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Home My WebLink About46703-Z oe souryo`o Town of Southold * P.O. Box 1179 0 53095 Main Rd �fCOUxn. i Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46550 Date: 10/03/2025 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 1055 Stanley Rd Mattituck,NY 11952 Sec/Block/Lot: 106.-8-54.4 Conforms substantially to the Application for Building Permit heretofore, filed in this office dated: 08/06/2021 Pursuant to which Building Permit No. 46703 and dated: 08/17/2021 Was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: Additions and alterations, including covered entry, covered terrace, covered deck and stone patio with outdoor kitchen and attached three car garage, to existing single family dwelling as applied for. The certificate is issued to: Peter Phillips Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: R-21-2107 6/16/2025 ELECTRICAL CERTIFICATE: 46703 10/12/2022 PLUMBERS CERTIFICATION: Benigno Mayen 09/29/2025 Auth r' ed Si ature x" TOWN OF SOUTHOLD o�SUFFoc�.�o BUILDING DEPARTMENT y x TOWN CLERK'S OFFICE ,q 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#: 46703 Date: 8/17/2021 Permission is hereby granted to: Phillips, Peter 6 North Dr Malba, NY 11357 To: Construct additions and alterations to existing single family dwelling as applied for, with SCHD approval. *`10-11-2022 AMEND Permit:: to include roof over deck & patio as per plans. At premises located at: 1055 Stanley Rd SCTM # 473889 Sec/Block/Lot# 106.-8-54.4 Pursuant to application dated 8/6/2021 and approved by the Building Inspector. To expire on 2/16/2023. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,308.00 CO-ADDITION TO DWELLING $50.00 ELECTRIC $185.00 AMENDMENT TO PERMIT $193.-60 Total: $1,736.60 Building Inspector pFS00J�Olo TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT RENEWED (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 46703 Date: 08/17/2021 Permission is hereby granted to: Renewal Date: 10/02/2024 Peter Phillips 6 North Dr Malba, NY 11357 To: Construct additions and alterations to existing single family dwelling as applied for,with SCHD approval. *10-11-2022 AMEND Permit:to include roof over deck& patio as per plans. Premises Located at: 1055 Stanley Rd, Mattituck, NY 11952 SCTM# 106.-8-54.4 Pursuant to application dated 08/06/2021 and approved by the Building Inspector. To expire on 10/01/2026. Contractors: Required Inspections: Fees: Renewal Fee $868.30 Total $868.30 Building Inspector TOWN OF SOUTHOLD SpFFnt�� BUILDING DEPARTMENT H z TOWN CLERK'S OFFICE ji"o • � 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#: 46703 Date: 8/17/2021 Permission is hereby granted to: Phillips, Peter 6 North Dr Malba, NY 11357 To: Construct additions and alterations to existing single family dwelling as applied for, with SCHD approval. At premises located at: 1055 Stanley Rd SCTM #473889 Sec/Block/Lot# 106.-8-54.4 Pursuant to application dated 8/6/2021 and approved by the Building Inspector. To expire on 2/16/2023. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,308.00 CO-ADDITION TO DWELLING $50.00 Total: $1,358.00 Building Inspector OF SO!/j��l � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 �Q sean.devlin(,M-town.southold.ny.us Southold,NY 1 1 97 1-0959 OIyCQUIY 1�,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Peter Phillips Address: 1055 Stanley Rd city:Mattituck st: NY zip: 11952 Building Permit#: 46703 Section: 106 Block: 8 Lot: 54.4 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Vue Electric License No: 5230ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor Hot Tub Addition X Survey Attic Garage INVENTORY Service 1 ph X Heat Duplec Recpt 50 Ceiling Fixtures 5 Bath Exhaust Fan 3 Service 3 ph Hot Water Gas GFCI Recpt 4 Wall Fixtures 4 Smoke Detectors 2 Main Panel 300A A/C Condenser 2 Single Recpt Recessed Fixtures 57 Heat Detectors 1 Sub Panel 150X2 A/C Blower 2 Range Recpt Ceiling Fan 4 Combo Smoke/CO 1 Transformer UC Lights Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 35 4'LED Flat Panel 11 Exit Fixtures 11 Pump Other Equipment: 250 Car Charger, LED Mirror 2, Towel Warmer, 250 Steam Shower, 1 AC, 1 Mini Spli Notes: Addition and Service Inspector Signature: Date: October 12, 2022 S.Devlin-Cert Electrical Compliance Form o��UFFOL•f�D� Town Hall Annex y+ Gy Telephone(631)765-1802 54375 Main Road :• :< P.O.Box 1179 " N z "\ jc� r� Southold.NY 11971.0959 al 01 . ! L� CC - � y�o�' �a�� ,.';� OCT 1 2025 BUILDING DEPARTMENT TOWN OF SOUTHOLD St.111ding DtapartmLj t TO'Xil 01 Sciuviolal CERTIFICATION Date: �"� S Building Permit No. Owner: (25 (Please print) slumber: �d (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1%lead. (Plumbers Signature) Sworn to before me this r day �f C` 20� NotaryPublic County CARL 9 RIONCRIEFFE , Notary Public,State of Now York No.01 M06325218 Qualified in Suffolk County Commission Expires May 26,2t 1 ----------------------------- Scanned with ®CannScanner .5 �OF SOUTyo O /®52; �' ey # # TOWN OF SOUTHOLD BUILDING DEPT. co 765-1802 INSPECTION ' [ ] FOUNDATION 1ST [ ] ROUGH PLBG. f FOUNDATION 2ND - ` [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY - [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT'CONSTRUCTION - [ ] FIRE RESISTANT PENETRATION MA ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) rl CODE VIOLATION [ ] PRE C/O REMARKS: *. &A /' P-? M-PIX6 k" AAk dolc�47 IIA-01d /Aolg DATE 0 INSPECTOR hO��OF SOGTyo� # # TOWN OF SOUTHOLD BUILDING DEPT. y o,rm��'�� 765-1802 l bo&U420t� INSPECTION Arl ELT � 5 [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ]° INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ J CODE VIOLATION [ ] PRE C/O REMARKS: Pfc f(--k 8 PRax6ft F'--P Pcc�- DATE. `f—ZG- - INSPECTOR # TOWN OF SOUTHOLD BUILDING DEPCI couMv, 631-765-1802 INSPECTION k.- � [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING �V, [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] _ FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION- [ ] ELECTRICAL (ROUGH) NA ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: a!` 4 `t �- 1 < �` k e /,P)vrq in Fdt)'�aek� M WIre lovkA 0 1 1 obtoker, 4. i �oow wofAd.c, 1 , -d- A, �� i�, �.l w c/,-"=u DATE INSPECTOR \ OF SOUTyO! I o S.S she a �?Q * # TOWNOF SOUTHOLD BUILDING DEBT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: 1a 4- vl Ge Lloe DATE 0 INSPECTOR ho��OF SOUTy�Io # TOWN OF.SOUTHOLD BUILDING DEPT. ' ou m 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] .FOUNDATION 2ND [ ] SULATION/CAULKING [ ] FRAMING/STRAPPING [ .FINAL [ ] FIREPLACE & CHIMNEY [ ] `FIRE SAFETY INSPECTION. [ ] FIRE RESISTANT CONSTRUCTION [ ] "FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION : [ ] PRE C/O [ ] RENTAL REMARKS. WAGI�pl lso�� oc- �t DATE 10l INSPECTOR CHAP,LES M. THOMAS F;Z.A., PLLC NOV 2024 2116 LINCOLN STREET RIVERHEAD, NY I 1 901 (51 6) 702-351 9 00THOMAS63 @A13L.COM NOVEMBER 1 , 2024 Building Department Town of Southold Re: Phillips Residence 1055 Stanley Rd, (165 Dogwood Ln), Mattituck, New York SCTN # 1000-106-08-54.4 Dear Sir/Madam: This letter shall serve to certify that I was retained to inspect the above referenced residence on a regular basis during construction. I can attest that I have completed the following inspections and all elements have been installed/constructed in a manner than conforms to my plans and specifications and the 2020 NYS Residential Code: 0 Footing Reinforcement 0 Footing keyway with foundation wall reinforcement Foundation wall and damp proofing prior to backfill • Under slab plumbing, perimeter insulation and slab preparation prior to slab being poured • Framing, sheathing and strapping prior to house wrap • Rough plumbing • Insulation, caulking and draft stopping (weather tight) Thank you for your attention to this matter. Please contact me with any questions you have. vkED A& Very truly yours, sm. CHARLES M. THOMAS, R.A., a�j, �,p :; 01 Q� OF '1 • 1 0 1 FOUNDATION (IST) • sPLUM: i INSULATION.PER STATE • • i 1[9�,i��lllrrwA'�11 � � ��. o tel:• . ,M WL l��IfTI s KOM 'a MEMA All . MEMOS . ' •-• �OgpFF01�� TOWN OF SOUTHOLD—BUILDING D PARTYfENT y a Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 1197170959 y�o• �� Telephone(631) 765-1802 Fax (631) 765-9502 https://www.southoldtownnY.gov For Office Use Only Date Received PERMIT NO. Building Inspector: � �� LD Applications and forms must be filled out in their entirety. Incomplete applications AUG - 6 2021 will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. BUILDING DEPT. APPLICATION FOR BUILDING PERMIT Date: �� '�O "' O�`0177,""LB OWNER(S)OF PROPERTY: Name: Refeyr Ph i I l i ps Tax Map#:SCTM #1000- j 0(p —8—Sy . 0py Physical Address: I o5 p wood Line fAw-hluCK, N Phone#: C1 i r 3--(�._ ��}3Z Email: Mailing Address: bogwood LONNP., MClA ' -hSC)k, CONTACT PERSON: �1,, Name: ChVuC /K-- "'rr0YV1C&'Z, Mailing Address:—po -BD �-1—( J�Sg0,&- N y 11gy-1 Phone#: 51() —102— 35101 Email: CC1+YvbVW's, V>WOL0 . coVy" DESIGN PROFESSIONAL INFORMATION: Name: C"LkCK �c�VY�lAS Mailing Address: —p0 R)OX BI-1 jU-Mg�Ro(=V i jPhone#: �2_35�� Email: CIkii10(m5 b 203cko I . (owl CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other \ $ Will the lot be re-graded? ❑Yes [�rNo \ Will excess fill be removed from premises? ❑Yes E� PROPERTY INFORMATION Existing use of property: S1n IQ �UY�►1� ►2t��ae�nce Intended use of property: Sln�t� �1� ► ��1 Date of Purchase: Name of Former Owner: 1 Zone or use district in which premises is situated: Are there any covenanVNo' restrictions with respect to this property? ❑Yes IF YES, PROVIDE A COPY. Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print na e): l uthorized Agent ❑Owner Signature of Applicant: Date: j .y 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 (Contractor,Agent,Corporate Officer, etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief; and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this day of , 20aL N a y blic Erin Murphy-Apicello Notary Public State of New York PROPERTY OWNER AUTHORIZATION County of Suffolk REG#01MU60903 7 (Where the applicant is not the owner) Expires April 14,20 I, v -73 ✓i �� J residing at O G ry o �� A� r l''A77IT��c,(U Y . I I RSZ do hereby authorize CV A N E S K U M $S- to apply on my behalf to the Town of Southold Building Department for approval as described herein. wn is Signature bate � I%& RVA f L-,-r ej Print Owner's Name r C ' 11 ILDING DEPARTMENT- Electrical Inspector �O TOWN OF SOUTHOLD ti o JAN 12 2022Town Hall Annex- 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 `F BUILDING D"L (. TOWN OF sOUTHOUTelephone (631) 765-1802 - FAX (631) 765-9502 rogerr(a-southoldtownny..gov - seand(a)_southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: / /1 L 2— Company Name: lbi7 r e G� C f4lc- Electrician's Name: d p �,C4- License No.: f2-.;d— t-i,- Elec. email: Elec. Phone Nq(S:,6 po_ 26o E Qrrequest an email copy of Certificate of Compliance Elec. Address.: 0 s- L,4.-c r. 1A4-q fN,-,e�c JOB SITE INFORMATION (All Innf/f��o//rmatioon Required) Name: lle4 d"/�; /,�f Address: D �'y�,� �e tee Cross Street: o Phone No.: Bldg.Permit#: email: Tax Map District: 10 0 Section: D6 Block: Lot: S"Y BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square Footage: SOU Circle All That Apply: Is job ready for inspection?: ES ❑ NO ❑Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES 0 NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# ❑New service[—]Fire Reconnect❑Flood Reconnect❑Service Reconnect[:]Underground❑Overhead # Underground Laterals 1 R2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT D A n TION �Ff01 rn1LDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD CD y JAN. 1 2 2022Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 y�Jp• �ap�� TOWN of soiii-HoLrTelephone (631) 765-1802 - FAX (631) 765-9502 rogerr(aD-southoldtownny.gov - seand(aD-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: / /312- 2r Company Name: // e G� c Electrician's Name: v c/o p e.,C4 License No.: f2-5 e EIec. email: MUZr le .k- cow Elec. Phone N� jpos Z 6 0 .6 L�rrequest an email copy of Certificate of Compliance Elec. Address.: rp sr- 4&< JOB SITE INFORMATION (All information Required) Name: Address: �raf,,- e fee gj 2- Cross Street: o Phone No.: BIdg.Permit#: email: Tax Map District: 10 0 Section: O6 Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): And-4-o n�1 &e V Square Footage: SOU Circle All That Apply: Is job ready for inspection?: ES ❑ NO ❑Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES 0 NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# (� ❑New Service[:]Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals 1 R2 R H Frame Pole Work done on Service? F1 Y N Additional Information: U PAYMENT DUE WITH APPLICATION ft 1 � ti PERMIT # s r Switches (I Outlets GFI's 1 ~ I Surface . 5 Sconces �1 I ri .571 H H's UC US -: Fans Exhaust f Oven W/D 11 l rooks D111/ Mini Carbon .�. Micro Generator. �. .. Coi'nbo Cooktop J `transfer` AC AH Hood G. Service M�/v I. P wGP Amps ave\ lJse I Special:.. y 9 r r01 . . �. ., Zi �- r-J,- �) r �a�-. ID Comments: 4 0 o rA I (CA l APA/L e,-- AAot Ga 1 Southold Town Building Department P.O.Box 1179 Permit#: 46703 53095 Main Rd Southold,New York 11971 Permit Date: 8/17/2021 (631) 765-1802 Expiration Date: 2/16/2023 Parcel ID: 106.-8-54.4 BUILDING PERMIT RENEWAL LETTER Dated: 5/8/2024 Applicant: Phillips,Peter Location: 1055 Stanley Rd Work Description: ADDITION/ALTERATION Construct additions and alterations to existing single family dwelling as applied for,with SCHD approval. *10-11-2022 AMEND Permit: to include roof over deck&patio as per plans. A FEE OF $868.30 IS REQUIRED TO RENEW THIS BUILDING PERMIT. Owner: Phillips,Peter Address: 6 North Dr Malba,NY 11357 The permit listed above has expired. No work is permitted or authorized beyond the expiration date. Please submit the above fee made payable to the Town of Southold. Mail to the Town of Southold Building Department, P.O. Box 1179, Southold,New York 11971 THANK YOU, SOUTHOLD TOWN BUILDING DEPT. ® 110 S 87°123' E 12.23' S Rn276.2 zrr �A �2p"E �iw = N 03g 0 -o '�.►�aytb�'�� m ° p� i �w3 g^�T3 s yOi �i ;�z � S`81G'¢p.. GGot > ? n 0 i covL11 V� a s In c) > 1 M PR0p05ED � O OD f�(15ANIjARY O ' 6 � N 0 � �� 5(51EM ►� Fad, 0 G7w N ^± a� ( 4 ILPSr FENCE 0 O i T� H OW CD No u o rn a vI O = o c,) N O vi O �O DD VIGE '� -o lS N 57.4' Z �TZ ® 51.e FRAME SHED MA5.C.E. w N m FENCE ON BROWN LOAM OL 2S� 5'MEfAI 3.4'ND 0.4 ENE N-S 1 . 3.G'W BROWN SILT M L � •w EN Gt1AiN uNK FENce 200.3g m yThoLE � ` TE pp..E FENCE N 1.75 PALE BROWN FINE SP 5A,SPRY TAX LOT 24 NTIAL SYSTEM RES ICE WATER 1" 1O dE EO �UBL — ?8R5O0 BROWN CLAYEY SAND SC , 40 0 20 40 80 23 IN FEET 1 inch =40ft. GRAPHIC SCALE PALE BROWN FINE SAND SP 29' COMMENTS: NO WATER ENCOUNTERED (36,37) TAX L 0 T 54.004 TEST PIT DATA DRAINAGE CALCULATIONS NEW ADDITION: AREA= 48,089.0 SO FT 1. 10 ACRES BORING DATE 411121 THE PROPOSED ON-51TF DRAINAGE SYSTEM TO PROVIDE INFORMATION PROVIDED BY STORAGE FOR AN 2 1/2"RAINFALL IN NEW 8'DIAMETER DRYWELL5 MCDONALD GEOSCIENCF PROVIDING 42.24 CF PER VERTICAL FOOT OF STORAGE. THE DE51GN 15 BA5ED ON THE FOLLOWING RUNOFF COEFFICIENTS: BUILDING-1.00 STORAGE REQUIRED: BUILDING AREA: 2030.3 51'X 1.00 X 2 112"= 42G.4 CF NOTES: 42G.4/42.24 = 10 VERTICAL FEET REQUIRED THERE ARE NO WELL5 FOUND,WITHIN OAF, t::: SUBJECT PROPERTY. -n STORAGE PROVIDED: 8'O DRYWELL- 10 VF x 42.24 CF/VF=422.4 CF PROPOSED SANITARY SYSTEM C' 5 PROPOSED 1 500 GAL SEPTIC TANK h � Ml NOTES: 7 (I)8'x I G.5' DEEP LEACHING POOL PROPOSED 50% EXPANSION LEACHING 0- 1. ALL DOWNSPOUTS TO BE PIPED INTO ROOF DRYWELL. POOL `y 2. ALL ON-SITE DRAINAGE 15 TO BE INSPECTED BY THE TOWN OF 50UTHOLD n BUILDING INSPECTOR. REVISION 6-9-21 ADDED SANI SYSTEM (14621)- DENOTES FILED MAP LOT NUA S'URS SURVEY NOTES: T. FASON LAND SURVEYOR SUFFOLK COUNTYDIST. 1000 1.UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. SEC. 106 BLK 8 . LOT 54.004 COPIES OF THIS SURVEY MAP NOT BEARING THE SURVEYOR'S INKED OR 27 POPLAR STREET,PORT JEFFERSON STATION,NEW YORK 11776 EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. „ CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE Pbwle(631)474-2200 /Fax(631)780-04PI email TEASONLS@OPTONLIlVE.NET DATE. 3-29-21 SCALE: 1°=40' PERSONIPERSONS FOR WHOM THE SURVEY IS PREPARED,AND ON "¢"'"-- HISIHERITHEIR BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY, ('T'TTT-' PI i1 T T AND LENDING INSTITUTION LISTED HEREON.CERTIFICATIONS ARE NOT SITE 1 E PI—A V PROJECT NU�I.B $ M ET20-240 TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. " 2.THIS SURVEY IS SUBJECT TO ANY EASEMENT OF RECORD AND OTHER D J� D PERTINENT FACTS WHICH AN ABSTRACT OF TITLE MIGHT DISCLOSE. SU11V 1�Y FOIL• PETER PHILLIPS of M, 3.OFFSETS SHOWN HEREON ARE FOR A SPECIFIC PURPOSE AND SHOULD 71�f ��11 NOT C USED AS A BASIS FOR CONSTRUCTION OF FENCES OR OTHER ALC`1P OF. SUNSET KNOLLS SECTION 2 FM# 5448, 4-9-1970 ,�,Q� ��,pj4E A. STRUCTURES. � � 4.SUBSURFACE STRUCTURES AND/OR UTILITIES,IF ANY.NOT SHOWN. � OTHERWISE NOTED. LOCATION. �l- 2 1 S^ 0 FENCES.HEDGE AND OFFSETS SHOWNARETOCENTERLINE UNLESS • MATMUCK, TOWN OF SOUTHOLD, NY a 1 I CERTIFY THAT THIS MAP REPRESENTS AN ACCURATE AND TRUE ACCOUNT OF A SURVEY,PERFORMED IN THE FIELD UNDER MY SUPERVISION ON CERTIFIED TO: PETER PH I LLI PS ¢ � • g •. 413 012 01 3,OF THE LAND THEREIN PARTICULARLY DESCRIBED. THE RECORD DESCRIPTION OF THE SUBJECT PROPERTY FORMS A NOT FOR TITLE PURPOSES MATHEMATICALLY CLOSED FIGURE.THIS SURVEY WAS PREPARED IN � F ACCORDANCE WITH THE CURRENT CODE OF PRACTICE FOR LAND SURVEYORS ADOPTED BY THE NEW YORK STATE ASSOCIATION OF \�/� O .... r PROFESSIONAL LAND SURVEYORS. lr%rn)4�J MI. ' s O.',LS. � E 1b b445,2' i STANLEY N 2 0 2025 + .• ding Deportment • .-+. . •, •'i ". - • • w ►. v Town Of Southold v ' ►p • •V •• ► V ,v. CONC. CURB •. '• '• ► °, ►•. ►,:' •i .. ' •i' ,. .• ..► • • • • . r•'R' v ►' v .v' ! , •.�' - • ' EDGE OF PAVEMENT v • •r' S 87° 11 'p �� , . ~•►. • /� 0 HFlREYDRANT ! POLE I�g _f OVERHEAD WIRES • ' ' ,; ' • ! WATER 123.22 — V • ,V : • ,q •►�: V-•' - VALVE GUY WIRE 1 FODUND CONC. 0 ••. ••. '• R �� MON. O.2•S. FOUND CONC. • ►. '. . , -� i $(.• LONG- r 11 �y� � 9 Zfl SURVEY OF °3 PROPERTY S � � \ SITUATE MATTITUCK TOWN OF SOUTHOLD ► BUSHES SUFFOLK COUNTY, NEW YORK Ca4m► ` I GA "�" 0! S.C. TAX No. 1000-- 106— — . �y \ R�51 ,9 �_ ' 08 54.4 •: . • �� \ SCALE 1 =20 -' • ':• \ FEBRUARY 27, 2023 _ '+� .• \ DICE SEPTEMBER 7, 2023 UPDATE SURVEY to ye `�• °• , '"! AREA = 52,665 sq. ft. be LO �� *.. 1 .209 ac. CPO ` METAS- k • T f SEPTIC SYSTEM TIE MEASUREMENTS ip. • •. �� tlN9� � ® ---- -_ b �► ^` x---x--�. HOUSE HOUSE • • ' ': uN° ' \ --___ __---'_STEPPING o�i>=w,�t" _•-----�\�` F�o N uNl� CORNER CORNER 0 .�• "' CE 0.2° • ZpNK ,..� S--"^ N RVN $^(ptER ` �^ `�b�rio�N x E SEPTIC TANK 30' 36" • . • ' ► • ;\ g,,ocK cum �• coNG• 2s.3' LOT36 x COVER , Y •p \ • e . • 8 o j .- - ---� _ o LEACHING POOL 41 24.5"' ' d , �' �,,Z '. OVER Jc CHAIN LI ► � • w+. ' a •tee a is 10.2 ':OKE FEN_C`E L O 0 ,A. NOTES: A •4 ., .O. -04 ' ° d d -,& 19 0 & r ._ 'Oq?b REFER TO � 1 . LOT NUMBERS SHOWN THUS: LOT �o • '.�: r .. /r d vW°'� : 14 i wood of no [� . : • . a MAP OF SUNSET KNOLLS FILE IN THE OFFICE E OF THE CLERK OF SUFFOLK COUNTY •. . -t , tl•6 : . . . ' . °4 ' : ` o�• , ON JANUARY 5, 1968 AS FILE No. 5023 d e ,a '•t ,d. •p Z . a 4 - � . • • . = c g 2. LOT NUMBERS SHOWN THUS: LOT 36 REFER To V .• , • . '� �, - , N �, x MAP OF SUNSET KNOLLS, SECTION TWO a Q FILE IN THE OFFICE OF SUFFOLK COUNTY • ' o,• . � .� ,,.' A. �� e � THE CLERK OF � • • � ' , e 4•1C 0 W x ON APRIL 9, 1970 AS FILE No. 5448 ' �� •" K C�IfRB Na, Y con 8 0 . uNa �• 3. LOT NUMBERS SHOWN THUS: LOT 1 REFER TO v ►• c m Q $ , • • _ • ` GttrMN " " _ -._ 57,4' o MAP FOR ANTHONY DRIS & HELEN DRIS o� �' ` " -- p FILE IN THE OFFICE OF THE CLERK OF SUFFOLK COUNTY ' •. .. 1 �'� : : ,- -- AS FILE No. 8995 •. 0 . • . . v ' U LA °` : jo• ��` :j� .:• FILTER ► - ' � viou Z V WOOD FRAME a GRAVEL, w 0 • ••.� \ n �i• i ` OUTSIDE AR z �•'• m E �� SHOWER •; V) • 0 o x: �\ �` 04 17 c UNAUTHORIZED ALTERATION OR ADDITION � fi ' STEPPING-� __ 0.7'N, o.4•E. : •:f. 'i •� . - �9� w ' STONE WALK r� f W TO THIS SURVEY IS A VIOLATION OF -•• In- SECTION 7209 OF THE NIEW YORK STATE • �• . """ �. O�NC f EDUCATION LAW. Irv' •• '' Z :'% ,rtWS x.-- ! N a COPIES OF THIS SURVEY IMAP NOT BEARING ► ;: TAE �.x 2 00.39 o y+� THE LAND SURVEYORS INKED SEAL OR -D� •r o ! 28�•. •:.t :;`; j µ�r� 0F U 1K 4 x ' LOT TO BEEMBO VAUD TRUHE COP1y.NfOT BE CONSIDERED CERTIFICATIONS INDICATED HEREON SHALL RUN J. ONLY TO THE PERSON • N '1 A7 g� ••�^ �Cf. Qua• N -+ ' FOUR WHOM THE SURVEY IS PREPARED. AND ON HIS BEHALF TO THE • • • �' ' — ' r it µ x,,r -x"�X S; N !�� TTTLE COMPANY, GOVERNMENTAL AGENCY AND ► ':v• LA 4A LENDING INSTITUTION LISTI£D HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI— TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. ••• � THE EXISTENCE OF RIGHT OF WAYS AND/OR EASEMENTS OF RECORD, IF • • ' 'v ~ O!! W N ANY, NOT SHOWN ARE NOT GUARANTEED. � . '. � s LOT O • .. , o►• i N SUFFOLK `� g' � F"� °�"' [ T 0 L H, `'�-�V I IC � PREPARED IN ACCORDANCE WITH THE MINIMUM , . • $� ,r� Q��a�� r � ��i��14��€.p� !r�` � �� Q� STANDARDS FOR TITLE SURVEYS AS ESTABLISHED f r ' • �' BY THE L.I.A.LS. AND APPROVED AND ADOPTED ► • .. \ ,G1 I G E �`-,tT�•.,f (.Y rR E I D E�'`�`C FOR SUCH US $Y� /NEW YORK STALE LAND TITLE AS� NV�� / [.and . ' 06/16/2025 0 �; , I Mo. R-21-2107 � P,��.OF or I� '�// Co ••••0 TAFT q •.• p Successor To: StanleyJ. lsaksen, Jr. LS. • ,' gg } gg g r, 9�y: JosephA. Ingegno LS. p•he v."4r"','�� C 'r Pv� � c 4 ; yrc'- 'T supp!/ &c ci�. ';l4ic;," C1 t i€N• @(✓'.� \6�� have., y�`�".°y^r s � 04r, `�'Q` �a of. a,y G� � M..r ; f g i ,. E: : -S Title Surveys Subdivisions Site Plans — Construction Layout i F,=4 r ; � i-s s'. I.�r" �E. U%l O . ._.__-.._...._ P i-R(D0r�S. v �:• •: PHONE (631)727-2090 Fax (631)727-1727 S' rr� °� a �^' '.0 S op �% AO OFFICES LOCATED AT MAIUNG ADDRESS �,. •• �s 1586 Main Road P.O. Box 16 ¢. q if L �a �� Jamesport, New York 11947 James port, New York 11947 of � /�J t 11 t%� N.Y.S. Lic. No. 50467 E—Mail: NCorwin3®aol.com i THIS PROJECT IS IN COMPLIANCE WITH 2O20 RESIDENTIAL CODE OF NEW YORK STATE. t rA 777 ARCH ITEC AS BUILT REVISIONS NEW ROOF OVER EXISTING PATIO FREVISIONS D E S C R I P T 1 0 N (f �" 2 ROOF OVER EXISTING PATIO r AS BUILT CONDITIONS I11)I . Tc NOM-PROPOSED ROOF CRICKET BETWEEN EXISTING REVERSE GABLE NEW ROOF EXTEND OVER EXISTI G AND PROPOSED ROOF OVER SUN ROOM PROPOSED NEW ROOF PROPOSED NEW ROOF 6" KING POST OUTDOOR PATIO AREA. SEE ROOF FRAMING PLAN CONSTRUCTION CONSTRUCTION AP AOU'ED AS s SITED TRUSS WEBS WTCH EXISTING ROOF FR MING - EXISTING TO REMAIN t T _ oMATCH EXISTING (4) aGa 12 12 1r- IdPL01NG DEPARTMENT AT EXISTING C� MATCH EXISTING (4) - - ! 1 FASCIA TO MATCH 631765-1 8AM TO 4PM FOR THE EXISTING ROOF ROOF SHINGLES TO EXISTING EXTERIOR SHINGLES TO REMAIN RS MATCH EXISTING 1)DETAILS . F�ATtON-TWO REOUiRED SHINGLES TO PLATE HEIGHT TO MATCH EXISTING �QUpEDCONCRETE -MATCH EXISTING PLATE HEIGHT OF FAMILY ROOM .2. RAM{ FRAMING&PLUMBING (3) 16" DEEP COLLAR TIES 9'-2" PLATE HEIGHT & INSULATION SHINGLES TO SHINGLES TO FINAL-CONSTRUCTION MUST x6 COLUMN - MATCH EXISTING MATCH EXISTING SHINGLES TO Ill ill ill MATCH EXISTING 7•_-4.5" T.O._ WINDO_WS BE COMPLETE FOR C.Q 5/4" WINDOW EXISTING ZEKPED IN 1X8 ALL CONSTRUCTION SHALL MEET THE DOOR SURROUNDS 5/4 WINDOW REGIUIREMENTSOFTI _CODESOFNEW St DOOR 11 C A Q N S YORK STATE NOT RESPONSIBLE FOR (TYPICAL) I ,(T Y P I C A L)i EXISTING EXISTIN EXISTING EXISTING XISTIN J DESIGN OR CONM=`ON ERRORS N 1 OUTDOOR EXISTING BA � m KITCHEN WINDOW TO RE EXISTING 36" HIGH HAND COLU NS 1 3052 3052 3056 3056 EXISTING SHINGLES RAIL PER NYS CODE TEMP TEMP EGRESS EGRESS OWNAERED PER TO REMAIN j Al FVvF180611 T.O. FIRST FLOOR NEW ROOF OVER PATIO EXISTING SUNROOM FOOTPRINT TO REMAIN THE SAME ADDITION Lij O O o Q Ln E REAR ELEVATION — < n 2 SCALE: 1/4" = 1'-0" z AS BUILT REVISIONS O NEW ROOF OVER EXISTING PATIO F- W z CO C) cr 0 O NOTE:PROPOSED ROOF CRICKET ROOF PITCH TO BE DETERMINED BETWEEN EXISTING REVERSE GABLE O BY MATCHING HEIGHT OF EXISTING AND PROPOSED ROOF OVER SUN ROOM ROOF RIDGE SEE ROOF FRAMING PLAN Q O O Lij EXISTI RAMING EILING JOISTS 0 16" O.C. (n C) O TO MAIN V) R ® 16a NEW?k10 R H H WALL ROOF CRICKET ® I n �1 J 12 12 0 EXISTING ROOF EXISTING�Ew ZX10 R R ® 7s„ 0 C. P��RS d ATCH EXISTING (4) O SHINGLES TO REMAIN LNG ROpF R U HEADER WRAPP D E \S IN 1X AZEK 5/4" WINDOW DOOR SURROUNDS EXISTING EXISTING = (TYPICAL) I EXISTING EXIS NG EXISTING EXISTING XISTIN SUN ROOM CATHEDRAL CEILING N Lj j O EXISTING SHINGLES OUTDOOR TO REMAIN KITCHEN EXISTING BAY WINDOW TO REMAIN EXISTING SLAB TO REMAIN NEW 4" P.C. EXISTING SLAB WITH DECKING AND EXISTING FOUNDATION BLUESTONE DECK FRAMING WALLS TO REMAIN TOPPER BLUESTONE EXISTING DECKING Charles M. Thomas a r c h i t e c t E CROSS SECTION PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 � SCALE: 1/4" = 1'-0" PROJECT REAR ELEVATION & CROSS SECTION CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA DATE: 7/30/21 PROJECT No. DRAWING BY. CMT GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM CHK BY. WINTER ICE SHIELD FLOOD LIVE DEAD WALL SHEATHING USE/ HEIGHT FIRE TYPE OF MEAN SNOW DESIGN FROST ROOF UPLIFT LOAD DWG No. LOAD SPEED CATEGORY LINE DESIGN UNDERLAYMENT HAZARDS LOAD LOAD SUCTION LOAD OCCUPANCY AREA CONSTRUCTION ANNUAL TEM (MPH) WEATHERING TERMINATE DECAY TEMP. REQUIRED CLASSIFICATION DA - —0-_1 'O O 45 PSF 130 B SEVERE 36' MODERATE SLIGHT TO 11 YES FROM 1998 40 PSF 20 PSF PERIMETER EDGE ZONE = 6.72 PSF EDGE ZONE = 35.6 PSF R-3 31'-6 3/4, FIRST FL =1,315 SF TYPE V 1 OF 6 TO HEAVY MODERATE FIRM MAPS INTERIOR ZONE = 51.4 PSF INTERIOR ZONE = 28.9 PSF SECOND FL =906 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 THIS PROJECT IS IN COMPLIANCE WITH 2O20 RESIDENTIAL CODE OF NEW YORK STATE. <�`. PROPOSED ADDITION EXISTING HOME e^ .. ''__. „}' %.' T 19'-0" 13'-6" 4'-0" 21'-3~ EXISTING FOOTPRINT TO REMAIN e+, L E G E N D ''°� AFRCHITECT - EXISTING I M, (3) 11 7/8' ML HEADER 0 0 — TO BE REMOVED REVISIONS D E S C R I P T 1 0 N ROOF OVER EXISTING PATIO Q - PROPOSED FRAME WALL AS BUILT CONDITIONS =1 I PROPOSED 1= 9/28/22 PATIO EXISTING WINDOWS TO BE I BLUE STONE C 00 REMOVED �I 3'-7j" 5'-10j" 1 5'-104" 3'-7 1� 6'-3" 7'-3" 2'-0" 2'-0" 2'-8A" 7'-11J" 7-11J" 2'-8j" �\� EXISTING DOOR TO BE REMOVED M 30j,6 30 6 � EGRS FWG 8070 EGR SS = 3-1 3/4- X 9 1 " MICROLAM HDR = � � XI I HD INSULATION I to � N DECK CO (A IN COMPRESSED NO CHANGE IS n 0 AREAS I r7 rj LINE OF EXISTING w I 2"X10" CEILING JOISTS I w DECK TO REMAIN i 0 16" O.C. W R- BATT INSULATION 1 to I I_ a = b aLINE NEW of I CONSTRUCTION 1 PROPOSED LINE NEW_ (TYPICAL) 1 MASTER Z I a CONSTRUCTION CTION _ _ _ ` _ _LINE OF ROOF ABOVE _ _ _ _ _ o AS BUILT REVISIONS o � BEDROOM W Q q` (TYPICAL) 3) 9 1/ " ML HDR FWG 19 70-4 EXI NG 36" HIGH HANDRAIL EXISTING 36" HIGH HANDR IL M `W .1 KING em BED a SMOKE N I N (23 52 ( - - --- �Z NEW ROOF OVER EXISTING PATIO h �S --DETECTOR ¢ > - l E —P 3-t 3/4" x 1t 7 a" MICROIAM HDR NEW 16" DEEP OLLAR TIES I z It I ~ - UP 6x6 COLUMN IJ _ o� NEW OUTDOOR KITCHEN 0 3-1 3/4" X 9 1/2" CROLAM HDR N I WRAPPED IN 1) i > Ll U TRAY CEILING TO 10'-0" w I PROPOSED � I 8" '-0" I _ IV Z SHOWER _ REAR AZEK :r o I ' I 0O FREESTANDING ENTRY TUB 21'-1 II I BLUE STOKE N Ln 11 ' I in 18' 0" 13'- 4'-0" '� 20' 3" w I I o " I 1 I 3'-0" 4", 6'-2" 4 3'-4" N d rn f� NEW CONSTRUCTION NEW 2X10 ROOF RAFTER 1 NEW 2X10 ROOF RAFTERS o �p w 1 PROPOSED =_ (TYPICAL) 'X6"POST to 16 O.C. ® 16 O.C. Y i° 2" 10" ROOF RAFTERS 2"X10" ROOF RAF S MASTER W j I ® 6" O.C. 0 16" O.C. ( "�F HROOM " Z zl w 2"X10 RR 0 16" O.C. w 2"X10" RR 0 16" C. o c� of M EXHAUST W. R-38 HD INSULATION OI0 W. R-38 HD INSULA ON cwi cwi = z I = 1 OO EXTERIOR I a I al COVERED z o m N W a EXISTING I �I PATIO ^ L< N} _ _ _ _ _ _ _ _ o o EXISTING DECKING o " WOO I 12'-8" 5'� 6'-6 3'-0~ SUN ROOM o I w wI CATHEDRAL CEILING Q LIN I CATHEDRAL CEILING "j 0 a oD o Z o o Z � 1 I PROPOSED 1 CLOSET cv Do ( 1 w I w w3. I- — w'CD = I INE OF EXISTING KEEP SAME FOOTPRINT UT °� IJ ?I I> oJM�IN o 2"x4" WALLS TO RE-FRAME WITH 6" WALL TO U- I m P— CLOSET tio� I ,you M BE REMOVED NEW PLATE HEIGHT 1 NEW 2X10 LNG JSTS I /y� i 1 0 16 O.C. TRANSITION BETWEEN z 00 O S -DEIE TOR SMOKE p n I DECKING AND BLUESTONE w I O I 1 ITS SEAMLESS. THERE IS W L- _ _ _ _ _ _ _ I CARBON aNOXIDE _ NO STEP BETWEEN THE —�_ O w 3'_9" I NEW CONSTRUCTION ©~ DETECTOR I ITWO MATERIALS. °o J W O Z (TYPICAL) ) I I EXISTING STAIR AND HANDRAIL TO BASEMENT 0 0 I Q O = 0 30-1 5-0 4'-0" 1'-7" = 0 In PROPOSED p w N I EXISTING ;n w 1 I HALF BATH o1 ,J, a Q O O = O FAN TO EXTERIOR 2 N 4'-Q* DN S'� I'�Sn� ^ O 1 I I EXIS NG ISTING EXISTING I`'/I M o CI) o I O � I � LINE OF EXIS NG W � O 1 I Q CLOSET LINE OF EXISTING WALLS TO RE AIN Q _ STEP UP TO BE REMOVED (TYPICAL) — — — — — — — — — — — — — —T ci EXISTING _ TH M I I LINE F EXISTING I I ' O I NO CHAANGE N � L J E— m 1 EXTERIOR WALLS PROPOSED I I Z w 0 Q NI I 1 TO BE REMOVED 1 3 CAR GARAGE I I I' `� I '�° ®F_ a (TYPICAL) O PROPOSED �° vi x EXISTING EXISTING Q EXISTING ' � U EdI I I " 1HR. RATED � ) MUD I W w KITCHEN DINING ROOM 0 W MASTER W Q (� ( 5/8 TYPE X SHEETROCK m ROOM w w NO CHANGE I O o w WALLS & CEILING �A I N � — LINE OF EXISTING Q> EXISTING P TE ml I I �JP I a Q--DETECTOR (TYPICAL) HEIGHT 12'- " NO CHANGE ("� TO p BEDROOM U Z NO CHANGE w �� K WALLS TO REMAIN O a I °�, n N PROVIDE TILED SHOWER O Q O N PAN do PITCH TO DRAIN O J �I 6'-0" LONG 2"X1O" C LAR TIES 0 16" O.C. PA I z O WASHER. VENT DRYER N I Of 0EXISTING w NI 1 12'-6" ABOVE NISHED SLAB �kj I I o To EXTERIOR O EXISTING PLATE 0 I BATH EXISTING o I U 0M = =1 HEIGHT 9'-2" X NO CHANGE CLOSET ° NO CHANGE QI I U I I of I I 1 w - - _ - m - EXISTING NCOLUMN = - - EXISTING COLUMN N N �fl Ir�l - - - - PROPOS TO REMAIN TO REMAIN 1 a I I I RIDGE N EXISTING STEP UP j EXISTING z) `� I a SET v �' EXISTING RIDGE NOLCO ANGE _ _ $ JI 2"X1 " ROOF RAFTERS I \ 2 X10 ROOF RA TERSI ( 2 " 6'-2" EXISTING p - - - - - - o " " i; z LINE SF EXIS S� I� Z FAMILY ROOM = I N WALLS TO REMAIN N 1= $ 0 16' O.C. HD R-36 INSULATI 0 16 W HD R-38 INSU TIOI�o `'o C°c� 2 2 — — — -r r- p NO CHANGE Z ,fin DN W TYPICAL) x z l0 O N w w v x N p EXISTING STAIRS EXISTING EXISTING p 1 I 10 w w w DOWN TO UNFINISHED CLOSET CLOSET Ii qr — — — —I— — — — — — — — — II �FR LINE OF EXISTING 1 I-w EXISTING O BASEMENT TO REMAIN NO CHANGE NO CHANGE PARTITION WALLS i t I I I I I I I I I `� r I I I I TO BE REMOVED LIVING ROOM I Z EXISTING HANDRAIL --- (TYPICAL) EXISTING RR TO BE TRIMMED O=O 1 I (TYPICAL) TO WALL AS SHOWN NO CHANGE to TO REMAIN to II I II III ' II III La X I) II ( I I EMOVE EXISTING ROOF EXISTING RR & CJ TO -' EXISTING ROOF RAFTERS � M II I 122,-6M I I II I I 15'- " I AFTERS 8' 6" REMAIN 0 1 TO REMAIN w z I I I 3-1 3/4 X 9 11/2" EN RY 1 N EXISTING w o EXISTING = II II II 1 II II MICROL M PR I II ` BLUE TONE EXI TTNG BEDROOM I- 0 Soso o. . D R N BEDROOM M — — 4"X6"POST FIRE LACE NO CHANGE X NO CHANGE Z Charles M. Thomas m II II I _ II (2) 11 7/8' ML HE ER En _ _ w II 3-1 3/4" X 9 /2" II II 3-1 3/4 X 9 1/2" I) o — — — — — — — CW 55 - �-EXISTING-- w MICROL M H R MICROLAM HDR I EXISTING a r c h I t e c t CHIMNEY 9080 0. . DOOR 9080 0. . DOOR N WIINDOW &OVE XREPrLACBEAWITH EXISTING PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 WINDOWS AS SHOWN Simpson Strong-Tie HDU (CORNER HOLD DOWN) EXISTING PROJECT (TYPICAL THROUGHOUT, SEE DETAIL) PORCH EXISTING EXISTING 6'-6" 10'-6" 6'-6" 6'-4" 9'-2" 4'-3" 4'-3" 4'-4" NO CHANGE 23'-6" 15'-6" 8'-6" NOTE: EXISTING 3 BEDROOM, 1 BATHROOM HOME TO UNDERGO AN ADDITION ADDING 1 BEDROOM AND 1.5 BATHROOMS TO THE HOME. 47'-6" 58'-2" THE PROPOSED ADDITION WILL MAKE THE HOME A 4 BEDROOM, 2.5 PROPOSED ADDITION EXISTING HOME BATHROOM HOME. PROPOSED FIRST FLOOR 1. PLAN 105'-8" P PROPOSED FIRST FLOOR PLAN N DATE: 7/30/21 SCALE: 1/4" = 1'—O" PROJECT No. DRAWING BY. CMT EXISTING HOUSE— 1928 SQFT CHK BY. PROPOSED ADDITION— 1073 SQFT DWG No. EXISTING GARAGE— 754 SQFT W-M-40-01 F(� 3OF6 PROPOSED GARAGE— 1073 SQFT 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 THIS PROJECT IS IN COMPLIANCE WITH 2O20 RESIDENTIAL CODE OF NEW YORK STATE. ----- -- - - APR . 4 ry 36'-6" 65'-5" r ADDITION EXISTING c P 19'-0" 13'-6" 4'-0„ EXISTING SUN ROOM FOUNDATION 44'-2' TO REMAIN ARCHI TECT - - - - - - - - - - I REVISIONS D E S C R I P T 1 0 N 9/28/22 ROOF OVER EXISTING PATIO PROPOSED AS BUILT CONDITIONS I = UNEXCAVATED4" CONCRETE SLAB I I o I OVERURED 6 MIL. POLYETHLENE I aD i� VAPOR BARRIER ON WELL COMPACTED POROUS FILL I I PATIO ABOVE EXISTING I I- - - - - - -,7'-s"- - - - - - I � OD DECK ABOVE N I I 8"X16" SCREENED N NO CHANGE CRAWL SPACE VENT (TYP) I 8" POURED CONCRETE FOUNDATION WALL I I ON 8"X16" POURED CONCRETE FOOTING MIN 36" BELLOW GRADE. ADJUST UNEXCAVATED I FOUNDATION ACCORDINGLY TO MATCH 6� I I EXIST. FIRST FLOOR ELEVATION TYPICAL 4" POURED CONCRETE SLAB I (TYPICAL) OVER 6 MIL.BARRIER ON WENE LL NEW 24" X 24" X 12" I ( VAPOR BARRIER ON WELL = - I COMPACTED POROUS FILL EP FOOTING FOR NEW 6'-1" 7'-5" PO ABOVE 11 �" 360 SERIES TJI JOISTS _ o MIN. 3 0" BELOW GRADE DROP EXISTING N — — — — — — — — EXISTING DECK FRAMING FOUNDATION WALL AND DECKING „ FOR CRAWL SPACE I EX IF ISTING FOUNDATION ACCESS I — — — — — — — — — WALL TO REMAIN 20_84 BEAM POCKET 8" 19'-11" 8" 2'-0" SIONS o (TYPICAL T EACH AS BUILT T I NEW ROOF OVEREXISTING PA IO PROPOSED = � GIRDER INTERSECTION) = I I_I I I ( N I I LO CRAWL 1 I I I ANCHOR AND BOND TO EXISTING I NEW OUTDOOR KITCHEN SPACE r NOTE: ADJUST HEIGHT OF NEW Lo WITH #5 REBARS 12" O.C. VERTICAL LINE OF BLUESTONE 4" POURED CONCRETE SLAB 1 ', FOUNDATION WALL SO THAT SUBFLOOR I —I (TYPICAL) I PATIO = OVER 6 MIL. POLYETHLENE OF NEW FJ ARE FLUSH WITH THE I EXISTING SUBFLOOR. 4" P URED CONCRETE VAPOR BARRIER ON WELL SL B OVER 6 MIL. =O COMPACTED POROUS FILL w (TYPICAL) I I 18'-0" L_ 13'-2" N 4'-8" I I EXISTING FOUNDATION POL THLENE VAPOR WALL TO REMAIN BA RIER ON WELL O COMPA TED POROUS FILL II ;r, M 9� � I I I I DECKISABOVE NTHLUESTONE TOPPER N W "' 2 '°0 I I I NO CHANGE _ — EXISTING 0- _ 0 w EXISTING 1 to b W z 0 ..� FOUNDATION I ao EXISTING SUN ROOM SLAB TO ao I a, — — �' 0 NEW v I O WALL TO REMAIN I I N REMAIN I I I - - - — TO BE REMOVED O It 0 > LO 8"X16" SCREENED I ( 8" POURED C NCRETE FOUNDATION WALL L_ I — PROPOSED FRAME WALL z = z CRAWL SPACE VENT ON 8"X'16" POURED CONCRETE FOOTING 3 1/2" STANDARD STEEL PIPE _ _ I I EXISTING WINDOWS TO BE o E (�'•) I MIN 36" BELL W GRADE. ADJUST o COLUMN ON A 30"X30"X15" ''°° Qo I I I I � ' 0 1 DEEP POURED CONCRETE 1 REMOVED — FOUN A11ON ACCORDINGLY T MATCH to �n fO Q N 3'—g" I XIST. FIRST 0 VATI N (TYPICAL) FOOTING. (TYP) I I I I I o �� EXISTING DOOR TO BE REMOVED IIIp EXISTING FOUNDATION (-o N WALL TO REMAIN z m I w n ( ^ NOTE: ADJUST HEIGHT OF FOUNDATION EXISTING BASEMENT I UP _ao O WALL SO THAT TOP OF NEW FINISHED SLAB I I STAIRS IS FLUSH WITH THE EXISTING SUBFLOOR. o REMOVE EXISTING FOUNDATION 7 I ( WALL TO BELOW NEW SLAB (TYPICAL) �— — — — — — — _ O I I 2 9'-11" � I ( g'-0" I I — — — — — — — — — — — — — — — w 0 u O EXISTING N G FOUNDATION N D A T I 0 N T TO REMAIN00 EXISTING POURED CONCRE I I p I— I FOUNDATION WALL ON A POURED ANCHOR AND BOND TO EXISIIN REMOVE EXISTING FOUNDA oN I I I CONCRETE FOOTING TO REMAIN I I 0 O REMOVE EXISTING EXISTING FOUNDAl10N WALL TO BELOW NEW POR H WITH #5 REBARS 012" O.C. ^ n - I WALL TO BELOW NEW SLAB "I I VERTICAL (TYPICAL) I,. SLAB I I I I ( CD r l 8" 12'-7" 8 46-11 I I 8" I I � J 0 �J 60'-2' EXISTING UNFINISHED REMOVE EXISTING REMOVE EXISTING BASEMENT o J Ln II II GARAGE SLAB & PREP I ( GARAGE SLAB & PREP ( I I w PROPOSED II II FOR NEW SLAB I FOR NEW SLAB _ I I NO CHANGE z =1 I I LA UNEXCAVATED I 16 PROPOSED I 4" POURED CONCRETE SLAB' I QS SMOKE—DETECTOR x I I �p I N OVER 6 MIL. POLYETHLENE� w a, 4" POURED CONCRETE SLAB W/ I I UNEXCAVATED I I VAPOR BARRIER ON WELL I I I CARBON I I N I I 6X6/ 1OX10 WWM OVER 6 MIL. I N COMPACTED POROUS FILL EXISTING SLAB TO REMAIN ©~o��TOR POLYETHYLENE VAPOR BARRIER ON I I ) 4" POURED CONCRETE SLAB W/ I I I I WELL COMPACTED POROUS FILL I I 1 6X6/ 1OX10 WWM OVER 6 MIL. I I I I N POLYETHYLENE VAPOR BARRIER ON I NOTE: ADJUST HEIGHT OF I REMOVE EXISTING FOUNDATION I -0WELL COMPACTED POROUS FILL I NEW FOUNDATION WALL SO I WALL TO BELOW NEW PORCH 1 0 S I I I THAT PROPOSED SLAB IS SLAB _ _ _ _ N r S FLUSH WI1H THE EXISTING EXISTING GIRDER -1 -1 I I w 2 2 I I I I I I SLAB (TYPICAL) I I ( (- -1 (- -1 - (_--I f -_I - - f 1 - f I - Ln - i NEW I I I I I L-_J L-_J L- L-_J L_� 8" POURED CONCRETE FOUNDATION I I I I WALL ON 8"X16" POURED CONCRETE L — — — — — � EXISTING STANDARDI I FOOTING MIN 36" BELLOW GRADE. I UNEXC STEEL PIPE COLUMN AVATED I ON A POURED CONCRETE ADJUST FOUNDATION ACCORDINGLY TO _ _ _ _ 4" POURED CONCRETE SLAB II I I MATCH EXIST. FIRST FLOOR ELEVATION OVER 6 MIL. POLYETHLENE FOOTING. TYP� ( ) VAPOR BARRIER ON WELL (TYPICAL) COMPACTED POROUS FILL EXISTING POURED CONCRETE 0 I I I I I I FOUNDATION WALL ON A POURED I I 22'-2" I 15'-6" 8" 8'_6" 8" 12'_8" 8" CONCRETE FOOLING TO REMAIN c Z �P I I Charles M. Thomas IL'- - - - - - - - - - - - - - - - - - - - - - - - -I - - - - - - - - - - -� - - - - - - - - - - - - - `� w I I a r c h i t e c I L — — — — — — — — — — — — — — — - (- DROP EXISTING ANCHOR AND BOND TO EXISTING REMOV E EXISTING FOUNDATION CHIMNEY —EXISTING r ` — ` — I I PO BOX 871 JAMESPORT, NY 11947 (631) 727-7993 FOUNDATION WALL FOR WITH #5 REBARS 12" O.C. WALL TO BELOW NEW PORCH EXISTING EXISTING POURED CONCRETE GARAGE DOOR VERTICAL (TYPICA ) SLAB I L FOUNDATION WALL ON A POURED — — — — — — — — — — — — — — — — — — — I PORCH ABOVE — — — — — — — — CONCRETE FOOTING TO REMAIN DROP NEW FOUNDATION WALL FOR NO CHANGE PROJECT GARAGE DOOR I ( POURED OVER }I E 6 MIL.ONCRETE B POLYETHLENE I — — VAPOR BARRIER ON WELL I � COMPACTED POROUS FILL 1'-10j" V-10 " 9'-3" 1'-3" 9'-3" 1'-9" 9'-3" 4'-6" 8'-6" 10'-4" 3'-8" — — — — — — — — — — — — — — — — — 23'-6" 82'-2" ADDITION EXISTING PROPOSED FOUNDATION 105'-8" PLAN DATE: 7/30/21 P FOUNDATION PLAN PROJECT No. DRAWING BY. CMT 2 SCALE: 1/4" = 1'-0" CHK BY. DWG No. ❑A o04- oo 4T 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 OCCUPANCY OR USE IS UNI-MAIFUL APPROVED AS NOTED WITHOUT C E RTI FI C 7 j E DATE: B.P.# 0 OF OCCUPANCY FEE: 5 O-D BY: r/ NOTIFY BUILDING DEPARTMENT AT 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: I. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE `0W,.'LY WITH ALL CODES Ot 2. ROUGH - FRAMING & PLUMBING 3. INSULATION NEWYORK STATE & TOWN CODE: 4. FINAL - CONSTRUCTION MUST AS REQUI AND CONDITIONS OF RE BE COMPLETE FOR C.O. SCUTHC'D T OWN ZBA ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW SOUTHOLD TOWN PLANNING BOARD YORK STATE. NOT RESPONSIBLE FOR SOUTHOLD TOWN TRUSTEES DESIGN OR CONSTRUCTION ERRORS. N`i'.S.DEC TRUSS PLACARDING REQUIRED RETAIN STORM WATER RUNOFF Fire veparation PURSUANT TO CHAPTER 23G required as per , • - - _ - OF TH,E TOWN_-CODE. NYS Code PLUMBER CERTIFICATION ON LEAD CONTENT BEFORE CERTIFICATE OF OCCUPANCY SOLDER USED IN WATER SUPPLY SYSTEM CANNOT EXCEED-2110 OF 1% LEAD. All exterior lighting - Installed,replaced or repaired shall conform PLUMBING t0 Chapter 172 ALL PLUMBING WASTE P & WATER LINES r<�_- of the Town Code TESTING BEFOI,,E COPE; Must provide Manuals D, J and Sasper NYS Energy Code Blo- rer door and ductwork testing required. i I THIS PROJECT IS IN COMPLIANCE WITH 2O20 RESIDENTIAL CODE OF NEW YORK STATE. ,•� 1 t;• `I� '�' `� .,' -" ARCH 1TECT REVISIONS D E S C R I P T 1 0 N I I PROPOSED NEW ROOF ROOF PITCH TO BE DETERMINED CONSTRUCTION BY MATCHING HEIGHT OF EXISTING ROOF RIDGE - 12 - — 1217n7 - 11 12 EXISTING QEXISTING (4) EXISTING ROOF FRAMING MATCH EXISTING (4) Ill TO REMAIN 12 SHINGLES TO MATCH EXISTING (4) MATCH EXISTING FRIE ROOF SHINGLES TO MATCH EXISTING EXISTING ROOF SHINGLES TO REMAIN PLATE HEIGHT TO MATCH EXISTING FASCIA TO MA PLATE HEIGHT OF FAMILY ROOM EXISTING EXTERIOR 'q DETAILS EXISTING SHINGLES 9'-2" PLATE HEIGHT �yvll TO REMAIN 6" FRIEZE BO C 2 ] EXISTING BE REMdVEDOW � (TYPICAL) SHINGLES TO RAFTERS TO WALL I LES TO IN 11 7'-4.5" T.O. WINDOWS MATCH EXISTING AS SHOWN MATCH EXISTING —� - - - '' / 5/4" WINDOW 5/ 4" WINDOW & DOOR SURROUNDS EXISTING EXISTING & DOOR SURROUNDS (i Y P I C A L) EX STING� � I I I CHIMNEY (TYPICAL " I I I I -� I CIW255 I I � EXISTING EXISTING SHINGLES L J TO REMAIN Lj ❑ w EXISTING SHINGLES T.O. FIRST FLOOR 5070 1TO REMAIN 9080 GLASS O.H. DOOR 9080 GLASS O.H. DOOR 9080 GLASS O.H. DOOR NOTE: GARAGE DOOR SELECTION PER OWNER 47'-6" EXISTING w LL ADDITION _ I I O 0 N 0 T E: �— L1J MATCH ALL EXISTING EXTERIOR DETAILS IE: FASCIA LINES, SIDING, ROOFING & RAKE ® Z d BOARDS O Q . z (� Lid � E FRONT ELEVATION O SCALE: 1/4" = 1'-0" ~ W o z Q0 C) O 0 Q cr n � Q U o C) (� o U o w � 0 ROM-PROPOSED ROOF CRICKET o BETWEEN EXISTING REVERSE GABLE ROOF PITCH H BE DETERMINED AND PROPOSED ROOF OVER SUN R00 n L� J BY MATCHING HEIGHT OF EXISTING PROPOSED NEW ROOF PROPOSED NEW ROOF LL_ SEE ROOF FRAMING PLAN CONSTRUCTION o EXISTING ROOF FRA r�ROOF RIDGE CONSTRUCTION J _ - SHI ROOF NGLES TO � � � TO REMAIN MATCH EXISTING 12 Q MATCH EXISTING (4) 12 12 s EXISTING L MATCH EXISTING (4) EXISTING ROOF ' - FASCIA TO MATCH SHINGLES TO REMAIN 8 - ROOF SHINGLES TO EXISTING EXTERIOR MATCH EXISTING DETAILS SHINGLES TO PLATE HEIGHT TO MATCH EXISTING MATCH EXISTING PLATE HEIGHT OF FAMILY ROOM 9'-2" PLATE HEIGHT L — 1 1 SHINGLES TO SHINGLES TO SHINGLES TO MATCH EXISTING MATCH EXISTING MATCH EXISTING 7'-4.5" T.O. WINDOWS Sc DOOR SURROUNDS EXISTING IF - - - (7YPICAL) 5/4 WINDOW & DOOR SURROUN S EXISTING EXISTING EXISTING EXISTING XISTIN (i YPICAL) Il N R EXISTNG SHINGLES 3056 3056 3052 3052 3056 3056 s X e COLUM �N NS TO REMAIN EGRESS EGRESS TEMP TEMP EGRESS EGRESS WRAPPED PE EXISTING BAY T OWNER WINDOW TO REMAIN FWH80611 T.O. FIRST FLOOR ADDITION EXISTING SUNROOM FOOTPRINT TO REMAIN THE SAME ADDITION Charles M. Thomas a r c h i t e c t PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 E REAR ELEVATION 2 SCALE: 1/4" = 1 '-0" PROJECT PROPOSED ELEVATION CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA DATE: 7/30/21 PROJECT No. DRAWING BY. CMT GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD FLOOD LIVE DEAD WALL SHEATHING CHK BY, SNOW DESIGN FROST ROOF UPLIFT LOAD USE/ HEIGHT FIRE TYPE OF MEAN DWG No. LOAD SPEED CATEGORY LINE DESIGN UNDERLAYMENT HAZARDS LOAD LOAD SUCTION LOAD OCCUPANCY AREA CONSTRUCTION ANNUAL TEM (MPH) WEATHERING pFpTH TERMINATE DECAY TEMP. REQUIRED CLASSIFICATION [A]_F0 0 1 - 00 45 PSF 130 B SEVERE 36" MODERATE SLIGHT TO i of 6 TO HEAVY MODERATE 11 YES FROM 1998 40 PSF 20 PSF PERIMETER EDGE ZONE = 6.72 PSF EDGE ZONE = 35.6 PSF R-3 31'-6 3/4" FIRST FL. =1,315 SF TYPE V FIRM MAPS INTERIOR ZONE = 51.4 PSF INTERIOR ZONE = 28.9 PSF SECOND FL. =906 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 RESTRICTION`.S. I I _ I THIS PROJECT IS IN COMPLIANCE WITH 2O20 RESIDENTIAL CODE OF NEW YORK STATE. ��9 "�,�.. � _ ..;,,, �: 1,•ti T REVISIONS D E S C R I P T 1 0 N PROPOSED NEW CONSTRUCTION ROOF FRAMING ROOF SHINGLES TO MATCH EXISTING PROPOSED NEW ROOF EXISTING ROOF CONSTRUCTION SHINGLES TO REMAIN 11 11111 ROOF SHINGLES TO MATCH EXISTING I Ill 1111 Ill Ill •12 3� EXISTING ROOF FRA ROOF SHINGL S TO ROOF SHINGLES TO TO REMAIN MATCH EXIS ING MATCH EXISTING FASCIA TO MATCH PLATE HEIGHT TO MATCH EXISTING EXISTING EXTERIOR PLATE HEIGHT OF FAMILY ROOM DETAILS 9'-2" PLATE HEIGHT 6" FRIEZE BOARD SHINGLES T (TYPICAL) MATCH (EXISTING 7'-4.5" T.O. WINDOWS 5/4" WINDOW 5/4" WINDOW & DOOR SURROUNDS EXISTING EXISTING & DOOR SURROUNDS (T Y P I C A L) EXISTING SHINGLES EXISTING G (T Y P I C A L) TO REMAIN WINDOW SHINGLES TO N -MATCH EXISTING m 3056 3056 3056 a d- EGRESS EGRESS EGRESS n �� _ o w Z 0 0 FWGI 8068 1 T.O. FIRST FLOOR z Ln CD � > 28'_0^ EXISTING SUNROOM FOOTPRINT TO REMAIN THE SAME g•_6CD 00 EXISTING ADDITION W I UJ O Q0 z o E SIDE ELEVATION U 3 SCALE: 1/4" = 1'-0" ~ o W UU CL CD � U � 0 � Q e � PROPOSED NEW RO F CONSTRUCTION PROPOSED NEW ROOF CONSTRUCTION FASCIA TO MATCH ROOF SHINGLES TO ROOF SHINGLES TO EXISTING EXTERIOR MATCH EXISTINGii .jim I I MATCH EXISTING DETAILS PLATE HEIGHT TO MATCH EXISTING PLATE HEIGHT OF FAMILY ROOM 9'-2" PLATE HEIGHT 6" FRIEZE BOARD 7'-4.5" T.O. WINDOWS T (TYPICAL) 5/4" WINDOW & DOOR SURROUNDS (TYPICAL) Charles M . Thomas N SHINGLES TO SHINGLES TO o MATCH EXISTING MATCH EXISTING 3056 3056 3056 3056 a r C h I t e C t EGRESS EGRESS EGRESS EGRESS PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 COLUMNS WRAPPED PER FIRSTL OWNER PROJECT PROPOSED SECOND E SIDE ELEVATION FLOOR PLAN 4 SCALE: 1/4" = 1'-0" DATE: 7/30/21 PROJECT No. DRAWING BY. CMT CHK BY. DWG No. [A]-Fo02-00 20F6 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. THIS PROJECT IS IN COMPLIANCE WITH 2O20 RESIDENTIAL CODE OF NEW YORK STATE. 65'-5" PROPOSED ADDITION EXISTING HOME ejr � P 19'-0" 13'-6" 4'-0" 21'-3" .. EXISTING FOOTPRINT TO REMAIN � ,c� `• "�, y�1 L E G E N D (3) 11 7/8" ML HEADER , - - - - - EXISTING 0 0 —--- - TO BE REMOVED REVISIONS / D E S C R I P T 1 0 N =1 ( PROPOSED (_ PATIO 0 - PROPOSED FRAME WALL I BLUE STONE 0 EXISTING WINDOWS TO BE REMOVED r 3'-74" 5'-104" I V-104" 3'-7 r 2'-8i" 7'-11�" 7'-11 2'-81 �� i I 6'-3" 7'-3" 2'-0" 2'-0" 8 4 $ EXISTING DOOR TO BE REMOVED M 306 306 M �� EGR SS FWG 8070 EGRESS 3-1 3/4" X 9 1 " MICROLAM HDR EXISTING `" In I HD INSULATION I N DECK LO IN COMPRESSED LO L NO CHANGE M AREAS I M 0 LINE OF EXISTING w 1 2"X10" CE ING JOISTS 1 w 0 15" O.C. W R-4 BATT INSULATION I DECK TO REMAIN I- I o al LINE NEW a i PROPOSED CONSTRUCTION I MASTER 1 1 01 LINE NEW Z n W BEDROOM J z CONSTRUCTION KING ol0 1 < (TYPICAL) 3) 9 1/ " ML HDRuj 3 56 FWG 12 70-4 3 56 r? BED SMOKE DETECTOR < 1 r ( 3 P2 3-I 3/4" X 11 7 '8" MICROLAM HDR 6'X6" POST ~ - - — 6r 6r. X6`POST w - 1 � 3-1 3/4" X 9 1/2" M CROLAM HDR iV N O PROPOSED co TRAY CEILING TO 10'-0" w c0 `a to 11 C LREESTAN�D SHOWER REAR r7 oU BLENTSRTY 4"X6"POST 04 I 1 �' In I 1 18' 0" 1 13'- ' 4'-0" "' 20' 3" It 1 3'-0" 4'•, 6'-2" 4' 3'-4" O NEW CONSTRUCTION o I �" PROPOSED =_ \ (TYPICAL) _ w 2"pc10' ROOF RAFTERS 2"X10" ROOF RAFTI RS MASTER I �0 M c� I ® 6" O.C. 0 16" O.C. 1 �O o 0 O W BATHROOM 2'X10" RR 0 16" O.C. w 2'X10" RR 0 16" O.C. o 125 CFM EXHAUST W. R-38 HD INSULATION ' 0 W. R-38 HD INSULATION N 00 F O FAN TO EXTERIOR a0 F I ' O 3: a z L1J O n' EXISTING x O¢ �� = uj W U o - - - - - - - - II I- 12'-8" 5'+ 3'-0" 6'-6 3'-0" SUN ROOM = M = I �w o M �o oZo IL CATHEDRAL CEILING _ PROPOSED I CLOSET SST I F.F 1 1 = WI I = LINE OF EXISTING KEEP SAME FOOTPRINT BUT X 0 N to N CO �o o co 2"X4" WALLS TO RE-FRAME WITH 6" WALLS TO `� LO I 1 CLOSET do I �yo� BE REMOVED NEW PLATE HEIGHT = SMOKE W ( L i ( O,O � O`DETECTOR 111Q � — — — — — — — — CARBON = NEW CONSTRUCTION ©~MONOXIDE DETECTOR I 0 ZO (TYPICAL) LLJ O ( rXoo O 0 4'-0" Q O _¢ fr 10 PROPOSED EXISTING HALF BATH o� 'n Np = 1 = 125 CFM EXHAUST / Q o M O FAN TO EXTERIOR E) ��\S -� \�\N Q U Q Of co L0 I EXISTING / \C EXISTING ( l I U EXIST'NG Q � U �J LINE 0 EXISTING LiJ WALLS TO REMAIN m ( � CLOSET LINE OF EXISTING co of ____ — — — — —__—_= STEP UP TO BE REMOVED O (T PICAL) (� L I I o BATH 0 LINE OF EXISTING I I 1 m 1 I NO CHANGE NLO EXTERIOR WALLS PROPOSED a c0 O D_ of I I TO BE REMOVEDI 3 CAR GARAGE 1 I 10 `�0,0 I °�° N Q � LO PROPOSED n� EXISTING ¢ z 1= Of W KITCHEN �- z Iz 7- MUD U aI ( 1HR. RATEDb EXISTING EXISTING Ln �I I 5/8" TYPE X SHEETROCKoop ROOM w� NO CH AN I DINING ROOM O o W MASTER X Q 041 WALLS & CEILING �`� 1 w L — LINE OF EXISTING Q> EXISTING P AT NO CHANGE w o SMOKE WALLS TO REMAIN O �f 0 BEDROOM JP O -oETECioR HEIIGHT 12' 6" ¢ (TYPICAL) Lr } Z n PROVIDE TILED SHOWER O NO CHANGE r r "(� I ' �p K PAN & PITCH TO DRAIN O Q 1- 6-O" LONG 2'X1O" C LAR TIES 0 16" O.C. P I Ld O WASHER. VENT DRYER m J N N z TO EXTERIOR Y 1 O X JI 12-6" ABOVE NISHED SLAB 00 �� D o EXISTING PLATE ' F EXISTING W ov 1 1 cn _ I HEIGHT 9'-2" O I BATH EXISTING NO CHA CLOSET 01 = 1 I II I I I N I 1 cD I I I C)I NO CH A E I I _z1 I 1 (o ° 0) i� oo w EXISTIWG COLU _ 1 I 1 1 a — — — — — — EXISTING COLUMN N N I W �, — — I I� °� — PROPOSJD TO REMAIN TO REMAIN O iv ��TT"ii o RIDGE �� I 11 Z N EXISTING STEP UP ? EXISTING w II N II IJ a 1 I \ 2 6'-2" EXISTING o N N EXISTING RIDGE CLOSET = S 2"X1 ROOF RAFTERS 2"X10" ROOF RA TERS FAMILY ROOM - NO CHANGE o z LINE OF EXISTING - - - - I O 2 O 16" O.C. HD R-36 INSULATI 0 16 W HD R-38 INSU_TIOf� _ �o c� ° w WALLS TO REMAIN Z NO CHANGE Z I ," TYPICAL N N S DIN x 2 i t tiF�(q. 11 I I 10 °En- N w 1 LLJ - EXISTING STAIR EXISTING LINE OF EX NG ryOO I-w x EXISTING FE DOWN TO UNFINISHED CLOSETNO EXISTING I W w PARTITION LS 1 Li' tL BASEMENT TO REMAIN CLOSET F O EXISTING RR TO BE TRIMMED O✓O LIVING ROOM I EXISTING HANDRA ( \ TO BE RE ED Q> Z CHANGE NO CHANGE II II II 1 II II r 1 II (TYPIC TO WALL AS SHOWN �r NO CHANGE U1 TO REMAIN N II II i 1 I I I 11 1 1 1 EMOVE EXISTING ROOF EXISTING RR & CJ TO O- W EXISTING ROOF RAFTERS M II 1�2'_gFi I II II 1 AFTERS REMAIN _ o TO REMAIN z 15- 8. 6rr 13'-4' o �Q PROF OSED = I 0� 1 I 3-1 3/4' X 9111/2" ENTRY 1 `�' EXISTING 0� EXISTING II II II II II MICROLAM I�qR BEDROOM BEDROOM 1 dd I II BLUE TONE EXISTING a 1 I I 1 1 — I 9080 O.H. D R 4"X6" POST FIRE PLACE z~ c� � -- — — — — — — — — (2) 11 7/8' ML HEADER NO CHANGE N NO CHANGE 10/1 - - - - _ - -- W w Charles M. Thomas II 3-1 3/4" X 9 1/2" 11 11 3-1 3/4' X 9 1/2" 1 0 CW 55 Ex1srlNc MICROL M H R MICROLAM HDR 1 EXISTING G04 C1 r C h I t e C t REMOVE EXISTING C BAY PO BOX 877 JAMESPORT NY 11947 631 721-7993 9080 O. DOOR 9080 O.H. DOOR WINDOW & REPLACE WITH EXISTING ' � ) WINDOWS AS SHOWN Simpson Strong-Tie HDU (CORNER HOLD DOWN) EXISTING (TYPICAL THROUGHOUT, SEE DE AIL) EXISTING EXISTING PROJECT 6'-6" 10'-6" 6'-6" 6'-4" 9'-2" 4'-3" 4'-3" 4'-4" PORCH NO CHANGE 23'-6" 15'-6" 8'-6" NOTE: EXISTING 3 BEDROOM, 1 BATHROOM HOME TO UNDERGO ADDITION ADDING 1 BEDROOM AND 1.5 BATHROOMS TO THE HO R. 47'-6" 58'-2'r THE PROPOSED ADDITION WILL MAKE THE HOME A 4 BEDROOM, 915 PROPOSED ADDITION EXISTING HOME BATHROOM HO PROPOSED FIRST FLOOR 105'-8" PLAN P PROPOSED FIRST FLOOR PLAN SCALE: 1/4" = 1'-O" DATE. 7/30/21 PROJECT No. EXISTING HOUSE— 1928 SOFT DRAWING BY. CMT PROPOSED ADDITION— 1073 SOFT DIN BY. DWG No. EXISTING GARAGE— 754 SOFT >cn PROPOSED GARAGE— 1073 SOFT W-FO-0-31-FO-01 3OF6 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 WHO_E 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 WITH 2O20 RESIDENTIAL CODE OF NEW YORK STATE, 36'-6" ADDITION EXISTING c 01 19'-0" 13'-6" 4'-0" EXISTING SUN ROOM FOUNDATION 44'-2" I� TO REMAINARCHITECT REVISIONS D E SCR I P T ION I I PROPOSED — — — — — — — — — — — — — UNEXCAVATED I o 4" POURED CONCRETE SLAB aD I OVER 6 MIL. POLYETHLENE o0 i� VAPOR BARRIER ON WELL COMPACTED POROUS FILL PATIO ABOVE I I o - - - - - - - - - - - - - o n I So EXISTING 17'-8" I ; 0 DECK ABOVE N I 8"X16" SCREEN a I NO CHANGE CRAWL SPACE VENT (TYP.) NEW 8 POURED CONCRETE FOUNDATION WALL LO ON 8"X16" POURED CONCRETE FOOTING iD I I o I l i� MIN 36 BELLOW GRADE. ADJUST I UNEXCAVATED FOUNDATION ACCORDINGLY TO MATCH i� 4" POURED CONCRETE SLAB OHO I I EXIST. FIRST FLOOR ELEVATION (TYPICAL) OVER 6 MIL. POLYETHLENE VAPOR BARRIER ON WELL COMPACTED POROUS FILL 6'-1" 7'-5" 11 360 SERIES TJI JOISTS — — — — — DROP EXI FOUNDATION WALL FOR CRAWL SPACE) I EXISTING FOUNDATION ACCESSI — — — — — — — — — F WALL TO REMAIN BEAM POCKET 8" 19-11" 8 EACH I I I � (TYPICAL AN� PROPOSED GIRDER INTERSECTION) I I N I I N CRAWL I I �' I I ANCHOR AND BOND TO EXISTING SPACE NOTE: ADJUST HEIGHT•OF NEW WITH #5 REBARS 12" O.C. VERTICAL 4" POURED CONCRETE SLAB r -, FOUNDATION WALL SO THAT SUBFLOOR I — (TYPICAL) I I W OVER 6 MIL. POLYETHLENE OF NEW FJ ARE FLUSH WITH THE VAPOR BARRIER ON WELL I EXISTING SU�FLOOR. I I I COMPACTED POROUS FILL tt (TYPICAL) 13'-2" cn 4'-8" I I WALL EXISTIN 0 ROEMADN TION I F L 0 0 I II III III L E G E N D9 - F- . LLJ EXISTING W o EXISPKI oo EXISTING SUN ROOM SLAB TO oD N ~ OOt FOUNDATION I I I WALL TO REMAIN -I REMAIN .I I -——— - TO BE REMOVED \j— N N IN P URED C NCRETE FOUNDATION WALL L_ `D F- 8"X16" SCREE .� - PROPOSED FRAME WALL G z CRAWL SPACE VENT ON 8"X16" POURED CONCRETE FOOTING 3 1/2 STANDARD, STEEL PIPE I I z ® Ln 00 (�') MIN 36" BELL W GRADE. ADJUST o 00 I I I I I EXISTING WINDOWS TO BE COLUMN ON A 30 X30"X15 MLkiFOUNDATION CCORDINGLY TO MATH �, DEEP POURED CONCRETE � REMOVED F— `O a N 3'-g I EXIST. FIRST LOOR ELEVATION (TYPICAL) FOOTING. (TYP) I ( I I �� I EXISTING DOOR TO BE REMOVED N II W - - — - - - - - - - - - - - - - - - - - � EXISTING STAIR �� Q — — — — — — — — — — z O NOTE: ADJUST HEIGHT OF FOUNDATION lup O WALL SO THAT 'TOP OF NEW FINISHED SLAB F 0 IS FLUSH WITH 7HE EXISTING SUBFLOOR. o I I I REMOVE EXISTING FOUNDATION F= (TYPICAL) T I WALL TO BELO NEW SLAB — O 29-11" `r I I 9-0 EXISTING FOUNDATION — — — — — — — — FL.LI— 0 U O _ _ - - - � -- - - - - - - WALL TO REMAIN - - - - - - - - - - - - - - O 00 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ — _ EXI TING POURED CONCRETE FO NDATION WALL ON A POURED I I � W REMOVE EXISTING FOU DATI N I I CONCRETE FOOTING TO REMAIN cr') ANCHOR AND BOND TO EXIS i u> O (— REMOVE EXISTING FOUNDATI I I ,� WALL TO BELOW NEW P0� B I I � I I WALL TO BELOW NEW SLAB I WITH #5 REBARS 012' S VERTICAL (TYPI I I I O //�� 8.. 12'-7" 8 46-11 I I 8.. n I I I � J �/ �J 60'-2" I I u� EXISTING UNFINISHED Of I I 0 0 REMOVE EXISTING I BASEMENT REMOVE EXISTING GARAGE SLAB & PREP U- GARAGE SLAB & PREP FOR NEW SLAB NO CHANGE 0� PROPOSED I I FOR NEW SLAB I I I F p UNEXCAVATEDI I I I x4" POURED CONCRETE SLAflI SMOKE XPROPOSED OVER 6 MIL. POLYETHLENE U2 OS —DETECTOR W rn I I 4" POURED CONCRETE SLAB W/ I I I I co UNEXCAVATED I I VAPOR BARRIER ON WELL I I CARBON N 6X6 1OX10 WWM OVER 6 MIL. I N COMPACTED POROUS FILL EXISTING SLAB TO REMAIN I ©� MONOXIDE POLYETHYLENE VAPOR BARRIER ON I I 4" POURED CONCRETE SLAB W/ I DETECTOR WELL COMPACTED POROUS FILL I I 6X6/ .10X10 WWM OVER 6 MIL. I I I w N POLYETHYLENE VAPOR BARRIER ON NOTE_ ADJUST HEIGHT OF REMOVE EXISTING FOUNDATION I I I x o WELL COMPACTED POROUS FILL I I NEW FOUNDATION WALL SO I ITHAT SLAB IS WALL TO BELOW NEW PORCH _ 2 I I I I I FLUSH NTHTHE EXISTING I SLAB I _ _ _ r _ _ r— I CO F S 11 11 I I SLAB (TYPICAL) I I g EXISTING GIRDER _ I w 2 . am_ _ 'f N E W I I I L___J L-__J L_ zJ L L-__J L_--� 8' POURED. CONCRETE FOUNDATION L_ I I I EXISTING STAN WALL ON 8'X16" POURED CONCRETE — — — — — DARD FOOTING MIN 36" BELLOW GRADE. UNEXCAVATED STEEL PIPE COLUMN ADJUST FOUNDATION ACCORDINGLY TO _ — — — — 4" POURED CONCRETE SLAB I ON A POURED CONCRETE I I MATCH EXIST, FIRST FLOOR ELEVATION I F I OVER 6 MIL. POLYETHLENE I FOOTING. (TYP) VAPOR BARRIER ON WELL (TYPICAL) III I I I I COMPACTED POROUS FILL I EXISTING POURED CONCRETE O FOUNDATION WALL ON A POURED o CONCRETE FOOTING TO REMAIN ``� 22'-2" 15'-6" 8" 8,_6" d 8" 12'-8" 8.. 0 Ln IIL�-- -- - - - - - - = - - - - - - J - - - - - � L - - - - F� Charles M. Thomas 0 — CO W - - - - � ( a r c h i t e c t - - - - - - - - - - - - ---I DR (STING ANCHOR AND BOND TO EXIS REMOVE EXISTING FOUNDA N EXISTING L — FOUNDATION WALL FOR WITH #5 REBARS 012" O.C. WALL TO BELOW NEW PORCH CHIMNEY EXISTING EXISTING POURED CONCRETE I PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 00 GARAGE DOOR VERTICAL (TYPICAL) SLAB I PORCH ABOVE ` FOUNDATION WALL ON A POURED DROP I NO CHANGE CONCRETE FOOTING TO REMAIN I PROJECT GARAGE DOOR FOUN AT WALL FOR 4" POURED CONCRETE SLAB G I OVER 6 MIL. POLYETHLENE I — VAPOR BARRIER ON WELL F_ — COMPACTED POROUS FILL 1'-102" 1'-104" " 9'-3" V-3" 9'-3" 1 -9 9'-3" 4'-6" 8'-6" 10'-4" 3'-8" — — — — — — — — — — — — — — — — 23'-6" ADDITION 8 '-2 EXISTING 105'-8" PROPOSED FOUNDATION PLAN DATE 7/30/21 P FOUNDATION PLAN PROJECT No. 2 SCALE: 1/4" = V-0" DRAWING BY. CMT CHK BY. DWG No. [A]- 00 - 00 4OF6 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.MSUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. THIS PROJECT IS IN COMPLIANCE WITH 2O20 RESIDENTIAL CODE OF NEW YORK STATE. " ` 7. I RT 4c2 gr Z) , ,`, ,f � ARCHITECT (3) 11 7/8 ML HEADER REVISIONS D E SCR I P T ION w w o o Q a NEW 2"X10" rr PRO SED NEW 2"X10" rr CID 0 16" OC. PATIO 0 16" OC. co 3056 3056 .� EGRESS FWG18070 EGRESS EXISTING DECK NO CHANGE Ln In w Of w g I NEW 2"X10" rr I NEW 2"X10" rr 0 16" OC. 0 16" OC. ri PROPOSED AS I ER PROPOSED LAY SHED RO F FWG 12 70-4 EGRESS KINU BED T M P Q FREESTANDING C' k TUB / \ PROPOSED y / �I BATHROOMuj ! � W w NEW 2"X10" rr NEW 2"X10" rr . �' ` <" NEW 2"X10" rr I NEW 2"X10" rr 0 16" OC. "'°° 0 16" OC. `y 0 16" OC. ® 16" OC. o 00 I I I 1° EXIS ING w SUN OOM X _ d- W z0 < y �— LINI T / � CATHED9 L CEILING 0 LOSES - WI \ Xn� Ln O X k V / } \ Q I c MONMID� p O x W 0 N z 'S ® UM-PROPOSED ROOF CRICKET 0 w \ BETWEEN EXISTING REVERSE GABLE EXISTING JLRI* O�P Z AND (SEE ROOF FRAMING PLAN)ROPOSED ROOF OVER SUN R00 \tJ F z 0 z EXISTING '� \ EXISTING EXISTING Q NEW 2"X10" rr NEW 2"X10" rr \ 0 16" OC. 0 16" OC. Y BATH Q 4 \ �X \/'xy BATH �— w /V X STING rr @ 16" OC. I NO CHANGE LLJ EXISTING \ Xxx ? KITCHEN Exlsrwc EXISTING N �— F�% �X , /�� ' �lT.. NO CHANGE 1 DINING ROOM 0 0 MASTER w 0 �— /' y / /' /�/` }• NO CHANGE - BEDROOM Q— 0 EL/ is, v SHED R00 RIG k X ifl �CR I C ET z NO CHANGE ® U �x � _ X \ 00 F= 3 ® - - - - w - - N ® x EXISTING w Lu Z TH a Ld I �� EXISTING rr 0 16" OC. BANO CHA G EXISTING — — CLOSET -i o NO CH A E 3 CAR GARAGE m _ _ — — — — — — _ o 114 1HR. RATED 5/8" TYPE X SHEETROCK -1 L. EX STING Z ep 0 — — — — — zQ O FA I L R 0 X EXISTING RID E EXISTING S .- X. NO C ANGE - 2 N — — N cD I NO CHANGE S NEW 2"X10" rr NEW 2"X10""rrN a W ® DN 2 0 16" OC. 0 16 C. 4,1'y% z — — — — u — — z EXISTING EXISTING II�� IT ^ CLOSET "C �O CLOSET CHANGE NO CHANGE �O �F'� EXISTING w co In LIVING ROOM Ln NO CHANGE p r� c� 0fl6 €$ NT Y /E>I TING r 0 16" OC. I EXISTING io EXISTING EXISTINGTO EMAIN BEDROOM BEDROOM Charles M . Thomas op FIRE PLALACE NO CHANGE z NO CHANGE F- II II II II - - — - - N w c� CW255 EXISTING w a r c h i t e c t 9080 O.H. DOOR 9080 O.H. DOOR EXISTING CHIMNE" EXISTIN PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 G TRIM EXISTING ROOF RAFTERS TO WALL AS > SHOWN PROJECT EXISTING PORCH EXISTING EXISTING ADDITION EXISTING ROOF FRAMING PLAN P ROOF FRAMING PLAN DATE: 7/30/21 PROJECT No. SCALE: 1/4" = 1'—O" DRAIMNG BY. CMT CHK BY. DWG No. . 0- 005-00 5OF6 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.MSUAL 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. Imlq r� ARCH ITECT CS16 R TER TO WALL STUD TO BAND JOIST (14) 10d x 1 /2" FASTENER (20) 1Od x 1 1/2" FASTENER TYPICAL ROOF CONSTRUCTION ° qT REVISIONS D E SCR I P T ION ROOF SHINGLES TO MATCH EXISTING ROOF PITCH TO BE DETERMINED ° of MTS16 EXISTING ROOF FRA G PROPOSED 11 �" ML R E BY MATCHING HEIGHT OF EXISTING OVER 15# ROOF FELT ON 1/2" COX 'PLYWOOD SHEATHING. D35 TO REMAIN ROOF RIDGE 2"X1O" ROOF RAFTERS 0 16" O.C. ' W/ HD. R-38 INSULATION IN COMPRESSED AREAS ° ROOF PITCH OF SHED ROOF TO BE 12 PROPOSED NEW Rif, DETERMINED BY MATCHING HEIGHT PITCH TO MATCH TYPICAL CEILING CONSTRUCTION CONSTRUCTION OF SUN ROOM RIDGE HEIGHT EXISTING RIDGE HEIGHT 2"X8" COLLAR TIES 24" O.C. NF{y 2" X 10" CEILING JOISTS 0 16" O.C. , W/ R-49 BATT. INSULATION ° PITCH TO MATCH RIDGE 12v " D C' (PROP SED RR® PROPOSED NEW ROOF MTS 12 ° HEIGHT OF SUN ROOM NEW 2"X1O" RR 16 RIDGE �B"OC CONSTRUCTION ° PLATE HEIGHT TO MATCH EXISTING LTP4 PLATE HEIGHT OF FAMILY ROOM MATCH EXISTING LTP4 FASCIA 9'-2" PLATE HEIGHT NEW 2"X10" C.J. 0 16" O.C. NEW 2"X1O" C.J. 0 16" O.C. �(3) 9R SHEET ROCK I Upllft connectors shall WALLS AND CEILING bypass each other to (2) 11 ML HEADER prevent rain T_-4.5" T.O. WINDOWS D'�0 LTP4, spacing as required for p cross-grain LINE OF NEW LINE OF EXISTING LINE OF NEW TYPICAL WALL CONSTRUCTION shear. SSP s CONSTRUCTION WALL TO REMAIN CONSTRUCTION spacing for uplift, tension Of band joist. MATCH EXISTING SIDING. TYVEK HORSE WRAP J" CD X PLYWOOD SHEATHING ON 2"X6" WD. STUDS 0 16" O.C. PROPOSED SILL TO RIM JOIST REAR PROPOSED PCLST MUD PROPOSED ROOM CLOSET ENTRY POSED PROPOSEDR-21 INSULATION (12) 8d x 1 1/2" FASTENER ENTRY HALL n RAFTER TO WALL SCALE: N.T.S. 4" POURED CONCRETE SLAB BLUESTONE OVER 6 MIL. POI,YETHLENE BLUESTONE PER OWNER VAPOR BARRIER ON WELL T.O. FIRST FLOOR PER OWNER COMPACTED POROUS FILL M PROPOSED 11 �" TA 360 SERIES JOISTS 0 16" O.C. 4" POURED CONCRETE COMPACTED FILL Ridge Beam PROPOSED COMPACTED FILL SLAB W/ 6X6/ 1OX10 WWM OVER COMPACTED FILL PROPOSED 6 MIL. POLYETHYLENE VAPOR f�: BARRIER ON WELL COMPACTED 4" POURED CONCRETE SLAB/ CRAWL SPACE POROUS FILL rl EXISTING FOUNDATION WALL TO ° o I OVER 6 MIL. POLYETHLENE 4" POURED CONCRETE SLAB OVER 6 EXISTING FOUNDATION WALL TO REMAIN VAPOR BARRIER ON WELL Z MIL. POLYETHLENE VAPOR BARRIER I ° I COMPACTED POROUS FILL BE REMOVEDSLAB TO UNDER NEW o I ON WELL COMPACTED POROUS FILL I ° I I I 2"x6" ACO SILL PLATE RIDGE '� '---_ I° I TERMITE SHIELD, SILL SEALER, N E W �� A] ft� 5/8" DIA. ANCHOR BOLTS 8" POURED CONCRETE FOUNDATION 8' POURED CONCRETE FOUNDATION RAFTER MSTA I I 026"-0" O.C. WALL ON 8"X16" POURED CONCRETE I I WALL ON 8"X16" POURED CONCRETE °I FOOTING MIN 36" BELLOW GRADE. FOOTING MIN 36" BELLOW GRADE. ADJUST FOUNDATION ACCORDINGLY TO ADJUST FOUNDATION ACCORDINGLY TO I I z MATCH EXIST. FIRST FLOOR ELEVATION EXIST. FIRST FLOOR ELEVATIONw=- W 0 ( (TYPICAL) F ) Simpson Strong Tie z 0 WITH CEILING COLLAR TIES ® 32" O.C. O 0 s CROSS SECTION CS-20x18" MIN. WITH (7) 10d COMMON NAILS Simpson Strong-Tie ® < d- PER RAFTER INSTALLED OVER PLYWOOD Ln SCALE: 1/4" = 1' 0" RIDGE STRAP TIE ADJUSTABLE HANGER CD --� SCALE: N.T.S. SCALE: N.T.S. Q U w 0 z z � O 0 0 (f� 0 U O —I > O 0 PROPOSED 11 ML R E PROPOSED NEW ROOF CD J CONSTRUCTION ROOF PITCH TO BE DETERMINED BY MATCHING HEIGHT OF EXISTING O O ROOF RIDGE 12 C11-1 a EXISTI G 4 r 12 " C Nf " aMATCH EXISTING 4 12 " RR®�6 0 w2klp"RR E ( ) MATCH EXISTING (4) � Nr`W 2"X10 0 16"OC S 26'-0" LONG 2"X10" COLLAR TIES CAA 16" O.C. MATCH EXISTING FASCIA NEW 2"X1O" RR @ 16" O.C. G RAF RpFjER 12-6 ABOVE FINISHED SLAB � EX�SSIN PLATE HEIGHT TO MATCH EXISTING 26'-0" PLATE HEIGHT OF FAMILY ROOM 9'-2" PLATE HEIGHT NEW 2"X1O" CJ @ 16",A: o LINE OF EXISTING T-4.5" T.O. WINDOWS ROOF OVER EXISTING L" SHEET ROCK GARAGE TO BE / WALLS AND CEILING r e W REMOVED EXISTING RR TO BE I _J i TRIMMED TO WALL = i4 a i AS SHOWN EXISTING F EXISTING N Nt = = PROPOSED G ROPOSE N PROPOSED N Q FAMILY ROOM N LIVING ROOM rF 3 CAR GARAGE CLOSET MUD ROOM NO CHANGE W NO CHANGE r LINE OF NEW 1 HR. RATED LINE OF NEW F CONSTRUCTION 5/8" TYPE X SHEETROCK CONSTRUCTION LINE OF EXISTI w WALLS TO BE I I WALLS & CEILING 4" POURED CONCRETE SLAB REMOVED 0 ER 6 MIL. POLYETHLENE 4'VENT / POR BARRIER ON WELL LINE OF EXISTING NXTSOTILIVING OOM THRU ROOF REMOVE EXISTING 4" POURED CONCRETE SLAB W WALL TO REMAIN T.C. FIRST FLOOR GARAGE SLAB & PREP 6X6/ 1OX10 WWM OVER 6 MIL. MPACTED POROUS FILL (�) FOR NEW SLAB I I POLYETHYLENE VAPOR BARRIER ON WELL COMPACTED POROUS FILL COMPACTED FILL WELL Charles M . Thomas EXISTING SLAB TO REMAIN I NOTE: ADJUST HEIGHT OF HOUSE COMPACTED FILL I� NEW FOUNDATION WALL SO 2"x6" ACO SILL PLATE REMOVE EXISTING FOUNDATION N E W THAT PROPOSED SLAB IS EXISTING FOUNDATION a r C h I t e C t TERMITE SHIELD, SILL SEALER, WALL TO BELOW NEW PORCH 8" POURED CONCRETE FOUNDATION FLUSH WITH THE EXISTING WALLS TO REMAIN I I 5/8" DIA. ANCHOR BOLTS SLAB SLAB (TYPICAL) r �2' I I PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 026"-0" O.C. WALL ON 8"X16" POURED CONCRETE I FOOTING MIN 36" BELLOW GRADE. �1_1�2,V q>--2'y EXISTING FOUNDATION ADJUST FOUNDATION ACCORDINGLY TO WALLS TO REMAIN j I I PROJECT MATCH EXIST. FIRST FLOOR ELEVATION LAVILAV I W.C. I (TYPICAL) FRESH AIR INLET I ELD EL I a I SHOWER N FIRST FLOOR 1-1/2' 3' 2' L2' s CROSS SECTION CONNECT TO APPROVED P.V.C. PIPE PITCHED 2 SCALE: 1/4" = 1'-0" F.A.I. & SANITARY SYSTEM AS PER N.Y.S. CODE CROSS SECTION PLUMBING RISER DIAGRAM SCALE: N.T.S DATE: 7/30/21 PROJECT No. DRAWING BY. GMT CHK BY. DWG No. . 0- 006- 00 6 OF 6 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 ARCH ITECT.VISU AL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. I _ TOP PLATE FRAMING TO ACCOMADATE TABLE R 301.7 CORNER AND PARTITION POSTS ALLOWABLE DEFLECTION OF STRUCRURAL MEMBERS X, . PIPING — R 6 0 2. 7. 2 STUCTURAL MEMBER ALLOWABLE E� RAFTERS AND CEILING DEFLECTION JOISTS OR APPROVED _�:6RDOF TRUSS6 ATOP PLATES / i RAFTERS W/ GREATER L 180 cI� SLOPES THAN W/NO TOP PLATES e �rf M FINISHED CEILING TOP PLATE SECOND STORY TOP PLATE- GYPSM BOARD INSTALCE� INTABLE 3.1 ATTACHED TO RAFTERS SEE DRILLING AND 16d NAIL AT 24 O.C. STUD INTERIOR WALLS AND H/180 JOIST IS PERMITTED TO NOTCHING PROVISIONS ACCORDANCE WITH PARTITIONS FLOORS AND PLASTERED L/360 STUD R JOIST- BE CUT OR NOTCHED MIT BORED HOLE MAX CEILINGS FLOG BETWEEN THESE LI S WALL STUD SEE DRILLING AND SEE DRILLING AND DIAMETER 60% MEMEaERs STRUCTURAL L/240 BORED HOLE MAX z BOTTOM PLATE NOTCHING PROVISIONS NOTCHING PROVISIONS - OF STUD DEPTH OF STUD DEPTH WFCM SECTION 3.3.1.1.1 EXT. WALLS W/ PLASTER OR H/360 _ WFCM SECTION 3.4.1.1.1 WOOD STRUCTURAL PANEL STUCCO FINISHE 5/8" MIN. TO EDGE — �- 1/3 SPAN 1/3 SPA NSTAWFCMINAACCORDANCE CO DANCE 5/8" MIN. TO EDGE EXT. WALLS-WIND LOADS L/240 d NAIL AT 6 O.C. O -L ALL PANEL EDGES) „ WITH BRITTLE(b) FINISHES T 8d NAIL AT 12 O.C. ON ALL EXT. WALLS-WIND LOADS L/240 5/8 MIN. TO EDGE JOIST ENDS TO BE FRAMING MEMBERS NOT AT NOTCH MUST NOT EXCEED WITH FLEXIBLE(a FINISHES NOTCH MUST NOT EXCEED \A�D BRIDGIING BLOCKED AGAINST a CORNER DETAIL PANEL EDGES 40% OF STUD DEPTH NOTES: L= SPAN LENGTH, H = SPAN HEIGHT 25% OF STUD DEPTH .TOP PLATE BAND JOIST ROTATION IN ACCORDANCE ( ) a. The wind load shall be permitted to be taken as 0.7 times the cn OR BLOCKING SEE WFCM SECTION 3.3 WITH WFCM 3.3.1.3-END RESTRAINT'S GYPSM BOARD INSTALLED IN component and cladding loads for hte purpose of the determining BORED HOLES SHALL NOT w d NAIL AT 6 O.C. deflection limits herein. AND 3.3.1.4 BRIDGING ACCORDANCE WITH WFCM TABLE 3.1 BORED HOLES SHALL NOT 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 of the cantilever. CROSS SECTION OF CUT OR 5/ " MIN. TO EDGE c. For aluminum structural members or paneles used in roofs or DOUBLE AND STUDS MORE THAN TWO 1 IN.x4 IN. RIBBON walls of sunroom additions or patio covers, not supporting edge of SUCCESSIVE STUDS ARE DOUBLED LAP JOIST 3 IN. MIN. CUT INTO STUD o glass or sandwich panels, the total load deflection shall not AND SO BORED cr) BAND JOIST exceed L/60. For sandwich panels used in roofs or walls of z cv BOTTOM PLATE FOR FIRE BLOCKING O r, WOOD STRUCTURAL PANEL sunroom additions or patio covers, the total load deflection shall Cn N � OR BLOCKING 16d NAIL AT 24" O.C. INSTALLED WFCMI T BLEO 3.1 RDANCE WFCM 2015 SB C H I GH WIND EDITION not exceed L/,20 TABLE R 301.2.2.2.1 WFCM 2015 SB C HIGH WIND EDITIONcc SILL PLATE JOIST o SECTION 3.4.3.1 .1 FIGURE 3.3B WALL BRACING ADJUSTMENT FACTORS BY ROOF CRAWL SPACE . 8d NAIL AT 6" O.C. ON ALL SECTION 3.4.2.1 .1 FIGURE 3.3 A COVERING DEAD LOAD OR BASEMENT SUBFLOOR FRAMING MEMB,�RS AT PANEL NOTCHING AND BORED HOLE LIMITATIONS ROOF/CEILING ROOF/CEILING NOTCHING AND BORED HOLE LIMITATIONS FOUNDATION MONOLITHIC EDGES AND 12 O.C. ON ALL i SLAB-ON-GRADE (b) INSIDE CORNER DETAIL FRAMING EDGEMBERS NOT AT FOR INTERIOR NONBEARING WALLS DEAD LOAD DEAD LOAD FOR EXTERIOR WALLS AND BEARING WALLS WALL SUPPORTING 15 psf or less 25 psf PLATFORM FRAMING INTERMEDIATE BALLOON FRAMING NOTCHING AND BORED �CILE LIMITATIONS ROOF ONLY 1.0 1.2 EXTERIOR CORNER FRAMING FOR EXTERIOR BEARING AND INTERIOR 2x4 CONTINUOUS o BEARING WALL NON—BEARING WALLS: R 602.6 1 8c 2 ROOF PLUS ONE STORY 1.0 1.1 LATERAL BRACE AT 6' O.C. CN FOR SI: 1 POUND PER SQUARE FOOT = 0.49 kN/M(2) o TYPICAL WALL, FLOOR & ROOF FRAMING JOISTS a. LINEAR INTERPOLATION SHALL BE PERMITTED w WIND—BORNE DEBRIS PROTECTION FASTENING SCHEDULE 2-10d NAILS () UjN FOR WOOD STRUCTU RALPANELS ROOF FRAMING DOUBLE TOP PLATE TRUSS OR CEILING JOIST � W FASTENER SPACING inches SEE STUD TO RAFTER z FASTENER SPAN 4 FEET 6 FEET SECTION A—A C PPLE TUDICIAL OR STUD TO STUD DETAIL GABLE END TRUSS Q < 4 FEET < PANEL SPAN < PANEL SPAN BLOCKING F T ENDWALL CONNECTORS Q TYPE — < 6 FEET < 8 FEET 1/2" SPACING—.., A A R QUIRED ct� U ALLOWS E CH SIDE " 10" $" HOLDDOWN NAILS N0. 8 WOOD SCREW 16 „ INSTALLATION ANCHOR WITH 2 EMBEDMENT HEADER STUDS ULL LENGTH 5d COOLER NAILS AT 10" O.C. � LENGHT DOUBLE A A WA STUDS I-- Q STUD (MIN ° CORNER STUD NOTE: 2"x4" BLOCK NAILED TO EACH AT H DW RE ° ° CONNECTED TO BLOCKING UPLIFT CONNECTION IS REQUIRED BRACE WITH 4-10d NAILS NO. 10 WOOD SCREW 18" 12" 9" HOLDDOWN ° ° TRANSFER SHEAR TYPIC L AT EACH END OF HEADER AND GYPSUM BOARD z ANCHOR WITH 2" EMBEDMENT (HDU) ° ° ° CONN CTO S N UP AT BOTTOM OF HEADER STUDS IN LENGHT NOTE: SIMILAR REQUI ED ADDITION TO CONNECTORS AT 5d COOLER NAILS AT 7" O.C. W ° ° FOUNDATION.AT EA H SIDE CO NEC R z ° R UIR WALL STUDS AND AT TOP AND 2-16d COMMON 4BOTTOM OF CRIPPLES 20 GAUGE STRAP Lv Uj n 1/4" LAG SCREW BASED ANCHOR 16" 16" 16" SIDE WALL ° NAILS A D6* D.C. FLOOR BRACING AT END BAYS TYPICAL FRAMING AND UPLIFT 10-8d NAILS 0 LIENGHT ITH 2" EMBEDMENT I ( WFCM FIGURE 3. 6 CONNECTIONS FOR OPENINGS Q W I SUBFLOOR 8d NAIL AT 4 O.C. ENDWALL STUDS , a. THIS TABLE BASED ON 180 MPH WIND SPEEDS AND A 33 FOOT MEAN ROOF HEIGHT. FACE OF FOOTING CEILING BRACING GABLE ENDWALL b. FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL. ( WFCM FIGURE 11 FASTENERS SHALL BE LOCATED NOT LESS THAN 1" FROM EDGE OF PANEL. BAND JOIST = w 12 MAX. 1 ) c. ANCHORS SHALL PENETRATE THROUGH THE EXTERIOR WALL COVERING WITH AN Uo o AILS BASED ON EMBEDMENT LENGHT OF NOT LESS THAN 2" INTO THE BUILDING FRAME. , , o LL_ SHEAR WALL REQUIREMENTS FASTENERS SHALL BE LOCATED NOT LESS THAN 2 1/2" FROM THE EDGE OF CONCRETE BLOCK OR MASONRY. o TOP PLATE U w d. PANELS ATTACHED TO MASONRY OR MASONRY/STUCCO SHALL BE ATTACHED USING ° `` H NO CEILING PROVIDE RAFTER TO RIDGE TENSION STRAP VIBRATION-RESISTANT ANCHORS HAVING AN ULTIMATE WITHDRAWAL CAPACITY OF NOT ,� CENTER 2x BLOCKING RIDGE HANGERS IF LESS THAN 1 500 POUNDS. ° H/2 BUT NEED OTC H/ BUT NEED NOT DIAPHRAGM ON SHEATHING JOINT USE 8-8d COMMON NAILS N ' EXC ED 15 FT. AX. �� EXCEED 40 FT. MAX. REQUIRED STRAPPED TAILS TOP NOT EACH END OF 1-1/4 o WOOD STRUCTURAL PANELS SHALL HAVE A MINIMUM THICKNESS OF 7/16 INCH (11.1 m) HOLDDOWN ° ° ° CORNER STUD ,, 15,/32 WOOD STRUCTURAL PANELS 20 GAUGE STRAP (HDU) ° ° ° CONNECTED TO ON GABLE FACE AND ON WALL BELOW PLATE OF WALL BELOW z ROOF RAFTER ° ° ° TRANSFER SHEAR BASED ON SHEARWALL REQUIREMENTS FOUNDATION CLEAGABLE ENDWALL BALLOON FRAMING° o ANCE FROM SLOPES ° 20 GA. STRAP— DOUBLE STUD (MIN.) PREFERRED METHOD z Uj 14" WIDE MIN. AT HARDWARE 8d NAIL AT 12" O.C. ON ° RAFTER o W/(8) 8d NAILS HOLD DOWN ALL FRAMING MEMBERS EACH SIDE BRACKETS AT SHEAR WALL CORNERS, NOT AT PANEL EDGES WINDOW AND DOOR OPENINGS: GYPSUM BOARDI z W(FLOOR TO FLOOR & FLOOR TO FOUNDATION; WFCM RIDGE BEAM16d NAIL AT FLOOR TO FLOOR PHD5 24" O.C. RIDGE TENSION STRAP DETAIL CONNECTION TABLE R301 . 5 NOTES N " FOR SI: 1 POUND PER SF= 0.0479 kN/M(2), 1 POUND = 4.45N. 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. AREA HOLDDOWN USED LENGTH NUMBER OF CAPACITY OF HOLDDO NS 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 INSTALL D 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 ) T 8-8d TO STUD CONNECTION CAPABLE OF CONTAINING A RECTANGLE 42 INCHES HIGH BY 2 A 3 5— Chimney Framing , 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 A) OUTSIDE CORNER DETAIL CONNECTION ( BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD USE F- o� ARIDGE DETAIL STUD TO SILL PLATE SIMPSON H-8 5-8d TO STUD 745 LB REQUIREMENTS. 3EVERY STUD c. INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE 4-Bd TO PLATE GYPSUM OARD 8d NAIL AT UNIFROMLY DISTRIBUTED LIVE LOAD OR A 300 POUND � * NOTES: SIMPSON STRONG TIE HDU 6" O.C. (ALL CONCENTRATED LOAD ACTING OVER AN AREA OF 4 SQUARE EXTERIOR BALCONIES 40 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 RECENT ATALOG 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 I E WA 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. ° 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 III * INSTALL THROUGH FIRST FLOOR SHOE. PANEL INSTALLED IN f. GUARD IN - FILL COMPONENTS (ALL THOSE EXCEPT THE / L co ACCORDANCE WITH HANDRAIL) , BALUSTERS AND PANEL FILLER SHALL BE DESIGNED TO WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF 50 ATTIC WITHOUT STORAGE 10 o ® NAILING SCHEDULE 16d NAIL AT POUND ON AN AREA EQUAL TO 1 SQUARE FOOT. THIS LOAD NEED m �I (TABLE 3.1, WCFM 2015 24" O.C. NOT BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE ATTICS WITH STORAGE 20 / \ �I HIGH WIND EDITION) LOAD REQUIREMENT. V g. APPLIES TO ATTICE SPACES NOT MEETING THE REQUIREMENTS ROOMS OTHER THAN SLEEPING ROOMS 40 ®I z FOR STORAGE PER FOOTNOTE b. SEE SECTION R802.4.2 FOR 8d NAIL AT 6" O.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 EDGES AND g INSIDE CORNER DETAIL WITH TRUSSES, THIS LIVE LOAD NEED ONLY BE APPLIED TO HOSE 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 SHEET NO.GUARDRAILS AND HANDRAILS 200 PLANE OF THE TRUSS. THE RECTANGLE SHALL FIT BETWEEN THE 2 C O R N E R B R A C I N G DETAIL TOP THE BOTTOM CHORD AND BOTTOM ANY OTHER TRUSS 0 MEMBER, PROVIDED THAT EACH OF THE FOLLOWING CRITERIA IS MET:1. AREA , o ° - DOWN EXTERIOR CORNER FRAMING ORTHE FRAMEDCOPEN NGSIN ACCORDANCE WI HACCESSIBLE BY AULL sECTIO 07S1TAIND AY 3 SCALE: N.T.S. 2. THE TRUSS SHALL HAVE A BOTTOM CHORD PITCH LESS THAN Simpson Strong Tie 2:12. D' I h ATTIC SPACES SERVED BY A FIXED STAIR SHALL BE DESIGNED TO SUPPORT THE MINIMUM LIVE LOAD SPECIFIED FOR SLEEPING U ROOMS. I (TABLE 3.2A WFCM 2018 HIGH WIND EDITION ( TABLE 3. 1 WFCM 2018 HIGH WIND EDITIOL[I SILL OR BOTTOM PLATE TO FOUNDATION ANCHOR BOLT The design of this structure is based upon prescriptive approach using the Wood Frame Construction Manual (WFCM) 2018 130 MPH COPYRIGHT 2015 SBC NAILING SCHEDULE CONNECTIONS RESIST G LIFT LATERAL & SHEARLOADS published by The American Forest and Paper Association. Non- Structural elements G MAX. ANCHOR BOLT SPACING (INCHES) are based upon the 2020 NEW YORK STATE RESIDENTIAL CODE. E N E R A L N 0 T E S:ANCHOR BOLT CONNECTION FOUNDATION NOTES 1,2,3,4 a NUMBER OF NAILS RESISTING SUPPORTING X\'' n, JOINT DESCRIPTION NAIL SPACING For the Climatic and Geographical Design Criteria, see Table R301.2(1) on 1. All works shall be performed in accordance with all state,1/2" ANCHOR BOLTS 31 sheet no. 1 municipal, local zoning and building codes and ordinances ; r COMMON NAILS 1 - FLOOR LATERAL AND SHEAR LOADS 2 - FLOORS 5/8" ANCHOR BOLTS 48 All non engineered lumber to be Douglas Fir#2 or better having jurisdiction and best standards of constructionV, RAFTER TO TOP PLATE TOE-NAILED Wind 4-8d PER RAFTER/STUD 1. PRESCRIPTIVE LIMITS ARE BASED ON ASSUMPTIONS IN TABLE 3.28 Limitations-Section R301.2.1 Practice. Design The American Institute of Architects Conditions shall apply `"^`: 2. WHEN ANCHOR BOLTS ARE USED TO RESIST UPLIFT, LATERAL, AND SHEAR LOADS, THE MAXIMUM ANCHOR BOLT SPACING SHALL NOT EXCEED THE gn Criteria-Section R301.2.1.1. See Table R301.2.(4)A for Wind-Born Debris The all work performed on this rots CEILING JOIST TO TOP PLATE TOE-NAILED 4-8d PER JOISTFORLOADS ( P A ,C 3. FOR THREE SECOND AGUSTVWIND SPEEDS PGREATER THANA1130 MPH.) 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 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 w Minimum Room Area-Section R304 responsible for corrections not reported once he has started work COLLAR TIE TO RAFTER FACE-NAILED 6-8d PER TIE Ceiling Height-Section R305 except for hidden job conditions. 3. Contractor shall z Sanitation-Section R306 guarantee to the Owner that all materials and o BLOCKING TO RAFTER TOE-NAILED 2-8d EACH END Toilet Bath and Shower Space-Section R307 equipment incorporated in the work will be new, and that all work TRIM BOARD TO RAFTER END-NAILED 2-16d EACH END Glazing-Section R308 will be of good quality, free from faults and defects for a period Garages and Carports-Section R309 of one year form the date of the final Certificate of Occupancy. WALL FRAMING Emergency Escape and Rescue Opening-Section R310 4. The Architect shall not be responsible for the construction means, method Means of egress-Section R311 , techniques, sequences or procedures, or for the safety TOP PLATE TO TOP PLATE FACE-NAILED 2-16d (SEE NOTE 1) PER FOOT Landing-Section R311.3 precautions and programs in connection with the work, and he shall not be responsible for the contractors failure to carry out Ramps-Section R311.6 P � TOP PLATE AT INTERSECTION FACE-NAILED 4-16d JOINTS - EACH SIDEu Stairway-Section R311.7 the work in accordance with the construction documents. The STUD TO STUD FACE-NAILED 2-16d 24' O.C. Handrail-Section R311.7.8 Architect shall not be responsible for the acts or omission by cn Guards-Section R312 the contractor No changes shall be made in the documents HEADER TO HEADER FACE-NAILED 16d 16" O.C. ALONG EDGES Smoke Alarms-Section R314 and/or the building as designed without the expressed written Li TOP OR BOTTOM PLATE TO STUD END-NAILED 2-16d PER 2X4 STUD Carbon Monoxide Alarms - R315 consent of the Architect. ( ) Foam plastic-Section R316 5. The contractor and all subcontractors shall maintain continuous 3-16d PER 2X6 STUD Flame Spread and Smoke-Section R315 insurance coverage statutory policies (Worker 4-16d PER 2X8 STUD Insulation-Section R316 Compensation, etc.) and general liability in an mount not Dwelling Unit Separation-Section R317 less than $ 5 million and automobile liability and damage z c° Moisture Vapor Retarders-Section R318 coverage not less than $ 2 million. The Architect shall be O \ N FACE-NAILED 2-16d SEE NOTE 1,2 PER FOOT Protection Against Decay-Section R317 named insured on an and all cn N \ y policies. � \ FL FRAMING Protection Against Termites-Section R318 6. Provide 0.025" of a meatal 2hield, other than aluminium, over fibrous w \ JOIST TO SILL TOP PLATE TO GIRDER TOE-NAILED 4-8d PER JOIST Site Address-Section R319 insulation at all perimeter sills. Accessibility-Section R320 7. All wood in contact with concrete or masonry to be Wolmanized BRIDGING TO JOIST TOE-NAILED 2-8d EACH END ElevaFloodtors and ResstantlCoform nstrucifts tion-Section R323 on R324 8r presure station smoke BLOCKING TO SILL OR TOP PLATE TOE-NAILEDsmoke detector alarm device shall be installed 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 11. All electrical work to be in accordance to the rules and O BAND JOIST TOJOIST END-NAILED 3-16d PER JOIST or test eole excavation, alternative footing and foundation wall design. regulation of N.Y.B.F.U. and a N.Y.B.F.U. certificate is to be presented to the Owner at the completion of the job. �� ^I AN JOIST TO SILL OR TOP PLATE TOE-NAILED 2-16d PER FOOT Foundation Notes: 12. PlumbingInstallation to comply with State and Local codes ` V 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 sewge disposal system to meet Health Department standards. ROOF SHEATHING 8" poured concrete foundation wall, 8'-0" high, 3000 # test 13. Do not scale drawings. Use figure dimensions only. W O Minimum depth-Section 403.1.4, 48' minimum coverage to to of footing 14. All work to conform to the rules and regulations of the New York STRUCTURAL PANELS RAFTERS OR TRUSSES SPACED UP TO 16" OC 8d 6" EDGE / 6" FIELD 16"x8" poured concrete wall footings, 3000# test g P 9 Energy Conversation Construction Code. All glazed area to be double GABLE ENDWALL RAKE OR RAKE TRUSS W O GABLE OVERHANG 8d 6 EDGE 6 FIELD 2-1 3/4"x11 7/8" Microlom Girder (or 3 1/2"x11 7/8 Power Beam) glazed and all exterior door to have insulated cores. / P 15. The insulation protection as indicated on these plans exceeds 0 4" poured concrete floor slab with 6x6x#10 mesh and vapor barrier ' I . I the Codes minimum standards. UJ GABLE ENDWALL RAKE OR RAKE TRUSS W STRUCTURAL OUTLOOKERS 8d 6" EDGE / 6" FIELD Damp proofing at exterior foundation below grade-Section R406 Z 16. These drawings and specification are instruments of service and Q 3ONCRETE deep poured concrete column footings, 3000# test shall remain the property of the Architect whether the project for GABLE ENDWALL RAKE OR RAKE TRUSS W LOOKOUT BLOCKS 8d 4" EDGE / 4" FIELD CONCRETE TO HAVE 5 TO 7% AIR-ENTRAINMENT which they made is executed or not. They may not be used CEILING SHEATING Deck and porch flootings as noted, 3000# test, 48" minimum buried depth on any other project except by written authorization of the Architect. Q O 17. Architect has not been retained for site supervision, on-site U Foundation wall to extend a minimum 8" above finished grade inspection and certifications as required or requested by the Owner, GYPSUM WALLBOARD 5d COOLERS 7" EDGE / 10" FIELD 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 STRUCTURAL PANELS STUDS SPACED UP TO 16" OC 8d 6" EDGE 12" FIELD Pour no concrete on frozen ground or in freezing water. J / Provide 3 1/2 steel fully 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 braced to prevent damage by the backfill (Section R404.1.7.) USE SIMPSON STRONG-TIE CONNECTORS (- Floors - WFCM Prescriptive Method. FOLLOW PRODUCT SELECTION GUIDE AND Floor framing shall be nailed in accordance with Table 2 WFCM HIGH WIND EDITION. INSTALLATION MANUAL FOR HIGH WIND RESISTANT Z GYPSUM WALLBOARD 5d COOLERS 7" EDGE 10" FIELD Draftstopping - Section R502.12 Q / Fireblocking - Section R502.13. CONSTRUCTION CATALOG C-H1'.02 Floor Construction: ANCHOR BOLTS IN FOUNDATION USE: z Q 3/4" plywood subfloor, fasten per Table 3.1 WFCM. SSTB23 WITH BEARING PLATE, SEE FOUNDATION Simpson Strong-Tie Ld Floor joists: see Foundation and Floor Plans, spacing as noted. NOTES FOR SPACING QUZ10 2X6 W Fasten per Table 3.1 WFCM. SILL P._ATE TO RIM JOIST USE: Q 2-2x6 ACQ sill with termite shield and sill seal. LTP4 16" O.C. AT EXTERIOR PERIMETER AT EACH RAFTER Q Finish floors per agreement. AND GARAGE/HOUSE COMMON WALL Wall construction - WFCM Prescriptive Method. USE (4)-8d NAILS AT EACH END 4-10d x 1 1/2" � ry FLOOR SHEATHING Wallframing and finishing shall be nailed and or screwed in accordance with WFCM, Table 2 and Section 4 GARAGE STUD GARAGE SILL PLATE USE: 1 x6 fascia, wrap SSP CONNECTOR AT 16" O.C. NOTE: STRUCTURAL PANELS Overhangs as noted. USE (4)-8d NAILS AT EACH END ATTACH LEDGER TO FRAMING 1 OR LESS 8d 6" EWE 12" FIELD Vinyl vented soffits. Alluminum utters 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. 1/2 plywood sheating, see fastening schedule, Table 3.1, 3.9 WFCM. USE (4)-8d NAILS AT EACH END BOLTS AT 16 ON CENTER 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 J" GWB at fire partition USE (4)-8d NAILS AT EACH END 1/2" MR GWB in wet areas RAFTER TO STUD CONNECTION USE: Simpson Strong-Tie N At least one window in each sleeping room shall comply with the exit regirements of section R310. MTS 36, EACH ROOF RAFTER U210 2X6 USE 8 16d NAILS AT EACH END N 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 SIMPSON STRONG - TIE figure R 602.6(2) for non - bearing walls. H7 EACH ROOF RAFTER � Z Follow exterior corner framing detail figure R602.10.5 4-10d x 1 1/2" U 1 1 4" COIL STRAP - 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 NAILS AT EACH STUD shall have minimum of six (6) fasteners per shingle (section R905.2.5) SIMPSON Underlayment application (Section R905.2.7.)nailing see table 3.8 DECK POST TO GIRDER CONNECTION USE: z » SIMPSON H-8 For roof slopes of two (2) units vertical in twelve (12) units horizontal (17- PC44 FOR EACH POST MIN OVERLAP IS 12 USE W/ONLY 58" ANCHOR BOLT (14") Q w TO STUD ONE SILL BP-3 PLATE percent slope), Of GIRDER TO DECK JOIST CONNECTION USE: - 8D TO PLATE PLATE IN up to four (4) units vertical twelve (12) units horizontal (33 -percent slope ), Simpson Strong-Tie (EVERY STUD) STUD TO S (S MINIMUM EMBEDMENT underlayment MTS12 ® EACH JOIST ATTACH T (SEE ANCHOR SCHEDULE, shall be two (2) lyers applied in the following manner. Apply A 19-inch (483)strip °•; U210 ZX16 ON DWGS A-3.1 AND A-3.2) of PORCH POST TO DECK USE: underlayment felt layers with and starting at the eaves , fastened sufficiently to PS720 (ALIGN WITH JOIST BELOW) P.. AT EACH DECK/PORCH JOIST SIMPSON hold in place. HDU Starting at the eave , apply 36- inch wide (914 mm( sheets of underlayment, PORCH POST TO GIRDER USE: PS720 r/'� � (14) SDS Y" X 3" WOOD SCREWS overlapping PORCH ROOF RAFTER TO GIRDER USE: successive sheets 19 inches (483mm), and fstened sufficiently to hold in place. H2.5A AT EACH ROOF RAFTER�. (S MIN EMBEDMENT For roof slopes of four (4) units vertical in (12) units. 4-1Od x 1 1/2" `v(SEE FOUNDATION PLANS A-3.1 AND ° 'A °'° ° •. °�° A-3.2 FOR LOCATION) ° Ice Protection (Section TYPICAL PORCH DECK LEDGER U • e• o ° (MINIMUM DOUBLE STUD) { n wind (Section °° ° Underlayment in High wind (Section R905.1.1) ,° •° e,06°'° SIMSON STRCNG - TI Flashing (Section R905.2.8) C 0 N N E C TI 0 N S Chimney and fires aces - Chapter 10 M ° V. ° °, J o, 1 1/4 COIL STRAP 16" O.C. y P P STU Y BEARING PLATE W Energy Efficiency - Chapter 11, see attached report r` ;°°• °D •aa lea A6 '6 „ USE 4-8D NkILS ® ACH STUD, Mechanical - Chapter 12 DOUBLE 2X MIN. °'° .d°°b' D .'u D .' D .'�' ° o General Mechanical System - Chapter 13 FOR HEADER OR ° ° ° . ° °, °d „ ° ° Heaitng and cooling equipment - Chapter 14 Exhaust Sustem - Chapter 15 BEAM MTS30 Duct System - Chapter 16 > DOUBLE TOP PLATE ROOF RAFTERS Combustion Air - Chapter 17 Simpson Strong-Tie .� z c71,� 4 J �44 ° Chimneys and Vents - Chapter 18 AC4 � SSP Plumbing - Part VI[ AT EACH POST " ° SEE PLAN o 1 3/4 (MUM ° ° °�° Flood Zone - 301.2.4 a '4 •° °• FLOOR TO FLOOR EDGE DISTANCE a.°D HEADER L TA21 co w Simpson Strong-Tie CONNECTION KING STUDS CS20 1'/a" COILED Y" THREADED ROD STRAP. MIN 12" REQUIRED FOR STU 1/2 OVERLAP AT EACH JACK STUDS SON STRONG - TIE �,�,J L 1 1/4" COIL STRAP - SIMPSON STRONG-TIE STUD x 16" O.C. USE 4-8D H2A 2"MINIMUM CNW NUT COUPLER00 AT EACH ROOF SIDECOVER NAILS AT EACH STUD a a RAFTER USE 8-16D \ o MIN OVERLAP IS 12 I NAILS AT EACH END, JACK O Si L :• MIN EDGE ®® .: DISTANCE* 12" MIN OVERLAP PER . o COMPONENT RT2.5 ° - •,�. : STHD8 STUD TO ROOF RAFTER >p�...,s°.....a MIN EDGE SHEET N0. FLOOR TO FLOOR Simpson Strong-Tie DISTANCE* WRAP UNDER SILL PLATE CONNECTION TYPICAL STRAPPING OR AB *NOTE: SEE MANUFAC TURERS . MIN. OVERLAP IS 12 i CONNECTIONS: AT EACH POST FOOTING MINIMUM DISTANCE CHART FOR ' SILL PLATE TO RIM JOIST AND FRAMED OPENING EX ERIOR WALL CAN INSTALLATION RIM JOIST TO STUD CONNECTION WALL TO FOUNDATION CONNECTION TILEVER CONDITION PORCH COLUMN CONNECTIONS-