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HomeMy WebLinkAbout48051-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT «� TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 48051 Date: 7/11/2022 Permission is hereby granted to: P & ELLC ................_......._......._.........----....w.........._............... ............_._.. ............. ___...................._...................................... c/o Peter Harbes �........ _w_.__.........._................ _...........� ..�.................._._._.........................�._. 1002 Bluff Dr N __.�������....�..�...........wwwww.__.__ ... _ _..._...�..............._........www..w..w� ._._ Baiting Holl w, NY 11933 To: Construct new foundation under existing (relocated) single family dwelling and construct porch additions as applied for, with SCHD approval. Additional certification may be required for existing dwelling. At premises located at: 6025 Aldrich Ln. Mattituck SCTMww#...... _ww w....... m.M........_a............................ _ __ ._...... �...........ww_ _ .www__..... ................. Sec/Block/Lot# 120.-3-11.22 Pursuant to application dated 6/8/2022 and approved by the Building Inspector To expire on _1/10/2024. Fees: FOUNDATIONS UNDER EXISTING BUILDINGS $200.00 SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $395.20 CO-RESIDENTIAL $50.00 Total: $645.20 _.._._._... Building Inspector _ TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 d` Telephone (631) 765-1802 Fax (631) 765-9502 bttl2s://\vNNrw,southoldtowriny.loy � Awa Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only lo� r mr1 1f PERMIT NO. Building Inspector. FE Applications and forms must be filled out in their entirety. Incomplete BUILDING DEPT: applications will not be accepted. Where the Applicant is not the owner,an TOWN OF SCITHOI_v Owner's Authorization form(Page 2)shall be completed. Date: 70 h e 5 0 a D' OWNER(S)OF PROPERTY: Name: \0 S SCTM #1000- Project Address: 5 �" - L c�—, " L GL c e` kc Phone#: .3 I a 75 _ 4 9 1 3 Email: ��s��s @MSA i�s�c�. Lowt Mailing Address: ? © cx �O -`-.� y� / / q� OL CONTACT PERSON: Name: r o uit �6 �c(f MA e Mailing Address: �O �� ( c,nA A,v e Phone#: (o� � � $3 �_ �; 'L Email: DESIGN PROFESSIONAL INFORMATION: Name: Mailing Address: 41 iE,5-f 10410 Phone#: (- Z�j - Z'S 4 Emai1: ��.1.zbe=-ac Tp- X.Atoc,. Coo-N CONTRACTOR INFORMATION: Name: , +r w\ Q VIA s Mailing Address: ►� ��-� 3� Phone#: G�1 734- 02 / 7 Email: b4" r Lk rc er �...o V► �tct�i. aL� cow1 DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure LIAddition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: M(Other � , 5"a- • k ���c' 1 ��e( zn 1145 beak [:Will the lot be re-graded? ❑Yes No Will excess fill be removed from premises? ❑Yes [2No 1 Leda �r O Z,0 PROPERTY INFORMATION Existing use of property: lr �4 Intended use of property: } :l 44 e Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to Rthis property? ❑Yes LNNo IF YES, PROVIDE A COPY,* ❑ Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print name): CEAuthorized Agent ❑Owner Signature of Applicant: L Date: STATE OF NEW YORK) SS: COUNTY OF SUf�foL-K PA-vv(-E-L �(t 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 —Jvv%-P— , 20 Zz /✓ L� Notary Public JULIA H. HART NOTARY PUBLIC, State of New York PER""N OWNER AUTHORIZATIONNo. 01 HA4872284 Qualified in Suffolk County (Where the applicant is not the owner) Commission Expires Sept.29, -11dx7 residingat fS 4WCOCX (jN /V`J J I�SZ r1n,4-r1TUC-V do hereby authorize ��� J ` In�e`��e to apply on r the Town f Southold Building Department for approval as described herein. ,e2 �, V4-t,-" )- Owner's Signature Date 411 #IMPEY Print Owner's Name 2 OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex So& P.O.Box 1179 54375 State Route 25 � ` fi Southold,NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY Telephone: 631 765-1938 www.s outholdtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD January 11, 2022 Charles R. Cuddy, Esq. P.O. Box 1547 Riverhead, NY 11901 Re: Harbes Open Development Area: Final Plat Approval Located at 5645 Aldrich Lane, on the west side of Aldrich Lane +/- 1,300' south of Sound Avenue, in Laurel; SCTM#1000-120.-3-11.11 Zoning District: A-C Dear Mr. Cuddy: The Southold Town Planning Board adopted the following resolution at a Public Meeting held on Monday, August 10, 2020: WHEREAS, on August 25, 2009, pursuant to Southold Town Code Chapter 240 Article VIII Open Development Area, the Town Board granted the applicant the right to seek future approval of the creation of lots; and WHEREAS, this proposal is for the creation of the lots in an approved Open Development Area for an 80/60 conservation subdivision pursuant to Southold Town Code §240-26 Establishment; and WHEREAS, the Lot Creation will subdivide a 22.17-acre parcel into 4 lots, where Lots 1, 2 & 3 are 1.26-acre residential lots and Lot 4 is an 18.38-acre farm with the development rights held by Southold Town; and WHEREAS, the Planning Board granted Conditional Final Plat Approval for the Lot Creation on August 10, 2020; and WHEREAS, on October 22, 2021 the Park & Playground fee in the amount of$7,000 and the Administration Fee in the amount of$6,000 were submitted; and Harbes ODA Lot Creation Page 12 January 11, 2022 WHEREAS, on December 16, 2021, four mylars and twelve copies of the Final Plat including the approval stamp of the Suffolk County Department of Health Services and all required revisions were submitted; and WHEREAS, on January 6, 2022 a copy of the recorded covenants was submitted; and WHEREAS the Planning Board has found that the all conditions of the Conditional Final Plat Approval have been met; therefore be it RESOLVED, that the Southold Town Planning Board grants a Final Plat Approval upon the map entitled, "80!60 Conservation Subdivision Peter Harbes", prepared by Howard M "Young, Land Surveyor„ dated February 13, 2013 and last revised November 11, 2021. Upon endorsement of the Final Plat by the Chairman, the mylars and paper prints must be picked up at this office and the Final Plat filed with the Suffolk County Clerk by the applicant within 62 days of the date of Final Plat Approval, or such approval shall expire. The Final Plat approval is void if the Final Plat is revised after approval. No changes, erasures, modification(s), or revisions shall be made to any Final Plat after it has been approved by the Planning Board, and such approval has been endorsed in writing on the plat, unless the said plat is first re-submitted to the Planning Board and the Planning Board approves any modifications by resolution. In the event that any such Final Plat is filed without complying with this requirement, the same shall be considered null and void, and the Planning Board shall institute proceedings to have the Final Plat stricken from the records of the Suffolk County Clerk. If you have any questions regarding the information contained in this resolution, please contact the Planning Board Office. Respectfully„ Donald J. Wilcenski Chairman S.C.T.M. NO. DISTRICT: 1000 SECTION: 120 BLOCK: 3 LOT(S):11,22 DWELLINGSVACANT — DRAINAGE WIWELL WATER 1 150' OVER 150' 1— — — — — — — — — — — — — 0 U.P. 1Y U.P. CIL 49.8 ALDRI CL 46.0 A ED.,OF PAVEMENT S 31'42'10"E 193,34' 48 17' PROPOSED EL 47X 1 (4) RED SUNSET MAP F48 ALONG ALDRICH LANE =1 z C0 ' mi 0 c) 7- COD DO �Q 48 =) 100' cl 0 m Q- LOT 2 On LOT 3 VACANT 150' LOT I VACANT 150' (49.0) eAr8A ELEV. 47.8 11 PROPOSED 74.5' OL BROWN 0.8' 2 S1 Izo h DR LOAM WOOD FRAME.DWELUNI — SR)OP FFLBEDROOMS) BROWN (6 (52,5) BILCO EXP — SM LGAMY SAND 1-9' PRO 10� POSED WATER LINE 44.4- SAY 10'MIN T� L.P. BROWN MEDIUM 74.5' T,CONC. (49.0) WMIN SP SAND STmp PROPOSED 00 GRAVEL 2,ar'0c' 6 BEDROOM TTEM 14.3' 47"CAL S.T. 1009a. EFF.DEPTH (1)1O'0xI3'DEEP LP. NOTJ� NO WATER CTIANGWn DEC. 22, 2020 17' h�v Deg (q @wWk sc'PVW�"y;' HUK 152.7' 50— vn DRPA&TWWT0FlWA1,1 FIWR114= z 0 R AypninVAL OF CONSTRUC nQX INA& r=n T" GLE FAMU.T RIUSIDENCE Q%Y OAST HS 9W.'190—R 1—S-1.111, WELL OPOSED L N em, 'ca, POR WAXImum OF Aa'..Bpi 12 — — — — — — — — — — — — — — 0 W jq6 20' WIDE VEGETATED BUFFER COMPRISED OF A DOUBLE ROW OF 6' EVERGREEN PLANTINGS AT 10' D.C. EL 507 E 51.0 N.31°42'10"W LAND N/F OF P&E LLC 19334' REFVtS"= — —22 TOWN OF SOUTHOLD DEVELOPMENT RIGHTS REVISED 03-30-22 22.17 ACRES (VACANT) THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL ARE IELD REVISED 03-10-22 VACANT AND ORLOCA77ONS DATASHOWN OBTAINED FROMFROMFOTHERS.OBSERVA77ONS AREA:55,105.74 SQ.FT. or 1.27 ACRES 150' ELEVA77ON DATUM. UNAUTHORIZED ALTERA77ON OR AD0177ON TO THIS SURVEY IS A WOLA77ON Or SECT70N 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TU77ON LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INS77TU77ON, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE EREC770M OF FENCES, ADD177ONAL STRUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE STRUffURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY SURVEY OF:LOT 2 CERTIFIED TO: DANIEL HARBES; MAP ORPETER HARBES MAP TWO FILED:FEB. 14, 2022 No.12230 SITUATED AT:LAUREL TOWN OF:SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design P.O. Box 153 Aquebogue, New York 11931 PHONE (631)298-1588 PAX(831) 298-1588 FILE #220-190 SCALE:1"=30' DATE:DEC, 22 020 N.Y.S. LISC. NO. 050882 1 1 I 5e sso�s 1 PROPOSED SANITARY SYSTEM S j SANITARY SYSTEM FOR 6 BEDROOM HOUSE _7 1111 zz --,U_- j f 6 j 1150 GAL. SEPTIC TANK 400 S.F. SIDEWALL AREA OF LEACHING POOL (I POOL, 10' 0 x 13' DEEP) MEET ALL S.C. DEPT. OF HEALTH SERVICES REGULATIONS. FREDERICK SITE DRAINAGE: 1 SEPTIC t LEACH GREATER THAN 10' FROM STRUCTURE ROBERT FIN. FL. WEBER DRU AREA VOLUME (Required) DRAINAGE STRUCTURES VOLUME (Provided) i ' GRADE GRADE LOCKING CAST (2) 8' Dia. x 4' Dee w/ i EL +50' EL +50' IRON GRADE A. B HOUSE t PORCH 1954 sF x .166' Rain = 324.4 cf p 338 cf i CO 4"� APPROVED TO GRADER CONCRETE ARCHITECT Traffic Bearing Top EL +49.5' C DRIVEWAY 2162 sf x .144' Ram = 358.9 cf (U 8' Dia. x 9' Deep w/ 380 cf �i I7ER MINPIP. PITCH PER FT COVER Traffic Bearing Top i 4"0 APPROVED PIPE, 1/8" PER FT. O MIN. PITCH PROVIDE OF HOUSE OUT EL 41.5' `° � LIQUID � � ---- � House and Porch Roofs to have Gutters t Leaders I N� - Connected to Underground Drainage Structures (Typ.) i ` I� t BARN TO GRADE DEPTH INVERT I INVERT 8'0 Ring: 42.25 cf/Ft of Height V P BAFFLE SEPTIC iQ EL +41 i EL +46.1' O A\Q TANK O�\v C< 11'150 GAL. CONCRETE ' S � ' COYER OR � '� O �<` `r 13' MIN. NEW ' Z << 2 (COLLAR LEACHING o 1 r TRAFFIC C.I. GRA � � POOL BEARING SLAB PRECAST CONCRETE �`�\\ S0, 6110CHIMNEY_�4 _ I I DRAINAGE PIPE 0I � in TYPICAL O WW—, i DRAINAGE < I I 1 I RING "' >I I I I " 1 i cc 8'-p" I 10'_0" 1 C�7 ' I (4) "ACER RUBRUM" I 1 2 IRED SUNSET MAPLES I 3' (MIN.) TO HIGH 1 8'-O"� 1 O ��� � 1 SEASONAL GROUNDWATER I L I PLANTED 49 OC ALONG L------------------------------J �' 2' CLEAN SAND r, ----- GRAVEL FILL- TYPICAL SEC'T'ION 8 DRAINAGE RING �Q,� TEST HOLE 1-1 LOT 3 KEN WOYCHUK, L.S. VACANT / DECEMBER 22, 2020 0' EL 4-1.6' 0.8' BROWN LOAM (OL) PROPERTY OWNER: BROWN LOAMY ASPHALT TRAFFIC 2.-1' SAND (SM) ' MAP OF: PETER HARBES MAP TWO Top Coat BEARING \ c` Base GRATE \ ) Ql�,5,j / oc�, FILED: FEB. 14, 2022 NO. 12230 I PIPE TRENCH 1 \ k� oQ Ji / �� P--\ SITUATE: LAUREL BROWN MEDIUM r,. ����oo� DRAIN TO \ � Q� / s � TOWN OF SOUTHOLD DRAINAGE RING Stockpile / SAND t GRAVEL (SP) Q \ p � / TEST 2 � SUFFOLK COUNTY, NEW YORK STONEBLEND �� �� Topsoil for / HOLE c' c' Z_ Respreading \ 'O < / EL . \ _70 SURVEY INFORMATION: 0 '� I \ Following / Q �` a' KENNETH WOYCHUK I \ Construction � / 100 �F� o �Z� AQUEBOGUE, NY C 's REVISED:SURVEYED:ADECEMBER 22, 2020 CROSS SECTION � �7 I ', / � MARCH 10, 2022 TRENCH DRAIN DRIVEWAY ► \\ ��s ��! rr "A" \ �" o +0.0' = ELEVATIONS REFERENCED TO NAVD 1988 DRAWINGTITLE;\ NO WATER . � ENCOUNTERED THE WATER SUPPLY, WELLS, DRYWELLS INLET ' �O AND CESSPOOL LOCATIONS SHOWN SITE PLAN ARE DATA AND OBTAINED FROM OTHERS OR . JeLINE SCTM� 1000 LOT AREA: -120-0535.-1011.52.21 4 S.F.05EDWATye °Concreto ° \ — — I rn���O J ��`` `.� AaeBout QVo atiGh� \ PROPOSED _. -U3- - - 1 �` I 1 `''` :' :::. c^a < '� fn f6 ZONING. R40 WELL, - -r - 150' Radius °o Z .l \ YARDS: (PRINCIPAL SETBACKS) JOB: FRONT 50 O 1 0 :: SIDE (ONE): 15' DAN I-IRBES SIDE (BOTH): a5' RELOCATED FILTER CLOTH AGAINSTO Q ` ' ° �cea�ay Stoop Q�OPO _ -- ----------- REAR: 50' o RESIDENCE WOVEN WIRE FENCE W/ \ LOT COVERAGE (ALLOWED): 20% (MAX.) 2"x2"x36"' STAKES, 12' OC ALDRICH LANE DRIVEN 16" MIN. INTO Q \ �, \ , ':o-b PROPOSED HOUSE: 1434 SF GRADE, EMBED FILTER Sry. ���xs o C.O. G BEDROOM SYSTEM: 1 FRONT PORCH: 48 SF MATTITUCK. NY CLOTH 6" INTO GROUND `� 1 LOT 2 opo- -1150 GAL SEPTIC TANK, Rad`Us I REAR PORCH: 192 4 51 F TOWN OF SOUTHOLD 10'o x 3.5 EFF. DEPTH Ar,0 7 ' fD 10'o x 13' DEEP L.P. 1 TOTAL: SCM 000-120-03-11.22 O O �\ / T 8, �< LOT COVERAGE (PROPOSED): 3.5% L.P. ARCHITECT:I s YARDS: (ACCESSORY SETBACKS) FLOW N fQ O O �\ �\ / Sys I a (LOT SIZE: 40,000 TO 59,999 SF) SLOPE �1 �� ` SIDE t REAR: 15' FREDERICK R. WEBER 20' WIDE �'�so / 41 EAST MAPLE ROAD / EXP; DC 1 EXISTING CONTOUR GREENLAWN. NY IIZ40 LANDSCAPE BUFFER: ..... � O j 8 .- TWO ROWS OF �� / n$ 52 NOYAC PATH CROSS SECTION O Q ��\ 6 EVERGREENS !� 1 8 OLD CONTOUR WATER MILL, NY 11914 � PLANTED IN SILT FENCE DETAIL \`O' OC ERED ROWS \\\ 11\0 NEW CONTOUR TEL L31 '154-5555 OO / / fweberarchitectayahoo.com LAND N/F OF P8E LLC ------ TOWN OF SOUTHOLD 0 / \� SEAL: _ .. DEVELOPMENT RIGHTS 22.11 ACRES (VACANT) 0 / LOT 1 `'" VACANT ""' / NORTH o SATE F) LAN PREVENTION / / 1" = 20'-O° BUILDING �ao soLD ~ STORM WATER POLLUTION � TO CONSTRUCTION PHASING: I- INSTALL SILT FENCE. O �� 2- POUR NEW FOUNDATION AND LOWER HOUSE ONTO FOUNDATION 3- INSTALL DRAINAGE STRUCTURES AND NEW SANITARY SYSTEM � Q � ��` ��� �� 4- FRAME PORCHES AND INSTALL ROOFING MATERIAL. As r P 0 AS HOW DRAWING SCHEDULE REV.. 5- PROVIDE GUTTERS/LEADERS AND CONNNECT TO DRAINAGE STRUCTURES. �� O `� C D�1T�,:_ 1 _��B.P.# ��� DATE: JUNE 3. 2022 BUILDABLE SITE AREA: 55,105 SF, LAND DISTURBANCE: 12,000 SF �c 7 FEE: S� BY: DESCRIPTION ` NOTIFY BUILDING DEPAR WUN'T PJ Al SITE PLAN SCALE: I" 20'-O" EXISTING CONDITIONS: SITE IS MOSTLY CLEARED AGRICULTURAL LAND AND FLAT IN THE AREA OF < Additional 765-1802 9 AM TO 4 PM FCR THE A2 FOUNDATION PLAN JOB NO: w202108 CONSTRUCTION t DRIVEWAY. TOP SOIL WILL BE STRIPPED, STACKED AND RESPREAD. CLEAN `so FOLLOYVING INSPECTIONS: FILL WILL BE BROUGHT IN FOR SANITARY SYSTEM AS REQUIRED, BUT EXPECT EXCESS FILL CiCrtlfiCcation 1. FOUNDATION - T\V0 17,7`7�,I'1" Q) FROM BASEMENT EXCAVATION, SANITARY SYSTEM AND DRAINAGE STRUCTURES WILL BE REMOVED. FOR POURED CONCRETE DRAWING IST FLOOR PLAN CONSTRUCTION ENTRANCE AND STAGING WILL BE IN THE AREA OF THE PROPOSED DRIVEWAY. �IIBy BC ReC�ulred. ? POUGH - FRAMING �� Pi.�, ,.� el a A4 2ND FLOOR PLAN DRAWING NO. j. r; s�9 A5 ELEVATIONS (EAST/WEST) .:1 �.?Ul EXCAVATION/FILL "'C °` '.` :: ;'-I_LJCC+.' r+ t;)"1io[�1 A6 SECTIONS ..i HE YkC..`�� FI .i�'ENT:7 EXCAVATION FOR NEW BASEMENT/SANITARY/DRYWELLS = 500 CY BACKFILL OF PORCHES = 50 CY STATE' CONSTr!'wT:0",; P'. C' r,.<Y SI 2ND FRAMING (IST FLOOR) Al CODES. NOT E4l-Sc !-°.1 , rr,R REGRADING AROUND HOUSE t PORCHES = 100 CY € ESIGN 07.' Coll,'Q1, OF A6 FREDERICK ROBERT WEBER ARCHITECT A A6 (Existing House Width) W 32'-9" r ------ -� I to rade I F-'-"i ---------------------------- - L L-------- 04 ------,0 I 1 r----------------------------------------------------------- --------------------- I I I I I I I I I I UNEXCAVATED 1 1 w I I 1 8" 1 New 4" Thick P. Conc. I I New 8" P. Conc. 1 1 Slab w/ 6"x6" 10/10 p Found. Wall w/ (2) Its j WWF Reinf. (Above) I I Bars (Top t Bot), 3'-0"l 1 Haunch Slab Ede I I Below Grade (Min.) on I I t Support on 4' Wide I I ao Ist 20"xl0" P. Conc. Ftg., I I Foundation Ledge w/ (3) #5 Bars Hinged Alum. Grate `„ = g" �'-0" 1 L--------------------------- ---------------------------- --------------------- Bluestone ; ';, ;•� - I _ _ I Cap , ------- ------- ---------------------- I GFI I 1 v I j I --- I P. Conc. I 1 Pier (Tgp.) � � Egr ss h-"-i F . Conc. v Wirid w Areaway +i o i I I I Existing oLadder -o- I r------, j 2" Closed Cell u '- Fan I Chimney u, F_ I ------- I Spray Foam Insul., o u Coil t Flues Drain to I I I I RI3 w/ Fireproof o L 1)rywell = I i-----i Coating (TypJ �' - I 1 Note: Window Sill 1 -------x I BASEMENT r--I Gravel in to be -44" Above 1 I I 1 1 I I I 1 DRAWING TITLE: Bottom of I -------t ILL - I b I -� Gas-Fir d 1 Plas2-4" tic 28.15" — r, Bsmt. Slab (Max.) 0 1 " = FOUNDATION Areaway Boder 1 Plastic Drywell B t - ca 1 �-----� I (NDS FWAS2,4) 1 `_' I XL____J N .... .... v I �-------1 I �`+ New 4" Thick P. Conc. cv �- ;; v 1 1 1 m Slab w/ 6"x6" 10/10 I Existing Indir t I I I 1 WWF Reinf. (Above) Q1 Mechanical Wate a I 1 P.Conc I I x 9'-10" (Top of Slab o N Space a er EGRESS WINDOW DETAIL o 1 I stair I 1 w to Bottom of F.J.) X I I I I 11-01, 6 -101, 1 10, 12,_6 I I I 1 I 1 I I Hand Rail 1 I 1 p i ing W 8 AS Steel (Girder 1 I I I I ExistingW 1 8 x18 Slteel G rder I I SCOPE OF WORK: JOB: I —. 1 —1.—.—.—.—.—. .—.. 1 I —o— I — — New I I — — 1 1 i - DAN HAR13ES i Beam I ___ I 3 I/2 Steel L_ ---I I I 1 I Beam 1 I I- PROVIDE NEW POURED CONCRETE FOUNDATION WALLS AND FOOTINGS WITH REINFORCING _ RELOCATED i' I 1Pi h Sla t b I cket L J Pippe olumn on New L__ __j L----t 1/4" Pocket I I STEEL AS INDICATED ON THE FOUNDATION PLAN. I 16"o e e 6"12 30"x 0"xl5" 3 I/2 0 Steel t I I RESIDENCE _____4_ aE)ram PI pool Pipe Column on I I 2- VERIFY ALL DIMENSIONS FROM BELOW EXISTING HOUSE STRUCTURE INCLUDING CHIMNEY P. C c. Ftg. " I I lto ryw II I I g 36 x36 A I 1 BEFORE FORMING AND POURING FOUNDATION WALLS. ALDRICH LANE I 1 I Reinf. P. Conc. Hdr. w/ (3 Its Bars P. Conc. Ftg. 0 0D j I MATTITUCK NY 10" Both ays (Typ.) w/ l3) 5 Bars W8x18 I I 3- ALL NEW POURED CONCRETE SLABS SHALL HAVE VX6" 10/10 WWF REINFORCING. " Existing2x8 r---J ----- u - u I Sill �' I New 2x10 Smoke/CO Both Ways °O o (8 1/8"x5 1/4 x VII 1 4- EXISTING IST FLOOR FRAMING TO REMAIN "AS IS". REVIEW FOR DETERIORATION AND REPAIR. TOWN OF SOUTHOLD SCTM# 1000-120-03-11.15 New 2x8 SII( L J__,� 1 Pressure Treated Detector . 3, I 5- PROVIDE NEW STEEL PIPE COLUMNS AS INDICATED. -I 10" I Subframe for ---- I (2) rx5 Bars I 14 I I (Extend 18" - 1 Doors t Windows ? _ � I I 6- VERIFY CONDITION OF EXISTING STEEL GIRDER. a i i I I � �,, -- - 1 11: I ARCHITECT: Beyond Opng.) , i 1 1 UNEXCAV! 1 (TyP) 1 I N _ Lh d t 1 I Ln I 1 FREDERICK R. WEBER 1x4 Stirrups i i 1 I I I CA --__T 1 cv I 1 FOUNDATION NOTES: 41 EAST MAPLE 'ROAD a 8"oc rr—rJ L-----J I _ _J 1 1 o I- CONCRETE TO BE 3500 PSI AFTER 28 DAYS. GREENLAWN, NY 11140 '-------------, 1 N L N New 2x10 I 1 1 1 tj 4" - cv ! Lx Pressure Treated 011 1 2- ALL FOOTINGS TO BE A MINIMUM OF 3'-0" BELOW GRADE. 52 NOYAC PATH (2) 1x5 Bars 2 -0 4 -8 0 - Subframe for I WATER MILL, NY 11914 C. Doors ( Windows j 3 FOUNDATIONGWADLL TOHAVE4"�xV2C BUPL. (Extend 18" I I To r I Beyond Opng.) = New l0" P. Conc. I I s I (T ) I Found. Wall w/ (2) Its I cn yP I I (UNLESS OTHERWISE NOTED) TEL 631 '154-5555 5'-3 1/4" A d75t. xisting" S'-3 I/4" 1 1 e -u, Bars (Top t Bot) t I I fo Itair 1 1 4- ALL COLUMNS TO HAVE Ox10"A/2" B.PL. fweberarchitect gahoo.com #6 Bars, 33"oc Vert. on 1 1 Rel f. P. Conc. Hdr. Reinf. P_ Conc. Hd 1 1 (UNLESS OTHERWISE NOTED 20"xlO" P. Conc. Ftg., L---------: -:------------- --- - --: ------�--- ---------:---- --------J 1 5- STEELSHALLBE ASTM A-36 (EXCEPT SEAL: w 3) >x5 Bars PIPE COL WHICH SHALL CONFORM TO CONCRETE HEADER (TYP.) o I o L___-- _1 r---____-- T18 r-- r__----_J ASTM A53 ROUND PIPE). STEEL WORK SHALL 3/4" = I'-0" _ 1 j_ Gadder ffie �_ i �/i i r P Ladder i /I CONFORM TO THE LATEST AISC SPEC. Soil Type : SP 1 1 New Stoop I 1 Wall Thickness: 10 o I ii 6- DOUBLE ALL FLOOR JOISTS AND FRAMING UNDERWall Height: 10'-0" _� 1 8" m 6'-4"718" I t, I I UNEXCAV. <,- 1 I iI 6,_4 8 PARALLEL PARTITIONS AND AROUND ALL OPENINGS. Backfill Height: 9'-0" Max. i L__ ___ i -� i 8" I 6'-8" v 1 8"Ln 1 1 I 1 1 ________ I L________ _J I L_-___ ______-___ fr� � �. P. Conc. Conc. /.. Window Well1 New I Window Well/+ L__J L__J 6'-2" REV.: A DATE: JUNE 3. 2022 SCALE: 1/4" = I'-O" KEY: FOUNDATION FLAB JOB NO: w202108 a 0 New Foundation Wall _ _ z DRAWING NO. A2 OF A6 WINDOW SCHEDULE FREDERICK Unit Model # R.O. (Width E Height) Ap Area ROBERT WEBER ® CW135 T-4 1/8" x 3'-5 3/8" No © CX24** 5-3 1/4"x 4'-0 1/2" Yes ARCHITECT Model Numbers Refer to "Andersen" 400 Series, High Performance Low-E4 Glass, PG 50 Performance, Simulated Divided Lights, Plywd. Panels for Impact, Full Screens ** Straight-Arm Operator For Egress A A6 DOOR SCHEDULE Unit Model 4 Width t Height Front Door w/ 3'-0'x 1'-8' (Door) Sidelights t Transom (2) I'-2"x 6'-8' H ("Simpson") * Sidelights I---I 3" 6" 13'-10" 13'-10" 13'-10" 3" "Thermatru", 52105 ,_ . ~� (Basement) 3-0 x 6 8 (Door) IT W -------------------------- -------------------------- ------------------------- * Review Width w/ Stair Treads . II I I I I II II I I w I I NewI I I I � I II RC II O II II — II II I I 10'-0 I I I I I I Existing 2'-8" 6'-2" 2'-4" 1111 C56 BOW. (5) 6' Hgt. I I I I Existing Existing Existin C35 Door CW13 GENERAL NOTES: I I \o W.P. THE HOUSE IS AN EXISTING STRUCTURE WITH A "CERTIFICATE OF OCCUPANCY" 41-81, WHICH HAS BEEN MOVED FROM ANOTHER LOCATION IN THE TOWN OF SOUTHOLD. �I 0 32 A NEW FOUNDATION AND SUPPORTING STRUCTURE WILL BE CONSTRUCTED M Existing ON THE SITE CONFORMING TO THE 2020 RESIDENTIAL CODE OF NEW YORK E sti g STATE. HOWEVER THE EXISTING STRUCTURE WILL REMAIN "AS IS" AND NO (2) MUDR00M CERTIFICATION IS MADE AS TO ITS STRUCTURAL INTEGRITY OR CONFORMANCE 24 � 24" POWDE TO THE ENERGY CONSERVATION CONSTRUCTION CODE. ALL NEW FRAMING WORK INCLUDING NEW PORCHES, MINOR RENOVATIONS AND WINDOW/DOOR 6' 15 -2 4 12'-II 4" I -II 4 8 -5 '� 6" 3'-I" 6° REPLACEMENT WILL CONFORM TO REQUIRED CODES. WHERE RENOVATION Existing WORK OCCURS AND POSSIBILITIES EXIST TO UPGRADE THE STRUCTURE THEY WILL BE UNDERTAKEN INCLUDING STRAPPING AND INSULATION. BEDROOM I Existing LIVING RO M _ O NEW WINDOWS TO BE "ANDERSEN" 400 SERIES WITH A MINIMUM PG50 RATING DRAWING TITLE: Guard and Smoke �+ AND LOW-E4 GLASS WITH ARGON. Rail Rail Detector ---- (Tgp.) �, I _ O NEW EXTERIOR WINDOWS SHALL HAVE PROTECTION FOR WIND-BORNE DEBRIS IST FLOOR 3'-3" 5'-6" T-11" 4" 3'-2" ' -- e --- CONSISTING OF WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS `ao = `r �^ i I OF 1114" AND A MAXIMUM SPAN OF 8'. ATTACHMENTS SHALL BE 2 1/2" ! I1J U O - u8 WOOD SCREWS, 10 OC FOR SPANS UP TO 4' AND 12" OC FOR SPANS I'-9" _3'-O" 1'-9" OR ALTERNATE THREADED ANCHORING DEVICES. 2� 30" R f.j Existin r --�-, o i KITCHEN " I IF NEW ROOF SHINGLES ARE INSTALLED, RIDGE STRAPPING SHALL BE Areawa d- I Fi DWI PROVIDED AND ROOF SHINGLES SHALL BE HIGH WIND NAILING, 130 MPH. r, Smoke/CO All Other Spa es- 2' 01' 3'-10" 3'-O" 3'-4" '�-J New--.-,, IF NEW SIDING IS INSTALLED, PROVIDE WALL STRAPPING WHERE POSSIBLE. Detector Existing Electri al Window JOB. o �,� 11'-8" q„ 3O"2" I New i j Sink ® � DAN H,�4RBES Lu Existing -----------` ___ � � ' Island L'° __J RELOCATED BATH I ---------- --- ---- --------- RESIDENCE ' 00 Remove I Ln Cabinets I ALDRICH LANE � i Remov 1 MATTITUCK. NY 0 0 ``' t Sink L- i Existin Door ----____-- _ cFi `�� i SCTM1t 1000-120-03-11.15 OF L ----------- 301, - - - _ Dooring 24co 1 ARCHITECT: Ln New Stoop 15'-2" q" 2'- 424 1'-3" 4" 4" 14'-3" 6" FREDERICK R. WEBER t Steps 41 EAST MAPLE-ROAD Existing `r Existing �+ Existing -� GREENLAWN. NY II'140 SITTING ' DINING ROO 52 NOYAC PATH o FOYER a - WATER MILL. NY 1191,. 24" _ m 4'-8" 3'-2" 8'-1" 3'- �/ �, 2'-6., 8._1., x N i TEL L31 154-5555 1 0 3 -2 W 0 v fweberarchitectagahoo.com 1 --------- ---- SEAL: New I Do7r1j.------------ Existing New Existing45-C35-20 I L COVERE STOOP i i 45-C35-20 I E � ia ------ `14 Steps KEY: Existing Frame Wall Existing Wall Removed REV.: A6 New Frame Wali DATE: JUNE 3. 2022 SCALE: 1/4" _' 1'-0" IST FLOOR PLAN JOB NO: w202IOS 1/411 _ 1,-0�� z DRAWING NO. A 3 OF A8 WINDOW SCHEDULE FREDERICK Unit Model # R.O. (Width E Height) Area r g Egres ROBERT WEBER ® CW135 T-4 1/8" x V-5 3/8" No © CX24 5-3 1/4"x 4'-0 1/2" Yes ARCHITECT Model Numbers Refer to "Andersen" 400 Series, High Performance Low-E4 Glass, PG 50 Performance, Simulated Divided Lights, Plywd. Panels for Impact, Full Screens ** Straight-Arm Operator For Egress A� DOOR SCHEDULE � Unit Model Width I Height 0 Front Door w/ 3'-0'x 6'-8' (Door) Sidelights t Transom (2) I'-2"x 6'-8" ("Simpson") * Sidelights I--I O "Th m S2105 (Basement) Y-O' x 6'-8' (Door) W ..... ---------- * Review Width w/ Stair Treads --------------------------------------------------------.==-------------------------- : --------------------- I I . II II II II II II II II I I II : New Porch Roof II " I I Existing Existing Existing I C35 C45 BOW, :(4) 5' Hgt. C35 II ' ' GENERAL NOTES: I I New L.C. Copper Roof New L.C. Copper Roof I I THE HOUSE IS AN EXISTING STRUCTURE WITH A "CERTIFICATE OF OCCUPANCY" WHICH HAS BEEN MOVED FROM ANOTHER LOCATION IN THE TOWN OF SOUTHOLD. �1 A NEW FOUNDATION AND SUPPORTING STRUCTURE WILL BE CONSTRUCTED �y I ON THE SITE CONFORMING TO THE 2020 RESIDENTIAL CODE OF NEW YORK o i 2, STATE. HOWEVER THE EXISTING STRUCTURE WILL REMAIN "AS IS" AND NO I--I CERTIFICATION IS MADE AS TO ITS STRUCTURAL INTEGRITY OR CONFORMANCE I TO THE ENERGY CONSERVATION CONSTRUCTION CODE. ALL NEW FRAMING WORK INCLUDING NEW PORCHES, MINOR RENOVATIONS AND WINDOW/DOOR REPLACEMENT WILL CONFORM TO REQUIRED CODES. WHERE RENOVATION Ex 30" EM WORK OCCURS AND POSSIBILITIES EXIST TO UPGRADE THE STRUCTURE THEY WILL BE UNDERTAKEN INCLUDING STRAPPING AND INSULATION. 3 ' DRAWING TITLE: Ex 30" z NEW WINDOWS TO BE "ANDERSEN" 400 SERIES WITH A MINIMUM PG50 RATING Existing AND LOW-E4 GLASS WITH ARGON. . �+ I Electrical NEW EXTERIOR WINDOWS SHALL HAVE PROTECTION FOR WIND-BORNE DEBRIS 2N0 FLOOR rnM to Remain ❑ CONSISTING OF WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS '0" 4" : II'-10" 4" 19'-2" 6" OF 1/16" AND A MAXIMUM SPAN OF 8'. ATTACHMENTS SHALL BE 2 1/2" u8 WOOD SCREWS, 16" OC FOR SPANS UP TO 6' AND 12" OC FOR SPANS w U _ i o OR ALTERNATE THREADED ANCHORING DEVICES. Existing I Ex Existrn.g Existing BEDROOM i 36" BEDROOM 3 BEDROOM 4 °- IF NEW ROOF SHINGLES ARE INSTALLED, RIDGE STRAPPING SHALL BE i PROVIDED AND ROOF SHINGLES SHALL BE HIGH WIND NAILING, 130 MPH. E� Ex IF NEW SIDING IS INSTALLED, PROVIDE WALL STRAPPING WHERE POSSIBLE. CIS. 36" JOB: Smoke I Line of Existing Ridge 0,4N Hr4RBES O Detector _ - ------------ - -- ------------------ - p (Typ.) Q -------- Ex Ex 30 3o RESIDENCE RELOCATED Relocate O `r Existing Ex W.C. Ex DetectorSmoke/CHALL 30" rn ALDRICH LANE 30" o MATTITUCK. NY EX1s Smoke X ( ;r TOWN OF SOUTHOLD Ex Detector W U SCTM# 1000-120-03-11.15 30" :- - - - Q (Tgp.) is —lu- 6'-8" 4" 10'-10" M Removes 4" 5'-10" ARCHITECT: Existing Existing Flat 0g. Existing' Ln Expand LAUNDRY 9161-10" AFF} Skylight' bower FREDERICK R. WEBER i eiiove\Step 41 EAST MAPLE -ROAD ----------- Line of CI Bredk - - - J ---- --- --- -- -- ---- 9 ---- ---- - - --- Exist D Front Ex �� , - `� Ex GREENLAWN. NY 111140 Load CL ��- CL 52 NOYAC PATH WATER MILL. NY 119'IL UPPERFO ER I o 5'X10" Above Countertop i TEL L31 154-5555 I o fweberarchitectmyahoo.com I i � SEAL: Existing I I I I Exiting F, , C24 I I I I C2.4 , Bay Belowy LI New P rch Roof j j - Blow2'-0" 2'-0" 2 -0 2 -0 j 4`8" 6'-6" 21'-8" 6'-6" 4'-8" Existing Dormer Existing Dormer 44'-0" KEY: Existing Frame Wall Existing Wall Removed REV.: A A6 - New Frame Wall DATE: JUNE 3. 2022 2ND F F) A I SCALE: 1/4" 1'-0" JOB NO: w2021OS 1/4„ = 1�_�,I o DRAWING NO. A4 OF A8 Existing Brick Chimney FREDERICK ROBERT li -_ r WEBER 1 1 12 _=i t 2 Remove 1 Ex iiSkylight II1 II Existing Gambrel Roof Break --- ------ ----T-------------=----------------- - --------- - --------- -------------------- -------------------, ---------- I � - - - - - - -Sm - - - - - - - - - - - - - 1 � I - - - - - - - - - - - -r,- - - - - - - � - - - - - „ - - - - - - - - - - - - - - - - - - � 7 ARCHITECT I I1 I I I Re-R:oF Existing House I I !....................... i 1 I .............................I.I.. ... 9 ....... I.l....... 1 1 1 I I 1 1 w/"Asph'a(t' Shingles, 1 1 .. )..I I 11 I (High Wind Nailing)xi tin21'-8in ow "NuCedar" Siding I I 14 -8A5 (5” Exposure)12 I I I I I l 12 New T e 1 1 11 I j 18 Covered .. ........................ . !.I................... I - 1 I {.................:.. I .... . 5 too I.............. . ................ .. - 11 I I \ P 1 1 m . .i..................:. i. �. I..I New Porch 1 1 11 I 1 I I I \ 1 R I I cv Roof - LL----- -------------------------+------- --------'�---------- p�___-_aQ��= _------ __-----------�_ _- -____ - _-----y4---- w_171 Existing-Doriner Width,±)1�- n ��--- --------- —rr-------------- ------------------------- � ------------------- I - - ------Tnl -T - -- - -- ---------------------- ----- ----- -----\ ---- o=-=a-_ ------------d -__ I I I U Porch Column, I................................................... . . .................. . .................. . ......................................!.. ............... 1 , I Enclose 6x6 Pressure Treated i I I 1 xi tin 1;xi tin I I I I I I I I I P i I � i I I I I I N ront I I I xi tin Post m Tapered I I Exists Square "Versatex" I I I i\ ow in w i xi ti g I I I I a o s I I I D r t Sideli h 1 1 I a ow Trim (Typ.), Strap to I I I m o Header t Anchor Bolt I I I I 1 1 1 I I I I I "NuCedar" Sidin Post Base to Foundation 1 1 1 I I I 1 g I I I I i I I 1 1 (5" Exposure) r I II I I I II I II I I I Guard Rail � 3' Hgt. (Min.) � Hand I I I I I I O I I ILi I I —New Bluestone 1 ---- -- --- Rail I Porch Floor �______ - _____=====1 _____________________________ _____ 1=1 ------ 1 I 1 I I I I I I I I I 1 I I I I I i I I I I r---=i�:rr=-—_ I I r----, r----� P. Conc. Stair r-------� I �r= r=� r T-�� 11 I I I I II �r=T=� r=� _ II 1 1 I _ I I IIII I 111111 I 1111 1 I 1 I III 1111 I I I I I I I t Areaway ��------ i I I I I IIL_J _JII:IIL_J Jjl I I I New Areaway w/ 1 1 I I I IL_1_JII IIL_1_JI1 I I I I 8 II 8' I I-8 I I 5 4 5 10 6 -3 ------- I I I I I j I I II I I I I I I I I I I `_ _ I I I I r I I 11�:r11 I©11j I I Bg estoneCa Windows,on L--' II III }� Ij 1 I I I a 1 1 I I 1 1 1 I I 1 I ------- I I I 11111 I 111:111 I 111 I I I Wall w/ne e p I 11111 : I 111:111 IvIII I I I I L-J I I I , (14) Trete 10 11 INewl` I I I I I 1 r-------� I I II r-T-�1 : IF-T-1 II I 9 I II f-T-II: I�-T-111 I I I (15) Risers �a' � 1/2' I 1-Dogr `L I I I I � 11111 I 111:111 I III II I Grate I1 I:I 11 I v� 2 I I I 1 I I L------_a I I I 117= TIL---JI 1 1 I II IL,_1_JI. IL_1_JI 11 I I I I LO _ J--L-J--J�I J I I I I 1 i I ------- I I r------------ I I I--;---- -----1 r------- 11 L _ _ _ J I1 I I 1 1 L-______J I I I I I I I I I I I I I I i i I I 1 I I I I I I I I I I I I I I I I I `-•, --------- 1I L_---- �-----------------------.rt = ==—=-I----------+---------J 1 I -L----- I I I I I I I I I �JV ____,7_L_____________________-- -I---------_--__T___________I________ tri __— L_____��__________��T_________—_______—___—_—_—_—___________ J 1 L-- ----L------ -- -- ----------\ 1 ---i L--J �- --------- ----- -, DropFooting a Lr_1-----1--J----------- -J----------------------------------------1- - ---------L--1--------1 _ Basement Areaway-1- r ,l L___j SOUTH ELEVATION- 11/4 EAST ELEVATION Existing DRAWING TITLE: Brick Chimney of House ELEVATIONS of Window? I I Re-Roof Existing House I I ® I I w/ Asphalt Shingles, � f j (High Wind Nailing) I I 16" 14'_2„ �„ 11'_1017 4" 2'-0" ---------- - -----------------=---------- ----- - ------ -- I ---------- -------------------- ,- --------- ----- -- --------. .. .. .. I � T---------------------- ------------ ---------- --- ---------------------- r 11 JOB: ........... �. 1..i............I..I ..........I.1............ I...........I.I.......... . I ' DAN HARBES ............. RELOCATED I I E in 1 j ' I I I I I 1 1 1 RESIDENCE I I xi tin I I Exi tin5' all I I I Exi tin I I r ' w I mow. I I o ow I I I mow ALDRICH LANE I i "NuCedar" Siding 1 I I I I I I (5" Exposure) 12 l j L.C. Crdpper I 1 1 I 1 MATTITUCK. NY I I I i I I SIII a �llrndows TOWN OF 5OUTHOLD L 1. I TM# 1000-112-01-? 11................ ................. I.I.......... 1...........1.1........ .........i...............r- SC - ----------- I I New Porch I I 1 1 I I I New Asphalt Shingle I I I r ----------ll-- ------------- --------- -- -------------�� Roof k�--- I��®__a®--=____---_____-_.�I�__---------- -_________�-__�I.�r-=Nai�n_w% High Wi -c=-=___ii---1� ARCHITECT: In IT____—— — — I T______________ —______________________ _____ ______—______- �_ ___—_______`` n I ——————___—_—_—_____________ __—__—_________—_—_—_——__——______ I ——————————————————————— FREDERICK R. WEBER J I. . r� �.-, >..... . 1.. Porch Column. ......... ...... -----. ........... " 41 EA5T MAPLE ROAD I I � I Post Ca III GREENLAWN. NY•11140 I I Enclose 6x6 I P I I 1 1_ _ 1 New I 1 I Pressure Treated I i 1 I 1II 'E<15t, I - A, Window I I Post in Tapered I xi t "NuCedar" Siding I Exi tin III 52 NOYAC PATH I n i -i 1 kemPve_j I I I I I Square "Versatex" I *21L (5 Exposure) Ezci ti g I New Porch Column. WATER MILL. NY 11914 i t oa I Coa I �: I I I Trim (T ) Strap to I �� I I Exi tin U1_ ow, I l I I 1 � I I Existing yP P I Enclose 6x6 L - L - J I I ChimneyI I I Header t Anchor Bolt I I I o ow Pressure Treated I 11 I I I r _ _ - I I I I I Post Base to Foundation 1 1 11 Post in Tapered 1 11 TEL 1731 154-5555 I I 61_01, I I I I I I I 1 I I I I I I[Lij Square "Versatex" III Pweberarchitect8gahoo.eom Trim YTyp.) 111 HIHilIII Ix6 Post III SEAL: I I I I Bluestone I I I I I I III Porch Floor ----------_---- - Bluestone Porch- ----------_- Base 1 1 ------ ------------- ---------- ---- -- - - -- --____ -- ---------- - - ____________________________ ------------------------------=-------- -------- ------------ 31 I I ---------------- L------ ---�5tone_Veneer on PorcTi �laTls Above G-rR V' 5toops75teps-------------------------------r= i 1 I � I I I � � I I I I I � � �• dj�� � �� I I I I II I -I ---- 1--------------J ---------------------------------------------- II I I I New I I I 11Lr1� I rL r � T ---------------- .. :..:.... I I Chimney 1 I I I �- -J I L,-+-----I----------------J---------------------------------------------------------- - --- J I I Base I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I REV.: I I I I I I I I I I I I I L------------------------------ ---------a-------- - -----i--�---------r_T___-_ _-- ,�L, r_J rl L___________________________________________________________________________________J I DATE: JURE 3. 2022 L'I'------------------------------- •-T-4 ti L__J I I �---J I L----------- L_____________J L______— _______________________________ sCALE: 1/4' = I'-O" JOB NO: w201512 NORTH ELEVATION JEST ELEVATION- DRAWING NO. 1/141 = 1'-0" OF A8 SIMPSON LSTA - 20 GAGE RIDGE STRAP - ALL ROOF RAFTERS 2 x 6 TIE a EACH RAFTER ICE SHIELD UNDERLAYMENT REQUIRED - 24" FROM EDGE FREDERICK ROBERT HURRICANE CLIP WEBER TYPICAL. ALTERNATE POSITION OF HURRICANE CLIP USE SIMPSON H3 ARCHITECT SIMPSON H2 HURRICANE CLIP NAILED. FROM PROVIDE 8d COMMON MST31 METAL STRAP RAFTER TO STUD. - NAILS a 4" O.C. AT a ALL JACK POSTS TYPICAL ALL RAFTERS EXTERIOR EDGE OF ALL w/ 4 - 8d NAILS 5 - 8d NAILS EACH END SHEATHING. EACH END - TYP. SHEATHING TO LAP TOP WALL PLATES APA RATED PLYWOOD TO EXTEND TO TOP OF TOP PLATE. 4 - 8d NAILS MST31 METAL STRAP TYPICAL e JACK POST MST21 8 STUDS W w/ 4 - Sd NAILS 848" O.C. F-� EACH END - TYP. - 1 1/2 W DE - 12 GAGE -- METAL STRAP 832" OC. FLOOR JOIST MAXIMUM. r DOUBLE TOP PLYWOOD SHEATHING PLATE TO OVER LAP BOX HEADER 2 x 6 816" O.C. BEAM - TOP + BOTTOM. STUDS SIMPSON MTSA 18-Z W/ (6) Sd NAILS TOP t NOTE : BOTTOM 8 32" O.C. PROVIDE FOUNDATION STRAPPING . /—SIDI G t VINYL PROVIDE PROVIDE OTHER STRAPPING WHERE ELEVATION � G STRAPPINIG RENOVATION WORK ALLOWS. Mw SIMP50N MTSA 18-Z W/ I--�-•I o�(6) 8d NAILS TOP E BOTTOM a 32" O.C. SIMPSON LTP4-Z W/ SIMPSON LTP4-Z W/ (6) 8d NAILS TOP t (6) 8d NAILS TOP t BOTTOM e 32" O.C. FLOOR JOIST BOTTOM a 32" O.C. /—NAIL SHEATHING TO SILL PLATE 8d NAILS 8 4" O.C. ' • ' ' ` ` ���` •,:, TOP OF FOUNDATION (SHEATHING TO LAP SILL PLATE)2 5 REBAR SILL (EXISTING) COPPER TERMITE SHIELD (I) 2 x 8 (I) 2x 8SIL L R (NE ) . DRAWING N TITLE: E:w/ SILL SEAL (TYP.) �.4 (PRESSURE TREATED) E ) D f.,• STI F ?1• SEE FOUNDATION N DW G. C ONS FOR I 0 DE /REI F R N N 0 I SG N C G .l•. .�. :ti.. 5/8" x 16" A.B. a32" OC. w/ 2"x2"x3/16" WASHER. SECTION S(HOT NLDESSESTEEL)V OR 12 HOLD DOWN + SHEAR CONNECTION CRITICAL PATH ISOLATE WASHER FROM 12 SILL PL W/ FELT STRIP Existin JOB: 31/4 gg ��.� 2x6 RR„ 16" oc DAN HARBES Existing 2x8 RR„ 16" oc RELOCATED RESIDENCE Existing 2x6 C.J., 16" oc ALDRICH LANE MATTITUCK. NY \` TOWN 0 - 12001- 5CTM# 1000 ? Exrstrngg 5'-8 1/ 8'-3 1/ ��� Window/ 2x6 RR„ 16" oc Door Hgt. 12 ARCHITECT: -W Existing -,;, L.0 Copper 3 FREDERICK R. WEBER 12 "FI rng' I4' 0" O ��� Sill a5 Hgt. Gable 2ND FLOOR Window 2x8 RR, 16"oc 41 EAST MAPLE ROAD 8 [�7Ridge Strap 2x10 Ridge �� 2x8 CJ, 16"oc GREENLAWN, NY 11140 " oc 2x8 R•Hurricane O 2x10 F J I \ ` _ Porch i Existing �� ROOF Strap all 52 NOYAC PATH 2x6 C.T., 16" o Straps = ., 6 oc ,(2) 2x8 Rafters to WATER MILL, NY 119'14 Header - TEL 431 154-5555 --'- p ---- fimeberarchitect6gahoo.com (3) II 1/8" LVL (3) II 1/8" LVL Header Header SEAL: K F1_ II II II _ , I I I I 'oo ; Existing Existing Wall New New I I I I I oa t Insul. Column IST FLOOR PORCH I I I I I v Existing 2x12 FJ., 16" oc Metl Wall Flashing u, Between Slab & Wall Ln ------------------- -----, •�• •�• °i° I•a \. -Spray Foam Insul. `� Q' 6" F.G. Batts Existing 2x8 Sillin lU8xl8 RI9 (81/8"A I/4"x 5/16" New Pressure Treated . `Jr. Copper Termite Box Sill 2x8 Sill w/ 5/8"0 x ; Shield/ Sill Seal 16 A.B., 32" oc New 10" P. Conc. ' Found. Wall w/ (2) 45 :i Bars (Top ( Bot) t ' ' tt6 Bars, 33"oc Vert. on ; REV.: 20"x10" P. Conc. Ftg., p w/ (3) * Bars ' DATE: JUNE 3. 2022 - New 5CALE: 1/4" 2" Closed Cell BASEMENT G'-Spray Foam Insul., JOB NO: w201512 R13 w/ Fireproof r NEW SECTION 'i Coating (Typ.) P. '� '-w/w6'x(.", 10/10Conc. WWF ' DRAWING NO. FRONT PORCH. t' • 1/411 - I,_0,. L--- 32'-0" Addition A6 Existing SECTION AA OF A8 FREDERICK ROBERT WEBER ARCHITECT A r ., A6 rwl V W F—I 6x6 Pressure Treated T n Post, Bolt to Found., �/1 Strap to Header, (Typ.) 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