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TR-10686
Glenn Goldsmith, President `�®g s®�/�� Town Hall Annex 54375 Route 25 A. Nicholas Krupski,Vice President ®Vv ®�® P.O. Box 1179 Eric Sepenoski i Southold, New York 11971 Liz Gillooly Telephone(631) 765-1892 Elizabeth Peeples • a® Fax(631) 765-6641 coumi BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE #2245 C Date: May 21, 2025 THIS CERTIFIES that the demolition of the existing dwelling(project meets Town Code definition of Demolition) and the construction of a two-story dwelling on a new foundation with a 1 100sq ft first floor and 746sq ft second floor,203sq ft second story balcony,23sg ft front stoop, and basement entry: installation of gutters to leaders to drywells• installation of an VA OWTS system; installation of a generator,A/C units; 8 5'x4 5' outdoor shower-,maintenance of all trees on site; establishment and perpetual maintenance of the area seaward of the dwelling as a non-turf buffer area with a pervious access path to the water not to exceed 4' in width; planting three(3)native hardwood trees on the seaward side of the house along with an additional two(2)native hardwood trees elsewhere on the property; and the removal of landscape fabric on the seaward side of the house to benefit the maintenance of the non-turf buffer, At 775 Mill Creek Drive, Southold Suffolk County Tax Map#1000-135-3-35.1 Conforms to the application for a Trustees Permit heretofore filed in this office Dated September 13, 2024 pursuant to which Trustees Wetland Permit#10686 Dated December 18, 2024,was issued and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the demolition of the existing dwelling(project meets Town Code definition of Demolition) and the construction of a two-story dwelling on a new foundation with a 1 100sq ft first floor and 746sy ft second floor, 203sq ft second story balcony,23sa.ft. front stood and basement entry; installation of gutters to leaders to drywells• installation of an I/A OWTS system; installation of a generator,A/C units-,-8 5'x4 5' outdoor shower; maintenance of all trees on site; establishment and perpetual maintenance of the area seaward of the dwelling as a non-turf buffer area with a pervious access path to the water not to exceed 4' in width; planting three(3) native hardwood trees on the seaward side of the house along with an additional two(2)native hardwood trees elsewhere on the property and the removal of landscape fabric on the seaward side of the house to benefit the maintenance of the non-turf buffer. The certificate is issued to JOSEPH KADILLAK owner of the aforesaid property. P -/ Glenn Goldsmith, President �e®F S®U�� Town Hall Annex A.Nicholas Krupski,Vice President ®� ®�® 54375 Route 25 P.O. Box 1179 Eric Sepenoski d 'B } Southold, New York 11971 Liz Gillooly Telephone(631) 765-1892 Elizabeth Peeples Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD - SOUTHOLD TOWN BOARD OF TRUSTEES YOU ARE REQUIRED TO CONTACT THE OFFICE OF THE BOARD OF TRUSTEES 72 HOURS PRIOR TO COMMENCEMENT OF THE ACTIVITIES CHECKED OFF BELOW INSPECTION SCHEDULE Pre-construction, hay bale line/silt boom/silt curtain 1st day of construction Y2 constructed When project complete, call for compliance inspection; Glenn Goldsmith,President O�o cot FF0(,�-C A.Nicholas Krupski,Vice President OG' Town Hall Annex y Eric Sepenoski 54375 Route 25 o � Liz Gillooly `r; P.O.Box 1179 Elizabeth Peeples �,y • �� Southold,NY 11971 Telephone(631)765-1892 Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD TO: Stephen Affelt on'behalf of Joseph Kaillak --- P-lease�e._advis�cL at your application dated September 13 2024 reviewed by this Board at the regular meeting_of Decem er 18-2p24-- -- has been application has been approved pending the completion of the following items the ed off .below. Revised Plans for proposed project Pre-Construction Hay Bale Line Inspection Fee ($50.00) 111 Day of Construction ($50.00) %Constructed ($50.00) X Final Inspection Fee ($50.00) Dock Fees ($3.00 per sq. ft.) X The Permittee is required to provide evidence that the non-tun`buffer condition of the Trustee permit'has.been recorded with the Suffolk County Clerk's Office as a notice covenant and deed restriction to the deed of the subject parcel. Such evidence shall be provided within ninety (90) calendar days of issuance of this permit. Permit fees are now due. Please make check or money order payable to Town of Southold. The fee is computed below according to the schedule of rates as set forth in Chapter 275 of the Southold Town Code. The following fee must be paid within 90 days or re-application fees will be necessary. You will receive your permit upon completion of the above. COMPUTATION OF PERMIT FEES: Final Inspection Fee = $50.00 a. TOTAL FEES DUE: $ 50.00 BY: Glenn Goldsmith, President Board of Trustees _ Glenn Goldsmith, President *OF S®(/r� Town Hall Annex A. Nicholas Krupski,Vice President ®� ®�® 54375 Route 25 P.O. Box 1179 Liz Gillllool Eric S ki 1 Southold,New York 11971 ool y eas Elizabeth Peeples Telephone(631) 765-1892 Fax(631) 765-6641 MUNTY,�� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD December 19, 2024 Steven Affelt PO Box 762 Great River, NY 11739 RE: JOSEPH KADILLAK 775 MILL CREEK DRIVE, SOUTHOLD SCTM# 1000-135-3-35.1 Dear Mr. Affelt: The Board of Town Trustees took the following action during its regular meeting held on Wednesday, December 18, 2024 regarding the above matter: WHEREAS, Steven Affelt on behalf of JOSEPH KADILLAK applied to the Southold Town Trustees for a permit under the provisions of Chapter 275 of the Southold Town Code, the Wetland Ordinance of the Town of Southold, application dated September 13, 2024, and, WHEREAS, said application was referred to the Southold Town Conservation Advisory Council and to the Local Waterfront Revitalization Program Coordinator for their findings and recommendations, and, WHEREAS, the LWRP Coordinator issued a recommendation that the application be found Consistent with the Local Waterfront Revitalization Program policy standards, and, WHEREAS, a Public Hearing was held by the Town Trustees with respect to said application on December 18, 2024, at which time all interested persons were given an opportunity to be heard, and, WHEREAS, the Board members have personally viewed and are familiar with the premises in question and the surrounding area, and, WHEREAS, the Board has considered all the testimony and documentation submitted concerning this application, and, WHEREAS, the proposal complies with the standards set forth in Chapter 275 of the Southold Town Code, 2 WHEREAS, the Board has determined that the project as proposed will not affect the health, safety and general welfare of the people of the town, NOW THEREFORE BE IT, RESOLVED, that the Board of Trustees have found the application to be Consistent with the Local Waterfront Revitalization Program, and, RESOLVED, that the Board of Trustees APPROVE the application of JOSEPH KADILLAK for the as-built demolition of the existing dwelling (project meets Town Code definition of Demolition), and the construction of a two-story dwelling on a new foundation with a 1,100sq.ft. first floor and 746sq.ft. second floor, 203sq.ft. second story balcony, 23sq.ft. front stoop, and basement entry; install gutters to leaders to drywells; permitted installation of an I/A OWTS system; install a generator, A/C units; existing permitted 8.5'x4.5' outdoor shower; maintain all trees on site, if the need arises to remove a tree, apply to the Trustees office for a tree letter; and to establish and perpetually maintain the area seaward of the dwelling as a non-turf buffer area with a pervious access path to the water not to exceed 4' in width; with the condition of planting three (3) native hardwood trees on the seaward side of the house along with an additional two (2) native hardwood trees elsewhere on the property; and to remove landscape fabric on the seaward side of the house to benefit the maintenance of the non-turf buffer; all as depicted on the site plan prepared by Steve Affelt Architect, received on September 13, 2024, and stamped approved on December 18, 2024. Permit to construct and complete project will expire three years from the date the permit is signed. Fees must be paid, if applicable, and permit issued within six months of the date of this notification. Inspections are required at a fee of$50.00 per inspection. (See attached schedule.) Fees: $50.00 Very Yuly yours, m d Glenn Goldsmith President, Board of Trustees r k j • ••'auaexeet�;q �. �. (Jas!� BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD, NEW YORK 1�{~ PERMIT NO. 10686 DATE: DECEMBER 18,2024 ` a AS ISSUED TO: JOSEPH KADILLAK PROPERTY ADDRESS: 775 MILL CREEK DRIVE, SOUTHOLD SCTM# 1000-135-3-35.1 ` AUTHORIZATION q Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on November 13,2024, $ and in consideration of application fee in the sum of$2,500.00 paid by Joseph Kadillak and subject to the 1 Terms and Conditions as stated in the Resolution,the Southold Town Board of Trustees authorizes and permits the following: Wetland Permit for the as-built demolition of the existing dwelling(project meets Town Code definition of Demolition),and the construction of a two-story dwelling on a new foundation with a 1,100sq.ft. first floor and 746sq.ft.second floor,203sq.ft.second story balcony,23sq.ft. front stoop,and basement entry; install gutters to leaders to drywells; permitted installation of an I/A OWTS system; install a generator,A/C units; existing permitted 8.5'x4.5' outdoor shower; maintain all trees on site,if the need arises to remove a tree,apply to the Trustees r. office for a tree letter; and to establish and perpetually maintain the area seaward of the dwelling as a non-turf buffer area with a pervious access path to the water not to exceed 4' in width;with the condition of planting three(3) native hardwood trees on the seaward side of the �� y . house along with an additional two (2) native hardwood trees elsewhere on the property; and to remove landscape fabric on the seaward side of the house to benefit the maintenance of the " $ non-turf buffer; all as depicted on the site plan prepared by Steve Affelt Architect, received on `• September 13,2024,and stamped approved on December 18,2024. IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, •• %i` ' and these presents to be subscribed by a majority of the said Board as of the day and year written above. e. GO ( fStCi•'s -X.i'k'xw"!Y.4a4?> 2ffiY 2b5 iY' r iL L�e1Yt�i+k7vYCSlid3-i,�C514W"Ya�1ae �'i4'l/3'd1f1RS. 'S YS'Y23P&f13.J0S ' TERMS AND CONDITIONS The Permittee Joseph Kadillak 775 Mill Creek Drive Southold New York as part of the consideration for the issuance of the Permit does understand and prescribe to the following: 1. That the said Board of Trustees and the Town of Southold are released from any and all damages, or claims for damages, of suits arising directly or indirectly as a result of any operation performed pursuant to this permit,and the said Permittee will,at his or her own expense, defend any and all such suits initiated by third parties, and the said Permittee assumes full liability with respect thereto,to the complete exclusion of the Board of Trustees of the Town of Southold. 2. That this Permit is valid for a period of 36 months,which is considered to be the estimated time required to complete the work involved, but should circumstances warrant, request for an extension may be made to the Board at a later date. 3. That this Permit should be retained indefinitely, or as long as the said Permittee wishes to maintain the structure or project involved,to provide evidence to anyone concerned that authorization was originally obtained. 4. That the work involved will be subject to the inspection and approval of the Board or its agents, and non-compliance with the provisions of the originating application may be cause for revocation of this Permit by resolution of the said Board. 5. That there will be no unreasonable interference with navigation as a result of the work herein authorized. 6. That there shall be no interference with the right of the public to pass and repass along the beach between high and low water marks. 7. That if future operations of the Town of Southold require the removal and/or alterations in the location of the work herein authorized, or if, in the opinion of the Board of Trustees,the work shall cause unreasonable obstruction to free navigation,the said Permittee will be required, upon due notice,to remove or alter this work project herein stated without expenses to the Town of Southold. 8. The Permittee is required to provide evidence that a copy of this Trustee permit has been recorded with the Suffolk County Clerk's Office as a notice covenant and deed restriction to the deed of the subject parcel. Such evidence shall be provided within ninety(90)calendar days of issuance of this permit. 9. That the said Board will be notified by the Permittee of the completion of the work authorized. 10. That the Permittee will obtain all other permits and consents that may be required supplemental to this permit,which may be subject to revoke upon failure to obtain same. 11. No right to trespass or interfere with riparian rights. This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights,title, or interest in real or personal property held or vested in a person not a party to the permit. ocul IN", S� T ," co D 1 1 T [1STEVE AFFELT ucri cKfi�oomm _ 'A i • NV` 7 s s a, ARCHITECT PHONE: (631) 553-6333 PO BOX 762 775 NAILL CREEK DRIVE EAST MARION NY 11939 GREAT RIVER, NEW PORK 073cf CONSULTANT: DRAWING INDEX SCOPE OF WORK: DESIGN CRITERIA LATEST ISSUANCE DWG. NO. DRAWING TITLE INITIAL ISSUANCE REVISION NO.&DATE PROP05ED SECOND FLOOR ADDITION ATOP FOOTPRINT OF EXISTING FIRST FLOOR. (I) NEW BATHROOM(0) ADDITIONAL BEDROOMS. TOTAL OF (3) BEDROOMS BUILDING PLANNING- DESIGN CRITERIA (TABLE 301.2.1) MIN. UNIFORMLY DIST. LIVE LOADS UPON COMPLETION. T-001.00 TITLE PAGE, DRAWING INDEX &SITE PLAN 10/12/22 2 09/29/23 REPLACE EX15TINO CMU FOUNDATION AND FOOTING DUE TO FIELD CONDITIONS DISCOVERED DURING THE START OF CONSTRUCTION. GROUND 5NOW LOAD: 45 P5F EXTERIOR BALCONIES (�O R �� G-001.00 GENERAL NOTES AND CODE COMPLIANCE NOTES 10/12/22 2 09/29/23 ZONING ANALYSIS FLOOR DEAD LOAD: 10 P5F G-002.00 CODE REQUIREMENTS AND STRUCTURAL STANDARDS 10/12/22 2 09/29/23 FIRST FLOOR LIVE LOAD: 40 P5F �� � G-003.00 HURRICANE STRAPPING AND SIGNAGE ENGINEERED WOOD 10/12/22 2 04/24/23 SECOND FLOOR LIVE LOAD: 30 P5F PAS5ENGER VEHICLE GARAGE 5p ROOF DEAD LOAD: 10 P5F ATTI65 WITHOUT STORAGE 10 S E P 1 3 2024 ADDRESS/BOROUGH: 775 MILL CREEK DR EAST MARION, NY 11939 ROOF 5NOW LOAD: 30 P5F ATTICS WITH STORAGE 20 ARCHITECTURAL BLOCK/LOT: 1000-135.00-03.00-035.100 BASK WIND SPEED: 130 MPH ROOMS OTHER THAN SLEEPING 40 ROOMS SLEEPING ROOMS A-100.00 FOUNDATION PLAN &FIRST FLOOR PLANS 10/12/22 2 09/29/23 ZONING DISTRICT: R40 WIND EXP05LRE CATE6ORY: B STAIRS 440 Soamo Board of TrusTrus n tees A-101.00 SECOND FLOOR, ROOF PLANS &DETAILS 10/12/22 2 09/29/23 ZONING MAP: EAST MARION WE15MIC DN 6N AREA: SEVERE 13 60ARDRAIL AND HANDRAIL 200 A-200.00 ELEVATIONS OF EXTERIOR 10/12/22 2 09/29/23 PROPERTY DESCRIPTION: ONE FAMILY RESIDENCE FR05T LINE DEPTH: 31-01, AI S nWA FMamm OF off A-300.00 BUILDING SECTION AND DETAILS 10/12/22 2 09/29/23 NUMBER OF STORIES EXISTING 1 STORY, PROPOSED 2 STORY TERMITE AREA: MODERATE TO HEAVY DECAY AREA: 51-161-IT TO MODERATE OVUM ma= A-500.00 BUILDING CONSTRUCTION DETAILS 10/12/22 2 09/29/23 CONSTRUCTION CLASS: TYPE V-WOOD FRAME WINTER DE516N TEMPERATURE: 11 R'FTER5 W/SLOPE 6REATER THAN 3/12 WITH NO FINI5HED GEILIN6 LAW A-501.00 BUILDING CONSTRUCTION DETAILS 10/12/22 2 09/29/23 ICE SHIELD: REQUIRED OCCUPANCY: RESIDENTIAL,R-1 FLOOR HAZARD: YE5 IN FLOOD ZONE INT. WALLS PARTITIONS H/180 PLOT PLAN LOT TYPE: INTERIOR LOT AIR FREEZING INDEX: 5aq FLOORS d PLA57EIRED CEILIN65L/360 ALL OTHER STUGT. MEMBERS LOT AREA: 11,105 (70'X 142) MEAN ANNUAL TEMPERATURE: 50 EXT. WALL5 W/PLA5TER OR 5TW" U240 NY5 CLIMATE ZONE: 4H/360 TOTAL SITE 11242 SQFT 100% DESCRIPTION REQUIRED EXISTING PROPOSED COMPLIANCE FEMA FLOOR ZONE: N/A EXT. WALL5,WIND LOA05 W/BRITTLE FINI5HE5 U240 EXT. WALL5,WIND LOADS W/FLEXIBLE FIN15HE5 GENERAL REQUIREMENTS L�20 LOT COVERAGE CALCULATION PERMITTED USED (280-124) VARIES ONE FAMILY DWELLING ONE FAMILY DWELLING YES EXISTING DRIVEWAY 2q4 SOFT (2.b%) IN EX15T(N6 DWELLING 1,135 SQFT (10.03v) GROSS FLOOR AREA LOTS UP TO 20,000 2,100+ 138.5 (12.5%) =2,238.5 1,097 1,725 SF YES STRUCTURAL CALCULATIONS EXI5TIN5 MA50NRY WALLS 5TEP533q SOFT (3.0%) TRUSTEES NOTE: LOT COVERAGE (280-124) 20%=2,221 1,097 (9.8%) 1,097 (9.8%) YES EXISTING STOOPS 56 SQFT (0.5%) 1) EXCAVATION MATERIAL 15 NOT TO BE USED TO EXISTING SHED g6 SQFT (0.89b) RE-GRADE -SITE. YARD REQUIREMENTS OUTDOOR 5HOWER 3P5 SQFT(0.330) 2) ALL EXI5TIN6 TREES ARE TO REMAIN LOT WIDTH 70'-0"+/- 100'-0" 70'-0"+/-NO CHANGE EXIST NON-COMPLY gQZ EE&f H2 IIIAML1w W&M AIR Egmbrz 3) THE ENTIRE AREA 5EAWARD OF THE HOUSE 15 TO BE A REQUIRED 5PAN - 12'-7" 57tyy .95T5 TOTAL I,g58 SQFT (17.2�) NON-TURN BUFFER LOT DEPTH 175'-0" 142'-7 142'-7"NO CHANGE EXIST NON-COMPLY THRUST FACTOR - I LUMBER - DOUG-FIR #1 LUMBER - 5ANW 2XIO F.J.5 @ I6" O.G. REQUIRED FRONT YARD 35'-0" 52'-2" 52'4-3/4" YES WIND FACTOR - 0.&7 MAX. WALL HEIGHT- &'-0" REQUIRED 5PAN - 12'-7" REQUIRED SIDE YARD (280-46) 10' MIN, 25 TOTAL 21'-9";45-4"TOTAL 24'-9";57-5"TOTAL YES SLOPED ROOD ADJUSTMENT- I USE 2X6 STUD 0 i6"0.6 OK UdEAVINk 1LUMBER - 5AWN 2XIO R.R.5® 16" O.G. TABLE 3.14 - MIN. PANEL THICKNE55 = 7/16" SITE PL1 / 16r t — i i-01 , HEIGHT REQUIREMENTS (280-46) 35'-0" 36' 1-1/4" 36' 1-1/4"NO CHANGE YES WIND LOAD 5PAN - 12.58 X.&7 X I =.......OK MIN. SNOW LOAD 5PAN - 12.5&X I = .....OK SHEAR WALL MIN. PANEL THICKNESS = 7/16" MIN. _ SHEAR WALL5 A5 PER WFCM 3.4.42 L ,T►om MAX.ALLOWABLE HEIGHT(280-46) 35'-0",2-1/2 STORIES 16'-11"ONE STORY 26'-11",2 STORIES YES E -T 324 A5 PER WFCM 32.1 NO. DATE DESCRIPTION ( n FLOOD ZONE ZONE AE EL 6J �'`�• •� �°'" � REQ. # OF 8D COMMON NAILS IN EACH END 01 OB/2b/22 ISSUED FOR REVIEW02 I0/12/22 155UED FOR FILING VEGETATED NON—TURF ALL GENERAL CONSTRUCTION WORK SHOWED WITHIN THESE PLANS IS TO CONFORM TO THE 2020 RESIDENTIAL CODE OF NYS. ALL ELECTRI #OF 8D COMMON NAILS IN EACH RAFTER J015T TO TOP STRAP = 6 BUFFER BETWEEN MECHANICAL, AND PLUMBING WORK IS TO COMPLY WITH THE 2020 RESIDENTIAL CODE OF NYS. ALL WORK IS TO CONFORM TO THE 2020 anef Thickness - I/2" Mtn. PLATE CONNECTION = 4 03 02/08/23 ISSUED FOR -SGDH FILING DWELLING & CONC ECCC OF NYS. a UJIFT 04 O6/15/23 REVISED FOR TRUSTEE'S FILING WALL TO BE OWNER SHALL NOTIFY THE TOWN AT LEAST 24 HOURS BUT NO MORE THAN 48 HOURS PRIOR TO THE START OF DEMOLITION Nall Spacing for 8d Common Nails #OF 8D COMMON NAILS IN EACH 05 08/12/23 REVISED FOR TRUSTEE'S FILING MAINTAINED IN Location Edges Field END OF 1 i/4"X 20 GA. STRAP = 3 - Ob Oq/2q/23 REVISED FOR TRUSTEE'S AMMENDMENT PERPETUITY 4" Per. Edge Zone 6 6 PLANT 5CHEOULE: interior zones 6 12 4t f - i WALL Gable End Wall Rake 4 4 HEIGHT- & LEGEND QTY KEY BOTANICAL NAME COMMON NAME COLOR SPACING PURCHASE 51ZE OL11� -T = WIND 4,360 LB5. 5EI5MI6 2,400 L85. EXISTING AND NEW I FOUNDATIONS & " REQUIRED 5PAN - 12'-7"LUMBER- • O AT ASGLEPIAS TUBER05A BUTTERFLY WEED ORANGE 3 O.G. HIGH 6 FOOTING TO BE O GM CHRY5OPI515 MARIANA MARYLAND GOLDEN A5TER YELLOW b' O.G. 6" HIGH DOU6 FIR #2 1,126 SQFT �•- 0 ET EUTHAMIA TENUIFOLIA GOA5TAL FLAT TOPPED GOLDENROD YELLOW 3' O.G. 6" HIGH USE 2X8� ib"O.G. ....... OK 14/ 0 IL IONA67`I5 LINARIIFOLIU5 STIFF A5TER DUPLE 310.0. 6" HIGH 4'-0" WIDE ACCESS ., y 1225 OB EUPATORIUM HY550PIFOLIUM WHITE BONE5ET WHITE 50.6. 6" HIGH PATH THROUGH BUFFER BETWEEN • • • • • O RH 50LIDAC0 5EMPERVIREN5 SEA5IDE GOLDENROD YELLOW 4' O.G. 6" HIGH q, 14o, Ij/ STOOP AND STAIR O JH JUNIPERUS VIRGINIANA EASTERN RED CEDAR GREEN PER PLAN 4'-0" HIGH NEW MASONRY STOP O MP MORELLA PENSYLVANICA NORTHERN BAYBERRY GREEN PER PLAN !'-b" HIGH SKYPLANE DIAGRAM 1 - 10'-0" BUILDINC PLAN REVIEN NOTE: TO BE CONSTRUCTED 77 AT 12" ABOVE ADJACENT GRADE . v � � , e BAGKFA.L WITH 501L 14, L L � q w � OB y 1 �7�THH t REMOVED FROM HOLE / BELOW SOIL SURFACE q, 14, 1)/ EX15TIN6 501L AREA OF 205 - 1i / �' •SQFT 2ND STORY' SPREAD ROOTS Our�I �. KUPRooraAu of �''-, CONTAINER PLANTS, / e BALCONY INGLUDIN6 KV65 PRUNE — ... .:..:. CIRCLING ROOTS // Q1 1,126 SQFT EXISTING / PLAtVRNN6HOOTSPREAD Tf�ROOT SPREAD FOOTPRINT OF / NOTE. R ROOT PLANTS HILL NOT BE / PLANTING DETAIL PERMITTED.ALL PLANTIN6 TO BE . : DWELLING / PRUNED IN ACCORDANCE WITH BEST d tM / AREA OF ACCEPTED W?5C-RYMANS PRACTICE / 2ND STORY TEMP REMOVE AND / ADDITION IM),� NEW TALL IMINIM TREES �� V2V RUBBER H05E AND 12 6A. _ ..............., . ... RE-BUILD OUTDOOR / PLANTmPLUMBA55M0WN SHOWER / '-0" SETBACK FROM HWL LOCATIONS ON PLAN. 6ALV.HIRE FROVIDETURNBUGKLES I(3)OR TW15T ADJJ5TtE : (GUARANTEE TREES FORA / TEMP REMOVE PERIOD OF ONE YEAR) CEDAR BARK CHP5(V.I.F)OR EOUIVALENr 8'0 X 4'-0" DEEP ,_ AND RE-BUILD / 1 O CELLAR - STORMWATER DRYWELL / I CK G \ , ET 0)CEDAR STAKES DRIVEN %��'- q BAGKFILL WITif TX501L MIXED WITH O/20/O :- -' _ S ENTRANCE T 0 — E CONNECTED i A AND DRAM STRAIGHT. . ... . . ,.. ,... ,, , >� .. %% ' FERTILIZER AT TkE RA / ' =°' ,7 .. :. ,...,... _ RATE OF POUNDS PER ,i.,..,,.,,„ ,.. , ,.,,..,ii. i /. >.,:' ;�':y::,,_ K r ,. L , R ..GUTTERS & LEADER, �� 3 �:.. '.- �� ;STAKES SET AT 120 .. . , '.. .. ,.<,,,,,,.. „v; ,,. .,. . YARD.WATfR �.r "�;;, \ 'M ...... . . , iWJROU6HLY AND FILL TO ... i,;��;,,' � i. J„' +:-,�" _ 24 ;. INTERVALS AND .. - - ExISTIN6 EARTH.INE ON TREE ,,,,�, ,' ,.a,-,..,,. ,, %:TRUNK. „� 'e 'i P OF 2ol I- ,,. ,,. ... ::,:y, �, .,i. � ) [� I G P TTER EC>Zf/AL DISTANT FROM TREE ,. ,,..., ,y-�.,,;,,, ,, ;,,, ,;�,, • e's � Y r ELL > ;.;k.:,' PRO JECT C1 GT NAME: UNDERGROUND I 0 I / 18" ROOF TANK �I I DRY OVERHANG PLUMBINGRISERI L TANK p 1 IAUU I \ NEW I/A SEPTIC Z'I J- I --- STREET ADDRE55: SYSTEM � - 715 MILL CREEK DRIVE 1`' - < p :. �` TOWN: EAST MARION / .............:::::::::::::::::::::::::::.::..:...._::::::::::::::.::::::::.:._:.::.. ':::::..................:::::............: ............:::::::::::::::::::::' STATE: NEW YORK PROPANE / -___-._....__--___.._._.:_..._ri.... _.__.._ .._ ......._:_ _: ..................... (��,I?v r FIRED I NEW / `::::::.:::::::::::::::::::::::::::::::::::.:.:.............:-:::.,:::::::::::::.::........... ..........:........ ..... \,,cTEES POSTAL_ CODE: Ilg3q I BATHROOM I ._.__.... '-. . .._._.._..�... .-__ _____.._...:».:.-�::::::::::: -.__: . - -_ _._ _ -.. ............ TOWS C'r �t 1`TI- EMER. PUT I / — .. _._... -:._.—...__ d ( I LD LOTS 1000-135-03-35.001 GENERATOR I -- :-:::::::. ---:::::::...-:':_.-. :::................::::: :::::.:::::. -.........::::.:::::.:::.::::..:.::::::::::._.:: SITE CESSPOOL TO BE / _............. __.__....._ -::::: - _........_. NUMBER: N/A REMOVED I I _. :....... .::::.:.:_-:.::::::....._...__::= : _.. ............ -�:m............TMt DATE 5EGOND FLOOR �77 _................ 1 NEW MASONRY STOP / -:__ -__:.-::�:. . �._ - :_--':_ -.._4 w:::.;-;:;.;:.::_:<... =.., W- . r �, r� 0 Co ._...... ......::::.::........:::.....::.....:.:::::::.:::::::_.._....._::.:......::::::.:.:::::::::::::........::::::::::,......................:,....,,.:: ::::::.:.. TO BE CONSTRUCTED _ LEACHING POOL :::..:.::.:.........:-:.:::-:..:._.:,....:::..._._..:.:: ::: ..... �,w �_-_. �-_:�� _- _:<� -W e ........... _.. . _._ _. AT 12" ABOVE ADJACENT GRADE211 KITCHEN / _ __- _...� _�.�. -• WASHER I EXI5TIN6 / EE_ BATHROOM I O N ( I D/W o FIR5T I m r` " 4SgE � PROJECT NUMBER: 2022-0021 FLOOR L _ wrrsaaw" Q �,�� � B � INITIATED DATE: 03/0I/22 1 / R 5B GRADE W MCIO GRADE O A CHECKED GH SBA 8 1 6 32 DRAWL NG NU MBER: l Now umm AMI R rtm':m IDEN E e 1/16" V-0" T=Vvl *ovft BA5EMENT jc�' U3761 'to Of N E�, -- PAGE: I OF q BUILDING DEPARTMENT NOTES USE AND OCCUPANCY-5iN6LE FAMILY RESIDENCE ROUGH CARPENTRY: STEVE AFFELT TYPE OF CON5TRUCTION-VB 1. ALL LUMBER SHALL BE DOL5LA5 FIR#14 BETTER UNLE55 OTHERWISE NOTED. T 3OTTC�A PLATE TOP ATiON GON TI 2. ALL LUMBER IN GRAWLSPAGE5 TO BE V ABOVE SCRATCH GOAT.MAINTAIN W MINIMUM FOUNDATION EXP09URE. T F ' 5A TOP BOTTOM PLATE TO EW LA TALE 3,6A RID��E TP sto STRAP /.Till REFERENCE STANDARD-WOOD FRAME CONSTRUCTION MANUAL 201& FOR ONE AND TWO FAMILY DWELLINGS 3. 51LL5 TO BE PRESSURE TREATED(P.TJ AND SECURE LY FLASHED WITH A TERMITE SHIELD,ALSO PROVIDE SiLL 5EAL.AN5UL.RTIONt ( T5) RE51�r'TINE LA SHl° R LOAPS A R%mo m i i t:CT 51ZE OF SILL TO f3E(2)2"xb',UNLESS(U 2`xb'15 NECESSARY TO MATCH FLOOR W16HT5 WITH TIE EXI5TIN6 STRUCTURE. MOM WI - EXPOSE 6 10 15 FOR WINE LOADS - WA22im $ 5 FOR EM RE ft I. ALL WORK SHALL COMPLY WITH THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. 4. AT FLUSH FRAMING USE 16 6AU6E METAL'5IMP5ON'J015T HANGERS OR APPROVED EQUAL. SECOND DEAD LOAD A55;)vA' a&. ROM / CM-0 A55�L Y DL=lo PSI' GUST WIND SPEED I55 90 �tWrNv IAHo TTiREE SFI,OND 61J5T YJlPD SPEED QvP11) i20 1'O 140 PHONE: (631) 553-6333 2. ALL WORK SHALL COMPLY WITH THE APPENt71X J'EXISTING B(JILDIN65 AND STRLJGT1/RE5 OF THE 2020 5. MINIMUM DOUBLE Hfi✓4DtR5 AND TRIMMERS AROUND ALL OPENfN65 IN FLOORS,ROOFS,AND WALLS. 170f"rGM PLATE TOmn '�' 11tRtH= SF1.a�D GUST WND � �) � � PO 80X 762 RE5IDENTIAL CODE OF NEW YORK STATE. 6. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS,P05T5,AND BATH TUBS. FGLWDATiGN FOUNDATION ANCHtOR t7CL.T 5L1PPaZTN6 MA>TAL,M AWC.HiOR pGL.T SPAGfN6 (IN) SWSPACING WNL H1Elbfir N GF IbD GaMMON NAILS 3. FIRE STOP VERTICAL SPACES IN WALLS AND PARTITIONS AT FLOOR LEVEL,CEILIN5,AND ALL FURRED 5PACE-5 7. ALL BEAMS,61RDER5,M.TO HAVE MINIMUM OF 3-!A'2'BEARING. coNNEGTtON RESl5TN6 (IN.) 010 OR AO D DOA( NAILS PM STUD ro PLATE CONNIFGTTON " i,2,3 ROAR' PITCH ROOF SPAw i ALS I M H NALS 1T I. � GREAT RIVER NEW YORK 1173a NOT To EXCEED a'-0'VERTICALLY OR 10-o"HORIZONTALLY. 1/2" AYNGHIGR saa rs (rTJ g EA4GFt g p a" H/,�" 5�qP I z s 4 a ar 8. MINIMUJM WADER TO 13E(2)2°xb"UNLESS OTHERWISE NOTED. 4. PLASTIC MATERIALS SHALL CONFORM TO THE 2020 RESIDENTIAL GODS OF W-N YORK STATE. q ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/GONGRi TE TO BE PRESS E TREATED AGQ " 6T� 1 S X12, 2 5. ELECTRICAL INSTALLATION SHALL COMPLY WITH THE 2020 RESIDENTIAL GODS OF NEW YORK STATE, 5/S" ANCHIOR DOLTS Io 2 12 12- to, 2 ALL EXTERIOR 5FEA=THING SHALL BE NAILED A5 PER NAILING SCHEDULE.65WRA=L.LY SWATHING 15 A 112'THICKNESS ON WALLS 12 2 CHAPTERS 33-43. AND ROOF AND 15 OF COX 6RADE,UNLESS OTHERWISE NOTED.SEE FLOOR PLANS FOR ADDITIONAL NAILING OR DIFFERENT I-'9 �� 16 14 I� 26. PLUMBIN6 INSTALLATION SHALL COMPLY WITH THE 2020 RESIDENTIAL CODE OF PEW YORK 5TATZ CHAPTERS NAILING REQUIREMENTS WHEN APPLICABX. "'IoAas oN FMW AeN=rUU N TMO%TA"�" Ib 2 CONSULTANT: x , ,»��rgA�t�ro �t.rr ,Aro �,� At ��A��►��m 25-33. !!. PROVIDE METAL DRIP FLASHING OVER ALL EXTERIOR WINDOWS 4 DOORS. a•m TMMTm VAUM rat LFLrr Lana tr -r-".W)at uTM&,ro VM LAOM trMZ"Pa rat ant$*MW MTO UVAn" 2 3 3 a=ttvraa=1 ANC ss". 3 1> TAM ATM AruaiOR MT tPAa*MR tAYMM AND*M La"A"M WALLS MILE arfln N WO E WITH SWrM Uw PW OntR 1. MECHANICAL SYSTEMS SHALL COMPLY WITH THE 2020 RESIDENTIAL CODE OF NEW PORK STATE,GHAPTER5 WALL arArfM rYPea m rARLArm AWIM oar OAcW avu M Msrraev w m Ar wArt mrAn"TYPE MAOrM.:r WM N 12. SUB FLOORING,6ENERALLY,To BE OF 314'THfGKLE55 AND OF COX 6RADE.NAILING AS PER NAILING SCHEDULE AND GLUED. Tmx etv,our N w rme aw "wR oar a"AC40 0 rsT ai MM L E me UAM AID WM aN AfflwpnRia N rA"sA � 3 A 12-23. k m r rrEAro umvt vAut rncM rndt A as eREarat rnw�o r+r ri wvArmMHor aca+ranQar �vu x r�rrTm ro oe►urn m nr ox roR 13. EXTERIOR SfEATHiN6 TO BE C.OYERED Wl1H'TYVEK'HOUSE WRAP OR APPROVED EQUAL. s rAPLATm MA NO taws AMM A MUM Lar W N eFMM a 4 5 6. ALL WORK SHALL COMPLY WITH THE 2020 ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE. 14, BLOCK EXTERIOR 57VO WALLS AT HALF STORY 1E16HT5 AND AT UNSUPPORTED E96E SEAMS OF EXTERIOR 5HNATHIN6. GENERAL NOTES: 15. PROVIDE CROSS BRAGIN6 AT JOISTS,5TU05,AND RAFTER5 WFEN SPANS EXCEED&'-O'AND AT EVERY 8'-0" T 5 FA5TE6r MILE 1. NoWORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THEBUILD(N[6 DEPARTMENT Ib. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS. - rl. APPLY ALL CONDITIONS ADDREAED IN NAILING SGFEDU E A5 NECESSARY. 3 2. TIE CONTRACTOR SMALL BE RE5PON51BLE FOR ANY 500P DRANIN65 NEEDED,UNLESS OTHERWISE 5FECIFIE12: ALL 120 NHo �'12 24 Z 3 i HAWSERS TO BE`SiMPSON'OR - g Ib. PROVIDE ALL NAILING AND STRAPPING ADDRESSED IN DETAILS AND NAILING SCHEDULE.ALL J015T �...>' DEAD LOAD A PT"IONS: ROOF CEILING A55EM DL-5PSF S� SLY I 28 3 DIMENSIONS AND CONDITION5 PERTAININ6 ARE TO 13E FIELD VERIFIED. APPROVED EQUAL TOO.ALL EXPOSED HARDWARE TO BE'ZMAX'COATED OR APPROVED EQUAL. T}fZEEIOND 6UJ'r WAD SPED ( ) WI LO 32 �j L F 3. CONTRACTOR SHALL OBTAIN ALL REQUIRED APPROVALS,PERMIT5,CERTIFICATION OF OCCUPANCY,INSPECTION1>< r Iq. AT"PET WALL'PARALLEL TO JOISTS FRAME DOUBLE JOIST AS PER CODE.6EWRALLY,SEPARATE DOUBLE JOIST THE THICKNE55 3�, 3 4 APPROVAL,ETC.FOR WORK PERFORMED FROM AGENCIES HAVING JURISDICTION THEREOF. OF WALL ABOVE.SUB FLOOR SHALL HILLIER EXGEI=D A I6"SPAN. E f E f E P , 4. ALL WORK TO BE DONE IN CONFORMITY WITH RESIDENTIAL IRC 2015 CODE5,NY5 2017 UNIFORM CODE 5UPPLEMENT FRAME SPA61N6 ROGF SPAN NUMM OF W COMMON NALS OR to P PDX NAILS IN 12 Suw., 20. AT ROUGH OPENIN6 ND 5 PROVIDE ALL APPLICABLE NAILIN6 A STRAPPINk9 AS PER PAGE C51-0-G51-2. (N) (>T) EACH END OF H/4"xw 6A6E 6TRAP 1,2,34RAI MAX.NAIL fF�" I I Board of Trustees ALL LOCAL CODES,AND NATIONAL ELECTRICAL CODES,LATEST EDITION. 5. 21. PRE55lARE TREATED"P.T'SPECIFIES FRESSl1RE PRESERVATIVI3Y TREATED LUMBER IN ACCORDANCE WITH AWPA 622;WHERE SHEALTHHJfi LOGATIGN I NAALS ( r=S 0 5 CONTRACTOR To VERIFY ALL DIME:WON5 PRIOR TO 5TARTIN&WORK.CONTRACTOR TO NOTIFY ARCHITECT 20 Z 2 IMMEDIATELY OF ANY 015GREPANCIE5. DRILLING AND/OR CUTTING OGGUZ5,FIELD TREATED LUMBER WITH COPPER NAPT ENATE H410H SHALL CONTAIN 2%COPPER METAL �lNZ I 2 2 I2 6 IZ 2 6 (2 6 122 5:12 2-4 2 2- BY REPEATED BRU5HiN6,DIPPING,OR 50AKIN6(WIL THE WOOD AB50RB5 NO MORE.ALSO,FOR HARDWARE USED WITH P.T. I6 I 6, ALL MATERIALS TO BE USED ON THI5 PROJECT SHAH BE INSTALLED iN STRICT CONFORMITY WITH THE w 2 2 �L(1MBER,GONTRAGTOR IS TO INSTALL HARDWARE 1HAT 15 SPECIFIED BY P.T.LUM@3ER MANUFAGIURER SUCH A5: MANi6ER5,NAILS, I6 12 6 6 6 H1 MANUFACTURES RECOMI ENDED 5PEGIFIGATION5 FOR INSTALLATION OF THEIR PRODUCT. (6 24 2 9 PERIvET7 R EDGE ZONE 7. GONTRAGTOR SHIALL MAINTAIN GOVLT<A6E FOR All INSURANCES,BONDS,ETC,A5 REQUIRED BY LAW AND BY THE SCR&6,FLA5MIN6,ANCHOR BOLT5,ETC.FOR LOCATIONS SUCH AS=LED6ER BOARD,SILL PLATE,DECK CONSTRUCTION ETC.ANY 28 2 3 192 6 12 6 i 6 6oWINER. REI ERENGES ro cca ARE ro REPLacE P.r.oR AGQ i , 3 2k 6' ' b' a b� 12 I ( PLOT PLAN 22. LVL(LAMINATED VENEER LJ HEM DENOTES EITHER OF THE FOLLOWING: 5. THE CONTRACTOR SHALL PROVIDE ALL 5AFE6UARD5 A5 REQUIRE5 To PRECLUDE INJURY TO OWNERS AND t. FRESMMM Lk"ARE N TMM A-"A x r PEW Law ar i2 6 � 6 IZ 6 IZ 16 % 2 2 . TALYMTM IFl.lPT GaSFLikA'd A A RUM La'.ATt9 N OPCOM D. A.(LEVEL TRUST JOIST IAE MICRO LAM s. rAM ATM UUM CMCaM A Rar AP®M"A l r e Pa'(,VW PERSONNEL,AND TO ALL OTTER PERSONS AT THE CONSTRUCTION SITE, a FMMr A CO"AOMftY N Nor or r re a , Nor ra m Rom 20 2 2 B.6EOR61A PACIFIC 20E 6 P LAM ASSMMY,TM TAMARP NAM 4r NA"awL of WMMM oY I Mv.AT Mi 9W a°m arww 1 q. GONTRAGTOR5 SHALL EXERCISE 6000 JV06E ENT TO MINIMIZE DAMAGE TO ADJACENT PROPERTIES.ALL AREAS P5L(PARALLEL STRAND LUMBER)DENOTES A AMW AH GRADE rA sTM sTRw 6 12 b 12 6 n f'/:12 U 2 2 I DAMA6ED DUE RUC TO NEW CONSTRUCTION SHALL BE RESTORED TO THEIR ORfGiNAL CONDITION BY CONTRACTOR. A.)LEVU TRL15T J015T 20E PARALJAM �I Q` ZONE 2lRj 2 2 10. EACH TRADE SMALL FAMILIARIZE 1}1EM5LFLVE5 WITH THE INTENT OF THESE PLANS AND COORDINATE IIEiR WORK USE DE516NA71=D LUMBER OR APPROVED EQUAL.ALL TO 8E INSTALLED AS,PER MANUFACTURER SPECIFICATIONS. 24 6 IZ If tz 2 3 23. FOR NEW WALL5,A PERFORATED 5WARWALL SYSTEM 15 USED.TIE CONTRACTORS ATTENTION IS DIRECTED TO THE APPLICABLE Qj 24 b Iz 6 12 6 f? 3( 2 3 WITH OTHER TRADES. DETAfL5,NOTES AND TABLES,THE NAILING SCHEDULE SPECIFIES THE REQUIRED NAIL.IN6 FOR THE 5HEATHiN&(ANY NAILING "�1R S FOR W — DIP C! GALE ETDWAIL RAKE OR � II. ALL MATERIALS ARE TO 13E INSTALLED AS PER MANUFACTURERS 5PEGIFIGATIONS,UNLESS NOTED OTHERWISE. RAKE TPA' w/ L KO 6 6 b b I2 1 1 SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE NAILING SCHEDULED.HOLDON6 OPERATE IN COUIM77ON WITH THE RAKE MbrK 12. IF,IN THE COURSE OF CONSTRUCTION,A CONDITION EXI5T5 WNIGH 015A&REE5 WITH THAT A5 INDICATED ON TIE DEAD LOAD ASSLUPT"IONS: ROOF GEILIi O 6AgPJ fND OR i 6 b 6 6 PERFORATED SHEARWALL SYSTEM.(INSTALL AS PER APPLICABLE DETAILS E MANUFACTURER 5PEGIFIGATTONS).HOLDOWN ASSEWLY DL=I5P5F RAKE TRLJ55 w a RAKE 20 2 2 PLANS,THE CONTRACTOR SMALL STOP WORK AND NOTIFY THE ARCHITECT IMMEDIATELY.5Ft0l/1D lE FAIL TO E_NaL.Na�ACrae3 fir PAee.ts>aEa t1M FOLLOW TH15 PROCEDURE,AND CONTINUE WITH THE WORK,W SHALL ASSUME ALL RESPONSIBILITY AND LIABILITY LOCATIONS ARE SPECIFIED ON THE FOLMATIONfIR5T FLOOR PLANS. TFiRJ3= �LOMD 61J51 WND 5PE2D u p r-NAL OMW Ar AM"N m vna re.v� 7:12-12:12 24 2 2 24. COLUMN BEARING A5 FOLLOWS:WOOF P05TIN&TO SE BLOCKED SOLID TO FOUNDATION WALL WiTH END 6RAIN.TREATED WOOD d L r�P Tn+b rMr 4 M a'm PtR_M m PL�veTeR eoae a•m We a AR151NO THEREFROM. ) m Rmr, S SMALL 4 LOW ON Teat aDE a'm RCa rent m 4 Mr PewaETat Lsoe zaPc ATrAataa:r 2 2 s awt of ua9 FLASHING.STEEL G01J1MNN5 ARE TD BEAR UPON FOIRNDAIION WALL WITH STEEL SHIMS E A MINIMUM OF 3/4"OF NON-SHRINK GROUT t T,�l TW It Nat as CWM NAL MA" arAT"arAatm TO AWM/TRW PwwN6 13. ALL WORK AND MATERIALS SHALL BE 6NARANTEED FOR A PERIOD OF ONE(U YEAR FROM DATE OF ACCEPTANCE REgFT9 CAPACITY 6F MM Bona PM rw44Nn M54xRs Wnli o <0e m NaM,SPACNd avu.Ix IQA.CP9 To o NRrs aa. 32 2 3 5C-CURE WITH(2)1/2 DIAMETER ANCHOR BOLTS(4 LONG EXPANSION BOLT®FjC1571N6 WALLS t t2 LONG HOOKED BOLTS MEW �. ratt Ar9 s L4Re oa,NAL a'AaNPi A e<pA3,b ArWL 9 r- R*VL / feR PR To wrtN ■ " 5PA(,W ROOF SPAN GON�EGTIGN LP'' i•2 a�ooAe.Ptrt PRAAAJ9 AL tPAa Wmi DCS OrATI ANAL IPA 47 R MM G!.'RM M 70 4 nr4>rs OG. 3( 2 3 BY OWNER 3,4 s,4 4• rAnwrls 4 NGt oa NAi�AraAa at-ATr>r�ArrAac+ro wrreR/TWl9�PwNea AtiMt3 WITH 14. OWNEWE ILDER ARE RE5PONJ5IBLE FOR,ALL IN5PEGTION5,APPROVAL-5,GERTIFICATION5,CERTIFICATE OF APAM rat eR +v fpA7t m ra a'AaNEe awt to►asttCm ro a NYtL7ef oe FOUNDATDN WALLS)FOR ANY POSTING®GMU WALL 51 PLAN FOR REQUIRED REINEORGIM6(9 M1Ni1�JM Ib'WiDE 3 COURSES OF L 5 U L S U a. nepLATEo NAIL erxwsa AfiXAt n tLYwT9 N o OCCUPANCY OR COMPLETION AND UL.APPROVAL. SOLID BRICK MASONRY CENTERED 0 P05TIN6,UO.N).OJTIIi W(-EN COLUMN OR P05TIN6 15 PART OF THE LOAD PATH FOR USE IN A I• TApUATED GAmm LION �5 SHOE- m PL�JM r-=,TO CE tvAi_T•PL� DY OLIO FOR t�ZAMIN6 MO FRAMN6 Nor LDGATTD WITTiHN 8 FAT GF ti1R DHNEi 12 lz M rn &W FASTEST MILE 15. DO NOT SCALE DRAWINJ65.WRITTEN DIMENSIONS SUPERGEDE SCALED DIMENSIONS. 5HEARWALL,ALL ANCHOR MAKIN6 AN ATTACHMENT ARE TO BE WITH STANDARD 5HFARWALL HARDWARE(WITH NOTED VALUES)4 Ib 147 1" WN?WEM QJ" 2 TADU..ATFD RME C~6TiON LOADS A6%L& A f XI N6 LOCATED N EXPOSURE p 16. DRANIN65 AND 5PEGIFICATION5 AS INSTRUMENTS OF SERVICE ARE AND SHALL REMAIN THE PROPERTY OF THE ANCHOR BOLTS,U.O.N.WITH TOP GAPS 0 STEEL COLUMNS TO BE A MINIMUM 114"BENT PLATE&'LON6 WiTH 6'RISE t WITH(2)3/4' 20 1`70 221 5. TAQLIATED CGNFLTION RvOJIRFjANrs ARE CASED ON A rom (N'Lrr m6 oAo 24 m 25Z OF THE RXr A66DAM DEAD LOAD (OAoxlo PSr) ARCHITECT NETHER THE PROJECT FOR WHICH THEY ARE MADE 15 EXECUTED OR NOT.THEY ARE NOT TO BE USED DIAMETER BOLTS THROUGH CENTER LINE OF VERTICAL LE65 SET 6'DISTANCE,U.O.N. 16 24 w 219 2E4 T 3.11 WALL THI I� �a 1+0 4. TAPLL.ATBD CONNECTION REgJRi MINr6 ARE CASED ON A It N RPM STRAP ON ANY OTHER PROJECTS OR EXTEN510N5 TO THIS PROJECT,EXCEPT BY AGREEMENT IN WRITING AND WITH 'n g �Ib tj SPACN6, FOR Pr'ERENi• RVeC_ STRAP SPACN6, M ILTPLY THE TAICL,LATBD VA..LES 25. RETERENGE5 STANDARD USED FOR THE DE516N OF WOOD FRAMING 2001 EDITION OF AMERIGAN FOREST AND PAPER 130 U7 STRJX-TU R& 6HEATHN6 CY THE APPROPRIATE MILT FU!R C6AVV: APPROPRIATE COMPENSATION TO THE ARCHITECT. ASSOCIATION(AF4PA)-WOOF FRAME CONSTRUCTION MANUAL(t'fOl)FOR ONE AND TWO FAMILY DWELLIN65. U-cavrtrae Mrr Lap MN2 � OR P44E1 SDN6 RIDGE COhIr nON 5PA" I2 16 mi. 24 4115 NO. DATE DE56RIPTION 17. STRUCTURAL STEEL TO BE A5TM A36 DETAILED,FABRICATED AND ERECTED PER A.1.5.0. " L_CZR4YZ6R"M LaAa TO m wAW M!LTTPLFR WO I." Ibo ZOO 400 Of 08/26/22 ISSUED FOR REVIEW 26. ALL 5TRl1G1URA!_WIOOD SHALL BE KEPT 2 BACK FROM GHiMtEYS. It-L/W/Mat W P Lars OlAt T09 TO wAtta 0. DOUBLE UP ON FLOOR J015T5 ULCER PARALLEL PARTITION,TYPIGAL. R-t.Aw/rat wND ro m RAl�E no WA_rat ww PAR/LLti TO m E F E F E P E P 27. ALL DOORS TO 6AtRA6E AREA FROM INTERIOR LIVING SPACE SMALL BE 3/4 HOUR UL SELF CLOSING(MINIM/Nf). Lvac Anp "'°L w m LOVE Leere 5. WItt7N TFE TACU ATED of NALS REgURBD N EAGt EAD GF STRAP K L nw.I.Arm utrr AN7 LAnRet.Lam aiNl.tt Peaarro ro Ce�ttrrtt'a pt ass 02 10/12/22 ISSUED FOR FILING Iq. PLEASE NOTE THAT THESE PLANS ARE PROTECTED AGAINST ACT OF iggO(AW%PA),WHICH HAS SEVERE PENALTIES. n•®Gar. cnvm-Y,rat mv#"Nor WeAM wam a rtrr ar L Imo emam MW NAL GaAC44 rgJA- T I AM THE 1 FAMN6 I5 ATTACHED N A66MD"E! WITH TAME 9.1, THE 26. WHERE MECHANICAL EQUIPMENT OR PIPING PENETRATE OR INTERFERE WITH STRUCTURAL FRAME REINFORCE FRAME AROUND OR s TANP�LAn!a9�trtrr Laws A69NM A Rea`Aw MM A�.aY DES Laa a" I 5T7D SPAGN6 RD6E STRAP " A)C>ITIONAL WLM Is NOT RI QJRED 03 02/08/23 ISSUED FOR SGDH FILING GAST 1N PLACE CONCRETE: TAwx�mp Per A 6. M" A CaLAR TIE 6 USED IN LIMJ OF A RPM sTRAP, THIS tLM6t32 or 9D ADJACENT TO THE lNTERFERENGE A5 RLGIUIRED TO MAINTAIN STRUCTURAL INTEGRITY OF WALLS,GEILIN&5,FLOORS,ETC. 4 r �T Lam L a � .L cR w L-ro-M a QNrr S oG) ca AAON NAB �� N � ew or THE caLAR TIE Nmv Nor mm nr 04 Ob/15/23 REVISED FOR 1RU5TEE'5 FILING � w:crl cxaa.ATrn uRrr Laws MR w�a-Sawn.,_cR wnu-rafiawa>ai NALS NGHES OG. rAtaUM WLK vA IM awl oe Pmoxrrm To oa mq=o"t Ao Ptr Wsa.x"Prat CAW nu WALL We Iz t2 b 12 6 b YG lz PDT® Ac r Or T _ALSCOL N A `T &TRAP, OR THE Gf O5 0&12123 REVISED FOR TRUSTEE'S FILING PROVIDE CAST-IN-PLACE CONCRETE,IMGUJDIN6 FORM!^LORK AND REINFORGEN�ENT,AS RL-QUiRED TO COMPLETE I2 D QoiC NA1L5 N EAUi f7•D OF THE GGi1AR TIE N� Noi' Exl.�> THE CON5TRU6TIONt 5MOPM ON THE DRAWIN65 AND AS SPECIFIED HEREIN. TAM"TBD RIMER OF 9D PM NAILS N A sTHi RAP ST • 06 Oq/2g/23 REVISED FOR TRU5TEE'5 AMMENDMENT T Rr1�1.4J P��IETBR EDt✓E ZONE I6 b b Iz I2 b Y2 7. I_I/AF w &AOE nam STRAP SMALL CE A A67 M AO!' 6RADE -" 6Tffi OR I. COMPLY WiTH Act Sol,"SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUiLDIN65',EXCEPT A5 MODIFIED HEREIN. 2. PROVIDE AiR ENTRAINED CONCRETE COMPLYING WITH A5TM Gq4.FOR COMPRESSIVE STRENGTHS SEE TABLE VALUES T 3.T1F S FATED OKAYED W 24 6 12 6 lz 6 I2 � R 402.2135ao P50. "95- OF MATERIAL LOAD-DEARtN6 t �1 M5 Iz 6 Iz 6 Iz 6 n TALE "J.9_A ~@AFTER_f GEEING a ff 3. PROVIDE REINFORCEMENT OF TYPES SHOWN ON THE DRAHIN65,AND COMPLY WiTH A5TM 615,&RAVE 4a ML-55 (PaM6 PER 699E FOOT) 07MERWISE INDICATED. � i,z,s - ��� GRYBTALLINE f3EDROGK 12,oOp CAPACITY INTFitIGR ZONE 16 6 6 Y2 12 6 12 � ,�TIOrI 4. CONSOLIDATE CONCRETE IN ACCORDANCE WITH AG!30q. 24 Y2 6 IZ 6 6 12 �D U'oAP PfI0N6: ROOF C.EIJINFi �Y Dl==ID P5F BEDKWARY AW F"TED ROCK 4,000 WALL HE16HT- w1w SEISMIC e_ t'ACM AT PAN.Ls s 5. PROVIDE CONCRETE THAT 15 DE N5EE AND FREE FROM HONEYCOMB AND OTHER DEFECTS. �� r-WA./PAGN6 AT WMWATE II POM N m Pn4i M"" 0RaW 6NOW LOAD = 50 I�SP SANDY GRAVE MD t rat WAu.*MR"MIN 4 Mff a•m aWs,m 4 Mr PM*CTM ME&M ATT&A%T RattrmtNM 6. LEAVE SLAB 5URFAGES THAT ARE�FROM TROWEL MARKS,UNIFORM IN APPEARANCE,WITH A SURFACE PLANE /OR 6RAVE,. g ppp awl of usm ( S 94lSFi 19fz 1 VA IW It NON ON MM WC a'A"A�Uels atrnTrM ATrAaw To want/Trim rpm* f20a SEMI Q�1) &W AND MM rat M MM MM 0A29 xx m wW tVKMrrs aVtL DE rostM ro s lures oa e. rat Pna ago,eA-v*zw tax Nvs awt of PLRMRm re m ajSITTUR9 roz amw NMs TOLERANCE NOT EXGEEDIN6 I/8'iN 10-0 Y,4EN 1E577:D WITH A 10-0'SITRAI6HfTED6E. BRAD, SILTY SAW, CLAYEY SAND, 9 '/'914 2I51 4 TA,YLATm WC a'A/,Nab A'd91N!A otLtoeva Lar,aTtsA N DrosnE p 7. CONCRETE FOR SLABS AND FOOTINGS TO BE AIR ENTRAINED FOR COMPRESSIVE STREN6TM5 SEE TABLE R-4022. SLT`( GRAVEL ANP CLAYEY GRAVEL 21000 10 4'360 11113o 'S L3. PLACE HIRE MESH CONFORMING TO A5TH A155(6xb-IOxIO)LAPPED 6'5112E AND END5 SECURELY TIED T06EPER. (SW, SP, BM, SG, 6M AND FIG) 12 q. PLACE CONCRETE ON UNDi5TURBED 501E WITH 4'POROUS FILL,OR COMPACTED 501L WITH 4"POROUS,FILL.FILL CLAY, SANDY CLAY, 61LTY CLAY, 14 6I04 '=4 RAYTBR RA"TBZ RFgURED NUMfR E W caM6N OR 4aD � NAILS �UILI�IN� I�'L14N ��YI�W NOTE: F-.XGE55 GUTS WITH GONGRETE.REMOVE i=OREl6N HATTER AND AVOID SE6R.E6ATION AS MUCH AS P0551BLE. CLAYEY SLr, 5LT AN? SANDY SLr 11500b � 6976 5P�4 7oa-YR WIND � 5 SECOND 6IJsT 0 20 '>O A�O SLOPE sPACHNF, (N) PER HECi JOINT caNNeGTtaN T,2,3,4,a,a FOOTINGS SMALL HAVE A MINIMUM OF 3'O"COVER. (CI, NL, MH, AND CH) 7P�48 4�02 5� WWoop STRLxTURN_ f1mm TOP & COiTOM OF PANEL REgJIRVA_Wr6 NALN6 5 MAAMLIM to. ALL OPENIN66 FOR 13EAM POGKET5,UTILITIES,ETC.TO BE FILLED 50LiD WITH NON-SHRINK 6ROUT FOR SI. I POUN2 PER SqWE FOO>- = 0,9479 kN/m2 w &720 47W NAL. Rai° 11 17 11, SOiL TO HAVE ASSUMED BEARING CAPACITY OF(U TON60.FT.IF POORER CONDITIONS ARE ENCOUNTERED, a. WHEN SOL TEST ARE RF0u1REP 15Y BFLrION R401A, THE 5ft��ALL R ry°"S Or s°AUN`' 6P� 15 22 &LO�NA E MARINO GAPACITES OF THE SOL- SHALL CE PART � $srtiN� WAL nr.Ar rft0l M TAAaL,NiTm AWMMM 4W rrr (IN) 6EWRAL CONTRACTOR TO STOP WORK AND NOTIFY ARCHITECT.ALL FOOIIN05 ARE TO BE 24'ABOVE WATER OF THE RF10MMtTDATI0N5. "CC PKW oY m Asir aeATMO Txt AaLlg WW Wrat N TA" 19.2 9 IS 2-7 TABLE.IF WATER 15 ENCOUNTERED,STOP WORK AND NOTIFY ARCHITECT. b. MIE!PZ IN-PLACE 50L 5 WITH AN ALL -E MARIN6 GAPAUTY T sraRY p ne ar - - - - 11 22 33 OF L r-55 THAN I AOO P5F ARE LIKELY TO DE PFES04r AT TM 1 12. APPLY ONE(i)GOAT OF TAR BASED WATERPR00FINI6 TO EXTERIOR OF FOUND FROM FOOTING TO 2"ABOVE FINISH SITE, THE Al-ONA1� t�N6 CAPACITY SHALL DE PETERMINED aY6m WITH NAL- EX 3 3(0 Zh I Z ' 15 - SFfGlES Gi` PAAti E'DCoE 0 (a 11 17 6RAVE. 15Y A SOILS INVESTIGATION. PLES H AVN6 SPAGN6 MD W 36 24 12 -- 4:12 19.2 7 14 20 13. NO BACK FILL SHALL BE PLACED A6AIPN5T FOUNDATION WALLS UNTIL HST TIER OF FRAMING 15 IN PLACE AS PER �t'S• T Ili 3A•A -,/ _OR 0-IL 5T TO TOP 0>o,49 r np SpAGIN6 2 4 '�(0 3{ 3(O 3(° 2-4 9 17 25 R404.1.7. mm (AM RE 3 3( 3( 3(0 3� TO THE M!5T Cr THE ARGHIf('ECr E,S KN0AMX THIS CaNSTRt>✓nON 5 — — 12 4 7 10 MIMTS MD its THE 20P (EGG. AL LI6HTN6 AND MECHAWIGAL — — — 16 5 9 14 SY5r6MS ARE TO NCET OR I� THE REc�uREr. W6 SET N THE 5:12 1. REGULAR WALL130ARD: PROVIDE TYPE 111,GRADE R,a.A%1,1/21 THICK,EXCEPT A5 MAY BE 5Hom OTHERWISE ON 241` Ems. PL �, I � 3(ii 24 12 — 19.2 II 6 THE DRAWINGS. TIHREE SECOND GUST WIND SPt�D QMI'hQ uo Iw rsp No SPECIIa cP PNAILS 0 Aa� EDGE S(FFGLK GOIJr(T Y =5750 DEGREE DAYS F'LES�N6 SPAC m A`D"12~ 3 3(0 3(0 3(0 28 1 2. FIRE-RE515TANT WALLBOARD: PROVIDE TYPE III,6RADE X,GLA55 1,5/5'THICK NUJv0ER OF SD COMMON NALS OR 10 �i 3(0 3(0 3to 28 RAFTER / CELNS JOIST WALL HPJbtir D DO NALS TOE_NALED) RE0.11RE J N 6>0." MELD SPAGN6 3. WATER-RESISTANT WALLBOARD: PROVIDE TYPE VII,6RADE W OR X AS REQUIRED,CLASS 2,112°THICK,EXCEPT A5 64WONLEW ME VALUE SPACN6 (IN) (rT) EACH RAFrM ANP/cR CELN6 Jasr 2 q 3(0 3( 3{ 3(o 7:12 1( 7 SEE RE,96 f CAOU.ATIONS ATTACHED REgJRED PROVDH2 TO Top RATE CoN FCna4'��` 19.2 4 5 MAY 13E 5HOWN OTHERWISE ON DRAWiN65. 3 3/p 36 3(0 340 IZ 2� 5 (5 4. CORNER BEADS: PROVIDE METAL AISLE SHAPES NTH W1N65 NOT LE55 THAN I AND 1/4°WIDE,AND PERFORATED WINDOW 6LAZIls0 U=AO(kW) U=.'" 116 10Ip 12 3 t} (p FOR NAILING AND JOINT TREATMENT.TO BE USED ON ALL OUT51PE CORNERS AND ALL OPENIN5 . 5KMJ6HT 6LAZIN6 U=A0(Nw) lJ=.55 1 36 28 20 I2 (6 3 5 S 5. ALL WORK TO BE FORD,LEVEL,TRUE,AND PLUMB. i r oN A N rA e t L ZAMP N Ea��a p5p OR 9:12 ROOF/GEEING R=`3F(MIN.) R=68 A a ,� ,P�nLEt ro m aM ar m roEats N m Rarx ANo ct 6. BYPSUM WALL BOARD 5Y5TEM5 SHALL BE OF A TAPE JOINT AND JOINT GOMPOIM MEMO,MINIMUM 3 COATS. ,x4sr awaL.04YL at OtTM TM TAMAMP KWM Cr IOUs "YWGOD WITH NALS 6" 3 3( 3( 3/� 3{ 19.2 3 9 EXTERIOR WALLS R=15(MN.) R=19 4. TO AVP ,Pn WAM YW s rae Nvs GULL oe t rAt.tm N rl soe ar A RNMR OR a Wff SPECIES OF PANEL EDGE 2, 4 S wren rAateW To A r"4•TCP PLATE OR s Sae-NOES N EACH Se MTN rA W TO A rxor Sal PUTS PLIES HAVING SPACM MD IV �i 56 '>(0 3(o 3(0 11 FLOOR FRMIN10 R=19(MN.) R-W 6>OA9 rMP 6P'CA 2 -43�, ' (6 3(n 3� 12 3 3 5 1. ALL)ExrER1oR WALLS AV ROOFS SMALL BE INSULATED WITH ROCK WOOL INSULATION PROVIDE 2'R-10 w61D FOAM 1N5tA.ATION FOR pASEMFTlr WALL Q�RIM. N6l.LArION) R=IO(MIN) R=10 IC, 3 A EXTERIOR FOUMATION WALLS FROM W BELOW GRADE TO 24'BELOW 6RADE IF DESIRED BY CONTRACTOR OR OWER CARE SHOULD T_ ?___•- 3 3/ 3(0 36 3� 12:12 BE TAKEN NOT TO DAMAGE FOUNDATION WATERPROOFING. Sl Ab PERIMETER (z-0 17EPi Hf} R=10(MIN) R=Io 19.2 3 5 7 �'ROJEGT NAME: 3 9 2. 68ERALLY,UNLESS NOTED OTIERYNISE,INSULATE A5 FOLLOWS= ALL HVAG PIPING GONVEYlNi6 FLUIDS ABOVE 105E OR BELOW 55F ARE TO BE 6RakV YJHD MNP pMI6GL SI GT ToFROST' D T AT' 8 tilaA WNW G G KADI LLAK -q"R-30 FOR FLAT CEILIN65 I. NALIN6 RFL� RI94NI'S Ot4L DE PERMITTW To M Rmm %6% r NAL5 ARE -6.25'R-30G FOR VALA_TIED AND GADEDRAL CEILIN65 INSULATED TO R-3 OR BETTIR. LOAP 5PM 5 o rOP16RArMN SPEGIAt- pOTZME CATEGORY WCATHERN6 LIt E TFRdvJiTE TEMP Ltr1 1tYN19Nr �ruN '�r AR W-AN CLINCHED -3.5'R-15 FOR 2'x4'WALL CONSTRUCTION (� 5F1. 6115T t3i7=GT5 WIND D�5 p�H REQLFIEP HAZARD FRvZiN6 AN+LIPL 2. "2L JOINT' CaWWTIO S ARE Nor REC<1JIP.® WHEN THE RIDGE 15 %WORTBD DY A -5,5"R-21 FOR 2'kb'WALL CONSTRUCTION SUPPLY AND RETURN DUCTS IN ATTICS INSUAflD>=R-8 P ERE DUCT 15>=3 �) RE6IONI ZONE -IN INDF�' TEMP LOAF ARN6 WALL•,WADM OR RIASE CBAM DI�NtP TO RESIST TM APPLw INCHES IN DIAMETER AND>= UIL K-EIA9 I <3 INCHES.SUPPLY DI RETURN DUCTS (5 NO 6/OZAWO& 496 M19 5. VIM INTU3OAMITB SUPPORT OF THE RN TER IS PROVIDES CY VL R YA- 61"PUT•5 I I -55"R-2t FOR FLOORS (N OTTER PORTIONS OF THE BUILDING INSHJLA77ED>=R-h FOR DIAMETER>=3 w Ig5 No No No 6 SEVERE 3-d' MGDkRATE -725 R-30R FOR 2'x8 GEILiNJ65 INCHES AND R-42 FOR<3 INCHES IN DIAMETER To m OR PLRLJNS TO A LOADDEARIN6 WAIL, 111r: TAM ATFD HEEL JONr C +prTiON A WEATHERING MAY REQUIRE A H16HER 5TREN6TH CONCRETE OR GRADE OF MASONRY THAN tEGE55ARY TO SATISFY THE STRUCTURAL REWMR EATS OF THIS CODE.THE HEATFERIM6 COLUMN SHALL BE FILLED IN P4714 TIE RE911RMO T5 OWL DE I' MITTIP TO CE RERZED PROPORTIONALLY TO 3. N1103.2.1 INSULATOR: SUPPLY DUCTS IN ATT765 SMALL BE INSULATED TO A MINIMUM OF R-6.ALL OTHER EW75 SHALL BE INSULATED TO RtPUGTION IS SPAN MINIMUM OF R-b, BUILDIM6 CAVITIES ARE NOT 70 BE USED A5 PLENUMS OR DUCTS. WEATWRIN6 INDEX O.E. 'NIL�16113L.E''MODERATE'OR'SEVERE')FOR CONCRETE M DEi RMIN ED FOR THE NEATHE-RiN a PROBABILITY MAP rmewE R30t-V)l THE 6RADE OF MASONRY UNITS SHALL BE DETERMINE 4• CaMV4rION 5 ARE REt FBa FOR CELN& J015T TO CEILING JOfST LAP STREET ADDRESS: 775 MILL CREEK DRIVE FROM A5TM G 34,G 55,G 62,C 73,G qO,G i2q,C 216,OR G 652. 5, TM.LATBD "ML WK CaMP•GTIa4 9154UREME NT5 DO NOr WAADE THE AMMONA- TOWN: EAST MAR ION WIME-EMmont DUCT T7GFI7tE55 TEST RE5U.T OF<=4 GFM11o0 FT2 ACROSS THE SYSTEM OR<=3 B. THE FR05T LINE DEPTH MAT REQUIRE DEEPER FOCTIN 66 THAN INDICATED IN F16M R403.(0).THE JURISDICTION SHALL FILL IN THE FRONT LINE DEPTH COLUMN WITH TIE MINIMUM DEPTH FOOTIMfi 13FLOW FINISHETJ GRADE MELT 6F THE CFLNt=i ASHY. STATE: NEW PORK G1WOO FT2 WITHOUT AIR HANDLER®25 PA I. FLASH ALL OPENIN65 IN EXTERIOR WALLS. G. THE JURISDICTION SMALL FILL IN THIS PART OF THE TABLE TO INDICATE THE NEED FOR PROTECTION DEPENPIN6 ON NWTHER THERE HAS BEEN H15TOW OF LOCAL SUBTERR CU ANEAN TERMITE DAMAGE. TAATEP �- JOINT' CONHNrLTiON REgAzM[Nr5 A55U,NE GELIN& Jo15rs OR P05TAL CODE: IIg3g 2. CAULK ALL OPENlN65 AND JOINTS IN EXTERIOR WALLS WHIN TREMOLO"MONO'(DOLOR A5 DIREGTEDJ• PR06RA=MMABLE TIERM0 TATS ARE TO BE INSTALLED FOR CONTROL OF RAFTER TES ARE LZATEP AT' THE WHOM OF THE ATTIC SPADE WHEN O I e PRIMARY HEATING AND COOLIN6 5YSTEM57 AND INITIALLY SET BY D. THE JURISDICTION SHALL.FILL iN THIS PART OF THE TABLE WITH THE WIND SPEED FROM TIE BASIC WIND SPEED MAP 11`16URE R3OI2A(4A WIND EXPOSURE GATBSORY SHALL SE DETERMINED ON A SITE-SPECIFIC,BASIS iN JOSTS OR RATER TES ARE LDCATPP NIGHER N THE ATTIC SPACE, NO ATTIC LOTS 1000-135-03-35.1 3. ROOF 5HIN.Ar-5 SMALL BE 30 YEAR A5PHAL T AS 513.EGTM BY OWNER MANUFACTURER TO CODE SPECIFICATIONS. SrORA6E IS ASSLF" AND THE TAALATEP HM_ JOINT CaMEGTICN RI5WR13rENf6 ACCORDANCE WITH SECTION R30121A SHALL- CE INCREASM CY THE FCLLAAIN6 FACTORS: 51TE NUMBER: WA MITE WE& E. TiE OUTDOOR DESIGN DRY BULB 77EMPERATURE SHALL BE SELECTED FROM THE COLUMNS OF q7-M VALUIE5 FOR WINTER MOM APPENDIX D OF TIE INTERNATIONAL RIMIN6 CODE DEVIATIONS FROM THE APPENDIX D TA= 301111 W 15 EE FLT 0 T�ERATIJRES SHALL 13E PERMITTED TO REFLECT LOCAL CLIMATES OR LOCAL WEATHER F�iENCE AS MTERMIN E D BY THE BUiLDIN6 OFFICIAL. CELN6 HEIGHT / "m_ Dow I. srAKEaur t5 ro BE PERFORMED BY A LICENSED SURVEYOR,OR BY A QUALrF1ED SUB-CONTRACTOR. F FOR WOOD ROOFRem oa�rION 2. VERIFY ALL 61V-N """ODE REQUIRREMENTS DATA ON DRAW1N65.IF TI-LRE 15 A DI5GREPANGY,RECEIVE CLARIFICATION FROM F. THE JURISDICTION SHALL FILL iN T1415 PART OF TIE TABU WITH THE SEISMIC DE516N CATEGORY DM9ZMINED FROM SECTION 00122.1. HEIGHTS MG/H6 A ARGHlTEGT/EN61trT ER PRIOR TO PROGL T21NI6. P S AAG 6. THE JURISDICTION SHALL FILL IN TH15 PART OF THE TABLE WITH(A)THE DATE OF TIE JURISDICTIONS ENTRY INTO THE NATIONAL FLOOD INSURANCE PR06RAM(DATE OF ADOPTION OF TIE FIRST CODE OR ORDINANCE OR = T T FACTORS S 3. EXCAVATE AND BACn9LL FOR WORK INDICATED ON DRANNIC/o STOCKPILE TOP501L OBTAINED FROM STRIPPING MANA6EMENT OF FLOOR HAZARD AREAS).(B)TIE DATE•(S)OD THE CURRENT STEC77VE FIRM AND FBFM,OR OTTER FLOOD HAZARD MAP ADOPTED BY THE COMMUNITY,AS MAY BE A4 CED. s I/2. 2 T RUCTUAL FASTBNEkZ SPACING I/3 1,5 DRIVEWAY AND BUILDING SiTE.STOCKPILE ALL EXCAVATED MATERIALS. FASTf?!ER TYPE R IN ACCORDANCE WITH SECTION RgO52.7.1,ROg5.43.1,Rg055.3.1,R405.73,1 AND R905b.3.t WHERE THERE HAS BEEN A HISTORY OF LOCAL DAMA6E FROM TIE I�FEGTS OF ICE DAMMlN6,THE JURISDICTION SHALL FILL N I�3 1.33 4. NEW AND EXI5TIN5 BACK FILL MATERIAL ARE TO BE FREE OF HRD5,TREE ROOTS,ROCKS,AND DEBR15.ALL SURPLUS PANEL SPAN 4 AN : < PANEL 6 FOOT < PANEL THIS PART OF TIE TABLE NT'H`YES".OT ERWiSE,THE JURl5DIG77ON SHALL FILL IN THE PART OF TIE TABLE WITH'NO' Ir s 4 Four SPAw S 6 FOof SPANS$ FGor I/5 1.25, MATERIAL THAT 15 UNSUITABLE FROM BACK FiLL MATERIAL SHALL BE RB40VED FROM SiTE. 2 TO mm WPM � � � I. THE JURISDICTION SHALL FILL IN TH15 PART OF TIE TABLE WITH TiE 100 YEAR RETURN PERIOD AIR FREEZIN&INDEX OF DAY5)FROM F16URE R4033(2)OR FROM THE too YEAR(qq PERCENT)VA!I E ON THE NATIONAL 1A IZ 5. PROTECT TREES WITHIN ElOW FEET OF THE BUiLDIN6. „ LAO SCREW I� Ib" CLIMACTIC DATA Ce(TER DATA TABLE'AiR FREEZIN&INDEX-05A METHOD(BASE 32"F)" I�IO III D PROJECT NUMBER: 2022-0021 rat t Nai-mAta4 J. TIE JURISDICTION SHALL FILL IN THIS PAST OF TIE TABLE WITH THE MEAN ANNUAL TLT1PtRATtJRE FROM THE NATIONAL CLIMACTIC DATA CENTER DATA TABLE"AIR FRIEZiN61WEX•�15A METHOD(BASE 32'F)' 't C INITIATED DATE: 03/OI/22 p K. IN ACCORDANCE WiTH SEC W SECTION R3012.15, ERE TWRE 15 LOCAL HISTORICAL DATA D06UMEM•IN6 5TRZ71 RAL DAMAGE TO EVIL DIN65 DUE TO TOP06RAPHIC WIND 5PEEV4 P ITS,THEPJ J501CTION SMALL FILL IN '�~ ��� �' '���rt' DRAWN BY: 5BA A Tna THEE Is PAa9 ON IV t=Ri WW a°ema APO A r-Mr hM Raa'tlWW. THIS PART OF THE TABLE WITH YES,O7H13RWL15E THE JURI5DIG770N SHALL INDICATE NO IN TH15 PART OF THE TABLE A` (:"� A MSTM"awl,x IWA iM AT arONO erns a•m Taro srfgvnp4-Pans C Gj <� CHECKED BY: 53A e,MM GOREM AVE mr NMW I A K*UUM rWTF -CC,w mr a1N1°E q' �' L. IN ACCORDANCE WITH F16E R3012(4)A,WERE THERE 15 LOCAL HISTORICAL DATA 00CR-UMN&HJMWA'1L WIND COWIT0a Ti•E JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH YE5 AND IDBNT(FY ANY DRAWING NUMBER: W" MMM MM t:Ag9 a"MrEer Eat wro aPetM re THFM axac SPECIFIC REQUiRET EATS.OTHERWSE LIE.NJRISDIe110N SHALT_INDICATE N0 IN 1Ni5 PART OF THE TABLE. AM, 0 Aft AT& Aft A% ous ww vaa Irte o n RyOt�(4)awl >K aad4lRTm ro rAsr�+T NZWNa vtua n es ILtMFi TAM""A M, IN ACCORDANCE WITH F16VRE 3012,12.1 THE JURISDICTION SHALL INDICATE THE WIND BORNE DEBRIS WINE ZONE(5).OTHERX15E THE JURISDICTION SHALL.INDICATE NO IN THIS PART OF TIE TABLE. ,A L: 1 11 N. 77E 6ROlMD SNOW LOADS TO BE USED IN DET5ZMININ6 THE M16N 94OW LOADS FOR ROOFS ARE 61VEN IN F(6URE R3012(5)FOR SITES AT ELEVATIONS UP TO 1000 FEET.SITES AT ELEVATIONS ABOVE 1000 FEET �� r�3 76 j1 0q` • Uv SHALL HAVE THEIR 6ROUND 5NOW LOAD INCREASED FROM THE MAPPED VALUE BY 2 PSF FOR EVERY 100 FEET IN IE EVATTON ABOVE 1000 FEET. N PAGE: 3 OF q So T E Vff E "Aft F F E L T CONTRACTOR TO UTILIZE ARCHITECT 6ALV 51MP50N 5TRON67 TiE GONNEGTOR5 OR PHONE: (631) 553-6333 APPROVED EQUAL PO BOX 762 GREAT RI1/ER, NEW YORK 1173q b ° LSTA21 ° 3 ° ° GON5ULTANT: p O ° LSTA24 ° O H8 D O UPLIFT ANGHOR5 NOT o0O ° H 8 H NEEDED IN THI5 AREA H8 - ° ° (EXGEPT 51LL ANGHOR5) 0 °° 0 SEP 1 3 �t 21 I 0 ° e ° o � ° °o O° ° i 1 _ a H8 0 ° 0 Southold IOWn A3 ` `~ ° H8 ° Board FT_ __ 0 ` o ° 0o 00 ° ®HH4 °0 MTS30 51 N(5LE-STRAP HH4 ° i APPLICATION ° I ®° PLOT PLAN (MULTiPLE5 ° MAY BE U5ED) °° LSTHD8 HTT5 FRAMED OPENING REQUIRED SP4 REQUIRED CRIPPLE STUD STRAPPING REQUIRED STRAPPING AT RAFTER SILL STRAPPING DETAIL WITHOUT CRIPPLE AT FRAMED OPENING PLATE STUDS NO. DATE DESCRIPTION 01 0&26/22 155UEO FOR REVIEW NOTE: REFERENCE BUILDING PLAN FOR NOTE: REFERENCE BUILDING PLAN FOR 02 10/12/22 155UE0 FOR FILING PFS MODEL AND FRAMING MATERIAL TYPE. PFS MODEL AND FRAMING MATERIAL TYPE. 4" S2, TYP. 03 02/08/23 155UEP FOR 560H FILING ' 04 06/15/23 REVI5ED FOR TRU5TEE'5 FILING 1 4^ — 05 08/12/23 REVISED FOR TRU5TEE'5 FILING • BD(11.25" BD (11.25* 06 Oq/2q/23 REVI5EP FOR TRUSTEE'S AMMENOMENT MIN.) MIDI. 1 Yz" • S1, TYP. • CW B2 CW CW CW W (9.25" MIN.) S1, TYP. PW (9 25" MI ) COLUMN AND BEAM ASSEMBLY (9.25" MIN. (3.5" MIN. S1, TYP. COLUMN/ COLUMN BEAM H1 ROW 1 MNO MATERIAL TH THICKNESS BEAMFA(IN.)2 FASTENERS SpApNG, FASTENERS SPACING, W1 (IN.) / ROW / ROW S1, TYP. St (IN.) S2 (IN.) LVL 3 7� (2' - 18') (2' - 18') O.t62 x 3 Y2 4 10.5 2 16.0 SINGLE—WALL PORTAL LENGTH DOUBLE—WALL PORTAL LENGTH DF/SP/SPF/H 0.162 x 3 EQUATIONS • • • EQUATIONS S�• T� PFS12 F' 3 Xz 4 9.0 2 16.0 • _._..... ..._...TALL COLUMN (C1 DF/SP/SPF/H ) = H1 + BD — 1 TALL COLUMN (C1) = H1 + BD — 1 " F 3 0.148 x 3 4 9.0 2 12.0 ., SHORT COLUMN (C2) = H1 — 1 SHORT COLUMN (C2) = H1 — 1 18^ LVL 3 O.ts x 3 3 10.5 2 16.0 BUILDING PLAN REVEN NOTE: �• 1 LONG BEAM (B1) = Wt + CW + PW LONG BEAM (B1) = W1 + CW + CW 1 SHORT BEAM (82) = Wt + PW 1 SHORT BEAM (B2) = W1 � W223E'b MA D 9B T1TUIV R IAILS AT9A0 1: 2 S 16.0 RE FVEgQF F P 3 0.148 x 3 3 1 9.0 1 2 12.0 NOTE: EVERY *LEGEND H1 FOR THE PFS FRAMING IS THE OPENING * H1 FOR THE PFS FRAMING IS THE OPENING OTHER ROW HEIGHT MEASURED FROM THE TOP OF CONCRETE AT LEGEND HEIGHT MEASURED FROM THE TOP OF CONCRETE OF NAILS IS INSTALLED ON H1 = OPENING H1 = OPENING AT THE HOEDOWN LOCATION TO THE BOTTOM OF BD = BEAM DEPTH THE HOEDOWN LOCATION TO THE BOTTOM OF BEAM. BD = BEAM DEPTH HEIGHT OPPOSITE SIDE. ACTUAL OPENING HEIGHTS WILL VARY DEPENDING HEIGHT BEAM. ACTUAL OPENING HEIGHTS WILL VARY CW = COLUMN W1 = OPENING FOOTING TYPE. TAKE CURB HEIGHTS INTO CW = COLUMN W1 = OPENING DEPENDING FOOTING TYPE. TAKE CURB HEIGHTS WiDTH WIDTH CONSIDERATION WHEN CALCULATING COLUMN WIDTH WIDTH INTO CONSIDERATION WHEN CALCULATING COLUMN PW = POST WIDTH LENGTHS. IPW = POST WIDTH LENGTHS. SINGLE WALL PORTAL INSTALLATION DOUBLE WALL PORTAL INSTALLATION BUILT-UP COLUMN AND BEAM NAILING 1 X" 1 X" h" TYP. � - 81 1 � - -- . `� TABLE 1-1264 TRU55 IDENTIFIGATION 516N LOGATION5 1�"i , " .• Y4" TYPI 82 4x4 519n location 51gn placement ' TALL COLUMN (C1) TALL COLUMN (Cl) Exterior buildin entrance Attached to the door,or attached to a sidelight 9 9 FRONT FRONT C2 C1 doors,exterior exit or the face of the building,not more than 12 discharge doors, inches(305 mm) horizontally from the latch side ' ; Y4" TYP. ABW44Z and exterior roof access of the door jamb, and not less than 42 Inches :t ;:., ROMAN ALPHANUMERIC doors to a-stairway D1=51GNATION OF B1 ay (1061 mm)nor more than 60 inches (1524 mm) above the adjoining walking surface CON5TRUGTION TYPE PROJECT NAME: BA5ED ON SECTION 602 PFS-HKS \ Exterior building entrance Attached at each end of the row of doors and OF THE BUILDING CODE OF o SINGLE-WALL doors,exterior exit d a maximum horizontal distance of 12 feet '" ? :. ��A®I `,L A K ff PORTAL NEW YDRK STATE e discharge doors, g z . .N . ..,, (3.65M)between signs, and not less than 42 SHORT COLUMN (C2) and exterior roof access ` • CENTER STRAP doors to a stairway inches(lOb7 mm)nor more than 60 inches (1524 TYP- y mt4 above the ad�olning walking surface. s, X" ON POST, c� ..'�.''` AUUI�' r-ONE SIDE ONLY Fire department hose Attached to the face of the building,not more ' ,°, r y ., REFLI=GTIVE WHITE BACK .q ,. y:, C2 C1 connections than 12 inches (305 mm) horizontally from the : COLUMN-TO-BEAM -MOMENT SINGLE-WALL PORTAL center line. of the fire department hose -4 . connection, and not less than 42 Inches (1067 STREET ADDRESS: 775 MILL CREEK DRIVE CONNECTION DETAILS POST-TO-BEAM DETAIL s, " ' " kN TOWN: EAST MARION mm)nor more than 60 inches (1524 mm) above the -"' COLUMN—TO—BEAM MOMENT CONNECTION INSTALLATION adjoining walking surface. 1. CONNECT THE BEAM SUB—ASSEMBLY TO THE COLUMN SUB—ASSEMBLY STARTING WITH 12" TALL, FULL—WIDTH STATE: NEW PORK WOOD STRUCTURAL PANEL PFS-HKD `' N5, t,,. "` F05TAL GODS: llg3q THE SDW SCREWS (PROVIDED), AS SHOWN. _ _ _ r:,. 1000 135 03 35.1 „ a ,, F 6.' �_. LOTS 2. INSTALL THE PFS-MCS STRAPS USING 0.148"-DIAMETER NAILS (2 Yi MINIMUM LENGTH). SHIM BLOCK, MIN. DOUBLE-WALL ' ;;,,, ,t f'$4.• ",3,,fr, yty .r _.„�wrp�t..;••,.fi - ,w% .'.: ".5. •: .3 THE STRAPS MUST BE INSTALLED HORIZONTALLY ON THE TALL COLUMN (Cl) SIDE AND Yz NOMINAL PORTAL "h k a ... LY ON THE SHORT COLUMN C2 SIDE, AS SHOWN. VERTICAL ( ) "F" FLOOR FRAMING, _ a. SITE NUMBER WA STRONG-DRIVE 10x2 Yi" (SD10212) CONNECTOR SCREWS (NOT PROVIDED) MAY BEICA NOS # INGL4IDING GIRDERS {` FOR THE NAILS. : - .`,: SUBSTITUTED 0 AND BEAMS '` COLUMN-TO-BEAM CONNECTION 2X SOLID SAW N ASSEMBLY WITH SHIM BLOCK AT HOLDO - '' `m' :t ROOF FRAMING „ 516N REQUIRED FOR TR" FLOOR AND ROOF FRAME DWELLING WITH FRAMING BIRDERS $ BEAMS IN e x re: FLOORS AND GEILING5 TRUSS IDENTIFICATION SIGNk : . °`S. � `. PROJECT NUMBER: 2022-0021 v ,Iy E®�, COMPLIANCEIT 1 I CR PART 1 ` "`' < i/2° 't �C" INITIATED DATE: 03/0l/22 B STROKE i/4j'° � B •q,���? DRAWN BY:`` �S� 5BA ys :. DESIGNATION FOR l� 6j� �'� n CHECKED BY: 59A 5TRUGTURAL COMPONENTSf I DRAWING NUMBER: THAT ARE OF TRU55 ,k GON5TRUCTION EXAMPLE 516N 5HOWN ABOVE � 1,\ Ott = s ot"J", 376 P N�� PAGE: 4 OF q to" 6-1 1/2° STEVT AFFELT CONSTRUCTION NOTES 128'-4 112" 3 H ±17'-f 112" e- ------— ----------- ARC m m lw" E A`; 61 6ENERAL - REMOVE EXISTING FINISHED FLOORING THROUGHOUT. INSPECT 5(BFLOOR, -23 REPLACE ANY DAMAGED PANELS. NEW WOOD FLOOR WERE INDICATED. ------------------------------------- 62 GENERAL - KITCHEN AND BATHROOMS ARE TO RECEIVE CERAMIC FLOOR TILE r---------------------------------- PHONE: (6231) 553-6333 CEMENT BOARD BASE. COLOR AND TYPE To BE SELECTED BY OWNER. ———————————————————————————————————- 63 GENERAL - BATHROOM5 ARE TO RECEIVE MOISTURE RE515TANT GYP BD IN ALL NEW 3,500 P!5I POURED PO BOX 7692 GREAT RIVER, NEW PORK 1173cl OTHER AREA5. PROVIDE TILE UP 4'-0" ON ALL OTHER KALL5 WITHIN BATHROOMSW CONCRETE 2" TH CONCRETE EX15TIN6 DWELLING 15 TO BASE TILE AND CAP TILE. RAT SLAB OVER BE LIFTED AND EXISTING Lf��E6CE OWNER. M POLYETHYLENE 10 MIL5 CRAK-5PACE 04 KITCHEN CABINETRY COUNTER ARE TO BE 5ELEGTEI? B`(0 R- PLU BER 15 TO CMU FOUNDATION KALLS, REMOVED THROUGHOUTMAKE FINAL CONNECTIONS AND PROVIDE ALL FAUCET5, 51NK5, 5HO ER TRIM ETC.ALL U- CONSULTANT: AND FOOTING ARE TO BE To BE SELECTED BYOWNER. KITCHEN 15 TO RECEIVE BACK5PLA51-1 TILE, 5ELECTED BY OWNER AND IN5TALLED BY CONTRACTOR. 6ENERAL - ALL EX15TIN6 EXTERIOR KALL 5HEATHINO 15 TO REMAIN UNLE55 I?AMA6EV —II - — - — - 05 - - - - - - IiIIIIIIII I IIII I II „'" aII IIIIII!II I Ii 1 I �'►b",f O.G.,'S 1' z�_�, �II(('��—II ———————————————————————————3 ------ 45MIN AND PqALL5. DOORS, ARE TO BE C-6 MECH ROOM 15 TO BE IHR FIRE RATED CEILINC ----------- RATED. . r------------ 6-7 REMOVAL ALL REMAININ6 6(P WALL 00. NEW CLEAR CEDAR PANELINOTHROU6HOUT 1, If - mNO"�IIIIIIIIIIiII II I I F-------------------------- DhELLINOU.O.N. FILL EXTERIOR WALL CAVITIE5 W 5PRA(FOAM IN5UL- EGUIV TO 4 1 3 20 2 4 R20 OR GREATER UP ff NEW EXCAVATED 2X8 EX15TINC DA5EMENT FJ5 @ 1611 Southold Town Lt- 5TORAC7E If O.C. Board of Trustees EX15TIN6 DWELLING 15 TO SYMBOL LEGEND T7 RECREATION 5PACE 1z BE LIFTED AND EXISTING NON-HABITABLE V, -i OMU FOUNDATION WALLS r-F-G5-1 NOTE TAC, 1z NEW PARTITION (FULL HEI&HT) REMOVED THROUGHOUT ROOM AND FOOTINOARE TO BE EXISTING 2X8 FJ 4,71 NEW RATED PARTITION ROOM TAG EXISTING PARTITION TO <�>- PARTITION TYPE TAG x RECEIVE NEW 6YP BOARD LU NEW(3) 2XI0 NEW(3) 2XIO x EX15TIN 6 RELOCATED U PARTITION TO R PLOT PLAN REMAIN E--4- - - - - - X'-X" CEILING HEIrHT L------ NEW 3,500 P51 EX15TINO DOOR TO DATUM CONCRETE&" TH EX15TIN6 2X5 REMAIN CONCRETE FOUNDATION FJ15 @ 161, SECTION L WALL W#4 VERTICAL EXI5TIN6 DOOR44ALL TO NA-1,7 p O.C. MARKER BARS @ 32" O.G.$ #4 BE REMOVED V EX15TINC, 2X5 FJ'5 HORIZONTAL BAR5 @ Ib" @ O.C. CRAK- 5PACE NEW DOOR (SEE -5,1-HEOULE) 4 A-1 2 ELEVATION INDICATOR SMOKE DETECTOR I r MEN= 77717777 NEW 3-1/2%P 5TL LALLY EXISTING DNELLIN6 15 TO BOILER ROOM r-NEk4,3,500 P5120W I 7 U----- CONCRETE FOOTING COL ATOP 5A6"TH BE LIFTED AND EXISTING L J K/2"X4" KEY AV #4 5TEEL BASE PLATE CHU FOUNDATION NALL5 ANCHORED TO NEW 4P00 AND FOOTIN6 ARE TO BE I EXISTING DWELLING BARS @ &" O.G. F51 CONC, FOOTING W 112" 15 TO BE LIFTED AND -------- Q) REMOVED THROUGHOUT EX15TINO CMU OIA, x WLON,67 NEW #4 I TT7-77-1—r— BARS @ &" O.C. EACH WA( 1 FOUNDATION WALLS AND FOOTING ARE -+q'-& 114" AI ±7'-Il 114" c6RIPTION TO 13E REMOVED UY) L--- ------- --------- ------ NO. DATE DE- 01 OL3126122 155UE-0 FOR FL I02 10112122 155UEP FOR IN6 THROUGHOUT L-----------------------J L --------- L--------------------- 03 02108123 155UEDFOR5601-IFILIN& L----------------------- -7 125'41/2 04 ObA5123 REV15ED FOR TRU5TEE5 FILINC L———————————————————————————————————— -7 -1011 too]_ L—————————————————————————————————————— (91-1011 31-211 05 05112123 REVISED FOR TRU5TEE5 FILINC-7 16-c5 112 e- 06 Oql2ql23 REV15EO FOR TRU5TEE5 AMMENDMENT PROPOSED CELLAR PLAN EXISTING CELLAR PLAN 3 ...-SCALE 1 /43)=l )-Ojp -11112 -11 112" SCALE 1 /4"=V-0" 5' 4' -11314" -4 114 3� El F� CH245 CPq245 CK245 CPq245 NEW 6 (2) 2XIO (2) 2XIO (2) 2XIO (2) 2XIO 1� < ENCLOMP PORCH < T 5TONE FLOOR, CLEAR 7yp FOR2c5"1001- REMOVE EXISTING KNEE WALL % 30" KNEE WALL CEDAR WALLS AND 30" KNEE WALL CEILINGS BUILDIN6 PLAN REVIEN NOTE: b 112" b 11211 REMOVE EX15TIN6 PARTITION NEN 26X 6'5 3`-1 112" 7i-2 6�-10 314" 71-211 21 lo WALL, TYP FOR 5YMWL (2) 2X12 HEADER ill (2) 2X12 HEADER (2) 2XI2 HEADER 7j- 6'-O"(P METAL SPIRAL j 5TAIRCA5E TO aMPLY REMOVE EXISTING DOOR, T�(P W R311.7.10.1 FOP, 5-(MB0L -- - - - - - _-�_ On- XryO" O (C`O J�- - ........... .......... J .. ....... .......... ........... ------------ r NEN 5TACKED 5TONE FACE W ........ CHIMNEY F7 - --- ---------....... MANTLE . ................. ...... V\� ............. ............ ................... ........... z F7 NE� ,�2,,X 6 V\j LIVI ROOM ............ LINE OF OVERHANG LIVIN6 ROOM ABOVE 5TONE FLOOR,CLEAR =7 f3AfHROO- CEDAR KALL5 AND Lr) -BATHROOM -------J1 I c'm I— TILE FLOOR P CEILIN(55 ------- -7d r7YP 01? \�z KALL5 UN4EATE2 (2) 2X12 STORAGE(2) 2xI2 (2)2X12 NEN 4X ' I HEADER HEADER HEADER .......... .... ..... ..... ........ .................. PROJECT NAME: BEDROOM k4A5HER KADILLAK IL BEDROOM kqOOE? FLOOR ;*161 x DRYER C-7(P 00 WALLS x A r% loft& 01 1 KITCHEN p AUDITION 6 TILE FLOOR 6yp ar? Uj KALL5 5TREET APPRE.55: 775 MILL CREEK DRIVE TOW EA5T MARION 5TATE: NEW '(ORK qT P05TAL CODE: LOTS 1000-135-03-35.1 cn- BEDROOM HOOD FLOOR 51TE NUMBER: WA ;4ALL5 REMOVE EXISTING 6(P J30 REMOVE EX15TIN(5 MILLWORK PLUMBING FIXTURES 2 REMOVAL PLANS AND NOTES LINE OF OVERHANG N i—m im— Fm-m im— TH3046 TkOO46 ABOVE LA L - - - - - - - - - - - - - - - - - - - -0021 PROJECT NUMBER: 2022 10 ED O, - - - - - - - - - - - - - - - - - - ........... ±2,5'-4 112 INITIATED PATE: 03101122 X 'qA1, DRAWN f3'(.- 5BA ±34'-O 112 0- ............... ............ ............. KEP E3(: 53A CO GHEr DRAWING NUMBER: 01 20 4 8' PROPOSED FIRST FLOOR PLAN X r;L F .7 9 I 2024 17 .7 Ff� Lj L �J F .7 i-1 mom= LIT,! FIRST FLOOR REMOVAL PLAN 4 >1 0, A I 0"k0o" *0ft 0% SCALE = 1/4"=V-0" 1/499 1 1-011 SCALE 1/4"=V-0" Op 4.1 PAGE: # OF 7 loom CONSTRUCTION NOTES I 6LA55 ALUM RAILING ST EVE AFFELT 5nTEM. COORDINATE .................. ................-..................... ............................................... ......................... .......... ............ .................... ........................... .............. ....... . WITH OWNER CI GENERAL - REMOVE EX15TIN6 FIN15HEP FLOORING THROUGHOUT. IN5FEGT 5U3FLOOR, REPLACE ANY DAMAGED PANELS. NEW HOOD FLOOR WHERE INDICATED. o�Lcowr 02 OENERAL - KITCHEN AND BATHROOM5 ARE TO RECEIVE CERAMIC FLOOR TILE FLAT DECK EDFM ARCHI Cc........................................ ................. .......................................................... ......................................................... .............................. ................................... CEMENT BOARD f3A5E. COLOR AND TYPE TO BE SELECTED BY OWNER. WATERPROOFING MEMBRANE W 63 GENERAL - BATHROOM5 ARE TO RECEIVE M015TURE RE515TANT GYP 00 IN ALL I PEPE5TAL PAVER 5(5TEM OTHER AREAS. PROVIDE TILE UP 4'-O" ON ALL OTHER HALL5 WITHIN BATHROOM5 W PHONE: (631) 553-6333 BA5E TILE AND CAP TILE. .............. PO E30X 7692 G4 KITCHEN CABINETRY AND COUNTER ARE TO BE 5ELECTED BY OWNER. PLUMBER 15 TO 6'-O'V METAL SPIRAL BALCONY ACCE55 OREAT RIVER, NEW -(ORK 1173cl MAKE FINAL CONNECTIONS AND PROVIDE ALL FAUCETS, SINKS, SHOWER TRIM ETC. ALL STAIRCASE TO COWL( BRIDGE WI 36" HIGH To BE 5ELEOTED BY OWNER. KITCHEN 15 TO RECEIVE DACK5PLA5H TILE, 5ELEOTE0 R311.7.10.1 f-b" METAL RAILIN6 51DE BY OWNER AND IN5TALLED BY CONTRACTOR. MOUNTED TO BRIDGE. C5 6ENERAL - ALL EX15TIN6 EXTERIOR HALL 5HEATHIN6 15 TO REMAIN UNLE55 DAMAGED CONSULTANT: 069 MECH ROOM 15 TO BE IHR FIRE RATED CEILIN5 AND HALLS. POOR5 ARE TO BE 45MIN BALCONY ACGE55 RATED. BRIDGE W 36" HIGH Cl REMOVAL ALL REMAINING 67(P HALL 00. NEW CLEAR CEDAR LAP BOARD WALL5 AND METAL RAILIN6 510E NEW STACKED 5TONE I ON ol CHIMNEY FACE W CEILIN67 THROU6+IOUT DWELLING U.O.N. FILL EXTERIOR HALL CAVITIE5 W SPRAY MOUNTED TO f3RIDC-7E.--\\ OPEN TO BELOW MANTLE rc F7 FOAM IN5UL. EGUIV TO R20 OR GREATER 0 F7 CLEAR CEDAR LAP L�j BOARD CEILINC, Dj L F7 1 3 2024 NEH 2XIO @ NEN 2XIO @ KNEE HALL RR5 16" O.C. RR 16"O.C. Southold Town Board ot Trustees SYMBOL LEGEND NEW PARTITION NOTE TA6 EX15TIN65 CHIMNEY TO (FULL FEICK) rROOM NEW RATED PARTITION 13E EXTENDED To F—m I ROOM TA6 S' COMPLY WITH R1003.61 EXISTING PARTITION TO PARTITION TYPE TAC-7 RECEIVE NEW GYP BOARD 5-1/4 X 5-1/4" 6LULAM NEW 2XIO @ EXISTING PARTITION TO R RELOCATED RRS lb" O.G. KING TRU55, TYP OF(4) REMAIN CEILINC, HEIGHT NEW 2XIO @ EX15TIN6 DOOR TO DATUM RRS lb" O.C. PLOT PLAN REMAIN (2) NEW VELLUX VCE 224b 5Kn I OHT SECTION EX15TINC-7 DOOR/HALL TO Q) MARKER 41 BE REMOVED ED F - - HOOD FLOOR NEW DOOR CLEAR CEDAR LAP ELEVATION I (5EE 56HEDULE) 4 A-1 2 130APD CEILINO INDICATOR L_ - - _j _j SMOKE DETECTOR 4 ........... EAVE NEW VELLUX VCE 2230 .............. L EAVE SKYLIGHT ............... TILE 1 5,0_..1...f i................... THROOM OR CL05ET FLO FM ........................... CV-11 114" 2 ol 3-cl 112" !31`!& 5'-15 501 3'-lq 112" ±251-711 NO. DATE DESCRIPTION 2-2XIO 2-2XIO 01' 05126122 155UED FOR REVIEW 02 10112122 155UED FOR FILING 03 02/05/23 155UEO FOR 500H FILING 04 06115123 REVISED FOR TRU5TEE5 FILING 05 OL3112123 REV15ED FOR TRUSTEE'S FILING 3 PROPOSED SECOND FLOOR PLAN 062 Oq/2q123 REV15EP FOR TRU_5TEE5 AMMENDI-ENT SCALE 1/4"=V-0" F----------------------------------------7 -- — — — — — — — — — — — — — — — — — — — — — -- — — — — — — — — -- — — — — - -- - — — — — — — — — — — — — — — — -- — — — — — — — — — — — — — - -- --- - — - -- EX15TINC, ROOF OVER PORCH 1-5 APPLY 6RACE ICE AND TO BE RE-BUILT WITH NEW HATER DAM A5 ROOF RAFTER5 REGUIRED TO EX15TIN(5 AND NEN ROOF ALUM FLIA51,11NO AT I SOMEONE .......... ————————————————————————————————————_'I' ...... ......... ............ ..... BUILDINO PLAN REVIEN NOTE: EAVE5 - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - .......... - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - t 1_ F-1 . ......... .......... DOUBLE LINE INDICATE-5 HALL .......... .. ........ BELOW ..... ..... ............ .......... .......... ......... .......... ..... ........... .. ........ .......... .... ... ... ........ .... . ........... i ....... ........... ........ ...... ..... ...... ....... ...... ........... T .......... ............ ......... ......... .......... ...... ......... ........ . ......... .......... ........... ........ ........... ............ ......... ........ .... ........... .......... ........... .. ....... .......... .......... ........... ...... ........ .......... .... ......I I ............. ..... ........... ........... .... ..........I........... . .......... .. .......... .......... ............ . ..... .............. ........... ....I . .......... . ........ 10— ...... ........ ........... ........... ........... ...... ........... ........... 1`71 -- --------- 1`71 . ........... ........... v\j 74i , li I-. t I'll < ....... ....... 1`71 0. .......... ........ ..... .. . ........I .......... - - ...........I ........ ....... ......... ............ 1............. ........... .......... ......... .... ...........---1 -1 -- -.-- <............ ......... . ......... ........... ........... ......... ........... .......... ........ . ......... . ..........I .......... ........ . ........... ........ ......... ........... F..................... ... .......... .......... . ..... . .......... ....... CHIMNEY 15 TO REMAIN .......... .... .......... ........... ........... ......... .......... ... ........... ....... .. .......... ..... .......... . .........I. ..........z . .......... ..........-T ..... ....... ......... ........... ........... ..... ........... .......... .......... ......... ... ........... ............ .......... . 4 ...... I EX15T 2X6 x ...... ......... ......... ........... RR5 lb" O.C. .... . ...... .. ....... ...... ............h .. ........ ......... .......... .......... ...... ... . ...... . ........... 4 . .........F, . .......... PROJECT NAME: .......... ---- .... ......... ................ ------ ........ ........... ........ ...... .... ......... (2) NEW VELLUX VCE 2246 o_l :J NEW 2XIO @ -- NEW 2XIO @ _hL I I........... ... ........ . ........ _5K(LIC7HT5 4 t .......... 7w (911 O.G. 17" RRS lb ........... . ....... RRS I O.G. ............ ....... ... KADILLAK ......... ....... 71- ... ........ ....... ...... .... :� ............. . ...... . .......... . . ....... ...... ........ .... ... . .......... ............................... J I,1: ........... _4 J[ I .......... U U N A ITIO e-. F 7 ........... EXISTING ROOF OVER ..... . .......... _d . ....... STREET ADDRESS: T5 MILL CREEK DRIVE L_ __j 7E 15 TO OUTDOOR 5TORA C- .......... . . . . . .......... REMAIN .... ........ TOAN: i. EAST MARION It Fl. ..............[7-- . ....... ............ ......... ...... ........ 5TATE: NEW '(ORK ....... ....... P05TAL CODE: ........ ........ IIq3q --E......... .. ..................... .......... .. ................ ...... . ........._..._.-.1........I LOT5 1000-135 ---- ---- -03-35.1 .. .......... ........... ........ S14 .. ..........i ....... ........... ........... 5ITE NUMBER: EXISTING ROOF AND ROOF111-011 WA ............ ..........1-0 ..... . ...... J_ RAFTER-5 ARE TO BE REMOVED. Q) .... ...... ...... NEW 5ECOND FLOOR AND A-FRAME ROOF TO BE ... ....... 2 VN K UN r N ......... .......... .......... c STmUCTI `& ` m mLAO' IS .... ...... ............. jv- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --N� I INSTALLED ... ........... . .......... 7 ..... ........... ---—--- ........ ..................... _7 ......... ........ — -- — — — — — -- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ANU NUTEb ........... .............. . ........... ....... ......... ......... --`-------- ............ . . . . . . iz----------------------------------------�j ........... .... ..... j - - 1 _-L Ff) 1_ L Ll . ........... ... . .... A ........... .. .. ....... L CONT. R106E VENT W EDA PROJECT NUMBER: 2022-0021 INITIATED PATE: 03101122 B. 11 DRAWN E3(: 5BA CO CHECKED E3'(: 55A FIRST FLOOR ROOF REMOVAL PLAN PROPOSED SECOND FLOOR ROOF PLAN of 21 4 8) DRANIN6 NUMBER: A AN 0& M 4% Aft I LLL:�] WOOD HEADER HEADER &S! SCALE V SCALE 1/4 =V-0 7 1/4"= -0" 2 1/4*2 1'-Opp " " Q76 lul UU OF N PA6E: #OF I T.O.R106E ___.____.--,_,_,,,_,..._._____. _ _..... _.. __...................._....................................-----------___.__ .................................................................... ..................................... ...................-..-......-..-....-......-..-......-....-.-..--..-............................................................. ::.........-: :-...::::.::::.:::.:................... -::..—.....—.....---:r....--.........................-:.::,:-::--_._.__....... _:.........._........_... ...... .................. .................. ___ ___ __.__..__..._____ __..._.....--.._..._......._........._......._.._ .._._.._......__— _. __.._..__—..- __...._...... .. ............._....................._...................__..................................................... ST EVE AFFE LT 3 _.---............._....................._._...._................ _..._——__,_. _ ---------- EXI5TINC CHIMNEY TO ------------------------------------------------ .... --------------- _::_::........................................._.__............... X 5rIN6 CHIMNEY TO BE EXTENDED TO ARCHITECT _.._...._ _..__.._,_.------.,,,,_-___..........-_._.--_ BE EXTENDED TO COMP Y WITH RI003.a L _......................__..............................................................................................._...................................................................................... ........................................... .... . ................................... __ COMP LY WITH R1003.a !I , i ............................. ............_................................................................................................... ...... .................................................................................... ! 12 ................... ._.............._...._.................................................................................... LASS ALUM RILING 12 ....................... COORDINATE _................................. SYSTEM 8 8 Ej 8 8 8 8 q ....... ............. , .,_.___________ _ _.__,....,,,,.,. _.._ _.___ _,.,.___________.______..___._,____._ WITH owNER GR T RIVER, N)=W YORK 1173q ______ _____________,.__..___..,_................._._...__...._ ____.__..-..______._______------_„_—.__.__, _.__ BA.2ND FL WINDOW HEAD -----------_,,,_-----____..._------ ____..__.___ _--_--___._ _____—____..._......---....._..__ _.__......_................__ —_ __..___ 8.0.20 FL WJNDOW HEAD _.___........_.___-- __............_._--_--._......_.....__._....,,,,__ _____ __ 15 4-14 CON . _..._...__ .. ...................... .. . ..... SULTANT _..._._.-...._............_.._ ._____..._._� --- ' -__------------- _-------------....__.__ j :.....:....:.............................................. ... .............. ---_ - , „ _ WATERPROOFIN6 `� ��✓ ..... ..... MEMBRANE W/ N +R -- ----^� — TW3046 — rW3o4b PEDE5TAL PAVER +� 1 5nTEM '" 1 3 202- NJ FIN15RV SEC FINISHED SECOND FLOOR Z 9'FLOOR' I $outt�ald Town EXI5TINC Board o Trustees B.D.2ND FL WINDOW HEAD _._ 8.0.2ND FL WINDOW HEAD - _...... - b-8 :,' G', %,;em s. .a.:, ;/ :o, ril /i ... iMm i/,,;,e %iV i .. --- __. _....._ , ,;k i. , r „ TW3046 TW304b % EXISTING EX15TIN6 — j GW245 PLOT PLAN -- "-. FINISHED FLOOR ELEYATio FINISHED FLOOR ELEVATio - _.._.................... O�. 0 1-0" GRADE(VARIES) —�-1 10-1/2"0 I L _ _ _ � I I I I- ----I I I I I — —— ——— — ——— 0q==0� I 1—�� —� ——————— ——— ——— —— L——— —— — —— — —— — ———- - - - -- ---- -- - - — - - ------� a==Do a0l=&= --------- - - -- ---L ------ 1--- - - - -- --------- C —— ———— —— — —— — — —— — ———— —— ——— — — — —— 0 q==q 0 ❑q==qo 0 q==q o oq==qo WALL GON5TRUGTION ALUMINUM LEADER5 AND 6UTTER5 5/4"X 6" WOOD FA5CIA WRAPPED IN ALUM. NO. DATE DE50RIPTION PROPOSED" FRO" ONT SIDE VENTED T$6 BEAD BOARD 5OFFIT5 01 08/26/22 155UED FOR REVIEW L I OVERHANG(5EE PLAN5) 02 10/12/22 155UED FOR FILING VINYL 51DIN6 COLOR AND 5TYLE TO BE 03 02/08/23 155VED FOR 5GDH FILING SCALE 1 /4" = 1 '-0" SCALE 1/4" = 1 '-0" ROOF CON5TRUCTION 5ELEGTED BY OWNER NEW ARCHITECTURAL ROOFING R3 RI61D IN5ULATION O� O6/15/23 REVISED FOR TRUSTEE'S FILING NEW 30# FELT PAPER AIR BARRIER 05 05112123 REVI5ED FOR TRU5TEE'5 FILING NEW 2"xl0" ROOF RAFTER5® 16"o.c. EXI5TIN6 J" 5TRAND 055 PLYWOOD 06a Oa/2q/23 REVISED FOR TRU5TEE'5 AMMENDMENT NEw 2"XI2" RIDGE 5HEATHIN6 NEW 4X6 COLLAR TIE5 ® 64" O.G. NEW 2"Xb"WALL 5TUD5 ® lb"O.G. W/R23 NEW 2"XIO" GEILINC J015T5 ® 16" O.C. ROCK WOOL IN5UL., �" GYP BD NEW CONT. RIDGE VENT5 EX15TIN6 2"X4" 5TUD5 0 16" O.G. W/EX15TINO EXTEND ICE 5HEILD 24" HORIZ DIM FROM IN5UL. EGUIV $ 1/2" 6YP5UM BOARD ALL EAVE5, VALLEY5 $ JUNCTION5 EXI5TIN6 WALL5 r€ CL6 UNLE55 NOTED W/BATT IN5UL. EG2UIV TO R4q OR GREATER ANDER5EN wINDOWS(WHITE) BETWEEN GJ'5 T.o.RIDGE ....................................... .............................................................................................._....-.............................__...... _........................ __ . _................_.................._ ro.RID6E BUILDING FLAN REVIEH NOTE: 25'-4• EX15TING CHIMNEY To BE ..................... ............................................................... EXTENDED TO _......................................................................................................................... COMPLYWITH RI003.a __._.__._._......_..__..___.» ._.._.__.__.._........._.__ _......._.__._..__..._..._...._______,....___. ---:-m:-_::::::_--:::rvW---�::..::�----_:_——_:--- --_.__..._._.-- ... .............. --,.,___,__,.____—.__.____...._ CU5TOM 6U5TOM ................ ............_........................................................................... .............................................. ..................._..._....... :;. .......:........:............:.:.....................:_..................................-._.:...................I................................................ .:... ..............................-..........-..........................— .. GLASS $ ALUM RAILING ,. ..., SYSTEM. COORDINATE -........................................_....................................................... .................. CUSTOM 5T _................................................................................ ................. .............. r / , O / / 12 WITH OWNER ......................... ....................................................................... ..........................................._.._-............ ........................................SYSTEM. COORDINATE ........:.:.............:.:........_........... .......... .......:.:::::.::::...._.... WITH OWNER FWH31685FHH31655 FWH31685 FWH316&,AR __..__ ... ......._.___....___........_..___,»___.....,.,__,__._____._._..._.........._.._.._____.__.................__ �....... __—__..___ __._....... .__—.___. _._ _._..._.. __. B.O.2ND FL WINDOW HEAD FLAT DECK EDPM ----........................_.............................................._.._................................................_.................................. ...................................................... B.O.2ND FL WINDOW HEAD 15'9-1/4" 15,q-1/4" HATERPROOFIN ....................................,......_.....................,............................._..__..-.................._.-........................._.........,....._........."..... _.__ ___ .,.. / MEMBRANE W/ ,.,, ............-.............................. ........................................_...._..._................_..I.................. ............._.............................................................................,....,,.._......_..............._.._..,..................__.................. i%/, � � r:.. / �.,. < '. PEDESTAL PAVER ................._..............._..__._................................................................ _......................_,._.................................................. / /. ,r/ %, - ,.: i/,,,.;; ;.;/�,,, /. /,„ SYSTEM ................ :, .,;.. Wsil FLAT DECK EDPM � _ , i / .,.,:; MEMBRANE W/ � PAVER PEDESTAL —»»» 5Y5TEM fj _ FINISHED SECOND FLOOR FINISHED 5ECOND FLOOR PROJECT NAME: 4'O-1/2' — --- _ 9'O-I/2' I�ADILLAK B.D.2ND FL WINDOW HEAD BA.2ND FL WINDOW HEAD ITI /fs /,✓. / 5 TREET ADDRESS: 775 MILL CREEK DRIVE lz '13 TOWN: EAST MARION NEW TW21046 EX15TfN6 — STATE: NEW YORK GW245 GW245 GW245 GW245 P05TAL CODE: llg3q FINISHED FLOOR E"ATIo FINISHED FLOOR ELEYATi LOT5 1000-135-03-35.1 °-O• 0'-01 517E NUMBER: WA FWH50b8APLR IL — — — ELE ATIONS I I I I I I I i I PROJECT NUMBER: 2022-0021 I I �R INITIATED DATE: 03101122 RANN - -- - - - - - - --- - -- - --- -- -- --- --- ——— —— — I - -- ------------ ----- - - -- ---- --- ----- ---- ------ CO CHECKED : 5BA —_—— �" � � CHECKED BY: 50A �► DRAWING NUMBER: REAR ELEVATI N s 1 D E N 0" MIN) ELEVATION 1 SCALE: 1 4" = 1 '-0" SCALE: 1 4" — 1 '-0" ¢376j'� ' / / op N���Q PACE: 6 OF 7 Mom STEVE AFFELT ,—CONT RIDGE VENT T.0,RIDGE T.O.R106E 2XI4 RIDGE BOARD ARCHITECT 1-i') A x PHONE: (631) 553-6333 A PO E30X 762 5-1/4" X 5-1/4"&LULAM KING TRL65 PORK 1173q 000�oo KING TRU55 5-1/4"X 5-1/4" 6LULAM (2) NEW VELUX GREAT RIVER, NEW VCE2246 I CLEAR CEDAR LAP AIR GAP BEHIND INSULATION 5K'(LIC-HT N BOARDS ON WALLS cy - BALCONY ACCE55 -114" 714) ROCK WOOL IN5ULATION AND CEILLINC-6 R30 (1 BRIDGE W 3bu H16H NEW VELUX METAL RAILING 51DE VGE2230 MOUNTED TO BRIDGE. CONSULTANT: SKYLIGHT 0. B.O.210 FL HN2014 W-APd4 +1 5.0.ZV FL WINDOW HEADj� ELt 0 D - GEIVE 0 CABLE RAILING SYSTEM F-- BEDROOM S E P 1 3 BEDRO6 CLEAR CEDAR LAP N PEDESTAL PAVER ZZ Southold own 130AR05 ON PqALL5 AND EAVE 5Y5TEM OVER EOPM Board of Trustees FLAT ROOF 5r5TEM SAVE C E I L L I N 6 5 FIN15HM 515COND FLOOR FINISHED SE-CM FLOOR %] L 1W i EL9'0-112'v r q'0-112'y IN.. .. .. 7M NEW 2XIO FJ5 @ NEW 2XIO F-15 @ NEW 2XIO FJ5 @ NEW 2VID R @ 16v O.G. b"O.G. 6.0.21V FL HINPOW W-ADA BA.2W FL WINDOW HEAD EL: bi-Xv j "?n O.G.0*6* j 6-0"0 METAL 5PIRAL 2 5TAIRCA5E TO COMPLY W R311.7.10.1 PLOT PLAN BEDROOM LIVIN6 REAR PORCH ROOM BEDROOM KITCHEN BEDROOM zl ks) FIN15PED FLOOR ELIVATI% N FINISHED FLOOR a"ATIOX N EL: 0'-0" EX15T 2X8 FJ5 0 EX15T 2X8 FJ5 @ EX15T 2X8 FJ5 @ Ibm O.C. 16" O.G. 16" O.C. GRAPE sRADE H H-3 -1 ICH ........... NEN NEkq NEN 3,500 P51 EXCAVATED NEPq 3,500 P51 :Ej 17 BasEVMAENT CONCRETE &' TH BASEMENT CONCRETE W TH Q) ....... ..... I F7�1 I 5E CONCRETE FOUNDATION �j CONCRETE FOUNDATION WALL W#4 VERTICAL NEW 3-112"0 LALL( WALL W#4 VERTICAL .......... BARS @ 32" O.G. #4 BAR5 @ 32" O.G.$ #4 COLUMN W 202412" HORIZONTAL BAR5 @ 16" P.G. FOOTING, TYP HORIZONTAL BAR5 ® 16" O.G.O.C.. H11 I * I J Tf77' 1=1 I J=: I 1=1 I 1=1 I 1=1 I �'j NO. DATE PE50RIPTION I 1 I- I 1��d I E�I I IL I F" I I ..... 77 FEIIIEP 111EIIIS r 7" L Of 108VW22 15-9)ED FOR REVIEW NEW 3,500 P51 20"X8" NEW 3,500 P5120"X8"I—I 02 10112122 15-9)ED FOR FILINC, CONCRETE FOOTING CONCRETE FOOTING 03 102108123 I55UE0 FOR 500H FILING W 2"X4" KEY AND #4 W 2"X4" KEY AND #4 04 iObII5123 REVISED FOR TRU5TEE5 FILING BAR5 @ 0" O.C. BAR5 @ V O.G. 05 0&112123 REVISED FOR TRUSTEE'S FILING 06 Oql2c[125 REVISED FOR TRU5TEE5 AMMENDMENT U U 114 KUU r u u u u u m u u N PROPSECTIO" TH -ft" IGH FBED- 11%0 OMS 3 pk R '0"' P `1q` SE" SE '01"71 "' N TIER" I "Oftli-I LIVI G RO - M SCALE 1/4"=V-0" SCALE 1 /4"=V-0" al . - -- T- T.O.R106E 2XI4 R106E BOARD EL:2-9'--q'y BUILDINO PLAN REVIEN NOTE: 5-1/4"X -114"6LULAM KING TRU55 -7*,(P BD To ENO 5EAL C C STUDS N/ CAULK, TYP -Y -y- AIR 6AP�BEHINO INSULATION t-k J_ /g FU� (7-1/4" TH) ROCK WOOL IN5ULATION TAPE ALL PRYNALL INSULATED 5EAL PENETRATIONS CEILING/ATTIC SEAMS CEILINC 0 THROUC-H END 5TUI? W ri�, '0. 0 AIR TIGHT FOAM SEAL C-7(P 130 To TOP 'p 13.0.210 FL WINDOW HEAPA E W CAULK, TYP EL,Uq-114'y PLAT 0 W SEAL PENETRATIONS SEAL GYP Do To BALCONY ACCE-55 E30TTOM PLATE W THROUGH TOP PLATE W A AIR TIGHT FOAM CAULK, TYP BRIDGE W 36" HIGH j j V,lk Sl- METAL RAILING 51DE Z g �"i,/mggg/ ",4 MOUNTED TO BRIDGE. ga, 5110,;` if J FINISHED 5150010 FLOOR CLEAR CEDAR LAP 1,1\7NO ROOM BOAR05 ON KALL5 AND SWITCHES ON INTERIOR CEILLINC-6 B.O.2NO FL WINDOW HEAD A EXTERIOR HALL HALLS, 00 NOT REQUIRE PROJECT NAME: 6'-0"4') METAL SPIRAL EL. 6' SEALING 5TAIRCA5E TO COMPLY KADILLAK 4WALL SEA' ING W R311.7.10.1 REAR PORCH TYmr END L (BEYOND) 30" KNEE WALLS SCALE 3/4)t=1 -00) A 1z OUTLET5 ON INTERIOR AD PC)I T I Oh' ................ kqALL5 00 NOT REQUIRE SEALING 5TREET ADDRESS: 775 MILL CREEK DRIVE FULL DEPTH INSULATION OVER IG RATED AIR-TI 67HT TOWN: EAST MARION %J FIN15HED FLOOR ELEVAE21 Nil LIGHT FIXTURE LIGHT FIXTLIRE CAN 11-c 0'-0'v (A5TM E-2&3 5TATE: NEW EX15T 2X5 FJS 0 EXIST 2X8 FJ5 @ EXIST 2xe� FJ5 AIRT16HT kqIRE CONNECTION TE5TEP) POSTAL CODE: IIq3q FROM JMOTION BOX 161,O.G. 6RAVE BOTTOM PLATE-5 ON LOTS 1000-135-03-35.1 NOT REQUIRE 5EALIN6 -T NEPq NEW 3,500 P51 .......... CONCRETE&" TH Q) Q� EXCAVATED BUIUMNI` SECTIOM f3A5EMENT ............ 0 A NEW 3-112"(P LALLY CONCRETE FOUNDATION WALL W#4 VERTICAL COLUMN W 202412" AND DETAILS BAR5 @ 32" O.G.$ #4 HORIZONTAL BARS @ 16" P.C. FOOTING, TYP — - 5EAL GAP BETWEEN INTERIOR RErE55E0 OR(KALL AND CAN INTERIOR HAI 1 LIC7HT5 00 NOT REQUIRE 1101'1111111 WITH GASKET IF �cRF-D A PROJECT NUMBER: 2022-0021 'S REGUIRED E3*(MANF 1=1 1 1 IL 4�JIEI I El I la I la I 1EE1 �ELI JII-=I I El I IEi� 5EALIN6 =-.I I !—I I i— — —1 P . 1=�-j 1177 1 i ------ INITIATED DATE: 03101122 -771 FOP, RATING b. T: DRAWN E3'(: 53A CHECKED f3r: 513A 3 Town I 7d r R 0 0 S E D" S E(0.�*AT 10 N T H R 0 Ul G H L VV I KG"" Km O' OM AIR CEILINO' AT RECESSED LIGHTS iYrmINTEmKIL`)R W A LL SE A LING DRANIN5 NUMBER: 2 4 5 E lk E a SCALE = 1/4)7=1 1-0" SCALE = 1 -1/2"=1 '-0" SCALE = 3/4"=1 '-0" A-3 OHJ 900"0 OF NS"44 PAGE: q OF 7 Now ALUM DRIP EDGE STEVE AFFELT OVER !5HEATHIN6 AND BEHIND MOULDING ARCHITE """'T RIDGE CAP TO MATCH ROOFING NEW CERTAINTEEP PVC MOULDING R 5HIN6LE5 J 2X2 BLOCKING ADJUSTS FROM 0" TO 112" PER FT. OF SLOPE GOMPEN5ATION. 5IMP5ON HURRICANE STRAPPING PHONE: (631) 553-69333 C,ONTINUOU5 R1067E VENT WITH PRE5('RIBE0 NAILS ROTATE >< X 3" CERTAINTEEI? PVC FA501A BID WITH INSECT 5CREEN BOTH 51DE5 A5PHALT ROOF 5HINOLE5 PO 80X7(92 OVER EX15TIN6 30# FELTEDGERAFTER GREAT RIVER, NEW PORK 1173q 053 PLYWOOD PAPER. CERTAINTEED 510INO OVER AIR STRAND SHEATHINGH! FINGER TAB—\ BARRIER CONSULTANT: TANT: L L.LLL L-1 U- L LLL-L_LL E-L-LL L- LL.Lt' PK%A I(E FAS'I C Am ET A IL A 1-1 H F1 C F SCALE 1 "=l '—O" E ---------------- ON? & UEP 1 3 Southold Town zoul P-IP74�RAS p Board otTrustees 112' FT. 0 FINGER MAPLE HANDRAIL, SANDED AND CLEAR TAB(5) COATED W POLY' URETHANE POINT BOTH FINGER TABS DOWN HILL ROTATE 01-565 IN RELATION TO EACH OTHER FOR MAXIMUM 5LOPE COMPEN5ATION. TO COMPEN5ATE FOR AN APPROXIMATE RAN6E(0-4%) OF5LOPE. OAK WOOD NEWEL P05T 5ANDE0 PLOT PLAN PAINTED WHITE VB LEVELING BA5E5 FUNCTION A5 TWO L04 LEVELING 01505 WORKING TOGETHER AND ATTACH TO 77-E BOTTOM OF VER5ADU5T PEVE5TAL5. 2 L045 MAY BE STACKED BELOW THE VB LEVELIN6 BA5E IN ORDER TO COMPENSATE FOR ALTERNATE 5IMP50N HURRICANE 0" TO 112" PER FOOT(0-4%), PROVIDIN6 A MAXIMUM OF I" PER FOOT(5%) SLOPE COMPENSATION. CONNECTORS AT EACH RAFTER AN ADDITIONAL RIDGE BOARD A5 PER PLAN TABS RE-INSERT REMOVED DRILL 510E HOLE, INSTALL WASHER AND ADHERE IN-BETWEEN PAVER5 To MAINTAIN PLACE E311 FLEXIBLE RUBBER -GHIM5, WHOLE AND NUT TO SECURE NEWEL P05T TO PA RIDGE VEONT PD)ET AAIL 5pAciNr--(Typ) 5EE NOTE 4. OR IN SEGMENTS,UNDER THE FEPE5TAL IN FLOOR. PLUG HOLE W WOO To VER5AD-V5T PEDE5TAL(5) A STAIR STEP FASHION TO COMPENSATE P OF NEW DECK SCALE 3"=l '—O" MATCH P OF PEDESTAL FOR 5LOPIN&-CA)35TRATE5. U5E NO MORE K� ROOFING OR KATERPROOFINO THAN 2 5HIM5,AND ADHERE THEM To EACH PRE-DRILL NEWEL P05T IN CENTER CAVITY HEIGHT MEMBRANE FROM BOTTOM FOR LAG BOLT OTHER WITH 0,01l,15TRUCTION ADHESIVE.MAX GAP I1&"N1DTH V135LOFE COMPENSATION AT PERIMETER (T(P) ( A ADHERE SHIMS IN PqOOE? FLOOR E06E 5TRIP TYPICAL 40 P51BEARIN67 SURFACE VER5ADIMT PEDESTAL PLACE WITH SLOPE TO DRAIN INSULATION PLACED UP510E-DOWN POLYURETHANE DO NOT ADHERE TO SUBSTRATE W TABS REMOVED ROOF DECK CON5TRUCTION RADIANTGROOVED T06ETHER ER PEDE5TAL DATE DE-CGRIPTION PLYWOOD S013FLOR - PERIMETER PLACEMENT W/ CANT STRIP B1 Is UNDER VERSADJUST 01 Ol�312,6122 ISSUED FOR REVIEW 02' 10112122 155UEP FOR FILING 03 02/01-3/23 ISSUED FOR 560H FILING ADHERE WITH TRUSTEE'S FILING J"(P LAO BOLT WITH THREADED END 5-?POLYURETHANE 04, 069115123 1 REVI56? FOR CON5TRXTION 05 05112123 REV15EP FOR TRU-5TEE5 FILING r4i 011 FLEXIBLE 5HIM5 MAY ADHESIVE WOOD FASCIA TRIM PAINTED WHITE 0& Oq12q/23 REV15ED FOR TRU5TEE5 AMMENDMENT 01i FLEXIBLE RU5DER !5HIM5 MAYBE BE PLACED ON TOP OF NEW LAP SIDING W AIR PLACED ON TOP OF EACH PEDE5TAL TO PEI?E5TAL5 FOR MINOR BARRIER OVER EX15T NEW (3) 2XIO FLUSH HEADER W DAMPEN THL SOUND OF FOOT TRAFFIC. MAY BE LEVELING OF PAVER5 WITH SHEATHING ON WALL STUDS INTO 5IMP50N J015T HAN6ER E3115 MAY BE U5ED MOLE OR CUT INTO THICKNE-55 VARIATIONS. W Ricl INSULATION . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5E6MENT51FOR 5HIMMIN6. 5EC-7MENT5 U-5E NO MORE THAN 2 L 2X3 SOFFIT ORAL.7- -- : 0 "_, -� � IINO 0 16 LINE OF CEILING BEYOND SHIMS. O.G. W VENTED VINYL 5OFFT NEW GYP E30 BELOW BRIDGE J015T5 HEADER A5 PER PLAN B11 DETAIL B1 Is ON TOP OF VERSADJUST AZEK TRIM OR EOUIV FV A ALUM DRIP EDGE I ONTEPRIOR R AILING DETAIL Ru" U" F ru" EtC.".4K rP%Ewuw'h1b0'*TAL 'U" ElAlLb BUILDING PLAN REVIEW NOTE: BUTYL WEATHER PROOFING�OFINC7 WRAPPED AROUND NIVON SCALE 3"=l '—O" SCALE NTS ANPER5EN WINDOW 5TYROFOAM AIRFLOW BAFFLE PAVER BOTTOM OF METAL CONTAINMENT NEW A5PHALT ROOF SHINGLES W 30# FLET PAPER OVER EX15T 112" MAY BE BENT OR CUT ABOVE FA5TENER5 PLACED AT A' A • • A 05B 5TRAND PL104000 505TRATE TO ALLOW WATER TO JOINTS BETWEEN PAVERS A ' 4. A A SHEATHING ' A E56APE. METAL CONTAINMENT MU5T ............ W I 'N" DOW HEAD PE)" ETAIL X FULLY CONTAIN PAVER5, AND MU5T 1. LEDGER BOARD TIE BACK IN TO A BUILDING WALL SCALE 3"=l '—O" .......... OR PARAPET. H k SEAMLESS 11 5TAINLE55 ALUM CUTTER TkqO PIECEED OE -E -E� n METAL 5TEEL OR DECKING ANDER5EN WINDOW 22 C-2 A. 67ALV. OR ......................... .............. 5GREP6 PRE-FIN15HED METAL ..........- ............... A Y\ CONTINUOUS EXPANDING IN5UL 514X6 FA561A FOAM AROUND WINDOW BOARD WRAPPED PROJECT NAME: IN ALUM AZEK 5TOOL KADILLAK VENTED VINYL SOFFIT APRON TRIM OR EGUIV K/AIR BARRIER NEW LAP 510IN67 PROVIDE CONT. BEAD AUL)ITIUN OF 5EALANT AT OVER i,, 05a 5HEATHiNry ON WALL GUTTER BLOCKINC7 AND GYP 5TV05 R3 RIC710 IN-cVLATION- V -n5 MILL CREEK DRIVE 5TREET APDRE-55: AGAINST SILL BUTYL WEATHER BOARD AC -�J PROOFING PLATE TOW EAST MARION WRAPPED AROUND 5TATE: NEW YORK WINDOW POSTAL CODE: Iiq3q -135 LOTS 1000 -03-35.1 RIC710 BOARD NUMBER: INSULATION, MIN R-3 WA UA1m' oG BUILP* N NEW LAP 510INC7 W AIR BARRIER OVER ............ U No K UUNSM UC 050 5HEATHIN6 APPLY CAULK A6AIN57 PLATE5 TO A ........... U A BARRIER. REFER TO AIR BARRIER ffi"' ET I LS ON HALL STUDS W 5EAL C-7rP DO TO WALL TO CREATE AIR 5PRAY FOAM VETAIL5 ON EN-002 PROJECT NUMBER: 2022-0021 E.D INITIATED DATE: 03101122 B. DRAWN E3'(: 55A CHECKED BY: 53A A A IL A AW& low& A DRAWING NUMBER: SCALE UW SILL DETAIL KUUF EAVE DETAIL R F mE '"b "ff Ep"LO" E DET IL "'k 0% '"' 0""' NDA A Aft W1 Aft UU k.;F-1 U Qi A W5j%LAft *0%jft 2 z FIRM ED SCALE = 3"=1 '—O" SCALE = 1 -1/2"=1 '—O" SCALE = 3"=1 '—O" A VV Uv 03 760/ OF N PAGE: 10 OF 7 ENER&YOUARO ROOF - \ PRIME MA50NRYSTEVE All" " Em T INSULATION RUBEROIO /6AFGLA5 FASTENERS APPROX. 24" (610 mm) O.G. MEMBRANE _ SEALANT - CONTINUOUS BEAD ARCHITECT RUBEROID 5MOOTH MODIFIED BITUMEN FLA5HIN6 MEMBRANE FASTENERS MAXIMUM 5" (203 mm) O.G. FOR MINIMUM 12" (305 mm) LEN6THS UP TO 12" (305 mm) AND 4" (102 mm) O.G. f ) FHONE: (631) 553-6333 ; , .., FOR LENGTHS ABOVE 12" (505 mm) r, PO BOX 762 BA5E/PLY 5HEET(5) ENERGYGUARD CANT STRIP - SET IN BITUMEN - '\ \ RIVER, NE PORK 1i73q ,� GRERT RI W :. ® v (2) j"(P A325 6ALV 5TL THREADED :' .:.. NAIL 3" (76 m ) O G 5TA66EREO - • "• • . .. AND LTS 2" ( 1 m ) HIDE GLIP - APPROX. 30" ( 62 ) /64 \ m ' `� BOLTS YJ/I I/2" WASHERS :;'• ' :,. ..... m O.G. ;' O \ :... 5 m 7 m PRIME BOTH 51DE5 OF FLANGE AND 5ET IT IN ROOF o . c (2) 2Xb WD COLLAR TIES N MOP MB GOLD MB 5A MB OR BUR. 5ET A / GON5ULTANT: -Y'• �' CEMENT o .. RUBEROID / 6AFGLA5 B 5E FLASHING PRIMED FLANGE IN HEAT-50FTENEO MEMBRANE ON _ ..,> �... TORCH APP AND HEAT-WELD 555 5Y5TEM5. RUBERO I D / 6AFGLA5 MEMBRANE ,.. �. °` :• — BA5E/PLY SHEETS _._.._._. _ �La z , , r { f \ . 102 mm ' ENERGYGUARD ROOF INSULATION 4 tiffs. .F •:: :.: :.• -1/4"X5-V4"6L.. �� (i)5 ULAM COLLAR � \ - I \'-� ' '' :.. �'".• ''•:'� OR TO VARN15Ff /' oid7own ., ... — N � rIES CONTRACTOR _....-_...... DO N \ DECK OT PAINr �' -. Goa o Trustees \ !r PLOT PLAN GUTTER FASTENED TO WOOD BLOGKIN6 ---..._...._....._....._..._.... ------ .-',.;, - WOOD BLOGKIN6 I. HHEN PARAPET HALL EXGEED5 24" (610 mm) IN HEIGHT, REFER TO DETAIL MB/BJR 6, "HIGH PARAPET HALL." - ; 2. MA5ONR( WALL5 TO BE PRIMED PRIOR TO FLA5HING. WOOD WALL5 REQUIRE BA5E SHEET NAILED TO WALL 8" (203 mm) O.G. l ' ' ALONG TOP AND LAPS AND 8" (203 mm) O.G. THROUGHOUT THE FIELD OF THE BASE 5HEET ON THE P ALL. I• NOTE: 3. BA5E FLA5HING ON ALL 15- & 20-YEAR GUARANTEE 5Y5TEM5 MU5T HAVE A BASE PLY. REFER TG FLA5HIN6 ,I ATER R THI KNE55 OF NAILER WHIGHEVER 15 6RE MEMBRANE APPLICATION AND FLASHING 5P)=GIFIGATION PLATES. -- I. BASE/PLY SHEET(5) TURNED OVER EDGE A MINIMUM OF I i/2 (38 mm) O G rrr 4. 5EALANT AT TOP OF 5URFAGE-MOUNTE0 GOUNTERFLA5HIN6 15 A MAINTENANCE ITEM AND MU5T BE MAINTAINED THROUGHOUT THE LIFE 2. FOR DRAINAGE OVER EDGE, USE METAL WITHOUT GRAVEL STOP LIP. OF THE ROOF TO ENSURE A WATERTIGHT SEAL. L r TT I T I LL I , SCALE = 3"=1 '--0" SCALE = 3"=1 '-0" SCALE = 3"=1 '-0" NO. DATE DESCRIPTION 01 08/26/22 155UED FOR REVIEW 02 10/12/22 155UED FOR FILING HARDWOOD FLOOR � 03 02/08/23 155UED FOR 5CDH FILING '�-" v� PLYWOOD SUB FLOOR 04 06/15/23 REVISED FOR TRU5TEE'5 FILING r. BEAM, SEE PLAN 05 05112123 REVISED FOR TRU5TEE'5 FILING ob Oa/2a/23 REVI5ED FOR TRUSTEE'S AMMENOMENT _.... _ ..,...,... _....._ _._..._.._..._.._...... . - _........_._._.._...................... ....._..._........_,.._........_...............-..-._... ... __......_..._......_......._............._._....__._._...._......_..._._.._._............._...__... __.._.._._................._...__......._.._...............__..........__.... __.._ . ...... .......... : 6Xb"XI 2" TH 5TEEL PLATE 3-1/2"P 5TL COL, 5/16" TH \ 301 i > (1) 5-1/4"X5-V4"6LULAM COLLAR TEES CONTRACTOR r0 VARNISH BUILDING FLAN RE Y IEYY NO 1- ; DO NOT PAINT -- 3-1/2"0 5TL COL,5/16" TH - \ (2) "� A325 GALV 5TL THREADED ' BOLTS 1^U I-I/2" WASHERS AND BOLTS 8"x6"xl/4" THICK STEEL BASE /k \ lvr %' - -- NEW WINDOW(BEYOND) PLATE W/ 1/2"DIA. x 12"LONG 3-I/2 0 5TL COL, 5/I6 TH 3/8" ANCHOR BOLT AT EA. CORNER 1 DOUBLE RAFTER AT I EACH COLLAR TIE, TYP 4 0 0 �_ - 0 r'r r ,.7'iir 7 , /01' , %/ ; r ,,:.' 7 MA 0 I , ''111 1�, 0 r w", /, �,VZ11 ,. a i /4' / r r i \ 0 'Al ON , 31 r„v,,; -: ..%,,c' - -;fir '% ;y!°i ;r�f� •'/." ) n NEW#4 BARS ® I i. 8 2 O _>< O.G. EACH WAY NEW I/2 ANCHOR BOLrS - ., i arr' //• GO •, i,� ri/rj � —_.,, �/, ._.,( /•7..._..,! _.r l r / r \ .r, .„rr, r ,. .r,,, /r„ .r //rrr, /;r .', .,id,, ,/, /,r, /;.,,.. / i" ;, i:. PROJECT NAME. /fir k dr. .%/r'; / i" COMPACT r i,,,,. ,,,,iir; ram, �,,,. , : r , ,,,, rr,,: i � �i, /�' roir, -- __ r., r r„ r / GRAVEL BASE TO 45% ' ,r its, r s _ rr ,r/ 3/4"BLUE5T0 \ -rr � KADILLAK -.,/,,, ,, NEW FOOTING , rrr' r r' r / i; r,r �: /. �„ /,.,. ,,.� ,'�; BOND BREAKER I ,,:,,<,,. ./r, r ., ,. ✓ . .r: ., „�: /,, t ` r .i err �- , /, ,.,,. ,r,.. /„ ., ,r. ,, /. .. .., rrr, .:.:. !•w ., !u�`. i i .: .i EXISr EARTH , ,.,.. ,. / .. / / / / TREET ADDRESS: � o :� ,/ r S 775 MILL CREEK DRIVE < o / is ? r / /.. /.:.. / r / �n n I r„ / ./<i, / ;; r; -'."• ,./„ /� / s ,.: " 1 ;' EAST MARION t ,/. , r / 3 �_ „/,rrr NEw Yo K __. . . R _.... . _ _ f- _ ' GODS: Ila3q ..__._.............._.. _..... - _._. ....._......._._......_.._+....._...._ .......__..............................__......._ _. ..__... _........._ _....... ......... .... ........... _-- i / 51TE NUMBER: N/ LOTS 000 135 03 35.1 BUILDING _ _.... \ TI I i , r r /, i r / i„- i, ri r, r;. , r, r r,- ., Y a; r /r I Iti / � r r, ,,i,., rio; i r r.r.:. / ,/ir %;?9-• s / er �. r r e/„ / / --- --- PROJECT NUM �;. ter: ,, ,r,. /r. ;, ,r / r /�, 2022 / fR /i r rr i• . ., ,..; ,'.�: '/ /i r / r / r / INITIATED„ .. , ,. ...r :, ,'•. ; :•. ��� DATE: 22 I / // //ir,.i /, .r� .., .:...,.rr,,..,,,ir."i/i,➢i,. �.n q� N DRAWN BY: 53A CHECKED BY: 53A PLAN ,�' r DRAWIN6 NUMBER: ELEVATIONKING TRUSS L L IL _ SCALE - 1 - 1 0 SCALE 1 /2 -1 0 �Ofi N `��� PAGE: 11 OF 7 SOUTHO� �D L_ TR�USTEES No. 10 Issued To- Date �a I►� / ay Address., 375 M;11 C eezl( fir; ve , SoLll,ola .THIS. NOTICE MUST BE DISPLAYED DURING CONSTRUCTION TOWN TRUSTEES OFFICE,TOWN 4F 50UTHOLD SOUTHOLD, N.Y. 11971 TEL.: 765-1892 Glenn Goldsmith,1rres 1dent o�� cOG y ! Town Hall Annex A.Nicholas Krupski,Vice President y� 54375 Route 25 0 Eric Sepenoski ,z P.O.Box 1179 Liz Gillooly �y • o�� Southold,NY 11971 Elizabeth Peeples ��l �a Telephone(631)765-1892 Fax(631)765-6641 Southold Town Board of Trustees Field Inspection Report Date/Time: Completed in field by: Steven Affelt on behalf of JOSEPH KADILLAK requests a Wetland Permit for the as- built demolition of the existing dwelling (project meets Town Code definition of Demolition), and the construction of a two-story dwelling on a new foundation with a 1,100sq.ft. first floor and 746sq.ft. second floor, 203sq.ft. second story balcony, 23sq.ft. front stoop, and basement entry; install gutters to leaders to drywells; permitted installation of an I/A OWTS system; install a generator, A/C units; existing permitted 8.5'x4.5' outdoor shower; maintain all trees on site, if the need arises to remove a tree, apply to the Trustees office for a tree letter; and to establish and perpetually maintain the area seaward of the dwelling as a non-turf buffer area with a pervious access path to the water not to exceed 4' in width. Located: 775 Mill Creek Drive, Southold. SCTM# 1000-135-3-35.1 Type of area to be impacted: Saltwater Wetland Freshwater Wetland Sound Bay Part of Town Code proposed work falls under: Chapt. 275 Chapt. 111 other Type of Application: Wetland Coastal Erosion Amendment Administrative Emergency Pre-Submission Violation Notice of Hearing card posted on property: Yes No Not Applicable Info needed/Modifications/Conditions/Etc.: Present Were: G. Goldsmith N. Krupski E. Sepenoski L. Gillooly E. Peeples LOT AREA = 11,060 SQ. FT. 23-173 0.254"acres (MILL CREEK) QUE PON0 MO PR$H O S 4 26��, S 41'54'157E ' 24.29' 499g �E (tie distance) T562-2 5de tine S 5 h19n footing conc conc wal \ - �nc Wall x rocks _ FEMA ZONE AE � metal fence in FC BFE 6 conc: wall 0 7'W FEMA ZONE X � � \FC. (r) _ 2 0:5'W mo n o ry stoop 28.3' W a 0 outdoor , r STY FR � shower DWELLWG 5.6 (n 8.5x4.5' Z6 ( W V 5.6 Uf 28.3' .16 Ce CD21.7' masonry O A. >- stoop Q LL I it shed,on, �! (0 4 conc. .pad (� O O dam- 3 1L 2 3:: Z O bluestone Z ,�/ drive R_75.00' v 6�6 ti tk0 L 53•54 2 t e$ DRY Poole G0- 11 �" n ECEBV S E P 1 3 2024 U Southold Town Board ofTnxtm 9=26-2023 PLOTTED FLOOD ZONE LINE L9iyF THE OFFSETS(OR OOOMONS)SHOWN HEREON FROM THE SIRWRI Fs M THE PR0PE W LINES AM FOR A SPWRC PURPLE AM USE MW THEREFORE ARE NOT JOB No. 21-215 FILE No. 1062 F INTFll a TO GUIDE THE ERE M OF FENOES.RUMMIO WALLS. POOLS.PATIOS, PIMnW AREAS,AMM ro MUMS OR MY anIM CONSnWCnW SURVEYED FOR JOSEPH KADIUM UNAUMOR®ALTERAM"Oft ADMON To THISSURVEY'S A VIMTKM1 OF SEMON HE 7209 OF.T NEW YORKSrATE EDUCAIM LAW. GUARANTEES INWOEO NEREON SHALL RUN ONLY TO THE PERSON FM WHOP THE SURMY Is PREMIRM AND ON Hls BEMF To THE TE CWAW.SAL SITUATED AT SOUTHOLD AMOY AM LOOM UtOW130N LISTED HEREON.MID M THE AS9MME5 OF THE UM NO WnTWOK GUnrtAUS PM NOT TR44SFEPAME To Ao TM&WITRMONS TOWN OF SOUTHOLD. SUFFOLK COUNTY, N.Y. OR SUBSEQUENT•OWNERS. COM OF THE SURVEY MAP NOT BEARDIG THE NAND SURYM •s RM SUL OR SCALE 1" = 30' DATE 10-11-2021 amossm SEAL SHALL NOT BE owsmom m OE A VALID ME COPY. _ FILED MAP No. DATE CERTIFIED ONLY T0:' � TAX MAP No. 1000-135-3-3.5.1 DISK 2021 HAROLD F. TRANCHON.JR. P.C. LAND SURVEYOR c 1 P.O. Box 616 r 1866 WADING RIVER—MANOR .RD. WADING RIVER,. NEW YORK, 11792 -N.Y "LIC. No. 048992 631-929-4695 HAROLD F. TRANCHO.I �J ��. p1. LIC. No. 2115—E ' STEVE AFFEwLT _ S C , N1 7 S E N-IT, ` 0 cc N1` S"'" pt1UCT1,, [ 0 DOCV� p .n ARCHITECT �5 PHONE: (631) 553-6333 PO BOX 762 775 MILL CREEK DRIVE EAST MARION , NY 11939 GREAT RIVER, NEW PORK 1173q GON5ULTANT: DRAWING INDEX SCOPE OF WORK: DESIGN CRITERIA LATEST ISSUANCE DWG.NO. DRAWING TITLE INITIAL ISSUANCE REVISION NO. &DATE PROPOSED SECOND FLOOR ADDITION ATOP FOOTPRINT OF EXI5TIN6 FIRST FLOOR. (1) NEW BATHROOM(0) ADDITIONAL BEDROOM5. TOTAL OF (3) BEDROOMS BUILDING PLANNING-DESIGN CRITERIA (TABLE 301.2.1) MIN. UNIFORMLY DIST. LIVE LOADS UPON COMPLETION. T-001.00 TITLE PAGE, DRAWING INDEX &SITE PLAN 10/12/22 2 09/29/23 REPLACE EXI5TIN57 GMU FOUNDATION AND FOOTING DUE TO FIELD GONDITION5 015COVERED DURING THE START OF CONSTRUCTION. GROUND SNOW LOAD: 45 P51F G-001.00 GENERAL NOTES AND CODE COMPLIANCE NOTES 10/12/22 2 09/29/23 FLOOR DEAD LOAD: to P5F EXTERIOR BALCONIES bO D L� �t 1,1 E - G-002.00 CODE REQUIREMENTS AND STRUCTURAL STANDARDS 10/12/22 2 09/29/23 ZONING ANALYSIS FIRST FLOOR LIVE LOAD: 40 P5F CKS 50 50 G-003.00 HURRICANE STRAPPING AND SIGNAGE ENGINEERED WOOD 10/12/22 2 09/29/23 ROOFSECOND` FLOOR LIVE LOAD: 30 P5F PASSENGER VEHICLE GARAGE 10 ROOF DEAD LOAD: 10 P5F ATTICS WITHOUT STORAGE to S E P 1 3 c024 ADDRESS/BOROUGH: 775 MILL CREEK DR EAST MARION,NY 11939 ROOF SNOW LOAD: 30 P5F ATTICS WITH STORAGE 20 ARCHITECTURAL BLOCK/LOT: 1000-135.00-03.00-035.100 BASIC WIND 5PEED: 130 WH ROOMS OTHER THAN 5LEEPIN6 40 A-100.00 FOUNDATION PLAN & FIRST FLOOR PLANS 10/12/22 2 09/29/23 WIND EXPOSURE CATE6oRY: B ROOMS SLEEPING ROOMS 30 BoarSoubd fTrust e ZONING DISTRICT: R40 STAIRS 4.p Board of Trustees A-101.00 SECOND FLOOR, ROOF PLANS & DETAILS 10/12/22 2 09/29/23 ZONING MAP: EAST MARION SESMIC VE516N CATEGORY. SEVERE 60ARPRAIL AND HANDRAIL 200 AREA:A-200.00 ELEVATIONS OF EXTERIOR 10/12/22 2 09/29/23 PROPERTY DESCRIPTION: ONE FAMILY RESIDENCE FR05T LINE DEPTH` 3'-0" QE S .T. A-300.00 BUILDING SECTION AND DETAILS 10/12/22 2 09/29/23 NUMBER OF STORIES EXISTING 1 STORY, PROPOSED 2 STORY TERMITE AREA: MODERATE TO HEAVYHUM A-500.00 BUILDING CONSTRUCTION DETAILS 10/12/22 2 09/29/23 DECAY AREA: SLIGHT TO MODERATE � �� � CONSTRUCTION CLASS: TYPE V-WOOD FRAME WINTER DESIGN TEMPERATURE: It RAFTERS W/SLOPE 6REATER THAN 3/12 WITH NO FINISHED GEILIN6 U1430 A-501.00 BUILDING CONSTRUCTION DETAILS 10/12/22 2 09/29/23 OCCUPANCY: RESIDENTIAL,R7 ICE SHIELD: REGUIRED 1NT. WALLS d PARTITIONS FLOOR HAZARD: YES IN FLOOD ZONE FLOOR5 $ PLASTERED CEILINGS H380 PLOT PLAN LOT TYPE: INTERIOR LOT AIR FREEZING INDEX: 5qq ALL OTHER 5TUGT. MEMBERS MEAN I` LOT AREA: 11,105 (70'X 142') MEAN ANNUAL TEMPERATURE: 50 EXT. WALLS W/PLASTER OR STUCCO L/240 NYS CLIMATE ZONE: 4 H/360 DESCRIPTION REQUIRED EXISTING PROPOSED COMPLIANCE FEMA FLOOR ZONE: 1, A �• WALLS,WIND LOADS W/BRITTLE FINISHES U240 l TOTAL 51TE 11242 50FT(100%) EXT. WALLS,WIND LOADS W/FLEXIBLE FINISHES GENERAL REQUIREMENTS L/120 LOT COVERAGE CALCULATION PERMITTED USED (280-124) VARIES ONE FAMILY DWELLING ONE FAMILY DWELLING YES EXI5TIN6 DRIVEWAY 2q4 50FT (2.b�) I L I on� E IDENCE EXISTING DWELLING 1,135 SQFT (10.090) GROSS FLOOR AREA LOTS UP TO 20,000 2,100+ 138.5 (12.5%) =2,238.5 1,097 1,725 SF YES STRUCTURAL CALCULATIONS EXI5TIN6 MA50NRY NAl_L5 5TEP5339 5OFT (3.0%) TRU5TEE5 NOTE: LOT COVERAGE (280-124) 20%=2,221 1,097 (9.8%) 1,097 (9.8%) YES EXI5TING 5TOOP5 56 50FT (O.59o) 1) EXCAVATION MATERIAL 15 NOT TO BE U5ED TO EXI5TING 5HED qb 5OFT (0.5%) RE-GRADE 51TE. YARD REQUIREMENTS OUTDOOR SHOWER 35 5QFT(0.396) 2) ALL EXI5TING TREE5 ARE TO REMAIN LOT WIDTH 70'-0"+/- 100'-0" 70'-0"+/- NO CHANGE EXIST NON-COMPLY (TABLE 3 ) _,,, g& 1°l&Z FRI HNa 3) THE ENTIRE' AREA 5EAWARD OF THE HOU5E 15 TO BE A LOT DEPTH 175'-0" 142'-7 142'-7"NO CHANGE EXIST NON-COMPLY REOUIRED 5PAN - 12'-7" grj JD15T5 TOTAL i,g55 50FT (17.2%) NON-TURN BUFFER THRUST FACTOR - I LUMBER - VOU6-FIR #1 LUMBER - SAWN 2XIO F J.5 @ I6"O.G. REQUIRED FRONT YARD 35'-0" 52'-2" 52'9-3/4" YES WIND FACTOR - 0.57 MAX. WALL HEIC714-- g'-0" REQUIRED SPAN - I2'-7" SLOPED ROOD ADJU5TMENT- I " B m ATE! REQUIRED SIDE YARD (280-46) 10' MIN, 25'TOTAL 21'-9";45'-4"TOTAL 24'-9";57'-5"TOTAL YES USE 2X6 STUD® Ib O.G......OK ��x�- LUMBER - SAWN 2XIO R.R.5® 16" O.G. TABLE 3.14 - MIN. PANEL THICKW55 = 7/16" 1 / 16 1 t _ 1 t 1 1 REQUIRED REAR YARD (280-46) 35'-0" 36' 1-1/4" 36' 1-1/4"NO CHANGE YES WIND LOAD SPAN - 12.55 X .87 X I =.......OK t - 'A!T !' MIN. SITE PLA - 1 HEIGHT REQUIREMENTS SNOW LOAD SPAN - 12.5& X I = .....OK BAR WALL MIN. PANEL THICKNE-55 = 7/16" MIN. TIOFLS SHEAR WALLS A5 PER WFGM 3.4.4.2 l�T�,L Tt MAX.ALLOWABLE HEIGHT (280-46) 35'-0", 2-1/2 STORIES 16'-1 1"ONE STORY 26'-11", 2 STORIES YES - T 3.Z�t A5 PER PI 3.2.1 NO. DATE DE5GRIPTION FLOOD ZONE ZONE AE (EL 6) WA....OK GO TION UMIFTT TIOI of o5/2b/22 155UEP FOR REVIEW REQ. #OF 8D COMMON NAILS IN EACH END 02 10/12/22 65UED FOR FILING VEGETATED NON-TURF ALL GENERAL CONSTRUCTION WORK SHOWED WITHIN THESE PLANS IS TO CONFORM TO THE 2020 RESIDENTIAL CODE OF NYS. ALL ELECTRI #OF 8D COMMON RAIL-5 IN EACH RAFTER J015T TO TOP STRAP = b BUFFER BETWEEN MECHANICAL, AND PLUMBING WORK IS TO COMPLY WITH THE 2020 RESIDENTIAL CODE OF NYS. ALL WORK IS TO CONFORM TO THE 2020 anel Thickness - 1/2" Min. PLATE CONNECTION = 4 03 02/05/23 155UED FOR SGDH FILING 04 Ob/15/23 REVISED FOR TRUSTEE'S FILING DWELLING & CONC ECCC OF NYS. 05 05/12/23 REVISED FOR TRUSTEE'S FILING WALL TO BE OWNER SHALL NOTIFY THE TOWN AT LEAST 24 HOURS BUT NO MORE THAN 48 HOURS PRIOR TO THE START OF DEMOLITION Nail Spacing for &d Common Nails #OF&D COMMON NAILS IN EACH MAINTAINED Location Edges Field " 06 Og/2q/23 REVISED FOR TRU5TEE'5 AMMENDMENT PERPETUITY I N 4" Per. Edge Zone 6 6 END i I/4 X 20 6A. STRAP = 3 PLANT 56HEOULE: Interior Zones 6 12 � t�E -HOLD WALL Gable End Wall Rake 4 4 HE16HT- 8' EXISTING AND NEW LEGEND QTY KEY BOTANICAL NAME COMMON NAME COLOR SPACING PURGHA5E 51ZE LEtLi FRAMII9 -T 3.0 WIND 4,360 LOS. SEISMIC 2,400 LB5. FOUNDATIONS & O AT A50LEPIA5 TU13ER05A BUTTERFLY WEED ORANGE 3'O.G. 6" HIGH REG2UIRED 5PAN - 12'-T'LUMBER- FOOTING TO BE 0 GM GHRY50PI515 MARIANA MARYLAND GOLDEN A5TER YELLOW 6'O.G. 6" HIGH DOU6 FIR #2 1,126 SQFT USE 2X8� Ib" O.G. ....... OK O ET EUTHAMIA TENUIFOLIA COASTAL FLAT TOPPED GOLDENROD YELLOW 3' O.G. b" H16H 4 O IL IONA6TI5 LINARIIFOLIU5 STIFF A5TER DUPLE 3' O.G. b" HIGH 4'-0" WIDE ACCESS " -v Y 1225 OB EUPATORIUM HY550PIFOLIUM WHITE BONE5ET WHITE 3' O.G. 6" HIGH PATH THROUGH . . . . BUFFER BETWEEN • • • • • 0 RH SOLIOAGO 5EMPERVIREN5 5EA5IDE GOLDENROD YELLOW 4' O.G. b" HIGH v STOOP AND STAIR O JH JUNIPERUS VIRGINIANA EA5TERN RED CEDAR GREEN PER PLAN 4'-O" HIGH /^� /'� NEW MASONRY STOP `� O MP MORELLA PENSYLVANICA NORTHERN BAYBERRY GREEtI PER PLAN !'-b" HIGH L DIAGRAMtt101_011 BUILDING PLAN REVIEW NOTE: TO BE CONSTRUCTED OBAT 12" ABOVE OB ADJACENT GRADE � � � � � � r i;:, BAGKFILL wln+SOIL UPPERM0.Y y I• y •y w OB `T ROOT SHALL s, REMOVED FROM HOLE BE NO MORE THAN(' "" ' ♦ BELOW 501E SURFACE� EXI5TIN5 501L / \ 'SQFTOF 205 BREAK UP R00TBALI OF S Q FT 2 N D STORY' SPREAD ROOTS our jam' ......... ............... ..... dIpCONTAINER PLANTS, BALCONY =` INGUOIN6 PLU66 PRUNE k .................... �,._:..�, i._._ CIRCLING R0075 /� Qk ........... � PLANTING HOLE(3)TIMES 1,126 SQFT EXISTING / nE ROOT SPREAD FOOTPRINT OF / BARE ROOT PLANTS WILL NOT BE S DWELLING PLANTING DETAIL PERMITTED.ALL PL-ANTIN6 r0 BE / PRUNED IN ACCORDANCE WITH BEST E / / AREA OF ACCEPTED NUR5ERYMANS PRACTICE - 2ND STORY \ ADDITION TEMP REMOVE AND / WN 4'TALL(MINIM"TREES \< RE-BUILD OUTDO 0 R / PLANTED PL-UME1 A5 5WM I/2"4 RUBBER N05E AND 12 6A -'-- SHOWER / '-0" SETBACK FROM HWL LOCATIONS ON PLAN. 6ALV.WIRE PROVIDE TURN BUCKLES - (6JARANTEE TREES FOR A / ' \ 0)OR TW5T V 6TMENT. � - - / TEMP REMOVE PERIOD of ONE YEAR) CEDAR BnRK CHIPS N.I.F 1 OR EQUIVALENT U 1 8'0 X 4'-0" DEEP AND RE-BUILD "? _......_...........---..__.....---._...... --- ----ED- - CELLAR :.. - _ STORMWATER DRYWELL � '"� - \ 1 G®AR STAKES DRIVEN BAGKFILI WITH TOPSOIL MIXED WITH O/20/O ENTRANCE F. TO CONNECTED D AND DRAWN STRA 6HT FERTILIZER AT ir. �r L ZFR THE RATE OF ..-/ ✓,, a 7 (5)POUPID�•PER <:. .. ,. �,:°; K EADER, . , . :. / :; ., :.. GUTTERS L B STAKES SET A7 120 .. .., ... .. YARD.WATER THOROUGHLY AND FILL L TO 4 g ' 1 - _ INTERVALS AND 15r N6 EX I EARM INE ON TREE L TRUNK. I I TYP. O F 2 15TANr FROM TREE PLANTING PATTERN EQUAL D D I 5UBS71 L ,.; PROJECT NAME: n UNDERGROUND I O I � / 18" ROOF PROPANE I I 4 �� OVERHANG PLUMBING I S R DI A r-% A M TANK MELL Ir I L-, P 1 I \ AUU (JI'm NEW I/A SEPTIC rI 5TREET APORE55: 775 MILL CREEK DRIVE �- SYSTEM EA5T MARION r _ _ - r TowN: LP .....�--=-. =-.--_-_-�_:_-_._:__�� ♦ STATE: t ( _:-::::::::::::::......_:::::::::_::::::::::::::::::::::::::::::.................:::::...._.......:::::::::::::::::::::::::::::.._............:::::::::::::::::::::::: NEW PORK PROPANE \ I I I � -:::::::..:::::::::::::::..:::...:...........................:..:.:.............:::.::-... ..........:.. ...........:. ..::..........: . L CODE IIg3q .. ..... .... ....... . FIRED ..____::::__:::.::__::-:_...._ T '- .:....::,.,::._____ _% .:..::::: EMER. EUT.' I BATHROOM I I _. ._.:____...- _ ......_.._.. ..._...-_......_ -.� _.. __, ♦ LOT5 1000-135-03-35°001 ...................�1111111111 .... ...__._..._.. ._-.._...__._...... .....__. .........._ __......_ -____................_......_...__._... ...... :.::--.-::--::-.::-........ . __.... WA _ _._.__... .... :.. ._. M_..... REMOVEDSECOND FLOOR _._.__::::::.:._._m:_:_.:_:::: __._.__.______: ::.:.:.:_ ,:. -_:::_:_:.:..:_. ..................................._,.,.......................... ........... .. NEW MASONRY STOP �' .::::.:....._.......,::::::::::::::::::: :::::.:::::::::::::::::::::::.:_.._...__,::.:.::::::::::.::::.::::::.:.::..._....:::::::::::::..................:::::::::::::::::::.::::::::::::::::.:: TITLE Plkk.:�E.. TO BE CONSTRUCTED LEACHING POOL / -::::::::.. "" "„„,,,, "' ....... AT 12" ABOVE ADJACENT GRADE r r - ---- - - U k7 IND& EXC & SITE F_ KITCHEN / w,oErft LA W,45HER I EX15TI BATHROOM I I Q FiRsr f D� m � ",* PROJECT NUMBER: 2022-0021 FLOOR " �y�j� 3101122 C qfi B. INITIATED D PATE: O DRAWN BY: 1 .o SBA W M GRADE < �t. GRADE % .>4 01 CHECKED BY: SBA :i , f Tw� ��/^� WIN NUMBER: 40 32 / . : r' F 7� r r y, is S 1/16 = 1 -0 13A5EMENT �A d 761I\,-40, TINUVIINU F Nam ' PAGE: I OF q BUILDING DEPARTMENT NOTES LIAM USE AND OCCUPANCY-51N6LE FAMILY RESIDENCE ROUGH CARPENTRY: STEVE AFFELT TYPE OF CONSTRUCTION-VB L ALL LUMBER SHALL BE DODU61A5 FIR#1 a BETTER UNLE55 OTHERWISE NOTED. T 3 fTL�hA PLATS TO ATION GOIJ1�liTI0N5 2. ALL LUMBER IN GRAWLSPAGES TO BE I8"ABOVE SCRATCH GOAT.MAINTAIN 8'MINIMUM FOUNDATION F_)(PO�.�i1RE. / VS .�- F °SSA TO �..�..(� PLA'T'� TOJr'TI..[� LATER ,yS�A RLD�E TENSION J� ST R1 RENGE STANDARD-WOOD FRAME CONSTRUCTION MAWAL 2015 FOR ONE AND TWO FAMILY OWELLIN65 3. 51LL5 TO BE PRESSURE TREATED(P.TJ AND 5ECUIRELY FLASHED WITH A TERMITE SHIELD,AL50 PROVIDE 51LL 5EALAN5UfATION, \ WETS) FZ-616II O LA LO 51ZE OF SELL TO BE(2)2'xb',UNLESS Q)2'xb'15 NECESSARY TO MATCH FLOOR HEI&HT5 NTH THE EXISTING STRUCTURE. MOM WI - DFOSM 6 Cda=1109i FOR WINE LO - UEMM $ 9=s 5 FOR WIND - DQ'05L1ZF ;>3 ARCHITECT I. ALL WORK SHALL COMPLY WITH ENE 2020 RESIDENTIAL CODE OF NEW YORK STATE. 4. AT FLUSH F'RAMINi6 USE Ib GAUGE METAL 'SIMP50N"JOIST HAtN6ER5 OR APPROVED EQUAL. TtRM SF-COND DP,AD LOA> ASSII'Lb�r1ON5: R r / CEUN6 ASSMOLY GL=10 P51` GUST WEND SPl3D g5 90 120 Igo NIO TFRFJ= SF1,OW &TEST WIND, 5PE�.D (MPt� IRO fg0 140 PHONE: (631) 553-6333 2. ALL WORK SHALL COMPLY WITH THE APPENT)iX J'EXl5TI1N6 BUILDINGS AND STRUCTURES of THE 2020 S. M1NINtUM DOUBLE HEADERS AND TRIMMERS ARODUND ALL oE'ENIN�S IN FLOORS,ROOFS,AND WALLS. ppf-rGM pUTE TO ,,z,a,+ Tf'iR� SErAND &1V'T WIM 5� (�f) ("p I'� PO BOX 762 RESIDENTIAL CODE OF NEW YORK STATE. 6. DOUBLE ALL JOISTS LIVER PARALLEL PARTITIONS,POSTS AND BATH TUBS. FOUNDATION NJGI'IOR DOLT ra nON MUM ANCHOR MT SPACNM OR) STUB SPACM WALL IfI6FfT' OF w COIAR NALS 3. FIRE STOP VERTICAL SPACES IN WALLS AND PARTITIONS AT FLOOR LEVEL,CEILING,AND ALL FURRED SPACES 7. ALL 13FAMs,GIRDERS,ETC.TO HAVE MINttM(1M OF 3-I/2`BEARING. CON mnON TM (IN.) OR 40 D " NALS PER STW pATi6ER OF L� COMMON NAILS OR IOfl pOX TO PLATE caNNe(rION (PL!`) ,a,s ROOF PITCH ` `'I' NALS N EACH LSD a' H/4" 6lTW C REA T RIVED NOT TO EXG1St7 8'-0"VERTICALLY OR I0'-0"HORIZONTALLY. 8. MINIMUM FADER TO BE(2)2'xb*UNLESS OTHERWISE NOTED. I/2" ANGhiOR DOLTS �„T) ,.xs.�,s,ea , 4. PLASTIC MATERIALS SHALL CONFORM TO THE 2020 RESIDENTIAL GORE OF NEW YORK STATE. �g 5TORZy w W PORK 1173q 9. ALL WOOD SELLS AND WOOD IN CONTACT WITH MA50I�Y/CONCRETE 70 BE PRESSURE TREATED,AGQ g 2 2 2 5. ELECTRICAL IN5TALLATiON 5HALL COMPLY WITH THE 2020 RESIDENTIAL CODE OF NEW YORK STATE, 10. ALL EXTERIOR SFEATHfFk5 SHALL BE NAILED A5 PER NAILING SCHEDULE G17ERA�LY SHEATHING 15 A I/2'THICKNESS ON WALLS 5/g" ANY.fw DOLTS 10 2 2 IZ 2 � 12 2 2 2 CHAPTERS 33-43. AND ROOF AND 15 OF COX 6RADE,VLE59 OTHERWISE NOTED,SEE FLOOR PLANS FOR ADDITIONAL NAILING OR DIFFERENT Mown" n"IN � 10 W 2 2 2 � 2 Z 6. PL.UMBiN6 IN5TALLATION 5HALL COMPLY WITH THE 2020 RESIDENTIAL CODE OF NEW YORE:STATE,CHAPTERS NAILING REGTUIREMIE7NT5 Na APPLICABLE. L Lsaro Ax oAGc olr AaadPIlArA N ripe A e! 16 2 2 20 2 3 s WWN AVM DaTe MM Um To R MW ,IATniA.AV QM Lams Tie MW4U MaM oars G'MM O%L Wr MZMV ne 3:2 CONSULTANT: a ne TMLA YALes MR LRrr LMS(rMZ"26)OR LAni"&AP*W LaVs(rMZ A-0-VI rM oRLR*VW oars LWA" Ig 2 25-33. set Gxr>CN eats Arc essa. 20 2 2 2 Z gj �j It. PROVIDE METAL DRIP FIA5HIN6 OVER ALL EXTERIOR WINDOWS d DOORS. 11 TALALTM Aram id r 9 ACM PM LAMA-A+e OM Larry Af W WALL•.*e arAT"N A6d VMW-Wm,GT;.M e4AA rM MM 4 T MECHANICAL 5Y5TEM5 5HALL COMPLY WITH THE 2020 RESIDENTIAL CODE OF NEW YORK STATE,CHAPTERS WAN.*TAT"TYFte nc TANkffM Ar40M oar G'MA"GALL I*M.UTP"dT ne AaaK�Te GCAreM r,ft ALUSrA rWOR N 12. 505 FLOORIN6,6ENERALLY,TO BE OF 3/4'THi0KNE55 AND OF COX 6RADE.NAILING A5 PER NAILING 50"HX.E AND GLUED. rA"etc.Nor N ra CAM G6L AN W oar 9PA.l6 MM f rMT ON ORrTM t PR atfflM L�Rre AM bWM ON AssuyPn"N rapt es. � 3 A 4. rat TtM Gxae OW WFe VMS MATM nM WP AF4t Wn A MUM LATM&VAM MUM rApe A-3s ORZAI R TtM 14 RP, s T*"Tm PRMRr9 tams Ae CQdCLTiRi ,errs GALL oe PMATTIT Tm Pe kwvu!p CT oas POR I2-23. 13. EXTERIOR SHEATHING TO 13E GOLD WITH'TYVEK'HOUSE WRAP OR APPROVED EQUAL. LATMW a6L oe We TM Lams Mcm ME"L e, T "'�°aV�p°P�yNr,tcr.ATev N oPo�Pe o 3� �{ S 8. ALL WORK SMALL COMPLY WITH THE 2020 ENERGY CONSERVATION CONSTRUCTION CODE OF NEW PORK STATE. 14. BLOCK EXTERIOR STUD WALLS AT HALF STORY HE16HT5 AND AT UNSUPPORTED E06E 5EAN15 OF EXTERIOR SHFATHIN6. 12- I ENERAL NOTE5: 15. PROVIDE CROSS BRAGIN6 AT J015T5,5TUD5,AND RAFTERS WHEN 5PAN5 EXCEED 8'-0'AND AT EVERY&'-0" E E r w - b FASTST MI G 16. TOP PLATES TO BE DOUBLED AND LAPPED AT GORNER5. TO T I1° T I( Z 2 €-.• I p I. ND WORK To START UNTIL APPROVED PLANS ARE OBTAINED FROM TIE BUiLDIN6 DEPARTMENT. J FS 4:IZ 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWIN165 NEEDED,UNLESS OT}fERW15E SPECIFIED:ALL IT APPLY ALL CONDITIONS ADS IN NAILING SCHEDULE A5 NECESSARY � � 24 0. PROVIDE ALL NAILING AVSTRAPPING ADDRESSED IN DETAIL-5 AND NAiLINB SCHEDULE.ALL J015T HANGERS TO BE'SIM'SON'OR PEAP LOAD A55LNPT-ION5: ROOF GEILINC� A55EMIN-Y DL=I5P S FOR215 DIMEN5101,15 AND CONDITIONS PERTAiNINI6 ARE TO BE FIELD VERIFIED. . 3 � 3. CONTRACTOR SHALL OBTAIN ALL REQUIRED APPROVALS,PERMITS,CERTIFICATION OF OCCUPANCY,INSPECTION APPROVED EQUAL TOO ALL EXPOSED HARDWARE TO BE'ZMAX'COATED OR APPROVED C-QUAIL. TYREm SFLOW ew wND SPEEP (i&") WO SWTMM � 3 4 S E F I APPROVAL,ETC FOR WORK PERFORMED FROM AGENCIES HAVING JURISDICTION THEREOF. 19. AT"WET WALL'PARALLEL TO J015T5 FRAME DOUBLE JOIST A5 PER CODE.6ENEI ALLY,SEPARATE DOUBLE JOIST THE THICKNESS 3( 3 s} . r- F OF WALL ABOVE.SUB FLOOR 5HALL NEVER EXCEED A I6`SPAN. � F . 4. ALL WORK TO BE DONE IN CONFORMITY WITH RESIDENTIAL IRG ROES CODES SUPPLEMENT,NY5 2017 UNIFORM CODE SUPPLEMENT RObF SPAN i11'�A` SD GOA�I+AON NAILS OR (0 D DO�C NAIL E F e Suu,. ...... S N (Z I I 20. AT ROU6H OPENIN65 PROVIDE ALL APPLICABLE NAILING AND STRAPPIN6 AS PER PAGE G5i-O-G51-2. (IN) (HT) EAM ETD OF H/ex20 GAGE STRAP 1.2,3.4 � �-`PACE Board of Trustees A LOCAL CODES,AND NATIONAL ELECTRICAL CODES,LATE5T EDITION. I T ,g il. 5. CONTRACTOR TO VERIFY ALL DIMENSIONS PRIOR TO STARTING WORK.CONTRACTOR TO N07IFY ARCHITECT 21. TREATED 'P.T.'SPECIFIES PRESSURE PRESERVATHVFLY TREATED Lllt IN ACCORDANCE WITH AWPA G22;MERE 5tiFAmN6 LOCATION (NGmES OG) t� SD GGMti S 0 5 120 2 Z IMMEDIATELY OF ANY DISCREPANCIES. DRILLING AND/OR GUiTIN6 OCCURS,FIELD TREATED LUMBER WiTH COPPER NAPTHENATE WHICH SHALL CONTAIN 2%COPPER METAL 12 b IZ 2 i IZ i 1�2 5:12 24 2 2 BY REPEATED BRUSHING,DIPPING,OR 5OAKIN6 UNTIL THE WOOD A55OR05 NO MORE.ALSO,FOR HARDWARE U5W WiTH P.T. ii ( I 2 2 28 2 3 6. ALL MATERIALS TO 13E USED ON THIS PROJECT SMALL BE INSTALLED IN STRICT CONFORMITY WITH THE 20 I 2 2 2 g LUMBER,CONTRACTOR 15 TO INSTALL HARDWARE THAT 15 SPECIFIED BY P.T.LUMBER MANUFACTURER SUCH A5: HA1N6ElRs,HOLIES, ?A2 15 PERINCTER Ib MANUFACTURES RECOMMENDED SPEGIFIGATION$FOR INSTALLATION OF THEIR PRODUCT. c��Wy FLASHIIN6,ANCHOR BOLTS,ETC.FOR LOCATIONS SUCH A5+LEDGER BOARD SELL PLATE DECK CONSTRUCTION ETC.ANY Zg I 2 '� EL�6E 7Rf I92 b 12 6 ig 6 bg 3( 3 3 7. CONTRACTORSMALL MAINTAIN SMA MAINTAIN COVERA5E FOR ALL IN5URA►NCES,BONDS,ETC,AS REQUIRED BY LAW AND BY THE2. OWNER. REFERENCES TO CGA ARE TO REPLACE P.T.OR ACQ 2 2 2. g Z4 bg ig bg b15 I Z 6. THE CONTRACTOR SHALL PROVIDE ALL 5AFE6UARD5 AS REQUIRE5 TO PRECLUDE INJURY TO OWNERS AND 22. LVL(LAMINATED VENEER LUMBER)DENOTES EITHER OF THE FOLLOWING: I L Pr 1( 2 2 PLOT PLAN �erme t.lr'a ME aAm ON AeartrPrlars N rAeLe A-e4. A TALLATL'A LR.rr Oadt`LTLRL!@7QLlF".R."AOSLW A 0"DN5 LOMM N MMM a. er La Ao A.ILEVEL TRUST J015T 1.9E MICRO LAM 9 TA UNW LRrr A A ROC' A5 _Y Deny zo 13Per(OM X P b 12 b 12 b f2 L, CONTRACTORS PERSONNEL,AND TO ALL OTHER PERSONS AT THE CONSTRUCTION SITE. Pa'-9 Pays A az.0 SLY N Tar an"r ne cn roeeo "Nor eareaw ro ne P" 20 2 2 1 B.6EORGIA PACIFIC 20E 6 P LAM A99MMY,M TAOLLATeo N.a M Or Has ARL oe MMAxo OY I NM.Ar M Lac a ne 0" 9. CONTRACTORS 5HALL EXERCISE 6000 J)D6EMENT TO MINIMIZE DAMA6E TO ADJACENT PROPERTIES.ALL AREAS P5L(PARALLEL 5TRAND LUMB%DENOTES 4 KOUN A91M Ass eRNM rr GML 6rW Ib 6 IZ b 12 6 n (IZ 24 2 2 I_, DAMAGED DUE TO NEW CONSTRUCTION SHALL 13E RESTORED TO THEIR ORIGINAL CONDITION BY CONTRACTOR, A.(LEVEL TRUST J019T 20E PARALIAM H TRADE SHALL FAMILIARIZE THL7MSE!VES WITH THE INTENT OF THESE PLANS AND COORDINATE THEIR WORK USE DE516NATED LUMBER OR APPROVED EQUAL ALL TO BE INSTALLED A5 PER MANUFACTURER SPECIFICATIONS. �� ROVE 24 6 Y!• 6 12 WITH � 2 Z 10. 23. FOR NEW WALLS,A PERFORATEDSFEARHALL SYSTEM 15 USED.THE CONTRACTORS Al '("TENTION 15 DIRECTED TO THE APPLICABLE 2A I E2 l T1QN 24 6 6 6 n ALL Ii, A 12 12 3( 2 3 i L OTHER TRADES.MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURERS 5PC-GIFIGATIONfS UNLESS NOTED OTiLEP.W(5E. DETAIL 5,NOTES AND TABLES,THE NAILING SCHEDULE SPECIFIES THE REQUIRED NAILING FOR THE SHEATHIN&(ANY NAILING 5 F W - $ &ADLE E N WALL RAT- OR 5 i IZ I 1 SPECIFICATIONS ON T14E FLOOR PLANS SHALL SUPERSEDE THE NAILING 5GHEDU E).HOLDOWNS OPERATE IN CONJUNCTION WITH THE RAM Tp,LI,iS w �q�- 6 if b 12. IF,1N THE COURSE OF CONSTRUCTION,A CONDITION EXI5T5 WHICH DI5A6REE5 WITH THAT AS INDICATED ON THE DEAL) LOAD A66(.tMPTI0N5: ROOF GEILINO 6AEj-E �� RAKE � i i i b b b 169 2 2 PLANS,THE CONTRACTOR SHALL STOP t IORK AND NOTIFY THE ARCHITECT IMMEDIATELY.SHOD D HE FAIL To PERFORATED 5FEARWALL SYSTEM.(INSTALL AS PER APPLICABLE DETAILS t MAN UrAGTURER 5PECIFICATIONW.HOLDOWN AcN�Y DLHW5 3F RPKE TP4)55 w o RACE OVSRL" 2 2 e.HN"MAGN6 AT PAvi t~ " 20 P ON THE FOUJDATION/FiR5T FLOOR PLANS. -NAIL OMM Ar WBO"KM ft"W e N Ere PAIL IM"ry.� FOLLOW THiS PROCEDURE,AND CONTINUE WiTH THE WORK,HE SHALL ASSUME ALL RESPONSIBILITY AND LIABILITY LOCATIONS ARE SPECIFIEDT-IRM SECOND 6UST WND SPED (4p L Pat PAr GrAT"W M 4 PLzr a ne PL' MM mee&ne PMRlOM max a TFe RstRwZM epee a 24 2 2 24. COLUMN BEARING AS FOLLOWS:WOOF P05TiN6 TO BE BLOCKED SOLID TO FOUNDATION WALL WITH END GRAIN.TREATED WOOD ne PZ .HaWHb 4 M=r ON&M 9M a"nt ROM PM M 4 rWr PU met 7Qe ATTACH ARISING THEREFROM. (MPFt) s GVLL se LOWrANL 28 2 2 FLA94IN6.STEEL COLUMNS ARE TO BEAR UPON FOUNDATION WALL WITH 5Tffi 5HIM5 t A MINIMUM OF 3/4"OF NON-%RINK GROUT s MM Ohl tt rM M wff"o =l aw r�ePAcre G�w.L 06tPi i N oa 32 2 3 13. ALL WORK AV MATERIALS SMALL BE GUARANTEED FOR A PERIOD OF ONE(1)YEAR FROM DATE OF ACCEPTANCE OAPAarY � s rAratA»s f Nat oa NAIL 9PACNa A errAMn An Aaco TO RMeI It/T1a196 rRrrAN6 Mse:eea WRN SECURE MTN(2)i/2'DIAMETER ANCHOR BOLTS(4"LON6 F-XPAN51ON BOLT 0 EXISTING WALL5 4 12'LONG HOOKED BOLTS @ NEW FRAME 6PAGN& ROOF SPAN GGNNFLTIGN ,•z �xs.rat Mt*&s MM oAa�oA%ne Nu-G°ACIM*SILL oe FMM To 4 Naes oc. 3( 2 3 BY OWNER {N) (FT) s,4 s,4 4. TMUMV 4 Nat OZ.NFL 9P*M A&MMS OVA11M ATAaW To Rrn2R/nays rRMRre Mayas Wn 14. OPOERAYMPER ARE RE5POWBLE FOR ALL INSPEGTION5,APPROVALS,CERTIFICATIONS,CERTIFICATE OF L 5 U L 5 U M"T NA rOMMwwa ,wm°t�"�M NFL ePAcwse o ro a Hare or, FOUNDATION WALLS)FOR ANY POSTING®GN'U WALL 51�PLAN FOR REQUIRED REINiFORGINS(@ MINIMUM I6 WiDE 3 GGtAZ5E5 OF s. rApLAT>9 NIL ePAcv A9�e A awry LorArm N oPmaaM o OCCUPANCY OR COMPLETION AND U.L.APPROVAL. 50LID BRICK MASONRY CENTERED*P057IN6,U.O.N).Q3UTIIIII MEN COLUMN OR P05TIN6 15 PART OF THE LOAD PATH FOR USE IN A I• TAXI OR WIWaczNc TTGN RF1,?URBNOr L SryALL DE HIN 5 r t E TO DE MILTIRED DY 0.70 FOR FRAMING N'0 FRAMN6 NOT LG�ATED WHTFiN g Fir OF DLALDIN6 12 12 Wg (5g f11 89R FASiF_ST MLE 15. DO NOT SCALE DRAWIN65.WRITTEN DIMENSIONS 5UPERGEDE SCALED DIMEN51ON5. SHEARWALL,ALL ANCHOR N4AKIN6 AN ATTAGHMEIEN7 ARE TO BE WITH STANDARD SHFARWALL HARDWARE(WITH NOTED VALUES)3 Ib 147 i159 N/It�ps� Qvffit) 2 TA RfA6E 0*r6TION LOMS A.rOM A DAPM LDGATEP N 17FO"E D 16. DRAWIN65 AND SPECIFICATIONS A5 IN5TRUMENT5 OF SERVICE ARE AND SMALL REMAIN THE PROPERTY OF THE ANCHOR BOLT5,U.O.N.WITH TOP GAPS 0 STEEL.GOLU•fNS TO BE A MINIMUM 1/4"BENT PLATE 8'LONG WITH 6'RISE 4 WITH(2)3/4' 20 E70 >< 221 S TAPLLATED COMFLTION REWREMMI 5 ARE DASW ON A TOME LFLrr MINUS 0.60 10 24 195 252 OF THE ROM ASS04 LY DEAD LOAD (0,60x10 Me) ARCHITECT WfE7}HLR THE PROJECT FOR WHICH THEY ARE MADE 15 EXECUTED OR NOT.THEY ARE NOT TO BE USED DIAM4ETER BOLTS THtR<>lJ61-I CENTER LINE OF VERTICAL LE65 SET 6'DISTANCE,U.O.N. 2g 2I9 224 E= 3.II MLL 9MMINO 110 igo IWO A TASLU.AT1 P CaMTION MgJRDANTS ARE DASW ON A IZ N R1X7E STRAP ON ANY OTHER PROJECTS OR EXTEN51ON5 TO THIS PROJECT,EXCEPT'BY A6RE EI-ENT'IN D NRiTIN&AND WITH 25, REFERENCES STANDARD USED FOR THE DE516N OF WOOD FRAMING 2001 EDITION OF AMERICAN FOREST AND PAPER � 7 M � M5 F SPAUNx�, FOR Dr�ATE M RD6E STRAP 5°Al.RJ6, M LT�'LY 7YE TAM ATM VALUES APPROPRIATE COMPENSATION TO THE ARCHITECT. ')45 STRUCTWA.. 6WATHM DY TIE APPROPRIATE tvALTpEJFR DE3 OHV: A550GIATION(AF$PAH-WOOF FRAME CON5TFWTION MANUAL Q^EV V FOR ONE AND TWO FAMILY MELLIN65. U-corra:a U,L raR rr.LOW I 0 .-- OR PANEL 6DN6 RME caNNIECTLON SPACNS N) liz Ilk Iml 24 4g NO. DATE DE56RIPT-ION IT 5TRUGTUIRAL STEEL To BE A577-f A3b DETAILED,FABRICATED AND ERECTED PER A.1.5.C. " L-CONW R L MR&Lora ro ne WAJ-) MLTiPL1ER Io0 v 160 2A0 400 26. ALL STRUCTURAL WOOD 5HALL BE KEPT 2 BACK FROM CHIMNEYS. e-CM4ZTOR GCAR Lao pwA�n To WAw OI 05/26/22 ISSUED FOR REVIEW I& DOUBLE UP ON FLOOR JOI5T5 UNDER PARALLEL PARTITION,TYPICAL. R-LM/M WNv To Tye RlA9e Ac WA.rat Ww PARAJB To ne E F E F B F E P 27. ALL DOORS To GARAGE AREA FROM INTERIOR LIVING SPACE SHALL BE 3/4 HOUR UL SELF CLO5IN6(MINIM". t TA AMP FL L rd TM LOM LLL I 5. WEM TM TADUATEP RUDER Or NAILS REl,URED N EACH ETD OF STRAP IS t rAxLATeo LRJT A�LATeNA.LOArs alAl ee Pe:osrrl�ro a r:LaxRt9 Pr o:a 02 10/12/22 ISSUED FOR FILING 19. PLEASE NOTE THAT THESE PLANS ARE PROTECTED A&AIN5T ACT OF 1990(AWGPA),WHICH HAS SEVERE PENALTIES. AV 03 Y,MR M400 Tar LAMM WM a Petr m?U.m caaate MAX. NAL SPACNO F_G(I NL T I AND THE MAMN& 15 ATTACH® N AGC.OR "I! WRY( TADL.E gl, TIE 26. WHERE MECHANICAL EQUIPMENT OR PIPIN O PENETRATE OR INTERFERE WiT14 STRUCTURAL FRAME,REINFORCE FRAME AROUND OR r. TA LAM LRrr WAPe ASONW A RPM Rea Aw MM AeMeLy Pew LW a ( STUD 6PAGIN6 FOR � �� RD6E STRAP AND AWIT'l NAi. NALM IS NOT RB";?f_P 03 02/06/23 155UED FOR 5GOH FILING CAST IN PLACE CONCRETE: "�r'd -' smFAmll LOCATION 6. WItN A COLLAR TIE 15 115M N LtHJ aF A RD6E STRAP, me Nillvt6ER ol- �D ADJACENT TO THE INTERFERENCE A5 REQUIRED TO MAINTAIN STRUCTURAL INTEGRITY OF WALL5,GEILING5,FLOOR5,ETC. s. r Mats tars Aa atePss etiR RaR`T°w`u �N�sawa (INGff` OG) 4. WM7i CA. LQM LRrr LP/M Pat wAL TO-W&L oR wAi-ro-raawArm NALS OWAVS 04. "WON NALS REqjRF.D N EAGFt Ei•D OF TM COLLAR TIE NOD NOf EXGP THE 04 Ob/15/23 REVI5ED FOR TRU5TEE'5 FILING (°cocrrsrl M M"KU w&A W-Peaarrrea TO oe r�rm oY a Tar AWe TMLATM MMER OF W CaAAON NALS N A sno- SERA?, OR Tm Rww OF PROVIDE GA5T-IN-PLACE CONCRETE,INCLUDING FORMWORK AND REINFORCEMENT,A5 REQUIRED TO COMPLETE IZ IZ b lz 6 6 IZ 12 D DOx wLS N EAG}t END OF Tm CGu-AR rE iem NOr map n E 05 OW12/23 REVI5EO FOR TRU5TEE 5 FILING CONSTRUCTION,s+roWfN ON THE DRAWINGS AND As SPECIFIED HEREIN. T'° ATE' a` N A �- O6 OQ/2Q/23 REVI5ED FOR TRU5TEE'5 AMMENOMENT R.A✓JI.41 PER tR EDGE ZONE I6 b 6 IZ IZ i (2 7. H/4" 20 GAUGE RVeC STRAP SFtALL. DE A ASTM AM GRADE 75 STSi OR I. COMPLY WiTH AGI 301,"SPECIFICATIONS FOR 5TRUGTURAL CONCRETE FOR BUILDIN65",EXCEPT A5 MODIFIED HEREIN. 2. PROVIDE AIR ENTRAINED CONCRETE COMPLYING WITH A5TM G94.FOR GOMPRE551VE STREN6TH5 SEE TABLE �jLO V TAAw F gJo,l7� ._NEED ORATED W 2.4 b rz i 12 6 12 MONALFaNT R-402.2(3,500 P50. Pam 3. PROVft7E REINFORCEMENT OF TYPES SHOWN ON THE DRAWINGS,AND COMPLY WiTH ASTM 615,GRADE 40,UNLESS GL.A55 OF MATERIAL LOINK� � �"� �� 5 n 6 12 i 12 b n T �9��' „�� GELIN� r.IUI�T' LbiNT (Pa"S PER 69WE FOOT) NrMOR ZONE li i 6 n 12 6 12 Gm�liTION RF�lJIR„ 5 OTHERWISE INDICATED. GRYSTALINE DEDROGIC I2,000 GAPAGI ,,z,s DEAD LOAD ASSLhflrja4S. ROOF CE&JN6 A65ENMY PL=l0 P5F 4. CON50LIVATE CONCRETE IN ACCORDANCE WITH AGI 309. 519U4 c-NrARY AND Fa-IATED ROCK 4000 WALL HF-1017IT WIND 506MIG t-NALM Arm AT PA#i L 24 i IZ 6 6 IZ 5. PROVIDE CONCRETE THAT 15 DENSE AND FREE FROM HONE-YCOM13 AND OTHER DEFECTS. • r-NAIL erAONe Ar W A IPATt AM"N ne rAa.Pro" G-f,0M SNOW L.OAP = 50 PSr SANDY GRAVE AND L rat W&L atA W WM 4 MET a ne cam..T 4 ran•FfftWM mee zafie ATMMW RP ns 6. LEAVE SLAB SURFACES THAT ARE FREE FROM TROWEL MARKS,UNIFORM IN APPEARANCE,WITH A SURFACE PLANE /OR 6RAVH- y ppp G,iL.L Lx usm A TA:I1.ATm It Nat oN cerrtx NAL WMM N:AWS GrMWO A rWAV T°RA•rEt MM PRMAra MOM TOLERANCE NOT EXCEEDING I/8'IN 10'-0"WHEN TESTED WITH A 10'-0"STRAf6HlTEDGE. hW AM � g o41� 19t2 // wIR B MM Pat-WHO,M V*S W O O WZ Sft L F N�G'W M 906E fiE R MR TO f N"oQ ROLL SPAW (i=T) SAND, SILTY SAND, CLAYEY SAND, 15 Z�) It M WL AW ��IN oe ro ra caevar w�a 7. CONCRETE FOR SLABS AND FOOTINGS TO BE AiR ENTRAIfNED FOR GOMPRE551VE STREN6TH5 SEE TABLE R-4022. SLTY 6RAVEL AND CLAYEY 6RAVEL 10 4g60 2'>90 T aJ, e. PLACE WiRE MESH CONFORMIN6 TO A5TM AIM(6xb-I0xlO)LAPPED b"SiDE AND EN95 5ECURELY TIED To6ETHER. (`w, 5P, SM, SC, 6M AND 6t;) rl 52g2. 2gi3 WAL R�._.-_ LE= _ d 1?- 24 T70 - 9. PLACE CONCRETE ON UNDISTURBED 501L WITH 4'POROUS FILL,OR COMPACTED 501L WITH 4'POROUS FILL.FILL CLAY, SANDY CLAY, SLLTY CLAY, EWER T RAwTER RFl>,olllRW "AM 6F WP COMv1ON OR AOD 00% NAILSI Ill Jill EXCESS CUT5 WITH CONCRETE.REMOVE FOREI6N MATTER AND AVOID 5E6REOAT(ON A5 MUCH AS POSSIBLE. CLAYEY SLT, SILT AND SANDY SLT I5opb 104 104 6104 tM 700-YR WIND g 5EL(MT[> GUST 0 20 30 1140 a aPe SPAOINE" (N.) PER Its JOINT C~CTLOI,a,E,4 u FOOTIN65 SHALL HAVE A HINIMA4 OF 5'-0'COVER (CI � �, � �) 2 woop 0 7g4g 4� SITAR WALL �S TAM RF�S BUILDING PLAN I�EVIE1� NOTE: to. ALL OPENING5 FOR BEAM POCKETS,UTILITIES,ETC.TO BE FILLED SOLID WITH NON-SHRINK 6ROVE FOR SI: I Pam PER Squaw Foot = 0.04-6 kN/m 20 8720 4-w Nwt � 12 � 11 17 It. 501L TO HAVE A59M D BEARING CAPACITY OF(1)TONJSQ.F=T.IF POORER CONDITIONS ARE ENCOUNTERED, a. WtEN SOIL TEST ARE FXMIREP DY SECTION R401-I, THE AOMM 61FAmiN6 6MM WALL RONS OP SP�� 16 S 15 22 AILOWADLE DE,4RIN6 GAI'AY.ITIES OF Elf 50L SttALL DE PART t e u WALL atATN.rylMS. ,m cw"'r"AcrrY T��`% NALM NAILS (� 3:12 of NERAA L CONTRACTOR TO STOP WORK AND NOTIFY ARCHITECT.ALL FOOTiN65 ARE TO BE 24'ABOVE WATER OF THE REC414 EWATI0N5. ft%L W-WM OT TM APRPR1ATt atAnen rIM MIMUNr Mrat N TAxe 19.2 9 IS 27 SIM TABLE.IF WATER 15 ENCOUNTERED,STOP WORK AND NOTIFY ARCHITECT. b. WmEPE IN-f'LA(.E SOUS WITH AN Al OWADIJ= DE,4RIN6 GAPAGITY 2. MUOM M AM TMLAW M Or�r ML"N WKXM a6L 4 12. APPLY ONE(1)COAT OF TAR BASED WATERPR Z"AOFIN6 TO EXTERIOR OF FOUND FROM FOOTING TO ABOVE FIN15H Cr LE66 THAN) 1,500 P5F ARELILY TO DE PRE=SQ�IW AT Tl E 3( 2� 12 I - 5LTE, THE ALLOfNADL.E WARM GAPAGiTY 5Ft4u- DE PETHZMINED Y' NAILS 4 3 6PADE 6Y A SOILS INVE5TI6AnoN. P MwVM ispwr�s or 6PAM- A AW Ir (a I� 6 II 17 13. NO BACK FILL SHALL BE PLACED A6AIN5T FOUNDATION WALL-5 UNTIL 15T TIER OF FRAMIN6 15 IN PLACE A5 PER TAi J.IiIA OIL Jeff TO TOP Fjyp'49 rMP SPAGN6 4.12 19.2 7 14 wNY-6- GODS TE ��T 2 3 3� 3� 36 3 9 17 2-5R404.1.7. To TmE DEST cr THE AaRGtiiTEGr6 KNOM D7C- mlS C01J5TRwTm -' 12 4 7( - - - - V14 M}YI�, ( Am, iAMTS AAD EXCEEDS TYE ECU.2a5 All. Le fM AND NEAiIWIGAL (� 5 9 6Y5rDA5 ARE TO i IEET OR DZEEP TI•E REgFZNENfS 6ET N TILE 5:12 2015 (ECG. CaAWN I 4 3( 24 12 - 19.2 II L REGULAR WALLBOARD: PROVIDE TYPE 111,&RAVE R,CI A%1,1/2 THICK,EXCEPT AS MAYBE SHOWN OTHERWISE ON 711IR E �q,D F�i15T Mw SPMD (spry) ILO no Igo Igo Oct; OR THE DRANIN65. OF PA 3- W 3 3( 3( 3( 28 2 14 6Lffa K GOL TY =6750 DECOREE DAYS RNIDER OF W CavMON NALS OR 10 PLIES mwVIN6 6PA6w AND I2" ( '�/� 3( 3( 28 i2 5 2. FIRE-RE515TANT WALLBOARD: PROVIDE TYPE lit,6RADE X,CLA55 1,5AY THICK. RA-TM / CEME, JOIST WAIL W16Hr D W NALS TOE-NALiD) RECpUREP N 6>p,I ME LP SPA(W 3. WATER-RESlSTANtr WALLBOARD: PROVIDE TYPE VII,GRADE W OR X A5 REQUIRED,GLA55 2,W'THICK,EXCEPT A5 �'�M V� V� (�) �) EACH AW/OR CMS' Jam. 2 4 3 i 3(0 3(v 3( 7:12 I( 7 MAY BE 5(-k?1�N OTHERWISE ON DRAW(M65. SEF �`-zGl'�� G��TIONS ATTAGt1ED REG�IARED PROVIDED ro TOP PLATE GOI�1rGnON .,. 3 3( 3( 3( 3� 19.2 4 8 12. 2A 4. CORNER BEA05: PROVIDE METAL ANGLE 5HAPE5 WITH WIN65 NOT LE55 THAN I AND 1/4'WIDE,AND PERFORATED WIWOLN eLAZIN6 UU=AO(N ) L*-." lb FOR NAILING AND JOINT TREATMENT:TO BE U5EP ON ALL OUTSIDE CORNERS AND ALL OFENIN65. 6K)ILL61V 6LAMNO I= ,) i -55 S. ALL WORK TO BE FORMED,LEVEL,TRUE,AND PLUMB. x rArALATeo LPLrR carrcrTa, rases A pRDN3 LZrAT®N n " 05D OR NOD I 4 3( 28 20 12 9 1� 12-/ 3 4 (Qo L prove LUM AM W9"ON Ae.AEPe ow N TA"SA ROOF/GEEING R= {MIN) R='}S x r aua ayes ALA rarALm PweLaia ro RATtaas,TM aM or ne r N ne RA m*o cntn pLYwOOD ymij NAILS ® 6" 3 3(0 3(o 3(i 3(a 19.2 3 (0 9 6. 6YP5UM WALL BOARD SYSTEMS SHALL BE OF A TAPE JOINT AND JONNT COMPOUND METHOD,MINIMUM 3 GOATS. ,Imsr"L tox at MM TM TM"Tw KNM a NMS feamw DMMIOR WALLS R=15(MIN•) R=0 4. ro MP GILW a,NO MOM THM%TM-N"OWL De WA M N e"di Me a A PJMM OR CMM Offr 6prGIES or PANEL M*5t 24 4 gJ (1 VA"MMMV To A rxr"Ta PLATF OR a Toe-WI-4 N 5"GM wter rWW To A rxor Ta PLATr PLES HAWri SPAC4% AND Ir (a wa 3(i 3(0 3(p FLoaR FRMM R=19(MN) R--w 6'Oi� �' '11�' 2 4 3( 3( 3( 3( 12 3 3 5 I. ALL EXTERIOR WALLS AND ROOD SHALL SMA BE INESLd.ATEID WITH ROCK WOOL INSULATION.PROVIDE 2"R-to R)6(D FOAM INSULATION FOR DA.�MQv(T' WAIL (PERIM. INSUJ�rION) R=10(MLN.) R=10 I( 3 4 ( EXTERIOR F-OMA71OtN W(ALJ-5 FROM W BELOW ORAPE TO 24'BELOW 6RADE IF DE-5IRED BY CONTRACTOR OR OkM.CARE SHOULD BE TAKEN NOT TO DANtA6E FOUNDATION WwTr RPRODFiN�. SLAB PFRINETPR (2'-0" P137i) R=10(MN) R=10 3 3( 3( 3( 3( I2:2 19.2 3 5 7 PROJECT NAME: 2. ISBVER,4L1.Y,UNLESS NOTED OTHERWISE,INSULATE AS F�01.LOW5: � 3 ( 9 ALL HVAG PIPING CONVEYiN6 FLUIDS ABOVE 105F OR BELOW 5SF ARE TO BE 6RG1 wl ww SE OMVv E aJI51mr TO P4kw:E MOM WNTT R ICE I. NALM R�IRBvtMS 5tiAl DE PE32MITl ED TO DE R®IX.ED 25% E NAILS ARE K A D I L L A K -9"R-30 FOR FLAT CEILINGS WIND A MWSr e c6HIELp c -e25'R-30C FOR VAULTED AV CATHEDRAL CEILINGS INSULATED TO R-3 OR BETTER LOAD SPEED g c GPOORARNX SPEGAl- C40RM GATE6CRY M LM T1 RMRE TBr1P IAD�IAYhi�Nf ft�F AR M-W CLW4m -3.5'R-15 FOR 2"x4'WALL CONSTRUCTION 5E6 GUST @9£GTS WIND PEDR16 PEPTry HAZARD tR<PEY ANt�1 l 2. 1� J9W 6MECT1ON5 ARE NOT WAUlRE P MIEN THE R� IS %PPORTLV DY A -55"R-21 FOR 2'xb'WALL GONSTRUGTION SUPPLY AND RETURN DUCTS IN ATTICS INSULATED>=R-6 WHERE DUCT 15>=3 fl Rt�� ZONE M NVD( Tf3vPr I OADDFAIZN6 WAtl,ttEAA6Z, OR FLEDGE REAM DE5I6N1FD TO RESIST THE APPLET) INCHES IN DIAMETER AND>=R-6 WHERE<3 IN5HE5.SUPPLY AV RETURN DUCTS F, NO i/O2/20gb 436 52.9 g. LOADY&E NTCRMtP4,TE SUPPORT ld` TYE RA 7 ER 15 PROVIDED DY VetT1GAL STRUTS -725'R-30R 'GEILIN65 IN OTHER PORTIONS OF THE EMOIN6 INSULATED>=R-6 FOR DIAMETER>=3 NO NO NO D SIB 3-0" T w OR Pl1RL.9N" TO A L 6(M RT WAIL, RAl MACUAPR ttEE JOINT nc-AL TION INIGH!£5 AND R-42 FOR<3 INCHES(N DIAMETER A WEAlTHERIN6 MAY REWIRE A HIGHER STRETN6TH CONCRETE OR GRADE OF MA50h'R1'THAN NECESSARY TO SATISFYTHE STRUCTURAL REQIIORL-I•ENTS OF THIS CODE.THEWIEATI•ERiN6 COL"SHALL BE FILL® RFl(UIRE3MVS SEAL DE RWWTTW TO DE REPWW PROPORTIONALLY TO1N NTH TIE RIDUGTTON 15 BAN 3. NI1032.t INSULATION. SUPPLY DUCTS IN ATTICS SHALL BE INSULATED TO A MINI"OF R-B.ALL OTTER DUGT5 SMALL BE INSULATED TO WEATHERIN6 INDEX Q.E.'NE6L.165LE'WODERATE'OR'SEVII2E")FOR CONCRETE A5 DETERMINED FOR TIE WEATLERIN97 PROBABILITY MAP(FIGURE R3012i3)l THE GRADE OF MASONRY UNIT5 SHALL BE DETERMINED D 4• N/A fN ION 6MV6TS ARE R!� FOR GEEING JOIST TO GEEING JOIST LA' STREET ADDRE55: 715 MILL CREEK DRIVE MINIMUM OF R-6. BUILDING CAVITIES ARE NOT TO BE USED A5 PLENUMS OR DUCTS. 5PLVZS FROM ASTM G 34,C 55,6 b2,G 73,G 90,G 129,G 216,OR 0 652. 5. TA15LLATEP IlM XW GOMF MON RF1,(IJ DANT6 DO N Or MIM Tim ADDITIONAL. TOWN: EAST MARION t• TF!'nt a DUCT O T2 WI TESTAIR HRESULT OF R 25 POLO FT2 ACROSS THE SYSTEM OR<=3 S. THE FROST LINE DEPT14 MAT REQUIRE 17f�FOOTIN66 THAN INDICATED IN FIGURE R403.IQ0.THE JLRI5010TIONI SHALL FILL IN TIE FRONT LINE DEPTH COLUMN WITH THE MINIMUM DEPTH FOOTUJ6 BELOW FINISHED 6RADE " eff � � ��' ��I'Y' 5TATE: NEW YORK Gfi�1/100 F72 NTHG4IT AER HANDLER A 25 PA I. FLASH ALL OPENIN66 iN EXTERIOR WALLS. G. THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE TO INDICATE THE Nr�FOR PROTECTION VEPENDIN6 ON WETHFR THERE HAS BEEN HISTORY OF LOCAL SUBTERRANEAN TERMITE DAMA6E. TAMATED ML JOW C~CT1ON RANTS A55UW CELM JOI�SS OR P05TAL CODE: IIg3q 2. CAULK ALL OPENINk55 AND JOINTS IN EXTERIOR WALLS WITH TREMCGO"N10N0'(COL OR A5 DfRECT�). � � TfER'M05TAT5 ARE TO BE INSTALLED FOR CONTROL OF RWTER TIES ARE LZATEP AT TM DOTTOM OF THE AT71G SPACE WA•1FSL CEILING PRIMARY HEATING AND GOOL..IN6 SYSTEMS AND INITIALLY 5E7 BY D. TiE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH THE WiND SPED FROM THE BASIC WIND SPEW MAP 11FOURE R3012A(4)1 WIND EXPOSURE CATE60RY SHALL BE DETERMINED ON A SITE-SPECIFIC BA515 iN JOISTS OR RAMM TES ARE LOCATED MOM IN TM ATTIC SPADE, NO ATTIC LOTS 1000-135-03-35.1 3. ROOF 51-1I146LE5 SMALL BE 30 YEAR ASPHALT AS SELECTED BY OWNER. MANUFACTURER TO CODE SPECIFICATIONS. ACCORDANCE WITH SECTION R3012.1.4. SHALL 0E 65 AS P9 A THE I.rADILLAT FAIL JOW CONNECTION REWREANTS SITE NUMBER: N/A �11E 62EK, E. THE OUTDOOR 17E516N DRY BULB TEMPERATURE SMALL BE 5E3KTED FROM THE COL"S OF 97-IA7R',VALUES FOR WINTER FROM APPENDIX D OF THE INTERNATIONAL F°L.UMBIN&CODE DEVIATIONS FROM THE APPENDIX D I. 5TAKEOVT 15 TO BE PERFORMID BY A LICENSED SURVEYOR,OR BY A WALIFiE D SUB-COX CTOR T _ ADI 11.1 WIMMffibt 2=n MQ=10 TEMPERATURES 514AU BE PERMITTED TO REFLECT LOCAL CLIMATES OR LOCAL WEATHER EXPERIENCE A5 DETERMiNED BY THE BUILDING OFFICIAL. GEEING M&W / Ma- JOW CODE ' ROOF RD6E 6~-6TION 2. VERIFY ALL 61VE3N DATA ON DR.AWIN65.IF THERE 15 A DISCREPANCY,RECEIVE CLARIFICATION FROM F. THE JURISDICTION SHALL FiLL IN THIS PART OF THE TABLE WITH THE SEISMIC DE516N CAT55ORY DETERMINED FROM SECTION R3012.2.1. FLIGHT HG/H6 tf ARGHITECTOOINEER PRIOR TO PROCEMIN6. I �j ADG 6. 71E JURISDICTION SHALL FILL IN T1415 PART OF THE TABLE WITH W THE DATE OF THE JLRI50iGTION5 ENTRY INTO THE NATIONAL FLOOD INSURANCE PROGRAM(BATE OF ADOPTION OF THE FIRST COVE OR ORDINANCE OR i FACTORS 3, EXCAVATE AND BACKPILL FOR WORK INDICATED ON DRAWIN65.STOCKPILE TOPSOIL OBTAINED FROM STRIPPfN6 FAQ MANA6&e?r OF FLOOR HAZARD AREAS).(B)THE DATE(5)00 THE CURRENT LfiFEGTIVE FIRM AND F9FM,OR OTHER FLOOD HAZARD MAP ADOPTED BY THE COMMUNITY,AS MAY BE AMENDED. i T T 112 2 DRIVEWAY AND BUILDIN6 SITE.STOCKPILE ALL EXCAVATED MATERIALS. FASTENER TYPE H. IN ACCORDANCE NTH SECTION R9O5.2.7.1,RO95.43.1,R9O553.1,R905.73.1 AND R905b3.1,A-ERE THERE HAS BEEN A HISTORY OF LOCAL.DAMA6E FROM TIE ISFEG75 OF ICE DAMMING,THE JURISDICTION SHALL FILL iN 1/3 1.5 4. NEW AND EXI5TIN6 BACK FILL MATERIAL ARE TO BE FREE OF WE975,TREE ROOTS,ROCKS,AND DEBRIS.ALL SURPLUS PANEL, SPAN 4 FOOL < PMFI 6 FOOT < PANEL, TH15 PART OF THE TABLE NTH PIPES".OTHERWISE,THE JURISDICTION SHALL.FILL IN THE PART OF THE TABLE WITH'NO' 1/4 1.33 � 4 F00f SPAN s i FOOT SPAN s g FooE- 1/5 1.25 MATERIAL THAT 15 UNSUITABLE FROM BACK FILL MATERIAL 5HALL 13E REMOVED FROM SITE. 2;--1/2!' # cry � � � f. THE JURISDICTION SHALL FILL IN TH15 PART OF THE TABLE WITH THE 100 YEAR RETURN PE3RIOD AIR FREEZIN6 INDEX OF DAYS)FROM F16URE R4033(2)OR FROM THE 100 YEAR(99 PERCENT)VALUE ON THE NATIONAL 1/6 .2 S. PROTECT TREES WITHIN EIGHT FEET OF THE BUILDING. CLIMA0710 DATA CENTER DATA TABLE"AIR FREEZIN6iNMX-USA METHOD(BASE 32°F)' � D A 11 PROJECT NUMBER: 2022-0021 LAB SCREW Iry w �" 1/10 1.1E rM a: I Na,-,sAM J THE UR15DiCTION 5HALL FILL IN THIS PAST OF THE TABLE NTH THE MEAN AM'UAL TBIRRATVRE FROM THE NATIONAL CLIMACTIC DATA CENTER DATA TABLE'AIR FREEZINSINDEX46A METHOD(BASE 32'F)' �"� C INITIATED DATE: 03101122 o K. IN ACCORDANCE NTH SECTION R3o12J5,WHERE THERE 15 LOCAL HISTORICAL DATA DOCR-ENTIN6 5TRUUGTURAL DAMA6E TO BUILD(N95 DUE TO TOPOGRAPHIC WIND SPEED-UP E FFEGTS,THE J JSVIGTION SHALL FiLL IN C�� .5�� B' `�At`� 1�� DRAWN BY: 5BA A TW TWZ La P&W ON IV W"ww Gams Arc A es•Pa7r L6N Mr reds. THi5 PART OF THE TABLE WITH YES,OTHERWISE THE JURISDICTION SHALL INDICATE NO IN THIS PART OF THE TABLE. A` A rAsrea�a6L oe NerA.LID a or~LSD,!a ne wwp onwaTum PAa_ C+` co � � CHECKED BY: 5BA 4AraiMM faCM nw AA AA"-K LL�TT49 0t �L9e Y RML=AMC"Lmmu�Arr L. IN ACCORDANCE NTH FIGURE R30f2(4)A,WERE THERE 15 LOCAL HISTORICAL DATA DxUMENTTN6 UNUr.�UAL WIND GONDITION5,774E JW150IC71ON SHALL FILL IN THIS PART OF THE TABLE WiTH YES AND IDENTIFY ANY ,t � � � '- VVN POAM4 S AM aWM Of r'��MW VMS M novas Garr SPECIFIC REQIUIIRE't ENTS.OTH4ER1"1l51"THE JURISDICTION SHALT INDICATE NO IN THIS PART OF THE TABLE +s DRAWING NUMBER: aLsr ww ve.alrzs r FWM Rsf O a6L rx CO MMOV To ev rlgr MLe wre aesa;rree usds rMZ RMltte. > Aft^ok A%o M. IN ACCORDANCE MTN F16VRE 3012.12.1 THE JURISDICTION 5HALL INDICATE THE N"ID BGRNE DIMS WIND ZONK5).OTHERWISE THE JIRISDi0710N SHALL INDICATE NO IN TH15 PART OF TEE TABLE. N. THE 6ROUND SNOW LOADS TO BE U5W iN DETFRMININ6 THE DESIGN SNOW LOADS FOR ROOFS ARE 61VEN iN F16ME R30i2(5)FOR SITES AT ELEVATIONS UP TO 1000 FAT.SITES AT ELEVATIONS ABOVE HOOD FIST -1 03 6�1 • SHALL HAVE THEIR 64RO(W SNOW IAA:D INCREASED FROM THE MAPPED VALUE BY 2 P5f FOR EVERY 100 FAT IN ELEVATION ABOVE 1000 FEET. �F (+� PAGE: 3 OF q STEVE AFFELT GONTRAGTOR TO UTILIZE ARCHITECT GALV 51MP50N 5TRON6 TIE GONNEGTOR5 OR PHONE: (631) 553-6333 APPROVED EGUAtiL PO BOX 762 LSTA21 o OREA�T RIVER, NEW 1'ORK 1173'� --- ° A34 ° 0 ° e o CONSULTANT: °. ° o • L.STA24 0 O e H8 UPLIFT ANGHOR5 NOT ° °H8 H8 H • ° a NEEDED IN TH15 AREA (EXGEPT 51LL ANGHOR5) ° ° ° ° SEP 1 3 202^ O o ° ° ° 1 ° southoldlown - A34 `~ `'— e H8 ° ° °° ° ° o o Board of Trustees H8 ° I FHH4 HH4 ° MTS30 51NCLE-5TRAP ° °0 APPLIGATION °0 (MULTIPLE5 °o PLOT PLAN 0 �\ — I M,4Y BE USED) ° LSTHD8 � I °° � HTT5 0 SP4 FRAMED OPENING REQUIRED REQUIRED CRIPPLE STUD STRAPPING REQUIRED STRAPPING AT RAFTER SILL STRAPPING DETAIL WITHOUT CRIPPLE AT FRAMED OPENING PLATE STUDS °• NO. DATE DE50RIPTION 01 0B/26/22 155VED FOR REVIEW NOTE: REFERENCE BUILDING PLAN FOR NOTE: REFERENCE BUILDING PLAN FOR 02 10/12/22 155UED FOR FILIN6 PFS MODEL AND FRAMING MATERIAL TYPE. PFS MODEL AND FRAMING MATERIAL TYPE. 4" S2, TYP. •�, 03 02/08/23 155)ED FOR 500H FILIN6 04 ObA5/23 REVISED FOR TRUSTEE-5 FILING 1 �4" 05 08/I2/23 REVISED FOR TRUSTEE'S FILING • BD ) " BD (11.25" O6 Oq/2q/23 REVISED FOR TRUSTEE'S AMMENDMENT MIN. MIN. MIN.) 1 Xi" S1, IYP. CW BZ CW CW CW CW- (9.25" MIN.) S1, TYP. PW(9.25 MIN. (3.5" MIN. (9.25" MI .) COLUMN AND BEAM ASSEMBLY " S1, TYP. COLUMN/ COLUMN BEAM H1 H1 MODEL MATERIAL BEAM FASTENER ROW ROW W1 W1 N0. THICKNESS (IN.) FASTENERS S SPACING, F ROWS SPACING, Sl, TYP. St (IN.) S2 (IN.) (2 — 18) LVL 3 J4 0.162 x 3 4 10.5 2 16.0 SINGLE—WALL PORTAL LENGTH DOUBLE—WALL PORTAL LENGTH pF/SP/SPF/H 0.162 x 3 EQUATIONS EQUATIONS S1. PFS12 F1 3 Xi X 4 9.0 2 16.0 TALL COLUMN (Cl) On H1 + BD — 1 TALL COLUMN (Cl) = H1 + BD — 1 DF/SPFSPF/H 3 0.148 x 3 4 9.0 2 12.0 SHORT COLUMN %• LONG BEAM (B1)(C2)W1 +1CW + PW LONG BEAM (B1)(C2)W1 +1CW + CW •� 18" LVL 3 o.16Xx 3 3 10.5 2 16.0 BUILDING FLAN REVI H NOT: 1 SHORT BEAM (B2) = W1 / H HIM QE T62PkXE 1 � SHORT BEAM {82) = W1 + PW �I'S W2238b MA BE SUB TITUVED F R tAILS AT9A0 1: 2 16.0 RE FWQFM7H 3 0.148 x 3 3 9.0 2 12.0 NOTE: EVERY F LEGEND * H1 FOR THE PFS FRAMING IS THE OPENING -- * H1 FOR THE PFS FRAMING IS THE OPENING OTHER ROW IS MEASURED FROM THE TOP OF CONCRETE AT LEGEND HEIGHT MEASURED FROM THE TOP OF CONCRETE O BD = BEAM DEPTH H1 = OPENING THE HOLDOWN LOCATION TO THE BOTTOM OF BEAM. BD = BEAM DEPTH H1 = OPENING AT THE HOLDOWN LOCATION TO THE BOTTOM OF INSTALLED ON HEIGHT ACTUAL OPENING HEIGHTS WILL VARY DEPENDING HEIGHT OPPOSITE SIDE. CW = COLUMN W1 = OPENING FOOTING TYPE. TAKE CURB HEIGHTS INTO CW = COLUMN W1 = OPENING BEAM. ACTUAL OPENING HEIGHTS WILL VARY WIDTH WIDTH DEPENDING FOOLING TYPE. TAKE CURB HEIGHTS WI = POST WIDTH CONSIDERATION WHEN CALCULATING COLUMN WIDTH WIDTH INTO CONSIDERATION WHEN CALCULATING COLUMN LENGTHS. IPW = POST WIDTH LENGTHS. SINGLE WALL PORTAL INSTALLATION DOUBLE WALL PORTAL INSTALLATION BUILT-UP COLUMN AND BEAM NAILING 1 V 1 X" Y4" TYP. B1 • 1 TABLE 1-1264 TRU55 IPENTIFI6ATiON 516N LOGATION5 1 7� Y4" TYP 4x4 51gn location 51gn placement TALL COLUMN (Cl) TALL COLUMN (Cl) Fo. Exterior building entrance Attached to the door, or attached to a sidelight FRONT FRONT C2 C1 doors,exterior exit or the face of the building,not more than 12 " ' : ' ABW44Z discharge doors, inches (305 mm)horizontally from the latch side . a .;N, Y4" TYP. f— and exterior roof access of the door jamb, and not less than 42 inches ' - ROMAN ALPHANUMERIC B1 doors to a stairway (1067 min)nor more than 60 inches ((524 min) DE516NATION OF PFS-HKS above the adjoining walking surface GONSTRUGTION TYPE PROJECT NAME: BASED ON SECTION 602 Exterior building entrance Attached at each end of the row of doors and ; :ws" SINGLE-WALL 9 4. Exterior doors, exterior exit at a maximum horizontal distance of 12 feet OF THE BUILDING GODS OF ��D' �� PORTAL °f''` k-' NEW PORK STATE B discharge doors, (3.65M) between signs,and not less than 42 _ ( ) inches 0067 mm)nor more than 60 inches (1524 SHORT COLUMN C2 and exterior roof access Y4" TYP. CENTER STRAP doors to a stairwa ON POST, y mm) the adjoining walking surface. NE SIDE ONLY $` Fire department hose Attached to the face of the building,not more ' REFLECTIVE WHITE C1 than 12 Inches (305 min)horizontally from the ,;. ,;.-. BACIK C2 connections : : ;. w center line of the fire de artment hose V° COLUMN-TO-BEAM -MOMENT SINGLE-WALL PORTAL p v,h;. connection,and not less than 42 inches (1067 °, w STREET ADDRESS: 775 MILL CREEK DRIVE CONNECTION DETAILS POST-TO-BEAM DETAIL „. ';<. mm)nor more than 60 inches (1524 mm)above the TOWN: EAST MARION COLUMN—TO—BEAM MOMENT CONNECTION INSTALLATION adjoining walking surface. 1. CONNECT THE BEAM SUB—ASSEMBLY TO THE COLUMN SUB—ASSEMBLY STARTING WITH 12 TALL, FULL—WIDTH 1 g 9 STATE: NEW YORK THE SDW SCREWS (PROVIDED), AS SHOWN. WOOD STRUCTURAL PANEL PFS-HKD ...,..,.,,_ , ?om x r POSTAL GODS: 2. INSTALL THE PFS—MCS STRAPS USING 0.148 —DIAMETER NAILS (2 X�" MINIMUM LENGTH). SHIM BLOCK, �g" MIN. DOUBLE-WALL '' ``" ` �' ''' LOT5 1000-135-03-35.1 THE STRAPS MUST BE INSTALLED HORIZONTALLY ON THE TALL COLUMN (Cl) SIDE AND kz NOMINAL ,:..`.•.a'v PORTAL { ' a 5ITE NUMBER: WA VERTICALLY ON THE SHORT COLUMN (C2) SIDE, AS SHOWN. "F" FLOOR FRAMING, .; NO STRONG—DRIVE #1Ox2 Yz" (SD10212) CONNECTOR SCREWS (NOT PROVIDED) MAY BE SUBS11TLITED FOR THE NAILS. INCLUDING GIRDERS AND BEAMS COLUMN-TO-BEAM CONNECTION 2X SOLID SAWN ASSEMBLY WITH SHIM BLOCK AT HOLDOWN ;;, ;, "R" ROOF FRAMING ry, .., 516N REQUIRED FOR "FRO FLOOR AND ROOF DETAILS AIND I FRAMINGyx M FRAME DWELLING WITH '' 61RDER5 d BEAM5 IN FLOORS AND TRUSS IDENTIFICATION SIG PROJECT NUMBER: 2022-0021 IT :: I/2 " ' I/4° �,\r,<tEDgRc INITIATED DATE: 03101122 COMPLIANCE H 1 YC PART 12 STROKE rr :�.;:.ef ��N B, �9,�� fit ,.., DRAWN BY: SBA DE516NATION FOR CHECKED BY: 5BA T OSTRUCTURAL COMPNENS '� ' ���:: :.; ,> :_.'< .,,•. �' DRAWING NUMBER: THAT ARE OF TRU55 CON5TRUGTION 0 a% A&A EXAMPLE 5167N SHOWN ABOVE �3 6 A,\I-- G-u j uV ©� �Of ��''N,✓ PA&E: 4 OF 9 171-01, loll31-711 IO b'-! 1/2" STEVE AFFELT CONSTRUCTION NOTES ±25'-41/2" ;f 71-5" ±17'-I I/2"m 3'-1011 I'-8° GI GENERAL - REMOVE EXI5TIN6 FINISHED FLOORING THROUGHOUT. INSPECT SUBFLOOR, A R%Aglm�# H I T E CT REPLACE ANY DAMAGED PANELS. NEW WOOD FLOOR WHERE INDICATED. I r-'-------"------------------------------1 C2 GENERAL - KITCHEN AND BATHROOMS ARE TO RECEIVE CERAMIC FLOOR TILE r-------------------_____-_ -_____ I r-----------------------------------� I I I , I PHONE: (631) 553-6333 CEMENT BOARD BASE. COLOR AND TYPE TO BE SELECTED BY OWNER. C3 GENERAL - BATHROOMS ARE TO RECEIVE M015TURE RE515TANT GYP BD IN ALL I I v - I I PO BOX 762 OTHER AREAS. PROVIDE TILE UP 4'-0" ON ALL OTHER WALLS WITHlN BATHROOMS I�i/ I NEW 3,500 P51 POURED x EXI5TIN6 DWELLIN6 15 TO BASE TILE AND GAP TILE. I I i� CONCRETE 2" TH CONCRETE � N I %` I ❑SEAT RIVER, NEW YORK 1113q I CRAWLSPACE BE LIFTED AND EXISTING CRAWLSPACE ( I I RAT SLAB OVER z -, GMU FOUNDATION WALLS I I 04 KITCHEN CABINETRY AND COUNTER ARE r0 BE SELECTED BY OWNER. PLUMBER 15 TO I I POLYETHYLENE 10 MILS AND FOOTING ARE TO BE I I MAKE FINAL CONNECTIONS AND PROVIDE ALL FAUCETS, SINKS, SHOWER TRIM ETC. ALL I I I I = REMOVED THROUGHOUT TO BE SELECTED BY OWNER. KITCHEN 15 r0 RECEIVE BACK5PLA51-1 TILE,SELECTED I ( � I I BY OWNER AND INSTALLED BY CONTRACTOR. I i I I `� CONSULTANT: -_- ----------------------------------- 05 6ENERAL - ALL EXISTING EXTERIOR WALL 5HEATHIN6 15 To REMAIN UNLE55 DAMAGED i _ _ _ _L _ _ _ - C6 MECH ROOM 15 TO BE IHR FIRE RATED CEILING AND WALLS. DOORS ARE TO BE 45HIN I I ( 1 �--------------------------- ------- , I I RATED. Ll 67 REMOVAL ALL REMAINING GYP WALL W. NEW CLEAR CEDAR PANELING THROU&H0JT 1 1 I I z I I I DWELLING U.O.N. FILL EXTERIOR WALL CAVITIES W/SPRAY FOAM INSUL. EOUIV r0 m ( I I I ( R20 OR GREATER I I Ij w _ I +� I I I w I I Li ---- I i NEW EXCAVATED 1 3 c04 I ( I I BASEMENT EXISTING 2X5 I ( EXISTING DWELLING IS TO I I T --- , I I STORAGE fF FJ O.C.G.16 Southold Town III BE LIFTED AND EXISTING I r , I SYMBOL LEGEND I REGREATION PA E I ��ro of Trustees GMU FOUNDATION WALLS i I I I I N I I NON-HABITABLE AND FOOTING ARE TO BE LIJ L I I I NEW PARTITION Gs NOTE TAG REMOVED THROUGHOUT I I FULL HEIGHT i ( ) ROOM I I I I i —� I I- - I EX15T1N6 2X8 FJ'S NEW RATED PARTITION ROOM TAG I z I ~ 16" O.G. I I I I I 1 1 I I I EX15TING PARTITION To ' 1 x I I RECEIVE NEW GYP BOARD PARTITION TYPE TA6 I I I x , '� —_---------� I I I I I 1 1 I I 11 r J J I I EXI5TIN6 PARTITION TO R RELOCATED I I NEW(3) 2XIOF . NEW (3)2x10 I I _ r I I REMAIN I - - - - - - - - I I N PLOT PLAN I_ II L-_____ I CEILING HEIGHT I EXI5TIN6 DOOR TO DATUM I NEW 3,500 P51 - —+ I I I 1 1 REMAIN I CONCRETE 5 TH I 1 1 LJ_____J 1 I EXISTING 2X8 - CONCRETE I I I L__I I I I I I III - EXI5TIN6 DOORMAt_L TO A_1 SECTION I I WALL t^U#4 VERTICAL FJ O G I6 -- _ I I I i I I L- J I I = - MARKER I I BARS 032 O.G.d #4 I I ( I I I ( I I n-----� BE REMOVED II EX15TINO 2X8 FJ'S O CRAWL SPACE I I I I \ I I ( I HORIZONTAL BARS @ Ib I �p I I I I I / III I I 51 NEW DOOR I j O.G. ' 016" O.C. I I I I I I ELEVATION I x � I I III I I (SEE SCHEDULE) I � I i 4 A—I 2 INDICATOR SMOKE DETECTOR i 1 1 EXISTING DWELLIN6 15 TO �--1 I f-f I BOILER ROOM I I ( ( I ' ( NEW 3-1/2"0 5TL LALLY I :.; , 4;:: I I I BE LIFTED AND EXISTING I I I I I U_____ I I ( W 3,500 P51 20"X8" COL ATOP 5/16"TH 8"xb" az GMU FOUNDATION WALLS LI� I -_----J CONCRETE FOOTING I I I I I ( " " KEY AND # STEEL BASE PLATE I I I AND FOOTING ARE TO BE I ( EXISTING DWELLING I I n ( BARS ® O.G. 4 I 000 I � 11 ANCHORED r0 NEW 4, , REMOVED THROUGHOUT H 15 TO BE LIFTED AND I I I --------- P51 CONG FOOTING W/ 1/2 m I I I z I I I ( EXl5TIN6 CMU I T T"'�-(� I I I S DIA, x W'LONG NEW #4 I I I I ( FOUNDATION WALLS - I x BARS ® 8" O.G. EACH WAY I 5'1 w AND FOOTING ARE ±q'-5 I/4" � ±7'-II I/4'1 I I I I III r0 BE REMOVED / I I ( THROUGHOUT ( ( I I ( I ( I I I L __--�„�_,_- ---- _--J -I---�L 1 -�_----� - "-�-'" I N NO. DATE DESCRIPTION L___-------_I________----J LL=_-e== �J I-------- 08/26/22155UEDFORREViEW I �L_____-_____ ------- --------.._-__�_J -----------------------.----- -------- -.__ 10/12/22 155UED FOR FILIN6 IN I L 02 03 02/05/23 155UEP FOR SGOH FIL 6 ±25'-4 1/2' II'-211 04I 0b/15/23 REVISED FOR TRUSTEE'S FILING L-------------------------------------- it 11 Ir lb'-8 1/2" !0 loll- O 3'-2" 05 05/12/23 REVISED FOR TRUSTEES FILING a� 06 Oa/2a/23 REVISED FOR TRUSTEE'S AMMENOMENT EXISTING CELLAR PLAN PROPOSED CELLAR PLAN SCALE - 1 4 =1 -0 SCALE - 1 4 =1 -0 � � 1- 11 1 Ii 1 11 1 11 1 11 I- tl 3 11 7/8 5-4 I/4 5-4 1/4 4-II I/2 4-II I/2 3 II 3/4 N � ❑ ❑ - CW245 CW245 CW245 CW245 REMD C�,y�Ct{W, NEW X 6 � (2) 2XIO (2) 2XIO (2) 2XIO (2) 2XIO ENCLOSED PORCH TYP F REMOVE EXISTING KNEE WALL m � " STONE FLOOR CLEAR � ry 30 KNEE WALL � - 30" KNEE WALL o x CEDAR WALLS AND I If)� 11 GEILiNGS ° BUILDING PLAN I-EVEH NOTE: I I REMOVE EXISTING PARTITION e a �� � 6 I/2 1 �� b I/2 � It 1 11 v -• WALL, TYP FOR SYMBOL NEW 2 X 6 3-1 1/2 7-2 6-10 3/4 7-2 2'-1 77 (2) 2x12 HEADER (2)2x12 HEADER (2)2x12 HEADER -- - --�-_-----� C----- _ - - - - - - -_ - N - - - STAIRCASE TO COMPLY I -::.......-. ......... I,.::...... b-O (P METAL 5PIRN i �......-. I REMOVE EXISTING DOOR, TYP � � \ FOR SYMBOL W/R311.7.10.1 ^' --- x - - - - - - � _ :- -:.__ --- -^; ' ... ................. .. ...................[.. C:..' :._........:::;I......�........ ............................ .........................................:...................................... _..__. _� _. �I I_ NEW STACKED STONE N � CHIMNEY FACE W/ ® a 1 1 I I ( . ......... ..__::.-._[........ ....... ® I MANTLE IVING ROOM -,--...._.._.....___ L W 5% "2 / i'. LIVING ROOM -II _ = ,`v_..._.. -:. I LINE OF OVERHANG STONE FLOOR, CLEAR - I ABOVE L_ BATHROOM BATHRoo ------_--- ;_-- CEDAR WALLS AND ------- _ --' (---� _ I � TILE FLOOR J I GYP BD GEILiN6. \4" _. „... ..-.1 J WALLS S ............�!...... -HEATED (2) 2x12 (2)2x12 NEW 43X 6� (2) 2x12 STORAGE HEADER HEADER - - _........ _..................._....__.._ 1 PROJECT NAME: HEADER IL BEDROOM I BEDROOM EI'js f' I WOOD FLOOR � T/,yG I WA5H1 R I KA D I L LA K GYP BD WALLS °x DRYER I - ► HEN K rG z I _ o o TILE FLOOR zz 6YP BD lu, I ,W. WALLS I � I STREET ADDRESS: 775 MILL CREEK DRIVE sn TOWN: EAST MARION STATE: NEWYORK _____ o i T T � BEDROOM - ;, P05TAL CODE: llg3a LOTS 1000-135-03-35.1 "{! ' +' 517E NUMBER: WA REMOVE EXISTING � REMOVE EXISTING � � �___� 6��p FLOOR MfLLWORK , PLUMBING \\\\ � FIXTURES -�' m 2 01 im- i . in - --- - AND NOTES OVERHANG TW304bL _.� =� TW3046 `�._ ____.� _��i �_ _!i!L;[;JF- LINE OF �- - - - - - - - - J - ABOVE - - - - - - - - - - - - - - - - - - - - - - - - L_ - - - - - (. F-©� PROJECT NUMBER: 2022-0021 f ±25'-4 1/2 !:::; '-511 '� ► INITIATED DATE: 03101122 �4'-O 1/2° :[.. W.._ .... .: ...1 ::.::.:, J." .._!�..- (9 Eta �. q c ,� DRAWN BY: SBA GHEGKED BY: 5BA FIRST FLOOR REMOVAL PLAN 2� 4 8' PROPOSED FIRST FLOOR PLAN � 48 DRAWIN6NUMBER: 2 A = 1 4"=1 '-01} 1 4" = 1'-011 - - i1 SCALE / � SCALE - 1/4"-1 '-0" `9J1, �3T61�� p�' UU0004 NIEPAGE: # OF 7 Jim 1 11-111111111111 1 oIII "TEVE AFFELT CONSTRUCTION NOTES I 6LA55 $ ALUM RAILING SYSTEM. COORDINATE ........................ ............. ................. .................................................... .................................... .................. ............. .......................... An OWNER 01 GENERAL - REMOVE EXISTING FINISHED FLOORING THROUGHOUT. INSPECT 5UBFLOOR, REPLACE ANY DAMAGED PANELS. NEW WOOD FLOOR WHERE INDICATED. :7 MLCOW C2 GENERAL - KITCHEN AND BATHROOM5 ARE TO RECEIVE CERAMIC FLOOR TILE FLAT DECK EPPM ARCHITECT CEMENT BOARD BASE. COLOR AND TYPE TO BE SELECTED BY OWNER. WATERPROOFING MEMBRANE W .................................. 63 GENERAL - BATHROOMS ARE TO RECEIVE M015TVRE RE515TANT C7rP 60 IN ALL i PEDESTAL PAVER SYSTEM OTHER AREAS. PROVIDE TILE UP 4 O" ON ALL OTHER WALLS WITHIN BATHROOM5 W PHONE: (631) 553-6333 BASE TILE AND CAP TILE. PO E30X 762 C4 KITCHEN CABINETRY AND COUNTER ARE TO BE SELECTED BY OWNER. PLUMBER 15 TO 6-0"4) METAL SPIRAL BALCONY ACCE55 GREAT RIVER, NEW '(ORK 1113q MAKE FINAL CONNECTIONS AND PROVIDE ALL FAUCET5, 5INK5, SHOWER TRIM ETC. ALL 5TAIRGA5E TO COWL( BRIDGE W 36" HIGH To BE SELECTED BY OWNER. KITCHEN 15 TO RECEIVE BACK5PLA511 TILE, 5ELEGTED W R311.7.10.1 METAL RAILING 51DE BY OWNER AND INSTALLED BY CONTRACTOR. MOUNTED TO BRIDGE. 65 GENERAL - ALL EXISTING EXTERIOR WALL 5HEATHINC715 TO REMAIN UNLE55 DAMAGED CONSULTANT: Ob MECH ROOM 15 TO BE IHR FIRE RATED CEILING AND WALLS. DOORS ARE TO BE 45MIN BALCONY ACCE55 RATED.' BRIDGE W 36" HIGH C7 REMOVAL ALL REMAINING 6(P WALL 50. NEW CLEAR CEDAR LAP BOARD KALL5 AND METAL RAILIN6 51DE ON NEW STACKED STONE e- CHIMNEY FACE W C CEILING THROUGHOUT DWELLING U.O.N. FILL EXTERIOR WALL CAVITIES PV!5PRA( MOUNTED TO BRIDGE. OPEN TO 5ELOkq MANTLE FOAM IN5UL. EGUIV TO R.20 OR GREATER 0 CLEAR CEDAR LAP BELOBOARD CEILING z L 202 24 NEW 2XIO @ NEW 2XIO @ SYMBOL LEGEND KNEE WALL RR5 Ib" O.C. j I RRS 16"O.C. Southold TOM'n NEWPARTITION -FC7,5 NOTE TAG guard of Trustees t EXISTING CHIMNEY TO (FULL HEIGHT) ROOM BE EXTENDED TO F-v-� ROOM TAGNEWRATED PARTITION COWL(WITH RI003.q EXISTING PARTITION TO 5-1/4" X 5-1/4" 6LULAM PARTITION TYPE TAG RECEIVE NEW GYP BOARD EX15TIN6 PARTITION TO R RELOCATED NEW2XIO @ RW5 16" O.G. KINGTRU55, 7YP OF(4) REMAIN 20' 100 MINIMUM X'-X" EXISTING DOOR TO CEILING HEIGHT NSW2XIO @ DATUM RRS 16" O.C. REMAIN (2) NEW VELLUX VGE PLOT PLAN SECTION 224b SKYLIGHT EXISTING DOOR/WALL TO A-1,f MARKER BE REMOVED @ 10 NEW DOOR Q) F _T" P4000 FLOOR T:12 (5EE SCHEDULE) 4 A-1 2 ELEVATION R I I CLEAR CEDAR LAP� I I - INDICATOR c� BOARD CEILING L_ _j O SMOKE DETECTOR NJ b (3, S! ................... kQ -1 NEW VELLUX VCE 2230 EAVE r- 5K(LIC7HT EAVE TILE .......... BATHROOM CLOSET I FLOOR C,FM NOOL? ......................................... a'-II 1/4" C, .......... .......... v 3'-cf 112" 51-5" cf'-I 3151f 51-5 501 3'`! 112" ±251-711 NO. DATE DESCRIPTION 2-2XIO 2-2XIO �751 Ot3/2&/22 1-59JEL? FOR REVIEW HEADER HEADER 02 10112122 I_5WED FOR FILING 03 02105123 155UEP FOR 500H FILING 04 Ob/15123 REVISED FOR TRUSTEE'S FILINC, 05 05/12/23 REVISED FOR TRUSTEE'S FILING 3 PROPOSED SECOND FLOOR PLAN 06 Oq/2q/23 REVISED FOR TRUSTEE'S AMMENDfIENT SCALE 1/4"=V-0" - F-———————————————————————————————————————- -- --- — — --- — — — — — — — — — — — — — — ---- - — — — — — — — — — -- - — — — — — -- — — -- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — --I EXI!5TINr-, ROOF OVER PORCH 15 APPLY 6RAGE ICE AND TO BE RE-BUILT WITH NEW WATER DAM A5 ROOF RAFTERS REQUIRED TO EXISTING AND NEW ROOF ALUM FLASHING AT ..... ........... . ........... ————————————————————————————————————-t7 ........... ...... EAVES BUILDINO PLAN REVIEN NOTE: .... .......... ........... — — — -- — — — — — — — — — — — — — — — — — — — — — — — — — — — 4 . . ..... .. -- --------- Z_ .......... ........ ........... — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — . ...... 7. 17L.... ........... . [ -.1. -, .......... .......... DOUBLE LINE INDICATE5 NALL ....... . ..... .......... fi BELOW ..... ....... ........... .......... ..... ........... -- __-- ......... ... ......... ........... .......... ...... .... op i ........... ....... ......... . . ...... ... ......... .......... ......... ....I-- ----- ...... . .......... ........... ..........11 : , ..................... ......... ......... ............... ....... ........... .......... .............. .......... ........... . ........... ....... .......... ........ . ........ ..... ..... ...... .......... .......... ........... F.... ........... ......... ... ...... .......... .. ........... ........... ........... ........... . ...... 10 V',] F7 .......... ........... .......... ......... ........I il.__ : _1 ........... v\j _J J_ 777 7--t....... z Z < 44 .......... . ...... ..... . ......... . ........... .......... ....... ------- .. ........I................... ....... .. ....... . . .................. .......... __ ...... CHIMNEY 15 TO REMAINI. .... .......... .... .......... ........... . ..... c� ....... ....... ........... ........... ...... :J ......... ............ ........... ..... .....- 7-7 1 f........... ......... . . ....... ........ ...... ---- -- ...... ........... ..... . ........ ......... _EXIST.. .......... EX15T @ x .......... ...... .......... .... ........... ........ ..... . .......... .. ...... RR5 16" O.C. .......... ........... ....... I...... .......... ...... ...... .......... . ........... ........... ........... . ..... ....... ....... ....... PROJECT NAME: ..........r .......... ........... ......... ......... ....... .......... (2) NEW VELLUX VOE 2246 NEN 2XIO @............... NEN 2XIO @ 5 K(L 16 H T5 RRS 16" ADILLAK RR S 16 O.G.C. _1 . ..........w J --- .....: ....... . ........ ... ....... . ...... 111:_ 1......... . . ...... ......... J.. .......... f A 4 . .......... ........... . .......... . .......... ............7 ....... ---- -------- _4 .......... . ............ . . ......... . .... ........... 3'-0 A DIDITION :_4 71r_....... ..... . . . . . . . . F 71... . ...... .. ........ EX15TINO ROOF OVER 71............. OUTDOOR STORAGE 67E 15 TO ... ....... ........... STREET ADDRESS: 775 MILL CREEK DRIVE REMAIN ------ ....... . ........ . . . . . . ........... ....... ........... ..... .......... ... ....... ....... TOWN: EAST MARION ...... . .... 5TATE: NEW PORK . ......... ........... ......... ..... ....... .............. ........... ........ .... P05TAL CODE: IIq3q .......... ...... .......... .......... .......... ........... .......... ..... ....... ...... .......... . .......... LOT5 1000-135-03-35.1 ......... ........ . ......... ........... .......... ...... .......... EXISTING ROOF AND ROOF -QN 5ITE NUMBER: -011 WA ......... ......... ........... ......... RAFTERS ARE TO BE REMOVED. 1-0 -------- NEk4 SECOND FLOOR AND ........................7 .. ........ sj�ol--%S�00' "lk K I A ML IS A-FRAME ROOF TO BE ...... ...... 2 ........... ......... Ulm No PLIAN INSTALLED 7� v c STRUCTIO' .... ........... ......... .......... �,- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --NL 7 7_7! 7-7- ...... .......... ...... ..... ......... ....... .. ........ .......... . ... ........ ...... ..... ........... ........... .... ......1. ANU NOTES ........ . ........ =... ...... ,7 7 iz——————————————————————————————————————-- . ....... _4 .......... ....... .......... ........ ........ . . ......... . ........... ....... . ..... ........ GONT. RIDGE VENT JIV PROJECT NUMBER: 2022-0021 Ro INITIATED DATE: 03101122 8. .1 DRAWN f3(: 58A CHECKED f3'*(: 50A 01 21 4 8 1 DRAWING NUMBER: FIRST FLOOR ROOF REMOVAL PLAN PROPOSED SECOND FLOOR ROOF PLAN L !E R &S! A AN Aft 0 2 1/4" 1 P-01' Ar In SCALE 1/4"=1 '--0"` SCALE 1/4"=1 )-0)$ 6 o/ A IVIOU opN PA6E: # OF 7 MINE 11 —.___......__..._. _.. ............._.....___............_.... T.O.RIDGE 25'-4' _._........................._..................._.__.._._...._..........__._.__ _._...___..____._._......._._.__.__ __...__.__.____..__.....__....__-._.._._--__ 25'-G STEVE AFFELT ...................... -------------- ............... .................................................................................... .......... ............ ---------- --- --- - _._._ ___.._._..._.._.........................._... ..........................._.._---..__.T_......,.__..........___._........____ _..—_ — _ Xf571NG CHIMNEY TO ..................... ......... EXI5TIN6 CHIMNEY TO BE EXTENDED TO BE EXTENDED TO is _........____..__... _....__.._........................._._._.._........._......_...._. _.........__..._...................__.__._...__...............___..__......_.... _—_.___.._ _.—._. ___....__________......_.._.___........ q COMPLY WITH RI003. ARCHITECT _ _ COMPLY WITH Rf003.q ................_... ....................................... ...... .............. ............................................................. .........................._.............. .._-......._.................................................._...................._ �i ______............... -- I ` ._._. . _ _...........___ PHONE: (631) 553-6333 _........... _....................................................................................................-- 6LA55..:................ ...... l;... ......'.:...............� ...... . I ...... 2 --....................._ ALUM RAI (NG L PO BOX 762 12 ................................._..__..............._................ COORDINATE 8 B 8 _ ..._..----_...._._........................._-__.................._.._.___. 5Y5TEM __............... ....... _____________.._.._............._.._.......__..._______.____ _ ___..________—___.._.-_.___.___..__....__._ wfTH OWNER GREP�T RIVER NEW PORK 1173q ______.__._......... . _............-I.."," _......_......._.._...._____._-.-................._.___......_......._..._.._....__ ________....___ B.O.2ND FL WINDOW HEAD _____..._._.._.___.._.._._......---.___.._..______------- _.__......_.._.._..___._.____._. ............................................__. _...____...._______.._.. __. __._. BA.20 FL WINDOW HEAD -.:---......- --._....... _ ___.....~ .---.-....—.. CONSULTANT: .::......... .. . ............................................................................................... __...__-___..............._..__......................__..__........................ ........... _...........__._ _... _._ -- --- - --- c, _ — FLAT DECK - a G - I&;, � .. ........................ _ _........... . ....... ___._ ._ ....__................._____._......... /; .. WATERPROOFIN `� N /or MEMBRANE W/ rW3o46 TW3046 „ ,� ,, PEDESTAL PAVER L 5Y5TEM s E F. 1 3 2024 ol FINISHED SECOND FLOOR F1NI51lED SECOND FLOOR 2 IN� 9'D 1 T O-!n' -- Southold Town Board of Trustees EX15TING B.O.2ND FL WINDOW HEAD 13.0.2hL7 FL WINDOW HEAD b-8 -_ v- ri/%r. / , 31 i� rW3046 TW3046 ;. ',> EXI STING :. GW245 PLOT PLAN I "4110 . ",, .. FINISHED FLOOR ELEVATI — — FINISNED FLOOR ELEVATIO 0-0 O O. I�s I GRADE(VARIES) _ L____� I I I I--- - -I I I I I- - - - -- ——— — -- - — — -- ———— — —————— — — — J —— ——— ——— — —— —— --- -_ - �- 0�=00° ----- -� no==oaa o00000 — -- - - - - - - - - -1------L-- - - - --- ----- --- ———— — ———^—— — — —— —— — —————— — — — — —— — — °p==OO °o=oa° —— —— 100==O° ❑O==C7° OODDO° O C3 WALL GON5TRUGTION ALUMINUM LEADER5 AND GUTTERS 5/4" X 6" WOOD FA501A WRAPPED IN ALUM. NO. DATE DE56RIPTION VENTED T$G BEAD BOARD 5OFFIT5 Ol 05/26/22 155UEP FOR REVIEW T T I OVERHANG (5EE PLAN5) 02 10/12/22 155UED FOR FILING VINYL 5101NO COLOR AND 5TYLE r0 BE 03 02105123 155UE0 FOR 5GDH FILING SCALE 1/ 4 = 1 '-0" SCALE 1/4" = 1 '-0" ROOF GON5TRUGTION SELECTED BY OWNER NEW ARCHITECTURAL ROOFING R3 RIGID IN5ULATION 04 O6/15/23 REVISED FOR TRUSTEE'S FILING NEW 30# FELT PAPER AIR BARRIER 05 05/12123 REVI5ED FOR TRUSTEE'S FILING NEW 2' l0" ROOF RAFTER5 ® 16" o.c. EX15TING J" 5TRAND 056 PLYWOOD 06 Oq/2q/23 REV15EI? FOR TRU5TEE5 AMMENDMENT NEW 2"XI2" RIDGE 5HEATHIN67 NEW 4Xb COLLAR TIES ® 64" O.G. NEw 2'W WALL 5TUD5 ® 16" O.G. W/R23 NEW 2"XIO" CEILING J015r5 @ I6" o.c. ROCK WOOL INSUL., �"GYP BD NEW CONT. RIDGE VENT5 EXISTING 2"X4" 5TUD5 ® 16"O.G. W/EXISTING EXTEND ICE 5HEILD 24" HORIZ DIM FROM IN5UL. EOUIV $ 1/2" GYPSUM BOARD ALL EAVE5, VALLEY5 If JUNCTIONS EXISTING WALL5 If GLG ONLE55 NOTED W/BATT INSUL. EOUIV r0 R4q OR 6REATER ANDER5EN WINDOWS (WHITE) BETWEEN CJ'5 T.O.R10EE ................................................................................ ..................._....._.............._............................................................ . ...................... ....... ___ TA.RIDGE BUILDINO PLAN REVIEW NOT: 25-9 .................... 25-� _._.. .....__.._.__ ..............__ _..__......__.._ EXISTINGCHIMNEY r0 _................................................................................................................... E EXTENDED TO .............................................. ........................................................................ B ........................................_........................................................._........._......._.............................._............_.._. --_----..................._............................... .........-............................_._................... ............ .. COMPLY WITH Rloo3.4 ___.__._—_. _._. _-----__._.._....._.._._.__—_._.............__....._.__.._______ _ .._....._.____--._..._._.. ___-- _ _ -_ _ _ _ _ _ __ - GUSTOMCUSTOM __-_._._..______—.__...__..____..._._.............._ _...._..........____..._.__..__.-.._....__.__ _ __ ______.___ i. _....................................... G .......... .................................................................................................................................... ..................._..........................................__................... --LA55 ALUM r,< - %,.; , , SYSTEM. COORDINATE ______...._............................. ......... _._...__.__......__..__....__.__.— _.__�..___ __.._._. _ .._.._ _ . __ __ ..................._._.___,_.. __ CUSTOM UST WITH OWNER /. G A If ALUM I ( G L 55 r. SYSTEM. COORDINATE WITH OWNER FWH31685 FWH31655 FWH31655 FWH31b&AR _.........._..____-......._. .,,.,_........___.-._._______...__,.___—,_______... ..............— 13.0.2NO FL P41MVW HEAD,* FLAT DECK EOPM ..................._.__....................................................................._...................__._......................._..._........................ ......._........................................... B.O.20 FL WINDOW HEAD 15,q-1/4' ■ WATERPROOFING ... ..................... "................... ............ . ....................... 15 9-1/4 _.____ ............._._...__............_........................ _._ __.__..._ _____. __----- - MEMBRANE YW i. rG „ PEDESTAL PAVER ............................ ................... . .. .. IC i SYSTEM _ v FLATDECK ED!'N( — _.._._..._... ___....__..............._.__.........__._....................._... _..... _ _ G IT H PEDESTAL PAVER -Y 55TEM _ FINISHED SECOND FLOOR HED FINIS 5EC-aV FLOOR A. PROJECT NAME: q'o-►n'v 11 q'o-!n' KADILLAK B.O.20 FL WINDOW HEAD B.O.2N9 FL WINDOW HEAD oe b 8 �S r, 'rr r ` A STREET D DRE55: 775 MILL CREEK DRIVE %; /, C13 TOWN: EAST MARION EXISTING 5TATE: NEW YORK NEW TW21046 POSTAL GODS: llg3q GW245 GW245 GW245 GW245 — FINISHED FLOOR ELEVATIO FINISF17 FLOOR ELEVATI LOTS 1000-135-03-35.1 FWH5O68 51TE NUMBER:APLR °-o' WA BUILDING I I I I L TIC I I I I I I I I PROJECT NUMBER: 2022-0021 I I I '�����SRC INITIATED DATE: 03101122 - - - --- -- -- - --- ----- -- ---- - ---------- - -I -------- - - --- - -- -- - - - - -- - -- -- -------- -------- -- ���EN DRAWN BY: 5BA - - - -- - - - - - - - - - -- -- - -- - - ---- - ------- - - -� -------- - --------------------------- -- - ------ - ► GHEGKEDBY: 53A A DRAWING NUMBER: I H) ET SCALE: 1/4 1 0 SCALE. 1 /4 - 1 0 �'�ClF �J��`l�C) PAGE: 6 OF 7 � ` ' PmK 0 mrk v"SE!"j" z" oECTIONO" THR 00% UGH LIVING ROOM AA1 R Em I L I N A T R E(."o"E S S E mu"' L I G H T S- TYP INOTE R I 0""' R WALL SE/A L I N L7 A& Aft A1111111111, Awk A& ALUM DRIP E126E STEVE AFFELT OVER 5HEATHIN6 AND X BEHIND MOULDING RIDGE CAP TO MATCH ROOHN67 SHINGLES , NEW CERTAINTEED PVC, MOULDING 7 ARCHITECT ' U, 2X2 BLOCKINGADJU5T5 FROM 0' TO 112" PER FT. OF SLOPE GOMPEN5ATION. 5IMP50N HURRICANE STRAPPING OONTINUOU5, RIDGE VENT WITH PRE5CRIBED NAILS WITH INSECT SCREEN >< X 3" CERTAINTEED PVC FASCIA BD ROTATE PHONE: (631) 553-6333 BOTH 51DE5 A5PHALT ROOF 5HINOLE5 41 PO E30X 762 OVER EX15TIN6 30# FEL EDGE RAFTER G -7REAT RIVER, NEW PORK 1173cf C 05f3 PLYWOOD PAPER. 5TRAN05HEATHINO - CERTAINTEED 510INC7OVER AIR jx#I'l BARRIER FINGER CONSULTANT: LL-LL -L L -LL- LLLA_ L-L L A R A K E F A S I(."A E I L 2 -0" U SCALE 1 "=1 ' E r I! F �NT11-P��ON �` r��rroN��R G�� � � t!� �,-I, A5 P ROO"` Souttiold Town 4_00 AS P F=T Board of Trustees 112" PER FT. 4) FINGER TAB(5) MAPLE HANDRAIL, 5ANDED AND CLEAR COATED W POLY' URETHANE POINT BOTH FINGER TA65 DOWN HILL ROTATE 01505 IN RELATION TO EACH 0774ER FOR MAXIMUM SLOPE COMPEN5ATION. TO COMPENSATE FOR AN APPROXIMATE (0-4%) OF SLOPE. RANGE OAK WOOD NEWEL P05T 5ANPEO $ PAINTED WHITE PLOT PLAN VB LEVELING BA5ES, FUNCTION A5 THO L04 LEVELING 01-566 WORKING TOGETHER AND ATTACH To THE BOTTOMOF ALTERNATE 5IMP50N HURRICANE VER5ADU5T PEDESTALS. 2 L045 MAY BE STACKED BELOW THE VB LEVELIN6 BASE IN ORDER To COMPENSATE FOR AN ADDITIONAL 0" TO 112" PER FOOT(0-4%), PROVIDING A MAXIMUM OF Ill PER FOOT 0%) 5LOPE COMPENSATION. GONNEGTOR5 AT EACH RAFTER RIDGE 130APD A5 PER PLAN N RE-INSERT REMOVED TAE35 AND ADHERE IN-BETWEEN DRILL SIDE HOLE, INSTALL WASHER A PAVERS, TO MAINTAIN PLACE DII FLEXIBLE RUBBER 5HIM5, WHOLE R I D G E V ®Ihm"T T A I L AND NUT TO 5EGURE NEWEL P05T TO PAVER(5) 5PACIN6 (TYP) 5EE NOTE 4. OR IN SEGMENTS,UNDER THE PEVE.5TAL IN FLOOR. PLU65HOLE W WOOD TO SCALE 3"=V-0" VER!5ADJJ5T PEDE5TAL(5) IT MATCH COMPENSATE !, 4 : 0 - TOP OF NEW DECK A STAIR STEP FASHION TO r _ , I ROOFING OR WATERPROOFING OP OF PEDESTAL FOR SLOPING 5U65TRATE-5. V5E No MORE PRE-DRILL NEWEL P05T IN CENTER ji I) j MEMBRANE CAVITY HEIGHT THAN 2 5HIM5,AND ADHERE THEM TO EACH FROM BOTTOM FOR LAG BOLT OTHER WITH C0N5TRZTION ADHESIVE. Max. GAP 10'HIDTHfl _amvm� VB 5LOPE COMPENSATION AT PERIMETER (7YP) WOOD FLOOR EDGE 5TRIP ADHERE 5HIM5 IN TYPICAL 40 P51 BEARING SURFACE VER.5AD16T PEDE5TAL PLACE WITH LACED UPSIDE-DOWN SLOPE TO DRAIN INSULATION t__ POLYURETHANE DO NOT ADHERE TO SUBSTRATE Z ......... i ROOF DECK H/TA135 REMOVED CONSTRUCTION RADIANT HEATING GROOVED ADHERE MULTIPLE 5HIM5 ADHESIVE PLYWOOD a6FLOR TOGETHER UNDER PEDESTAL NO. DATE 0E_5('R)PTION PERIMETER PLACEMENT W/ CANT STRIP B11 s UNDER VERSADJUST 01 05126,122 ISSUED FOR REVIEW 02 10112122 155UEO FOR FILING ADHERE HITH 03 02108123 I5_c5UED FOR 560H FILIN6 JV LAG BOLT WITH THREADED END POLYURETHANE 04 06/15123 REVISED FOR TRUSTEE'S FILING 05/12/23 REVISED FOR TRUSTEE'S FILING CON5TRZTION 05 Poor? FASCIA TRIM PAINTED WHITE B/I FLEXIBLE 5HIM5 MAY ADHESIVE NEW LAP SIDING W AIR BI I FLEXIBLE RUBBER 5HIM5 MAY BE BE PLACED ON TOP OF Ob Oq/2q123 REVISED FOR TRUSTEE AMMENDMENT BARRIER OVER EXIST PLACED ON TOP OF EACH PEDE5TAL To PEDE5TAL5 FOR MINOR DAMPEN THE SOUND OF FOOT TRAFFIC. MAY BE CUT SHEATHING ON WALL STUDS NEW (3) 2XIO FLUSH HEADER W LEVELING OF PAVER5 WITH W RIq INSULATION 5IMP50N J015T HANGER 13115 MAY HE USED WHOLE OR OUT INTO INTO -55 VARIATION5. . . . . . . . . . . . . . . . . . SEGMENTS THICKNE 2X3 SOFFIT BRACING @ 16" 5E 67MENT5 FOR 5HIMMIN5. USE NO MORE THAN 2 5HIM5.O.C. K/ VENTED VINYL 5OFFT LINE OF CEILING BEYOND ...................................... HEADER AS PER PLAN NEW 67(P DO DELOkiii! DR1067E J015T5 B1 I DETAIL B1 Is ON TOP OF VERSADJUST AZEK TRIM OR EGLIIV ALUM DRIP EDGE n 11.10" mG DEwAIL INTERIUK RA N ROU" F LDAECK r"EDI'TAL DETAILS BUTYL WEATHER PROOFING 2 BUILDING PLAN REVIEW NOTE: HRAPPEI?AROUND WINDOW SCALE 3"=V-0" SCALE NTS ANDER5EN WINDOW 5TYROFOAM AIRFLOW BAFFLE PAVER NEN ASPHALT ROOF 5HIN57LE5 W BOTTOM OF METAL CONTAINMENT 30# FLET PAPER OVER EX15T 112" MAY DE DENT OR OUT ABOVE FA5TENER5 PLACED AT A* * 15055TRATE TO ALLOW WATER TO JOINTS BETWEEN PAVERS .4 . A A ' 4- 055 STRAND PLYWOOD A WINUUW HEAU DET AIL E5CAPE. METAL CONTAINMENT MUST A EA� FULLY' CONTAIN PAVER5, AND MUST SCALE 3"=1 '-G" _ER BOARD TIE BACK IN TO A BUILDING WALL LEDGER 5EAMLE55 OR PARAPET. ALUM GUTTER 5TAINLE55 5E .............. TWO PIECE EDGE J. METAL 5TEEL OR �7 iijj_ DECKING ANDER5EN WINDOW h F 22 67 A. C-7ALV. OR vr_ PRE-FINISHED METAL 5GREN5 CONTINUOUS EXPANDIN6 IN5UL 514Xb FA5,'IA -7 ZS T FOAM AROUND NINPON 130ARO WRAPPED 4: IN ALUM 4 PROJECT NAME: 5TOOL 4 4 APRON TRIM OR VENTED VINYL SOFFIT i j KADILLAK E01V PROVIDE CONT. BEAD NEW LAP 5101NO K/AIR BARRIER A M OF: SEALANT AT OVER J" O5f3 !5HEATHIN3,ON WALL 1AUDITI(JI'm BLOCKING AND GYP CUTTER 5TU05 t R3 R1610 INSULATION BUTYL HEATHER BOARD A 67AIN5T 5ILL Y 'i Y, PROOFING PLATE "'i" li � 5TREET ADPRE55:j 715 MILL CREEK DRIVE WRAPPED AROUND ....... . ......... TOWN: EAST MARION WINDOW : 5TATE: NEW PORK P05TAL COPE: IIq3q RIC710 BOARD LOTS -135-03-35.1 1000 INSULATION, MIN R-3 517E NUMBER: N/A NEW LAP 5101NO W 51 N BUILDIa"G AIR BARRIER DYER o5a SHEATHING APPLY CAULK A6AIN5T PLATE5 TO COINISTRUCJ I Oom�' KNO ON HALL 5TV05 W 5EAL 6rP BD TO WALL TO CREATE AIR SPRAY FOAM IN_5UL- A BARRIER. REFER TO AIR BARRIER LF)E T A I L S DETAIL5 ON EN-002 PROJECT NUMBER: 2022-0021 FDA gED A INITIATED DATE: 03101122 DRAWN BY: SBA A SCALE A CHECKED t5T: bt�A 2�',7,_� vv 2 WiNo" DO%W SILL DETAIL 2 ROk 06"' F EA VE DETAIL R j U F LD E C K E PDA E FL)E 41" 'A' IL DRAWING NUMBER: SCALE = 3"= 1 '-0" " SCALE = 1 -1/2 =V-0" KIND ED -y 761' 0 Am5v'o& Auk• uAnk Oft OP N PAGE: 10 OF 7 ENERGYGUARD ROOF \ PRIME MASONRY ' STEVE "A"' FFELT IN50LATION RUBEROID /GAFGLAS FA5TENER5 APPROX. 24" (610 mm) O.G. MEMBRANE SEALANT - GONTINUOU5 BEAD ARC- RUBEROID SMOOTH MODIFIED BITUMEN FLASHING MEMBRANE FASTENERS MAXIMUM 8" (205 mm) O.G. FOR MINIMUM 12" (305 mm) II i1 (102 mm) O.G. - LENGTHS UP TO 12 (305 mm) AND 4 PHONE: (631) 553-6333 BASE/PLY SHEET(5) FOR LENGTHS ABOVE 12" (305 rrm) ? PO BOX 762 " r\ GREAT RIVER NEW YORK 1173a :... ENERGYGUARD CANT STRIP - SET IN BITUMEN -P ' NAIL 3" (7b mm) O.G. STAGGERED _ �, (2) i,v A325 GALV 5TL THREA ED i /6, BOLr5 W/ I-I/2 WASHERS AND Lr5 2" (51 mm) WIDE GLIP APPROX. 30" (-162 m ) O.G. \ •�: 2Xb WD COLLAR TI 5 m m 0 • • ..-.• ••� • � •... .,. PRIME BOTH 51DE5 OF FLANGE AND SET IT IN ROOF _ :• o . �; '� 2 �:.f_�;.:. :" :'::. ;''..: ``..: : '•. ` : .' GON5ULTANT: RUBEROID / GAFGLAS BASE FLASHING ' ••:>k.; �..�.,.,� .. ...: ... .. . .. . . MB, GOLD MB, SA MB, OR BUR. SET � :�'� :;": .. !- '' 1: .w }.,. . NE ON CEMENT ON MOP •••� PRIMED FLANGE IN HEAT-SOFTENED MEMBRANE TORGH APP AND HEAT-WELD 505 5Y5TEM5. RUBERO I D / GAFGLAS MEMBRANE 511 T > Olo x i \ a BASE/PLY SHEETS _..__ ___......------ •, ... - , • � MIN.m : ENERGYGUARD ROOF INSULATION X5i/4 -I/4� 6LULAM COLLAR __. Southold Town TIES CONTRACTOR TO VARNISH / -_�• `�\ Board of Trust ees ,.t ...... i \ PLOT PLAN GUTTER FA5TENED TO WOOD ) BLOCKING NOTE: __._..........___._ ---,..----..............__...._.._... -'-------.._. ,_ WOOD BLOCKING \ 1. WHEN PARAPET WALL EXCEEDS 24" ((910 mm) IN HEIGHT, REFER TO DETAIL MB/BUR 6, "HIGH PARAPET WALL." 2. MA5ONRY WALLS TO BE PRIMED PRIOR TO FLASHING. WOOD WALL5 REQUIRE BASE SHEET NAILED TO WALL 8" (203 mm) O.G. ALONG TOP AND LAPS AND 8" (203 mm) O.G. THROUGHOUT THE FIELD OF THE BA5E SHEET ON THE WALL. \ `' _."' NOTE: 3. BA5E FLA5HING ON ALL 15- 20-YEAR GUARANTEE 5Y5TEM5 MU5T HAVE A BA5E PLY. REFER TO FLA5HING - I. BA5E/PLY 5HEET(5) TURNED OVER EDGE A MINIMUM OF 1 1/2" (3& mm) OR THICKNE55 OF NAILER WHICHEVER 15 GREATER. MEMBRANE APPLICATION AND FLA5HING 5PEGIFICATION PLATES. 4. 5EALANT AT TOP OF 5URFACE-MOUNTED COUNTERFLA5HIN6 15 A MAINTENANCE ITEM AND MU5T BE MAINTAINED THROUGHOUT THE LIFE 2. FOR DRAINAGE OVER EDGE USE METAL WITHOUT GRAVEL STOP LIP. OF THE ROOF TO EN5URE A WATERTIGHT 5EAL. L IL T I I I , SCALE = 3"=1 '-0" SCALE = Y=1 '-0" SCALE = 3>'=1 '-0" No. DATE DE50Rl I PT oN OI OW2b122 155UED FOR REVIEW HARDWOOD FLOOR t 02 10112122 155UEO FOR FILING 1'-11 i/IF PLYWOOD SUB FLOOR 03 0210&123 155UED FOR 5CDH FILING 04 06115123 REVI5ED FOR TRU5TEE5 FILING t BEAM, SFJ= PLAN 05 0902/23 REVISED FOR TRUSTEE'S FILING 06 Og12g123 REVISED FOR TRU5TEE'5 AMMENDMENT .......... ::..._.-... - _.....-_.._,..._...-._.....................-_...._........._..._. . _----_.____ _-___..........__.....__._...-..._ _....._.._._..-........___..... ._ -.._...._- .._ M:FJ'S SEE __.. \; b"X8"Xf 2" TH 5TEEL PLATE 3 112"4) 5TL COL,5/I6" TH (1) 5-114"115-1/4"6LULAM COLLAR TIES CONTRACTOR TO VARNISH BUILDING FLAN REVIEN NOTE: _ DO NOT PAINT 3-112"4) 5TL COL,5/I6" TH / (2) j"(P A325 GALV 5TL THREADED II T5 I-I 2 WASHERS AND BO r5 _- - BOL W/ / L 8"xb"xi/4" THICK STEEL BASE - - NEW WINDOW(BEYOND) PLATE W/112"PIA. x 12" LON(9 -I/2"(P 5TL COL,5/I6" TH 3/8" ANCHOR BOLT AT EA. CORNER :...,. . ,%% DOUBLE RAFTER AT EACH COLLAR TIE, TYP /, —- _- ,.��,iir,,: ;:r�i.,,r, a , o O ,ra fi II II , f• r /.,r.. ,1. .//,,,, . / ir„ /; yyyy — I T> 1 II //,ris,.. - .,,..<;•t,i,-<;b�i ,, �I %�%%i., .��//j„''��'r ,iii%-� %;/ i` i - , NEW 4 BARS® 8 i t 2O / O G EACH WAY , ,., %od//rri O ;:'/'% <„ %s/; j i.".�.. - -��'....•. ' NEW 4 A /i,.., r% . '�� l t GONG FOOTING ,..::<, i/ iiiIMI - `'' Y .: j�.. ,r,r. /rrr,•;, .'. .,..,,/..., .,,,///o. i„ ,�/ / /:� ,./: /,,,j% ,,��' �l, �,���' f - ;: ,r .., . .. ,:.:,;; ,.. ,/%,,, .r//i•,,,, ,.,/,:- rir ,r JS„,,;i.-,�•..r,,,,.,,,,.„ r.,.,.r ,., .. , ,r,..,,r., ,,..i.. , /.,,.,,.i., ..�%,,:r r„• ,.�„r�/.i,i/,r�.,is%/ii -!o% ,p,; \ �':�. .,.i' s ., ^"i 4' :<.;•'._ ...�._�.•< PROJECT NAME:r I OMPACT , 44, aa GRAVEL BASE TO q5% /%/ �`;�=,rz,:, ,..✓,.i/ ,,,, / ,, , . ..,r,,,.,,,, ./,, / "': 'iii .'1/ -- - KADILLAK ,i . ., .,,. ,..... ....,,,,,,. .,.. ,,,,,. , . /�„ •, /,: / ,/ /i//- ,,/.. NEW FOOTING / ;,.✓r,' r�r; ,./, ;/n� ./i„ ./ri✓e. �\i i ,,/... / /' / -.yam, � / / / / BOND BREAKER AUUMON / �te •/',, r/i;. r / i / rt , %s / STREET ADD RE55:� EXIST EARTH 775 MILL CREEK DRIVE ,i //..,, r �.. 4 „/, // /. . OWN: EAST MARION f ./ ,pro„ /, i.,,,.,..., „/ //, .. %',i /. \ /r' .r is i; i.,.,/ rr �i. STATE: NEW PORK _. / ,./. { / .,/�/r• r�/. :/ /./ „%/ / ., �...,.,- ., ; POSTAL GODS: I1g3q i i ; " LOrS 1000 135 03 5 0 8 3 . 0 _G� / o 0 3/ - _............___..._. _ __....... - - / SITE NUMBER: N/A / _ I I i OO - / \\ TI i r, /i / ,. .< , I L blo '000 / PROJECT GT NUMBER: ER: �..../L„ / ,✓,. ..ri.✓.rr. ,/ iii%'� ,%' ��G".//, % i ./.r rr- i ir• r 03101122 INITIATED DATE: ;,/i.//%/O//�4%:-: ' � � ,,� � DRAWN BY: SBA EGKE0 BY: 50A PLAN GH //�/ � � � DRAWING NUMBER: KING T SSE TICS I _ af >, 0 760 A50 1 J040 SCALE — 1 —1 0 SCALE = 1 -1 /2 —1 0 �`fi•_ ,•i0•' nw x.asae ISLAND SOUND LONG 10 V.D. A 2e � + , 'y a ,e• ram„mr oMwiw�" 6 KKarvxrrN (FOR tr11R5 9 e ♦ + U' SOUND xa "�'" `q<„`„ v + a" :� • � � I r, c, 4' 4 ,tea aR.ro. .3 O ]e'2, m NemrRUR„xN,rn„a • �Z D m a + e DR V " 44 Yd P se, S� 9P J tmax•.- '. R,1 '� — Y -- �u --"-- °-+^ _—•-- m NOTICL COUNTY OF SUFFOLK © E +m eouman SECTION NO Real Property Tax Service Agency r 13$ E ...�..r ...--- °—•— u. --- u ---- -- -- e.. wnry�..,ro..rema.Nvnm, M , ar p m, ,rw 1�M PROPERfYMM x NR OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex P.O.Box 1179 54375 State Route 25 Southold,NY 11971 (cor. Main Rd. &Youngs Ave.) Telephone: 631 765-1938 Southold, NY 11971 LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD To: Glenn Goldsmith, President Town of Southold Board of Trustees From: Mark Terry, AICP LWRP Coordinator Date: December 16, 2024 Re: LWRP Coastal Consistency Review for JOSEPH KADILLAK SCTM# 1000-135-3-35.1 Steven Affelt on behalf of JOSEPH KADILLAK requests a Wetland Permit for the as-built demolition of the existing dwelling (project meets Town Code definition of Demolition), and the construction of a two-story dwelling on a new foundation with a 1,100sq.ft. first floor and 746sq.ft. second floor, 203sq.ft. second story balcony, 23sq.ft. front stoop, and basement entry; install gutters to leaders to drywells; permitted installation of an I/A OWTS system; install a generator, A/C units; existing permitted 8.5'x4.5' outdoor shower; maintain all trees on site, if the need arises to remove a tree, apply to the Trustees office for a tree letter; and to establish and perpetually maintain the area seaward of the dwelling as a non-turf buffer area with a pervious access path to the water not to exceed 4' in width. Located: 775 Mill Creek Drive, Southold. SCTM# 1000-135-3-35.1 The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to me, it is my recommendation that the action is CONSISTENT with the LWRP. Pursuant to Chapter 268, the Board of Trustees shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Cc: Honorable Lori Hulse, Attorney Carol Brown,Chairperson = Town Hall,53095Main Rd. Lauren Standish,Secretary P.O.Box 1179 Southold,NY 11971 Telephone(631)765-1889 Conservation Advisory Council Town of Southold At the meeting of the Southold Town Conservation Advisory Council held on Wed., December 11, 2024 the following recommendation was made: Moved by John Chandler, seconded by Shannon Wright, it was RESOLVED to SUPPORT the application of JOE KADILLAK to construct 2"d floor addition (628 sf.) and interior alteration to existing single-family dwelling. Lift dwelling and replace concrete block foundation. REVISION: New propane fired emergency generator. REVISION: Building Inspector deemed project as-built new dwelling. Located: 775 Mill Creek Drive, Southold. SCTM#135-3-35.1 Inspected by: John Chandler, Inga Van Eysden, Maggie Merrill The CAC Supports the application with an adequate I/A septic system. Vote of Council: Ayes: All Motion Carried Steven Affelt, AIA PO Box 762 Architecture Great River,NY 11739 Intelligent Design (631) 553-6333 Sustainable Building . December 4,2024 C E V E Glenn Goldsmith President,Board of Trustees DEC — 6 2024 DI Town of Southold 54375 Route 25 ---- PO Box 1179 Sqouthold"fown Southold,NY 11971 Board of Trustees SUBJECT: Attachment to Project Description Kadillak Residence Permit#49047 775 Mill Creek Dr. Southold,NY Dear President Goldsmith and Members of the Board, The Southold Building Department decided the project now qualifies as an as-built demolition by the Town Code as per the 50%market value in§280-4 Demolition definition.The homeowner had an emergency generator installed behind the shed in the front yard which was not included in the last wetland permit. Our original application was for a second story addition and renovation of the first floor. On April 4th 2023 we requested an amendment to our approval in order to replace the foundation due to conditions the contractor discovered while the work was in progress. Our administrative amendment on Oct. 3fd,2023 requested an overhang of 18"on the front side of the dwelling to be more aesthetically pleasing and increase the second-floor bedroom size. My plans for the project and the I/A septic system filed with the county are identical to the last set you reviewed.The original house was lifted and set down on the new foundation.From that point,the carpenter for this project replaced walls that were intended to remain,and spaced windows differently from the original locations.Few of the existing original walls still remain, but the new walls were constructed in original locations depicted in my plans.These actions resulted in a mostly new.first floor framing project. The first floor is 1,100 sgft,and the second floor is 746 sgft.The second story balcony is 203 sgft,and the front stoop is 23 sgft.We shall also abide by our original permit conditions which were: to maintain all trees on site,if need arises to remove a tree,apply to the Trustees office for a tree letter;to establish and perpetually maintain the entirety of area seaward of dwelling as a non-turf buffer area with a pervious access path to the water not to exceed 4'in width Thank-you for your time in review of this matter.Please feel free to contact me with and questions or requests for additional information. Respectfully, p ARCy B. CO '9j► 03761'\ pQ- ccOF NE`N�, Steven Affelt,AIA License No.037611 PO Box 762 Great River,NY 11739 Tele:(631)553-6333 steve.affelt@gmail.com Glenn Goldsmith,President Town Hall Annex��o� o�Tj ji® 54375 Route 25 A.Nicholas Krupski,Vice President P.O.Box 1179 Eric Sepenoski JRK I t. Southold,New York 11971 Liz Gillooly c� . Elizabeth PeeplesG Telephone(631) 765-1892 . o` Fax(631) 765-6641 BOARD OF TOWN TRUSTEES SEP 13 2024 TOWN OF SOUTHOLD This Section For Office Use Only Southold'Town Board of Trustees Coastal Erosion Permit Application Wetland Permit Application Administrative Permit _Amendment/Transfer/E ens'on _Received Application: �— Received Fee: $ a,35U- 1,�-Fe�eSS i'fe-sob+ S5�vti Completed Application: d �� Incomplete: _ SEQRA Classification: Type I__ Type II Unlisted Negative Dec. Positive Dec. Lead Agency Determination Date: _ _ Coordination:(date sent): LWRP Consistency Assessment Form Sent: CAC Referral Sent: N a l Date of Inspection: Receipt of CAC Report: __Technical Review:. V Public Hearing Held:: IV a. Resolution: Owner(s) Legal Name of Property (as shown on Deed): Joe Kadillak Mailing Address: 166-26 Powells Cove Blvd Whitestone, NY 11357 Phone Number: .(917)622-0717 — Suffolk County Tax Map Number: 1000- 135.00703.00-035100 _ Property Location: 775 Mill Creek Drive. Southold, NY 11939 (If necessary,provide LILCO Pole#,distance to cross streets, and location) AGENT(If applicable): Steven Affelt Mailing Address: PO Box 762 Great River, NY 11739 Phone Number: (631) 553-6333 Email: steve.affelt@gmail.com _ CAA �-�- Board of Trustees Applica. .'n GENERAL DATA Land Area(in square feet): 11,105 Area Zoning: R40 Previous use of property: Residential Single Family Dwelling _ Intended use of property: Residential Single Family Dwelling Covenants and Restrictions on property? Yes __�No If"Yes", please provide a copy. Will this project require a Building Permit as per Town Code? 17 Yes _nNo If"Yes",be advised this application will be reviewed by the Building Dept.prior to a Board of Trustee review and Elevation Plans will be required. Does this project require a variance from the Zoning Board of Appeals? Yes _ _No If"Yes", please provide copy of decision. his project re any demolition as per Town Code or as determined by the Building Dept.? MYes No Does the structure(s) on property have a valid Certificate of Occupancy? Yes=No Prior permits/approvals for site improvements: Agency Date Southold Bldg Dept 03/22/23 #49047 ❑ No prior permits/approvals for site improvements. Has any permit/approval ever been revoked or suspended by a governmental agency? ✓�No ❑ Yes If yes, provide explanation: Project Description(use attachments if necessary): Construct 2nd floor addition (628 sgft) and interior alteration to existing single family dwelling. Lift dwelling and replace concrete block foundation. REVISION: New propane fired emergency generator. REVISION: Building Inspector deemed project as-built new dwelling. Board of Trustees Applica, _- n WETLANDf]rRUSTEE LANDS APPLICATION DATA Purpose of the proposed operations: Update, expand dwelling and increase views. Construct 2nd floor addition (628 sgft) & interior alteration to existing single family dwelling. Lift dwelling and replace concrete block foundation. REVISION: New propane fired emergency generator. REVISION: Building Inspector deemed project as-built new dwelling Area of wetlands on lot: 546 square feet Percent coverage of lot: 05 % Closest distance between nearest existing structure and upland edge of wetlands: 32 _feet Closest distance between nearest proposed structure and upland edge of wetlands:. 32 feet Does the project involve excavation or filling? ❑ No ✓ Yes If yes, how much material will be excavated? 170 cubic yards How much material will be filled? 0 cubic yards Depth of which material will be removed or deposited: 8 feet Proposed slope throughout the area of operations: 0:12 Manner in which material will be removed or deposited: Fill will be excavated under existing dwelling by small machine and be trucked off-site in 20 yard containers. Statement of the effect, if any, on the wetlands and tidal waters of the town that may result by reason of such proposed operations (use attachments if appropriate): The proposed work will have no affect on the wetlands. There exists a concrete wall that acts as a bulkhead between the wetlands and the work area. 617.20 Appendix B Short Environmental Assessment Form Instructions for Completing Part l -Project Information. The applicant or project sponsor is responsible for the completion of Part 1. Responses become part of the application for approval or funding,are subject to public review,and may be subject to further verification. Complete Part 1 based on information currently available. If additional research or investigation would be needed to fully respond to any item,please answer as thoroughly as possible based on current information. Complete all items in Part 1. You may also provide any additional information which you believe will be needed by or useful to the lead agency;attach additional pages as necessary to supplement any item. Part 1 -Project and Sponsor Information Name of Action or Project: Kadillak Residence Project Location(describe,and attach a location map): 775 Mill Creek Dr Southold, NY Brief Description of Proposed Action: Update, expand dwelling and increase views. Construct 2nd floor addition dwelling. and interior alteration to existing single family dwelling. Lift dwelling and replace concrete block foundation. REVISION: New propane fired emergency generator Name of Applicant or Sponsor: Telephone: 631 553-6333 Steven Affelt E-Mail: steve.affelt@gmail.com Address: PO Box 762 City/PO: State: Zip Code: Great River NY 11739 1.Does the proposed action only involve the legislative adoption of a plan,local law,ordinance, NO YES administrative rule,or regulation? If Yes,attach a narrative description of the intent of the proposed action and the environmental resources that W1 ❑ may be affected in the municipality and proceed to Part 2. If no,continue to question 2. 2. Does the proposed action require a permit,approval or funding from any other governmental Agency? NO YES If Yes, list agency(s)name and permit or approval: 3.a.Total acreage of the site of the proposed action? 0.25 acres b.Total acreage to be physically disturbed? U.L3 acres c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? 0 acres 4. Che 1 land us at occur on,adjoining an ar the prop9s24 action. Urban Rural(non-agriculture) industrial Commercial ✓❑Residential(suburban) Forest [:]Agriculture Aquatic ❑Other(specify): Parkland Page I of 4 5. Is the proposed action, NO YES N/A a. A permitted use under the zoning regulations? b.Consistent with the adopted comprehensive plan? 6. is the proposed action consistent with the predominant character of the existing built or natural NO YES landscape? ✓ 7. Is the site of the proposed action located in,or does it adjoin,a state listed Critical Environmental Area? NO YES If Yes,identify __T__ ❑ 8. a.Will the proposed action result in a substantial increase in traffic above present levels? NO YES b.Are public transportation service(s)available at or near the site of the proposed action? c.Are any pedestrian accommodations or bicycle routes available on or near site of the proposed action? ✓ 9.Does the proposed action meet or exceed the state energy code requirements? NO YES If the proposed action will exceed requirements,describe design features and technologies: ❑ ❑ 10. Will the proposed action connect to an existing public/private water supply? NO YES If No,describe method for providing potable water: ❑ 11.Will the proposed action connect to existing wastewater utilities? NO YES If No,describe method for providing wastewater treatment: ❑ 12. a.Does the site contain a structure that is listed on either the State or National Register of Historic NO YES Places? b. Is the proposed action located in an archeological sensitive area? 13.a.Does any portion of the site of the proposed action,or lands adjoining the proposed action,contain NO YES wetlands or other waterbodies regulated by a federal,state or local agency? b. Would the proposed action physically alter,or encroach into,any existing wetland or waterbody? ✓ • If Yes,identify the wetland or waterbody and extent of alterations in square feet or acres: 14, ntify the typical habitat types that oc n,or are likely to be found on t1Mroject site. Check all that apply: Shoreline Forest Agricultural/grasslands Early mid-successional Wetland Urban �,/ Suburban 15.Does the site of the proposed action contain any species of animal,or associated habitats,listed NO YES by the State or Federal government as threatened or endangered? r-i s the project site located in the 100 year flood plain? NO YES "�* 17.Will the proposed action create storm water discharge,either from point or non-point sources? NO TB If Yes, a. Will storm water discharges flow to adjacent properties? WINO DYES a b.Will storm water discharges be directed to established conveyance systems an m drains)? If Yes,briefly describe: C12 YES Page 2 of 4 I 18.Does the proposed action include construction or other activities that result in the impoundment of NO I YES water or other liquids (e.g.retention pond,waste lagoon, dam)? If Yes,explain purpose and size: ❑ 17 19.Has the site of the proposed action or an adjoining property been the location of an active or closed NO YES solid waste management facility? If Yes,describe: F71 ❑ 20.Has the site of the proposed action or an adjoining property been the subject of remediation(ongoing or NO YES completed)for hazardous waste? If Yes,describe: Fv/1 ❑ I AFFIRM THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE Applicant/sponsor name: Steven Affelt Date:04/08/23 Signature: Part 2-Impact Assessment. The Lead Agency is responsible for the completion of Part 2. Answer all of the following questions in Part 2 using the information contained in Part 1 and other materials submitted by the project sponsor or otherwise available to the reviewer. When answering the questions the reviewer should be guided by the concept"Have my responses been reasonable considering the scale and context of the proposed action?" No,or Moderate small to large impact impact may may occur occur 1. Will the proposed action create a material conflict with an adopted land use plan or zoning ❑ regulations? 2. Will the proposed action result in a change in the use or intensity of use of land? ❑ 3. Will the proposed action impair the character or quality of the existing community? 11 El 4. Will the proposed action have an impact on the environmental characteristics that caused the El ❑ establishment of a Critical Environmental Area(CEA)? 5. Will the proposed action result in an adverse change in the existing level of traffic or ❑ affect existing infrastructure for mass transit, biking or walkway? 6. Will the proposed action cause an increase in the use of energy and it fails to incorporate ❑ reasonably available energy conservation or renewable energy opportunities? El 7. Will the proposed action impact existing: ❑ a.public/private water supplies? b.public/private wastewater treatment utilities? 8. Will the proposed action impair the character or quality of important historic,archaeological, ❑ architectural or aesthetic resources? 9. Will the proposed action result in an adverse change to natural resources(e.g.,wetlands, ❑ waterbodies,groundwater,air quality,flora and fauna)? Page 3 of 4 No,or Moderate small to large impact impact may may occur occur 10. Will the proposed action result in an increase in the potential for erosion,flooding or drainage ❑ problems? El 11. Will the proposed action create a hazard to environmental resources or human health? Part 3=Determination of significance. The Lead Agency is responsible for the completion of Part 3. For every question in Part 2 that was answered"moderate to large impact may occur",or if there is a need to explain why a particular element of the proposed action may or will not result in a significant adverse environmental impact,please complete Part 3. Part 3 should,in sufficient detail,identify the impact, including any measures or design elements that have been included by the project sponsor to avoid or reduce impacts. Part 3 should also explain how the lead agency determined that the impact may or will not be significant.Each potential impact should be assessed considering its setting,probability of occurring, duration,irreversibility,geographic scope and magnitude. Also consider the potential for short-term,long-term and cumulative impacts. Check"this box if you have determined,based on the information and analysis above,.and any supporting documentation, that the proposed action may result in one or more potentially large or significant adverse impacts and an environmental impact statement is required. Check this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action will not result in any significant adverse environmental impacts. Town of Southold-Board of Trustees Name of Lead Agency Date President Print or Type Name of Responsible Officer in Lead Agency Title of Responsible Officer Signature of Responsible Officer in Lead Agency Signature of Prep arer(if different from Responsible Officer) . PRINT Page 4 of 4 Board of Trustees Application AFFIDAVTI' BEING DULY SWORN DEPOSES AND AFFIRMS THAT HE/SHE IS THE APPLICANT FOR THE ABOVE DESCRIBED PERMIT(S).AND THAT ALL STATEMENTS CONTAINED HEREIN ARE TRUE TO THE BEST OF HIS/HER KNOWLEDGE AND BELIEF,AND THAT ALL WORK WILL BE DONE IN THE MANNER SET FORTH IN THIS APPLICATION AND AS MAY BE APPROVED BY THE SOUTHOLD TOWN BOARD OF TRUSTEES. THE APPLICANT AGREES TO HOLD THE TOWN OF SOUTHOLD AND THE BOARD OF TRUSTEES HARMLESS AND FREE FROM ANY AND ALL DAMAGES AND CLAIMS ARISING UNDER OR BY VIRTUE OF SAID PERMIT(S),IF GRANTED. IN COMPLETING THIS APPLICATION,I HEREBY AUTHORIZE THE TRUSTEES,THEIR AGENT(S)OR REPRESENTATIVES,INCLUDING THE CONSERVATION ADVISORY COUNCIL,TO ENTER ONTO MY PROPERTY TO INSPECT THE PREMISES IN CONJUNCTION WITH THIS APPLICATION, INCLUDING A FINAL INSPECTION. I FURTHER AUTHORIZE THE BOARD OF TRUSTEES TO ENTER ONTO MY PROPERTY AND AS REQUIRED TO INSURE COMPLIANCE WITH ANY CONDITION OF ANY WETLAND OR COASTAL EROSION PERMIT ISSUED BY THE BOARD OF TRUSTEES DURING THE TERM OF THE PERMIT. Signatuie of Property Owner Signature of Property Owner SW ORN TO BEFORE ME THIS��LY—DAY OF ,20 ' 14 o y Publi 1 ,I Board of Trustees Application AUTHORIZATION {Where the applicant is not the owner) I/We, .. owners of the property identified as SCTM#.1000- /3 5'3 -3 5 ' Q 0 in the town of New York,hereby authorizes to act as my agent and handle all necessary work involved with the application process for permit(s)from the Southold Town Board of Trustees for this property. (:;ope Owner's Signature Property Owner's Signature `" Z 20 SWORN TO BEFORE ME THIS I /. DAY OF otary Public � :. y d � I APPLICANT/AGENTIRIEPRESEN'TATIVE TRANSACTIONAL DISCLOSURE FORM The To vn.of Southold's Code of Et i 'ts con t oCintc st. Oie. art o(tow ri rccr and to e s the u action of this form is to provide dnformation ic�i i an tile�t the town a i e .an ict.,of interest Turd allow it to take w1►atevcr action is necessary to avoid same• YOUR NAME: (Last name,first namg,i'rddle Initial,unless you are applymgrn the name of someone else or other entity,such as a company.If so,indicate•the other person's or company's name.) NAME OF APPLICATION: (Check all that apply.) Tax grievance Building Variance Trustee �--- Change of Zone Coastal Erosion Approval of plat Mooring Exemption from plat or official map Planning Other (If"Other",name the activity.) or child)have a mlationship-with an Do you personally(or through your,company,spouse.sibling,parent, y officer Or employee of the Town:of Southold? "Relationship"�inclodes b'blood,rrlamagc;or business htteiesk`'BUsutess inlerest'T means a business, including a partnership,in which the town officer or employee has cVen a j'artial ownership of(or employment by)a corporation in which the town officer or employee owns more than 5%of the shares. YES NO If you answered"YES",complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold.. Title or position of that person Describe the relationship between yourself(ttie applicant/agent/representative)and the town officer or employee.Either check the.appropriatc line A)through D)and/or deserjbe in the space provided. The town officer or employee or his or her spouse,sibling,parent,of child is(check all that apply): A)the owner of greater than 5%of d'e shares of the corporate stock of the applicant (when the applieant:is a corporation); B)the legal orUhaf'cial owner of any interest in a iron-corporate entity(whet'the applicant is not a corporation); an officer,director,partner,or employee of the applicant;or I))the actual applicant. DESCRIPTION OF RELATIONSHIP Submitt is day o �f' 9 o a j - - signature •-� PrintName Form TS 1 LZ itA Ai ?' :•' c1f.Sf'.1� 11: h' ,. !►: �L. L'/ �.� ®^{. i, Ids ja1O i L ,I SUFFoc`�. Glenn Goldsmith,President o�0 COGS Town Hall Annex A.Nicholas Krupski,Vice President �� y� 54375 Route 25 Eric Sepenoski P.O. Box 1179 Liz Gillooly V Southold,NY 11971 Elizabeth Peeples A ® p� � Telephone(631)765-1892 �0 } Fax(631)765-6641 o. BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD NOTICING ADJACENT PROPERTY OWNERS lavo- 3S- 3- 3y /ood - I33 3 - .36-) /o ov - )3S-- 3- Above are property tax map numbers (SCTM#'s) listed that you need to notice for the properties that are located on either side of you, across the street from you and fall within your property lines, and possibly other properties that require noticing per Chapter 55 of the Southold Town Code. In order to find the legal mailing addresses to the SCTM#'s please visit the Southold Town website at https://southoldtownny..qov and go to the Assessors page. Under the Assessor's page click on "Forms and Links." Under that page, click on the "2024 Assessment Roll." This will take time to download as it is a large pdf. Once downloaded when you go into it you will see that the list goes numerically by property tax map numbers (SCTM#'s). Scroll down to find the SCTM#'s listed above. The legal mailing address to each of the neighboring properties can be found directly under the property tax map number on the far-left side of the lists. Please mail each property listed above a completed copy of the Notice to Adjacent Property Owners form and a photocopy of the proposed plan/site plan (construction pages do not need to be mailed). Each neighbor's noticing packet must be mailed by certified return receipt mail through the USPS no less than seven days prior to the Public Hearing date. After all mailings have been submitted to the postmaster, all receipts from the mailings and the completed Proof of Mailing form must be submitted to this office prior to the Public Hearing date. The bright green Notice of Hearing card needs to be posted in front of your property close enough to the street that public can read it. This sign must be posted and stay posted for no less than seven consecutive days prior to the Public Hearing. After the seven days you can complete the Proof of Posting form which needs to be submitted to this office prior to your hearing. If you put the sign up where there is more than seven days before the hearing, just leave it up through the day of the hearing. You can take it down the next day. Board of Trustees Application PROOF OF MAILING OF NOTICE ATTACH CERTIFIED MAIL RECEIPTS APPLICATION NAME & SCTM#: K4-oI(,c,Ak NAME: ADDRESS: 0'ecco'i S/00/2 jAjC.L �k--Jrz J'v-n L4, "7 leou —135 . 3 - 3(,-I Mior Ct u PLC; 1(oU ln) &k SI "p lovo - 13s- 3 - 12.3 0OUIZ3 LJOAA Trwsr &60 STATE OF NEW YORK COUNTY OF SUFFOLK S'(TrW,q residing at q 1 Cr2o t vary, N Y 117,3�j , being duly sworn, deposes and says that on the day of Df(,&n&7Z— , 20 2 4, deponent mailed a true copy of the Notice set forth in the Board of Trustees Application, directed to each of the above named persons at the addresses set opposite their respective names; that the addresses set opposite the names of said persons are the address of said persons as shown on the current assessment roll of the Town of Southold; that said Notices were mailed at the United States Post Office located at C P_C-AT1— /21 V-E2 , that said Notices were mailed to each of said persons by CERTIFIED MAIL/RETURN RECEIPT. � Signature Sworn to be re me this 17 f Day of , 20 c;L 7 Notary Public PAi;9ICIAANN DEVANEY Notary Public,State of New York No.01 DE6390814 Commission Expo esoAoril County 2 2027 Postal U.S. Postal Service o . o RECEIPT DomesticCERTIFIED MAIL Sou 1 Soh�o1`` t1 7� of k .# ru p^ Certified dMall Fee r E' Certified Mail Fee r m I m $4.85 €�?3�9�� � $ $ +e I I �✓ Extra Services&Fees(check box add ° i °`'" `J a71 rU Extra Services&Fees(cheek box,add lee s p �ate) '�r''- PPfippate)!+"ti;= - .; �,, i p I.1" .. w4 Rl �4�r ❑Return Receipt(hardcoPY) $ P'�..1_7 ,r j`i ^L„�. 1 ❑Return Receipt(hardcopy) $ I Ifl V n P 0 ❑Return Receipt(electronic) $ I Il 1 4r ©� +'' •❑Return Receipt(electronic) $ ,I-- Postmark ❑Certified Mail Restricted Delivery -) Postmark ry $_ Certified Mail Restricted Delivery $ ti "y ❑Adult Signature Required 1 Here ti t{ ❑ 1J,(II_! Hereo C3 g rya-- O F O q $ n nr i' ❑Adult Signature Required $ O NO El Si nature Restricted Delivery$ []Adult Signature Restricted Delivery$ ' 9! ,O Postage �-- �0 •p) O Postage $17.73 ����. $ $I).73 •` �� � �A �. $ 1-2 ro �x}1 t kkr*� O W1 age and Fees /11_I/7f�7lt:+ 4 0 T .bQ tags and Fees a t i. $ 7 ti. °• $ j<.la t �cj W Sent To (� ru Sent To r� ) k 1 �t]� ;0 � vR s L10N4 r� trea RJ Street 'ndA t:No:or P�Boz 4-- , --- ---- ----- --- -------- �YS� M/(,LG O Stree andApt.No.,or PO Box No. crty,Mate,ZIP+40. ® j v�Ilf rs(,� N ll9?% r, TM CERTIFIED r r rrr. U.S. Postal Service I o RECEIPT °o Domestic Mail Only For delivery information,visit our Website at www.usps.com". N(pw .. r �4 .. 9 AA- � F m $ertrfred Mail Fee $4.85~t•kS � r�tl (u°f9J rU Extra Services&Fees(checkbox,add feb s• •te ❑Return Receipt(hardcopy) $ I 'IS 0(rC ...� . ❑Retum Receipt(electronic) $,T r�$,�;13,_11:�{F�1. /O ps,t,m�ark � ❑Certified Mall Restricted Delivery $ r �[yr�je -37 z-, C3 []Adult Signature Required $ []Adult Signature Restricted Delivery$T UU Postage $0.73 T I Pp tags and Fees A $��.h. ru Sent To ru i�C CRC U4 $treat and Apt:IVo.,or Pr3 Box�(o. ------------------------------------------------ I r` ------1&6-----w---��___`-,SS=--fig---�'-------------------------------- City,St at,ZIP+4PS Form ® f Z :rr April 2015I'- Glenn Goldsmith,President �QgOFF01,t�0 Town Hall Annex A.Nicholas Krupski,Vice President ,�� Gym 54375 Route 25 Eric Sepenoski y a P.O.Box 1179 Liz Gillooly wo -V Southold,NY 11971 Elizabeth Peeples Telephone(631)765-1892 Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD BOARD OF TRUSTEES: TOWN OF SOUTHOLD --------------------------------------------------------------- In the Matter of the Application of JOSEPH KADILLAK COUNTY OF SUFFOLK STATE OF NEW YORK AFFIDAVIT OF POSTING d�rIO►T COMPL WE THIS FrlRMe UNTIL THE POSWlIVG HM •.MAINL I1V��L�A�E����:4ST L-E�1►SVT�,SE��N�D�� �YS�PRFIORTO�H�FUBLI AZGD pC' HPLET F I,SOR�M. 1�E` `�HRLAER I, S-rari ( � residing at/dba y 1 Lmt 0x i)R. 6/zcm— 91 y6.z 173� being duly sworn, depose and say: That on the 10 day of,0CzCmld M , 202y , I personally posted the property known as 775 Milt lzrK- Oz JwhvA N Y by placing the Board of Trustees official noticing poster where it can easily be seen from the street, and that I have checked to be sure the noticing poster has remained in place for a full seven days immediately preceding the date of the public hearing. Date of hearing noted thereon to be held Wednesday,December 18,2024. Dated: t /7 a®-P-X (signature) SAyorn to before me this 'day of De-e- 200,y PATRICIA ANN DEVANEY otary Public Notary Public,State of New Yolk No.01 DE6390814 aualifled in Suffolk County Commission Expires Aorii 22,2027 ,NOTICE OF HEARING NOTICE IS HEREBY GIVEN that a Public Hearing will be held by the Southold Town Board of Trustees at the Town Hall, 53095 Main Road, Southold, New York, concerning this property. OWNER(S) OF RECORD: JOSEPH KADILLAK SUBJECT OF PUBLIC HEARING: For a Wetland Permit for the as-built demolition of the existing dwelling (project meets Town Code definition of Demolition), and the construction of a two-story dwelling on a new foundation with a 1,100sq.ft. first floor and 746sq.ft. second floor, 203sq.ft. second story balcony, 23sq.ft. front stoop, and basement entry; install gutters to leaders to drywells; permitted installation of an I/A OWTS system; install a generator, A/C units; existing permitted 8.5'x4.5' outdoor shower; maintain all trees on site, if the need arises to remove a tree, apply to the Trustees office for a tree letter; and to establish and perpetually maintain the area seaward of the dwelling as a non-turf buffer area with a pervious access path to the water not to exceed 4' in width. Located: 775 Mill Creek Drive, Southold. SCTM# 1000- 135-3-35.1 TIME & DATE OF PUBLIC HEARING: Wednesday, December 18, 2024 — at or about 5:30P.M. If you have an interest in this project, you are invited to view the Town file(s) which are available online at www.southoldtownny.gov and/or in the Trustee Office until to the day of the hearing during normal business days between the hours of 8 a.m. and 4 p.m. BOARD OF TRUSTEES * TOWN OF SOUTHOLD * (631) 765-1892 i Town-of Southold LWRP CONSISTENCY ASSESSMENT FORM[ A. INSTRUCTIONS 1. All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action will be evaluated as to its si i�fi�cant beneficial and adverse effects upon the coastal area(which includes all of Southold Town). 3. If any question in Section C on this form is answered "yes" or "no", then the proposed action will affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. _Thus, each answer must be explained in detail, listing both supporting and non- supporting facts. If an action cannot be certified as consistent with the LWRP policy standards and conditions,it shall.not be undertaken. A copy of the LWRP is available in the following places: online at the Town of Southold's website (southoldtown.northfork.net), the Board of Trustees Office, the Planning Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# 135.00 -03.00 -035.100 PROJECT NAME Kadillak Residence The Application has been submitted to (check appropriate response): Town Board ❑ Planning Board❑ Building Dept. ❑ Board of Trustees ❑✓ 1. Category of Town of Southold agency action(check appropriate response): (a) Action undertaken directly by Town agency(e.g.capital ❑ construction,planning activity,agency regulation,land transaction) ❑ (b) Financial assistance(e.g.grant,loan,subsidy) (c) Permit,approval,license,certification: Nature and extent of action: Construct 2nd floor addition (628 sgft)and interior alteration to existing single family dwelling. Lift dwelling and replace concrete block foundation. REVISION: New propane fired emergency gen REVISION: Building Inspector deemed project as-built new dwelling. s Location of action: 775 Mill Creek Dr.Southold, NY 11939 Site acreage: 0.25 Present land use: Suburban Single Family Dwelling Present zoning classification: Roo 2. If an application for the proposed action has been filed with the Town of Southold agency, the following information shall be provided: (a) Name of applicant: Joe Kadillak (b) Mailing address: 166-26 Powells Cove Blvd Whitestone, NY 11357 (c) Telephone number: (917)622-0717 Will the action be directly undertaken,require funding,or approval by a state or federal agency? Yes ❑ No ✓❑ If yes, which state or federal agency? C. Evaluate the project to the following policies by analyzing how the project will further support or not support the policies. Provide all proposed Best Management Practices that will further each policy. Incomplete answers will require that the form be returned for completion. DEVELOPED COAST POLICY Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location,and minimizes adverse effects of development. See LWRP Section III—Policies; Page 2 for evaluation criteria. 7 Yes ❑ No ❑ Not Applicable In an effort to comply with the LWRP and minimize the effects of construction and over development,we have proposed an addition to the existing dwelling that does not enlarged the footprint of the dwelling,nor does it,encroach on the wetlands.This addition and interior alteration will update the property and compliment the developing aesthetic of the neighborhood.The owner is also pursuing a new VA septic system with the county health department as a separate project. Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section III—Policies Pages 3 through 6 for evaluation criteria ❑ Yes ❑ No ❑✓ Not Applicable There are no historical or archaeological resources on the property. Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III—Policies Pages 6 through 7 for evaluation criteria ❑✓ Yes ❑ No ❑ Not Applicable In an effort to comply with the LWRP and enhance the visual quality and protect scenic resources,we have proposed an addition to the existing dwelling that does not enlarged the footprint of the dwelling,nor does it encroach on the wetlands.This addition and interior alteration will update the property and compliment the developing aesthetic of the neighborhood. Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III—Policies Pages 8 through 16 for evaluation criteria ❑ Yes ❑ No ❑✓ Not Applicable As part of this project we are no proposing and modifications or work in the wetlands area or to the concrete wall acting as a bulkhead. Attach additional sheets if necessary — -- — Policy 5. Protect and improve water quality and supply in the Town of,Southold. See LWRP Section III —Policies Pages 16 through 21 for evaluation criteria ❑✓ Yes ❑ No ONot Applicable The owner is also pursuing a new I/A septic system with the county health department as a separate project. Attach additional sheets if necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III—Policies; Pages 22 through 32 for evaluation criteria. ❑✓ Yes _❑No ❑ Not Applicable j The owner is also pursuing a new I/A septic system with the county health department as a separate project. As part of this project we are no proposing and modifications or work in the wetlands area or to the concrete wall acting as a bulkhead. Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III — Policies Pages 32 through 34 for evaluation criteria. ❑ Yes ❑No❑✓ Not Applicable This project will have will have a new energy efficient HVAC system and will have a positive impact on the air quality. Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LWRP Section III—Policies; Pages 34 through 38 for evaluation criteria. ❑✓ Yes ❑ No ❑Not Applicable The owner is also pursuing a new I/A septic system with the county health department as a separate project. PUBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public resources of the Town of Southold. See LWRP Section III—Policies; Pages 38 through 46 for evaluation criteria. Ye❑ No❑ Not Applicable As part of this project we are no proposing and modifications or work in the wetlands area or to the concrete.wall acting as a bulkhead. Therefore the access to the wetlands seaward of,the bulkhead remains accessible. Attach additional sheets if necessary WORKING COAST POLICIES Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in suitable locations. See LWRP Section III—Policies; Pages 47 through 56 for evaluation criteria. ❑Yes ❑ No ❑✓ Not Applicable Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section III—Policies; Pages 57 through 62 for evaluation criteria. ❑✓ Yes ❑ No❑ Not Applicable As part of this project we are no proposing and modifications or work in the wetlands area or to the concrete wall acting as a bulkhead. Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III—Policies; Pages 62 through 65 for evaluation criteria. ❑Yes ❑ No❑✓ Not Applicable No agriculture existing in the surrounding area to this property. Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III—Policies; Pages 65 through 68 for evaluation criteria. Z Yes ❑ No❑ Not Applicable This protect will have will have a new energy efficient HVAC system and higher insulation values therefore will have a lower energy impact than the existing dwelling. . PREPARED BY Steven Affelt. TITLE Agent for Owner DATE. 06/08/23