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HomeMy WebLinkAbout51820-Z %%of Sao Iyo(o Town of Southold * P.O. Box 1179 0 53095 Main Rd 4 Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 47261 Date: 08/03/2026 THIS CERTIFIES that the building DECK Location of Property: 920 White Eagle Dr Laurel, NY 11948 S ecB lock/Lot: 127.-9-16 Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 03/03/2025 Pursuant to which Building Permit No. 51820 and dated: 04/10/2025 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: Unconditioned enclosed sunroom and deck addition to an existing single-family dwelling as applied for. The certificate is issued to: Christopher Bellando ,Lillian Bellando Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: ELECTRICAL CERTIFICATE: 26-480 5/19/2026 PLUMBERS CERTIFICATION: tho a Si ature �aafsouTyo TOWN OF SOUTHOLD BUILDING DEPARTMENT • �� SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 51820 Date: 04/10/2025 Permission is hereby granted to: Christopher R Bellando 113 Voorhis Ave Rockville Centre, NY 11570 To: reconstruct a deck addition (portion to be a screened porch)to an existing single-family dwelling as applied for. AMENDED 7/7/26 to constructan unconditioned enclosed sunroom in lieu of the screened porch and to enlarge the deck addition as applied for. Premises Located at: 920 White Eagle Dr, Laurel, NY 11948 SCTM# 127.-9-16 Pursuant to application dated 03/03/2025 and approved by the Building Inspector. To expire on 04/10/2027. Contractors: Required Inspections: FOOTING/REBAR, FRAMING/STRAPPING , DRAINAGE, FINAL, Fees: Single Family Dwelling- Addition &Alteration $607.00 CO-RESIDENTIAL $100.00 Amendment Fee $27.00 Total $734.00 -----t ng Inspector �aofSOO., TOWN OF SOUTHOLD BUILDING DEPARTMENT • �� TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 51820 Date: 04/10/2025 Permission is hereby granted to: Christopher R Bellando 113 Voorhis Ave Rockville Centre, NY 11570 To: reconstruct a deck addition (portion to be a screened porch)to an existing single-family dwelling as applied for. Premises Located at: 920 White Eagle Dr, Laurel, NY 11948 SCTM# 127.-9-16 Pursuant to application dated 03/03/2025 and approved by the Building Inspector. To expire on 04/10/2027. Contractors: Required Inspections: FOOTING/REBAR, FRAMING/STRAPPING , DRAINAGE, FINAL, Fees: Single Family Dwelling- Addition&Alteration $607.00 C -RESIDENTIAL $100.00 Total $707.00 Building Inspector Eas$Z::nd Inspection Agency, LLC 1P.6. Box 35 East Quogue, New York, 11942 EEI (631) 594-2272 Fax(631) 594-2598 office@eastendinspectionagency.com East End Inspection Agency CERTIFICATE OF ELECTRICAL COMPLIANCE This Certificate of Compliance is limited to the inspection and compliance of electrical equipment and/or work described below, installed by the applicant and not after the final inspection date listed. Owner: Chris Bellando Date: May 19, 2026 Address: 113 Voorhis Ave Certificate No: 26-480 Rockville Centre, NY 11570 Location of Property Inspected 920 White Eagle Drive Laurel, New York STCM Dist 01000 Section: 127 Block: 9 Lot: 16 Permit Number 51820 [X]Addition [X] Residential [X] 1 st Floor [X] Living room addition. Fixture Outlets- 10 Outlets-9 GFCI Receptacles- 1 Service Cond Size- Existing Switches-2 GFCI Breakers- 1 C E Q E Other Fixtures 10 led ACFI Breakers- 1 I JUL 3 2026 Bes19!1e19 DePa►trment �'cz�r�r�e��►,�;�c1d Date of Roughing Inspection: 3/2/2026 Date of Final Inspection: 5/19/2026 The electrical work and /or equipment described above were inspected and appear to be in compliance with local, state and national electrical code requirements at the time of inspection. Installer:Alan Hubbard Electrical Contracting Inc License Number: ME 4285 PO Box 2241 Aquebogue, NY 11931 Electrical Inspector: Edward Seltenreich / OF SOUIyo� TOWN OF SOUTHOLD BUILDING DEPT. co 631-765-1802 INSPECTION " [ FOUNDATION 1ST/ REBAR [ ] 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: DATE Y INSPECTOR -)do �O�aOF SOUTyo�o TOWN OF SOUTHOLD BUILDING DEPT, °ycourm 631-765-1802 INSPECTION [ FOUNDATION 1 ST/_REBAR [ ] 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: A o fl (VA-, 014 �- a + von _ S Zee DATE ��• Ff as INSPECTOR ho��OF SOUTyo� * TOWN OF SOUTHOLD BUILDING DEPT. coum, 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] F NDATION 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: �+v �-�-L- V� DATE 1)�W(a INSPECTOR SOUTyolo - - . TOWN OF SOUTHOLD BUILDING DEPT. °y^ourm��'�� 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [A--'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: l YA SU ta-4� o n DI L 4-y c o�,Iw, DATE INSPECTOR pF 30UTyO� - # . # TOWN OF SOUTHOLD BUILDING DEPT. IoU�mN�� 631-765-1802 oov INSPECTION [ ] FOUNDATION 1 ST/ REBAR [FIR GH PLBG. FOUNDATION 2ND [ LATION/CAULKING FRAMING /STRAPPING [ L [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: ( ✓ . DATE l V INSPECTOR 1 f ' 4 r r St . ni. mq'u on 1977 Main Road, Laurel NY 11948 t N l� PROJECT INFO: DATE OF WORK: 3/17/26 ` APR 2 2 2026 !: 920 WHITE EAGLE DRIVE t LAUREL,NY 11948 REAR 3 SEASON ROOM ® mA,ioa, ® value - ROOF RAFTERS 2LB CLOSED 4.5 30 CELL SPRAY FOAM ------------------------------------------•------ ------------------------............. ........................... -•--•-•••--••-•--•------••••--•--•------•-•...............•--...--••----••-•-•••-•-•-----••-•.....--•--•---..........-•-- EXTERIOR WALLS FIBERGLASS 5.5 21 BATT ............................................................................................................................ EXTERIOR WALLS --------------------------------•------------------------.. .................................................... ........ ..................---......................................................... .......................................... ......................................................................................................................... WINDOW/DOOR LOW EXPANSION AIR SEAL FOAM --------------------------------------------- .............................................................. ............ RRE-STOP FIRE-BLOCKING FOAM --------------------------------------•-------- -----------------•--...--•--...-----------------••-•-----------•••-------. --•-..................................... -----------...................................................----------------- ..............•-••-•--••-----•--•--••••-------•---•-•....•••-----•---------......-_.....••--•----•-•......••--•---....... .......................................--.......................................................................... DATE OF FIRE-STOP:3/17/26 APR 2 2 2026 Authorized Signature I Frank Fenoy Jr certify that project referenced above was insulated as estimate signed by home owner/ builder, and that the install was preformed in conformance to the applicable codes and or verified by DATE OF FIRE-STOP: 3/17/26 Suffa(telk p TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 oy • c�ti Telephone (631) 765-1802 Fax (631) 765-9502 https://www.southoldtownny.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only 1 19 MAR PERMIT N0. Building Inspector: 3 2025 Applications and forms must be filled out in their entirety. Incomplete EuildinJ®e 7Gw parta»ent applications will not be accepted: Where the Applicant is not.the'owner,an of Swthm Owner's Old Authorization form(Page,2)shall be.completed OWNERS)OF PROPERTY: -.......-....... Name:Chris Bellando SCTM# 1000-127-09-16. . Project Address:920 White. Eagle Drive, Laurel NY- 11948 Phone#:516 302 6117 Email:cbellando@lutzandcarr.com Mailing Address:920 White.Eagle.Drive Laurel NY 11948 _. .CONTACT-PERSON: _. :... .. Name:Megan Carrick Mailing Address:PO Box 877 Jamesport NY 11947 Phone#: „-- 631-804-3796 _ - Email:megan,cmtarchitecture@gmail.com DESIGN PROFESSIONAL INFORMATION: Name:Charles Thomas Mailing Address:PO BOX 877, Jamesport NY 11947 Phone#:516-702-3519 -- - Email:cdthomas63@aol.com CONTRACTOR INFORMATION: Name:Hallock Builders Mailing Address:126 Point St, South Jamesport, NY 11970 Phone#:631-722-3261 Emainfo@hallockbuilders.com DESCRIPTION OF PROPOSED CONSTRUCTION *New Structure ❑Addition ❑Alteration ©Repair ❑Demolition Estimated Cost of Project: El Other reconstruct existing deck in footprint.add a screened in porch on top of deck $TBD Will the lot be re-graded? ❑Yes RNo Will excess fill be removed from premises? ❑Yes RNo 1 ` PROPERTY,.IN Existing use of property:Single Family Residential intended use of property:Single Family Residential Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R_80 this property? ❑Yes ®No IF YES, PROVIDE A COPY. 0 Check Box After Reading: The owner/contractor/des!gn professional�s responsible for all drainage and'storm water issues'as provided by Chapter 23fi of the Town Code. APPLICATION IS HEREBY MADE to the Bulld�ng;Department for the°issuance,of a Building Permit pursuant to the Building Zone.;` , ordinance of the ToWr of Southold Suffolk Courity New Vork and other applicable L6W1 Ordinances or`R6gulations,,for the construction of buildings _ additions;alterations or for reinoval;o .demolitio'n as herein desctitied The applicant ag ees to iomply'with'all applicable lainrs"ordinances building,coile; '£ housing code and regulations and to admit authorized inspecto!s on.prernlses ani4 in building(s)'for necessary inspections False statements rhade'herein are, punishable asa ClassA misdemeanor pursuant to`Section'210 45 of the New York State Penal Law Application Submitted By(print name):Megan Carrick IgAuthorized Agent DOwner -- Signature of Applicant: — _ - Date.-2/13/25 - _ CONNIE.D:BUNCH-' STATE OF NEW YORK) . Notary.Public,State of New York SS No.01BU6185050 COUNTY OF- _ . _.. Qualifiedin Suffolk County . ..-.. C un y _ _ ) -°Commission Expires Aprll-94,2e�S being duly sworn, deposes and says that(s)he is the'applicant (Name of individual signing contract)above named, _ - C�g - - - -_- " (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 wiII-be performed-in_the manner set forth inahp.p.pplication file therewith. Sworn before me this :�rtday of wk-A , 20 Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) Chris Bellando residing at 920 White Eagle Drive do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Digitally signed by chris belando Chris belland`o�D,,.,:2025.02.1409:18;02!05'00' 2/14/25 Owner's Signature Date Chris Bellando Print Owner's Name 2 SURVEY OF LOT 16 4 MAP OF GOLDEN VIEW ESTATES �-, FILE No.7770 FILED AUGUST 30. 1984 SITUATED AT LAUREL TOWN OF SOUTHOLD v r SUFFOLK COUNTY, NEW YORK � S.C. TAX No. 1000-127-09-16 �y SCALE 1"=40' •y Yy �+g '�y NOVEMBER 16, 1999 OONAR�CH129 2�1 FOUNF HP LLOCA'Y"DNUSE NOVFII,EH].2003 FlNAL SURVEY h� y �'1 •_ '•-�"'F' „`4°i Q AREA = 40.715.87 sq. If. 0.935 cc. S.C.D.H.S. No. = RID-00-0214 a t. b ,E CERTIFIED 70: + a"'�o p�M - CARL KRAUSE E,�> S �.: s - • C V MCORpYA AIM M 1WGYA1 CC ; VRIF MNrID " Jo eph A. Ingegno COBRA of iN5 SIMLY LLW ILT dUPoMC Land Surveyor „A11'�4AL Lw.NOt OC Wes!➢ tO 8E A W1ID,RLE COP.. 01l TO M PQ60N FOR M10Y M${IMAV a nRnAt®,No aN Fa tttlwr ro ra trtlL WBiMT.OU•FReQ7RAL/QM. AND /Yb Sunv�f-Svedmnwv- S/e Flvns - Cwvf Jbn Loyo�l `\ \ •DUDE tfleNO \ Tu1161-cmnFlutN.s Aic Nm mv�mwat. 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Box 1931 RSKCE#.t.PO, New York f V01 RNerhmi, New York 11 Q01-098t1 c h' Town of Southold A P R 2 3 2026 Building Department 54375 Main Road P.O. Box 1179 Southold, NY 11971 Permit# 51820 Location: 920 White Eagle Drive, Laurel, NY April 23, 2026 Dear Inspector Nancy Meyer and the Town of Southold Building Department, Respectfully, I am requesting review and addition to the Job File the following (1) 2-page Insurance Certificate as required. Thank You for reviewing and for the time and work on this request. Sincerely, Daniel Zic JNH Builders, nc. (dba Hallock Builders) 126 Point Street P.O. Box 302 South Jamesport, NY 11970 mobile#(917) 334-4111 email address: info.@hallockbuilders.com Town of Southold JUL 3 1 2026 Building Department 54375 Main Road duo@ding®eg�artment P.O. Box 1179 "own Of SO"thold Southold, NY 11971 Permit# 51820 Location: 920 White Eagle Drive, Laurel, NY July 31, 2026 Dear Inspector Sean Devlin and the Town of Southold Building Department, Respectfully, I am requesting review and addition to the Job File of(1) Certificate of Electrical Compliance related to the Electrical work performed by Alan Hubbard Electrical Contracting, Inc. and inspected by East End Inspection Agency, LLC at the permitted Job at 920 White Eagle Drive, Laurel,Town of Southold. Additionally, this item is being submitted for review to satisfy final required items as we work towards Permit signoff and closing-out the Job successfully. Thank You for reviewing and working-on this request. Sincerely, Daniel Zic JNH Builders, Inc. (dba Hallock Builders) 126 Point Street P.O. Box 302 South Jamesport, NY 11970 mobile#(917) 334-4111 email address: info@hallockbuilders.com Charles M. Thomas, R.A., PLLC 206 Lincoln Street Riverhead, NY 11901 e-mail: cdthomas63&aol.com July 1, 2026 Re: Bellando Residence 920 White Eagle Drive Laurel, NY Dear Amanda Nunemaker, This letter is in reference to the Gross Floor Area (GFA) calculation for the above-referenced residence. Pursuant to the Town of Southold Code §280-207, Maximum Gross Floor Area for Residential Dwellings in A-C, R-40, R-80, R-120, R-200, and R-400 Districts, lots containing up to 80,000 square feet are permitted a maximum GFA of 5,100 square feet, plus 5% of the lot area in excess of 40,000 square feet. The subject property has a lot area of 40,715.87 square feet. Therefore, the maximum allowable Gross Floor Area for this property is 5,135.79 square feet. The proposed total Gross Floor Area, including the new unconditioned but insulated sunroom, is 5,114.8 square feet, which is below the maximum permitted GFA. The Gross Floor Area is calculated as follows: • Existing first floor of residence (unchanged): 4,106.8 SF • Existing unfinished storage space above garage: 605.7 SF • Proposed new unconditioned but insulated sunroom: 402.3 SF Total Gross Floor Area: 5,114.8 SF Based on the above calculations, the proposed improvements comply with the maximum Gross Floor Area requirements of Town of Southold Code §280-207. Please feel free to contact me if you have any questions or require any additional information. Sincerely R= Charles M. Thomas, R.A h ' I r, APPROVED AS NO'rEo ARCHITECT B-P*4 FEE Q� BY: "--� NOTIFY BUILDING DEPARTMENT AT 631 765.1802 8AM TO 4PM FOR THE FOLLOWING INSPECTIONS: LINE OF EXISTING REVISIONS D E S C R I P T 1 0 N 1. FOUNDATION-11. e' IMF--� —� ROOF NET REMAIN FOR POUR;_C.a 2. ROUGH-Fr??`,;Vi{sJU tY i EXISTING CHIMNEY TO REMAIN & INSULATION 4. FINAL-CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTON ERRORS EXISTING ROOF EXISTING ROOF SHINGLES TO REMAIN Pao 6'���Fl SHINGLES TO REMAIN 12 12 MATCH P7 1F —eq MATCH 12 EXISTING � O EXISTING FQ� PROP(OSED FASCIA TO MATCH LINE OF EXISTING 0 2 3 EXISTI14G EXISTING r ROOF LINE TO REMAIN I EXTEND EXISTING ROOF OUT EXTEtND EXISTING ROOF OUT OVER PROPOSED SCREENED OVER;PROPOSED SCREENED PORCH AS SHOWN PORCCN AS SHOWN PROPOSED SIDING TO MATCH EXISTING 9'-0" PLATE HEIGHT SCREEN PANELS PER SELECTION OF T.O. WINDOWS OWNER �v \r r�'• � � :4tr <r\,Sj ,ts,' J >�S>>• n}f.,C{�� ;� ,}•�� �'?rr;"�t�' ,�y�\{r,,,. '• :?,1 \• El I I U ,,rr SCREEN Yi �� SCREEN SCREEN" � SCREEN ,SCREEN '{J; ,r,vn,..,\, � ,\ ;���': ;rat .� '" �x•r �ti4• ti• :*' ::}rS.•, ,v,. ,.', ,}j�'�:`. ... .v',t. ,t, .,�y���sr•.,,'•;`.• '.�2t EXISTING SIDING TO EXISTING SIDING TO o OUTDOOR EXISTING SIDING TO REMAIN REMAIN w l TGHE O= J r � � UA LINE OF 36" HIGH HAND RAIL REMAIN �K T.O. FIRST FLOOR _ N J ---- PER NYS BUILDING CODE 'J CD 8"X8" ACO. TrL COLUMN WRAPPED WITH AZEK (TYP.) Uj NOTE: PROPOSED DECK FOOTPRINT IS TO REMAIN THE SAME AS THE EXISTING DECK FOOTPRINT. ALL NEW DECKING & DECK STRUCTURE IS COMPLYW;TH ALL CODES OF PROPOSED. PROPOSED SCREENED IN PORCH IS TO BE CONSTRUCTED OVER PORTION OF RE—BUILT DECK. NEW YQR;STATE &TOWN CODES = � W AS REQUIPLED AND CONDIITIONS OF > 0 SM01 Toy"..1 BA E PROPOSED REAR ELEVATION .._ �...SOU1t''� 0 TOM KANN NG BOARD O_ Q � ®SOUTH :.DTOVXTRUSTEtE$ SCALE: 1/4" = 1'-0" Pd,YS, oC so �z HP� z W S o W W W (r 0 o z W OCCUPANCY OR Q 0 Ld USE IS UNLAWFUL 0 0 WITHOUT CERTIFICA� � z OF OCCUP ANCY o EXISTING LINE OF EXISTING EXISTING CHIMNEY TO ROOF LINE TO REMAIN LINE OF EXISTING - REMAIN ROOF LINE TO REMAIN CHIMNEY TO - - --- ( REMAIN O • WATER RUNOFF - RETAIN STORM W PURSUANT TO CHAPTER 236 _ - _ OF THE TOWN CODE. EXISTING ROOF W - - SHINGLES TO REMAIN EXISTING ROOF 12 12 1 1 1 1 1 -- T _ SHINGLES TO REMAIN MATCH MATCH PROPOSED ROOF /�A! PROPOSED ROOF EXISTING SHINGLES TO MATCH ELECTRICAL SHINGLES TO MATCH 7 EXISTING SK285 IN F SK285? LINE o EXISTING SK285 EXISTING SK2857 EXISTING ROOF LINE TO REMAIN tt 1SPECT10N REQUIRED EXTEND EXISTING ROOF OUT - OVER PROPOSED SCREENED _ EXISTING ROOF EXTEND EXISTING ROOF OUT EXTEND EXISTING ROOF OUT OVER PROPOSED SCREENED PORCH AS SHOWN �I � . SHINGLES TO REMAIN EXTEND EXISTING ROOF OUT PORCH AS SHOWN OVER PROPOSED SCREENED PROPOSED FASCIA TO MATCH PORCH AS SHOWN I OVER PROPOSED SCREENED PORCH AS SHOWN PROPOSED FASCIA TO MATCH EXISTING —' - t I exterior lighting EXISTING in ; alled, replaced or - - - -- rcl aired shall conform o Chapter 172 8"X8" ACO. COLUMN `,v ILJ EXISTING HOUSE NO CHANGE EXISTING HOUSE NO CHANGE`:•,'{:'.:• '.} �.` ^"�;�•�;..:.;< ,n \,... .. \.\.,.,.., { r✓+..rw. ;,.•.,,;.,. . 8"X8` ACO. COLUMN WITH AZEK TYP. v.,, ; ''j. 4,:1n5• .':' X t i'' •.Y r{x':,{.,C: ti\.', . ' ,¢': '' v,..'. ;' y r�+ k� '< WRAPPED WITH AZEK TYP.b tllE.' iOWIl Code WRAPPED " .:.• ( ) �'.',..•rt,\',;,�r. � Y` •, ..r:" .,{ .." > 'tr r,>. \•.: ':.?},l '`}`ti}'�.-�r" .`yR:; :1 �'ti�r?: � ) J.`%t;' v.}'}r ,n'�,'•,% Jos•,� ,1 t•:. '•>,�%, }':r ,r.�... �., }vL' � �fr'.T/, �. } ';?,,, r::':Y'y,^ s{r t t�``:��?',}"✓{ r.J:r.y., t, p/�. Sv:,7?: h✓;ti},',i}' ,,,,.J {�}'.• �:r ,€,r�r`�,fti .' SCREEN PANELS PER :, �} *::;tit % ':' ': y; :; ✓r^: X}: y: :' ; SELECTION OF OWNER �': '"n Jr:{•\:}r ti i < '; rr :-?',ti l: ;'; SCREEN PANELS PER ri.r^: w ✓ t� l } <{. }: ✓ i'vCr,' SELECTION OF OWNER \.{SCREEN' r..v,✓; . SCREEN...i <� iSCREEN.y. \.SC REEN ,., SCREEN:;: r SCREEN 4;r;r; :; Charles M. Thomas /Z u3_: X ,h'�' v !,4 {� �r r,r��✓ .y�•:�t;{:: - -- - -------- ' Sri .}' .;. ,,} r �.'} a r c h i t e c t .,v. }„fy':,}Y' �S`=:�X�'• ;�ix!;.�;`z'"• k��` <.\iJ,;,�•.y}�•„�j,>, rh.J`., �v.:,,. �., �(� „' \�: ; , PO BOX 877 JAUESPORT, NY 11941 631 727-7993 .JJ.r v. .\. .:v.•.' mil`:};tiw��.�.,,} r.. - 1.j' ,,Fti ',.,�">.^'rl: ;r�.' �,:: VJ; ,�{'J" ✓•:;Jr. !.',' F S ti' BACK SIDE OF OUTDOOR KITCHEN ?`r;�,,���'" <�, LINE OF 36" HIGH HAND RAIL PER NYS -- —-_ __ i NE OF 36` HIGH HAND RAIL PER NYS PROJECT BUILDING CODE BUILDING CODE 1 I , PROPOSED ELEVATIONS New York state law You Must Call 811 E PROPOSED SIDE ELEVATION E PROPOSED SIDE ELEVATION Before You Dig 2 SCALE: 1/4" = 1'-0" 2 SCALE: 1/4" = 1'-0" DATE; 2/13/25 PROJECT No. DRAWING BY. MIC C HK BY. DWG No. ' 0 001 00 1 OF 3 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. EXISTING £ . EXISTING EXISTING EXISTING ar'+ �� / � ARCHITECT PRIMARY PRIMARY FAMILY EXISTING BATHROOM BEDROOM ROOM BREAKFAST KITCHEN EXISTING NOOK MUD ROOM REVISIONS D E S C R I P T I ON LINE OF EXISTING LINE OF EXISTING G LINE OF EXISTING RESIDENCE RESIDENCE RESIDENCE EXISTING EXISTING LINE OF EXISTING LINE OF EXISTING F RESIDENCE I �G % EXISTING EXISTING RESIDENCE EXISTING i LINE OF 36" HIGH HAND RAIL EXISTING EXISTING PER NYS BUILDING CODE (TYP) M EXISTING DOORS TO REMAINl r ) = EXISTING DOORS TO REMAIN O �p EXISTING CHIMNEY I I I TO REMAIN yprO I 0 22'-8" 18'-3" PROPOSED 6"X6" POST (TYPICAL) NEW w _ - PROPOSED w N PROPOSED I I I I N 20 SCREENED I _ I DECKLACE W IN PORCH uo REPAS SHOWN EXISTING oY fL 00 IIII n M K (O a PROPOSED 6"X6" POST o N (TYPICAL) I [-EXISTING SSTEPS TO N BE REMOVED e I in I 20" HIGH BULKHEAD 20" HIGH BULKHEAD I I Ys WALL FOR SCREENED WALL FOR SCREENED PORCH PORCH I N (3) 11 7/8" ML HEADER 8"X8" ACO. COLUMN ROPOSED 6"X6" POST w WRAPPED WITH —LINE OF AZEK (TYP. OF 2) RAIL PER 3NYS I A BUIL NG EXISTING STEPS TO BE REMOVED CODE (TYP) 0 4'-48" 1'-6A" 3'-11 LLI 5'-0" 4'-5" 4'-5" 5'-0" _ W W O 42'-1" I— Qry P PROPOSED PLAN _ 0 — ry SCALE: 1/4" = 1'-0" U > z W w W W o Q — 0 W Q0 W 0 �-- Ld — W LINE OF EXISTING V / z T INE OF EXISTING 2"X1O" ACQ LEDGER LINE OF EXISTING P.C. FOUNDATION WALL O > P.C. FOUNDATION WALL P.C. FOUNDATION WAL 0- 0- LINE OF EXISTING II I_l_ ` V P.C. FOUNDATION WALL 2" 10" ACQ LEDGER ISTAIR STRINGER 2'X10 ACQ LEDGER LINE OF EXISTING I ui CHIMNEY 2"X10" A LEDGER II I �I�! III 0" _ III a m I 1 III 2"X1 ACQ LEDGER III IQ U) DECKING PER DECKING PER II I JI SELECTION OF OWNER I SELECTION OF OWNER_ r r - � r - _1 r ju -I r - -I r _ 3 2X10 ACQ GIRDER I /�� I _ _ _ _I _(3) 2X10 ACQ GIRDE T�I LI J L J L — J L J � L — J L � J cn J (n (n to J (n En O Q 111 0 12"�s SONG TUBE ON 11 I",a oil N _ 0 6 24"x24"x12" FOOTINGS L) C3 0 3 0 6 0 b o- 1 m m 111 Y uj MIN 36" BELOW GRADE o 0 III Y 0 o 0 0 o m w o c� (MUST BE VIRGIN SOIL) c� w o = cy= 1 II IL a (TYPICAL OF 12) a II I li a a = Y w cJZ = ® a ® OZ = ® ® Y I : la Qw ®Qw O In c0 X o N N N o w N 12"0 SONG TUBE ON N o I N J 111 x X 24"x24"x12" FOOTINGS N I Charles M . Thomas �.z II I�NED 0 MIN 36" BELOW GRADE vz (MUST BE VIRGIN SOIL) II III (TYPICAL OF 12) a r C h I t e C- t PO BOX 877 JAMESPORT, NY 11947 (631) 727 7993 r 1 r - -I r - -I r -� � 2X10 ACQ GIRDER _ _ _I _ 3 2X10 ACQ GIRDE 2'X10" SKIRT BOA D — — — — (2) 2"X10_SKIRT B ARD — —_ — O PROJECT LINE OF DECK ABOVE LINE OF DEC ABOVE 7 LINE OF POST ABOVE LINE OF POST ABOVE STAIR STRINGER _ — LINE OF STEPS BOVE — — — 7'-84" 7'-84" s'—n 1 " 8'-11 " s PROPOSED PLAN & FOUNDATION PLAN P PROPOSED FOUNDATION PLAN DATE: 2/13/25 2 SCALE: 1/4" = 1'-0" PROJECT No. DRAWING BY. MC CHK BY. DWG No. �A - 002 00 2 OF3 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. WIN- ARCHITECT EXISTING EXISTING /--;� `�� EXISTING REVISIONS D E S C R I P T I O N PRIMARY PRIMARY �' f BREAKFAST EXISTING EXISTING BATHROOM BEDROOM ��` �'�� NOOK KITCHEN MUD ROOM EXISTING Z mac FAMILY C Ld \<� NE OF EXISTING LINE OF EXISTING � � \ LINE OF EXISTING F RESIDENCE RESIDENCE R 00 MO \ RESIDENCE EXISTING EXISTING LINE OF EXISTING / EXISTING ROOF RAFTERS TO EXISTING ROOF RAFTERS TO F % ExlsnNc Exlsnrlc -�-� '� r RESIDENCE REMAIN REMAIN I s,G<�^ I / +L-) EXISTING LINE OF EXISTING I EXISTING EXISTING RESIDENCE ROOF END TO BE EXTENDED ROOF END TO BE EXTENDED (2) 2"X10" RR 2"X10" TRIMMER (2) 2"X10" RR ZI o O= SK2857 _ ( = SK2857 _ N N N iV J� o (2) 2"X10" RR (2) 2"X10" RR — — — EITHER SID OF RAFTER PROPOSED �z — — 00 NEW 2"X10" ROOF RAFTERS NEW 2"X10" ROOF RAFTERS DECK 0 @ 16" O.C. ® 16" O.C. O0 00 O — — NEW 2"X8" LLAR TIE ON o RILL F I (2) 2"X10" RR (2) 2"X10" RR U) X> J W O - - W 0 SK2857 D� o f SK2857 Z n = n 2 ��0_ N N N N fy W (2) 2"X10" RR (2) 2"X10" RR 15'-4" NEW 2"X8" LLAR TIE ON -- - -- - . . z W = W WO > 0 �- P PROPOSED PLAN - r 3 SCALE: 1/4" = 1'—O" zU) W ° w W o Q 0 W Q 0 W J p Q �— w = W LINE OF EXISTING O ly ROOF LINE TO REMAIN EXISTING CHIMNEY TO < D REMAIN 0 j O 11 �" ML HEADER t_1_ NN Q EXISTING ROOF SHINGLES �' v f I TO REMAIN +�`OG' ®� -�O•,� w EXISTING ROOF SHINGLES SK2857 SK2857 TO REMAIN 12 12 MATCH NEW 2"X8" COLLAR BEYOND MATCH EXISTING j SE ROOF FRAMING PL N \ EXISTING PROPOSED FASCIA TO EXTEND EXISTING ROOF 2"X10" HDR 2"X 0" HDR MATCH EXISTING OUT OVER PROPOSED FEXTEND EXISTING ROOF SCREENED PORCH AS OUT OVER PROPOSED SHOWN BEAD BOARD BEAD BOARD SCREENED PORCH AS SHOWN zo 9'-0" PLATE HEIGHT RAFTER TO GIRDER (3) 11 J" ML HEADER CHIMNEY BEYOND (3) 11 J" ML HEADE (14) 1Od x 1 1/2" POST BEYOND FASTENER T.O. WINDOWS ^ POST BEYOND - — I SCREEN PER SCREEN PER SELECTION OF SELECTION OF I OWNER OWNER TILE CK Sf�'LIkaSH TO �., � II- Charles M. Thomas TO D Ridge Beam o CAP ^ FOI BAC STRU KN °N a r c h i t e c t CAP DECKING PER SELECTION BULK HEAD D Kf S DECORATIVE CAP PER ° ° PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 OF OWNER (3) 2"X10" ACQ DECK 0 O N R I OUTDOOR SELECTION OF- OWNER KITCHEN EXISTING SIDING TO o BULK HEAD 2"X10" ACQ �ECK JST ® JOISTS UNDER SCREEN 2" 1 E � LINQE OF 36" HIGH T.O. FIRST FLOOR N PORCH WALL 16' HAP,ND RAIL PER ° ° MTS12 16" O.C. PROJECT - _ REMAIN NY:S BUILDING RIDGE 2"X10" SKIRT BOARD CODE (3) 2"X10" ACQ DEC 3 2X10 ACQ GIRDER 3 2X10 ACQ GIRDER RAFTER JOISTS UNDER SCREEN PORCH WALL 12"0 SONO TU®E ON Simpson Strong Tie O z :` f,. 24"x24"x12" FCOOTINGS CS-20xl8" MIN. WITH (7) 10d COMMON NAILS MIN 36" BELOW/ GRADE PER RAFTER INSTALLED OVER PLYWOOD PROPOSED ROOF (MUST BE VIRGIN SOIL) FRAMING PLAN & (TYPICAL OF 12) RIDGESTRAP TIE RAFTER TO GIRDER CROSS SECTION SCALE: N.T.S. SCALE: N.T.S. s PROPOSED CROSS SECTION DATE: 2/13/25 SCALE: 1/4" = 1'-0" PROJECT No. DRAWING BY. MC CHK BY. DWG No. 30F3 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. TABLE R 301.7 TOP PLATE FRAMING TO ACCOMADATE CORNER AND PARTITION POSTS ALLOWABLE DEFLECTION OF STRUCRURAL MEMBERS PIPING — R 6 O2.7.2 STUCTURAL MEMBER ALLOWABLE RAFTERS AND CEILING DEFLECTION `- JOISTS OR APPROVED ROOF TRUSS TOP PLATES RAFTERS W/ GREATER L/180 Y x SLOPES THAN A W/NO TOP PLATES s WW rrMM FINISHED CEILING TOP PLATE SECOND STORY TOP PLATE— GYPSM BOARD INSTALCU tNTABLE 3.1 ATTACHED TO RAFTERS ...... SEE DRILLING AND 16d NAIL AT 24 O.C. TUD INTERIOR WALLS AND H/180 .JOIST IS PERMITTED TO NOTCHING PROVISIONS ACCORDANCE WITH PARTITIONS BE CUT OR NOTCHED FLOORS AND PLASTERED L/360 STUD FLOOR JOIST— BETWEEN THESE LIMITS WALL STUD— BORED HOLE MAX CEILINGS SEE DRILLING AND DIAMETER 60% ALL OTHER STRUCTURAL L/240 BORED HOLE MAX Z NOTCHING PROVISIONS SEE DRILLING AND OF STUD DEPTH DIAMETER 40% MEMEBERS 0 EXT. WALLS W PLASTER OR H OF STUD DEPTH BOTTOM PLATE WFCM SECTION 3.3.1.1.1 NOTCHING PRO I / /3so _ WFCM SECTION 3.4.1.1.1 WOOD STRUCTURAL PANEL 5 8 MIN. TO EDGE EXT. WALLS-WIND LOADS L 240 5/8 MIN. TO EDGE 1/3 SPAN 1/3 SPA NSTALLED IN ACCORDANCE / �� STUCCO FINISHE " G i ALL PIANEL 6" O.C WITH WFCM TABLE 3.1 WITH BRITTLE(b) FINISHES / " T JOIST ENDS TO BE 8d NAIL AT 12 O.C. ON ALL EXT. WALLS-WIND LOADS L/240 5/8 MIN. TO EDGE FOR BLOCKING BLOCKED AGAINST FRAMING MEMBERS NOT AT NOTCH MUST NOT EXCEED WITH FLEXIBLE a FINISHES NOTCH MUST NOT EXCEED —BAND JOIST AND BRIDGING a CORNER DETAIL PANEL EDGES 40% OF STUD DEPTH NOTES: L= SPAN LENGTH, H = SPAN HEIGHT 25% OF STUD DEPTH TOP PLATE OR BLOCKING SEE WFCM SECTION 3.3 ROTATION IN ACCORDANCE � ) a. The wind load shall be permitted to be taken as 0.7 times the WITH WFCM 3.3.1.3—END RESTRAINT GYPSM BOARD INSTALLED IN component and cladding loads for hte purpose of the determining BORED HOLES SHALL NOT w AND 3.3.1.4 BRIDGING d NAIL AT 6 O.C. ACCORDANCE WITH WFCM TABLE 3.1 BORED HOLES SHALL NOT deflection limits herein. BE LOCATED IN THE SAME IF HOLE IS BETWEEN 40% AND 60% o BEARING ALL PANEL EDGES) BE LOCATED IN THE SAME b. For cantilever memebers, L shall be taken as twice the lenght CROSS SECTION OF CUT OR OF STUD DEPTH THEN STUD MUST BE of the cantilever. WALL CROSS SECTION OF CUT OIR 5/ " MIN. TO EDGE c. For aluminum structural members or paneles used in roofs or SSUUCCESSIVEDSTUUDSOARETDOUBLED 1 IN.x4 IN. RIBBON 4m= walls of sunroom additions or patio covers, not supporting edge of/-- AND SO BORED to LAP JOIST 3 IN. MIN. CUT INTO STUD — glass or sandwich panels, the total load deflection shall not BAND JOIST —BOTTOM PLATE FOR FIRE BLOCKING exceed L/60. For sandwich panels used in roofs or walls of LD � OR BLOCKING ° 16d NAIL AT 24 O.C. WOOD STRUCTURAL PANEL sunWFCM 2015 SBC HIGH WIND EDITION not oomexceed additions or patio covers, the total load deflection shall WFCM w ' �_ SILL PLATE JOIST ,o INSTALLED W WITH WFCM TABLE03DANCE not exceed L/12o TABLE R 301.2221 2015 SBC HIGH WIND EDITION e e SECTION 3.4.3.1 . 1 FIGURE 3.313 WALL BRACING ADJUSTMENT FACTORS BY ROOF SECTION 3.4.2.1 .1 FIGURE 3.3 A ORABASEMENT \—SUBFLOOR FRAMENG AT 6" AT PANELNOTCHING AND [BORED HOLE LIMITATIONS COVERING DEAD LOAD NOTCHING AND BORED HOLE LIMITATIONS FOUNDATION ° MONOLITHIC EDGES AND 12 O.C. ON ALL ROOF/CEILING ROOF/CEILING SLAB—ON—GRADE FRAMING MEMBERS NOT AT FOR INTERIOR NBEARING WALLS DEAD LOAD DEAD LOAD N O FOR EXTERIOR WALLS AND BEARING WALLS FOUNDATION (b) INSIDE CORNER DETAIL PANEL EDGES WALL SUPPORTING 15 psf or less 25 psf PLATFORM FRAMING INTERMEDIATE BALLOON FRAMING EXTERIOR CORNER FRAMING NOTCHING AND BORED HOLE LIMITATIONS ROOF ONLY 1.0 1.2 FOR EXTERIOR BEARING AND INTERIOR 2x4 CONTINUOUS BEARING WALL �" ROOF PLUS ONE STORY 1.0 1.1 LATERAL BRACE AT 6' O.C. � N NON—BEARING WALLS: R602. 6 (1 ) BC (21 FOR SI: 1 POUND PER SQUARE FOOT = 0.49 kN M 2) LU TYPICAL WALL, FLOOR & ROOF FRAMING Ld JOISTS a. LINEAR INTERPOLATION SHALL BE PERMITTED / ( Ld O WIND—BORNE DEBRIS PROTECTION FASTENING SCHEDULE 2-10d NAILS V) W N A PANELS R F A DOUBLE TOP PLAT I-OR WOOD STRUCTURAL PA 00 FRAMING E 6TRUSS OR CEILING JOIST 0 W F A S T E N E R S P A C I N G (inches) SEE STUD TO RAFTER Z1:FASTENER SPAN 4 FEET 6 FEET BLOCKING SECTION A-A C PLE TUD PI CAL OR STUD TO STUD DETAIL GABLE END TRUSS 1) TYPE < 4 FEET < PANEL SPAN < PANEL SPAN ENDWALL RONUTD RS Q 0 < 6 FEET < 8 FEET 1/2•SPACING—� A A QIR 0 ALLOWS E CH SIDE NO. 8 WOOD SCREW 16 10 8" " HOLDDOWN NOS S ANCHOR WITH 2" EMBEDMENT INSTALLATION HEADER STUDS ---FULL LENGTH 5d COOLER NAILS AT 10" O.C. LENGHT DOUBLE A A WA STUDS F— < NOTE: 2"x4" BLOCK NAILED TO EACH STUD 0 CORNER STUD UPLIFT CONNECTION IS REQUIRED BRACE WITH 4-10d NAILS AT HA DW E NO. 10 WOOD SCREW 16" 12" 9" ° o CONNECTED TO BLOCKING HOLDDOWN 0 o TRANSFER SHEAR TYPIC L AT EACH END OF HEADER AND GYPSUM BOARD z ANCHOR WITH 2" EMBEDMENT (HDU) ° 0 ° _ CONN CTO S N UP AT BOTTOM OF HEADER STUDS IN LENGHT 0 NOTE: SIMILAR REQUITED CO EC R ADDITION TO CONNECTORS AT 5d COOLER NAILS AT 7" O.C. 0 W 00 CONNECTION FOUNDATION. AT EA H SIDE R UIR WALL STUDS OF CRIPPLES AT TOP AND 20 GAUGE STRAP Z Q 2-16d COMMON 1/4" LAG SCREW BASED ANCHOR 16" 16" 16" SIDE WALL ° NAILSAD'D.. FLOOR BRACING AT END BAYS TYPICAL FRAMING AND UPLIFT 10-8d NAILS o (n WITH 2" EMBEDMENT I FICURE 3. 6 ) CONNECTIONS FOR OPENINGS 8d NAIL AT 4 O.C. Q W LENGT �uBFLD�R ( WFCM u ' ENDWALL STUDS a. THIS TABLE BASED ON 180 MPH WIND SPEEDS AND A 33 FOOT MEAN ROOF HEIGHT. I w FACE OF FOOTING CEILING BRACING GABLE ENDWALL � b. FASTENERS SHALL BE INSTALLED AT OPPOSIfNG ENDS OF THE WOOD STRUCTURAL PANEL. FASTENERS SHALL BE LOCATED NOT LESS THAN 1" FROM EDGE OF PANEL. BAND JOIST ZD 0 12" MAX. (WFCM FIGURE 11 ) c. ANCHORS SHALL PENETRATE THROUGH THE EXTERIOR WALL COVERING WITH AN coo N AILS BASED ON EMBEDMENT LENGHT OF NOT LESS THAN 2" INTO THE BUILDING FRAME. I 0 1i SHEAR WALL REQUIREMENTS FASTENERS SHALL BE LOCATED NOT LESS THAN 2 1/2" FROM THE EDGE OF CONCRETE BLOCK OR MASONRY. TOP PLATE U w d. PANELS ATTACHED TO MASONRY OR MASONRY/STUCCO SHALL BE ATTACHED USING '�� r a � PROVIDE RAFTER TO VIBRATION—RESISTANT ANCHORS HAVING AN ULTIMATE WITHDRAWAL CAPACITY OF NOT H NO CEILING RIDGE TENSION STRAP cv / DIAPHRAGM CENTER 2x BLOCKING RIDGE HANGERS IF USE 8—8d COMMON NAI S LESS THAN 1,500 POUNDS. o H/2 BUT NEED OT HX BUT NEED NOT REQUIRED ON SHEATHING JOINT RAFTER TAILS ARE NOT 0 o ° EXC ED 15 FT. AX. E CEED 40 FT. MAX. ACH END OF 1-1�4 cV WOOD STRUCTURAL PANELS SHALL HAVE A\ MINIMUM THICKNESS OF 7/16 INCH (11.1 m) ° a 15/32 WOOD STRUCTURAL PANELS STRAPPED TO TOP 20 GAUGE STRAP HOLDDOWN o 0 CONNECTED TO O GABLE FACE AND ON WALL BELOW PLATE OF WALL BELOW � ROOF RAFTER (HDU) 0 0 0 TRANSFER SHEAR BASED ON SHEARWALL REQUIREMENTS w 0 0 FOUNDATION GLEARANCEFROM SCOPES GABLE ENDWALL, BALLOON FRAMING o 20 GA. STRAP— SNp�(„N) PREFERRED METHOD z 1>, AT HARDWARE RAFTER Q w 14 WIDE MIN. 8d NAIL AT 12" O.IC. ON (ifW/(8) 8d NAILS HOLD DOWN ALL FRAMING MEMBERS EACH SIDE BRACKETS AT SHEAR WALL CORNERS, NOT AT PANEL EDGES 3 WINDOW AND DOOR OPENINGS: GYPSUM BOARDUj Z (FLOOR TO FLOOR & FLOOR TO FOUNDATION; WFCM RIDGE BEAM16d NAIL AT W .�.� FLOOR TO FLOOR PHD5 24" O.C. RIDGE TENSION STRAP DETAIL- 01> CONNECTION ° TABLE R301 . 5 NOTES 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. O AREA HOLDDOWN USED LENGTH NUMBER OF CAPACITY OF HOLDDO S NOTES O.C. (ALL PANEL S APPPLIED TO ATTIC SPACES MEETING THE REQUIREMENTS IN T A B L E R 3 01 . 5- NAILS/ EDGES SECITRON R802.4.1 FOR CONVENTIONAL CEILING JOISTS AND) SECTION R802.10.7 FOR TRUSSES. ATTICS WITHOUT STORAGE ARE WOOD STRUCTURAL PANEL THOSE WHERE THE MAXIMUM CLEAR HEIGHT BETWEEN JOINST AND RIDGE SIMPSON CS-20-40 INCHES MIN. 6-8d PER RAFTER 602 LB RAFTER TO RAFTER INSTALLED IN ACCORDANCE WITH RAFTER IS LESS THAN 42 INCHES, OR WHERE THERE ARE NOT TWO S i m p s o n Strong — Tie RAFTER TO STUD SIMPSON H-7 ANCHOR 4-8d TO RAFTER 985 LB PER EVERY RAFTER NAILING SCHEDULE (TABLE 3.1 OR MORE ADJACENT TRUSSES WITH THE SAME WEB CONFIGURATION MINIMUM UNIFORMLY DISTRIBUTED LOADS (PSI ) 8-8d TO STUD CONNEC11ON 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 • _ 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 '� z CONNECTION (A) ODUTSIDE CORNER DETAIL BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD USE LIVE LOAD ROOF RAFTER RIDGE DETAIL STUD TO SILL PLATE SIMPSON H-8 5-8d TO STUD 745 LB EVERY STUD REQUIREMENTS. cc 4-8d TO PLATE GYPSUM BOARD U INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE o 8d NAIL AT NIFROMLY DISTRIBUTED LIVE LOAD OR A 300 POUND a * NOTES: SIMPSON STRONG 'TIE HDU 6" O.C. (ALL CONCENTRATED LOAD ACTING OVER AN AREA OF 4 SQUARE EXTERIOR BALCONIES 40 (n Uj 3 SCALE: N„T.S, SIZE PER MOST RECENT ANALOG INCHES, WHICHEVER PRODUCES THE GREATER STRESSES. "' ALL STRAPPING INDICATED MEETS OR EXCEEDS THE REQUIREMENTS IN THE SBCCI (STANDARD FOR HURRICANE RESISTANT RESIDENTIAL PANEL CONSTRUCTION, SSTD 10-99) TABLE 305 F1 FOR EAVE CONNECTIONS, TABLE 305 F2 FOR UPLIFT LOADS AT GABLE END WALLS AND SIDEWALL d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT (D 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 V NAIL PENETRATION INTO FRAMING IS ACHIEVED. e. SEE SECTION R502.2. FOR DECKS ATTACHED TO EXTERIOR WOOD STRUCTURAL_ WALLS. PASSENGER VEHICLE GARAGES 50 'k 00 INSTALL THROUGH FIRST FLOOR SHOE. f. GUARD IN - FILL COMPONENTS (ALL THOSE EXCEPT THE ®II PANEL INSTALLED INJ HANDRAIL) , BALUSTERS AND PANEL FILLER SHALL BE DESIGNED L x do ACCORDANCE WITHI 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 ® (TABLE 3.1, WCFM 20157) 24" O.C. NOT BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE ATTICS WITH STORAGE 20 LOAD REQUIREMENT. o HIGH WIND EDITION)) E.3 g. APPLIES TO ATTICE SPACES NOT MEETING THE REQUIREMENTS ROOMS OTHER THAN SLEEPING ROOMS a ®I z FOR STORAGE PER FOOTNOTE b. SEE SECTION R802.4.2 FOR 40 ®I 8d NAIL AT 6 O.C. ONE 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 (B) INSIDE CORNER DETAIL WITH TRUSSES, THIS LIVE LOAD NEED ONLY BE APPLIED TO THOSE PORTIONS OF THE BOTTOM CHORD OF NOT LESS TAHN TWO 12 O.C. ON ALL ADJACENT TRUSSES WITH THE SAME WEB CONFIGURATION STAIRS 40 FRAMING MEMBERS NOTE CONTAINING A RECTANGLE 42 INCHES (1067mm) HIGH OR GREATER AT PANEL EDGES BY 2 FEET (610 mm) WIDE OR GREATER, LOCATED WITHIN THE GUARDRAILS AND HANDRAILS 200 SHEET NO. PLANE OF THE TRUSS. THE RECTANGLE SHALL FIT BETWEEN THE 2 C 0 R N E R BRACING DETAIL TOP THE BOTTOM CHORD AND BOTTOM ANY OTHER TRUSS MEMBER, PROVIDED THAT EACH OF THE FOLLOWING CRITERIA IS a MET: s. EXTERIOR CORNER FRAMING 1. THE ATTIC AREA IS ACCESSIBLE BY A PULL - DOWN STAIRWAY . 3 SCALE: N.T.S. OR FRAMED OPENING IN ACCORDANCE WITH sECTION 807.1:AND 2. THE TRUSS SHALL HAVE A BOTTOM CHORD PITCH LESS THAN Simpson Strong— Tie 2:12. HDU h ATTIC SPACES SERVED BY A FIXED STAIR SHALL BE DESIGNED TO SUPPORT THE MINIMUM LIVE LOAD SPECIFIED FOR SLEEPING ROOMS. (TABLE 3. 1 WFCM 2018 HIGH WIND E D I TI 0 N ) STABLE 3.2A WFCM 2018 HIGH WIND EDITION) The design of this structure is based upon prescriptive approach using the M �, SILL OR BOTTOM PLATE TO FOUNDATION ANCHOR BOLT Wood Frame Construction Manual (WFCM) 2018 130 MPH COPYRIGHT 2015 SBC NAILING SCHEDULE P IF published by The American Forest and Paper Association. Non- Structural elements G E N E R AL NOTES: MAX. ANCHOR BOLT SPACING (INCHES) are based upon the 2020 NEW YORK STATE RESIDENTIAL CODE. ANCHOR BOLT CONNECTION FOUNDATION NOTES 1.2.3.4 0 4 RESISTING SUPPORTING p 1. All works shall be erformed in accordance with all state, JOINT DESCRIPTION NUMBER OF NAILS NAIL SPACING For the Climatic and Geographical Design Criteria, see Table R301.2(1) on municipal, local zoning and building codes and ordinances ' r' i l a COMMON NAILS 1 _ FLOOR1/2" ANCHOR BOLTS 3t sheet no. 1 having jurisdiction and best standards of construction ,.,��� LATERAL AND SHEAR LOADS 2 - FLOORS 5/8" ANCHOR BOLTS 48 All non engineered lumber to be Douglas Fir#2 or better practice. s., ; RAFTER TO TOP PLATE TOE-NAILED 4-8d PER RAFTER/STUD Wind Limitations-Section R301.2.1 { t 1. PRESCRIPTIVE LIMITS ARE BASED ON ASSUMPTIONS IN TABLE 3.26 The American Institute of Architects Conditions shall apply t 2. WHEN ANCHOR BOLTS ARE USED TO RESIST UPLIFT, LATERAL, AND SHEAR LOADS, THE MAXIMUM ANCHOR BOLT SPACING SHALL NOT EXCEED THE Design Criteria-Section R301.2.1.1. (See Table R301.2.(4)A for Wind-Born Debris to all work a CEILING JOIST TO TOP PLATE TOE-NAILED 4-8d PER JOIST LESSER OF THE TABULATED VALUES FOR UPLIFT LOADS (TABLE 3.2C) OR LATERAL AND SHEAR LOADS (TABLE 3.2B). g Schedule For Wood Structural Panels r performed On this project. Protection Fastening ) 2. The Contractor shall verifyall conditions at the site. An 3. FOR THREE SECOND GUST WIND SPEEDS GREATER THAN 130 MPH. discrepancies must be brow y CEILING JOIST TO PARALLEL RAFTER FACE-NAILED 9-16d EACH LAP 4. IN NO CASE SHALL ANCHOR BOLT SPACINGS EXCEED 6 FEET ON CENTER. P brought to the attention of the Architect - Live Load-Section R301.5 prior to commencement of construction. The Contractor shall be CEILING JOIST OVER PARTITIONS FACE.-NAILED 9-16d EACH LAP Light and Ventilation-Section R303 responsible for corrections not reported once he has started work Minimum Room Area-Section R304 except for hidden job conditions. Z COLLAR TIE TO RAFTER FACE-NAILED 6-8d PER TIE Ceiling Height-Section R305 3. Contractor shall guarantee to the Owner that all materials and 0 BLOCKING TO RAFTER TOE-NAILED 2-8d EACH END and ation-Section R306 equipment incorporated in the work will be new, and that all work _ Toilet Bath and Shower Space-Section R307 will be of good quality, free from faults and defects for a period TRIM BOARD TO RAFTER END-NAILED 2-16d EACH END Glazing-Section R308 of one year form the date of the final Certificate of Occupancy. F- Garages and Carports-Section R309 4. The Architect shall not be responsible for the construction means, WALL FRAMING Emergency Escape and Rescue Opening-Section R310 method, techniques, sequences or procedures, or for the safety 1 Means of egress-Section R311 precautions and programs in connection with the work, and he TOP PLATE TO TOP PLATE FACE-NAILED 2-16d (SEE NOTE ) PER FOOT Landing-Section R311.3 shall not be responsible for the contractors failure to carry out Ramps-Section R311.6 the work in accordance with the construction documents. The TOP PLATE AT INTERSECTION FACE-HAILED 4-16d JOINTS - EACH SIDE Stairway-Section R311.7 Architect shall not be responsible for the acts or omission by N STUD TO STUD FACE-NAILED 2-16d 24' O.C. Handrail-Section R311.7.8 the contractor No changes shall be made in the documents W Guards-Section R312 HEADER TO HEADER FACE-NAILED and/or the building as designed without the expressed written o Smoke Alarms-Section R314 consent of the Architect. 16d 16 O.C. ALONG EDGES Carbon Monoxide Alarms - R315 5. The contractor and all subcontractors shall maintain continuous Foam 2-16d PER 2X4 STUD plastic-Section R316 insurance coverage statutory policies (Worker TOP OR BOTTOM PLATE TO STUD (END-NAILED) Flame Compensation, etc.) and general liability in an mount not cn 3-16d PER 2X6 STUD Insulation-Section R316read and Smoke-Section R315 � 4-16d PER 2X8 STUD Dwelling Unit Separation-Section R317 less than 5 million and automobile liability and damage o FACE-NAILED 2-16d (SEE NOTE 1,2) PER FOOT Moisture Vapor Retarders-Section R318 coverage not less than S 2 million. The Architect shall be in N Protection Against Decay-Section R317 named Insured on any and all policies. > \ FLOOR FRAMING Protection Against Termites-Section R318 6. Provide 0.025" of a meatal shield, other than aluminium, over fibrous co a, Site Address-Section R319 insulation at all perimeter sills. JOIST TO SILL TOP PLATE TO GIRDER (TOE-NAILED) 4-8d PER JOIST Accessibility-Section R320 7. All wood in contact with concrete or masonry to be Wolmanized Elevators and Platform lifts -Section R323 or pressure creosoted. BRIDGING TO JOIST TOE-NAILED 2-8d EACH END Flood Resistant Construction-Section R324 8. A single station smoke detector alarm device shall be installed BLOCKING TO SILL OR TOP PLATE TOE-NAILED 3-16d EACH BLOCK in each bedroom, on all floors and shall be all interconnected per code. Foundation-Chapter 4 9. All bathroom without operable windows to be mechanically ventilated LEDGER STRIP TO BEAM FACE-NAILED 3-16d EACH JOIST Design based upon presumptive load bearing values of sandy gravel and or gravel as per New York State Code. 3-8d PER JOIST at 3000 pounds 10. Heating to be designed to provide 70 degrees F. with outdoor JOIST ON LEDGER TO BEAM TOE-NAILS=D per square foot. Contractor to consult Arcitect if different soil materials are designed air-temperature of 0 degrees F. and 15 MPH wind. found upon excavation, 11. All electrical work to be in accordance to the rules and 0 BAND JOIST TOJOIST END-NAILED 3-16d PER JOIST or test hole, for alternative footing and foundation wall design. regulation of N.Y.B.F.U. and a N.Y.B.F.U. certificate is 0 BAND JOIST TO SILL OR TOP PLATE TOE-NAILED 2-16d PER FOOT to be presented to the Owner at the completion of the job. /'� ` V Foundation Notes: 12. Plumbing Installation to comply with State and Local codes (' LU- BLOCKING TO FLOOR JOIST (TOE-NAILED) 2-8d EACH END 5/8" Ancor Bolts (SSTB-28) See chart on this sheet for spacing and the sewage disposal system to meet Health Department standards. (i 0 8" poured concrete foundation wall, 8'-0" high, 3000 # test 13. Do not scale drawings. Use figure dimensions only. ROOF SHEATHING Minimum depth-Section 403.1.4, 14. All work to conform to the rules and regulations of the New York W UJ (N p 48' minimum coverage to top of footing STRUCTURAL PANELS RAFTERS OR TRUSSES SPACED UP TO 16" OC #8d 6" EDGE 6" FIELD 16"x8" poured concrete wall footings, 3000 test Energy Conversation Construction Code. All glazed area to be double / „ "es " glazed and all exterior door to have insulated cores. 2-1 3/4 x11 7/8 Microlam Girder (or 3 1/2 x11 7/8 Power Beam) 15. The insulation protection as indicated on these I W GABLE ENDWALL RAKE OR RAKE TRUSS W/O GABLE OVERHANG 8d 6" EDGE / 6" FIELD 4" poured concrete floor slab with 6x6x#10 mesh and vapor barrier the Code's minimum standards. Pans exceeds Z Damp proofing at exterior foundation below grade-Section R406 Q GABLE ENDWALL RAKE OR RAKE TRUSS W STRUCTURAL OUJTLOOKERS Sd 6" EDGE / 6" FIELD „ 16. These drawings and specification are instruments of service and 30 x30 x12 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 Sd 4 CONCRETE TO HAVE 5 TO 7% AIR-ENTRAINMENT which they made is executed or not. They may not be used Q 0 EDGE 4" FIELD Deck and porch flootings as noted, 3000# test, 48" minimum buried depth on any other project except by written authorization of the Architect. CEILING SHEATING 17. Architect has not been retained for site supervision, on-site U r, GYPSUM WALLBOARD 5d COOLERS 7" EDGE / 10" FIELD Foundation wall to extend a minimum 8" above finished grade inspection and certifications as required or requested by the Owner, 0 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 0 Pour no concrete on frozen ground or in freezing water. STRUCTURAL PANELS STUDS SPACED UP TO 16" OC 8d 6" EDGE / 12" FIELD Provide 3 1/2' steel tally columns. Q Backfill shall not be placed against the wall until the wall has sufficient UPLIFT - CONTINUOUS PATH CONNECTORS strength and has been anchored to the floor above, or has been sufficiently ec L braced to prevent damage by the backfili (Section R404.1.7.) USE SIMPSON STRONG-TIE CONNECTORS L Z 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 W Draftstopping - Section R502.12 CONSTRUCTION CATALOG C-HW02 GYPSUM WALLBOARD 5d COOLERS 7" EDGE / 10" FIELD Fireblocking - Section R502.13. ANCHOR BOLTS IN FOUNDATION USE: Z Floor Construction: SSTB28 WITH BEARING PLATE, SEE FOUNDATION Simpson Strong-Tie w 3/4" plywood subfloor, fasten per Table 3.1 WFCM. NO",-IS FOR SPACING Floor joists: see Foundation and Floor Plans, spacing as noted. U210 2X6 Q Fasten per Table 3.1 WFCM. SILL PLATE TO RIM JOIST USE: AT EACH RAFTER Q 2-2x6 ACQ sill with termite shield and sill seal. LTP4 16" O.C. AT EXTERIOR PERIMETER Finish floors per agreement. AND GARAGE/HOUSE COMMON WALL 4-1Od x 1 1/2" `� Cif Wall construction - WFCM Prescriptive Method. USE (4)-8d NAILS AT EACH END FLOOR SHEATHING Waliframing and finishing shall be nailed and or screwed in accordance with GARAGE STUD GARAGE SILL PLATE USE: WFCM, Table 2 and Section 4 SSP CONNECTOR AT 16" O.C. NOTE' USE 4 -8d NAILS AT EACH END STRUCTURALPANELS overhangs'asr noted. ( ) ATTACH LEDGER TO FRAMING Vinyl vented soffits. RIM JOIST TO STUD CONNECTION USE: MEMBER WITH 2-1/2" X 5" LAG 1' OR LESS 8d 6 EDGE 12" FIELD Alluminum gutters and leaders. Siding: see Elevations. „ 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 04 1/2" MR GWB in wet areas Simpson Strong-Tie N window At least onendow in each sleeping room shall comply with the exit regirements RAFTER TO STUD CONNECTION USE: 0 of section MTS 36, EACH ROOF RAFTER U210 2X6 I- USE 8 16d NAILS AT EACH END Note drilling and notching limitations in figure R602.6(1) for bearing walls and RAFTER TO RIDGE TO RAPIER CONNECTION USE: AT EACH CEILING JOIST Q_ SIMPSON STRONG - TIE figure R 602.6(2) for non - bearing walls. H7 EACH ROOF RAFTER " w „ Follow exterior corner framing detail figure R602.10.5 4-10d x 1 1/2 0 01 1 /�4 COIL STRAP - DECK POST TO CONCRETE CONNECTION USE: Roof assemblies - WFCM Prescriptive Method (WFCM table 2) Asphalt strip shingles PBS44A FOR EACH POST 16" (O.C. USE 4-8D shall have minimum of six (6) fasteners per shingle (section R905.2.5) NAILS AT EACH STUD SIMPSON Underlayment application (Section R905.2.7.)nailing see table 3.8 DECK POST TO GIRDER CONNECTION USE: �� -8 USE W ONLY 5 " „ For roof slopes of two (2) units vertical in twelve (12) units horizontal (17- PC44 FOR EACH POST J MIN (OVERLAP IS 12 /a ANCHOR BOLT (14 ) CE 5- 8D TO STUD ONE SILL percent slope), GIRDER TO DECK JOIST CONNECTION USE: Simpson Strong-Tie Tie W 4- 8D TO PLATE PLATE IN 7" MI PLATE up to four (4) units vertical twelve (12) units horizontal (33 -percent slope ), p g- 7" MINIMUM EMBEDMENT underla MTS12 ® EACH JOIST U210 2X6 - (EVERY STUD) STUD TO S yment � (SEE ANCHOR SCHEDULE, shall be two 2 I rs applied in the following manner. Apply A 19-inch 483 stri ATTACH T O DECK USE: ON DWGS A-3.1 AND A-3.2 °f ( ) pp g pp y ( ) p PS720 (ALIGNCH POST WITHJOIST BELOW / ) ) �. AT EACH DECK PORCH JOIST underlayment felt layers with and starting at the eaves , fastened sufficiently to SIMPSON hold in place. PORCH POST TO GIRDER USE: PS720 M " HDU Starting at the eave , apply 36- inch wide (914 mm( sheets of underiayment, PORCH ROOF RAFTER TO GIRDER USE: (14) SDS Y X 3 overlapping WOOD SCREWS H2.5A AT EACH ROOF RAFTER 7 MIN EMBEDMENT 4-1 Od X 1 1/2" �� successive sheets 19 inches (483mm), and fstened sufficiently to hold in place. (SEE FOUNDATION PLANS A-3.1 AND CZ For roof slopes of four (4) units vertical in (12) units. TYPICAL PORCH / DECK LEDGER U 'D .• '. ' ECM �A-3.2 FOR LOCATION) Ice Protection (Section R905.1.2) ° ( ) > g c ) CONNECTIONS • 9 MINIMUM DOUBLE STUD Underla ent in High wind Section R905.1.1 D°A °•° ° n '' ' SIMSON STRONG - TIE Flashing (Section R905.2.8) O e A .4 ' •c o•,�, D , , n Chimney and firespaces - Chapter 10 STU }� BEARING PLATE . �• 1. ° 0, yb 1 1/4 COIL STRAP - 16 O.C. Energy Efficiency - Chapter 11, see attached report D .•e .°o l� °D' 4.. USE 4-8D NAILS ® EACH STUD Mechanical - Chapter 12 DOUBLE 2X MIN. s. •° • ' a'o e , a D General Mechanical System - Chapter 13 FOR HEADER OR ° _ • V. °° " e° •°° 'a•ee ��" e ° Heaitng and cooling equipment - Chapter 14 BEAM ,^.' \ Exhaust Sustem - Chapter 15 y Duct System - Chapter 16 • z D D . > D DA MTS30 p " - ' • �• • ' DOUBLE TOP PLATE ROOF RAFTERS Combustion Air - Chapter 17 Simpson Strong-Tie °•a °•a u°••°•e„ ° a 1 .�� :a 71,�,"aQ'a D Chimneys and Vents - Chapter 18 AC4 SSP Plumbing - Part VII AT EACH POST o ° SEE PLAN a Flood Zone 301.2.4 .' Jc r -EDGE DISTANCE 'a•.� a' e D HEADER U) u' FLOOR TO FLOOR D LSTA21 Simpson Strong-Tie V CONNECTION KING STUDS cs20114" COILED Y2" THREADED ROD i STRAP. MIN 12" REQUIRED FOR STU 1/2-----, OVERLAP AT EACH L °° JACKC STUDS x SIMPSON STRONG - TIE SIMPSON STRONG-TIE STUD o 1 1/4 COIL STRAP - H2A 2"MINIMUM CNW NUT COUPLER co 16" O.C. USE 4-8D SIDECOVER (� AT EACH ROOF NAILS AT EACH STUD RAFTER USE 8-16D \ I �' MIN EDGE MIN AP S 12 NAILS AT EACH END, JACK O SILL . �� :: ' x DISTANCE* , 12" MIN OVERLAP PER 0 RT2.5 COMPONENT '•�" - STHD8 .�''" ;. •°• MIN EDGE SHEET NO. STUD TO ROOF RAFTER x ..... ': '•4�'' DISTANCE'S FLOOR TO FLOOR Simpson Strong-Tie *NOTE: SEE MANUFACTURERS WRAP UNDER SILL PLATE CONNECTION TYPICAL STR STRAPPING FOR CO AT EACH MIN. OVERLAP IS 12" I FRAMED OPENINIG EXTERIOR WALL N N ECTI ON S: CH POST FOOTING MINIMUM ADISTANCE CHART FOR SILL PLATE TO RIM JOIST AND CANTILEVER CONDITION RIM JOIST TO STUD CONNECTION WALL TO FOUNDATION CONNECTION PORCH COLUMN CONNECTIONS z c. 4' �� •tf . ""P ARCHITECT EXISTING EXISTING PRIMARY PRIMARY EXISTING EXISTING BATHROOM BEDROOM FAMILY BREAKFAST EXISTING EXISTINGREVISIONS D E S C R I P T 1 0 IN ROOM NOOK KITCHEN MUD ROOM LINE OF EXISTING RESIDENCE LINE OF EXISTING RESIDENCE LINE OF EXISTING RESIDENCE EXISTING EXISTING LINE OF EXISTING RESIDENCE G � jam/ EXISTING EXISTING %,C� _ EXISTING - — -- LINE OF EXISTING LC EXISTING RESIDENCE EXISTING EXISTING r EXISTING EXISTING DECK w U P EXISTING PLAN � SCALE: 1/4" = 1'-0" W W WO 0 > 0 Q U) z W o W -I W Qz 0 Ld Qp W � - � = W o � 0- Q ° .J o N Q w LINE OF EXISTING F IN T REMAIN 12 EXISTING 12 Charles M. Thomas LINE OF EXISTING , EXISTING� r ROOF LINE TO REMAIN ILINE OF EXISTING ROOF LINE TO REMAIN a r C h i t e C t 9'-0" PLATE HEIGHT PO BOX 877 JAfJESPORT, NY 11947 (631) 727-7993 PROJECT * T.O. WINDOWS I o i EXISTING CONDITIONS T.O. FIRST FLOOR 17-11 DATE: 2/3/25 EEXISTING REAR ELEVATION PROJECT No. DRAIMNG BY. CMT SCALE: 1/4" = 1'-O" CHK BY. DWG No. W-FQ I0 I OF I 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.VISU4L 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. 4� 1�s:yd-o o ARCHITECT 1.1; L JUN 2 4 2o<-o i LINE OF EXISTING r;si9 ';•, z-, REVISIONS D E S C R I P T ION R f l TO REMAIN 7/10/25 EDITS PER HOMEOWNER EXISTING CHIMNEY TO REMAIN 6/23/26 AS BUILT CONDITIONS i I i i EXISTING ROOF EXISTING ROOF s SHINGLES TO REMAIN Pao s����Fl SHINGLES TO REMAIN 12 00 F 12 MATCH 1�' 6p MATCH 12 EXISTING J T� qPO EXISTING LINE OF EXISTING 0 J NEW j EXISTING r ROOF LINE TO REMAIN s j I EXTENDED EXISTING ROOF OldtT i ( ` OVER NEW SUN ROOM NEW SIDING MATCHES EXISTING J HOUSE 9'-0" PLATE HEIGHT I � T.O. WINDOWS NEW NEW NEW NEW OUTDOOR a EXISTING SIDING TO EXISTING SIDING TO J r �� LINE of B HIGH HAND RAIL J J I � PER NYS BUILDING CODE EXISTING SIDING TO REMAIN REMAIN j REMAIN T.O. FIRST FLOOR T Ld w i = w Ll rE PROPOSED REAR ELEVATION O SCALE: 1/4" = 1'-0" --- ---- ® 0 t v O w W ' . � 0 Qz 0 W Ld Wcf) z T - O EXISTING LINE OF EXISTING LINE OF EXISTING t EXISTING _L CHIMNEY TO ROOF LINE TO REMAIN CHIMNEY TO REMAIN ROOF LINE TO REMAIN REMAIN O 1 j l r T 1 J } 1� EXISTING ROOF � SHINGLES TO REMAIN + II lr fl ( ! a•_ T�r �-=,.r_ EXISTING ROOF 12 _ R ROOF SHINGLES _ ___ _ SHINGLES TO REMAIN MATCH t_-_ 1 ; uj 'MATCH EXISTING ROOF I EXISTING MATCH EXISTING ROOF SHINGLES I ! LINE OF EXISTING SK285 SK2857 SK2857 � SK2857 I I ATCH EXISTING ROOF ROOF LINE TO REMAIN EXTENDED EXISTING ROOF 0 I!''� i. l -T �,�,� = I ,_�__; _ 4r�-f�_ri - _ — • N ROOM _ EXISTING ROOF OVER NEW SUN 00 ,I I- �- L-� -a -I �=a'__ - � _ -_�. ,.�� _-- 1 I_�_ - _ EXTENDED EXISTING ROOF _J EXTENDED EXISTING ROOF rl ! T OUT OVER NEW SUNROOM I SHINGLES TO REMAIN OUT OVER NEW SUNROOM r 1 i rI EXISTING HOUSE NO CHANGE EXISTING HOUSE NO CHANGE r Charles M. Thomas 1 II j NEW NEW ( NEW NEW J NEW j LINE OF 36" HIGH HAND RAIL PER NYS\\ _- - _-_._-. a r C h I t e C t BUILDING CODE 1 BACK SIDE OF OUTDOOR KITCHEN PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 0 Ii I TJ _ PROJECT AS BUILT ELEVATIONS rE PROPOSED SIDE ELEVATION E PROPOSED SIDE ELEVATION 2 SCALE: 1/4" = 1'-0" 2 SCALE: 1/4" = 1'-0" DATE: 2/13/25 PROJECT No. r DRAWING BY. MC CHK BY. DWG No. g ; 0- 001 00 E j �1 OF 3 Y{ � 1 I THOSE 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 WHOLLE 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. • VM1 a� _ -.mac' SIS� wT G j �O U I..r '�b �' 4.. Y I EXISTING t� y- -�"'� `� ,nf' ARCHITECT IEXISTING EXISTING EXISTING , ' PRIMARY PRIMARY FAMILY BREAKFAST EXISTING EXISTING BATHROOM BEDROOM ROOM NOOK KITCHEN MUD ROOM REVISIONS D E S C R I P T ION ro LINE OF EXISTING LINE OF EXISTING LINE OF EXISTING / /2s EDITS PER HOMEOWNER RESIDENCE RESIDENCE RESIDENCE 6/23/26 AS BUILT CONDITIONS EXISTING EXISTING r LINE OF EXISTING F` LINE OF E ID)ENNG G I EXISTING EXISTING RESIDENCES \ RESIDIENCE \y�? I �,� I sNK E STING IEXISTING I � f EXISTING m L — 0 oZ �w w EXISTING DOORS TO REMAIN r EXISTING DOORS TO REMAIN o~ a 3 Y L tO z — —� 1 N — EXISTING CHIMNEY 3 I g TO REMAIN Z ! z F F ILO LKYLIGHT ABOVE) [SKYLIGHT ABOVE) L O O � ®®', U NEW _Zr U NEW 0° lie o 3 �' SUN ROOM D Z = DECK = O N w to n o z CATHEDRAL CE CEILINGS i�o TREK DECKING I 2'-8 I N 3 U U �I`---�I` Z Z a ( Z a0 � 1 ul r LO o1'-4"1'-4" LKYLIGHT ABOVE) 3 [SKYLIGHT ABOJ W z p 22'-8" 18'-3" M z� 0 I =U Z = NEW NEW NEW NEW co V-4" 4'-3" o Z LANDING Z w NE OF 36" HIGH HAND { of 0 o AIL PER NYS BUILDING i CODE (TYP) Li j0 P PROPOSED PLAN 0 �- I f— 0 1 SCALE: 1/4" = 1'-O" V-51" 3'-51" I 5'-7" 5'-7" 5'-7" If 0 w 23'-8" 18'-3" _I I � j NEW CONSTRUCTION NEW DECK ( � w Q I r) W 0 Ld ® I— Li — W LINE OFO EXISTING 0 z Z 0INNE OF EXISTING 2"X10" ACQ LEDGER LINE OF EXISTING P.C. FOUNDATION WALL P.(C. FOUNDATION WALL P.C. FOUNDATION WAL n < j �— 2"X10" ACQ LEDGER O O ry ^I LINE OF EXISTING _ - n ED `rnv C. 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DWG No. I A 002 00 2 OF3 i i I 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 INI 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. km 1zy ARCHITECT REVISIONS D E S C R I P T I O N I -, I I 4.11�1� nJ r-I, �� \� EXISTING ( - - ,-F=I QR'EAKFAST EXISTING KITCHEN i. 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Jrli I I REMAIN REMAIN Is RESIDENCE �,. . .�� EXISTING EXISTING LC � F+ EXISTING / LINE OF EXISTING O RESIDErJCE I EXISTING LINE UF+ ROOF END TO BE EXTENDEDL ROOF END TO BE EXTENDED (2) 2"X10" RR zi 2"X10" TRIMMER (2) 2"X10" RR I 0 0� o� I oo oo 0 o = SK2857 _ _ = SK2857 _ N N N N a o (2) 2"X10" RR 2) 2"X10" RR _ EITHER SID OF RAFTER — Z — — — — — — — — — — — NEW 0 o NEW 2"X10" ROOF RAFTERS NEW 2"X10" ROOF RAFTERS DECK Ld o I 016" O.C. — — — — — — — — — — 016" O.C. 0 �0 o a I NEW 2"X8" LLAR TIE ON „ F (2) 2 X10 RR (2) 2 X10 RR ZI N� w X J w o t:T M w z X_ SK2857 I _� _� N N Of (V N 1 X I w (2) 2"X10" RR (2) 2"X10" RR NEW 2"X8" LLAR TIE ON EITHER SID OF RAFTER '• f I J z = W W O P PROPOSED PLAN O 3 SCALE: 1/4" = 1'-O" Co Z W o w W Qz W � 0 LINE OF EXISTING rW V W ROOF LINE TO REMAIN ! T I EXISTING CHIMNEY TO REMAIN 11 �" ML HEADER O o of EXISTING ROOF SHINGLES O ®� TO REMAIN ���OC' 76 ��Oh ® EXISTING ROOF SHINGLES SK2857 \ SK2857 TO REMAIN j 12 \ 12 Lu EMATCHXISTC TJNG NEW 2 X8 COLLAR BEYOND \, MATCH (SE-- ROOF FRAMING PL N EXISTING PROPOSED FASCIA TO } EXTENDED EXISTING MATCH EXISTING I ROOF OUT OVER NEW 2"X10" HDR 2"X 0" HDR SUN ROOM I BEAD BOARD BEAD BOARD 9'-0" PLATE HEIGHT _ RAFTER TO GIRDER (14) 1 Od x 1 1/2- CHIMNEY BEYOND -- T.O. WINDOWS _ FASTENER LE ! I o Ridge Beam Charles M . Thomas ILIJ 2"X " WALL CONSTRU TION a r c h i t e c t F IN AN ' K Fo- _ oumooR PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 I i T.O. FIRST FLOOR 2" 1 E M KITCHEN f 16 L0. LINE OF HIGH MTS12 HAND RAIL IL IPER o NYS BUILDINIG ... RIDGE PROJECT CODE _I 4" POURED CONCRETE SLAB OVER 6 MIL. POLYETHLENE 3 2X10 ACID GIRDER RAFTER COMPJ4' do FlLLED COMPACT VAPOR BARRIER ON WELLFU COMPACTED POROUS FILL 8" POURED CONCRETE FOUNDATION Z D 10 WALL ON 8"X16" POURED 12"0 SONO TUBE ON Simpson Strong Tie CONCRETE FOOTING 24"x24"x12" FOOTINGS CS-20x18" MIN. WITH (7) lOd COMMON NAILS — — — — — — — — — — — -- — — — — — — — — — — — �' MIN 36" BELOW GRADE PER RAFTER INSTALLED OVER PLYWOOD AS BUILT ROOF (MYPICAL OFUST BE VIRGIN) SOIL) FRAMING PLAN 8t � RIDGE STRAP TIE SCALE: N.T.S. e RAFTER TO GIRDER CROSS SECTION , s PROPOSED CROSS SECTION SCALE: N.T.S. 1. . SCALE: -1/4„ 1- --'—O- „--- - - --------- - -- - -- -- DATE: 2/13/25 PROJECT No. DRAWING BY. MC CHK BY. DWG No. i A[]- 003 00 3OF3 i 1 1 i 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. px,) THIS PROJECT IS IN COMPUANCE WITH 2O20 RESIDENTIAL CODE OF NEW YORK STATE. C. P �.�' L '• ,..�`� �r-ewe.. �; ✓�., `r6• r ARCH ITEC-r LINE OF EXISTING REVISIONS D E S C R I P T ION R OF LINE TO REMAIN 7/10/25 EDITS PER HOMEOWNER EXISTING CHIMNEY TO REMAIN EXISTING ROOF EXISTING ROOF SHINGLES TO REMAIN �o s' SHINGLES TO REMAIN 12 00P F�F 12 ATCHEATCH XISTING F����� ���0 �EXISTING 12 PROPOSED FASCIA TO MATCH LINE OF EXISTING 6 2 3 EXISTING EXISTING r ROOF LINE TO REMAIN I EXTEND EXISTING ROOF OUT EXTEND EXISTING ROOF OUT OVER PROPOSED SCREENED OVEF2 PROPOSED SCREENED PORCH AS SHOWN PORCH AS SHOWN PROPOSED SIDING TO MATCH EXISTING 9'-0" PLATE HEIGHT SCREEN PANELS PER SELECTION OF T.O. 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W W W0 E PROPOSED REAR ELEVATION Q > �- SCALE: 1/4" = 1'-0" O cl) z W w -i W I- rr CD z Q C) W Q O LiJ W � — � = W o z EXISTING LINE OF EXISTING EXISTING 0- < CHIMNEY TO ROOF LINE TO REMAIN LINE OF EXISTING CHIMNEY TO REMAIN ROOF LINE TO REMAIN O REMAIN 0 - - EXISTING ROOF Hill ill H7 SHINGLES TO REMAIN = W EXISTING ROOF 12 12 _ PROPOSED ROOF _ SHINGLES TO REMAIN MATCH MATCH PROPOSED ROOF SK2857 SHINGLES TO MATCH SK2857 EXISTING SHINGLES TO MATCHT EXISTING LINE OF EXISTING SK2857 SK2857 EXISTING ROOF LINE TO REMAIN EXISTING EXTEND EXISDNG ROOF OUT OVER PROPOSED SCREENED EXISTING ROOF EXTEND EXISTING ROOF OUT PORCH AS SHOWN EXTEND EXISTING ROOF OUT _ _ OVER PROPOSED SCREENED - --- - OVER PROPOSED SCREENED-� SHINGLES TO REMAIN EXTEND EXISTING ROOF OUT PROPOSEDOVER GREENED PORCH AS SHOWM PROPOSED FASCIA TO MATCH PORCH AS SHOWN PORCH AS SHOWN EXISTING -- PROPOSED FASCIA TO MATCH EXISTING I 8"X8" ACQ. COLUMN EXISTING HOUSE NO CHANGE EXISTING HOUSE NO CHANGE •:< ;<{.:' a"zl:;;%' r .' ?hv' ;;. ^r;: ;•} ,.'r,`'•'^`' r}yl.yJ:::\_..:,y 8"X8" ACQ. COLUMN WRAPPED WITH AZEK (TYP.) ;.`{•. r„!;., n - :{`:?' v^, ^ WRAPPED WITH Y�_. "^ ED AZEK TYP. SCREEN PANELS PER \ •.. •�•�,•: -;^ ! SCREEN PANELS PER ,-:: � - .v.." r tit"(!.^:}'{^:r•;is^::v.^„ SELECTION OF OWNER ..., .} ..:.^. r:^r}i. v ....�...... SCREEN.:.^ SCREEN>::,' ;•. J/ v,}{SCREEN": ;{'?:{:SCREENw ; 'r . tS\i :,?SCREEN' '. SELECTION OF OWNER I Y � �. .} •s?� Charles . Thomas ``?'DOOR Y:_ti. ;.� }'^ :5.:>."�S' },:^.'`:�\:rti�.?S^:.1., .4 1,� { .,•} �,t.}" ,{!,. .•;. :%r�'l •!!^\fir.r :�?{.\. }'r;^:i/. 'r>;�. '%r.'•` .?i.<' a r C h I t e C t -- BACK SIDE OF OUTDOOR KITCHEN PO BOX 877 JAMESPORT NY 11941 (631) 721-7993 LINE OF 36" HIGH -- - -- HAND RAIL PER NYS -_ INE OF 36" HIGH -- HAND RAIL PER NYS PROJECT BUILDING CODE: BUILDING CODE i i i I PROPOSED ELEVATIONS E PROPOSED SIDE ELEVATION E PROPOSED SIDE ELEVATION 2 SCALE: 1/4" = 1'-O" 2 SCALE: 1/4" = 1'-O" DATE: 2/13/25 f i PROJECT No. r DRAWING BY. MC i CHK BY. i DWG No. �— 001 00 i 1 OF 3 I I I I i THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONIS, 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, IM WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECTAASUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. f i THIS PROJECT IS IN COMPLIANCE WITH 2O20 RESIDENTIAL CODE OF NEW YORK STATE. 3 f� R c G1 :s km EXISTING EXISTING EXISTING ;�. ARCHITECT EXISTING �rP� PRIMARY PRIMARY FAMILY EXISTING R BEDROOM ROOM BREAKFAST KITCHEN EXISTING BATHROOM NOOK MUD ROOM REVISIONS D E S C R I PT I ON LINE OF EXISTING LINE OF EXISTING / / LINE OF EXISTING 7 10 25 EDITS PER HOMEOWNER RESIDENCE RESIDENCE RESIDENCE EXISTING EXISTING LINE OF EXISTING F LINE OF EXISTING V EXISTING EXISTING RESIDENCE RESIDENCE �� T�G' EXISTING EXISTING LINE OF 36" HIGH HAND RAIL EXISTING PER NYS BUILDING CODE (TYP) M EXISTING DOORS TO REMAIN EXISTING DOORS TO REMAIN e O �p EXISTING CHIMNEY I I I TO REMAIN �p6 i 22'-8" PROPOSED 6"X6" POST (TYPICAL) NEW I I I I� O a J I PROPOSED w N PROPOSED of I I I I CV SCREENED 1 DECK J IN PORCH REPLACE EXISTING NY AS SHOWN BLUESTONE ofo PROPOSED 6"X6" POST a Q g II�_I� C1 1 (TYPICAL) I L N EXISTING STEPS TO BE REMOVED I in 1 20" HIGH BULKHEAD 20" HIGH BULKHEAD 1 I a WALL FOR SCREENED WALL FOR SCREENED PORCH PORCH (3) 11 7/8" ML HEADER 8'XS" ACO. COLUMN ROPOSED 6"X6" POST - w WRAPPED WITH —LINE OF 3 I EXISTING STEPS TO AZEK (TYP. OF 2) RAIL PER NYS BUIL ING BE REMOVED CODE (TYP) 0 y 4'-48" 1'-6 3'-11 Li 5'-0" 4'-5" 4'-5" 5'-0" 13'-0" _ W W O 42'-1" 0 P PROPOSED PLAN 0 SCALE: 1/4" = 1'-O" z oW Lv-iW _ Cc 0 z Q 0 LW < o o � � wo - LINE OF EXISTING U) z INE OF EXISTING 2"X10" AlCQ LEDGER LINE OF EXISTING P.C. FOUNDATION WALL O P.C. FOUNDATION WALL P.C. FOUNDATION WAL In 2"X10" kCQ LE ER � O LINE OF EXISTING _/ 1 ` v I P.C. FOUNDATION WALL 2" 10" A Q LEDGER J STAIR STRINGER LINE OF EXISTING I iD w CHIMNEY I % 1 I �Iw > ANCHOR AND BOND TO EXISTING ANCHOR AND BOND TO EXISTING I I I oIQ I I WITH #5 EBARS 012" O.C. VERTICAL (WITH #5 TYPICAL) EBARS 012" O.C. VERTICAL I I �I DECKING PER II SELECTION OF OWNER 1:=.�==I r , _ r , r L3) 2X10 AC_Q GIRDER UNEXCAVATED I IL — J L — J L _ 4" POURED CONCRETE SLAB o I OVER 6 MIL. POLYETHLENE I w v w v Q I I VAPOR BARRIER ON WELL I o 0 1 o 0 00 COMPACTED POROUS FILL o c° �- BLUESTONE ABOVE I I a ® a ® Y POUR SLAB SO THAT THE TOP OF I I o THE FINISHED E IS 3.5 N 12"0 SONO TUBE ON N 0 Charles M . Thomas BELOW THE FINISHED FINISHED I I 24"x24"x12" FOOTINGS x I FLOOR OF THE HOUSE MIN 36" BELOW GRADE N 8" POURED CONCRETE FOUNDATION I I (MUST BE VIRGIN SOIL) I a r C h I t e C t WALL ON 8"X16" POURED (TYPICAL OF 12) CONCRETE FOOTING I I PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 - - - - - - - - - - - - - - - - - � _ _ L3) 2X10ACQGIRDER _��"_SKIR OAR _ _ PROJECT i — — — — — — — — — — — — — — — — — — — LINE OF DECK B 0 V E LINE OF STEPS ABOVE STAIR STRINGER ( a i -6" -' " PROPOSED PLAN & FOUNDATION PLAN I 23'-10" 18'-3" i 42'-1" P DATE: 2/13/25 PROPOSED FOUNDATION PLAN PROJECT No. 2 SCALE: 1/4" = 1'-0" DRAWING BY. MC CHK BY. i DWG No. ` 0- 002 00 1 I 2 OF3 1 1 i { 1 r 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 MICH 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 ARCHITECTAASUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. i{ a THIS PROJECT IS IN COMPLIANCE WITH 2020 RESIDENTIAL CODE OF NEW YORK STATE. z fiT c i .0 LL' �. �tl. Exlsnlvc ExIsrlNc --� /1 — v � ��— EXISTING REVISIONS D E S C R I P T 1 0 N PRIMARY �� �F EXISTING PRIMARY BEDROOM BREAKFAST EXISTING 7/10/25 EDITS PER HOMEOWNER BATHROOM NOOK KITCHEN EXISTING Z C MUD ROOM } FAMILY � \<�� LINE 'OF EXISTIN9 LINE OF EkGTING R(�) \J PE aDENCE RESIDENCE `"O MO \ LINE OE EXISTING RESIDENCE � ExISTIIJ�, EXISTING ROOF RAFTERS TO EXISTING ROOF RAFTERS TO F 'O LINE OF EXISTING EXISTING EXISTING REMAIN REMAIN I +S\, RESIDENCE _ EXISTING �-- ---------_-= = --- I LINE OF EXISTING EXISTING I L RESIDENCE EXISTING Ixl r__l LINE OF LXI�i I ING NE OF EXISHING ROOF END TO BE EXTENDED ROOF END TO BE EXTENDED (2) 2"X10" RR 2"710" TRIMMER (2) 2"X10" RR 0oQf o� = SK2857 _ = 0 SK2857 _ I J� o (2) 2"X10" RR (2) 2"X10" RR-11 cr _ EITHER SID OF RAFTER — _ ce Z — — PROPOSED on NEW 2"X1 O" ROOF RAFTERS NEW 2"X10" ROOF RAFTERS DECK LL``' I 016" O.C. — — — — — — — — — — 016" O.C. o(Q 00 0 a I NEW 2"X8" LLAR TIE ON , Z a- (2) 2'X1 O" RR (2) 2 X1 O' RR I o RILL X> WO : MW = �_ SK2857 0_� f1a' 0�_ SK2857 0 N (V `��D' tV N Xcy W (2) 2"X10" RR (2) 2"X10" RR NEW 2"X8" LLAR TIE ON 0 W = Wr) WO I— > P PROPOSED PLAN 0 ._ ry 3 SCALE: 1/4" = 1'-O" C/) > z W 0 W � W � cr CD o Q W � O W � 00 LINE OF EXISTING W w (f)ROOF LINE TO REMAIN 0 EXISTING CHIMNEY TO L_l_ REMAIN O 11 ML HEADER 0 ti cl� J NQ EXISTING ROOF SHINGLES F� TO REMAIN w ® EXISTING ROOF SHINGLES SK2857 O SK2857 TO REMAIN i W MATCH 12 NEW 2"X8" COLLAR BEYOND 12 MATCH EXISTING O SE ROOF FRAMING PL N EXISTING PROPOSED FASCIA TO EXTEND EXISTING ROOF 2"X10" HDR 2"X 0" HDR MATCH EXISTING OUT OVER PROPOSED EXTEND EXISTING ROOF SCREENED PORCH AS OUT OVER PROPOSED SHOWN SCREENED PORCH AS BEAD BOARD BEAD BOARD SHOWN 9'-0" PLATE HEIGHT RAFTER TO GIRDER - - — (3) 11 ML HEADER (3) 11 J" ML HEADE -- POST BEYOND CHIMNEY BEYOND (14) 10d X 1 1�2„ T.O. WINDOWS : POST BEYOND FFASTENER I SCREEN PER SCREEN PER SELECTION OF SELECTION OF �- OWNER OWNER o TILE CK S 1SH I Ii TO o PLYW D Ridge Beam Charles M . Thomas I I � � CAP 2"X " WALL C:ONSTRU T10N CAP BLUESTONE P R BULK HEAD -- p S FO ACK-CIF"-1SCAND a r C 11 I t e C t SELECTION 01 OWNER 0 0 N R DECORATIVE CAP PER „ BULK HEAD I OUTDOOR SELECTION OFF OWNER PO BOX 877 JAMESPORT, NY 11947 631 727-7993 c M KITCHEN s h � 2" 1 (� E J , _XISTI _IDIN T_ o T.O. FIRST FLOOR REMAIN `" 16 �. HAI`N LINIE OF IL HIGH MTS12 -- - _ HAPND RAIL PER 2"X10" SKIRT BOARD NYSS BUILDING RIDGE PROJECT 4" POURED CONCRETE SLAB — — — � do FILLED COMP OVER 6 MIL. POLYETHLENE — 3 2X10 ACQ GIRDER RAFTER ACT . , VAPOR BARRIER ON WELL . - _ COMPACTED POROUS FILL Z 8" POURED CONCRETE FOUNDATION Simpson Strong Tie D 10 WALL ON 8 X16 POURED 12"0 SONO TUBE ON p g CONCRETE FOOTING 24"x24"x12" FOOTINGS CS-20x18" MIN. WITH (7) 10d COMMON NAILS — — — — — — — — — — ° MIN 36" BELOW GRADE PER RAFTER INSTALLED OVER PLYWOOD PROPOSED ROOF — — — — — — — — — — — — — — — — — — P (TYPICAL F VIRGIN SOIL) FRAMING PLAN & OUR SLAB SO THAT THE TOP OF THE FINISHED BLUESTONE IS 3.5" RIDGE STRAP TIE RAFTER TO GIRDER CROSS SECTION I BELOW THE FINISHED FINISHED SCALE: N.T.S. SCALE: N.T.S. I s PROPOSED I DATE: 2/13/25 SCALE: 1/4" = 1'-0" PROJECT No. DRAWING BY. MC i CHK BY. i DWG No. I �- 003 00 j 30F3 f i i i 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 WIHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. 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