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HomeMy WebLinkAbout50204-Z Of souryo`o Town of Southold * P.O. Box 1179 G g 53095 Main Rd �O�'COUNMV,�' i Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 45876 Date: 01/08/2025 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 1620 Broadwaters Rd Cutchogue,NY 11935 Sec/Block/Lot: 104.-9-8 Conforms substantially to the Application for Building Permit heretofore, filed in this office dated: 12/08/2023 Pursuant to which Building Permit No. 50204 and dated: 01/11/2024 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: addition and alterations, including unfinished basement, deck extension and "as built" alterations, to existing single family dwelling as applied for. The certificate is issued to: Vincent Leone,Patrice Leone Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: ELECTRICAL CERTIFICATE: 50204 09/20/2024 PLUMBERS CERTIFICATION: Two B's Plumbing& Heating 09/16/2024 l 0Autroed ignature 0ffatIr�y TOWN OF SOUTHOLD BUILDING DEPARTMENT y TOWN CLERK'S OFFICE "oy • 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#: 50204 Date: 1/11/2024 Permission is hereby granted to: Leone, Vincent 289 Mill Spring Rd Manhasset, NY 11030 To: Construct additions an alterations to an existing single-family dwelling as applied for. At premises located at: 1620 Broadwaters Rd, Cutchogue SCTM #473889 Sec/Block/Lot# 104.-9-8 Pursuant to application dated 12/8/2023 and approved by the Building Inspector. To expire on 7/12/2026. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,087.50 CO-ALTERATION TO DWELLING $100.00 Total: $1,187.50 Building Inspector �' -fsO(/r, TOWN OF SOUTHOLD BUILDING DEPARTMENT • 4 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#: 50204 Date: 01/11/2024 Permission is hereby granted to: Vincent J Leone 289 Mill Spring Rd Manhasset, NY 11030 To: Construct additions and alterations to an existing single-family dwelling as applied for. —im ni dedF1!�2�30";24to a aliz a"as b-uiilf"a te"a ions. Premises Located at: 1620 Broadwaters Rd, Cutchogue, NY 11935 SCTM# 104.-9-8 Pursuant to application dated 12/08/2023 and approved by the Building Inspector. To expire on 07/12/2025. Contractors: Required Inspections: Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $1,087.50 CO-ALTERATION TO DWELLING $100.00 ELECTRIC $200.00 Amendment#Fee 'gi '1r^�!± 91MI2100� Total S1,5100 Building Inspector SOUT�OI Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 �Q sean.devlina-town.southold.ny.us Southold,NY 1 1 97 1-0959 OI�CQUIY BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Vincent Leone Address: 1620 Broadwaters Rd city:Cutchogue st: NY zip: 11935 Building Permit* 50204 Section: 104 Block: 9 Lot: $ WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Ben Franklin Electric License No: 4211 ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic X Garage INVENTORY Service 1 ph X Heat Duplec Recpt 43 Ceiling Fixtures 7 Bath Exhaust Fan 2 Service 3 ph Hot Water Gas GFCI Recpt 10 Wall Fixtures 6 Smoke Detectors 2 Main Panel 200A A/C Condenser 1 Single Recpt Recessed Fixtures 47 CO Detectors Sub Panel A/C Blower 1 Range Recpt 2 Ceiling Fan 1 Combo Smoke/CO 2 Transfer Switch 200A UC Lights 4' Dryer Recpt 30A Emergency Strobe Heat Detectors P Disconnect Switches 4Q 4'LED 4 Exit Fixtures Sump Pump Other Equipment: (2) Oven 50A Double & Gas, (2) Fridges, Mini Fridge, W/D, Hood, DW, (2)LED Mirror 200A Panel 40 Circuit/ 33 Used, 200A Generac Generator ( NO GENERATOR ) Notes: One Story w/ Unfinished Basement 1lInspector Signature: Date: September 30, 2024 16206 roadwatersHouseElectric Town Hall Annex Tjqleph9ne.(63 �704 02—.. _ 54375 Main Road P.0.Box 1179 T Southold, NY 11971-0959 W— R 1" NOV 1 2024 BUILDING DEPARTMENT TOWN OF SOUTHOLD TO'�IiTIT SC471HOT117" CERTIFICATION Date:09/18/2024 Building Permit No. 50204 Owner: Vincent and Patrice Leone (Please print) Plumber: Two B's Plumbing and Heating - Robert Bertorello (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1%lead. 0476 (Plumbers Signature) Sworn to before me this day of rS 20.9q Notary Public, County Dana M.Behr NOTARY PUBLIC,STATE OF NEW YORK Registration No.01 BE6371759 Qualified in Suffolk County Commission Expires March 5,20W OF SOUlyO6 # # TOWROF SOUTHOLD BUILDING. EPT. . o 631-765-1802 INSPECTION - . [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING w ( ] 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: reA 0 Y W � Ao renjj!�� L 4S, Ma f W' [ DATE 1 7 q INSPECTOR # -.TOWN-OF SOUTHOLD BUILDING DEPT. coo�n,��' 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: /d E2 62 DATE INSPECTOR hO�,*Of SOUTyolo � # y THOLD BUILDING DEPT. y , TOWN OF SOU cou 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 f REMARKS: '' o 9c Yca TV&Rc� vWee� J ucrtm ec c Xo it 44 J-OU1916 ave f0lz�ez�L DATE INSPECTOR OF SOUTyOIo # TOWN OF SOUTHOLD BUILDINGMEPT. o�m� 631-765-1802 N.Aq INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ I ULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL j ] FIREPLACE & CHIMNEY [ ] FIREZAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS. !a tv �, -- - ? ? DATE INSPECTORAll 1 DDD SEP RUYLDING 1}; VS � o Zoe 1 b 20ros.�u.� r �i { a� a ..r; k41�i Oft M.:a Ilia 6 � _ W .r .d"fill its a — 3 , _ film i 1 a `,;ay Leone Residence Building Permit# 50204 46g$Broadwaters Road, Cutchogue '��... e z Smoke/CO Alarm installed in"Old Basement" Photo Taken on: 11/13/24 Leone Residence Building Permit# 50204 Broadwaters Road, Cutchogue i c�2o f r ea If. Smoke/CO Alarm installed in"Old Basement" Photo Taken on: 11/13/24 Leone Residence Building Permit# 50204 b6ft Broadwaters Road, Cutchogue 1WO w r T Old Basement Heat Detector Mounted Photo Taken on: 11/13/24 .Oft 9� C HARLES M. TH O MAS R.A., PLLC ` k 206 LINCOLN STREET N O V - 1 2024 RIVERHEAD, NY 1 1 9131 (5 1 6) 702-3 5 1 9s#J �<. '3`�3 '�k? ODTHOMAS63 @AOL.COM NOVEMBER 1 , 2024 Building Department Town of Southold Re: Leone Residence 1690 Broadwaters Road, Cutchogue, New,York 1 61ao SCTN # 1000-104-09-08 Dear Sir/Madam: This letter shall serve to certify that I was retained to inspect the above referenced residence on a regular basis during construction. I can attest that I have completed the following inspections and all elements have been installed/constructed in a manner than conforms to my plans and specifications and the 2020 NYS Residential Code: • Footing Reinforcement • Footing keyway with foundation wall reinforcement • Foundation wall and damp proofing prior to backfill • Under slab plumbing, perimeter insulation and slab preparation prior to slab being poured • Framing, sheathing and strapping prior to house wrap • Rough plumbing • Insulation, caulking and draft stopping (weather tight) Thank you for your attention to this matter. Please c6ntact me with any questions you have. Very truly yours, �� y��D AR C".14cf CHARLES M. THOMAS, R.A d4 FIELD INSPECTION REPORT7 DATE COMMENTS ro FOUNDATION (1ST) ------------------------------------ C FOUNDATION (2ND) z " o � O ROUGH FRAMING& a PLUMBING 1 �r �n INSULATION PER N.Y. "3 STATE ENERGY CODE v�l � FINAL 6"D I lY I •� p - ADDITIONAL COMMENTS �p 3 A b/s ?61 9 c Z I-nlii a Q - �r - f •24 t r' r�� �a� e- I a.I X1 l `d to . `d -30-2.4 - d -b M c u e,`�a.5 W" -(NYC- due," 132.E — z—Zug 132 v c.;�$r a 03 O J tv N O z x d b o� fXµxx TOWN OF S,OUTHOLD—BUILDING'DEPARTMENT V. Town.Hall Annex 54375 Main Road P O Box 1.179'Southold,NY 11971- 0959 a Telephone(631)765 1802 Fax(631)`765-9502 https://wvi%w southoldtownnv- ' g r D* Received T APPLICATION FOR BUILDING PE 'MIT For Office Use Only -1 Jki�( PERMIT NO. D Buwl&g Inspector. 3 ,202 . Applications and forrk must befilled out m the r entirety lncompiete u- appllcatlonswlll not an Where th�`Appllcant is riot tfieowner,`an p' w �ulv.di �c` i�epar'tment Owner's Authorizationfoan(Page 2)s Tow,, o uthold =•,fin $ 3}r•� su. +.ti, Da a:12/2/23 OWNER(S)OF PROPERTY ,� z 3 ,r r , Name:Patnce .and Vincent Leone sCTM. 1000104=09-08.: Project Address:.1620 Broadwaters Road, Cutchogue NY 119.35 Phone#:516-776'5356 Email:patrice01 @optonline.net .-- Mailing Add_ress:289-'M ll Spring Road, Manhasset NY 11030 CONTACT PERSON: f° r 'Name:Megan Carrick `Mailing Address PO'Box 877 Jarnesport NY,1!94! _ Phone#631-804 34796 Email Megan cmtarchitecture@gmail.aom ` ' : { � !� � s, z � t c u $U e„,�fr .s. r a kC•+ -9 j r�?h d r. '` ` ._fir Name Cha des Thornas Mailing Add ress:P0, Boz 877 Jamesport NY 11947 Phone#516 702 351 9 Email cdthomas63@.aol com CONTRACTOttINFORMATIQN '" 4ti,z , 5 �� 7 4 wK +3 4- Name TBD 'Mailing Address Phone# Email ElN&Structure` IWAddition .BAlteration ❑Repair ODemol.ition Estimated Cost of Project: ❑,Other $ Will the Iotbe regraded?, DYes 19No .,. Will,excess;fill be removed from premises? .13Yes, 8No • , .14 PROPERTYINFORMA'fIONE Existing use of•property:Sin e Family Dwelling Intended use of property:Sin le. Tamil .Dwelling.. Zone or use district in which premises is situated: Are there any covenants and restrictions withrespectto . this property? ❑Yes BNo IF,YES,PROVIDE A COPY. ❑Gheck,Box After;Beading The owner/contractor/design professional Is responsible for air dra(riage and storm water Issues as providedby chapter i of the Towri code APP.uCATION.JS HEREBY;MADE to the Building Department for the ssuance of a Budding Permit pursuant toahe Bwlding Zone Or`dinance'of the Town of Southold,'Suffolk County,New Yor.and'oth'er applicable Laws,Ordinances or,Reguiations,for the wn3trumon of bulldirigs,' � cadditlons,alterations or;for removalor demolttlon as herein described`rheapplicant agrees to comply with all apphcable laws,ordmapces;bulld�ng code housing code aitl regulations and to"admit aufhonzed inspectors;on premis"es;and In tiuildmg(s)for necessary.inspectlons False statements made herein are punishable as'a Gass A misdemeanor pursuant to sklon 210 45 of the New York State Penal Law; „=rt *{ Y Application Submitted By(print name):Megan Carrick IgAuthorized Agent ❑Owner Signature.of Applicant: G Date: I Z l 2 STATE OF NEW YORK) COUNTY OF SUAolk /�-'1 en a.n C.CA-VYI being duly sworn,deposes and says that(s)he is the applicant (Name of i dividual signing'contract)above named, (S)he is the I-I_L. m. (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 setforth in the application file therewith. Sworn before me this _Inday of � ('YVY�/3�iZ 20 � aux otary Public TRACE L. DWYER NOTARY PUBLIC,STATE OF NEW YO 1K PROPERTY OWNER-AUTHORIZATION NO.01DW6306ao0 QUALIFIED IN SUFFOLK COUNTY (Where the applicant is not the owner) COMMISSION EXPIRES JUNE 30,2 o w Patrice Leone residing at 1620 Broadwate:rs Road do hereby.authorize Megan Carrick to apply on / my behalf-to th Town of Sou! IdBiall ing Department for approval ardescribed herein. ;Z 12/3/2023 Owner's lgnoture Date Patrice Leone Print Owner's'Name 2 r----y �---rty.4 I'�;`t(���(. rf'�7 it--•,, o S�FFOj, _ 101� DING DEPARTMENT-Electrical Inspector ;6'0�' �•._!/ TOWN OF SOUTHOLD MAR 2 1 P02+ cmx own.Hall Annex- 54375 Main Road - PO Box 1179 %bc Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 �. g-, Ta�rres�h southoldtownny.gov - seand(&-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name:_.Wo c (Ben Franklin Electrical) Electrician's Name: Andrew J Kraveski License No.: ME4211 Elec. email: bfe562@gmail.com Elec_ Phone No: 631-878-2544 El I request an email copy of Certificate of Compliance Elec. Address.: PO Box 1294 Center Moriches NY 11934 JOB SITE INFORMATION (All Information Required) Name: Leone AddrssG.201i roadwaters Rd Cutchogue Cross Street: Haywaters rd Phone No.: Bldg.Permit#: 50204 email: +++++++++++++ Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Renovation and addition approximately 900ft.2 Square Footage: I goo Circle All That Apply: Is job ready for inspection?: YES ✓0 NO Rough In Final Do you need a Temp Certificate?: YRS❑NO Issued On 9,21 71 4� Mf pmAl, d Temp Information: (All information required) Service SizeFv]1 Ph F-13 Ph Qi A #Meters 1 Old Meter# 1 [:]New Service[:]Fire Reconnect[:]Flood Reconnect QService Reconnect ✓ Underground ElOverhead #Underg�nd Laterals ✓ 1 n2 ✓ H Frame Pole Work done on Service? Y ✓N Additional Information: �h.,.,..� -f ---A-fr-m --A ►iJ nnn Aneo 0, �lQ PAYMENT DUE W TH APPLICATION �I �o�S�FEOt��oG y� BUILDING DEPARTMENT-Electrical Inspector ca z TOWN OF SOUTHOLD Oy • Town Hall A_nnex-54375 Main Road-PO Box 1179-Southol;d,-NY 11971-0959 Telephone (631) 765-1802 Temporary Certificate # 5- Date - ! - 2024 Customer Name Yjhceo6/?e Electrician Name 15 E en �pj/e in Address �p YQ Phone e-mail - e-mail Phone License# E // Size cjQ0 A Phase 1 Overhead Underground #of Meters Remarks #of Underground Laterals 1 2 New "H" Frame or Pole H P Fire Reconnect Was work done on Service? Flood Reconnect Old Meter# Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is valid for 90 days from the date above. Authorized by Qt BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD MAR n '02+own Hall Annex - 54375,Main Road - PO Box 1179 Southold, New York 11971-0959 �4 Telephone (631) 765-1802 - FAX (631) 765-9502 ja esli f s'outholdtownny.ciov - seand(a-southoldtownny.aov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: BEE:Inc (Ben Franklin;Electrical) Electrician's Name: Andrew J Kraveski / 3 License No.: ME4211 Elec. email: bfe562@gmail:com Elec. Phone No: 631-878-2544 01 request an email copy of Certificate of Compliance Elec. Address.: PO Box 1294 Center Moriches NY 11934 JOB SITE INFORMATION (All Information Required) Name: Leone Address1�620Broadwaters Rd Cutchogue Cross Street: Haywaters rd Phone No.: ++++++........ Bldg.Permit#: 50204 email: +++++++++++++ Tax Map District: 1000 Section: i 0 Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Renovation and addition approximately 900ft.2 Square Footage: I goo Circle All That Apply: Is job ready for inspection?: ❑ YES ❑✓ NO ❑✓ Rough In ❑ Final Do you need a Temp Certificate?: 9-YES 0 NO Issued On �� 7r'� f(O��PMO d Temp Information: (All information required) Service SizeFvl1,Ph❑3 Ph &2e;_,200'11 A # Meters 1 Old Meter# 1 _ - ❑New Service❑Fire Reconnect[]Flood Reconnect❑Service Reconnect❑✓ Underground❑Overhead # Underground Laterals ✓ 1 2 ✓ H Frame El Pole Work done on Service? Y ✓ N Additional Information: _; fr-- _.­Hi+_A F- Inn AKA � PAYMENT DUE W TH APPLICATION � �I � p ��K '� � ash bPp , W � PERMIT# , Address: Switches Outlets GFI's Surface Sconces 2 H H's �€i ti U-vim UC Lts ,� P Fridge 1 HW POOL Panel Fans Mini Fr. W/D � Pump Exhaust Oven Caik jbv�4ump Heater 94 s U"P a f� Trnsfmr Smokes DW I Generator Salt Gen. I Water Bond Carbon Micro GrbDis Lights Heat I Pucks ERV HOT TUB/SPA Inst Hot DeHum Transfer/ -�C)A Disc Combo Cooktop Minisplit AC AH Hood I Blower / Service Amps Q) Have Used �! r' S ,,a Used Amps Have Sub p - - Comments ---- �___ 2 81 Scott A. Russell ° � STORMW A,T]ER SVPICRVISOR MANAGEMENT SOuMOLD TOWN HALL-P.O.Box n79 5""MaisRD"-SOUMOLD,NEWYORK 11gn , Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT REFERRAL FORM (APPLICANT INFORMATION TO BE COMPLETED BY 11,fE .a4 PPE ' ONLY FOR PROPERTIES ONE ACR.r-,, Its AREA OR i-.�x G7,7,7,. - - - - - - - - - - - - - - - - - - - - -_ ... .... APPLICANT: (Property Owner, Design Professie:ii:izI, ��r r h' G ki a• a NAME: Megan Carrick i Contact Informat`on: megan:cmtarchitecture@gmall.com I` 16-Afid b Telegarr Numbed '�""—""— �� 631-804-3796 Property Address / Location of Construction Site: 1620 Broadwaters Road S.C.T.M. #: 1000 District Q dchngue NY 104 09 08 Section Block Lot TO BE COMPLETED BY SOUTHOLD TOWN ENGINEERING DEPARTMENT - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Area of Disturbance is less than 1 Acre. No S.P.D.E.S.Permit is Required! 0 - Project does Not Discharge to Naters of the State. No S.P.D.E.S.Permit is Required! 13- Area of Disturbance is Greater than 1 Adre&Storm-water Runoff Discharges Directly to Waters of the State of New York. THE APPLICANT MUST OBTAIN a S.P.D.E.S.Permit DIRECTLY From N.Y.S. D.E.C.Prior to Issuance of a Building Permit. 13'- Area of Disturbance is Greater than 1 Acre&Storm-water Runoff Flows Through Southold Town's MS4 Systems to Waters of the State of New York. THE APPLICANT MUST OBTAIN a S.P.D.E.S.Permit through the Southold Town Engineering Department Prior to Issuance of a Building Permit. Reviewed Br 1 Date 1 1 R 3 FnR M • gUrP-Tnq rt-tnhwr 9n i Q �cef vP� a 13 °gyp pow- SITE PLAN OF4� LOT 259 �� AMENDED MAP A OF i C ; �Q NAS SAU POINT ,`' OWNED BY NASSA U POINT CLUB PROPERTIES, INC. �... + A FCC H ITE CT FILE No. 156 FILED AUGUST 16, 1922 SIT UA TE CUTCHOGUE REVISIONS D E S C R I P T I O N TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK 6 S.C. TAX No. 1000-104-09-08 SCALE 1 "=30' ti 5 O + A�� O'er AREA = 43,858 sq. ft. (TO TIE LINES) 1.007 aC. jL2 ,o NOTES: 2 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM y �F° ,� EXISTING ELEVATIONS ARE SHOWN THUS:1Zx o EXISTING CONTOUR LINES ARE SHOWN THUS:xx xx 0. N / ,� F FL - FIRST FLOOR P / �yc / 1� G.FL - GARAGE FLOOR �° / /8.3' 5 TB - TOP OF BULKHEAD X� � BB - BOTTOM OF BULKHEAD NOF WALL ��O sy� EDE / /x �6 BW - BO OM OF ALL ' O h x / / /�0 MAX GFA: ro 280-20 LOTS CONTAINING UP T 80 LOT `L AREA: 5,100 SF PLUS 2.5% OF THE E LOTOT AREA IN N rQ�,Gfa A� EXCESS OF 40,000 SF UP TO A TOTAL OF 7.100 SF LOT AREA: 43.858 SF 4. LOT AREA: (BUILD-ABLE) 42,196.5 SF C, to Asa 42,196.5-40.000=2,196.5 SF 2s ,,� •�� 2.196.5 SF X 2.5% a 54.9 SF X v cT� rLa�/Q 54 9TOTAL SF + 5.100 SF A 5,154.9 SF) PROPOSED GFA-® /you 28 SCREENED IN PORCHES DO NOT COUNT TOWARDS GFA. AS� �4 X 24.0// c+° SKY PLANE OF LOT: N I s yo \ 280-4:THE SKY PLANE IS FORMED BY IMAGINARY / ( ( 9 LINES STARTING AT ALL PROPERTY LINES PARALLEL °1§51 ti � o.s\2\ TTEEN ADJACENT FFEET ABOVE THE AVERAAGGESELLEUVATITION OF THE NATURAL GRADE (PRIOR TO ANY GRADE I s �• ,� x ALTERATION OR FILL) AND EXTENDING INWARD TOWARDGo LL THE CENTER OF THE LOT AT A 45 DEGREE ANGLE. � I I I x .''Sj,'PpA �. �s 11 \ � N / 0 O � ..;�°S ��•sue. TO :� t� \I N I ' I J S cn0 y0�� !•�,�• � N Gs�l`�Q.4 \x O W NC) 0 04 04 ce- �GX�Z �O��O _+• ' ! t M ► N / 1�G� N Gr�� Off' p�2� 1 ► ► . r . w I , l . .- •' 1vq OCAlac \ ."'. j • ' ':' �• �• N °'1 ►• ' I rn • '► 1,112) ,Q �F O ?' r� ►. C' I \ 1 11 • O .2u\ / 12 , :► 8 1 - � x / NEW CONSTRUCTION / \`� / PROPOSED ROOF / CONSTRUCTION O EXTEND EXISTING CHIMNEY ` I / N/ • O l / SO THAT IT IS A MINIMUM 12 \ � / � � � • . .� OF 2' 0" HIGHER THAN ANY PART OF THE 7 PROPOSED ROOF \ A) oy n / BUILDING WITHIN 10'-0". _ CONSTRUCTION 6' N oy / V / 12 / EXISTING ROOF FRAMING \ V .•. TO REMAIN \ �o // � 7 ►N •' 12 EXISTING ROOF EXISTING ROOF gip/ / PROPOSED ROOF 7 SHINGLES TO EXISTIN 12 12 SHINGLES TO \ DO :cb/ •x / REMAIN QXISTING REMAIN \ yys' CONSTRUCTION / 8'. PLATE HEIGHT \ QP • '� 1/�oCharles M . Thomas OF ►' Nloo T.O. PLATE HEIGHT O " L a r c h i t e c t / T.O. WINDOWS PO BOX/ 877 JAMESPORT, NY 11947 (631) 727-7993 PROPOSED SIDING TO \ S SITE / MATCH EXISTING P L A N 5/4" WINDOW \ I PROJECT / n & DOOR SURROUNDS SCALE: 1" = 30'-0" / ^ 00 (i Y P I C A L) EXISTING SIDING TO S EXISTING CHIMNEY TO 2452 REMAIN EXISTIG EXISTING REMAIN / / SIDING TO 0 SIDING TO ' REMAIN/ EXISTING COLUMN TO 2 0, 3 REMAIN EXISTING REMAIN �` FIRST FLOOR SIDE YARD >W O0uj 71 3 0. 8 3' 6._0� EXISTING SETBACK a w _ _ _ _ 0< SITE PLAN SIDE YARD ADDITION GRADE 31.5' SKY PLANE Ww SETBACK 0 0 W aui �Qo 12�5�23 s AVERAGE SKY PLANE STUDY PROJECT No. 2 GRADE 30.0' DRAWING BY. CMT SCALE: 1/4" = 1'-0" CHK BY. DWG No. 151-FO-0-1 I-Du AVERAGE 1 of 1 GRADE 24.0' THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. P,-P 5 02 o THIS PROJECT IS IN COMPLIANCE WITH 2O20 RESIDENTIAL CODE OF NEW YORK STATE. 6'-3" < _ r r:: r`.I 1.. 17 1. �... 'a'`ie ADD�TIOr� �' G -0" 4-9 6 AINIEND ENT TO BE _ 1 LEGEND LINE F ROPOS K A REMOVED - �` �• r ^ �^ t-v ED DEC ABOVE — — — — — LINE OF EXISTING DECK ABOVE — t '�r 3� 24- O � °� �" ARC HITECT o r -r- - - r �- - — � -f� �1u� � . 36" HIGH RAIL PER N'YS CODE u u 36" HIGH RAIL PER fJYS GODS - EXISTING Pf�OPOSED 3) *1132.o0 m I ER'1 I I o C 2� -=X - TO BE REMOVED Y _ J L J L REVISIONS D E S C R I P T I O N - PROPOSED FRAME WALL 0 112"0 SONO TUBE ON w 124"x24"x12" FOOTINGS w 0 EXISTING WINDOWS TO BE ( c MIN 36" BELOW GRADE I COI z DE=CK DECK REMOVED 0 1 98 I(MUST BE VIRGIN SOIL) I 0 w — Z 1 a \ EXISTING DOOR TO BE REMOVED o ` I o m \� 1 0 ( X o Q N 43'-4" z zi I o M 12'-4" 12'-4" LQ 43'-4" z ADDITION EXISTING 4'-6" 7'-10" 7'-10" 4'-6" 5'-0" 12' 4" 12'-4" x _ ADD T10N EXISTING EXISTING EXISTING 0 ROPOSE 2X10 LEDGER BOARD w -EGESS - - - FWG1 68-4 -- AESS EwsnNc— z � a 4'—O"TALL ACCESS \ O n44R I 23•_8•• I 0 DN a I ANCHOR AND BOND TO \ N F EXISTING WITH #5 REBARS I I \ 1 < I I 012" O.C. VERTICAL EXISTING FOUNDATION WAL Tj 12" _ Arn E OF ROOF ABOVE "LIN 0 II COLUMN WRAPPED z (TYPICAL) I o REMAIN L — WITH AZEK (TYP.) ( I 1 LINE OF PROPOSED SCREENED\1PORCH ABOVE 4 4" 8 11'-8" I 11'-0" I — — — — — — — — — — S I EXISTING a I PROPOSED (3) 2X10 ACQ GIRDER I ` z �a1 I o LI E OF EXISTING D CK ABOVE N L I— 4"X4" POST(TYP.) r 0 O w J 20" HIGH BULKHEAD w 0-0 I I NEW CONSTRUC11ON CRAWL SPACE 1 0 WALL I PORCH OR SCREENED 1 z= Z I z ( ICAL) I 5'-0" HEIGHT I — J L J C4 0 K GR AT R O = O °o Q I I I I PROPOSED POST ABOVE I o z o J 1 I v x o I I I I I = I 12"0 SONO TUBE ON a 24"x24"x12" FOOTINGS DROP EXISTING FOUNDATIO 1 0 " 0 CO V) o o O M WALL FOR ACCESS TO THE v a w '' t I I io o z W I O Q d I I .; I x o I 1 III I MIN 36 BELOW GRADE o m 0 J 1 ¢ a J z 1 o �ht EXISTING BASEMENT I `g (MUST BE VIRGIN SOIL) 1 Z f— I I SCREEN PORCH ~ LL Q O — N DR FOUNDATION WALL TO o (L I iv °p 3 V I I MEET SLAB CONTINUOUS r- — — — — — — — — — I is O 1 z d x O DECK L - - Foo Nc N w 1 N �, a I - — I PROPOSED I (— — — — — — — — I I N I z PROVIDE 36- HIGH M GUARD RAIL ON TOP BASEMENT I I W N I I $ I 1 S OF PC WALL EACH I I " ( I I I o SIDE 8 0 CEILING HEIGHT a 4" POURED CONCRETE SLABI I I o I 1a 0 0 o co O R 6 MIL. POLYETHLENE I I I PROPOSED POST ABOVE 1 APOR BARRIER ON WELL M II I ICOMPACTED POROUS FILL I I I I Iz I I �y -0" I L — I- — �'-�" — J L — J 7'-j" EXISTING I LLL — PROPOSED 2X10 LEDGER BOARD I _ ( PROPOSED FJ — — — — — — I �I 71I 16" OC. TO MATCH y a i F I Q I �' o Dw Q I I _ �, a i z I I 0) EXISTING FJ I I I I - - - - - - I 00 F =, I I O Q M SMOKE 0 N I o I Q I DETECTOR I I I I I I QI O KITCHEN CARBON I ' Q LLO M OI I O�_DETECTIOR I 1 I I YI i w JI — — JI I BEDROOM I I 8'-0" I 13'-0" 1 — — — — 0 SMOKE a I r" ASSUMED EXISTING I FI Z (�/ __ _ _ _ _ _ � _ _ _ I I I O~DETECTOR �n I w I STEEL PIPED COLUMN cnI L ��� I I I �Z Q I L J ON EXISTING FOOTING � I I WI — W �- ® ® L — 1 I ASSUMED DIRECTION OF EXISTING ASSUMED DIRECTION OF EXISTING I I oI z O LINE OF FLAT CEILI >' O c� (n E-,-- BATHROOM S F c�> ~ 01oII Q Q z W 0O Z -� Q zap = o j OV CO 3 w I a I I 12'-8" 10'-4" I 6'-8" O .. 12'-9" 6'-2" I 2'-0" 11'-3" z p z w w Q I I o z W O L I I o w F�a I I I F w In I W j Q w o Q 3 (, I r' ASSUMED EXISTING STEEL PIPED COLUMN I I I I W W O FCLOSET a I I ww d 0 V D F I J Z J I I ExlsnNc I pY' I ON EXISTING FOOTING I O o" DINING ROOM °° I - s I I o° Q`` a�Z I � I CRANO CHANGEWL LZ J Lz I I I Q C� W 1 I = MUD ROOM o x Z Irz=o -WOO I SMOKE N N I I I D N SMOKE SMOKE O> I I 0 00 O W LL I U O w O I I O X�' X DETECTOR X d d 0 W W O~- 0 DETECTOR I W L� O O— z w DETECTOR W W CARBON I CV w ZI O W CARBON��_�o ©MONOXIDE I 0 O V)= U J I o m U I O--DETECTOR �IC� w V' N a DETECTOR W D d � -�H a o w o a- N EXISTING STAIRS TO ( I I I of I / I I ao 3 Q ~ r- t o> I I Q Q REMAIN I LL `� ( l ., I — �= v O �-- = I I r - - - - - - - - - I I— ( l 'o U 0 L 2-5 5' 4— I in 5-8"— v HFAr)FR BATHROOM = I I I (n 2'-8" DN - - - - - - - I I O UP I I I m U F 5'-10" I 2'-4" e W I I " O ANCHOR AND BOND I I 0 EXISTING Q I TO EXISTING w = -R�aT \\ I I WITH #5 REBARS C�12 I ( BASEMENT I 2 8 RR O 16 OC TO MATCH EXISTING ELECTRIC O.C.O.C. VERTICAL 0 NO CHANGE ib METER EXISTING OIL TANK I (TYPICAL) I I 0 7'-0" CEILING HEIGHT w I I ASSUMED EXISTING U a STEEL PIPED COLUMN n z = I I I I r ON EXISTING FOOTING I I in I o a co Ib Z 9�4+BTM OF RIDGE — F a Z I I I Q 10'-0" I F J u- W DO 00 w Z� LIVING ROOM I o w J> L J I - - - - a fill N F0aOJ t - - - - - - X af 0 uj w 18,-0" I 11'-8" 0 0 W c:) w a (,, Z z p 0�= I I � ASSUMED DIRECTION OF EXISTIN ASSUMED DIRECTION OF EXIS N �x �; N o03�� L JOISTS N OI i I a 'o> V- W O U p EXISTING FOUNDATION n a I BEDROOM '� W ? J Q I I a I WALL TO REMAIN w o w z Z 6'-0" I 1 � � o Z: -__ - -= OS DETECTOR SMOKE z is Q� 1 I 0 1 r ASSUMED EXISTING = C, (EXISTING) �, I Q CLOSET F w O X a Z > STEEL PIPED COLUMN ~ v N o w I I I ON EXISTING FOOTING o 1 s � Z � w J I I � a� ZIm I I L J z z a O J F U v U w x m EXISTING PORCH CONC SLAB a _ ZU) Q X �,a Charles M. Thomas X I iX FRONT PORCH CLOSET 3 Q F I I oIN ABOVE I I 1 I a r c h i t e c t w I to w LINE OF EXISTING I I0 I EXISTING FOUN AT10N WALL TO fy o REMAIN PO BOX 877 JAMESPORT, NY 11947 631 727-7993 COLUMNS TO REMAIN L_ J (� 2"X8" HEADER EXISTING HF,JID I o Ewsn c —LINE OF EXISTING PORCH SLAB ABOVE— PROJECT 6'-8" 18'-7" 6'-8" ADDITION EXISTING EXISTING EXISTING 37'-4" 43'-4" ADDITION EXISTING 43'-4" NOTE: EXISTING 2 BEDROOM, 1 BATHROOM HOME TO REMAIN 2 BEDROOMS WITH THE ADDITION OF A I BATHROOM. AS BUILT FLOOR PLANS THE PROPOSED HOUSE WILL BE A 2 BEDROOM, 1 1 BATHROOM DWELLING. P AS BUILT FIRST FLOOR PLAN P AS BUILT FOUNDATION PLAN DATE: 11/4/24 PROJECT No. 1 SCALE: 1/4" = 1'-0" 2 SCALE: 1/4" = 1'-0" DRAWING BY. CMT PROPOSED ADDITION: 441.8 SF PROPOSED ADDITION: 441.8 SF CHK BY. PROPOSED SCREENED PORCH: 142.8 SF PROPOSED SCREENED PORCH: 142.8 SF DWG No. MT EXISTING HOUSE: 1267.8 SF EXISTING HOUSE: 1267.8 SF a- 002 00 2OF3 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. �oc�¢ APPROVED AS NOTED DATE; 1-I l-2 B.P 5o ao 4 CO.MPLY WITH ALL CODES OF FEE g BY., NEON YORK STATE&TOWN CODES A QUIRFD AND CONDITIONS OF NOTIFY BUILDING DEPARTMENT AT 631-765-1802 BAM TO 4PM FOR THE S0L%mT014zm FOLLOWING INSPECTIONS: SWIM TX1PtAM '10BYRD FOUNDATION-TWO REQUIRED SOmmWITRUSTEES FOR POURED CONCRETE N.Y.S.DEC ROUGH-FRAMING&PLUMBING SOUTHOLD In INSULATION SCUD FINAL-CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW ELECTRICAL YORK STATE NOT RESPONSIBLE FOR INSPECTION REQUIRED DESIGN OR CONSTRUCTION ERRORS Must provide Manuals D,J and S as per PLUMBER CERTIFICATION NYS Energy Code ON LEAD CONTENT BEFORE CERTIFICATE OF OCCUPANCY SOLDER USED IN WATER SUPPLY SYSTEM CANNOT EXCEED 2110 OF 1% LEAD. TRUSS PLACARDING REQUIRED PLUMBING ALL PLUMBING WASTE &WATER LINES NEED Blower door TESTING BEFORE COVERING and ductr!orl.* testing;required, RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 OF THE TOWN CODE THIS PROJECT IS IN COMPLIANCE WITH 2O20 RESIDENTIAL CODE OF NEW YORK STATE. US ;r' , ;�j h � ARCHITECT 12 12 �' a �8 ftrMC2 8REVISIONS DESCRIPT I ON9�94� NEW CONSTRUCTIONNEW CONSTRUCTION PROPOSED ROOF CONSTRUCTION EXTEND EXISTING CHIMNEY - � EXTEND EXISTING CHIMNEY SO THAT IT IS A MIIJIMUM 12 SO THAT IT IS A MINIMUM OF PAR HIGHER THAN ANY PART OF THE 7 PROPOSED ROOF L - ANY PART OF THE OF 2'-0' HIGHER THAN BUILDING WITHIN 10'--0". CONSTRUCTION ! - - - - — _ BUILDING WITHIN 10'-0". 12 - Q 7 EXISTING ROOF FRAMING - - EXISTING ROOF FRAMING TO REMAIN i TO REMAIN - - - �. - IIIIIII Hill 12 EXISTING ROOF EXISTING ROOF PROPOSED ROOF - - k ly - 12 EXISTING ROOF 7 �� SHINGLES TO 12 12 SHINGLES TO CONSTRUCTION SHINGLES TO PROPOSED ROOF REMAIN EXISTINGXISTING REMAIN XISTING REMAIN CONSTRUCTION PROPOSED FASCIA TO MATCH EXISTING XISTING FASCIA TO - -- - - -- REMAIN PROPOSED SIDING TO 5/4" WINDOW MATCH EXISTING & DOOR SURROUNDS (TYPICAL) 5/4" WINDOW & DOOR SURROUNDS l) AIN I 1 (EIUSTING) EXISTIN HIMNEY (EesnNc) (E ISn G) XISTING COLUMN TO (T YP I C A EXISTING 36" HIGH RAIL PER NYS CODE f I TO E EXISTING CHIMNEY TO 2452 SIDING TO 3052 3052 3052 3052 3052 REMAIN REMAIN REMAIN EGRESS EGRESS EGRESS EGRESS EGRESS EXISTING EXISTING EXISTING EXISTING COLUMN TO SIDING TO SIDING TO SIDING TO REMAIN REMAIN REMAIN REMAIN PROPOSED DECK ADDITION GRADE EL 31,.0' 6'-0" _ ADDITION E SIDE ELEVATION 00 E FRONT ELEVATION 2 _ O 1 SCALE. 1/4 — 1 —0 SCALE. 1/4„ — 1,—0 O o W Q � 0 0 U )12 a NEW CONSTRUCTION CONSTRUCTION 8 z LL PROPOSED ROOF C 2 N 15 C Z CONSTRUCTION 0 EXTEND EXISTING CHIMNEY - - �i wI- W SO THAT IT IS A MINIMUM - - O 12 OF 2'-0" HIGHER THAN 7 ANY PART OF THE — BUILDING WITHIN 10'-0". _ V 12 PROPOSED ROOFING TO _ - 7 MATCH EXISTING -_ - 12 PROPOSED ROOF EXISTING ROOF EXISTING ROOF ExISTIf CONSTRUCTION SHINGLES TO 12 12 SHINGLES TO EXISTING ROOF 12 p Q EXISTING REMAIN PROPOSED FASCIA TO REMAIN EXISTING � � U SHINGLES TO REMAIN --- MATCH EXISTING PROPOSED ROOFING TO MATCH EXISTING - XISTING FASCIA TO -- --- �J- REMAIN V J r I PROPOSED ROOF 1 EXSTI 1 � , CONSTRUCTION m J UJ LLr SIDING TO 54' WINDOW TO & DOOR SURROUNDS REMAIN (T Y P I C A Q SCREENED I XISTING WINDOWS TO BE GREENED I REMOVED PORCH (E GSnNG) (EX STNC ) E PORCH (EXISTING) (XIS G) (EXISTING 3052 3052 6" HIGH RAI R NYS CODE 36" HIGH RAIL PER NYS CODE EGRESS EGRESS EXISTING EXISTING EXISTING SIDING TO ❑ REMAIN REMAIN REM A I�l 0; EXISTING DECK TO REMAIN EXISTING DECK TO REMAIN 8"X8" POST WRAPPED PER POST WRAPPED PER 8"X8" SELECTION OF OWNER SELECTION OF OWNER DECK 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 E SIDE ELEVATION 3 SCALE: 1/4" = 1'-0" 4 SCALE: 1/4" = 1'-0" PROJECT PROPOSED ELEVATIONS DATE: 12/6/23 D E S I G N C R I T E R I A ...q PROJECT No. 1r DRAWING BY. CMT CHK BY. SUBJECT TO DAMAGE FROM k. DWG No. GROUND WIND SEISMIC WINTER ICE FLOOD LIVE DEAD ROOF UPLIFT LOAD WALL SHEATHING USE/ HEIGHT AIR TYPE OF OO1 OO SNOW SPEED DESIGN FROST DESIGN SHIELD HAZARDS LOAD LOAD SUCTION LOAD OCCUPANCY FREEZING CONSTRUCTION LOAD (MPH) CATEGORY LINE TEMP. UNDERLAYMENT CLASSIFICATION INDEX WEATHERING DEPTH TERMINATE DECAY REQUIRED 1 of 3 20 130 6 SEVERE 36" MODERATE SLIGHT 11 Y E S FROM 1998 40 PSF 20 PSF PERIMETER EDGE ZONE - 6.72 PSF EDGE ZONE - 35.6 PSF RESIDENTIAL 34' 599 TYPE V TO TO FIRM MAPS INTERIOR ZONE - 51.4 PSF INTERIOR ZONE = 28.9 PSF HEAVY MODERATE THESE DRAWINGS AND ACCOMPANYING 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 COMPUANCE WITH 2O20 RESIDENTIAL CODE OF NEW YORK STATE. ;.� �% �•6,0 6'-3" '� t " ADDITION a ADDITION EXISTING '-0 4-9" 6 u A " LINE OF PROPOSED DECK TO BE '� REMOVED LEGEND TO BE t_ --� DECK ADDITION LINE OF EXISTING DECK TO REMAIN — LINE F PROPOSED DECK ABO E LINE OF EXISTING DECK ABOVE REMOVED ARCHITECT 36' HIGH RAIL PER NYS CODE 1 36" HIGH RAIL PER NYS CODE 1 - EXISTING I L`' Pf�POSED 3)�Ct ( w m Q J > I z l o ____ - TO BE REMOVED Y �"' — L J L 1 o REVISIONS D E S C R I P T I O N Lu Ld U of L J o ( 12"0 SONO TUBE ON PROPOSED FRAME WALL a o z1 0 0 ( 24"x24"x12" FOOTINGS w 1 N o I EXISTING WINDOWS TO BE MIN 36" BELOW GRADE 1 00 1 W > PROPOSED wl DECK o REMOVED D_ I d8 ((MUST BE VIRGIN SOIL) z DECK I � _ w 0 w o Z EXISTING DOOR TO BE REMOVED O o TO I N a ADDITION NO CHANGE w x i z \ I =O � ( `o I 1 01 a 75 SF a X \�`� N I O <® a 43'-4" I z 1 I I W J O w I I I 01 =z ° 12' 4" 11'-7" 0 LQ J ADDI ON EXISTING 1 x 12' 4" 12'-4" 11'-7" 7'-1" 4'-6" 1 7'-10" 7'-10" 4'-6" ADDITION EXISTING � EXISTING EXISTING o ROPOSE 2X10 LEDGER BOARD EG 5ss FWG 1 68-4 EG ESS ---- -- -- - ---------- - - —(ExIsnNG)— z_ -- _—- TALL ACCESS \ LINE OF NEW I 6X6 P T (2) 11 7/8'1 L HEADER 6X6 POST ( ' r - CONSTRUCTION 23. �" Oz DN `� I ANCHOR AND BOND TO = I EXISTING WITH #5 REBARS I I N N \ o I 012" O.C. VERTICAL EXISTING FOUNDATION WAL TOI 2" 10' 4 = F LINE OF ROOF ABOVE — — COLUMN WRAPPED Z I I (TYPICAL) o REMAIN I \ U L _ WITH AZEK (TYP.) O I cn LINE OF EXI 11NG DEC TO REMAIN Q I a I O p $' 11'_$" I I LINE OF PROPOSED SCREENED I PORCH ABOVE Z x I Q 3 11a ML HEAD I W I I EXISTING = I PROPOSED (3) 2X10 ACO GIRDER _oj LINE OF EXISTING D CK ABOVE w J L 4•%4"POST(TW.) Iw- ca I I NEW CONSTRUCTION CRAWL SPACE - — m ICA 20" HIGH BULKHEAD Of n w o II PROP1 SED WALL FOR SCREENED I ( O F Z T ICAL O I _ L J Q N J PROPO ED PORCH 0 6� I Q ( ) I 5'-0" HEIGHT J PROPOSED POST ABOVE > � NOOK = GR AT R 0 I I I vXE3 I I Io p O1 = ° �` I 12"0 SONO TUBE ON a N �_ _ REMOVE EXISTI G RR tO z I I p a I e III o I ( 24"x24"x12" FOOTINGS `� ° I o o I I o � Op O� I I I I WALL FOR ACCESSDROP EXISTING UTOATHE I ou ci MIN 36" BELOW GRADE o 1 = m � Z o EXISTING BASEMENT o 0 L PROPOSED I N ( I a (MUST BE VIRGIN SOIL) I z 0" r — I SCREEN PORCH o � (o = Q O I — — I DR FOUNDATION WALL TO — — — — — — — — — I �_ o a I `� EXISTING 3 O MEEFOO NG AB CONTINUOUS I— —1 I is® I Li z N Ili X I I I I o DECK L — N-' I PROPOSED I r- - - - - - - - I N of 0 I J 0 z NO CHANG PROVIDE 36 HIGH r I o LINE OF EXISTING / g GUARD RAIL ON TOP I I BASEMENT I I w S 1 04 WALLS TO BE \ 1 S 0 1 ( 1 I SIDE C WALL EACH 8' 0" CEILING HEIGHT I I I 100 REMOVED (TYPICAL) a 4" POURED CONCRETE SLAB ( = I 0 �1 I - I I O R 6 MIL. POLYETHLENE I 0 o REMOVE XISTING o I = I _o Ia I APOR BARRIER ON WELL I I o SLIDER 'LNEW I I ICOMPACTED POROUS FILL I I ( I 'n I PROPOSED POST ABOVE I w -0" I L - L �'- _ II 1_ - J T- EXIsnNc Tv I I PROPOSED 2X10 LEDGER BOARD J 1 PROPOSED FJ I I_ — _ — _ 16" OC. TO MATCH 1 8•%8• ACQ. z = z w n Iw v COLUMN WRAPPED z = o ( � EXISTING FJ I 1 in o I rl ® I DW rl I WITH AZEK (TYPJ = a I Q I00 a M Q M ~I ~I H MQ I I M S -_� MOKE I I I >1 O O 04 I o PROPOSED o o O DETECTOR I I I m O I -1_I KITCHEN I ( I I I ©_-MONO DE I I I I I I I Y1 Q E o DETECTOR I ` .— UI 0) 01 ( I 01 1 EXISTING = O I I I o I-LJ ILf w BEDROOM 0 Z $'-o" 13'-0" I I L 01 O O JI J 1 I SMOKE x I r STEE ASSUMED P PED EXISTING — — — — -I COLUMN 0 cnl LL L — — _ I — — — — — — I 1 I ® DETECTOR 1 O w W I I ON EXISTING FOOTING x V1 T77 C �' W UNE Of EXISTING S OWER — � = ROPOSED z w I I I—O I Q I L J ' I I u It - ® TO BE REMOVED F z_ I I ALF BATH x z Q" ASSUMED DIRECTION OF EXISTING ASSUMED DIRECTION OF E IS11NG oI a Aft Z U) O LINE OF FLAT CEILIN Y w C9 �' PROVIDE TILED SHOWER io J I I O J) z I ( N (n I I FLOOR JOISTS FLOOR JOISTS w LINE OF NEW I I PAN W/DRAIN 0 WASHER. 125 CFM EXHAUST I- W CD J i=Q O = z_ CONSTRUCTIO M I PROVIDE TRAP PRIM R ® 00 FA TO EXTERIOR I I O Z Z CL Q N Z I aO J DRAIN. VENT DRYER TO (0 O X o (TYPICAL) I I CV = EXTERIOR N = Z D_ �w N I a I m 15'-4" 6'-2" 1 2'-0" 1 V-3" 3-5" 3' o _z 0 0 �p z w w Q 12'-8" 10'-4" I 6'-8" klloz O In w I I Q Q r-3 I I U I I r ASSUMED EXISTING r , I I I >< O EXISTING EXISTING 0 I LINE OF NEW I W O Z z Q Z m EXISTING STEEL PIPED COLUMN I I I I to UJ I— o I CLOSET CLOSET.I i0 CONSIRUC110 = I n =O I J Z J J I ( I `Y 1 ON EXISTING FOOTING = PROPOSED I I (TYPICAL) z= _ 1i1iJQ �,J ,� CRAWL SPACE z J 1 O OW DINING ROOM i0 I EXISTING x ^ I I OCID ajz Izj I I NO CHANGE L J zt' I I I Q C14 .1 UD ROOM x ozo > N 2 \ S —DSMOKE ETECTOR O I SMOKE W Of I I p X o W O I z a w a I O DETE TOR w w I I 1 O I I O--DETECTOR to I W O ISMO W W o L E OF EXISTING 0_ Z �_<o CARBON p 0' p 0 I O CARBON ao N BASEMENT STAIRS TO INFILL FL OR FRAMING I I O O S Q o M a 0 ©--MONOXIDE wl- w I = OC MONOXIDE 12 BE REMOVED J U U I of ro O I I DETECTOR �' W 0 �DETECTOR a TO MAT H EXISTING n- J H D � o a O �I I 1 r o I I = Q Q — J o a N EXISTING STAIRS TO I ( IL IL io JI 00 3 .� I I— REMAIN �� 1 LINE OF EXISTING = ( o ) I I I I I REMOVED (TYPICAL) I I N I O 5WALLS TO BE ' 4" 101- 5'-8" I n O ( 1 PROPOSED EXPANDED oT _ _ BATHROOM I I I LLLLLL / /1 125 CFM EXHAUST "�,w l/ 1 2652CAI 4X4 POST 4X4 PST 5 FAN TO EXTERIOR `� DN "< _ _ _ _ _ _ I I I.L. UP I I I m LINE OF EXISTING 2'-8" $'-$" IS G B• M NT WINDOW REMOVED BE 6'-0" 2'-2" — — — — — AI S IN a r Z- W — — — — I f7ANCHOR AND BOND I I o -J TO EXISTING F EXISTING v i I WITH E REBARS ®121 I I W BASEMENT I - - - -� O.C. VERTICAL I — PROPOSED FLAT 2 XB RR O le or. TO EXISTING � MATCH EXISTING —LINE OF NEW aEctmc p NO CHANGE � LINE OF EXISTING METER (TYPICAL) 7'-0" CEILING HEIGHT CONSTRUCTION EXISTING OIL TANK w WALLS TO BE ASSUMED EXISTING w a REMOVED (TYPICAL) (TYPICAL) I I STEEL PIPED COLUMN - a Q = I I �- ON EXISTING FOOTING _ 00 Z Ui 9�a•B,M of RroGE uFi 00 c O I I I I I I I I Q x 1 O'-0" I x Z O EXISTING Z t- I I I — w W LIVING ROOM 1 ow w I I LtJ w w NO CHANGE I Q Z Q Z W I I — U 18'-0' t 1'-$" z z ov = ASSUMED DIRECTION OF EXISTIN ASSUMED DIRECTION OF EXIS N �� F- o p t o I I \\ FLOOR JOISTS �\ FLOOR J I TS I EXISTING = = w 0 EXISTING FOUNDATION N W o F 3'-7" 1 2'-4" BEDROOM W D_ M 1n L,,,-z W LINE OF EXISTING I �'' � J I I Q I WALL TO REMAIN 0- O 7 N WALLS TO REMAIN 7'-5'CEILING HEIGHT w O m Z m 6'-0" OK Z ILO w (TYPICAL)11 - -- - - W IL — d SMOKE CID o (EXISTING) (EXISTING) O�—DETECTOR Z O I OO r ASSUMED EXISTING I I EXISTING (� X Q 1L — — — — _ _ _ I STEEL PIPED COLUMN = o = CLOSET z p ap Z c 0(n c� w -I ( ON EXISTING FOOTING '01 o W �t�X I a z z10' L J a I ' I I Charles M. Thomas = I w Z (� 0- UX m o EXISTING O O Z a O: X Nla = z z J F U 0 I U lt w x m EXISTING PORCH CONC SLAB I I I I N I I I FRONT PORCH zW ; °� Q $ I w1J ABOVE `� a r c h i t e c t c0 w I w NO CHANGE OCT 00 'S tL L, L` LINE OF EXISTING EXISTING 6 w O O I EXISTING FOUN ATION WALL TO I I COLUMNS TO REMAIN X N I$D CLOSET "1 L_ o L REMAIN PO BOX 877 JAMESPORT,(� I I — — — — — — — — J I NY 11947 631) 727-7993 3 2"x8" HEADER LINE OF EXISTING PORCH SLAB ABOVE EXISTING -- - PROJECT 6'-0" 12'-1" 18'-7" 6'-8" ADDITION EXISTING EXISTING 18'-7" 6'-8" EXISTING 43'-4" 6'-0" 37'-4" ADDITION EXISTING II4 43'-4" NOTE: EXISTING 2 BEDROOM, 1 BATHROOM HOME TO REMAIN 2 PROPOSED FLOOR BEDROOMS WITH THE ADDITION OF A I BATHROOM. THE PROPOSED HOUSE WILL BE A 2 BEDROOM, 1 1 BATHROOM PLANS DWELLING. P PROPOSEDFIRST FLOOR PLAN P PROPOSED FOU N DATI ON PLAN DATE: 12/6/23 - PROJECT No. � SCALE: 1/4" = 1'-0" 2 SCALE: 1/4" = 1'-0" DRAWING BY. CMT PROPOSED ADDITION: 441.8 SF CHK BY. PROPOSED SCREENED PORCH: 142.8 SF DWG No. EXISTING HOUSE: 1267.8 SF W-FO-0-21-0 2OF3 TITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. 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 CONS THIS PROJECT IS IN COMPLIANCE WITH 2O20 RESIDENTIAL CODE OF NEW YORK STATE. LINE OF PROPOSED DECK ADDITION LINE OF EXISTING DECK TO REMAIN N ARCHITECT z 0 r 0 a REVISIONS D E S C R I P T ION U EXISTING LU DECK w NO CHANGE U) 0 a 0 Of a U_ 0 z J C � PROPOSED RIDGE pp0S 12 o LINE OF EXISTING HOUSE C7 PFc�-�S ® o�, 127 TYPICAL ROOF CONSTRUCTION BEYOND F R ppF SHINGLE ROOFlNG TO MATCH EXISTING BOO Rqr OVER 15# ROOF FELT ON 1/2" CDX PLYWOOD SHEATHING. LINE OF EXISTING DECK TO REMAIN PROPOSED 2X10 CEILING T L — J 12 PR OSED ROOF ��1� 2"X10" ROOF RAFTERS 0 16" O.C. RUBBER ROOF EXISTING r.00E EXISTING /\ C NSTRUCTION S�� �� ILI N R IN IN To 05 12 \ Q�OQO TRAY 0 TOL111' FROM T. & S. 3 COAT BD.JOB (NTYP)1 s 0o TYPICAL CEILING CONSTRUCTION '- PROPOSED PROPOSED r HD SRAY FOAM INSULATION 8'. PLATE HEIGHT PROPOSED 2X10 ROOF RAFTERS ® 16" O.C. IN COMPRESSED AREAS 2" X 10" CEILING JOISTS 0 16" O.C. T.O. PLATE HEIGHT LINE OF ROOF TO BE W/ R-49 BATT. INSULATION J L I PROPOSED (3) 11 �" ML HEADER � — REMOVED PROPOSED FASCIA TO — — — — — — — — — — T.O. WINDOWS MATCH EXISTING -- PROPOSED LINE OF NEW TYPICAL WALL CONSTRUCTION - I IFI I p UL_ — N NIT CONSTRUCTION L _ SCREEN PORCH sDc O I I I SIDING TO MATCH EXISTING TYK HOUSE WRAP 1/2" CD X I REMAIr, — PROPOSED PLYWOOD SHEATHING ON 2"X6" IND. STUDS 0 16" O.C. EXISTING 1 I o R-21 INSULATION NEW 2"X1O" rr (EXISTING) (EXISTING) 1 1s OC. DECK � GREAT ROOM - - L --- TYPICAL FLOOR CONSTRUCTION NO CHANGE m SCREEN PANELS ------- o " 1 $ PER SELECTION OF EXISTING WINDOWS BEYOND PROPOSED FLOOR JOISTS TO MATCH EXISTING NEW 2"X10" rr NEW 2 X10 rr 8"xl3" POST WRAPPED PER 1 W/3/4" PLYWOOD SUBFLOOR W/MIN. SOUND INSULATION 16 OC. ® 16 OC. LINE OF EXISTING WALL 0 TO BE REMOVED Q SELECTION OF OWNER BEYOND "o " = 1—�" PLYWOOD R-21 INSULATION OPOSED T.O. FIRST FLOOR N Y W/ BEAD BOARD X1 A K JOISTS 1 " (EXIsnNc) EXISTING FLOOR JOISTS TO REMAIN PROPOSED FLOOR JOISTS 2"x6" ACQ SILL PLATE a EXISTING DECK (3) 2X10 ACQ GIRDER TO MATCH EXISTING TERMITE SHIELD, SILL EXISTING FOUNDATION WALL TO REMAIN SEALER, ® W Z BEYOND 5/8" DIA. ANCHOR BOLTS n I ¢ @26"-0" O.C. X. af y w EXISTING EXISTING GRADE PROPOSED RAF S 0 RAFTERS TO BASEMENT PROPOSED R IN REMAIN Y 2"X10" ACQ LEDGER NO CHANGE BASEMENT W o BOARD LAG BOLTED 12" 00 EX[sn&G 1 z OC STAGGER AND SECURE EXISTING CONCRETE NOTE: ENTIRE CEILING SHALL 8 POURED CONCRETE FOUNDATION 0 Z M BE SHEET ROCKED WITH 1/2" WALL ON 8"X16" POURED CONCRETE � EDR OM TO EXISTING FRAMING SLAB TYP 'X' O S E W D X FOOTING MIN 36" BELLOW GRADE. s - D CTOR / / w 4" POURED CONCRETE SLAB MATCHD TEXIIST, FIRISOT FLOOR RELEVATION DINGLY O 1= OSED = 12"� TUBE FOOTINGS 4 MILL VAPOR BARRIER TYPICAL �, N Z MIN 36 BELOW GRADE ) 0 LINE Of FLAT CEILING 1 ,�v BATH v (MUST BE VIRGIN SOIL) FLri / O NOTE: CONFIRM DEPTH OF n/ �R ~ E ISTING BASEMENT WITH W d- 0 1n ARCHITECT TO ENSURE N P TOPOSEDUNDERPIN BASEMENT DOES Z p I t} C� N T UNDERPIN EXISTING / n O NEW 2"X1O" rr NEW 2"X1O" rr >- �o ® 16 OC. ® 16 OC. EXISTING O EXISTING N o Q OSET m CLOSET = PROPOSED > 0 O �I — EXIs�I I,G'5DC�OO s C R 0 S S S E C T 1 0 N �'-� W 0 C-4 SMOKE F ♦ z SCALE: 1/4" = 1'-0" 0 [] p V <X (�Cn Q �- 3-4 to O Dw '1 w X= �DN COPULA Of z { 2 O F- ci� a w ® 1n CN, z z Q EX NDED Q w - UN It 12 F ROOM 2652 PROPOSED 11 �" ML RIDGE1`' ¢ Fnl T EXTERIOR ♦ — NEW 2"X10" rr NEW 2"X10' rr n U LL N U W ® 16" OC. 6„ O LL LAY PROPOSED— A o ,) RE OVER / \ EXISTING l I EXIS N ROOF `Z` o p pn ELE Ic \/ W X= s`-Q I ME R EXISTING OIL TANK N C �FtJ as Q w ® _ Z o EXISTING EXIS ��__PROPOSED " LIVING ROOM VALLEY w NO CHANGE / I O I 2"X8 V) Exlsn -, ROOF RAFTERS U w ,, EDR OM �, ® 16" OC W L� v, 7'-5"COLIN HEIGHT ` � Qy OKE �� (EXISTING) EXISTING) , O TE TOR EXISTING �0 o L w o CLOSET w F = EXISTING C w6 NI W IX � FRONT PORCH R ILL! w NO CHANGE W No Charles M. Thomas LINE OF EXISTING EXISTING W 0 RAFTERS TO RAFTERS TO COLUMNS TO REMAIN CLOSET REMAIN REMAIN _AF(3) 2"X8" HEADER EXISTING HE RAFTER TO WALL a r c I t e C t EXI NG (14) 1 Od x 1 1/ " FASTENER csls PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 STUD TO BAND JOIST P PROPOSED R 0 0 F F R A M I N G P L A N ° (20) 10d x 1 1/2" FASTENER Ridge Beam PROJECT 3 SCALE: 1/4" = 1'-0" ° MTS16 I � I `I 11 1 � ROOF ((�) f(T,P) 1(TrN1 . _-- I I I I I ROOF RIDGE - I° ° 4 HOUSE I - I j MTS12 ° RAFTER MSTA i PROPOSED ROOF i�r+fir i �r i- ° I FRAMING PLAN & CROSS SECTION I WASHER �r-t-1/YY I ° W.C. I LAV I I W.C. I LAV I ISINK I D/WASHER , LTP4 LTP4 Simpson Strong Tie FRESH AIR INLET I " TO I UPlift connectors shall WITH CEILING COLLAR TIES ® 32 O.C. d) FIRST FLOOR D10 bypass each other to CS-20x18" MIN. WITH (7) 10d COMMON NAILS Simpson Strong-Tie DATE: 12/6/23 t-t/2' t-tJz t-t/2' 1-t/t' 1R' prevent cross-grain PER RAFTER INSTALLED OVER PLYWOOD PROJECT No. J r LTP4, spacing as required for P g DRAWING BY. CMT CONNECT TO APPROVED shear. SSP spacing for uplift. tension of band joist. RIDGE STRAP TIE ADJUSTABLE HANGER EXISTING CHK BY. SCALE: N.T.S. SCALE: N.T.S. DWG No. _ PLUMBING RISER DIAGRAM RAFTER TO WALL (>) 8d RIM JOIST /2 T FASTENER DA - 003- 00 SCALE: N.T.S SCALE: N.T.S. 3 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. TOP PLATE FRAMING TO ACCOMADATE TABLE R 301.7 CORNER AND PARTITION POSTS ALLOWABLE DEFLEC11ON OF STRUCRURAL MEMBERS RAFTERS AND CEILING PIPING - R 6 0 2.7.2 STUCTURAL MEMBER ALLOWABLE DEFLE TION JOISTS OR APPROVED �� ROOF TRUSS TOP PLATES RAFTERS W/GREATER L/180 SLOPES THAN J WMO Na J' J A FINISHED CEILING TOP PLATES `' ,�•. SECOND STORY TOP PLATE- WWFFrrMM TABLE 3.1 ATTACHED TO RAFTERS TOP PLATE SEE DRILLING AND 16d NAIL AT 24" O.C. GYPSM BOARD INSTALI�El7 VIN STUD INTERIOR WALLS AND H/180 JOIST IS PERMITTED TO NOTCHING PROVISIONS ACCORDANCE WITH PARTITIONS BE CUT OR NOTCHED BORED HOLE MAX FILINGSOORS PLASTERED L/360 STUD �-- FLOOR JOIST- BETWEEN THESE LIMITS WALL STUD- DIAMETER 60% ALL OTHER STRUCTURAL L/240 BORED HOLE MAX z SEE DRILLING AND SEE DRILLING AND NOTCHING PROVISIONS NOTCHING PROVISIONS OF STUD DEPTH MEMEBERS DIAMETER 40% O OF STUD DEPTH BOTTOM PLATE EXT. WALLS W/ PLASTER OR H 3so _ WFCM SECTION 3.3.1.1.1 WFCM SECTION 3.4.1.1.1 WOOD STRUCTURAL PANEL STUCCO FINISHE / „ 1/3 SPAN 1/3 SPA NSTALLED IN ACCORDANCE 5/8" MIN. TO EDGE 5/8 MIN. TO EDGE 1�0 ALL IL AT E'" 0 C WITH WFCM TABLE 3.1 EXT. WALLS-WIND LOADS L/240 - WITH BRITTLE(b) FINISHES 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 FRAMING MEMBERS NOT AT NOTCH MUST NOT EXCEED WITH FLEXIBLE a FINISHES NOTCH MUST NOT EXCEED Uim BLOCKED AGAINST PANEL EDGES 40% OF STUD DEPTH NOTES: L= SPAN LENGTH, H = SPAN HEIGHT 25% OF STUD DEPTH BAND JOIST ND BRIDGING ROTATION IN ACCORDANCE (a) CORNER DETAIL a. The wind load shall be permitted to be taken as 0.7 times the TOP PLATE OR BLOCKING SEE WFCM SECTION 3.3 WITH WFCM 3.3.1.3-END RESTRAINT GYPSM BOARD INSTALLED IN component and cladding foods 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% a 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 CROSS SECTION OF CUT OR of the cantilever. WALL " DOUBLE AND NCB MORE THAN TWO 5/ MIN. TO EDGE c. For aluminum structural members or paneles used in roofs or SUCCESSIVE STUDS ARE DOUBLED 1 IN.x4 IN. RIBBON walls of sunroom additions or patio covers, not supporting edge of AND So BORED cn /-- CUT INTO STUD - glass or sandwich panels, the total load deflection shall not N LAP JOIST 3 IN. MIN. z BAND JOIST /-BOTTOM PLATE FOR FIRE BLOCKING exceed L/60. For sandwich panels used in roofs or walls of (D 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 TAB E03DANCE WFCM 2015 SBC HIGH WIND EDITION not exceed L/,2D TABLE R 301.2221 WFCM 2015 SB C HIGH WIND EDITION W (0 0) SILL PLATE JOIST ° o 4.3. WALL BRACING ADJUSTMENT FACTORS BY ROOF ° SECTION 3. .1 FIGURE 3.3B SECTION 3.4.2.1 .1 FIGURE 3.3 A CRAWL SPACE 8d NAIL AT 6 O.C. ON ALL COVERING DEAD LOAD OR BASEMENT � SUBFLOOR FRAMING MEMffRS AT PANEL NOTCHING AND BORED HOLE LIMITATIONS NOTCHING AND BORED HOLE LIMITATIONS FOUNDATION MONOLITHIC EDGES AND 12 O.C. ON ALL ROOF/CEILING ROOF/CEILING SLAB-ON-GRADE L NDATIONRADE (b) INSIDE CORNER DETAIL PANEL 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 HOLE LIMITATIONS EXTERIOR CORNER FRAMING- ROOF ONLY 1.2 BEARING WALLFOR EXTERIOR BEARING AND INTERIOR ROOF PLUS ONE STORY 1.0 1.1 20 CONTINUOUS ^ 0 NON-BEARING WALLS: R602.6 (1 ) & (2� LATERAL BRACE AT 6 O.C. N 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 V) N FOR WOOD STRUCTURAL PANELS ROOF FRAMING DOUBLE TOP PLATE TRUSS OR CEILING JOIST 0 FASTENER SPACING (inches) SEE STUD TO RAFTER z W FASTENER SPAN 4 FEET 6 FEET BLOCKING SECTION A-A C PLE TUD T PICAL OR STUD TO STUD DETAIL GABLE END TRUSS 0 < 4 FEET < PANEL SPAN < PANEL SPAN ENDWALL ONNECTORS Q 0 TYPE - R QUIRED � 0 (� < 6 FEET < 8 FEET 1/2 SPACING A A ALLOWS E CH SIDE 10-8d 0 NO. 8 WOOD SCREW 16" 10" 8" OOIDDDOOWN NAILS ANCHOR WITH 2 EMBEDMENT T- HEADER STUDS ----FULL LENGTH 5d COOLER NAILS AT 10" O.C. 0 J LENGHT DOUBLE A A WA STUDS I--- Q STUD(MIN.) ° CORNER STUD NOTE: 2"x4" BLOCK NAILED TO EACH AT H Dw E �0�0 o CONNECTED TO BLOCKING UPLIFT CONNECTION IS REQUIRED BRACE WITH 4-10d NAILS NO. 10 WOOD SCREW 16" 12" g" HOLDDO)w TRANSFER SHEAR TYPIC L AT EACH END OF HEADER ANDGYPSUM BOARD z ANCHOR WITH 2" EMBEDME:NT (HDU) ° CONN CTO S N UP AT BOTTOM OF HEADER STUDS IN LENGHT ° ° NOTE: SIMILAR REQUI ED CO EC R ADDITION TO CONNECTORS AT 5d COOLER NAILS AT 7" O.C. 0 W o CONNECTION AT EA H SIDE R UIR WALL STUDS AND AT TOP AND z ° 2-16d COMMON FOUNDATION. BOTTOM OF CRIPPLES 20 GAUGE STRAP W 1/4" LAG SCREW BASED ANCHOR 16" ,6" 16" SIDE WALL Q ° "AILSAT6AOLLC. FLOOR BRACING AT END BAYS TYPICAL FRAMING AND UPLIFT 10-8d NAILS o 0 WITH 2 EMBEDMENT ' ' END FIGURECONNECTIONS FOR OP Q1 W LENGHT (WFCM 3. 6) OPENINGS I N G S „ SUBROOR 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. "FASTENERS SHALL BE LOCATED NOT LESS THAN 1" FROM EDGE OF PANEL. BAND JOIST w 12 MAX. � (WFCM FIGURE 11 ) a- c. ANCHORS SHALL PENETRATE THROUGH THE EXTERIOR WALL COVERING WITH AN 4AILS BASED ON EMBEDMENT LENGHT OF NOT LESS THAN 2" INTO THE BUILDING FRAME. o o SHEAR WALL REQUIREMENTS W FASTENERS SHALL BE LOCATED NOT LESS THAN 2 1/2" FROM THE EDGE OF CONCRETE BLOCK OR MASONRY. I ' X j\ TOP PLATE U w d. PANELS ATTACHED TO MASONRY OR MASONRY/STUCCO SHALL BE ATTACHED USING U PROVIDE RAFTER TO VIBRATION-RESISTANT ANCHORS HAVING AN ULTIMATE WITHDRAWAL CAPACITY OF NOT •. o H NO CEILING RIDGE TENSION STRAP N H/2 BUT NEED OT / DIAPHRAGM CENTER 2x BLOCKING RIDGE HANGERS IF USE 8-8d COMMON NAI S N LESS THAN 1,500 POUNDS. ° o EXC ED 15 FT. AX. 7 EXCEED 40 FT. MAT REQUIRED ON SHEATHING JOINT RAFTER TAILS ARE NOT EACH END OF 1-1/4� WOOD STRUCTURAL PANELS SHALL HAVE A MINIMUM THICKNESS OF 7/16 INCH (11.1 m) ° o 0 15^�32 WOOD STRUCTURAL PANELS STRAPPED TO TOP 20 GAUGE STRAP HOLDDOWN ° ° CORNER STUD OW GABLE FACE AND ON WALL BELOW PLATE OF WALL BELOW ( ) o ° CONNECTED To BASED ON SHEARWALL REQUIREMENTS w �-- ROOF RAFTER 0 0 o TRANSFER SHEAR FOUNDATION CLEARANCE FROM SLOPES GABLE ENDWALL, BALLOON FRAMING " "' a o 20 GA. STRAP- ( ) P REFERRED METHOD z 1 1" WIDE MIN. ATIHARD ARE o ° RAFTER < � J 48d NAIL AT 12" 01.C. ON 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 BOARD Z W RIDGE BEAM (FLOOR TO FLOOR & FLOOR TO FOUNDATION; WFCM 16d NAIL AT 4-J M FLOOR TO FLOOR PHD5 24" RIDGE TENSION STRAP DETAIL CZ <" TABLE R301 . 5 NOTESCONNECTION o E FOR Sk 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 MALL 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 SECITRONAPPPI R802.4.1ED TO TTFOR CONVENTIONAL IC SPACES GCEILING JOISTS AND THE REQUIREMENTS IN T A B L E R301 . 5 NAILS EDGES) SECTION R802.10.7 FOR TRUSSES. ATTICS WITHOUT STORAGE ARE WOOD STRUCTURAL PANEL THOSE WHERE THE MAXIMUM CLEAR HEIGHT BETWEEN JOINST AND `r 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 +-j S i m p s o n Strong- Tie RAFTER TO STUD SIMPSON H-7 ANCHOR 4-8d TO RAFTER 985 LB PER EVERY RAFTER NAILING SCHEDULE (TABLE 3.1, OR MORE ADJACENT TRUSSES WITH THE SAME WEB CONFIGURATION MINIMUM UNIFORMLY DISTRIBUTED LOADS (PSI ) -- 8-8d TO STUD CONNECTION CAPABLE OF CONTAINING A RECTANGLE 42 INCHES HIGH BY 2 A 3 5- Chimney Framing 2-8d TO PLATES WCFM HIGH WIND EDITION) FEET WIDE, OR GREATERE, LOCATED WITHIN THE PLANE OF THE z 1 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 CONNECTION (A) OUTSIDE CORNER DETAIL BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD USE LIVE LOAD 3 ROOF RAFTER RIDGE DETAIL STUD TO SILL PLATE SIMPSON H-8 4-8d TO PLATE GYPSUM BOARD 5-8d TO STUD 745 LB EVERY STUD REQUIREMENTS. cc G INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE o 8d NAIL AT UNIFROMLY DISTRIBUTED LIVE LOAD OR A 300 POUND r TIE n- SIMPSON STRONG HDU CONCENTRATED LOAD ACTING OVER AN AREA OF 4 SQUARE 3 SCALE: N.T.S. * NOTES: 6 O.C. (ALL EXTERIOR BALCONIES 40 w SIZE PER MOST RECENT ATALOG 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 SIDE WALL d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT TABLE 3.2 FOR FOUNDATION CONNECTIONS. NAILING OVER STRUCTURAL WOOD PANEL SHEATHING IS ACCEPTABLE AS LONG AS MIN. o EDGES) ANY POINT ALONG THE TOP DECKS 40 �� V NAIL PENETRATION INTO FRAMING IS ACHIEVED. e. SEE SECTION R502.2. FOR DECKS ATTACHED TO EXTERIOR WOOD STRUCTURAL WALLS. L� * INSTALL THROUGH FIRST FLOOR SHOE. PANEL INSTALLED IIN f. GUARD IN - FILL COMPONENTS (ALL THOSE EXCEPT THE PASSENGER VEHICLE GARAGES 50co ®II HANDRAIL) , BALUSTERS AND PANEL FILLER SHALL BE DESIGNED C L ®I ACCORDANCE WITH TO WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF 50 ATTIC WITHOUT STORAGE 10 NAILING SCHEDULE 16d NAIL AT POUND ON AN AREA EQUAL TO 1 SQUARE FOOT. THIS LOAD NEED o an e (TABLE 3.1, WCFM 2015 24" O.C. NOT BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE ATTICS WITH STORAGE 20 ® HIGH WIND EDITION) 3 LOAD REQUIREMENT. g. APPLIES TO ATTICE SPACES NOT MEETING THE REQUIREMENTS ®I z FOR STORAGE PER FOOTNOTE b. SEE SECTION R802.4.2 FOR ROOMS OTHER THAN SLEEPING ROOMS 40 e 8d NAIL AT 6" O.C. G 1i1 CONVENTIONAL CEILING JOISTS AND SECTION R802.10.6 FOR ALL FRAMING MEMBER TRUSSES. FOR ATTICS WITH LIMITED STORAGE AND CONSTRUCTED SLEEPING ROOMS 30 AT PANEL EDGES AND (B) INSIDE CORNER DETAIL V41TH TRUSSES, THIS LIVE LOAD NEED ONLY BE APPLIED TO THOSE 12" O.C. ON ALL PORTIONS OF THE BOTTOM CHORD OF NOT LESS TAHN TWO ADJACENT TRUSSES WITH THE SAME WEB CONFIGURATION STAIRS 40 FRAMING MEMBERS NOT 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 nT BETWEEN THE 2 CORNER BRACING DETAIL TOP MET:OF THE BOTTOM CHORD AND BOTTOM ANY OTHER TRUSS I MEMBER, PROVIDED THAT EACH OF THE FOLLOWING CRITERIA IS 1. THE ATTIC AREA ACCESSIBLE BY A• EXTERIOR CORNER FRAMING OR FRAMED OPEN NGSIN ACCORDANCE WITHULL sECTTON 07 1TAIND AY 3 SCALE: N.T.S. 2. THE TRUSS SHALL HAVE A BOTTOM CHORD PITCH LESS THAN Simpson Strong- Tie 2:12. h ATTIC SPACES SERVED BY A FIXED STAIR SHALL BE DESIGNED HDU TO SUPPORT THE MINIMUM UVE LOAD SPECIFIED FOR SLEEPING ROOMS. (TABLE 3.2A WFCM 2018 HIGH WIND EDITION) The design of this structure Is based upon prescriptive approach using the (TABLE 3. 1 WFCM 2018 HIGH WIND EDITION ) SILL OR BOTTOM PLATE TO FOUNDATION ANCHOR BOLT Wood Frame Construction Manual (WFCM) 2018 130 MPH COPYRIGHT 2015 SBC P published b The American Forest and Paper Association. Non- Structural elements G E N E R A L N 0 T E S: NAILING SCH ED U L.E re based upon the 2020 NEW YORK STATE RESIDENTIAL CODE. ."' MAX. ANCHOR BOLT SPACING (INCHES) Oy ANCHOR BOLT CONNECTION FOUNDATION NOTES 1.2.3.4 1. All works shall be performed in accordance with all state, NUMBER OF NAILS RESISTING SUPPORTING For the Climatic and Geographical Design Criteria, see Table R301.2(1) on municipal, local zoning and building codes and ordinances W JOINT DESCRIPTION NAIL SPACING 1/2" ANCHOR BOLTS 31 sheet no. 1 havingjurisdiction and best standards of construction COMMON NAILS 1 - FLOOR All non engineered lumber to be Douglas Fir#2 or better r + ` Q k LATERAL AND SHEAR LOADS 2 - FLOORS 5/8" ANCHOR BOLTS 48 practice. y Wind Limitations-Section R301.2.1 4-8d PER RAFTER/STUD 1. PRESCRIPTIVE LIMITS ARE BASED ON ASSUMPTIONS IN TABLE 3.26 The American Institute of Architects Conditions shall apply 4v o O RAFTER TO TOP PLATE TOE-NAILEDI Design R301.2.1.1. See Table R301.2. 4 A for Wind-Born Debris �' 2. WHEN ANCHOR BOLTS ARE USED TO RESIST UPLIFT, LATERAL, AND SHEAR LOADS, THE MAXIMUM ANCHOR BOLT SPACING SHALL NOT EXCEED THE g ( ( ) to all work performed on this project. 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). Protection Fastening Schedule For Wood Structural Panels) 2. The Contractor shall verify all conditions at the site. Any ��� 3. FOR THREE SECOND GUST WIND SPEEDS GREATER THAN 130 MPH. discrepancies must be brought to the attention of the Architect 9-16d EACH LAP 4. IN NO CASE SHALL ANCHOR BOLT SPACINGS EXCEED 6 FEET ON CENTER.CEILING JOIST TO PARALLEL RAFTER FACE-NAILED Live Load-Section R301.5 prior to commencement of construction. The Contractor shall be Light and Ventilation-Section R303 responsible for corrections not reported once he has started work " CEILING JOIST OVER PARTITIONS FACE-NAILED 9-16d EACH LAP Minimum Room Area-Section R304 except for hidden job conditions. z 6-8d PER TIE Ceiling Height-Section R305 3. Contractor shall guarantee to the Owner that all materials and p COLLAR TIE TO RAFTER FACE-NAILED Sanitation-Section R306 equipment incorporated in the work will be new, and that all work _ BLOCKING TO RAFTER TOE-NAILED 2-8d EACH END Toilet Bath and Shower Space-Section R307 will be of good quality, free from faults and defects for a period Glazing-Section R308 of one year form the date of the final Certificate of Occupancy. �- TRIM BOARD TO RAFTER END-NAILEIJ 2-16d EACH END Garages and Carports-Section R309 4. The Architect shall not be responsible for the construction means, o Emergency Escape and Rescue Opening-Section R310 method, techniques, sequences or procedures, or for the safety WALL FRAMING Means of egress-Section R311 precautions and programs in connection with the work, and he 2-16d SEE NOTE 1 PER FOOT Landing-Section R311.3 shall not be responsible for the contractors failure to carry out v TOP PLATE TO TOP PLATE FACE-N�11LED ( ) Ramps-Section R311.6 the work in accordance with the construction documents. The 4-16d JOINTS - EACH SIDE Stairway-Section R311.7 Architect shall not be responsible for the acts or omission by N TOP PLATE AT INTERSECTION FACE-NAILED Handrail-Section R311.7.8 the contractor No changes shall be made in the documents Ld 2-16d 24' O.C. Guards-Section R312 STUD TO STUD FACE-NAILED and/or the building as designed without the expressed written o Smoke Alarms-Section R314 consent of the Architect. HEADER TO HEADER FACE-NAILED 16d 16" O.C. ALONG EDGES 5 The contractor Carbon . r and all subcontractors shall maintain continuous 2-16d PER 2X4 STUD Monoxide Alarms - R315 g Y Foam plastic-Section R316 insurance coverage statutory policies Worker TOP OR BOTTOM PLATE TO STUD (END-NAILED) Flame Spread and Smoke-Section R315 Compensation, etc.) and general liability in an mount not U) 3-16d PER 2X6 STUD Insulation-Section R316 less than S 5 million and automobile liability and damage o \ N N 4-16d PER 2X8 STUD Dwelling Unit Separation-Section R317 coverage not less than 2 million. The Architect shall be V) Moisture Vapor Retarders-Section R318 g N d 2-16d SEE NOTE 1,2 PER FOOT 6. Provide 0.025n of a meatall shields other than aluminium, over fibrous W � FACE-NAILED ( Protection Against Decay-Section R317 " y P w FLOOR FRAMING Protection Against Termites-Section R318Of Site Address-Section R319 insulation at all perimeter sills. 4-8d PER JOIST Accessibility-Section R320 7. All wood in contact with concrete or masonry to be Wolmonized JOIST TO SILL TOP PLATE TO GIRDER TOE-NAILED Elevators and Platform lifts -Section R323 or pressure creosoted. 2-8d Flood Resistant Construction-Section R324 8. A single station smoke detector alarm device shall be installed BRIDGING TO JOIST TOE-NAILED EACH END in each bedroom, on all floors and shall be all interconnected per code. BLOCKING TO SILL OR TOP PLATE TCE-NAILED 3-16d EACH BLOCK Foundation-Chapter 4 9. All bathroom without operable windows to be mechanically ventilated Design based upon presumptive load bearing values of sandy gravel and or gravel as per New York State Code. 3-16d at 3000 pounds 10. Heating to be designed to provide 70 degrees F. with outdoor LEDGER STRIP TO BEAM FACE-NAILED EACH JOIST 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. JOIST ON LEDGER TO BEAM TOE-NAILED found upon excavation, 11. All electrical work to be in accordance to the rules and 0 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 N BAND JOIST TOJOIST END-NAILED g g to be presented to the Owner at the completion of the job. BAND JOIST TO SILL OR TOP PLATE TOE-NAILED 2-16d PER FOOT Foundation Notes: 12. Plumbing Installation to comply with State and Local codes 0 2-8d EACH END 5/8" Ancor Bolts (SSTB-28) See chart on this sheet for spacing and the ensewage edisposal isp s l s system t meet dimensions Department standards. w BLOCKING TO FLOOR JOIST TOE-NAILED 8" poured concrete foundation wall, 8'-0" high, 3000 # test g g y (n N 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 ROOF SHEATHING P g P g Energy Conversation Construction Code. All glazed area to be double 16"x8" poured concrete wall footings, 3000# test lazed and all exterior door to have insulated cores. STRUCTURAL PANELS RAFTERS OR TRUSSES SPACED UP TO 16" OC 8d 6" EDGE / 6" FIELD 2-1 3 4"x11 7 8" Microlam Girder or 3 1 2"x11 7 8" Power Beam g W / / ( / / ) 15. The insulation protection as indicated on these plans exceeds z c 8d 6" EDGE 6" FIELD 4" poured concrete floor slab with 6x6x#10 mesh and vapor barrier the Code's minimum standards. Q GABLE ENDWALL RAKE OR RAKE TRUSS W 0 GABLE OVERHANG / Damp proofing at exterior foundation below grade-Section R406 16. These drawings and specification are instruments of service and GABLE ENDWALL RAKE OR RAKE TRUSS W STRUCTURAL OUTLOOKERS 8d 6" EDGE / 6" FIELD 30"x30"x12" deep poured concrete column footings, 3000# test shall remain the property of the Architect whether the project for CONCRETE TO HAVE 5 TO 7% AIR-ENTRAINMENT which the made is executed or not. The may not be used 0 GABLE ENDWALL RAKE OR RAKE TRUSS W LOOKOUT BLOCKS 8d 4" 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 CifLJ Foundation wall to extend a minimum 8" above finished grade inspection and certifications as required or requested by the Owner, Q GYPSUM WALLBOARD 5d COOLERS 7" EDGE / 10" FIELD All footing to be carried down to undisturbed soil contractor or local building department. No footing shall be set higher than a 30 degree angle from any other footing O WALL SHEATHING Pour no concrete on frozen ground or in freezing water. 8d 6 EDGE 12" FIELD Provide 3 1/2' steel lally columns. �- Q STRUCTURAL PANELS STUDS SPACED UP TO 16" OC " / 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 cc (-- braced to prevent damage by the backfill (Section R404.1.7.) USE SIMPSON STRONG-TIE CONNECTORS G Floors - WFCM Prescriptive Method. FOLLOW PRODUCT SELECTION GUIDE AND Floor framing shall be nailed in accordance with Table 2 WFCM HIGH WIND EDITION. INSTALLATION MANUAL FOR HIGH WIND RESISTANT Q W Draftstopping - Section R502.12 CONSTRUCTION CATALOG C-HW02 GYPSUM WALLBOARD 5d COOLERS 7" EDGE / 10" FIELD Fireblocking - Section R502.13. z Q ANCHOR BOLTS IN FOUNDATION USE: W Floor Construction: SST828 WITH BEARING PLATE, SEE FOUNDATION Simpson Strong-Tie 3/4" plywood subfloor, fasten per Table 3.1 WFCM. NOTES FOR SPACING U21O 2X6 Q Floor joists: see Foundation and Floor Plans, spacing as noted. Q W Fasten per Table 3.1 WFCM. SILL PLATE TO RIM JOIST USE: AT EACH RAFTER 2-2x6 ACID sill with termite shield and sill seal. LTP4 16" O.C. AT EXTERIOR PERIMETER Q �y Finish floors per agreement. AND GARAGE/HOUSE COMMON WALL 4-10d x 1 1/2" Wall construction - WFCM Prescriptive Method. USE (4)-8d NAILS AT EACH END Wallfroming and finishing shall be nailed and or screwed in accordance with GARAGE STUD GARAGE SILL PLATE USE: FLOOR SHEATHING WFCM, Table 2 and Section 4 SSP CONNECTOR AT 16" O.C. NOTE: 1x6 fascia, wrap USE (4)-8d NAILS AT EACH END ATTACH LEDGER TO FRAMING STRUCTURAL PANELS Overhangs as noted. 8d 6" EDGE 12" FIELD Vinyl vented soffits. " " 1' OR LESS RIM JOIST TO STUD CONNECTION USE: rl BER WITH 2-1/2' X 5 LAG Alluminum gutters and leaders. Siding: see Elevations. " GREATER THAN 1" 10d 6" EDGE / 6" FIELD Tyvek housewrap. MTS 36, 16 O.C. TS AT '16" ON CENTER 1/2 plywood sheating, see fastening schedule, Table 3.1, 3.9 WFCM. USE R TO NAILS ON EACH END 2x4x Studs ® 16' o.c. with 2x4 shoe and double 2x4 plate FLOOR TO FLOOR CONNECTION USE: 1/2" Gypsum wall board MSTA 36, 16" O.C. 5/8"Type X GWB in garage. (2) layers J" GWB at fire partition USE (4)-8d NAILS AT EACH END N 1/2" MR GWB in wet areas Simpson Strong-Tie At least one window in each sleeping room shall comply with the exit re irements RAFTER TO STUD CONNECTION USE: N P 9 P Y q MTS 36, EACH ROOF RAFTER U21 O 2X6 �-- of section R310. USE 8 16d NAILS AT EACH END (- Note drilling and notching limitations in figure R602.6(1) for bearing walls and RAFTER TO RIDGE TO RAFTER CONNECTION USE: AT EACH CEILING JOIST M figure R 602.6(2) for non - bearing walls. H7 EACH ROOF RAFTER 7) LLI SIMPSON STRONG - TIE Fallow exterior corner framing detail figure R602.10.5 4-10d x 1 1/2 U cn 1 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) z Underlayment application (Section R905.2.7.)nailing see table 3.8 DECK POST TO GIRDER CONNECTION USE: 3- NAILS AT EACH STUD SIMPSON For roof slopes of two (2) units vertical in twelve (12) units horizontal (17- PC44 FOR EACH POST » SIMPSON H-8 USE W/ONLY of BOLT 14" percent o _J MIN OVERLAP IS 12 ( ) p cent slope), 5- 8D TO STUD ONE SILL BP-3 PLATE up to four (4) units vertical twelve (12) units horizontal (33 -percent slope ), GIRDER TO DECK JOIST CONNECTION USE: Simpson Strong-Tie 4- 8D TO PLATE PLATE IN 7" MINIMUM EMBEDMENT underlayment MTS12 ® EACH JOIST 's•• U210 2X6 (EVERY STUD) STUD TO SI shall be two (2) lyers applied in the following manner. Apply A 19-inch (483)strip (SEE ANCHOR SCHEDULE, PORCH POST TO DECK USE: ATTACH T AT EACH DECK/PORCH JOIST ON OWGS A-3.1 AND A-3.2) underloyment felt layers with and starting at the eaves , fastened sufficiently to PS720 (ALIGN WITH JOIST BELOW) 9� SIMPSON hold in place. PORCH POST TO GIRDER USE: PS720 4-i Starting at the eave , apply 36- inch wide (914 mm( sheets of underlayment, PORCH ROOF RAFTER TO GIRDER USE: C'' HDU " " overlapping H2.5A AT EACH ROOF RAFTER ti • (14) SDS Ya X 3 WOOD SCREWS a successive sheets 19 inches (483mm), and fstened sufficiently to hold in place. 4-1 Od X 1 1/2" 7 MIN EMBEDMENT o e For roof slopes of four 4 units vertical in 12 units. c„ • (SEE FOUNDATION PLANS A-3.1 AND P O ( ) TYPICAL PORCH , D E'C K LEDGER •D • Ice Protection Section R905.1.2 s �,• ,° ° •- A-3.2 FOR LOCATION) ( ) CONNECTIONS -- e•9 Underlayment in High wind (Section R905.1.1) (MINIMUM DOUBLE STUD) nn'' -Dap o•o:°° ;° �, SIMSON STRONG - TIE Flashing (Section R905.2.8) STU Y2 BEARING PLATE W c » " Chimney and firespaces - Chapter 10 ° A °, °a ° ' �I 1 1/4 COIL STRAP - 16 O.C. Energy Efficiency - Chapter 11, see attached report n °° '�° �• a ap a �'a USE 4-8D NAILS ® EACH STUD Mechanical - Chapter 12 DOUBLE 2X MIN. D , 1 a• a o �° �� `� Q� 'n General Mechanical System - Chapter 13 FOR HEADER OR °D °D .'a , ° o o Heaitng and cooling equipment - Chapter 14 BEAM " _ ,F Exhaust Sustem - Chapter 15 >- D ° ��,°- ° ,s••° o °D Duct System - Chapter 16 .� Z DOUBLE TOP PLATE MTS30 ROOF RAFTERS Combustion Air - Chapter 17 Simpson Strong-Tie D e D n D .pD DA F- c•° c•s o•�e„ ° Chimneys and Vents - Chapter 18 AC4 � Plumbing - Part VII AT EACH POST o ■ '�' D '° °�A' �• SEE PLAN Flood Zone - 301.2.4 a 1 3/4 (MUM , �.••s ° - U \ W EDGE DISTANCE 1,. ,4 q, D HEADER FLOOR TO FLOOR D °•' o LSTA21 Simpson Strong-Tie 0 KING STUDS CS2019 COILED Y2 THREADED ROD L CONNECTION o STRAP. MIN 12" REQUIRED FOR STU 1/2 co OVERLAP AT EACH CZ L JACK STUDS STUD o SIMPSON STRONG - TIE SIMPSON STRONG-TIE m 1 1 /4" COIL STRAP - H2A 2"MINIMUM CNW NUT COUPLER o 16" O.C. USE 4-8'D SIDECOVER AT EACH ROOF NAILS AT EACH STUD RAFTER USE 8-16D MIN OVERLAP IS 12 NAILS AT EACH END MIN EDGE " � JACK 0 SILL ®� •:�• s DISTANCE* m 12" MIN OVERLAP PER RT2.5 - COMPONENT " s� .,d• s'' s G •o e w ' ate• a °'�• MIN EDGE SHEET NO. STUD TO ROOF RAFTER sTH°$ • °.:��_ `•• �?'" •'$' ' FLOOR TO FLOOR Simpson Strong-Tie DISTANCE* WRAP UNDER SILL PLATE CONNECTION TYPICAL STRAPPING FOR *NOTE: SEE MANUFACTURERS CONNECTIONS: AT EACH POST FOOTING MINIMUM DISTANCE CHART FOR MIN. OVERLAP IS 12 FRAMED OPENING EXTERIOR WALL INSTALLATION CANTILEVER CONDITION SILL PLATE. TO RIM JOIST AND RIM JOIST TO STUD CO NNECTION WALL TO FOUNDATION CONNECTION PORCH COLUMN CONNECTIONS