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HomeMy WebLinkAbout52661-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS, UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 52661 Date: 02/10/2026 Permission is hereby granted to: BGV-Holdings LLC 168 Bergan St Brooklyn, NY 11217 To: Construct additions and alterations to existing single family dwelling as applied for,with Trustees #10282, DEC and SCHD approvals. Premises Located at: 250 Midway Rd, Southold, NY 11971 SCTM#90.-1-9 Pursuant to application dated 12/22/2025 and approved by the Building Inspector, To expire on 02/10/2028. Contractors: Required Inspections: Fees: Single Family Dwelling- Addition&Alteration $1,798.00 CO Single Family Dwelling-Addition /Alteration $100.00 tald" S11898.00 uiiding Inspector .................... "P TOWN OF SOUTHOLD BUILDING DEPARTMENT I$ Town Hall Annex 54375 Main Road P. 0. Box 1179 Southold,NY 11971-0959 Telephone(631) 765-1802 Fax(631) 765-9502 '­............ Date Received APPLICAT10N FOR BUILDING PERMIT For Office Use Only .......... PERMIT Nb..�PW?/ Building lnspe,ctor. Applications and forms must be filled out in their entirety.Incomplete applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. Date: j ; OWNER(S)OF PROPERTY: Name: +JotchAqS LLC SCTM#1000- C1 Project Address: 2 �dW" ,00,Ct SC L,-Mo�,C) -------------- Phone#: 9 Email: ceylesr-f-CL-I,TL�c-c�p it". L-Ocv-) Mailing Address. CONTACT PERSON: .............................. F­Na m e: L, ........................... oft- Bcp q,7 Mailing Address: " Phone#: y1cl Email: R1,ACjaVJ C Yy\t 0,Y--CV\L YM1 •C4 VV DESIGN PROFESSIONAL INFORMATION.- Name: CVx �L . MailingAddress: p ay., I Ct Phone#: Email: Cd-A0VWASG ao L E;I(P - 10*2 CONTRACTOR INFORMATION: Name: Mailing Address*-, Phone#: Email-, DESCRIPTION OF PROPOSED CONSTRUCTION .............. ❑New Structure f$Addition F XAlteration M Repair Fl Demolition Estimated Cost of Project': .0 Elother $ .0m11 Will the lot be re-graded? EJYes KNo Will excess fill be removed from premises? [:]Yes Mo . ............... ................... PROPERTY INFORMATION Existing use of property: Intended use of property: Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? MYes FlNo IF YES, PROVIDE A COPY. El Ch eck Box After Rea di ng The owner/contractor/design professional Is responsible for all drainage and storm water Issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws.,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized Inspectors on premises and in building(s)for necessary Inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. 6''atl (0 Application Submitted By(print name): tyyiCi.,,# authorized Agent []Owner K-Ojuq tv* ''I Signature of Applicant: Date: 12 Z Z STATE OF NEW YORK) SS: COUNTY OF being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the (Contract"r,Agent,,,�, orporate Officer,etc.) s.�j D of said owner or owners,and is duly authorized top`'',,J fm or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this day of 20Z5 to Public (9 TRACEY , raw NM ARY ,DWYER, PtWC.,8TATE Cf`NhW Y014 NO. K otowwwqw m11A COUN1,y cc; (Where the applicant is not the owner) 19138" 3o, 2 .................. residing at QU Idii.NY 1j.97-1..................... Rachel Holdions LLQ do hereby authorize NIP-gan G arrick.CWT Arnhitanturp. to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name NIPPON ............. ...................... 0 of'r„" 7 W X n .lu Ir dal 2 S,1"U",0, M,-[WA,I C JE I K f kt t �YI u Albert J. Krupski Jr. SUPERAnSOR MAN'AGEMIENT SOU'1'Ht3LD TOWN HALL-P.C?.fox 1179 o ' Southold' OUTROLD]NEW'YORK 11971 53095 Main Road S , Town, f CHMITIER 236 � STOW4, W, TER MANAGEMENT REFERRAL FORM .......... (APPLICANT INFORMATION TO BE COMPLETED BY THE APPLICANT ONLY FOR.PROPERTIES ONE ACRE IN AREA.OR LARGER.) APPLICANT: (Property Owner, Design Professional, Agent, Contractor, Other) NAME: Megan,Carrick(Nugent) Date: 12/22/25 Contact `for ti b �ctrii � wre�gnnail.cc�r�r� E- it&ire l* 631-804--3796 Property r s I Location of Construction Site: 250 Midway Road S.C.T.M. #• 1000 ........... District 90 01 09 Section Block Lot AMMAN TO BE COMPLETED BY SOUTHOLD TOWN ENGINEERING DEPARTMENT -- Area of Disturbance is less than 1 Acre. N'o S.P� ,.. .S, erfnit s Re ired i [" -- Project does Not Discharge to Waters of the State. No&PR, .S.Permit is Rqqgfred,1' Runoff s� Directly 1 Discharges it Area of Disturbance is Greater than 1 Akre&Storms water to Waters of the State of Never York. Thy A, P.L C ITMUST OBTAIN S.P.D.ES.Permit IRE TLC"From, " D .0 Prior to'Issuance oI"a ail fire Per its, Area of Disturbance is Greater aMter than 1 Acre&Storm-water� � �Southold Runoff s � � h Town's MS4 Systems to Waters of the State of New York. THE APPLICANT" T N a,S,. . Permit through the Southold Town En irweerin De arty en;t � Prior"to Issuance of; a Buidipg Perm ". i 4 Reviewed By: Date. FORM * SMCP--TOS December 2024 CC KATHY HOCHUL YKD Governor ATE Environmental ' Conservation AMANDA LEPTON Commissioner PERMIT MODIFICATION September 26, 2025 BGV Holdings LLC C/O David Gad bout 168 Bergen St Brooklyn NY 11217 Re Permit# 1-4738-04383/00004 BGV Holdings LLC Property—260 Midway Rd Southold NY 11971 SCTM# 1000-90-1-9 Modification #3 Dear Permittee: The New York State Department of Environmental Conservation (DEC) has reviewed your request to modify the above referenced permit in accordance with the Uniform Procedures Regulations (6NYCRR Part 621). It has been determined that the proposed modifications will not substantially change the scope of the permitted actions or the existing permit conditions. Therefore, the activities authorized by this permit are hereby modified to authorize: Moving the location of the pool and I/A C3V1JTS. Creating 12-Moot-wide vegetated non-turf buffer. All work must be done in strict conformance with the attached site plans prepared by Charles M. Thomas, pages 1-2 last revised on 8/14/2025 and stamped "NYSDEC Approved" on 9/26/2025. Natural Resource Permit Condition #10 is modified as follows: 10. Establish Vegetated Buffer--To protect the values of the tidal wetlands, a permanent vegetated buffer zone shall be established. There shall be no disturbance to the natural vegetation or topography within an area extending 12 linear feet landward of the tidal wetland boundary. e Page 1 of 2 Division of Environmental Permits, Region 1 50 Circle Road, Stony Brook NY 11790 1 www.dec.ny.gov I P: (631) 444-0365 1 F. (631)444-0360 The following Natural Resource Permit Condition is added to the permit: 29. Tidal Wetland Covenant—The permittee shall incorporate the attached Covenant (or similar Department-approved language) to the deed for the property where the project will be conducted and file it with the Clerk of Suffolk County within 30 days of the effective date of this permit. This deed covenant shall run with the land into perpetuity. A copy of the covenanted deed or other acceptable proof of record, along with the number assigned to this permit, shall be submitted within 90 days of the effective date of this permit to Marine Habitat Protection NYSDEC Region 1 Headquarters SUNY @ Stony Brook150 Circle Rd Stony Brook, NY 11790-3409 Attn: Compliance This letter is a modification to the modified permit issued on 4/4/2025 and must be available at the job site whenever authorized work is in progress. All other terms and conditions remain as written in the modified permit issued on 4/4/2025. Sincerely, Kevin A. Kispert Permit Administrator cc: EN-Consultants BMHP File Page 2 of 2 p m uui y I n ' President Town Hall Annex Goldsmith,P es 54375 Route 25 A. Nicholas Krupski,Vice president P.O.Box 1179 Eric Sepenoski Southold,New York 11971 Liz Gillooly Telephone(631) 765-1892 Peeples Elizabeth Pee P Fax(631) 765-6641 U WON' ]BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD March 20, 2025 Robert Herrmann En-Consultants 1319 North Sea Road Southampton, NY 11958 RE: BGV HOLDINGS LLC 260 MIDWAY ROAD, SOUTHOLD SCTM#: 1000-90-1-9 Gear Mr. Herrmann: The following action was taken by the Southold Town Board of Trustees at their Regular Meeting-held on Wednesday, March 19, 2025: RESOLVED, that the Southold Town Board of Trustees APPROVE the Administrative Amendment to Wetland Permit#10282, as issued September 14, 2022, to eliminate the proposed demolition of the existing dwelling and construction of a new two-story dwelling with a 3,130 sq.ft.footprint, 18' x 38' swimming pool, 8' x 8' spa, 425 sq.ft. cabana with outdoor shower, 2,360 sq.ft. raised paving stone pool deck with firepit, and 2' high berm; and to authorize renovation of the existing 2,481 sq.ft. footprint one-story dwelling to remain (including new replacement windows with partial re-framing of one waterside wail) and a proposed 615 sq.ft. one-story addition to landward side of house (more than 100 feet from wetlands); maintenance of existing 307 sq.ft. stone patio and removal of existing 221 sq.ft. grade level patio; construction of 18' x 44' in-ground swimming pool and 318 sq.ft. grade-level pool patio/coping accessed from existing stone steps to remain; installation of an 8'x4' pool drywell; modified locations/layouts for the previously proposed IIA OV"'ll TS sanitary system on the landward side of the dwelling, pool equipment, and a 4' high pool enclosure fencing with gates; and establish and perpetually maintain a 10' wide vegetated non-turf buffer landward of updated wetlands boundary; with the condition that the four(4) Eastern Red Cedars are to remain per original permit; and as depicted on the site plan prepared by +CMT Architect received on February 19, 2025, and stamped approved on March 19, 2025. Any other activity within 100' of the wetland boundary requires a permit from this office. This is not a determination from any other agency. Sincerel , Glenn Goldsrhith, President Board of Trustees 562 sq. ft, 1.3� 236 sq ft �> . 30.q. Qp . 7.3 tt It 101-1 15, AAll PT� AR ZE �DOS� COMUCE RT ���,� Q' . -E s t. h _� t t \0 AREA. _01 � LOT COVERAGE 0 3096 sq. ft. 6.91 - r R - �-P o - 'k 562 sq. ft. _ 0 1.2% 00 =D —221 sq. ff. —fl.4 0 236 sq. ft. 0.5% � -0 Q) 792 sq. ft. 1.81 zap N.'.� 318 sq. ft. 4�0.7% ce 4,783 sq. ft. 10.711 F U �� � � Cv - --9? �� T COVEJU GE OVER LOT AREA JtJ r AREA s - C � LOT � �e COVERAGE Y T � 2,481 sq. ft. 5.5% R M� F T F CQVE'.R;4 GE' Q VER � .� .��� ,� ��� � s� � � s AREA (44,765 q• .f.) = FOR l NG r _ AREA / �� �— � � ��� � �"RES _ ` LOT � ��..��..��-� ;_ � `� � � '�COVE G RAGE �� 3096 sq. ft. 6.9/ 792 sq. ft. - 4/12/2025 ft. 3,888 sq. 8.71 a t LiJ ,eAWL u w R-25-0218 A t_. 3 r a q AICS x are � -� �- �� a__� ��`� � a.5,1t? �� �.. :�� a square feat plus 57 of - _ o pare feet up to a total of 7,1 00 square Y� TOM E - (44,765 sq. f F ALLOWABLE SSI SITE PLAN a SCA �, �. 0 -TRUMENi�OF SERWCE,ARE E c CWSI�!E PROPERTY OF THE ARCHITECT AND THDR F � R Its F" 3 r III IT D EXCEPT 7dy R±7EN PERMiS c leg -�/a v WOOD' - L a1✓ cl zz- NVI qT ,.� '�q °� F w ` x + � Z', Nlk Iz— V� ks' I!' cc 1,96 03 161 " s r m--i ~�,, "' 0 01 co `' �� C 11000 G .. � . q w de � �� At w�. c M �� l , rrl F6 P, �0;sfj coz 4ND 00 ;10 r7 �" �w rri - v ��Aj cz 3`I0d'-"_`r-►7 Ab�� � a "" �, �� K`��� m ( pRUGE VER �D' tIRE� Npr lII ALONG IRREGU D CURVE '. CO ST TI LAR ROAD TIE DINE ENTRANCE AT DRIVEWAY a 10947 ;,00li p 4 t St44"z'4 �p � � (%er,"er i '- 7 AD �- NJ MIDWA to I 4,4" 0 w/ to ossii r it y ' ,;�, '>04,31 S . -60p v MT. SITE PLAN OF VI y& LOTS 141, 142 & P /0 143 APPROVED V A, �4 BOARD OF 1RUSTEES, REMSIONS D E S C R I P T 1 0.14 MAP OF A" v '4c .'ItI CEDAR BEACH PARK �-P Al h I I -TOWN OF SOLM!OLD 2/111F NO FILE No,90 FILED DECEMBER 20,1927 V d DAT SITUA TED A T t a0c _0 BAYVIEW Jw-1 h- TOWN OF SOUTHOLD Z07'1 10# V SUFFOLK COUNTY, NEW YORK &�7 jg S.C. TAX No. 1 000-90-01—09 SCALE 1"=20' A A, THIS SITE PLAN HAS BEEN PREPARED 1,9Z USING THE INFORMATION FROM THE rtt� 1 `7 -TO 0) SURVEY OF NATHAN TAFT CORWIN,L.S. r- FROM NATHAN TAFT CORWIN III LAND SURVEYOR DATED NOV.8,2007 AND 0 LAST UPDATED FEB,12 2024 v t x A C-v TOTAL AREA=56,414 sq.ff. p., (TO T lE LINES) 2 9 5 a c- _JLp Nn& BUILDABLE AREA 44,765 sq.fl. ik 0 wt Li Tr--HOLE Out;Sy Irt- ON APRIL 1-9,2022 LJ BPMN LOAM(a) Llj ui MKT akqwv SAM,GRKV- -7 -1 1L 0 0 46 k V w C) cn < I 1*. 11 (y Ix —I r zft�*d twc� Ta-f!!:tj 0 0 LGW eRaWN SAND-GRAV-' b, Or S SLT(9-, 00 ct4 AH 01 LLJ z Sri IS-) LLI cf) < Au _j < I ft "4 Lli 0 GROUNDWATER t-NCOONTEREO 0 EL 7,1' (j) 14IGH.E,-EXPECTED 0 EL 2.3- /V 0 r -V 0 64. Dec AA EXIISI-IN-0 CO 71> -\\ OVER��FLAND LOT APEA(4 p 4.763,sq- ) 0 �.2 Zop HOUSE Z..Sl tq-it, I 0 (2)SIOIF 1xv0s& II STEPS,'CELLAR ENTRANCE 562 sq,it. ]I BRICK a CONC STOOP /V WOOD WALK 236"t- It ozx '23, TOTAL =IS=__ ao.00. (4 1 1 C S� 14f p_FC m P.WPOSEZI COVERA" A oven UPIAND L-07 A�q_IrA 14 76S lq-ft 1 DESCRIPTION 11V AREA i%LOT COVERASL �0 HOUSE W ADDITION 3035 sq,11, (2)STONE PATIOS& 0 0 STEPS,CELLAR ENTRANCE 562 sq-it, 1.2% SRICX&GONG.STOOP vfcv jt�w- AFT EXISTING PATIO TO BE REMOVED!-221*q- -0'4% 236 q, O.Sx WOOD WALK POOL 792 sq.ft- POOL PATIO I¢COPING 318 q-rt, 0,7% TOTAL Charles M.Thomas tow,"rX.lSrjyG COVZ-AWE OVErP 3� T014w DrT11YEZ BVIL-DUSLT g,07'AREA f4#,7IG5 sq ft.) a r c h i t e c t r—DESCRIPTION AREA 1%L FOBOX877 MTCRT,NY11947(631)727-7993 HOUSE 2,A8 I jq. v -OWN pj RoPasED COV IS OVER A-4BLE L01-A&_-A(44,765 sq TOW.Ar rrTIMED BVIL DESCRIPTION J AREA MOUSSE W ADDITION 3096 sq,ft. 6.9% POOL 792 vQ_It. TOTAL SITE PLAN GFA CALICS h Lo's square tseloxv%ol - 'w the iin 2182 #.cm 40&A fm_�ow up to a to,a!of la wma,e f-j, ieel ma�mwm OV-rR UPLAND LO?'A,'?-PA(44,765-q ftJ _121 44,765-40,000-4,765 SF t� 4'765 SF x 5%-24-W,Sr SITE PLAN DA4009 S.100 SF.238-2S S-9_S_V8_25 SF ALLOVVABLESST GFA PROPOSED-3C96 SF SCALE:11:20 lI4 walvcX0 Ta 1K 1AKA'k t-x TZ9 I-0-D-t-On#*vow jr-19-Rvoonv_N IT ftw:AW4-7-w�W-lrcl 1 wa� A"_rv-A?pK cm9rillt Plaw.*-a Evwa Or*M091ANCt Ot T4%uv_vc� i LINE OF EXISTING ROOF CONSTRUCTION TO LINE E EXISTING __ - __ _ --- _ -_ - - REMAIN CHIMNEY TO REMAIN THIS PROJECT IS IN COMPUANCE WITH 2O20 RESIDENTIAL CODE OF NEW YORK STATE TT IREMOVE EXISTING - = «• L LINE OF EXISTING ROOF - SKYLIGHT AND INFILLFRAME F r•. I s ..�- CONSTRUCTION TO _ J a REMAIN ` SHINGLESNTORREMAIN - -- - - - - - - - - - MXIT NG EXISTING p - - -------`- I? E�Xi TI G OOF POSED ROOF - �I 0 5� R i = PRO PROPOSED ROOF CEILING JOISTS = + - - - SHINGLESEXISTING10H . CONSTRUCTION APPROVED AS NOTED ^� ARCHITEC T.O. PLATE HEIGHT - = - -  - - - - - - --_ - - _ 1" X 8" FASCIA . T -I- - - - - VE OTE - - - - ---- - W/1"X2" OVER i - DATE: /0'�-(o B.P.# REVISIONS DESCRIPT ION T.O. WINDOWS 6" FRIEZE BOARD FEE r 9� OD BY: ?7 - �( � 0 UGL5036 4 UGL50136 NOTIFY BUILDING TODEPARTMENT 4PM FO TAT ©��� � / 1:1 631-765-1802 8AM TO 4PM FOR THE 5/4" WINDOW FOLLOWING INSPECTIONS: QT colao & DOOR SURROUNDS 3032 3032 30321. FOUNDATION-TWO REQUIRED ©� _ (TYPICAL) FOR POURED CONCRETE _ XISTING FRONT DOOR 2. ROUGH-FRAMING&PLUMBING SIDING PER SELECTION rij- & SIDE LITES TO BE SIDING PER SELECTION SIDING PER SELECTION 3. INSULATION OF OWNER --� REPLACED PER OF OWNER PROPOSED FYPON OF OWNER T.O. FIRST FLOOR 3068 SELECTION OF OWNER SELECKECTIONPOF OWNER 4. FINAL-CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE DE REQUIREMENTS OF THE CODES OF NEW EXISTING O.H. DOOR EXISTING 18'-0" YORK STATE. NOT RESPONSIBLE FOR PROPOSED ADDITION DESIGN OR CONSTRUCTON ERRORS ' E PROPOSED FRONT ELEVATION 1 SCALE: 1/4" = 1'-0" COMPLY WITH ALL CODES OF LINE OF EXISTING EXISTING ROOF AS REQUIRED AND CONDITIONS OF CHIMNEY TO REMAIN CONSTRUCTION TO NEW YORK STATE&TOWN CODES REMAIN SOU HOLDTOYJNZBA EXISTING ROOF - --- - - -- - -- -- _ SKYLIG FRAM D INFILL CONS R TION SOUTHOLD TOWN PLANNING BOARD CONSTRUCTION TO COVNSTRUCTION TO REMAIN r �I REIMA'N 12 �U SOUTHOLDTOVVNTRUSTEES I - -- -- -_- - - - - - S INGI'E 0 R M IIN - - - - - -- -- Q EXISTING C 000 i N.YS.DEC - _-_ SIDING PER SELECTION - - - -_ - - - - J = - ,L-I- - - - - - i SOUTHOLD HPC _ -_ - - j OF OWNER _ 1 - 0 RAI XITN OF Lis�'da/� SCHD 1" X 8" FASCIA E W/1"X2" OVER W/1"X2" OVER 6" FRIEZE BOARD 6" FRIEZE BOARD JT 5/4" WINDOW G I i & DOOR A SURROIU NDS (EX SnNG) (ExlsnNc) �" 4 D 4 D " ¢ $ ("(EwrnHc) �..e s.... I 0 0„�f `u t...T 3, ��`vF'a!r L IJ� UGL6050 UGL6050 rj 4ilHOL,T E U ' W Y C OCCUPANCY, C' SIDING PER SELECTION � � i SIDING ER SELECTION 26i68 Z I T OF OWNER P )J SIDING PER SELECTION T� OF OWNER J ,r ow o 0 E PROPOSED REAR ELEVATION o — 2 SCALE: 1/4" = 1'-0" U Q Q W OW W � z LINE OF EXISTING CHIMNEY TO REMAIN 12 EXISTING ROOF EXISTING [,� CONSTRUCTION TO - - - _ - - - - I- _ 'f Lu u REMAIN MATCH 12 LLJ - '- T=`- " - EXISTING 12 12 EXISTING PROPOSED ROOF EXISTING CONSTRUCTION - -- SHINGLES TO MOATCH= - - _ - 11 EXISTINGI7i O Z no CEILING JOISTS -_ —T.O. PLATE HEIGHT - - -- - _ _ 1"X 8" FASCIA -' - - — FR EZ B W 1 X2 OVER -- -- - - I I- � 6" I E OARD z I 1 T.O. WINDOWS --- - ---- ---- -- ------— - -- I� � � LJJ a' � W 1" X 8" FASCIA W/1"X2" OVER < ff s" FRIEZE BOARD r UCA UGL6046 UGL6046 UCA - SIDING PER SELECTION o J 20 EGRESS EGRESS I 2044 OF OWNER 00 ail m 5/4" WINDOW T I 1 ( (ExlsnNc) (TYPICAL) I - EXISTING HOUSEIT BEYOND � I _ � SIDING PER SELECTION T 1 T OF OWNER T.O. FIRST FLOOR I ADDITION LINE OF EXISTING EDGE OF HOUSE E PROPOSED SIDE ELEVATION 3 SCALE: 1/4" = 1'-O" LINE OF EXISTING CHIMNEY TO REMAIN 12 Charles M. Thomas EXISTING p EXISTING ROOF CONS NRUCTION TO 1 T l y- _ -- __ _ - - 12 PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 REMAXIS N 0 - Q EXISTING EXISTING ROOF HIN L S 0 RE IN - CONSTRUCTION TO T i T! l T - = REMAIN PROJECT SIDING PER SELECTION 1" X( 8" FASCIA OF OWNER - -- T - W/11"X2" OVER - -- 1 ) _ 1W/1"X2"FOYER 6" fFRIEZE BOARD IA I 6" FRIEZE BOARD 1 5/4" WINDOW J I I r� J U 046 UCA OUNDS EGRESS& IDOOR SURR � UCA3660 UCA3660 20" PROPOSED ELEVATIONS (T Y(P I C A L) YI J EGRESS TEMP J i SIDING PER SELECTION OF OWNER DAB: 11/10/25 PROJECT No. CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA DRAWING BY. MC CHK BY. SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE FLOOD LIVE DEAD DAIR TYPE OF WG No. E PROPOSED SIDE ELEVATION SNOW D WIND DESIGN FROST DESIGN SHIELD HA ARDS LAD LOAD ROOF UPLIFT LOAD SUCTION LOADWALL OCCUPANCY HEIGHT FREEZING CONSTRUCTION 001 QO LOAD SPEED CATEGORY (MPH) LINE TEMP. UNDERLAYMENT CLASSIFICATION INDEX 1 OF 4 4 SCALE: 1/4" = 1'-0" WEATHERING DEPTH TERMINATE DECAY REQUIRED 20 130 B SEVERE W. MODERATE SLIGHT 11 YE S FROM 1998 40 PSF 20 PSF PERIMETER EDGE ZONE - 6.72 PSF EDGE ZONE — 35.6 PSF RESIDENTIAL 34' 599 TYPE V TO TO FIRM MAPS INTERIOR ZONE - 51.4 PSF INTERIOR ZONE - 28.9 PSF HEAVY MODERATE THESE DRAWINGS AND ACCOMPANYING SPECIRICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED, REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. - I ` i 18'X44' POOL I I THIS PROJECT IS IN COMPUANCE WITH 2O20 RESIDENTIAL CODE OF NEW YORK STA ID '` r^ r:3 1, } 70'-6� REVISIONS D E S C R I P T I O N EXISTING 20'-2" 15'-10" 4'-6" 9-7 24-10 2'-5" 7'-11" 7'-11" (NEW) (NEW) LINE OF EXISTING — EMOVE EXISTING PATIO UGL6050 UGL6050 WALLS TO REMAIN EXISTING BILCO DOORS N I TO BE REMOVED REMOVE EXISTING — SKYLIGHT AND INFILL — 135' LINE OF EXISTING FRAME LAIN ING o WALLS TO REMAIN Of F I I I LINE OF EXISTING WALLS TO REMAIN USD2.2511 312068 (oasn"c) (oasnNc) b cli I I I I HEADER z 15'-2" 191'-3" 2'-0" 12'-3" W L L EXISTING ap J PATIO L _ J L — J L _ J NO CHANGE o `� EXIISTING 0 LINE OF INTERIOR RIDGE m DINING ROOM L F N J TRAY CEILINGS L N 8 N EXISTING UP S N LIVING ROOM (LINE OF TRAY CEILING o-Zl o ; FAMILY PROPOSED NEW d FILOORING *0 (0 THROUGHOUT p w I N 0 0 O z a N 0 NOTE: CEILING FRAMING TO BE c� N v F w °i z VERIFIED IN FIELD DURING; z z N CONSTRUCTION. HEADER AND (POST p oLn w p X TO BE DEEMED NECESSARIY U w� -I — — — — — o~ ^ 0 w CUTBACK DURING CONSTRUCTION BW of I V I z EXISTING ALL ARCHITECT z w w ^j z¢ to �^ 0 0 0 0 0 �°�= REMOVE & : I LINE OF EXISTING =3 N W LINE OF EXISTING o p INFlLL FRAME x I WALLS TO BE WALLS TO E w Y EXISTING I I REMOVED (TYP) REMOVED (TYP) — EXISTING _ SKYLIGHT I L (ExlsnNc) —�� �--L— �- — �L - J r COUNTER T — - - e I 1 BE REMOVE) o M7=p I 15'-6" Ll 4"to cX En sM YuaiT i�o co O Vlp 2 11'-6" OS ----DETE TOR110 I 4'-8" 1 SISTER NEW 2"X10" oM re= RR TO EXISTING t X PROPOSED I Wo 6� CARE N LI E OF TRAY CLGkl)I HAL ~ --MON IDE I� LLJ U W SEE ROOF FRAMING PL o F ow DETECTOR REMOVE & REPLACE Z 0-0 EXISTING EXISTING WINDOW WITH N� BATH I mp 6� EXISTING = ® I PROPOSED n to ry EGRESS WINDOW AS a FOYER I KITCHEN L — J 0 6 BATHROOM 125 FAN 0 EXTERIOR SHOWN w '� 8'-0" CEILING HEIGHT In o o I D- I I ti0 I N 0 PROPOSED o w I I I I TRAY CEILINGS o I 5'-6" 7'-0" O RECONFIGURED it I m _— ry�o �' m I I J PRIMARY o z E = Y LINE OF NEW 0 16-8" I 4'-0" Q BEDROOM z I I I I CONSTRUCTION (TYP) — — — — — — ':00 L CATHEDRAL CEILINGS o I U �nI II I co Q SMOKE J I M REF. co Q om-DETECTOR J I — HEALDER I FLUSH HEAD R UPSET F W N I PROPOSED 2"X8" RAFTERS LINE OF EXISTIN _ — — — — — in FALSE RIDGE WALLS TO BE 3068 - _� < Lu REMOVED (TYP) LINE OF EXISTING EXISTING 0 — — — —� 4EXISTING FRONT DOOR REMOVE EXISTING UGL5036 UGL5036 WALLS TO BE _ �v> — — �� I SIDE LITES TO BE WINDOWS & REPLACE 7'-2" REMOVED (TYP) BEDROOM 2 QUEEN °O oweEPLACED PER RELOCATED BED O w LL LIN OF EXISTING SELECTION OF OWNER AS SHOWN I O ^ WA S TO BE I 6'6+� LINE OF EXISTING 0--DSMOKE ETECTOR RE OVED (TYP) I EXISTING WALLS TO REMAIN S L_— —- -j a- FRONT PORCH S CO 20, a o I J w W—lam Q �69 ROPOSED Os� V ~ Lu W 0 nn, B THR00M PROPOSED I �06� ?Os� U' tOp a FAN TO EXTERIOR 11'-6" o i 5'-0" 4'-0" PROPOSED : r1o0 O ULLJ v w '" CLOSET—O z —SMOKE SMOKE PROPOSED I O DETECTOR OS �—DETECTOR CLOSET N M N O \ LJ- z t3 N �o a_ (, W a o w 0 O Z _1 I.L o 0 2—0" 4'-0" 12'-8" I Zac0 V-71EXISTING SKYLIGHT � 3 o Weo� z o w �- � I REMOVE & INFlLL FRAME F w o EXISTING co W<i WALLS TO LINE OF EXISTING BE NG1 QUEEN I I a� 0D SKYLIGHT EXISTING z o REMOVED (TYP)-1 — — BED — — J �v -� I — — — N N QUEEN c0 2 v�i N to — a BEDROOM 3 w En 11 z 3 w- - - - - - - - O �S� I - - - co a a o RELOCATED BED p 0 w �, = SMOKE 't In w RELOCATED I v? FW J v QS �-DETECTOR F BEDROOM 1 N F N F. ..j to a r%Xst M a tir° i Z SMOKE io za Q- DETECTOR �66 PROVIDE TILED SHOWER PAN vi W W/DRAIN ® WASHER, PROVIDE I F I xw TRAP PRIMER ® DRAIN. VENT 'o> LA 00 w o DRYER TO EXTERIOR 'o W N PROPOSED �06, p N I _ CLOSET _ LINEN 8 Q qt w_j SHELF 3 ?os� 8'-0" 5'-6" 3'-8" 3'-0" N 000 0 125 CFM EXHAUST SAUNA Q g FAN TO EXTERIOR �1 O O O) 1 0 O N" = ��u) I ? in I� 4)] PROPOSED PROPOSED Charles M . Thomas 0 �6� u BEDROOM 4 BATHROOM� LEGEND wSMOKE a r c h i t e c t — EXISTING ��v w OS DETECTOR a LINE OF NEW — — _ = o P.D. 06 N PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 0 a F CONSTRUCTION (TYP) — — — — — TO BE REMOVED 25 CFM EXHAUST FAN TO EXTERI 0 O Q ao — PROPOSED FRAME WALL QUEEN PROJECT i� N Z EXISTING WINDOWS TO BE ^ BED \ e 20 REMOVED_ - — — — — — — — — — — — — — — of En M �\ EXISTING DOOR TO BE REMOVED ' 8"11 0-10 e II II o o EXISTING M �� N II GARAGE II `� 11 REDUCED AS SHOWN 11 Q 1HR. RATED N NOTE: EXISTING 4 BEDROOM, 2 BATHROOM DWELLING. UAWN 3032 UAWN 3032 DAWN 3032 Simpson strong—Tie v TE P HDU (CORNER HOLD DOWN)II 5/8" TYPE X SHEETROCK II PROPOSED HOUSE WILL BE A 5 BEDROOM, 4.5 BATHROOM PROPOSED FIRST FLOOR II WALLS & CEILING II DWELLING. 3'-8" 5'-4" 5'-4" 3'-8" II II `o UNLESS OTHERWISE NOTED, ALL HEADERS OVER PROPOSED PLAN II 21'-2" 11 WINDOWS & DOORS TO BE (2) 9 J" ML. DATE: 11/10/25 (EXISTING) 21'-10" 30'-8" 18,-0" PROJECT No. EXISTING EXISTING ADDITION DRAWING BY. MC CHK BY. 70'-6" DWG No. P PROPOSED FIRST FLOOR PLAN A 002 00 1 SCALE: 1/4" = 1'—O" 2OF4 PROPOSED FIRST FLOOR= 2766.4 SF PROPOSED GARAGE= 268.9 SF EXISTING FIRST FLOOR= 1882.5 SF EXISTING GARAGE= 542 SF THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD), IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. I i THIS PROJECT IS IN COMPLIANCE WITH 2O20 RESIDENTIAL CODE OF NEW YORK STATE. t -i4,� REMOVE PORTION OF EXISTING LINE OF EXISTINGFOUNDA-nON WALL FOR ACCESS TO PROPOSED CRAWL FOUNDATION WALL SPACE ��a.°- '`• ,�J �f�� ARCHITECT TO R AND BOND ANCHEXIST<VG WITH #5 REBARS —0 3'-8" j ( REMOVE EXISTING ANCHC) SKYLIGHT AND wFILL REVISIONS D E S C R I P T I O N ®12" O.C. VERTICAL �" I FRAME (TYPIC:AL) He ty-c� 8" POURED CONCRETE 8"xt6" FOUNDATION VENTI I X o I I I ( _ FOUNDATION WALL WITH (2) 00 PER NYS 2020cs #5 BARS TOP ON 8"X16" I RESIDENTIAL BUILDING I Z ui I I I I o POURED CONCRETE FOOTING CODE (TYP OF 6) (Fn ( I I I ~ = Q WITH (2) # 5 BARS CONTINUOIUS r I % I wZ o — I — w MIN 36" BELOW GRADE 1 j EXISTING J ADJUST HIEIGHT OF NEW I I PATIO } o FOUNDATION TO MATCH L I — — — — — — — — — — L J L _ J _ w `Y ~ ( EXISTINGNEW UB FLOOR WITH I j I No CHANGE — � D J Nx STING �0 i a LL LINE OF INTERIOR RIDGE F 8" 16' 8" 8" J TRAY CEILIN �S L J w y 1 -1 - Z Z S S EXISTING m PROPOSED �o LIVING ROOM o FAMILY ROOM co I I a N I PROPOSED 9I1 2" TJI'S c� vI N _ EXISTING RIDGE � v 230 SERIES 16" O.C. I ow X o z w F:z X� = z LU g I FPROPOSED I Q / I g o E ISTI G RI GE M I CRAVNL SPACE L' —� I I M 14" POUREDI CONCRETE SLAB ( L - -1 L _ J L — J L — J L — J Z} a OVER 6 MIIL. POLYETHLENE cue' % _� Zcl, w VAPOR BARRIER ON WELL � ^� I I oo = a Boo" Of COMPACTED POROUS FILL a I VF- O - Z o Z sHELE ADJUST HEIGHT OF NEW = 00 ( I o) PROPOSED �� ��� _ D ® NLn aw LINEN FOUNDATION TO MATCH I % HALF ovw w w mo ELE NEW SUBI FLOOR WITH / I �'I Z p BATH EXISTING I ' a o� XIST,N a U -1 BATHR00 I Z �� � EXISTING O w Z Ill � r�RUF USE ,� PROPO ED 2"X8" RA ERS G E 0 YE R N / o O FALSE RI GE 8'-0"' CEILING HEIGHT ICI C H E N' in u O �P S�. PROPOSED RECONFIGURED Z I m TR Y CEIL NOS Li < 3 1/2" STANDARD I Q. PRIMARY Y Q STEEL PIIPE COLUMN L I I BEDROOM ON A 3VX30"X15" I I CATHEDRAL CEILING I I w DEEP 100 POURED CONCRETE I = I REF. / FOOTING. (TYP) I EXISTING 2"X6" RR TO RtMAIN \\ I - S 00 I TOR AIN EXISTING I_ ALL GIRDERS SHALL BE I i I SISTER NEW 2"X1 j" \\ RELOC� RMLLATED ouEEN ui O SHIMMED AS REQUIRED IN RR TO EXISTING BEAM POCKETS WITH STEEL I / SPRAY FOAM INSUL#ION O SHIMS (TYP) I PER NYS CODE I �- - - - - - - - - - - - - -� I ! 0 ROPOSED I Q A8'-0" Z f3ATHR00M Q O W ADDITION m w a o PROPOSED z N w N CLOSET w Ur Wt ! CLOSET P PROPOSED FOUNDATION PLAN _ EXISTING Q rr >- 3 SCALE: 1 /4" = 1'-0" f/ RELOCATED Q Q W Lij O i C w� - z 0 Q OEEN dp p J BED _o a PROPOSED 2"X1 ROOF PROPOSED 2" 0 a_ — z I� RAFTERS 0 1E O.C. RAFTERS CAA' 6 O.0 RELOCATED 1= (y L1J LINE OF EXISTING LINE OF EXISTING BEDROOM I Ix iw U FOUNDATION WALL FOUNDATION WALL LJ11] L mi I o Q EXISTING 2"X6" RR EXISTING 2"X6" RE �l TO REMAIN TO REMAIN PROPOSED CLOSET LINEN m m -i Z i � ZO m �< C�j rc� w = r Z ISAUNA a Z<W Z Z)0 z PROPOSED o =m-j w0 o b BATHROOM Z ao O¢ aw Oa El Zw a-im Zm cp o �ir 57<w0 X of w0 '_ww Q� N x O C� OS w J 4 8' 4" 4' 10" 7'-4 / ♦ O EEN — �O E D U /. / �O 0 - - - — - - — — __ = Charles M. Thomas REMOVE SECTION OF EXISTING / SLAB LLINE OF PROP. EXISTING GARAGE SLAB TO- NEW NEW 8" POURED CONC fFL00R JOIST REMAIN. PROPOSED FURRED FOUNDATION WALL al (CANTILEVER FLOOR FOR EXPANSION OF .Z� R A G E a r C h I t e C t ON 8"X16" PC FOOTING LIVING SPACE �V/ REDUCED As SHOWN c.0z ♦s�:ti PO BOX 877 JAIJESPORT, NY 11947 (631) 727-7993 AOf EXISTING O GARAGE SLAB ~ PROJECT 0 ABOVE TO EXISTING FOUNDATION & SL,AB REMAIN ILL TO REMAIN / EXISTING DROP FOUNDATION WALL TO MEET SLAB CONTINUOUS GARAGEFOOTING DOORFOR PROPOSED FOUNDATION & ROOF FRAMING PLAN P PROPOSED ROOF FRAMING PLAN 4 SCALE: 1/4" = 1'-O" DATE: 11/10/25 PROJECT No. DRAWING BY. MC ('P PROPOSED FRAMING PLAN CHK BY. DWG No. 3 SCALE: 1/4" = 1"-0" -W 0 A 003 00 W 3OF4 THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. I i THIS PROJECT IS IN COMPLIANCE WITH 2O20 RESIDENTIAL CODE OF NEW YORK STATE. CS16 C51 j STUD TO BAND JOIST (20) 1 Od x 1 1/2" FASTENER '" Ridge Beam ARCH 1 T E CT MTS16 MATCH , - -- -- Q EXISTING PROPOSED ROOF SHINGLES TO MATCH PROPOSED ROOF EXISTING CONSTRUCTION REVISIONS D E S C R I P T 1 0 N CEILING JOISTS o RIDGE I � - = - i 1" X 8" FASCIA Li - -- - - - - - - W/1"X2" OVER RAF - - - - - - - TER 6" FRIEZE BOARD T.O. WINDOWS , LTP4 ° LTP4 Simpson Strong Tie 5/4" WINDOW Uplift connectors shall WITH CEILING COLLAR TIES 0 32" O.C. & DOOR SURROUNDS 00 °o UGL UGL ucL (T Y P I C A L) I bypass each other to CS-20x18" MIN. WITH (7) 10d COMMON NAILS 5660 5660 5660 fD prevent cross—grain PER RAFTER INSTALLED OVER PLYWOOD HOUSE EXISTING ' � LTP4, spacing as required for ension of band joist.shear. SSP spacing for uplift. RIDGE STRAP TIE T.O. FIRST FLOOR SCALE: N.T.S. SIDING PER SELECTION SILL TO RIM JOIST of OWNER 11j (12) 8d x 1 1/2" FASTENER ADDITION 9AT E ELEVATION OF PROPOSED ADDITION FROM COURT YARD -- RAFTER TO WALL rl 5 (14) 1 Od x 1 1/ " FAS R ° 1 •1 SCALE: 1/4" = 1'-0" 1 4 MSTA I 1 I •I II t°.I D58 Ld� MTS12 Simpson Strong-Tie ADJUSTABLE HANGER w SCALE: N.T.S. C) 12 Ll -1 1 J I I- i-I 1 11 -i__ I I iiiiii I T 1 11 PT I I I I I I 1 11 1 1 H _1_TM_1WT'11NF1J'1 ' I 1 11 1 11 EXISTING _ PROPOSED ROOF -EXISTING ROOF0 UJ CONSTRUCTION -- --- - -_- - —- - -_ SHINGLES TO REMAIN — — TI 1" X 8" FASCIA - Q W/1"X2" OVER - - - -- - -- - - 6" FRIEZE BOARD RAFTER TO WALL O SCALE: N.T.S. CI) QW OW EXISTING z &DOOR ROUNDS; HOUSE r nImar � xoov r ms W rr (T Y P I C A L) 2)UAWN 3032 UGL SIDING PER SELECTION UGL I I"r� "'�� 5660 OF OWNER 5660 ROOF .. Q � I L i I HOUSEC� UJ < 11 11 d ,Ct'v r ; �27VIQ--Yv I <� iv I--I--I 0 FRONT PORCH I I I I 1 FRESH AIR INLET W.C. I LAV I I uv W,C. I uv WC. I uv I LAV W.C. I uv I UV SHOWER SHOWER OVER ( O Z Q E)OSTMG — z FIRST FLOOR O r ,-,/r r pr s ,-,n ,,n s r t-1/t ,-t/r s t W CONNECTTO APPROVED � E ELEVATION OF EXISTING HOUSE FROM COURT YARD w 6 SCALE: 1/4" = 1'-0" PLUMBING RISER DIAGRAM Q SCALE: N.T.S EXISTING RIDGE TO REMAIN 12 TYPICAL ROOF CONSTRUCTION Q EXISTING PROPOSED 11 ML E�P\N Fk�STiN SISTER NEW 2"x1o" RIDGE ASPHALT SHINGLE ROOFING TO MATCH EXISTING 12 RS ROOF RR TO EXISTING OVER 15f ROOF FELTSPR ON 1/2 CDX PLYWOOD SHEATHING 12 SISTER NEW 2"X10" EXISTING ROOF RPFSE PROPOSED 2"X8" CEILING RAF RS PERANYSOCODE AM INSULATION ®�6 OG pROo0SF0 Q EMATCH XISTING 2 X1O ROOF RAFTERS A 16 U.C. RR TO EXISTING �5�\NOR JOISTS ® 16" O.C. T R fMq/N ,� 0, SPRAY FOAM INSULATION E� SET AT 11'-0" A.F.F LINE OF LIVING ROOM \ p Zx RR ?kl RR ® TYPICAL CEILING CONSTRUCTION CEILING JOISTS PER NYS CODE SHEET ROCK WALLS AND CEILING CEILING BEYOND CEILING JOISTS 2' X 10' CEILING JOISTS A 16' D.C. — -}-- _— _— _— _— _— _— _— _— _ PROPOSED 2"X1 O" CJ ® 16" O.C. W/ 1T BAIT. INSULATION Charles M. Thomas EXISTING CEILING JOISTS HD INSULATION IN HEADER TO BE REMOVED CONDENSED AREAS 36" SHEET ROCK T.O. WINDOWS T.O. WINDOWS HEADER WALLS AND CEILING HEADER rl, I I EXISTING WALL a r C cn�1 I t e C t 1._PROP. CONSTRUCTION TO PROP. PROP. PO BOX 877 JAfdESPORT, WINDOW EXISTING I I EXISTING REMAIN WINDOW WINDOW NY 11947 (631) 727-7993 KITCHEN DINING ROOM o o EXISTING o of RE-CONFIGURED 1 PROPOSED 1 PROJECT EXISTING I ( 00 EXISTING "� Co HALL BEDROOM 3 00 HOUSE HOUSE = RELOCATED BEYOND BEYOND ---LINE OF WALL LINE OF WALL BEYOND H BEYOND EXISTING WALL TO TYPICAL WALL CONSTRUCTION BE REMOVED l __--_-- --_ I I� LINE OF PROPOSE T.O. FIRST FLOOR _ I CONSTRUCTION SHINGLE SIDING PER SELECTION OF OWNER TYVEK HOUSE T.O. FIRST FLOOR WRAP 1/2" CD X PLYWOOD SHEATHING ON fW WD. STUDS FROIIT PORCH EXISTING FLOOR JOISTS TO REMAIN PROPOSED 9 " TJI'S 230 SERIES ® 16" O.C. R—21 INSULATION 0°C. e E,oN D (3) 11 J" ML GIRDER PROPOSED 3 1/2� PPED � STANDARD STEEL CRAWL SPACE PIPE COLUMN " DETAIL ELEVATIONS & 8 POURED CONCRETE FOUNDATION EXISTING Z " ON A 30"X30"X15" DEEP WALL WITH (2) #5 BARS TOP ON CROSS SECTION FOUNDATION F 4 POURED CONCRETE POURED CONCRETE `� SLAB 8"X16" POURED CONCRETE FOOLING NO CHANGE w WITH (2) # 5 BARS CONTINUOUS EXISTING FOUNDATION WALL MIN 36" BELOW GRADE TO REMAIN ADJUST HEIGHT OF NEW FOUNDATION DATE- 11/10/25 TO MATCH NEW SUB FLOOR WITH PROJECT No. EXISTING DRAWING BY. Mc CHK BY. DWG No. s CROSS SECTION THROUGH DINING ROOM KITCHEN s CROSS SECTION THROUGH PROPOSED ADDITION DA - 00 00 4 OF 4 SCALE: 1/4" = 1'-0" 2 SCALE: 1/4" = 1'-0" THESE DRAWINGS AND ACCOMPANYING SPECIFICA71ONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD„ IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. I i THIS PROJECT IS IN COMPLIANCE WITH 2O20 RESIDENTIAL CODE OF NEW YORK STATE. F� s ARCHITECT (EXISTING) . / REVISIONS D E S C R I P T I ON CEILING JOISTS T.O. PLATE HEIGHT T.O. WINDOWS i (EXISTING) (E)OSTMG) O EmF=71mm m — I (EJ0511NG) CC) 100 � EAF= Lu T.O. FIRST FLOOR -IL:---Il [=71 F EXISTING O.H. DOOR E FRONT ELEVATION 1 SCALE: 1/4" = 1'-O" (EXISTING) (EXI511NC) (EXISTNG) I L J I(EXISTING) (EXISTING) (EXISTING) (EXISTING) LI \ / I Ij0 Y1 -7 Z p w 0 O � F Q E REAR ELEVATION Q W O W � z 2 SCALE: 1/4$' = 1'-O" FLli — Q w w o V) n (EK1511NG) (EXI571NG) (EXISTNG) (EKISIiNG) E SIDE ELEVATION 3 SCALE: 1/4" = 1'-O" Charles M. Thomas a r c h i t e c t PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 PROJECT EXISTING ELEVATIONS (EXISTING) DATE) 12/5/23 PROJECT No. DRAWNG BY. MC OW BY. DWG No. A❑- 001 00 E SIDE ELEVATION 4 SCALE: 1/4" = 1'-O" THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IIN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCH ITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. i THIS PROJECT IS IN COMPLIANCE WATH 2O20 RESIDENTIAL CODE OF NEW YORK STATE. 4T " 4 ha ARCHITECT REVISIONS D E S C R I PT ION (EXISTING) (EXISTING) If If (EXISTING) N z 15'-2" 19'-3" 2'-0" 12'-3" F R W LE)ISTIN %T �STIN 9m rr Df- EXISTINGLINE OF INTERIOR RIDGE BEDROOM 7'-10" CEILING HEIGHT EXISTING Up i EXISTINGLIVING ROOM 1" DINING ROOM 7'-10" CEILING HEIGHT I— w I O N U -2 7-4 EXISTING I F Z CLOSET N W (E)ISTING) EXISTINGC) CABINETRY �.J V. .9 �L.� GNT ABO I I O H 6'-10" 8 • F KD EXISTING EXISTING I EXISTING O BEDROOM FOYER c EXISTING 0 = ATH OOM EXISTING 2 Q e T-10" CEILING HEIGHT 8'-0" CEILING HEIGHT KITCHEN I n 7-Bo CEILING BEDROOM o Q Z p , " , " , „ II b 8'-0" CEILING HEIGHT O o 0 14-0 3-3 3-3 '-2" 11'-4" o» 16'-8" 6'-0" 10'-10" z~ N "zw ~ I ~ W X� I x- I Q 0 W U I n W U XISTIN 17'-7" F. I LINEN Lil F— LL (E)ISTING) Q � I— zw o - 00 rn I EXISTING EXISTING �I w o '� w O N CLOSET CLOSET � N O Z o � o = z W 11 -6 5'-4" I I N � UJ W O EXISTING EXISTING BEDROOM A R-U0 (� 7'-10" CEILING HEIGHT LSTNC SK1U� ABOVE O O L(D.asnNG) UP 5" UP 5" 21' 2" Charles M . Thomas - - - - - - - - - - - - - - - TT a r c h i t e c t II II PO BOX 877 JAMESPORT, II NY 11947 (631) 727-7993 E II II PROJECT v N II II EXISTING II GARAGE II II 8'-10" PLATE HEIGHT II II II II � II y I XISTING 2"X6" RR EXISTING 2"X6" RRII EXISTING CONDITIONS II � II II II II II DATE: 12/5/23 PROJECT No. II II DRAWING BY. MC CHK BY. (E)tSnNG) DWG No. P EXISTING FIRST FLOOR PLAN W40040 2 OF SCALE: 1/4" = 1'-0" THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. _ I TABLE R 301.7 .<< CORNER AND PARTITION POSTS TOP PLATE FRAMING TO ACC 0 M A D A TE ALLOWABLE DEFLECTION OF STRUCRURAL MEMBERS' PIPING — R 6 0 2.7.2 STUCTURAL MEMBER ALLOWABLE RAFTERS AND CEILING DEFLECTION t" Ci ROOF TRUSS TOP PLATES RAFTERS W/ GREATER L/I8o JOISTS OR APPROVED SLOPES THAN 6 W/NO TOP PLATES FINISHED CEILING 01�A SECOND STORY TOP PLATE— W rM TABLE 3.1 ATTACHED TO RAFTERS TOP PLATE SEE DRILLING AND 16d NAIL AT 24" O.C. GYPSM BOARD iNSTALLU "IN STUD INTERIOR WALLS AND H/180 JOIST IS PERMITTED TO NOTCHING PROVISIONS ACCORDANCE WITH PARTITIONS BE CUT OR NOTCHED FLOORS AND PLASTERED L/360 STUD FLOOR JOIST- BETWEEN THESE LIMITS WALL STUD— BORED HOLE MAX, CEILINGS SEE DRILLING AND DIAMETER 60% ALL OTHER STRUCTURAL L/240 BORED HOLE MAX Z NOTCHING PROVISIONS SEE DRILLING AND OF STUD DEPTH BOTTOM PLATE NOTCHING PROVISIONS MEMEBERS OF STUD DEPTH WFCM SECTION 3.3.1.1.1 WFCM SECTION 3.4.1.1.1 WOOD STRUCTURAL PANEL EXT. WALLS W/ PLASTER OR H/360 1/3 SPAN 1/3 SPA NSTALLED IN ACCORDANCE 5/8" MIN. TO EDGE STUCCO FINISHE 5/8" MIN. TO EDGE NAIL AT 6" O.0 WITH WFCM TABLE 3.1 EXT. WALLS-WIND LOADS L/240 O T ALL PANEL EDGES WITH BRITTLE(b) FINISHES 8d NAIL AT 12" O.C. ON ALL EXT. WALLS-WIND LOADS L/240 5/8" MIN. TO EDGE FOR BLOCKING JOIST ENDS TO BE FRAMING MEMBERS NOT AT NOTCH MUST NOT EXCEED WITH FLEXIBLE a FINISHES NOTCH MUST NOT EXCEED BLOCKED AGAINST a CORNER DETAIL PANEL EDGES 40% OF STUD DEPTIH NOTES: L= SPAN LENGTH, H = SPAN HEIGHT 25% OF STUD DEPTH TOP PLATE BAND JOIST ND BRIDGING ROTATION IN ACCORDANCE ( ) a. The wind load shall be permitted to be taken as 0.7 times the N OR BLOCKING SEE WFCM SECTION 3.3 WITH WFCM 3.3.1.3—END RESTRAINT GYPSM BOARD INSTALLED IN component and cladding loads for hte purpose of the determining BORED HOLES SHALL NOT Vw AND 3.3.1.4 BRIDGING d NAIL AT 6 O.C. ACCORDANCE WITH WFCM TABLE 3.1 BORED HOLES SHALL NOT deflection limits herein. BE LOCATED IN THE SAME IF HOLE IS BETWEEN 40% AND 60% o BEARING ALL PANEL EDGES) BE LOCATED IN THE SAME b. For cantilever memebers, L shall be taken as twice the lenght CROSS SECTION OF CUT OR OF STUD DEPTH THEN STUD MUST BE WALL CROSS SECTION OF ICUT OR of the cantilever. DOUBLE AND Nd MORE THAN TWO 5/ " MIN. TO EDGE c. For aluminum structural members or paneles used in roofs or SUCCESSIVE STUDS ARE DOUBLED 1 IN.x4 IN. RIBBON walls of sunroom additions or patio covers, not supporting edge of AND SO BORED cn —LAP JOIST 3 IN. MIN. CUT INTO STUD — glass or sandwich panels, the total load deflection shall not N N Z BAND JOIST BOTTOM PLATE FOR FIRE BLOCKING exceed L/60. For sandwich panels used in roofs or walls of p WOOD STRUCTURAL PANEL sunroom additions or patio covers, the total load deflection shall in N OR BLOCKING 16d NAIL AT 24" O.C. INSTALLED IN ACCORDANCE WFCM 2015 SBC HIGH WIND EDITION not exceed L/,2D > IA JOIST o WITH WFCM TABLE 3.1 TABLE R 301.2221 WFCM 2015 SBC HIGH WIND EDITION SILL PLATE SECTION 3.4.,° ° . .1 FIGURE 3.3 B WALL BRACING ADJUSTMENT FACTORS BY ROOF3.4.2.1 .1 FIGURE 3 3 A CRAWL SPACE 8d NAIL AT 6 O.C. ON ALL SECTION OR BASEMIENT SUBFLOOR FRAMING MEMB,�RS AT PANEL NOTCHING AND BORED HOLE LIMITATIONS ROOFCOVERING DEAD LOAD NOTCHING AND BORED HOLE LIMITATIONS FOUNDATION MONOLITHIC OAR LIT I GRADE FRAMING DEMBER O.C. ON L DEAD LOAD G DEAD DLO LOAD E FOUNDATION (b) INSIDE CORNER DETAIL PANEL EDGES FOR INTERIOIR NONBEARING WALLS FOR EXTERIOR WALLS AND BEARING WALLS WALL SUPPORTING 15 psf or less 25 psf PLATFORM FRAMING INTERMEDIATE BALLOON FRAMING EXTERIOR CORNER FRAMING NOTCHING AND BORED HOLE LIMITATIONS ROOF ONLY 1.0 1.2 0 BEARING WALL FOR EXTERIOR BEARING AND INTERIOR ROOF PLUS ONE STORY 1.0 11.1 2x4 CONTINUOUS NON—BEARING WALLS: R602.6 (1 ) 8c (2� ==1 LATERAL BRACE AT 6 O.C. �, W N TYPICAL WALL FLOOR & ROOF FRAMING FOR SI: 1 POUND PER SQUARE FOOT = 0.49 kN/M(2) 0 JOISTS a. LINEAR INTERPOLATION SHALL BE PERMITTED Ld WIND—BORNE DEBRIS PROTECTION FASTENING SCHEDULE 2-10d NAILS (n Uj FOR WOOD STRUCTURAL PANELS ROOF FRAMING DOUBLE TOP PLATE TRUSS OR CEILING JOIST 0 F A S T E N E R S P A C I N G (inches) SEE STUD TO RAFTER Z TL W FASTENER ;SPAN 4 FEET 6 FEET BLOCKING SECTION A-A C PLE TUD PI i OR STUD TO STUD DETAIL GABLE END TRUSS TYPE <: 4 FEET < PANEL SPAN < PANEL SPAN ENDWALL HFAQFR R QUIRED ONNECTORS Q 0 < 6 FEET < 8 FEET 1/2' SPACING—� A A Of 0 0 — — ALLOWS E CH SIDE � 10-8d � NO. 8 WOOD SCREW 16" 10" 8" HOWDOWN NAILS ANCHOR WITH 2" EMBEDMENT INSTALLATION HEADER STUDS ULL LENGTH 5d COOLER NAILS AT 10" O.C. 0 LENGHT DOUBLE A A WA STUDS �— Q STUD (MI".) ° CORNER STUD NPL�IF:T CONNECTION IS REQUIRED BRACEBWITHK NAILED 4 10d NAG EACH � N0. 10 WOOD SCREW 16" 12" 9" AT HOHDDOWNRE o ° ° TRANSFER SHEAR BLOCKING TYPIC L AT EACH END OF HEADER AND z ANCHOR WITH 2 EMBEDMENT (HDU) ° CONN CTO S AT BOTTOM OF HEADER STUDS IN GYPSUM BOARD LENGHT ° ° NOTE: SIMILAR REQUITED CoLE R Lf ADDITION TO CONNECTORS AT 5d COOLER NAILS AT 7" O.C. 0 W o CONNECTION AT EA H SIDE R WALL STUDS AND AT TOP AND z Q ° 2-16d COMMON FOUNDATION. BOTTOM OF CRIPPLES 20 GAUGE STRAP W NTH LAG SCREW BASED ANCHOR 16" 16" 16" SIDE WALL ° NAILSENDWoL. FLOOR BRACING AT END BAYS TYPICAL FRAMING AND UPLIFT 10-8d NAILS oW W WITH 2 EMBEDMENT (WFCM FIGURE 3. 6) CONNECTIONS FOR OPENINGS WLENGHTSUBFLOOR 8d NAIL AT 4 O.C. ENDWALL STUDS a. THIS TABLE BASED ON 180 MPH WIND) SPEEDS AND A .33 FOOT MEAN ROOF HEIGHT. _ _ ``' _ CEILING BRACING GABLE ENDWALL I � b. FASTENERS SHALL BE INSTALLED AT (OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL. FACE OF FOOTING FASTENERS SHALL BE LOCATED NOT LESS THAN 1" FROM EDGE OF PANEL. BAND JOIST ::D Lw 12" MAX. (WFCM FIGURE 11 ) c. ANCHORS SHALL PENETRATE THROUGH THE EXTERIOR WALL COVERING WITH AN N EMBEDMENT LENGHT OF NOT LESS THAN 2" INTO THE BUILDING FRAME. 0 LL_`n SHEAR BASED ON FASTENERS SHALL BE LOCATED NOT LESS THAN 2 1/2" FROM THE EDGE OF CONCRETE BLOCK OR MASONRY. I ' ? w o TOP PLATE U w IV d. PANELS ATTACHED TO MASONRY OR NAASONRY/STUCCO SHALL BE ATTACHED USING r ~ L¢ PROVIDE RAFTER TO RIDGE TENSION STRAP N VIBRATION—RESISTANT ANCHORS HAVING AN ULTIMATE WITHDRAWAL CAPACITY OF NOT •. ° H NO CEILING CENTER 2x BLOCKING RIDGE HANGERS IF cN LESS THAN 1,500 POUNDS. o H/2 BUT NEED OT v HX BUT NEED NOT DIAPHRAGM ON SHEATHING JOINT USE 8-8d COMMON NAIL S O o ° EXC ED 15 FT. AX:. E CEED 40 FT. MA REQUIRED RAFTER TAILS ARE NOT EACH END OF 1-1/4 � cV WOOD STRUCTURAL PANELS SHALL HAVE A MINIMUM THICKNESS OF 7/16 INCH (11.1 m) o ° 15A f 32 WOOD STRUCTURAL PANELS STRAPPED TO TOP 20 GAUGE STRAP HOLDDOWN ° CORNER STUD O GABLE FACE AND ON WALL BELOW PLATE OF WALL BELOW (HDU) o ° ° CONNECTED TO BASED ON SHEARWALL REQUIREMENTS rJ � ROOF RAFTER o 0 o TRANSFER SHEAR FOUNDATION CLEARANCE FROM SLOPES GABLE ENDWALL, BALLOON FRAMING a 20 GA. STRAP— sNp(�,N) PREFERRED METHOD Z 1 WIDE MIN. AT HARDWARE RAFTER J 4 HOLD DOWN 8d NAIL AT 12" O.C. ON 0 � W/(8) 8d NAILS ALL FRAMINiG MEMBERS EACH SIDE BRACKETS AT SHEAR WALL CORNERS, NOT AT PANEL EDGES Q 3 WINDOW AND DOOR OPENINGS: GYPSUM BOARD Z 49 (FLOOR TO FLOOR & FLOOR TO FOUNDATION; WFCM W RIDGE BEAM 16d NAIL AT � �I-+ M FLOOR TO FLOOR PHD5 24�° RIDGE TENSION STRAP DETAIL C CONNECTION o TABLE R301 . 5 NOTES FOR SI: 1 POUND PER SF= 0.0479 kN/M(2), 1 POUND = 4.45N. E SIDE WALL a. ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING EXTERIOR WALL STRAPPING SCHEDULE 8d NAIL AT 6" A 2,00 POUND LOAD APPLIED OVER A 20 SQUARE INCH AREA. O AREA HOLDDOWN USED LENGTH NUMBER OF CAPACITY OF HOLDDO S NOTES O.C. (ALL PANEL b. APPPLIED TO ATTIC SPACES MEETING THE REQUIREMENTS IN T A B L E R301 . 5 — � SECITRON R802.4.1 FOR CONVENTIONAL CEILING JOISTS AND NAILS EDGES) SECTION R802.10.7 FOR TRUSSES. ATTICS WITHOUT STORAGE ARE RIDGE SIMPSON CS-20-40 INCHES MIN. 6-8d PER RAFTER 602 LB RAFTER TO RAFTER WOOD STRUCTURAL PANEL THOSE WHERE THE MAXIMUM CLEAR HEIGHT BETWEEN JOINST AND INSTALLED IN ACCORDANCE WITH RAFTER IS LESS THAN 42 INCHES, OR WHERE THERE ARE NOT TWO S i m p s o n Strong — Tie RAFTER TO STUD SIMPSON H-7 ANCHOR 4-8d TO RAFTER 985 LB PER EVERY RAFTER NAILING SCHEDULE (TABLE 3.1 OR MORE ADJACENT TRUSSES WITH THE SAME WEB CONFIGURATION MINIMUM UNIFORMLY DISTRIBUTED LOADS (PSI ) 8-8d TO STUD CONNECTION CAPABLE OF CONTAINING A RECTANGLE 42 INCHES HIGH BY 2 \ } A 3 5— Chimney F r c m i n g , 2-8d To PLATES WCFM HIGH WIND EDITION) FEET WIDE, OR GREATERE, LOCATED WITHIN THE PLANE OF THE z FLOOR TO FLOOR SIMPSON CS-20-40 INCHES MIN. 40-8d 1005 LB PER EVERY STUD TRUSS. FOR ATTICS WITHOUT STORAGE, THIS LIVE LOAD NEED NOT LIVE LOAD CONNECTION (A) OUTSIDE CORNER DETAIL BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD USE �- 3 ROOF RAFTER RIDGE DETAIL REQUIREMENTS. STUD TO SILL PLATE SIMPSON H-8 5-8d TO STUD 745 LB EVERY STUD R INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE 4-8d TO PLATE GYPSUM BOARD 8d NAIL AT UNIFROMLY DISTRIBUTED LIVE LOAD OR A 300 POUND a * NOTES: SIMPSON STRONJAT IE HDU 6" O.C. (ALL CONCENTRATED LOAD ACTING OVER AN AREA OF 4 SQUARE EXTERIOR BALCONIES 40 CJn W 3 SCALE: N.T.S. ALL STRAPPING INDICATED MEETS OR EXCEEDS THE REQUIREMENTS IN THE SBCCI (STANDARD FOR HURRICANE RESISTANT RESIDENTIAL SIZE PER MOST RECENTTALOG PANEL INCHES, WHICHEVER PRODUCES THE GREATER STRESSES. CONSTRUCTION, SSTD 10-99 TABLE 305 F1 FOR EAVE CONNECTIONS, TABLE 305 F2 FOR UPLIFT LOADS AT GABLE END WALLS AND SID WALL d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT )TABLE 3.2 FOR FOUNDATION CONNECTIONS. NAILING OVER STRUCTURAL WOOD PANEL SHEATHING IS ACCEPTABLE AS LONG AS MIN. o EDGES) ANY POINT ALONG THE TOP DECKS 40 () NAIL PENETRATION INTO FRAMING IS ACHIEVED. e. SEE SECTION R502.2. FOR DECKS ATTACHED TO EXTERIOR " WOOD STRUCTURAL WALLS. PASSENGER VEHICLE GARAGES 50 co * INSTALL THROUGH FIRST FLOOR SHOE. PANEL INSTALILED IN f. GUARD IN - FILL COMPONENTS (ALL THOSE EXCEPT THEcz ®I ACCORDANCE WITH HANDRAIL) , BALUSTERS AND PANEL FILLER SHALL BE DESIGNED x TO WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF 50 ATTIC WITHOUT STORAGE 10 ® NAILING SCHEDULE 16d NAIL AT POUND ON AN AREA EQUAL TO 1 SQUARE FOOT. THIS LOAD NEED m ®I (TABLE 3.1, WCFMI 2015 24" O.C. LOT BEASSUMEDREQUIREMENT. ACT CONCURRENTLY WITH ANY OTHER LIVE ATTICS WITH STORAGE 20 0 ®I HIGH WIND EDITION) 3 U g. APPLIES TO ATTICE SPACES NOT MEETING THE REQUIREMENTS ®I z FOR STORAGE PER FOOTNOTE b. SEE SECTION R802.4.2 FOR ROOMS OTHER THAN SLEEPING ROOMS 40 ® 8d NAIL AT 6 D.C. ON ``' CONVENTIONAL CEILING JOISTS AND SECTION R802.10.6 FOR ALL FRAMING MEMBERS TRUSSES. FOR ATTICS WITH LIMITED STORAGE AND CONSTRUCTED SLEEPING ROOMS 30 AT PANEL EDGE'S AND (B) INSIDE CORNER DETAIL WITH TRUSSES, THIS LIVE LOAD NEED ONLY BE APPLIED TO THOSE 12" O.C. ON ALL PORTIONS OF THE BOTTOM CHORD OF NOT LESS TAHN TWO FRAMING MEMBERS NOT ADJACENT TRUSSES WITH THE SAME WEB CONFIGURATION STAIRS 40 CONTAINING A RECTANGLE 42 INCHES (1067mm) HIGH OR GREATER AT PANEL EDGES BY 2 FEET (610 mm) WIDE OR GREATER, LOCATED WITHIN THE GUARDRAILS AND HANDRAILS 200 SHEET NO. PLANE OF THE TRUSS. THE RECTANGLE SHALL FIT BETWEEN THE 2 CORNER BRACING DETAIL TOP THE BOTTOM CHORD AND BOTTOM ANY OTHER TRUSS MEMBER, PROVIDED THAT EACH OF THE FOLLOWING CRITERIA IS MET: �• ° EXTERIOR CORNER FRAMING 1. THE ATTIC AREA IS ACCESSIBLE BY A PULL - DOWN STAIRWAY 3 SCALE: N.T.S. OR FRAMED OPENING IN ACCORDANCE WITH sECTION 807.1:AND Simpson Strong— Tie 2. THE TRUSS SHALL HAVE A BOTTOM CHORD PITCH LESS THAN H D h ATTIC SPACES SERVED BY A FIXED STAIR SHALL BE DESIGNED TO SUPPORT THE MINIMUM LIVE LOAD SPECIFIED FOR SLEEPING ROOMS. I (TABLE 3.2A WFCM 2018 HIGH WIND EDITIONS me design of this structure is based upon . . ( TABLE 3. 1 WF C;M 2018 HIGH WIND EDITION ) p prescriptive approach using the SILL OR BOTTOM PLATE TO FOUNDATION ANCHOR BOLT wood Frame Construction Manual (WFCM) 2018 130 MPH COPYRIGHT 2015 SBC NAILING SCH ED IJ LE published by The American Forest and Paper Association. Non- Structural elements G E N E R A L N 0 T E S: MAX. ANCHOR BOLT SPACING (INCHES) are based upon the 2020 NEW YORK STATE RESIDENTIAL CODE. ANCHOR BOLT CONNECTION FOUNDATION NOTES 1,2,3,4 RESISTING SUPPORTING 1. All works shall be performed in accordance with all state, ' :1 n.� JOINT DESCRIPTION NUMBER OF NAILS NAIL SPACING For the Climatic and Geographical Design Criteria, see Table R301.2(1) on municipal, local zoning and building codes and ordinances " 6 �- COMMON NAILS I - FLOOR 1/2" ANCHOR BOLTS 31 sheet no. 1 having jurisdiction and best standards of construction .�LATERAL AND SHEAR LOADS 2 - FLOORS 5/8" ANCHOR BOLTS 4a All non engineered lumber to be Douglas Fir#2 or better practice. RAFTER TO TOP PLATE TOE-NAILED 4-8d PER RAFTER/STUD Wind Limitations-Section R301.2.1 '' 1. PRESCRIPTIVE LIMITS ARE BASED ON ASSUMPTIONS IN TABLE 3.2B The American Institute of Architects Conditions shall apply d 2. WHEN ANCHOR BOLTS ARE USED TO RESIST UPLIFT, LATERAL, AND SHEAR LOADS, THE MAXIMUM ANCHOR BOLT SPACING SHALL NOT EXCEIED THE Design Criteria-Section R301.2.1.1. (See Table R301.2. 4 A for Wind-Born Debris ''�,•_`'„•�x O to all work performed on this project. ,>, CEILING JOIST TO TOP PLATE 1'OE-NAILED) - ER JOIST LESSER OF THE TABULATED VALUES FOR UPLIFT LOADS (TABLE 3.2C) OR LATERAL AND SHEAR LOADS (TABLE 3.28). Protection Fastening Schedule For Wood Structural Panels) 2. The Contractor Shall Verify all conditions at the Site. Any '��A° ••`'• 3. FOR THREE SECOND GUST NAND SPEEDS GREATER THAN 130 MPH. CEILING JOIST TO PARALLEL RAFTER FACE-NAILED 9-16d EACH LAP 4. IN NO CASE SHALL ANCHOR BOLT SPACINGS EXCEED 6 FEET ON CENTER. Live Load-Section R301.5 discrepancies must be brought to the attention of the Architect CEILING JOIST OVER PARTITIONS (FACE-NAILED) 9-16d EACH LAP Light and Ventilation-Section R303 prior to commencement of construction. The Contractor shall be g responsible for corrections not reported once he has started work Minimum Room Area-Section R304 except for hidden job conditions. Z Ceiling Height-Section R305 3. Contractor shall guarantee to the Owner that all materials and COLLAR 11E TO RAFTER FACE-NAILED - PER TIE BLOCKING TO RAFTER Sanitation-Section R306 equipment incorporated in the work will be new, and that all work TOE-NAILED 2-8d EACH END Toilet Bath and Shower Space-Section R307 will be of good quality, free from faults and defects for a period _ TRIM BOARD TO RAFTER END-NAILED 2-16d EACH END Glazing-Section R308 of one year form the date of the final Certificate of Occupancy. Garages and Carports-Section R309 4. The Architect shall not be responsible for the construction means, 0- WALL FRAMING Emergency Escape and Rescue Opening-Section R310 method, techniques, sequences or procedures, or for the safety Means of egress-Section R311 precautions and programs in connection with the work, and he TOP PLATE TO TOP PLATE FACE-NAILED 2-16d (SEE NOTE 1) PER FOOT Landing-Section R311.3 shall not be responsible for the contractors failure to carry out elf TOP PLATE AT INTERSECTION FACE-NAILED 4-16d JOINTS - EACH SIDE Ramps-Section R311.6 the work in accordance with the construction documents. The v Stairway-Section R311.7 Architect shall not be responsible for the acts or omission by N STUD TO STUD Handrail-Section R311.7.8 the contractor No changes shall be made in the documents FACE-NAILED 2-16d 24' O.C. wGuards-Section R312 16d 16" O.C. ALONG EDGES Smoke Alarms-Section R314 and/or the building as designed without the expressed written o HEADER TO HEADER (FACE-NAILED) consent of the Architect.Carbon Monoxide Alarms - R315 5. The contractor and all subcontractors shall maintain continuous TOP OR BOTTOM PLATE TO STUD (END-NAILED) 2-16d PER 2X4 STUD Foam plastic-Section R316 insurance coverage statutory policies (Worker 3-16d PER 2X6 STUD Flame Spread and Smoke-Section R315 Insulation-Section R316 Compensation, etc.) and general liability in an mount not n(:Zn__ 4-16d PER 2X8 STUD less than S 5 million and automobile liabilit and damn eDwelling Unit Separation-Section R317 y gFACE-NAILED 2-16d (SEE NOTE 1,2) PER FOOT Moisture Vapor Retarders-Section R318 coverage not less than S 2 million. The Architect shall be �named insured on an Protection Against Decay-Section R317 y and all policies. � FLOOR FRAMING Protection Against Termites-Section R318 6. Provide 0.025" of a meatal shield, other than aluminium, over fibrousbi Site Address-Section R319 insulation at all perimeter sills. JOIST TO SILL TOP PLATE TO GIRDER TOE-NAILED 4-8d PER JOIST Accessibility-Section R320 7. All wood in contact with concrete or masonry to be Wolmanized Elevators and Platform lifts -Section R323 or pressure creosoted. BRIDGING TO JOIST TOE-NAILED 2-8d EACH END Flood Resistant Construction-Section R324 8. A single station smoke detector alarm device shall be installed BLOCKING TO SILL OR TOP PLATE TOE-NAILED 3-16d EACH BLOCK in each bedroom, on all floors and shall be all interconnected per code. Foundation-Chapter 4 9. All bathroom without operable windows to be mechanically ventilated! LEDGER STRIP TO BEAM FACE-NAILED 3-16d EACH JOIST Design based upon presumptive load bearing values of sandy gravel and or gravel as per New York State Code. at 3000 pounds 10. Heating to be designed to provide 70 degrees F. with outdoor JOIST ON LEDGER TO BEAM TOE-NAILED 3-8d PER JOIST per square foot. Contractor to consult Arcitect if different soil materials are designed air-temperature of 0 degrees F. and 15 MPH wind. found upon excavation, 11. All electrical work to be in accordance to the rules and 0 BAND JOIST TOJOIST END-NAILED 3-16d PER JOIST or test hole, for alternative footing and foundation wall design. regulation of N.Y.B.F.U. and a N.Y.B.F.U. certificate is to be �� N BAND JOIST TO SILL OR TOP PLATE (TOE-NAILED) resented to the Owner at the completion of the job.P 2-16d PER FOOT Foundation Notes: 12. Plumbing Installation to comply with State and Local codes BLOCKING TO FLOOR JOIST TOE-NAILED 2-8d EACH END 5/8" Ancor Bolts (SSTB-28) See chart on this sheet for spacing and the sewage disposal system to meet Health Department standards;. W 0 8" poured concrete foundation wall, 8'-0" high, 3000 # test 13. Do not scale drawings. Use figure dimensions only. ROOF SHEATHING 14. All work to conform to the rules and regulations of the New York: Minimum depth-Section 403.1.4, 48' minimum coverage to top of footing g STRUCTURAL PANELS RAFTERS OR TRUSSES SPACED UP TO 16" OC 8d 6" EDGE / 6" FIELD 16"x8" poured concrete wall footings, 3000# test Energy Conversation Construction Code. All glazed area to be double 2-1 3 4"x11 7 8" Microlam Girder or 3 1 2"x11 7 8" Power Beam glazed and all exterior door to have insulated cores. GABLE ENDWALL RAKE OR RAKE TRUSS W/O GABLE OWERHANG 8d 6" EDGE 6" FIELD " / / ( / / ) 15. The insulation protection as indicated on these plans exceeds / 4 poured concrete floor slab with 6x6x#10 mesh and vapor barrier Z W P the Code's minimum standards. GABLE ENDWALL RAKE OR RAKE TRUSS W STRUCTURAL OUTLOOKERS 8d 6" EDGE / 6" FIELD Damp proofing at exterior foundation below grade-Section test 16. These drawings and specification are instruments of service and Q 30 x30 x12 deep poured concrete column footings, 3000# test shall remain the property of the Architect whether the project for which they made is executed or not. They may not be used Q O GABLE ENDWALL RAKE OR RAKE TRUSS W LOOKOUT BLOCKS CEILING SHEAl1NG 8d 4 EDGE / 4" FIELD Deck and poach fl of ng sNCRETE TO HAVE 5 TO %no noted, 3 00#AIR-ENTRAINMENT 48" minimum buried depth on any other project except by written authorization of the Architect. 17. Architect has not been retained for site supervision, on-site 10" FIELD U Foundation wall to extend a minimum 8" above finished grade inspection and certifications as required or requested by the Owner, Q GYPSUM WALLBOARD 5d COOLERS 7" EDGE / All footing to be carried down to undisturbed soil contractor or local building department. WALL SHEATHING No footing shall be set higher than a 30 degree angle from any other footing O STRUCTURAL PANELS STUDS SPACED UP TO 16" OC Pour no concrete on frozen ground or in freezing water.8d 6" EDGE / 12" FIELD Provide 3 1/2' steel lally columns. Q Backfill shall not be placed against the wall until the wall has sufficient UPLIFT - CONTINUOUS PATH CONNECTORS strength and has been anchored to the floor above, or has been sufficiently ec braced to prevent damage by the backfill (Section R404.1.7.) USE SIMPSON STRONG-TIE CONNECTORS G Floors - WFCM Prescriptive Method. FOLLOW PRODUCT SELECTION GUIDE AND Z Floor framing shall be nailed in accordance with Table 2 WFCM HIGH WIND EDITION. INSTALLATION MANUAL FOR HIGH WIND RESISTANTZ) < W Draftstopping - Section R502.12 CONSTRUCTION CATALOG C-HW02 in GYPSUM WALLBOARD 5d COOLERS 7" EDGE / 10" FIELD Fireblocking - Section R502.13. ANCHOR BOLTS IN FOUNDATION USE: Z Floor Construction: SSTB28 WITH BEARING PLATE, SEE FOUNDATION Simpson Strong-Tie W 3/4" plywood subfloor, fasten per Table 3.1 WFCM. NOTES FOR SPACING 0 Fn Floor joists: see Foundation and Floor Plans, spacing as noted. U210 2X6 Fasten per Table 3.1 WFCM. SILL PLATE TO RIM JOIST USE: AT EACH RAFTER Q W 2-2x6 ACQ sill with termite shield and sill seal. LTP4 16" O.C. AT EXTERIOR PERIMETER Q W Finish floors per agreement. AND GARAGE/HOUSE COMMON WALL 4-10d X 1 1/2" Wall construction - WFCM Prescriptive Method. USE (4)-8d NAILS AT EACH END FLOOR SHEATHING Wallfroming and finishing shall be nailed and or screwed in accordance with GARAGE STUD GARAGE SILL PLATE USE:, WFCM, Table 2 and Section 4 SSP CONNECTOR AT 16" O.C. NOTE' STRUCTURAL PANELS Overhangs fascia, as noted. USE (4)-8d NAILS AT EACH END ATTACH LEDGER TO FRAMING 1' OR LESS 8d 6" EDGE 12" FIELD Vinyl vented soffits. „ „ Alluminum gutters and leaders. Siding: see Elevations. RIM JOIST TO STUD CONNECTION USE: MEMBER WITH 2-1/2 X 5 LAG GREATER THAN 1" lOd 6" EDGE / 6" FIELD Tyvek housewrap. MTS 36, 16" O.C. BOLTS AT 16" ON CENTER 1/2" plywood sheating, see fastening schedule, Table 3.1, 3.9 WFCM. USE (4)-8d NAILS AT EACH END 2x4x Studs ® 16' o.c. with 2x4 shoe and double 2x4 plate FLOOR TO FLOOR CONNECTION USE: 1/2" Gypsum wall board MSTA 36, 16" O.C. 5/8"Type X GWB in garage. (2) layers r GWB at fire partition USE (4)-8d NAILS AT EACH END N 1/2" MR GWB in wet areas Simpson Strong-Tie At least one window in each sleeping room shall comply with the exit re irements RAFTER TO STUD CONNECTION USE: 0 P g P y q MTS 36, EACH ROOF RAFTER U210 2X6 of section R310. USE 8 16d NAILS AT EACH END Note drilling and notching limitations in figure R602.6(1) for bearing walls and RAFTER TO RIDGE TO RAFTER CONNECTION USE: AT EACH CEILING JOIST g 0- SIMPSON STRONG - TIE figure R 602.6(2) for non - bearing walls. H7 EACH ROOF RAFTER " (/W Follow exterior corner framing detail figure R602.10.5 4-1Od X 1 1/2 (� � 1 1 /4» COIL STRAP - fig DECK POST TO CONCRETE CONNECTION USE: 16 O.C. USE 4-8D Roof assemblies - WFCM Prescriptive Method (WFCM table 2) Asphalt strip shingles PBS44A FOR EACH POST shall have minimum of six (6) fasteners per shingle (section R905.2.5) z NAILS AT EACH STUD SIMPSON Underlayment application (Section R905.2.7.)nailing see table 3.8 DECK POST TO GIRDER CONNECTION USE: MIN OVERLAP IS 12" SIMPSON H-8 USE W/ONLY 8" ANCHOR BOLT (14") For roof slopes of two (2) units vertical in twelve (12) units horizontal (17- PC44 FOR EACH POST Q w 5- 8D TO STUD ONE SILL percent slope), GIRDER TO DECK JOIST CONNECTION USE: Simpson Strong-Tie r1rW-,- A-3.2 4- 8D TO PLATE PLATE IN 7" MI PLATE up to four (4) units vertical twelve (12) units horizontal (33 -percent slope ), MTS12 0 EACH JOIST 7 MINIMUM EMBEDMENT underlayment U210 2X6 (EVERY STUD) STUD TO SI (SEE ANCHOR SCHEDULE, .� ATTACH T shall be two (2) lyers applied in the following manner. Apply A 19-inch (483)strip PORCH POST TO DECK USE: ON DWGS A-3.1 AND A-3.2) of PS720 (ALIGN WITH JOIST BELOW) �. AT EACH DECK/PORCH JOIST underlayment felt layers with and starting at the eaves , fastened sufficiently to •1 SIMPSON hold in place. _ HDU Startingat the eave , apply 36- inch wide 914 mm sheets of underlayment, PORCH POST R GIRDER USE: R USE: "f-r PP Y ( ( yment, PORCH ROOF RAFTER TO GIRDER USE: 14 SDS Y4" X 3" WOOD SCREWS overlapping ( } H2.5A AT EACH ROOF RAFTER �= eo successive sheets 19 inches (483mm), and fstened sufficiently to hold in place. 4-lOd X 1 1/2" 7 MIN EMBEDMENT For roof slopes of four (4) units vertical in (12) units. 0 N CZ (SEE FOUNDATION PLANS A-3.1 AND TYPICAL PORCH D.E C K LEDGE R eD '• !•,� ° °••. FOR LOCATION) Ice Protection (Section R905.1.2) '° • (MINIMUM DOUBLE STUD) Underlayment in High wind (Section R905.1.1) CONNECTIONS- 4 • . , SIMSON STRONG - TIE Flashing (Section R905.2.8) O » Chimney and firespaces - Chapter 10 STU }!2 BEARING PLATE • � ", ° G p•e D ' All. ' 1 1/4 COIL STRAP - 16 O.C. EnergyEfficiency y - Chapter 11, see attached report D '° ••�.° •4 A' ��a 16 � a USE 4-8DI NAILS C� EACH STUD, Mechanical - Chapter 12 DOUBLE 2X MIN. °, ° e . , . �.. D General Mechanical System - Chapter 13 FOR HEADER OR ° • •n Do D Ds e _ e e e ° ed A. ° Heaitng and cooling equipment - Chapter 14 BEAM e' D ,'°°A' ;�•' �,o -4 4 > D Exhaust Sustem - Chapter 15 r ° Duct System - Chapter 16 • z o� D >' D .' D .H�' DA °• ' DOUBLE TOP PLATE MTS30 ROOF RAFTERS Combustion Air - Chapter 17 Simpson Strong-Tie °�a °�a ii°•.°°„ � °•°D SSP Plumbing �n par{�j - Chapter 18 AT EACH POST o � D • ° s RAJ - SEE PLAN 1 3/4" IMU , . .s,-, ° Flood Zone - 301.2.4 C' EDGE DISTANCE • ' ca LU ' D LU FLOOR TO FLOOR '•o °•° HfEADER LSTA21 Simpson Strong-Tie •' KIING STUDS U CONNECTION CS20 1'�" COILED Y" THREADED ROD i STRAP. MIN 12 REQUIRED FOR STU 1/2 OVERLAP AT EACH JkCK STUDS CZ SIMPSON STRONG - TIE STUD X SIMPSON STRONG-TIE o 1 1 /4" COIL STRAP - co 2"MINIMUM CNW NUT COUPLER 16" O.C. USE 4-8D SIDECOVER � a AT EACH ROOF o NAILS AT EACH STUD " RAFTER USE 8-16D MIN EDGE MIN OVERLAP IS 12 NAILS AT EACH END, JACK O SILL o �� :::':r DISTANCE* 12" MIN OVERLAP PER RT2.5 . •-..- COMPONENT ' •d' MIN EDGE SHEET N0. STUD TO ROOF RAFTER FLOOR INSTALLATION TO DISTANCE* FLOOR WRAP UNDER SILL PILATE CONNECTION TYPICAL STRAPPING FOR AB *NOTE: SEE MANUFACTURERS Simpson Strong-Tie MIN. OVERLAP IS 12'" FRAMED OPENING EXTERIOR WALL CONNECTIONS. AT EACH POST FOOTING MDISTANCE CHART' FOR SILL PLATE TO RIM JOIST AND CANTILEVER CONDITION RIM JOIST TO STUD CONNECTION WALL TO FOUNDATION CONNECTION PORCH COLUMN CONNECTIONS - D