS and Southold Town Building Codes OF CO Nicholas J. Mazzaferro, P.E. .►• °'fig 0 0 �OFE.SSIONP�' N. J. MAZZAF ERRO, P.E. PO Box 57,Greenport,N.Y. 11944 Phone- 516-457-5596 Consulting Engineer December 1,2(122 Desi r Caftst,uction Inas ectio�a Page 1 of 1 Town of Southold-Building Department 53095 Main Road Southold NY 11971 Re: Helgans 1285 Fleetwood Rd l..) Cutchogue,N.Y. 11935 " l� DEC 7 3 2022 �md� District-1000, Section-137., Block-4, Lot-29.1 -r.+"t r r+ E Building Permit Number—46388 (New Foundation) Inspection—Footing and Foundation On November 20, 2022, I verified the construction at the noted location. The verification covered the footing and foundation for the new foundation for the existing house structure.The areas inspected included the footing keyway,foundation walls forms and reinforcement of the new foundation. The inspection was completed before backfilling. The inspection results are: Items inspected included footing keyway size and foundation wall size and reinforcement. The footing and foundation work was done according to approved plans and in compliance with the applicable sections of the IRC,NYS and Southold Town Building Codes. Result—Based upon inspection of this project and to the best of my knowledge, belief and professional judgment, construction as installed complies with the plans and applicable codes of the IRC,NYS and Southold Town Building Codes. OF new Y Nicholas J.Mazzaferro,P.E. 0 a MyN� *O 05.7 o�ssloNP�' N. J. IAZZAFERR,O, P.E. PO Box 57,Greenport,N.Y. 11944 Phone- 5I6-4457-5596 Consulting Engineer December 1,2022 Design, Construction Ins ection Page 1 of 1 Town of Southold-Building Department 53095 Main Road Southold NY 11971 Re: Helgans i j - ` LEO- 1285 Fleetwood Rd Cutchogue,N.Y. 1193 5 DEC 1 3 2022 District-1000, Section-137., Block-4, Lot-29.1 Building Permit Number—46388E Inspection—Footing—Pier-Reinforcement On November 16, 2022, I verified the construction at the noted location. The verification covered the footing and reinforcement for the new residential structure. The construction areas included the excavation,reinforcement, and footings of the new foundation for the existing house. The inspection was completed before backfilling. The inspection results are: Items inspected included footing depth, size and reinforcement,pier depth, size and reinforcement. The footing and pier work was done according to approved plans and in compliance with the applicable sections of the IRC,NYS and Southold Town Building Codes. Result—Based upon inspection of this project and to the best of my knowledge, belief and professional judgment, construction as installed complies with the plans and applicable codes of the IRC,NYS and Southold Town Building Codes. Nicholas J Mazzaferro,P.E. s s• �r 0 4' AM �sFp �O 057�y p�OressiONP�� .ems F, s ` M } f duiwpVh utr, r / ' 1 f 1 f • 1 f ' ` r j t ONO . of AN-� AU 9 / t e Q FIELD INSPECTION REPORT DATE COMMENTS , FOUNDATION(1ST) H -------------------------------- FOUNDATION(2ND) Z O N ROUGH FRAMING& M PLUMBING J. i INSULATION PER N.Y. STATE ENERGY CODE 4/7o/2," • 2 N FINAL ADDITION41,COMMENTS 075 r iclo 30- a � hd..��i� oca�jj ori o 0 o y . b C�1 H q�gtlfFgjt�oi TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 https://ww,,v.southoldtownny.gov 3 Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only PERMIT NO. �� Building Inspector: MAY Applications and fermis must'be filled out in their entirety.incomplete, applications-will not be accepted. Where the Applicantis notthe owner;an- TC.,_r 'Ownees Authorization form(Page;2)'sha11 be,completed..::." ' Date:5/19/2021 OWNER(S)OF PROPERTY; Name: Laurie Helgans SCTM#1000-137-4-29.1 Project Address: 1285 Fleetwood Rd, Cutchogue, NY Phone#:516-662-6320 Email:fleetwood@optonline.net Mailing Address: 1285 Fleetwood Rd, Cutchogue,_NY 1,1935 CONTACT'PERSONc. `.. Name: Laurie Helgans Mailing Address: 1285 Fleetwood Rd, Cutchogue NY 11935 Phone#:516-662-6320 Email:fleetwood@. ptonline.net :DESIGN PROFESSIONALJNFORIVIATION: Name: James J. Deerkoski Mailing Address:260 Deer Dr, Mattituck_NY 11952 Phone#:631-774-7355 Lm!l!jameSdeerKgsKi@y�qhoo.com CONTRACTOR INFORMATION:., Name: TBD Mailing Address: Phone#: Email: . DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: Dother Raise house in place and install new foundation $85,000 Will the lot be re-graded? ❑Yes ®No Will excess fill be removed from premises? ®Yes El No 1 PROPERTY INFORMATION . . . . Existing use of property:Resldentlal Intended use of property:Residential Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to Resldentlal� � �- __ this property? ®Yes ❑No IF YES, PROVIDE A COPY. ❑ check Box After Reading: The owner/contract&/design professional is responsible for all drainage and storm water issues as provided by Chapter 23&of the Town'Code. APPLICATION IS HEREBY MADE to the'Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,,.New York and othee applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.:The applicant agrees to comply with all,applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary"inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of,the New York.State Penal Law.' Application Submitted By(print name):Laurie Helgans ❑Authorized Agent BOwner Signature of Applicant: Date: STATE OF NEW YORK) SS: COUNTY OF JC61 c ) .,�,.� I c...�•.-5 being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)he is the (Contractor; Agent, Corporate Officer, etc,) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief; and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this day of Vrlm%.� 20 Z1 uvLA-- Notary Public LYNNE K.BURNS PROPERTY OWNER AUTHORIZATION NOTARY PUBLIC,STATE OF NEW YO (Where the applicant is not the owner) Registration No.4796041 Qualified in Suffolk County My Commission Expires/-3/- I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 Southold Tows. Trustees P.O. Box 1179 Southold, NY 11971 (!631)) 765- 1892 Glean Goldemirh>PrcridentSal Toc:tt Mall Ann- 54 .k Nicholas Firupski-trier President. �'' inu t 'u f µ P0.It=i1i9 Eric SepenvAi rnuthold,Nm-York 14$•:! U7(lillo:rly Tel Elixnlsetic Pee ltrs � � Fay(,�[t) 765-0)4i 5.0)4 L+:7 BOARD Or TOWN TRUSTEES TOWN OF SO THOLD Cl4VJ'lFlC TE OF COMPLIANCE 20330 Dat2 .10 3 TMS CEat'I'IFIIF;S that the rsisina in-Illncr�n�itxisti�1 i ?71tDwtt,11,f2ntR_�t '� °'ct 4r�iii��t�j4y d.�'cl in,by a_Proximately 18 inches over ne v fpkindoCan,with nctir cervss,thrgc licw window+calls, 1�v:y {i•w Ci^ etc j'n slam�+l exitiingLand a new cFtimrcY i1Pl:c��r c,fctiistine`�nd r t'si r :cl9nti�ttl of.t draimtaec syamem of I dcr_�,buncrs,toad dn�vcllr,esmabiiM)a+ ,ILc�maUv mainmin at %vwide non- turl'.btlftcr,tlnn� l;:hdtvard cd,•c gf the toa ofrl�c b:uffsto�tu; At 1255 Ongboccae Suffolk County Tai Map(:1000-137-? M Conforms to the application for a 1'rmitm 11cripiil heretofore filyd in ihla MAY' .? 3 Ml Li dulwlquULP1. �-rtlnoPt nt=enl n'ctn��- office-Ualed March&ZQ2,t pursuant to which'frustees Welland Permit#'1ffi(aY Dated April 1.7,20?1,was Imued and conrorms to gall the retloircmeuts and conditions of the applic7ble provisionA of law. '1'hc project ror which this certificate is Ivo-starv. 4i�a e tia�)til�,dweJ�jeti is Pa�tes�,r�t v I R incites,over aseryioSntd e�j�al�.whit new ec retic th re nrtir windoyy wells.two new setI' Lice o exisiln�a as��v CjZllt�sazV tn�lacG of CKisital 'alb, nd for the installation of a'dr•ainagiz'��slum�f lcscir�r1gtitig,. and dnt�a�)is' nbliwh and iter a utjly m;+irys�n,'a+a 10'wide nora-tutf_lauffgr alr t he lay ward edge of the trt t(of tha 61uff s)taate. The certificate is issued to IgrLq til,Helgans owner of rite caforrs 'd prnitrrty. Authorized Signature IC I� it MAY duluimu ur-r s. �1i111ic nrcnt recce•-- NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION \ Divlalon of Environmental Permits,Region 1 SUNY 0 Stony Brook.50 0irclo Rood,Stony Brook.NY 99790 N(631)444-03651 F:(991)444-0360 vm%d@c.n,g®v LETTER OF NO JURISDICTION TIDAL WETLANDS ACT May 10, 2021 Laurie Helgans 1285 Fleetwood Rd Cutchogue, NY 11935 Re: Application# 1-4738-04794100001 Helgans Property, 1285 Fleetwood Rd, Cutchogue, NY'; SCTM# 1000— 137—4—29.1 Dear Laurie Helgans: Based on the information you submitted the Department of Environmental Conservation has determined that the portion of the referenced property located landward of the topographic crest of bluff in excess of 10 feet above sea level in elevation, labeled"Top of Bluff' on the survey prepared by John T. Metzger, last revised April 7, 2021, is beyond the jurisdiction of Article 25 (Tidal Wetlands Act). Therefore, in accordance with the current Tidal Wetlands Land Use Regulations (6 NYCRR Part 661), no permit is required to conduct regulated activities landward of that contour. Be advised, no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary, as indicated above, without a permit. It is your responsibility to ensure that all precautions are taken to prevent any sedimentation or disturbance within Article 25 jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the jurisdictional boundary and your project(i.e. a 15'wide construction area) or erecting a temporary fence, barrier, or hale bay berm. This letter shall remain valid unless site conditions change. Please note that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies.or local municipalities. Sincerely, Sherri Aicher Deputy Regional Permit Administrator cc: En-Consultants BM_HP-......... - File Z—:f�ipoflm. .Department of ►. t��ninen€�I Ce1�ftWotien sQFFOC� �p� cOGy BUILDING DEPARTMENT-Electrical Inspector c ? TOWN OF SOUTHOLD W +� Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 Telephone (631) 765-1802 /- '�` Temporary Certificate # ( Date 2022 Customer Name Electrician Name V ltd r l c, Address Phone (0 e-mail V a-mail ! Phone License# &OP C-3 Size 11M A Phase Overhead Underground #of Meters _ Remarks #of Underground Laterals 1 2 New "H" Frame or Pole H P -Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter# Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is validfor to above. Authorized by -_ NG DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD N � oVlln Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 OF sc)u 11 7ephone (631) 765-1802 - FAX (631) 765-9502 ri rogerrp_southoldtownny.gov — seand@southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All information Required) Date: Company Name: Q ric_ ln-C— Electrician's Name: j c` License No.:t o_ 6()SSS Elec. email: Elec. Phone No: 2 _O��{ x❑1 request an email copy of CertifIcate of Compliance Elec. Address.: IMS JOB SITE INFORMATION (All Information Required) Name: ffe, Address: a u co c o01 Cross Street: le w o" Phone No.: —1"3Y— S-4 t I Bldg.Permit#: `4 0email: w` 6 tie t`� , carte Tax Map District: 1000 Section: er Block: Lo . BRIEF DESCRIPTION OF WQRK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): *�Irlc_" �s ln`n.� �ot�n�� S� ICS S nx` Square Footage: Circle All That Apply: Is job ready for inspection?: ❑ YES 2 NO ❑Rough In ❑ Final Do you need a Temp Certificate?: E YES 1-1 LJ NO Issued On Temp Information: (All information required) Service Size F11 Ph D Ph Sizer-QO A # Meters Old Meter# F1 New Service❑Fire Reconnect[]Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground LateralsE21 2 1-1 Frame ` Pole Work done on Service? Y RN Additional Information: PAYMENT DUE WITH APPLICATION _-- �i �ke a. coj uyll - Il'�Iuart-8 /ol nni--k4 bkcRinp <E^- Cc4,-,5uQ4cwk 5c.o of c�'4T-cl- b� �� . SURVEY OF PROPERTY A T CUTCHOG UE APR 14 2021 TOWN OF SOUTHOLD ' SUFFOLK COUNTY, N. Y. FLOATING DOCK Southold Town 1000 137-04-29.1 Board of Trustees SCALE: 1'=30 MP SEPTEMBER 28, 2020 NOVEMBER 3, 2020 (LOT COVERAGE, LAWN UNE) NOVEMBER 24, 2020 (REVISIONS) MARCH 1, 2021 (WINDOW WELLS, LIMIT FENCE) < APRIL 7, 2021 (REVISIONS) �i 70 APRIL 13, 2021 (NON-TURF BUFFER) � • moo. �ti 0, JK CATWALK F` - - - - - - - - - _ _ _ _ _ ;oma �`� APPROVED BY c WLF � _ #s MARSH wL7 � �o � BOARD OF I RUSTEES # s -�- — # --{�- WLF `, ` TOWN OF SOUTHOLD # 6 t �" '\\9� EL=3.1' EL=4.3' ` \ \ ��iy DATE "A,L l T 0!024 ANNTE M. CAMPBELL STEPS # 5 ET =3.8'� \�c� WOOD LANDING WLF `/S//., `��f1 l L►�. � _r 'L�'� l EXISTING EL 23.0' TIMBER EDGE ��_ # 4 ENTRANCE EMENTDSTEPS 1 IRT E`\.7' CONC. WOOD LANDING �� =4.5' \ G� Op \ NO. EXISTING 2-STORY DWELLING BLOSTEPS EL=25.6' �EL=3.7' TO FFL32.2') TO BE RAISE F EL33.7 (IN-PLACE,D ,L6 %,".\ eO 04f WL ` ZS WITH NO INTERIOR CHANGES I-EL=30.8' �� or. 3 �R OR INCREASE IN BEDROOMS) _ _26 .9 $ EL=32.6' OVER NEW FOUNDATION (WITH - 'h 'L CONC. Q PROP SEL=3.9' NEW EGRESS AND WINDOW a � T � WLF) � WELLS) BLOCK STEPS \ 4.0OxY5' OF \ 2 Cj rl`I' .3 DW 1p, e<(i EL=33.0. �.� k 4.83'x3.67' _5 F O PROPOSED 6 'r' �� 0 WINDOW WELL 5.83'x1 1.e7' i ,\URF WL F WINDOW WELL O o EXISTING CHIMNEY TO BE / v e�F EL=33.1' L=4.7' _/� �•, •' REMOVED AND REPLACED/ # � 6 WITH NEW CHIMNEY / R EL-30.8'_ 4- —TIMBER REr. CE TO B /E REMOVED \ \ O Dc� TIDAL WETLANDS BOUNDARY AS ^ DELINEATED BY EN—CONSULTANTS, BOO WALL/EDGING PROPOSED 4.83'x3.67' \ \, `g SEPTEMBER 1 8, 2020 BRICK LATTICE /y�- WINDOW WELL WALK FEN RMP w i �� CP PRO SED TIMBER RD" / �'O \\ \ CMF _3�5'xx1.5' WALL/EDGING\ / ! 7.9' \ CP WELL - FOR EDGE OF LAWN I \\ IRRIGATION ONLY CONC. � I N I �• RAIN RUNOFF CONTAINMENT ' � I \\ I / � // \ CONC. 'SoRETAINING HOUSE.' 1,270 Sq. Ft. PIPE FND \�3 // PROJECT LIMITS \\\ WALL 1,270 x 0.17 X 1 = 216 Cu-Ft. \� ?1, r / FENCING. AREA OF 216142.2 = 5.1 VF O �� // DISTURBANCE 13,115 �1? Provide 1 DW 8'0 x 6' Deep= 6 VF FOCF pF \ _ SO Fr ,. Connected by Gutters & Leaders � ,c�0' LOT COVERAGE k�� y *4 �' N/O/F BUILDABLE LAND (LOT AREA BETWEEN / _ 1/oOO �\ ANDREW THOMAS FOHRKOLB \ �\ J E � �'S� ROAD AND TOP OF BLUFF) 22355 sq.ft. 1110O,y EXISTING qO \ HOUSE 1270 sq.ft.. \N5!3�1� 0"W UTILITY BOX GARAGE 329 sq.ft. 2.6 \ SHED 96 sq.ft. O \ 1695 sq. 1695/22355 = 7.67 \ 1 1 r 1 KEY m Q = REBAR ® = WELL O ® = STAKE O I � = TEST HOLE i � = PIPE I O OF PlSy,r = MONUMENT ® i = WETLAND FLAG O r Pr3rTrn�� = unurY POLE EAST ROA ELEVA DONS REFERENCED TO NA VD 88 ,,,• 1 �. RX 5 C:. ANY ALTERATION OR ADDI]lON TO THIS SURVEY ISA VIOLATION OF SEC110N 7209 OF THE NEW 0. 49618AREA= �J�,3�i2 SQ. FT: P ON/C S(lR,.Y�,Y.DRS�:�� YORK STATE EDUCA77ON LAW. EXCEPT AS PER SECTION 7209—SUBDIVISION 2. ALL CER71F1CA77ONS (6,51)O 765-RQ2DCF �.'„P�`�.t- -1797 HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY 1F SAID MAP OR COPIES BEAR THE �`'�- --'' IMPRESSED SEAL OF THE SURVEYOR WHOSE SIGNATURE APPEARS HEREON. TO TIE LINE P.O. BOX 909 SOUTHOLD, M Y. 11971 STREET 20-055 SURVEY OF PROPERTY SITUATE CUTCHOGUE U LE G �� l ,U' TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-137-04-29.1 MA 9,3 SCALE 1"=30' OUILOINGDEP7 i`0°��,JaE$QUTEiOLD MAY 22, 2023 ''p 'N' F AREA = 45,372 sq. ft. (TO TIE LINE) 1.042 CIC. 1L \\�y � \\\ kP (� JYfL J.1fI.1,Wl.` CJpg q ��,q � � wCJ�B "C � � � \\ AL AL 016 AL � � o• �yoo �,� a �ofAL 'o: •':::;;:...�''Io.,l° °M boy. \ 'J ...; colo �Illc C G R V" :S< kti. ,�O 4, o of :. ................ ........ ....................:.:.:.. ::;..:::fno':...... a s�o N 3 B�'ID�eoG WOOD 0 00 RAMP FRAME \\, oy SHED r OF p \4 J?N y •#•, 1 Tr •' • . o�_Wq .� ° . �• • �. • . �,�' ,GAO �� \ ;.•..••. . J�6 1�0� T?TO \' '9p S UNAg 0 TH IS ORIZED ALTERATION OR SURVEY ON IS VIOLATION OF • ti GRAS SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. THE LAND SURVEYOR'S INKED SEAL OR ' Z rap COPIES OF THIS SURVEY MAP NOT BEARING giP A EMBOSSED SEAL SHALL NOT BE CONSIDERED C] TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOMO N E SU W Z S PREPARED, AND ON HIS BEHALF TTO THEY TITLE COMPANY. GOVERNMENTAL AGENCY AND LENDING INSTTTUTION LISTED HEREON. AND P TO THE ASSIGNEES OF THE LENDING INSTI— Q TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. THE EXISTENCE OF RIGHT OF WAYS C AND/OR EASEMENTS OF RECORD, IF < R AD ANY, NOT SHOWN ARE NOT GUARANTEED. EAS PREPARED IN ACCORDANCE WITH THE MINIMUM Nathan Taft Corwin III STANDARDS FOR TITLE SURVEYS AS ESTABLISHED BY THE LIALS. AND APPROVED AND ADOPTED FOR SUCH USE BY THE NEW YORK STATE LAND Land Surveyor TITLE ASSOCIATION. Successor To: Stanley J. Isoksen, Jr. L.S. t Joseph A. Ingegno L.S. yt Title Surveys — Subdivisions — Site Plans — Construction Layout PHONE (631)727-2090 Fax (631)727-1727 OFFICES LOCATED AT MAILING ADDRESS 1586 Main Road P.O. Box 16 l; Jamesport, New York 11947 Jamesport, New York 11947 i N.Y.S. Lic. No. 50467 E—Mail: NCorwin3®aol.com Fleetwood OR Proposed New Foundation USE IS UNLAWFUL WITHOUT CERTIFICATE APPROVED AS NOMD�� - 1285 Fleetwood Road , Cutchogue, NY 11935 DATE: B.P.= OF OCCUPANCY FEE: -00 BY: U Permit Set 1 -28-21 NOTIFY BUILDING_ 9PARTMENT AT � z 765-1802 81�I1jli 't4 PM FOR THE N U FOLLOWING 'TIONS: ' 1. FOUNDAfi , (�,,,0. REQUIRED C(DIMPLY WITH ALL CODES OF FOR PO 'D CRETE Nr=`v1l YORK STATE & TOWN CODES 2. ROUGH = ;b PLUMBING AS REQUIRED AND CONDITIONS OF 3.4. f x'" W 4 RUCTION.MUST Z SOUTHOLD TOWN ZBA BE COMPLEf t"0OFIr C.O. p } ALL CONSTRUCTION SHALL ME __.. __ _ SOUTHOLD TOWN PLANNING BOARD REQUIREMENTS OF THE CODES OF NEW 0 .. O z -- 0 SOUTHOLD TOWN TRUSTEES YORK STATE. NOT RESPONSIBLE FOR w -j m 3.0 DESIGN OR CONSTRUCTION ERRORS. QW -- ---- - J N.`i.S.DEC o a W o RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 DO NOT PROCEED V-ITH OF THE TOWN CODE. FRAMING UNTIL SURVEY OF FOUNDATION LOCATION 0 HAS BEEN APPROVED. 3 X X 0 m Tnuss PLACARDING REQUIRED z -o 0 O o LO --EE 00 U. N I I O rjI O Drawing List Project Location C-1 Cover Sheet D-1 .0 Basement & 1st FI Exist/Demo Plan D-1 .1 2nd FI & Roof Exist/Demo Plan D-2.0 S&W Exist/Demo' Elevations R3 D-2.1 N&E Exist/Demo Elevations L A-0.0 Site Plan A-0.1 General Notes (� i 1255`Ice?,+ood Reed A-0.2 Wind Load Conn. & Constr. Details 1 U A-1 .0 Foundation Plan w/ 1st FI Framing A-1 .1 First Floor Plan ; w A-2.0 S&W Elevations A-2.1 N&E Elevations - A-3.0 Building Sections U) neth NeckCr `4M1 m � UA 0, '`.50 ��Fcs I k4 • - C:) C� CL N `- ---- N ------- ------T------------� _�= e�- _ _ -1----- '------------- L--L------'------- -----1-- ----------- III -' I I I I I I I I I I II I I I I I I ( I I II I II 11 I XI III W EXIST 2X8 i i j v i iii I I 1 20 O.G. 1 iii = i EXIST 2X8 iii Q >' -------------� I I, Z CO L J L J 1 1 T 1 - �"" O.G. III EXIST Ix O F- -1 F----- 1 I -i I 1 II p lJ.l Z J L---J L------JI-I I 111 N W J j I�I w i N i ROOM Q U W w u J I W I I I I p (n p I I III � I I III � I 1 III EXIST_DROP 4X(o i i _ EXIST DROP 4X(o 1 ------ J�------ ------- '--- -- Y - ---------T` � - T 11 I I 111 } II I I 1 11 11 I I 111 3 II I I III I I SLI 11 I I 111 Z II I I I I� 1 I'I I III O � II I Xr� 111 xE IST f5ASEMENT �iJL___-� OFFIGE __-- O 1, _ EXIST 111 ` Zd" O.G. i i EXIST LIVING w X k �� ROOM , v/ LL I `v i XIST 2X8 i i I CO I r ALL Exlsr FOIJf`iIDArION, FRAIvIPP o � "",-o.�--- � � N WALLS, FOOTINGS, WINDOWS & i ___ J EXIST DOORS TO PE (REMOVED. ADPL E- I i ---- EXTERIOR I i FRAMING SNORTS TO PE CHIMNEY & m l PfZOVIDED A NECESSARY. w ; i 15IRE�AOVm o -----------J .. .0 111 -------- ----------------- --- I I V III 1 I I I L------------, ----- I I I --- - --iT-—I -- 1 I 1 1 11 I I 1 r--r-�-T -- --r--i I ----- 1 II I I I I I I I I I I I I EXIST ,'/ II I I I I I I I I I I I I II I I I I I I I I 1 I 1 1 1 PDRM II I I I I L-1 ISI I I EXIST 2x8 J ------------ 2 "-0.r1. S_ ' I 0. I I 1 I0 (/ Cu0 0 __ EXIST 2x8__��, ;-------- _ 11I � --- 1 I , 111 I I I I I I 0 y I 1 J EXIST 1 i EXIST MEGH RM KIT6f1EN Vn U I 1 1 1 1 11 I I I XIST T� DINING U 11 I 1 0 06 U) III I � 1 I 11 I I I 1 1 1 1 111 1 ------------------- 1 .� �--------T------r----- 1 1------1 ----------------------- II I I I I I 11 I I I I 1 W t II I 1 I I I ui III 1 I I I II I 1 I I I L�__=______—_____________--- 1 EXIST 1 --- i DRAWL I I I I I I EXIST 70 EXIST 1 2d" O.G. 1 I EXIST PORGI- PWDR �J I I I I 1 I I I L-------------------------------------------J E Proposed Basement Exist Demo Plan Proposed First Floor Exist Demo Plan �P�� D6r,- Scale: As Noted Scale: As Noted m 0?? �OFESSIO U) a � Cb �� U N r W 2 ~ Q O < Z m o w O Z a ca,� w m Y O } a) Z E=XIST i O O p -a >3 1 0 --- -- -------------------------J �/� ' V/ LL. NO NO ALTERATIONS TO ; Q� ALTERATIONS ' THE ROOF 00 N TO THE SECOND LL FLOOR i EXIST cnmNEY ---- TO M REMOVED. -- - PATCH SIDING m AS fzEq'DEXIST EXTERIOR rn CHIMNEY TO M REMOVED. PATCH m ROOF/SOFFIT As U NECESSARY. C EXIST EXIST OO CUDRM I�DRM U O O �-- Cn 0� O cZ E O L O O EXIST" O �,ATH w Cn W L W Cn 4-a ._ E Proposed Second Floor Exist Demo Plan Pro osed Roof Exist Demo Plan �P��O NCw� s' Q� Scale: As Noted Scale: As Noted m V La .. �U •� ' err =• 2� �F�SSvA NI a o I 04 I I I I I T I ' i I I I I I I I I I I I i W I `\ < Z m ' p O Z W F- Q > Q Q U W m EXIST EXTERIOR MIMNEY & 15L60 TO M REMOVED I I I I I � I O I I EXIST" FIRST & SECOND FLOOR FRAMING, 51DING I N WINDOWS, ETC TO Z REMAIN. ----____-, r----T----� I I O Cu 0 I I I i I I I I 1 I I I I I O I I O LL I I LL---------J I I I L-----J i---------i i �1-r ■� N ALL PLOMI I I I I FO"ATION,ALL Fa ATI N LEVEL L---------J LO FRAMED WALLS, FOOTINGS, I I i I N LL WIIPOV05 & DOORS TO M REMOVED. ADD'L FRAMING SUPPORTS I I I I TO M PROVIDED A5 NECESSARY. I I � I i -------------------------------------------------------------------------L------------ii -----------------------------------------j D 0) 0 L m .2 O U Proposed Exist/Demo South Elevation Scale: As Noted 06 0 c E 0 Cn 00 C U) 0 'X CU 0 Cn W 0 0 ca. CD W 0 0 W EXIST FIRST & SECOND FLOOR FRAMING, SIDING WINDOWS, ETC TO �• REMAIN I I i i I I I I I I I I I I ALL EXIST CONCRETE MUCK I I I FOIMATION, ALL FOLWATI FRAMED WALLS, FOOTINGS, WINDOWS & DOORS TO W- REMOVED. AWL FRAMING SUPPORTS TO M PROVIDED AS NECESSARY. I I I *�'� ^�w J, ;e� 0�� a) I I N C) cA� m +� r z � <)-0 0?2 5, 2 Y \ �FFSSIOVA Proposed Exist Demo West Elevation Scale: As Noted C N 0CN Q N i W Z ~ Qp � ZO Co p U.I Z w -i Q U W � EXIST FIRST & SECOND FLOOR FRAMING, SIDING WINDOWS, ETC TO REMAIN. Z ca O v I -------� r------i r-----r I I O I I I I I I I I I ALL EXIST GONGRETE i13 PM I I I ' N FOUNDATION, ALL FOUNDATION N LL FRAMES WALLS, FOOT INC75, Ln 00 WINDOWS & DOORS TO M i i i i i LL N REMOVED. ADPL FRAMING %MORTS TO M PROVIDED AS NECESSARY. I I I I I I I O m Proposed Exist Demo North Elevation Scale: As Noted 06 O E a) C/) p 0 0 � o C z :;=, ,o -0 .U) Cu a) x > C/) w a� p }, - 0. C/) o Cu w� w EX15T FIRST & SECOND FLOOR FRAMING, SIDING WINDOWS, ETC TO REMAIN. I I II I I I I U) I I I I I I I I 1 L------I L------J - ----J I I I ALL EXIST CONCRETE MPCK — FOMATION, ALL FOUNDATION I I FRAMED WALLS, 1=00rIN65, WIDOWS & DOORS TO M ' REMOVED. ADPL FRAMINC7 %WORTS TO M PROVIDED AS NECESSARY. i i OF NEkV L------------- ------------------------� �P �. UEF��O .off -502 , Proposed Exist Demo East Elevation °fiFss'°tA LFL-1 Scale: As Noted O � Q a. Q o N M -7 CS �� U N e— i W _.......... Z Q 7 EUC Et�S Q z m GREEK / p W O z w Q U W m WETLANDS 0 -for z v / LL LO 04 13 N r I 10'+ rn 0 m O U DCIST d�� / STORY RESIDENCE �xLsr Cu CIARAeE -*o0 Site Plan Scale: 1"=10' �F �F NSW 0 �— 'A A, N z er c LU vA� 0?2 5V, OFFSSIO � Q r- U , N P N Z U , , NERA ) O�' GJ' WIND FRAMING NOTES NAILING SCHEDULE- PLAN CONTENTS: GE +- 1).RIDGETORATER ASSEMBLY: ROOF FRAMING: OCCUPANC'-Tr LASSIFICATION R--3 (SLE i</Mvfl_Y) 23 gauge strap shall be attached to each pair of rafters in azoordance to table 3.4. NAIL NAILLU Wirer a collar tle is;lsed in leu pf a ridge strap,the number of 1Od common nal s required JOINT DESCRIPTIO OTY- SPACING, NOTES t3UI�ING 15E J61F f` Y DBJGE CONSTRUCTION NOTES: in each end of the cellar tie reed rot exceed:he tabulated number of 8d nails in the strap- RAFTER TO 8'WALL•3-8d COMMDN, EACI WILDING WEIGH 1dZ" 2 TOP PLATE 10'Y'/ALL:4 8d COMNOI�RAFTER TCE-NAIL Q O 11.The infarrnat on within this set of construction dccumen:s is related to basis design 2).RAPER-TO-WALL ASSEMBLY: CEILING JOIST 8'YJAIL 3-&1 COMMDNI EACH -OTAL So. FT. OK CONSTRJCTIO I er } intent and framing deta Is.They are interded as a coistruchon aid,not a substitute Lateral framing and shear wall connections for rafter,coning or t uss to top plate shall be in TCE-NAIL Z m for generally accepted good building practice and compllarce with Current NewYork accordance to table 3.3.Alien a ratter or truss do not fall in lice with studs be'rnTO TOP PLATE 10'YYALL:4-8d COMNMi JOIST w,rafters PRMCR PTIVE A5 FER N.Y.S. RESIDENTIAL CONoTRUCTION GOD.ANG � 0 State building codes.The General Con-ractor is respons bte for providing stardard or trusses shell be etinched to the wall top plate and the wall top plsto shall be ettachod to CEI'_ING JOIST TO AS PER TABLE 3.i EACH FACE DESIGN CRITERIA Q Z construction details and procedures to ensure a profossicnally finishetl.str�ctirany the to the wall stud with uplift connections.Roofs overhanging the rake s de of the building PARALLEL RAFTER WFCMI-S9C LAP NAIL CURRENT aux alta UIND EDITION tu00C FRarE C»T;TFa1eTION n.ural. LU J U sound and a weatherproof completed product. shall be connected with uplift connections in accordance w th table 3.3c. CEILING JOIST LAP AS PER TABLE 3.i EACH FACE FFAMING E_L__EMENTS AS PER FLOOR PLANS CRC55 SECTION AND GLTIEQAL NOTES 2).The General Contractor is responsible fo-ensuringthat all work and construction 3).WALL-TO-WALL ASSEMBLY: CVER PARTITION WFCM-SGC LAP NAIL EXT. BALCONIES 60 Q V W 0:meets current'ederol,state,county-nd bc3l cedes,ord nances and regulations,etc. Wall studs above and stcds below a flocr level shall be attached with upfr ccnnections in COLLAR TIE AS PER TABLE 3.4 EACF FACE DECKS 40 Q (n Q These toles are to be considered as par-of the specifications for this building and accordance with table 3.3b.When wall studs abcve do net fall it firs with studs bcbw,the TO RAFTER %VFCM-SGC END NAIL ATTICS ulo STORAGE IC sho.ild've adhered to even if In variance with the plan. studs shall be attached 10 a commoi me nbe-,n the flocr asser-bly with uplift connectors in BLOCKING EACI- TOE ATTICS wi STORAGE 20 accordance with table 3-3. TO RAFTER ?-8d,ON1MON END NAIL DESIGN LOAD CALCULATIONS 3).Dimensions shall take precedent over scaled drawings. [LIVE LOADS PSF) ROOF (GROUND THASNON LCAD) ?O RIh1 BOARD EACH END ;DC NOT SCALE DRA`hiINGS). 4).WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2'1f,d COMMON END NAIL ROOMS 1OT11ER TI IAN SLE=PIhW 40 Y First wall studs shal be eonr•ected to lira foundation,sill plate,or bultom plate with uplift ROOM5 (S_EEPING) 30 4).The designer has not been engaged for constructon supervision and assumes no connectors.Steel straos shall have a minimum embedment of 7 inches in concrete WALL FRAMING: STAIRS 40 O responsibl ty for construction coordinating with these plans,nor respens bility for foundation aid slaty-on-grade,15 inches in masonry block foundations,or lapped under } NAIL NAIL construction means,meticds,techniques.sequences,or procedures,or for safety the plate and nailed in aecardance with tahlo e 3.3b.1,'Vhen steel straps are tapped under the JO'NT DESCRIPTION NOTES C-AUQDRA LS fANY DIRECTION) 200 precautions and programs it connectioi with the work.There are no warranties for a bottcm plate,3 inch squire washes shall b_used wili the anchor bolts.Ancior boli QTY- SPACING TDP PLATE TO PER FACT NAIL EX�O$Ui?E CATACsJRY' iy specific use expressed or implied n the use of these plans. spartrg is to he spaead and sized in arrerdaice,to table 3.2a.In addition to sparing, 2-led COKIMp anetior belts are:u be spaced between 6-12 Bx7tneS from the end o'a sill plate and all TOP PLATE FOOT SEE NOTE:1 LCAD PATN SEE CONSTRU:TION ANDWIN7 PA'" CONNESTION Z 5).Refer.o the Windcw and Doer schedule for exterior openings. en•ners. TOP PLATES AT JOINTS FACE fFC2QF - FQUN7ATION DE-AIL PAGE t GEi:ERAL.NCTE PAGE 4-1Gd COMMO INTERSECTIONS EA.SIDE NAIL NAILING 5C4EDJLE SEE GENrRA_NOTE PAGE 0 6).The General Conliactor is to ensure @rat masonry or prefabrauted freptaces inee:s S).TYPL I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE EGR.SS SEE FLOOR PLANS AND IUINDCW SCWMULE or exceeds manufacture's spea`ications and apPli able codes. Tvpe I extortor shear well s with a minimum of 7/16 inch wood structural panel on the coterie 2-tfid CON4A0 STUD D C- NA'I_ n-; attached with Ed commcn nails at E"o.c-at the panel edges a^d 12'o.c.in the held,and PIRIE PROTECTION -0 7).The General Contractor is to consul.w th the owner for all buil4n items 1/2 Inch gypsum wallboard on the Irterlor attached with Sid cooler nails at T"o.c.at panel HEADER TO 16d COMMON 16'O.C. FACE CSMOlCE t CO2 DETEGTCRg) � SEE FLCOR PLANS O such as bookcases,slhetoina pantry,closets trirrs,etc, PA.]Ps And 10"n e in the fell shall hP in annnManrp with the lergth rPgiPerrienls specified HEADER ALONG EDGE NA'L = in table 3.15a-b. TOP OR BOTTOM 2-t6d COMMON PER 2x4 STUD END TRU5e DESIGN NIA - STANDARD 5-ICK FRAT-E CCN5TRUCTICN 81.VAnd load requirements shall be takei into accouit dur ng construction. PLATE TO STUD 3-16d COMMON PER 2x6 STUD NAIL ENLRGY CALCULATIONS RESCF+ECK 6).TYPE II EXTERIOR SHEARWALL CONVECTIONS: FOUNDATION NOTES: lypellexterior shearwalsshall meet the requirements oftable 3-15a-b ti ■� mes the BOTTOM PI ATF TO- PER FACE FLOOR JOIST,BAND JOTS 16d uONffA4 CLIMATIC & GEOGRAPHIC DESIGN CRITERIA length adjustment factors in table 3.16. FOOT SEE NOTE:1, 1).The General Contractor and Mason to review plans,elevations,details aid Holes to , ENC JOIST OR BLOCKING GROUNDWIND SEISMIC FROST WINTER ICESHIELD detenn'nle intended heights of finished floar;s)abcve typ cal grade. T).INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING. SNOW SPEED DESIGN EATHERING LINE I TERMITE DECAY DESIGN UNDERLAYMENT HFFLZOODAARDS N Allowable sidewel lengths provided in table 3-14 shall be per-itted to be increased w`1en LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED 2)-All root Igs to rest oro undisturbed(vfrg'n)suit.(MIN.SOIL S'RENGTH AT 2000psi) NAIL NAIL ------ ------ - - ----- U Interior shea'WaIM are used.Sheathing and cennedbna shall be In accordance with JOINT DESCR'PTION NOTES � 2.4.42 and 2.2A respectively. QTY. SPACING AOLBS. IV B SEVERE 3 FT. MODERATE SLIGHT TO 11 NONE 3).Provide 112'expansion jo nt material between cwrr�ete slabs and abult,nq JOIST TO: PER TOE TO HEAVY MODERATE - concrete or masonrywal g ocCum in exterior or unheated)itenor areas. 8).CONNECTIONS AROUND EXTERIOR WALL OPENINGS: 4-8d COMMON _ - ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: n9 SILL,TOP PLATE GR GIRDER JOIST NAIL Header and/or gi der connections shall be attached with uplift connections In accordance BRIDGING EACH TOE N 4).Any new Cenerele-walls being stIncher:to extitmg Concrete.stndcr ire,shall with table 3.5.Windcw sill plates shall be have stee'connectors in accordance wits.table 2-Bd COMN'ON NAIL SPACING NAIL SPACING AT INTERk1EDIAT Le tistalled w th 44 re-bar.18"long at 12"o.c..Use approved epoxy for Instal alion. PI TO JOIST EVD NAIL SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES O 3.5. BLOCKING EACH TOE � 5).Unless otherwise noted,all slabs on grace to be 3500 p.s.i--Concrete to be TO JOIST 2-Ed COMk'ON EVD NAIL 4'PERIMETER EDGE ZONE 8d COMMON(§W O.0 8d COMMON @ 6"O.C. SEE NOTES:1,3 O pourud on 4 inch thick sand u-gravel fill with 6x6 wire mesh reiiforcing-Interior blabs 9)-CATHEDRAL CEILING ASSEMBLY: .0 to he minimum 3.1;?inch thick.All fill to CP enm artPd to S5%relative densil•with Where a ridce is to be used as a structural beam,the rafters shall a Ther be notched and BLOCKING TO EACH TOE INTERIOR ZONE 8d COMMON 6'O.0 8d COMMON 12'O.C. SEE NOTES:1(BOTH FIELDS U P ) 3-1e"d COMAIO �r NO 1 L'21 OR PAVLL I ILLD O 6'maximum lifts(layers). anchored on top of the beam or slope co-Hectors shall be attached to each rafter-:o-ridge SILL OR TOP PLATE BLOCK NAIL � 6).Crawl spaces to be provided with a minlmu^18"x24"access Cpering.Install One along vie open celiily part or Ilre buildiry.Cunneutions to Ure ridge ane wall shall be be LEDGER STRIP EACH FACE CABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON to 4.O.0 8d CCMMON 4"O.G. j SEE NOTES:1,3 ' U attached with the obovc rcquiromcrits. TO BEAM 3-16d COMI110 JOIST NAIL Ax1n cast irnn frli;nda-inn vent few every 150". ft-of area NOTES DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3-SdCOMMON PER TOE 7).Dampproof exterior of foundation with bit rmiiours coating as per TO BEAM JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE VOTES ONLY. N.Y.S.Residential Construction Code.A 6-mil po yethylene film shall be applied over 1).Unless otherwise noted,all framing material to be#1 ACO pressure treated lumber. BAND JOIST PER END the below grade pertior of exterior ell's prior to backfi ling- All fasteners.hangers and anc-iors to be galvinized or stainless steel. 3-1 rid COM , TO JOIST JOIST NAIL ).For roof sheathing within 4 feet of the perimeter edge of tie roe,,including 4 feet on each side of the roof peak, 8).prainage as per town and N.Y.'; Residential Crnsinxa no Cale. 2).Girders for deck joins to be boles to each past with wBAND JOIST TO:-washers and nuts. 2-16d COMNIOI, PER TOE NAIL the 4 fuel perirme:er udge zurxa attachmumts required shall lis hsed. Ciders on concrete piers shall be anchored with proper steel connecto-s anchored SILL OR TOP PLATE FOOT 'SEE NOTE:1 SHEATHING: 2).Tabulated 12 loch o /rail spacing assumes sheathing attached to raftertruss framing members with G>G.49. FRAMING NOTES into concrete with a minimum 1:2'd1a x 7"long anchor bolt with washers End+tuROOF SHE ts. For framing members with<0.42<G<0.49 the sad t spacing steal be reduced to 6 inches o.c. 1).All framing techniques and methods as prescriptive design of curre-1 SBC High WI ) Posts supportiig girders shall be arrhored to a 12"xl2"x12"thick.concrete footing. JOINT DESCRIoTIO NAIL NAIL Edition Wood Framing Constructicn Manual. r , i QTY. SPACING 3).Tabulated 4 itch o c.rail spacing assuml s sheathing ll rarer;tads framing members with G>0.49_For /� Use a minimum 1,2 diel x T long anchor bolt with washers and nits.Footings Stoll be„ft. AS PER TABLE3 rrar^icy_,rwn boys w Ih 0.42<G<0.49,the nail spacing shall be reduced lit 3 inches U.C. W below grade.Porches wihcovered roofs shall have 12"dia.concrete piers for the girders. STRUCTURAL PANE Bd WALL SHEATHING REQUIREMENTS FOR WIND LOADS: -�D 2).Unless otherwise sited,all framing and structural wood material to be#2+B'R. WFCM-SBC Douglas Ft,. 4).Deck joists to have blocking at 8'0 a c.. O CEILING SHEATHING. NAIL SPACING NAIL SPACING AT INTERMEDIAT SHEATHING LOCATIC NOTES 31.Floors.wa Is.ce rings and rafters to be space!at 16 Inches o.c-unless noted 5).A minimum of 1:1 inch flail-ing shall he installed t:etween the bili din.]anc ledger. NAIL NAL AT PANEL EDGES SUPPORTS IN THE PANEL FiEL ctiherwise. JOINT DESCRIPTIO Ledger to be fasteied to building with 12"diel.bolts with washers and nuts QTY. SPACING SEE NOTES:1,3(ROTH FIELD ) where needed. ,� 4'EDGE ZONE Bd COMMON�6'O.0 8d COMMON C�12'O.C. NOTE.2 FOR PANEL FIELD 4).Unless otherMse noted-all bearing wall headers to be(2)2x•0112+BTR.Doug.Fi- GYPSJM 5d COOLERS 7" O.C,EDC;-_ Baarind writ headers to have(2)jack suds and(2)full length studs or each side of all WALLBOARD 10'O.C.FIELD INTERIOR ZONE Bid COMMON @ 6-O.0 8d COMMON @ 12"O-C. SEE NOTE:3 � 6).Concrete piers scall he a minimum 6'Ahrn a grade. WALL SHEATHING: open rigs.LVL headers tc have(3)1ack studs and(2)full length studs or each side of NOTES cpen ngs.Bearing wall wlndew sills shall also have(2)vAndow sill plates for 2x4 writ 7) All joists to he.s:-pported with hangers And anchors.EAc:h Joist shall also-P-anrllared cpen ngs between 4'1 and 6'0 aid 2x6 wall openings between 5'11 and 8'9.Prev de fir to girder(s). JOINT DESCRIPTIO NAIL NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. and blockiig where applicable. OTY. SPACING /� �, 8).Covered Roofs shall be assembled and anchored the same manner as a typ ca'twildi-ig STRUGTUNA-L 8d COMMON 1AS PLRTA13LE 3. 1).For wall shealiiny wil•iin 4 feet of the curnem [tie 4 rout edge tune allaChrtrert regAterments shall 5).5).All flush bcomwhcadcrs to be installed with heavy duty gohanger.-ized hanger.-and PANELS WFCLA-SBC be.Used, anchors where applicable to all coniec:inq joists. PLUMBING NOTES 7„E"OSB s•O.C.EDGE [ Gd COMMON 2) Tabulated 12 incl o.c.nails spacing assumes sieathin attached to stud framir members with i 6).Double uo floor'joists under walls that run parallel:o the floor joist and under bathlo .) All water sI N,drains and vents to lin insWind as n-N Y.S Re.SiCenhAl PLYWOOD 6*O.C.FIELD P n9 9 9 P P lit IPP- ° nit P G>0.49.For framirg members with 0.42<G<,the nai'spacHgs shall be reduced to 6 inches o.c. Floor to have ceramic ti a ionto led shall be verged for proper bad cacaclty l:nle3s not cnstrudion Code. GYPSJM 5d COOLERS T O.C.EDGE on p ams. 2).Verify septic system with the Engineer For Suffolk County Health Department approval. WALLBOARD 10"0 C FIELD 3).For exterior panel sid)ig,galvinized box nails shall be permitted to be substituted for common nails-7).Provide bkouki•1yftrridginq in Roof joists at 8'0 u.c-.Use solid blucking in flour joists FLOOR SHEATHING: NOTE: under all bearing walls. 3).If wan studs,pates or jclsts ara cutout during)nsta'laticn for any plumbing related work, JOINT DESCRIPT'ON NAIL N41L CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY provide adequate tracing and plates to protect and secure the structure.Verify with the OTY. SPACING E).Provide insulation baffles at eave vents hehroeen rafters.Install draft blocking as state code and manufacture's recommendation for maximum hole size and spacing permit S TRUCTURAL PANEL 6.O.C.LULL EXISTING CONDITIONS. MINIMUM 3000#CAPACITY. needed. 1"OR LESS 8c COMMO' 6' O.C.FIEL HVAC SYSTEM NOTES 1)-PROVIDE 518"TYPE-X SHEETROCK FIRE STOPPING AT 1070 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. 9).Unless otherwise noted,all roofs and watts to have a m'nimum 10 thick.4-ply Fir 1) Mec:haniral siilinrintm.ctnr K rPspnnSlhle for adhearing to All applicahle Codes P-nd safety NOTES: 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACO. CDX exterior sheathing grade laymood-Plywood to cover over plates and headers. requ rem ents. - U)-INSTALL 1-Co2 DEi ECI OR IN AUDIT ION TO SMOKE ALARMS PER FLOOR. THESE NOTES ARE ON_Y TO BE REFERRED TO IF 10) Unless otherwise rated use 314"thick T8G PT S Fir or Advantech plywood subflno 2) HVAC subcontractor Is to Gully coordinate all sys:om data and requiromews with the MENTIOVED IN SCHEDULE NOTES ONLY. FIREBLOCK:VG REQUIRED adhered with PL403 adhesive and screwed to icor joists.Finished floor to be installed equipment supplier- cktig Firebloshall be provided to Cut off an concealed draft oaerlings(both vertica'and horizontal) cve•subtlon-as per mnnuta-hlrP-'s ms-ructions. and in farm an efferflve fire harnPr hetvmPn stcxiPs,and hatwPen a to sic anr-the roofs re. t).Nai ins rcqu cements arc based on wall sheathing P ti r� ITVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6"on-center at the panel elge.If wall sleathirg Firebtocking shall be provided In wood-frame cents ction In the following locations. 11).At ballroom walls to have 1/?'thk k maishrrP rrsis'ant sheptrnrh.Garage walls a ontraclor aid ovmer for final review and approval is nailed 3"on-center at the panel edge to obtain higher ceilings and over furnace to have 518"thick type-x sheelrock-AI'other parts or building shear capacities,raging requirements for stru-Jural 1).In concealed spaces or stud walls and partitions,iiduding furred spaces,at the oeifing and floor to have rerulm t!2"stwetrodc All watts to be taaed aid finished. ELECTRICAL NOTES: members shall be d3uhled,o,alternate Gonne t^rs, levels.Concealed horizontal furred spaces shall also be firebincked at Intervals net exceeding 10 such as smear plates,shall W useJ to mainiair load paUn. feet Betts or Maikets o`mineral or glass 8brr shall be allowed as flrenlork'ng Ir wall eonsmxtcd ♦ria 12).At rash with a pitch It-unthan4:17 shall he installed with an Ire R YJatP•harrier rr 1).All Plartri;al to he elstal Pd as per N Y.S Residential('•anstni-Minn Code. usury parallel rvvrs of studs or staggered studs.approved equal.Flat roofs shall be applied vAth a-tbergtas base sheet with an EPDM 2).When wail'sheathing is contiruous over cenneded torch down type material over. 2).All electrical work shall be approved by a qualified Underwriter. members the tabulated number of nails shall b permitted 2).At all inhe-connPctians between corceal-d vertical and h-3ri,-onta'spaces such as occur at soffits, i 13).At sill plates and wood in contactwith mncre:e to he pressure treated Sill Plates t13).Install Smoke detectors and Carbon Mmcxide detectors throughout as per sectioto be reduced tot-16d nal per root. drop cei'n R31 ngs and cove ceilings. g-• be iistalled w th a fear,sill gasket and sept-tex termite shield or approved equal- I of N.Y.S.Residential Construction Code- ------ - - - -- - ------ - --- -- - - 3).In concealed spaces between stair strincers at the top and bottom cf the run.Enclosed spaces under sta rs shall comply with N.Y.S.Resdeitial Code. 4).At openings around vents,pipes and duos at ceiliig and floor level,to resist the free passage of flame and products of combustion. 5).For the firelab&rg o`chimneys and fireplaces,refer to N.Y.S.Residential Code. F NFA * Y A r` + A• x n Lfi i tri ee-� '�'• tau � =lu A ;"2 �OFrSS10N 03 N a Q T co 1 C N Z U 1 WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS 1 USE THE FOLLOWING APPROVED USP METAL CONNECTORS =OR PROPER W'ND RESIS-ANT 4 GOOD CONSTR.CTION. =OLLOW MANUFACTI.RE'S RECOI"MENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPAC'TY- r KING STUDS • • `'--�1\�� ;j i i�f/ \�\\\� / \, \`��/,'� WALL STUD Ix ✓ EVDWALL CRIfL=STUD \ � O_ Z `\ COT-CPA Q u RIDGE LEDGER BATHTUB HFAnFR m DOUBLE JOIST i •i IDEWALL RAFTER � � W JACK STI-CISJ ) FI OOF tMP N.IMRFR OFSCRIPTKIN APPA KATION 11111 \ I5 .CLD CO. CONNECT TO i SIDE OF ALL CORNERS 151- Allsb ANCHOR TO FOUNDATION Wl ANCHOR BOLTS _ ___ BATH/SPA TUBS TO HAVE A.DOUBLE FLOOR JOISTS UNDER FOP.ADDED SIJFPORT Y CONNLCI f0 1 SIDE Gf Al CORNERS ON LOCA.TIO\ USI'NUMBER DESCRIPTION I APrLICATIO\ LCC.4TION USP N TADER DESCRIPTION A7UCAT ON RAFTFR 917E I1?P NIIMRFR IIFSCRP-InN APPI ICATION StI-FORT FAC4 WA L RI INN TNG PAPAI 1 FI WTTH T-1F FI OnR 2ND. ADS5 HCLU GOWN bOIM ROI.PLA 1 I_OF 2ND I-LUOFf AND I OP F JOIST DIRLCTION WITH(2)JOISTS.UPALi WALL. AN PLATES OP 1ST.FLOOR CONNCCT-HR-3UG'i ALL OPENINGS _STA.12 1-114'x12'20•x,.STRAP! APPLY TO EACH JACK STUD ROOF LSTA24 1-1!4'x24'20ga.STP.AP APPLY OVER RDGE TO EACH RAFTS 2K6 2x6 LS26 18 .SLO=E HANGER APPLY TO EACH RAFTER/L_DGEP. E O FOR JOIS'NOT DIRE.TLY 11N 0ER PARALLEL WALLS.PROV:O� THE FLOnRS TO EACH OTHFRW/THREADFO ROD TALL OPENINGS RT3 OR RT7 TYCOWN ANCHOR APPLY TO EACH CRIPPLE STJD '2X10 LS210 18gz.SLU'h HANGLH AFP�Y I U EACH RAF 16R I LhUULR BLOCKING 624"a WALL STUD _NN ��n THRf111fiH-ROOF F11HA115T Z _ VENTS SELECTED AND \\ \\ LOCATED BY CONTRACTOR \ "Q NIETALSiR4P ------ --- � Q CRICKET AT TOP-SIDC Of \ �� VENTTI ATTAN CNANNEI. \vim Q R M BOARD /f/CHIMNEY RAFTER �T �� \y \ AS REQUIRED SI1'LATCIS) WALL SHLAT HINS \\\i RAFT RD MAINTAIN �� i / / : ,�� ` VENTILATION M/000 JOIST--JE�\�\\ �� \�� \� Q ,// ,St FLASHING •OJNDATION —{� _ - i TOP PL ATF i y rS FIVISHWALLANDMOISTLrE J y �\�y 1x«EDGER GLOC(IVG \ \`�J/ / / BA.RRIEP.TO LAP FLASHING i I 2y4 50-FIT JOIST `� \-' ♦FiJ Q STA VING TC BE ATTALHLO TO WALL STUDS 6448'I0C i \ ATTIC SHALL BL PHUVICLU WITH A ■ f AT WALL--MAIN-AIN GAP i i -FASCIA \`v` \ I! AND ALL WINDOLr/COOR OPENING JACK STUDS / P.MML'M NET FREE VENTILATING AREA T FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION \ / UTWELN WALL FINISH AND WALL STUD NCT LESS THAN 1/350 OF THE AREA OF I� GUTTER \ 1 NLL ROOFING TO AVOID BEAKING TI IE SPA:L VENTILATED. ALL OPENINGS WOOD GIRDER I'' ` SHALL BE COVEREn WITH CORROSI^_N- L LO SNS-ALL 4'Y OC. / �% ��` I L-CONT'.N /ExT. L VENT / 4'-A- LSTA24 1.1J4'x24'2Cga S-RAP AND ALLJACK OPESTUDS ,; \ �`•� LC'NTIN SOfrI7/EXT.PLYWOOD ON ALL OPENINGS \ \� � PROVIDE HEMMED EDGE A' RE5157MT METAL MESH WITH MESH ' \' FLASHING TO FORK CHANNEL OFENINGS Of S4 INCH IN DIMENSION_ N NS-ALL4'YO.C. �� / �� ! LOCATION USPNJMBER DESCRIPTION APPLICATION SOFFITED EAvE LLr 8"-I4" LS TA3U 1.1/4-x3O'tEga.S-RAP ANU JACK STUNS117 AVD SO A,TC MAINTAIN A:R ON ALL OFENINGS �- / /f \ -GAP TO PREV_NT CAPILLARY 4'-6'RAFTER RTIU 1U-3'4'x tyga.TYW'!'M ANCHOR ' � CHNa) -ICED AND .T]OV EC PROVIDE BLOCKING BETWEEN OI5T5 THAT ARE S NS-ALL 4'Y O.C. A CONNECT TO ROOF VENTILATION I OVER BEARING WALLS AVO HEADERS 14'-16' LSTA36 1-V4'x36'lE a.S-RAP AND JACK STUDS r �� R'-tY RAFTER RT20 ?1-1 A'z T)Da.TYDO'I'M ANCHOR EACH RCTPER g ON ALL OPENINGS ,\ '/ /• \ RFFP ROOFING,RAP-S OUT SOFFITED 64VE ✓ETAIL 1 Or r-ASHING Q 2NU.HLOUK WALL ROOFING UPS BASE Q FLASHING 4 INCHESRAFTER N L/ BASE FSIILNG WRAPS CCRN:PS, RIDGE CAP OF SAME EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING \I ' NAI-ED TO SHEATHING U SIDES 4 INCHES AND LAPS :r \ `� \` ? THROUGH VENT • \ \, SFINGLES AT BASE MIN.4 INCHES --------- - / 44: •�i \ iii \, WOOD JOIST IN. TCP PLATE /� i/ l%�� // \ �, GIRDERJHEADEP. �J1, \ � 06 (n SIDE WALL FLAS14INC� �/� ' - / � \~ WOODS 1ST.FLOCR WALL u %�' ,?\ OIST S1\'P1NG TC BE ATTACHED TO WALL STUDS C 48"OC AND ALL WINDOW/COOR OPENING TACK STUDS META_FLAG-INC AT ALL CAVES,S1DEWALL3. WALL STLD FLOORJOIS-DEPTH USP NIULIBER D=SCR PTION APPLICATION AND RAKES-PROVIDE F+EPIMED EDGE5 50 RAFTERS/ (n INSTALL 4'0"O C. AS TO lQRI"r. NI GE C44ANNELS AAD 4'-8' LS-A36 I-1'4'x39"8ga.SrRAP ANDJACKSTUDS PREvE\TCAPILLARY ACT"CNI LOCATION PNUNBER DCS !PT1CN AfPLCAT!ON DRE-MANUFA'TURED \ KEEP SHEATHING MIN.1-1/2* ALL JOISTS CONNECTED TO A RLUSH HEADER TO BES PPORTED WITH - ON Al L nPFNINnS CONNECT EACH RIDGE VENT BOLDS FNUV PEAK TO ALLOW FILL RAF'TFRIPI ATF RTIF TYnn'!YV ANCHOR THE PROPER A&V$TEFL CONNECTOR. InSTALL 4^0'O.C. RFF7ER TO PLATE OVER RIDGE TO RIF PASSAGE IF ABLE.$ET FIR JOIST 5 AhJ VX.3/2"HI6HEH THAN AVL HEADERS E•-16" MSTA48 1.1'4'x48"6ga.STRAP AND JACK STUDS CONNECT O'JER CONFCRM TO SLOPE TO ALLOW FOR SHRINKAGE.E RECUCE BUMP OUTS Q ON ALL CPENIN^,S =LATEAYALL SPTH4 STUD PLATE ANCHOR ■ PI A1FS TO FAG.STl1D OF ROOF CUL SILL PLATE TERMITE SHIELD l� SILL GASKET s- \\ WOOD Jc15-6 a) ice'• I NEOPRENE � \ � Zxr:x&CV" U^ S U00D =LTECONE.SLAB GASKET �O 1 YP CONC.HUUNUAIIUN n 6 MIL.POLY v, 67LTEC•70 S7EE_BEAM 11114T- DAMPPR00=EXTERIOR � i i 4 - GRANtI_AR FILL. - �AJI �, �� _ i ' , I Ir?'D'G. BOLTS•r 48"e.e.ST4i. EPAL POLY ON EXTERIOR v r STEEL COLUPAN _ a / ,a sem: q °� y� C POCF JA;.IS \\ \\ „{i': 6-EEL BEAM U CONIC.SLAB - 6''\`• v \ �_ 7 11j" �\ / 4' xIfA' xE"5 1 O COMPACT FILL ROOFING UPS \\ \ '1`• \ TOP AND 50TTO l PLATE e / FLASHINE AT r ,� \ ( W'T I I!2'x b"Ar G IOe 60Lt v 4� L i KEYWAY FOGTINO - ° • / !1' ' CO\C.F o.�;.° - ,2 a /: ITSE WITH 3x3S0UAR.E WASHERS S_DLS AND TCP �� 112' GROUT ` e ' ANCHOR BOLT CONNECTION (USP LBFSE809 BP5E3) \\� \\ INFORCIN(3 BAR -+. \ I 3'STEEL COLtA 0� G f SUPNORTIN :uV N NICHOR BOL !IC KIPS) ANCHOR BOLT CONNECTION 1 DKAIN TALE r --� SUPPORTING IVANM11UM SPACING FLASHING LAPS 1 SILL PLATE TO FOUNDATION ROOCNG AT 60770`1 -' I - CRAWLSPACEORFOUNDATION 1STORY 72'OC ��,i \ \ \ TY=ICAC BEAM DETAIL " O TYPICAL CONC.FOUNDATION.APPLY PI-ASTEPS SILL PLATE TO FOUNDATION 2 STORIES 36'OC STEEL / BOT-OM BEARING= WH3 E NEEDED FOR STRUCTURAL BRACING. MIN.3STEEL COLUMN AND TO 24"'24'x32"CONE.rTS. ;CRAWL SP4CE OR FOUNDATOV) (V WAL_DOTTOM PLAT-_To roUNDATIO 1-2 STORIES 57'OC IROOF JACKS 4 VENTS DETAIL SLA3AN-GRADE� SUBrL00R CONC.SLAB ` '� \/ r DOORFRAME CX,110(1)WWM r CdRd@E I IJ ( JOIST COMPACT FILL OOR I I r� JOSE 2X8 FOR RI OLKOUT STEEL B:AM 4"SLA13 v I I= SLOPE P T-PI ATF 8,/6XS wmm en �_ _ 4•DR NOT'H JOTST AND AD.7UST HEIGHT (WITH A NAILING PLANE I=NEEDED) / i i�J i ice' i'C•A,' AT ENO AND f �, •. Now / l p TO BE APROX-1/2"CR HIGHER THAN S-•6'6 /'�IDCS Of WOOC i c 0 '. 0 •,• . STEEL BEAM TO ALLOW FOP.SHRINKAGE •�� GRADE ^ -'"v- -' : i /BEAMS D n �'°' 7 r (PIOVIDE STRAPPING TO KCFP JOISTS ALIGNED) ° 4 n D 'i \• I'. 12" 6X6 W.W.M. .�_ -.__ _.a - _ - „---- \ _n1 D e•'4 - -..b i ° n N A o • �SUBrL00R 'e °�" 1• A ��` NOTCH BKJIM FCR MUOSI;1 IF REQLREO-MAXIMUM L _ A 'D • �'�• e ,�:, •' ° s = P•EINPOP.CING BAR `r e NOTCH EQUALS Ifl DEPTH OF BEAM dI • v,., `n - �'� *GIST .C ..N REFNFORC'NG BAR I' DR41N TILL I+ �t `• - I-I c.I a,•o " =-P � ..�, •• . SN_CT METAL/30•PELT UNDER OLIM AT POINT IL ^ 12" ' OF CONTACT WITH CONCRETE OR:OIL BOCK - �.T .`tT• .i STEEL(BOL ' � .FP:ATC(BOLTED TO SCAM; TYFXAL CCNC Moho-mic FOUNCATION.REINFORCE WITH 12)+4 REINFORCLVG BARS THI".KFN Si ARS RFNFATH A-AP.'N4 WA 1 S AND C01 LIMfLS e- I \ SHIPS TO LEVEL BEAM HLIW UNCL•OUI ING WITH(2)-4 HLINI ORCINS BARS. \�3"•!ININU"B[ARINC surrA.[rorz VOCD BEAM GARAGE DOOR BLOCKOUT ♦_, BEAM POCKET E F O N�� i r) j. 0. °Tz;;o �OrFSSIONP\- rn A � O � Q 27'-9" 01 7'-24„ 13'-42„ 7,-24>, ------------------- ------ --------------------------- ------------------ r ALL EXIST N r _11 .1_1111'.. DIMENSION o0 U WINDOWS 11 NEW I • -------------------------- -- -----L------------------------------� � = i i I SN SITE NEV�D " LVL'S i I 1„ 4'-9" 1 I ------------- 2 1 III I ------------� III 9'-7" J Z Q 3' NEW GONGRETE ZO m FOOTINe W/ 4X4 POST D LLj _ Z NEW I m I 1 13'-5" 1 I I r , STRAP . MIN OF 36 W -� DOOR i i 10'-10" r_ 11 I 15'-7" i �p� OF Id' DIA.APER MIN 0 Q uj Q RAIap (3) 9 " LLL P9JTGi (EFA _1 _ N�11/ 9�� LVL ftTOl (gym w I I 1 = _ _- I 3'-8' F----- B , 1 L_ J I B ----,i O I .• � NEW GOLIavINS i � i 4'-10" W/ ?.(X?.�XZ4 1117 -1 1 „ ' i i Z 11 111 4 N3V� pi{ DIES GONG FOOTINGS O O I ---------- III NEW WINDOW W/ Q I - I POURED GONGRETE O WINDOW WELL W/ ■a 4;_� ' i i _ _ i ► FOOTING & ALUMINUM .� a) �JAFEN eRATE V/ LL ) j I III I I X III III , W Lf) 42'-4" 1 j .N. iii i i I N III1" 111 I I VIF MAX 7'-11- STAIRWELL 2 MISTER/ADD TO, `.. i WIDTH I) �_EXISTING FRAMING � 1 I I I TO FACLITATE PI&A0VAL 64= I 48 -2 03 -5„ UT r --I r- --i & Ga- NS i i 24'-52" p AL x.,111 1 i y NEW FLUSf t LVL I 1 U I •' I � _J L- - � I j NYV � -. 1 I 111 III � A/; Bcs I I NEW GOLUMNsIII 111 ;E 111 7 -9" III 8'-s" I I ' W/ UXUX?A III I . GONG FOOrINGs III VIF MAX STAIRWELL I , ----------- in ulz LENGTH NEW WINDOW W/ • P0IJRfP CONCRETE ^♦ •, ' i 1 _ 1° i :: i WII�IDOW WELL W/ W NEWS POURPD G GfiJGRETE i i I I I i FOOTING & A JAIINUM O FOUNDATION W/ 16X8 P 1 , L_ ' - I �- -_----, Cu SAFETY eRATE � CONCRETE FOOTING I nl i i I O I ICu LL 1 1 III NEW FLUSH LVL i -__-- .: ' i �► III I ' O ul _9 i i i i 0. 4'-10" LL _ III CL _ WI OW III EAST STAIR i ------- -� L- Z I 1 I I r------------ ---------- -, 1 I j w 10 -32„ I 1 I 1 I NEWI WINPON 5'-10" 1 iWELL Now L---------------------------J L-------------------------------------- --------------------------------------------------'_�I-------I -2"---------- ' 1" 1» 10 5 -102 5 -22 L ; NEW CONCRETE FOOTING 3'-10" C-116" W/ 4X4 POST STRAP . MIN 11 -14 OF V DELOW eRADE & 4-1 A 16'-7;5" MI OF Id' DIA PIER TYP. ■ 001 ( ) E I F OF NEt Proposed Foundation Plan W 1st FI Framing �P s Scale: As Noted R1s r. W z ��'ESSI N A . . Q. Q NOTE:CONFIRM ALL EXIST j DIMENSIONS ON SITE. op N =d i 4'-11" 01 4'-0" EXIST w 6UN Z ~ ROOM 3'-6" Q Z m � O p Ii.t Z Lu U W NEW STAIRS- Q 6R@MAX X -rl; 5T @ MIN Or Id' Y B 6 O } EXIST Z OfFICIE EXIST ----, 'Cuo LIVING i O 0 i p LL LO ----J 00 LL N T CD --- ---------- O .0 EXIST -------------' U i ------------� Cn Exlsr EXIST KITCH EXIST UP moo _ DINING C 0 0 0. 0 0 U. EXIST EXIST PORCH NEW FAIRS: PWPR 3R @ MAX OF r/; IT @ MIN OF Id' 1'-6" 3'-6" 6'-8" A E i Proposed First Floor Plan ° �"0 Scale: As Noted m r �1� v A O 502 BOSS 1 � I � I I I I I N I 1 I CL Q I I , I , I , I I i C)b �� U � REMOVE EXIST MASONRY CHIMNEY & INSTALL N i NEW DOUBLE WALL A-VENT CHIMNEY W/ WOOD , FRAME EXTERIOR. PATCH SIDINC7 & SOFFIT. I � I I I l uj EXIST FIRST & SECOND FLOOR p i FRAMING, SIDING WINDOWS, ETC TO Q Z m REMAIN. ir 0 Z I I IW- Q > Q D m o I � I � I � I REATTACH EX15T STAIR o ------------i IN NEW TOF +I8" i i i I a� F Z EXIST TOF31 - - -- - •� s L ---_ __. Cu ' y ' i + - i NEW r POURED GONGRF-M 0 V �. �' �. FOU DATION W/ 108 POUZED 0 'a • . .. CONCRETE FOOTINO o I I I I I I I I I I I II I I NEW WINDOW W/ I I I ------ 1 1 WINDOW WELL i I I I i i l ---------J ;i i i i i '� •� _� I I L-----J ► I I I it �------� I I I Ln I r-, L-----------r' `, I r' I`T--------T' I NEW WINDOW W/ 00 I -- --------�--� ; L--�-----------L--� i WINDOW WEU- 04U. I r � , L-------------------------------------------------------------------------L-------------L-----------------------------------------J N O t O U South Elevation Scale: As Noted 06 o O � U) CCS 0 (1) /') W C o j EXIST FIRST & SECOND FLOOR 0. a) FRAMING, SIDING WINDOWS, ETC TO o REMAIN. LJ.1 NEW TOF +16' ' W EXIST TOFU) - ` .` •,`. ii i I 4-1 II 1 I NEW 8" POI FEP CONCRETE • FOUNDATION W/ 16X8 PaPED I I II I I i CONCRETE FOGTINC7 I NEW wlY� i i �P F OF NFA E 3 D&, �O r' `7 r ��'" L---------------------------------------------------------------------------� ('! •,rµ � A O� ��FESSIONP�'� West Elevation Scale: As Noted � N C Q 00 U N W EXIST FIRST & SECOND Q z Co } FLOOR FRAMING, SIDING O Z WINDOWS, ETG TO W J REMAIN. Q U W< Ix 0 Cn ix 0 NEW DOOR NEW TOP +18" Y E . rT xlS of m r- Z I NEW9V' PvVIV.-V WIv(/IV_.IL - ♦ I `{- •� '1• r,• I .. I. ( - f- - 1 I I I• Cu FaurvArioN w/ 16X8 POURED i -- -�- O GONCRETE FooTIW • s O = -� ♦M O I I" I L.L ` t0 LJ N I �--i I L---------------------------------------------------------------------------J O t North Elevation Scale: As Noted 06 � C/) 0 0 Cu aDw — �, EXIST FIRST & SECOND FLOOR FRAMING, SIDING WINDOWS, ETC, TO TO 0 r/1 REMAIN. 0 L w ui NEW WINDOWS NEW TOT +18" EXIST TOF NEW S" POURED CONCRETE FOUNDATION W/ V08 PaFTP •I-. I :,. • -r.,. � � . I r.>' CONCRETE FOOfIN6 OF NES r•i P DEEP �'0 1 I * I L-1 fi. n met U _ L, �V 0 L-------------------------------------------------------------J .O x_ 02 C)�%ssid East Elevation Scale: As Noted EL C? M CL Q 00 U N W Z Q Qz CO} NEW RAISED LVL HEADER p O Z w -i EXIST FIRST & SECOND FLOOR � w Ix '— FRAMING, SIDING WINDOWS, ETG TO REMAIN- NEWTOF +IS" STEEL LINTEL ABOVE WINDOW TYP. EXIST ToF ani 15ASEMENT WALL ASSEMBLY: Q (, 0 NEW S" POURED Cl�NGRETE 9'-0" FCI�ATICN W/#5 REBAR @36'.OG WINPOVVWELL (D � ami BASEM Nr FLOOR ASSEMBLY: N �- PERVICUS Zh" NEW A•" CCNI.RETE SLAB W/ opo GRAVEL 6X6 WWM. N 6 POUZPP GONG. FOOTING W/(Z)#5 REBAR a) rn 0 Section A—A o � U Scale: As Noted OZ5m Q i 1 p o =�= NEW LVL HEADER U U) U) EXIST FIRST & SECOND FLOOR tiJ FRAMING, SIDINO WINDOWS, ETG TO REMAIN. NEW TCF +Ir -- -------------------------------------- NEW 91; SISTERED LVL JOISTS EXIST TOF r BASEMENT WALL ASSEMBLY: NEW S" POURED 6aVARETE 9,-0„ FaMATION W/#5 REAR @V'06,. BASEMENT FLOOR ASSUMMY: NEW A!' CONCRETE SLAB W/ • 6X6 WWM. 5XI6 POLE GONG. FOOTING W/(Z)#5 REBAR OF N, w res � FRS D,A CD IT, ar Z . A o��5 2 �OFFSSIO Section B — B Scale: As Noted