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HomeMy WebLinkAbout44950-Z r� ��oQg�FFOi�CpGy Town of Southold 8/4/2022 0 P.O.Box 1179 o • 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 43306 Date: 8/4/2022 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 2240 Ruth Rd,Mattituck SCTM#: 473889 See/Block/Lot: 106.-1-5 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 6/17/2020 pursuant to which Building Permit No. 44950 dated 7/6/2020 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: singley dwelling with unfinished basement, covered front porch, covered rear porch, screened rear porch with indoor/outdoor fireplace, second floor balcony and attachedag_rage as applied for. The certificate is issued to DiPippo,Philip&Irene of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R-20-0746 8/3/2022 ELECTRICAL CERTIFICATE NO. 44950 6/8/2022 PLUMBERS CERTIFICATION DATED 11/19/2021 ad Piecuc or Signature gHFFUl TOWN OF SOUTHOLD opo coop BUILDING DEPARTMENT cm TOWN CLERK'S OFFICE o,� • oar. 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 #: 44950 Date: 7/6/2020 Permission is hereby granted to: Whyte M P & S P Lvg Trust 509 Avenue D Redondo Beach, CA 902774921 To: construct a new single family dwelling as applied for per SCHD approval. At premises located at: 2240 Ruth Rd, Mattituck SCTM # 473889 Sec/Block/Lot# 106.-1-5 Pursuant to application dated 6/17/2020 and approved by the Building Inspector. To expire on 1/5/2022. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $3,350.40 CO-NEW DWELLING $50.00 otal: $3,400.40 Building Inspector Form No.6 TOWN OF SOUTHOLD JUN 2 9 2020 BUILDING DEPARTP4ENT TOWN HALL WELDING DE PT. 76.5-1802 'a t 1P1`'� '� „ra,. IGEI'I�LICATION FOR CERTIFICATE OF OCCUPANCY This application must be tilled in by typewriter or ink and submitted to the Building Department with the following: A. For nett/building or new use: 1. Filial survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Undcnvriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of I%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9,1957) non-conforming uses, or buildings and "pre-existing"land uses: 1. Accurate survey of property showing all property lir..cs, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the:reasons therefor in writing to the applicant. C. Fees I. Certificate of Occupancy-'New dwelling 55:0.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool.$50.00, Accessory building$50.00, Additions to accessory building$50.00,Businesses 550.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-S.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 Date. —91-Z712�� New Construction: 0[d or Pre-existing Building: _(check one) Location of Property: 11Xz7`rzz alL House No. Street Hamlet Owner or Owners of Property:` &z,eVr J'AL Suffolk County Tax Map No 1000, Section BlockJ!' Lot_ _ Subdivision Filed Map. _Lot: Permit No._ Date of Permit.`_—_, Applicant: _ ` Health Dept.Approval:—JF—­,7-0---.C7 744 Underwriters Approval: Planning Board Approval: RCyuest {or: 'Temporary Certificate: Final Certificate: LJr -- ________ (check one) Fee Submitted: Applicant Signature Building Department Application AUTHORIZATION (Where the Applicant is not the Owner) residing at 2826 AEC6/ViC,B/��/ !//.� (Print property owner's name) (Mailing Address) UQ�L 41Y //94c? do hereby authorize (Agent) to apply on my behalf to the Southold Building Department. v a (Owner'signature) � ate) pal/CLQ D/PI,p�0 1 (Print Owner's Name) t pF SOUryol 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 �Q sean.devlin(aD-town.southold.ny.us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Philip DiPippo Address: 2240 Ruth Rd City:Mattituck st: NY zip: 11952 Building Permit#: 44950 Section: 106 Block: 1 Lot: 5 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Platinum East Elec. License No: 34091 ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1 st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 127 Ceiling Fixtures 2$ Bath Exhaust Fan 6 Service 3 ph Hot Water Gas GFCI Recpt 1$ Wall Fixtures 23 Smoke Detectors Main Panel 20OX2 A/C Condenser 3 Single Recpt Recessed Fixtures 76 Heat Detectors 1 Sub Panel A/C Blower 3 Range Recpt DoublE Ceiling Fan 1 Combo Smoke/CO 10 Transformer 4 UC Lights 64' Dryer Recpt G2S Emergency FixtureTime Clocks Disconnect Switches IJ2 4'LED $ Exit Fixtures 9 Pump Other Equipment: Central Vac , Instant Hot, W/D, DW, Hood, Fridge, Freezer, Double Oven, Car Charg Outlet, Step Lights 2, ERV, 200A Panel 54 Circuits / 52 Used, 200A Panel 54 Circuit/ 37 Used Notes: New Two Story w/ Unfinished Basement Inspector Signature: Date: June 8, 2022 S. Devlin-Cert Electrical Compliance Form - '�Qf SQ(Jlyor® Town Hall Annex Telephone(631)765-1502 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 �yCDU ,�zD C E .,Rpin DEC 0.3 2021 BUILDING DEPARTMENT BUILDING DEPT. TOWN OF SOUTH01M 1"L?4ti ti!OF SOUTHOLD d CERTIFICATION Date: Building PermitNo. C � Owner: (Pleahe print) Plumber: (Please print) F certify that the solder used in the water supply system contains less than 2/10 of 1% lead. r- lumbers Signature) Sworn to before me this_1_ (— day of 20� SUSAN A.RIZZO Notary Public,State of New York 59 Notary Public,� `/� Count in No. Su1blic C __ y Qualified n Suffolk County Commission Expires March 17,T Scott A. Russell 0�-,SU1FQ'r ST01R.I��I WA\T EIK SUPERVISOR �T ( 1 �T � � I��ICA\lam A\G]E��IUEI� SOUTHOLD TOWN HALL-P.O.Box 1179 v' 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of,Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOLES THIS PROdFCT INVOLVE ANY OF THE FOLLOWING: (CHECK ALL THAT APPLY) Yes o ❑ A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑ B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑ D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑ Site preparation within the one-hundred-year f loodplain as depicted on FIRM Map of any watercourse. El❑ F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT: (Property Owner,Design Professional,Agent,Contractor,Other) S•C.T.M. #: 1000 Date: District NAME: CH,�L�?- /�//'9 4 CIG �� —� .� /2 �P,mo Section Block Lot FOR BUILDING DEPARTMENT USE ONLY**** Contact Information rrdronwe N, i Reviewed By: — — — — — — — — — — — — — — — — Date: Property Address / Location of Construction Work: — — — — — — — — — — — - -- _ — — — VO�?4 /,?0.4p Stormwater for eBuilding Permit. Stormwater Manaana gemenmen t Control Plan Not Required. — — — — — — — — — — — — — — — — — _IM,?772V C9 Aly I M7Z ❑ Stormwater Management Control Plan is Required. (Forward to Engineering Department for Review.) FORM " SMCP-TOS MAY 2014 APPLICANT: S.C.T.M.#: 1000 �osu � CHAPTER 236 (Property Owner,Design Professional,Agent,Contractor,Other) o.,v,n /�1 Stormwater Management Control Plan CHECK LIST NAME: /y�Cl�iq�L / C section Block Lot z S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application. 22 Pleue Print ,` Date: 16 * The applicant must provide a Complete Explanation and/or Reason for not providing � w� �' of* all Information that has been Required by the following Checklist! Slo,gnarure Telephone Number. 1. A Site Plan drawn to scale Not Less that 60'to the inch MUSTIf You answered No or NA to any Item, Please Provide Justification Here! YES Paper. you O NA If need additional room for explanations, Please Provide additional Pa show all of the following items: Y P P a. Location& Description of Property Boundaries 0 b. Total Site Acreage. 00 c. Existing-Natural & Man Made Features within 500 L.F. of the Site Boundary as required by§236-17(0)(2). d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. 0 e. Limits of Clearing& Area of Proposed Land Disturbance. 0 f. Existing&Proposed Contours of the Site (Minimum 2'Intervals) g. Location of all existing&proposed structures, roads, l II driveways, sidewalks,drainage improvements &utilities. h. Spot Grades& Finish Floor Elevations for all existing& proposed structures. I. Location of proposed Swimming Pool and discharge ring. 0 j. Location of proposed Soil Stockpile Area(s). k. Location of proposed Construction Entrance/Staging Area(s). 1. Location of proposed concrete washout area(s). 0 M. Location of all proposed erosion&sediment control measures. 0� 2. Stormwater Management Control Plan must include Calculations showing that the Stormwater improvements are sized to capture,store,and infiltrate on-site the run-off from all impervious surfaces generated by a two(21 inch 00 rainfall/storm event. 3. Details&Sectional Drawings for Stormwater practices are required for approval. Items requiring details shall include but not be limited to: a. Erosion&Sediment Controls. 0 b. Construction Entrance&Site Access. c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) 00 d. Leaching Structures (e.g.infiltration basins,swales,etc.) **** FOR ENGINEERING DEPARTMENT USE ONLY**** Additional Information is Required. I Reviewed & Stormwater Management Control Plan is Not Complete. Approved By: - — — — — — — — — — — — — — — — - - Stormwater Management Control Plan is Complete. `Date: I SMCP has been approved by the Engineering Department. FORM * SWCP Check List-TOS MAY 2014 pE SOUTh� ��y00UfVi'1,�� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ 0UNDATION 1 ST [ ] ROUGH PLEIG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: 4 J DATE I INSPECTOR { 6 SOF SOUTyO * # TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 --1 N,SPEC ION [XFODATION 1 ST [ ROUGH PLBG.' N✓ 60011b DATION 2ND [ ] .INSULATION/CAULKING [ ING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY " [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: :p&yy\61% —t J ® 7O5qLa�A,� W - _ DATE 3f ll [Wkf INSPECTOR �F SOUly06 L-1 1-1 1) 50 # TOWN OF SOUTHOLD BUILDING DEPT. �o • �o `ycourrnN 765-1-802 . INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH-PLBG. . [.. ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY- [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ]' ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: S_ 6 �i DATE 7 INSPECTOR laf so mt� K, m4wu _ TOWN'OF SOUTHOLD BUILDING DEPT.- coum, 765-1802 INS PEC ION [ ] FOUNDATION 1ST [ ROUGH PL13G. - [ ] FOUNDATION 2ND [ . ] INSULATIOWCAUL"KING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY-INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] -ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: DATE w ?1,U INSPECTOR ho���F SOUlyO� u e SV V a`.ur—r-f-f 1p # # TOWN OF SOUTHOLD BUILDING DEPT. �`ycourm ' 765-1802 INSPECTION [ ] FOUNDATION 1ST. [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ]' FIREPLACE & CHIMNEY- [ ] FIRE-SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ]' FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) ] CODE VIOLATION [ ] PRE C/O REMARKS: 1rC vJz DATE - S Z 2 INSPECTOR ' U1 OF SOUI�o # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION = [ ] FOUNDATION 1ST [ ] UGH 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 REMARKS: _ In[ ,, rfill/ **btAf - wa," nn . on 4 ..DATE INSPECTOR . 1 OE S0(/T,��! � o TOWN OF SOUTHOLD BUILDING DEPT,. " 765-1802 INSPECTION ] -FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND . [- rSLATIOWCAULKING`U -FRAMING/STRAPPING [ NAL NTD FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT'CONSTRUCTION [ ] FIRE RESISTANT PENETRATION- [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O .-REMARKS: Ot a vas �S n3p G DATE INSPECTOR - Lu o�NOF SOGTHp 199570 ?-a.-2, ( 0 �vlA — f # .TOWN OF SOUTHOLD BUILDING DEPT. courm,��'' 765-1802 INSPECTION ,. [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ .] -FOUNDATION 2ND [ ] -INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ = ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ]:. ELECTRICAL (ROUGH) NA ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: Cs 1 Hb V 5- combo 0 . �✓I d 4--06moo f-P � .yU4 111. CAA 4 com Ov, . J. L) DATE Z2 INSPECTOR laF 50Ujyo # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 1 NSPECTION [ ] FOUNDATION 1ST ( ] -ROUGH PL13G. [ ] FOUNDATION 2ND- [ ] I UL O' AULKING [ ] FRAMING/STRAPPING [ FINA [ ] FIREPLACE& CHIMNEY { ] FIRE.SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O .REMARKS: r 09.4 T V797a rok 9E,r�g� 'cucrieze-OL DATE 1 ?�'Y'� INSPECTOR �o�aoe so�,yolo L4 q q SCS ti2q 0 R �-� - # TOWN OF SOUTHOLD BUILDING DEPT. `y�ouxn ' 765-1802 I=NSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ `] :FIREPLACE & CHIMNEY f ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: DATE (e L&A 2, INSPECTOR L1c� Building Envelope and Duct Tightness Report 2018 IECC as amended by the 2020 New York State Supplement,sections 402,4.1,2 and 463.3.4 Address of Test 2240 Ruth Road,Mak ITY 119$2. Test Date 11/12/2021. Building Permit#: 99950 rb I L compliance Pathway Performance Test Completed by : Christopher Silvia NOV 2 2 2021 RESNET Rafter ID# 4150294 Home Energy Solutio - NATE ID# 187 East Main Street BUiLU.- •.:E ICC ID# TOWN OF otjU'tPiC1r_t� Huntington,NY-11743 BPI# 631-673-0664 Buildiny-Envelope Tightness Volume Calculation : Check if: Floor Area Volume ❑Conditioned Basement Basement 0 ❑Conditioned Crawl Space 1St 2162 21620 Sealed Attic 2nd 2032 20320 "The conditioned floor area of dwelling is calculated in 3�d 0 accordance with ANSI 2765,except that conditioned floor Attic 18664 nc es areas where the ceiling height is less than 5 Total Volume 60604 tt' CFM @50 pa 1808 Air changes/hr@5a 1.79 Code Compliance: Pass . Duct Tightness: Post Construction Test-Total buct Leakage System-1: 1st Floor Duct Location Basement Floor Area 1723 Leakage CFM @ 25pa 66 CFM/100 ft'CFA 3.83 Code Compliance: Pass System-2: Master Suite I Duct Location Basement i Floor Area 439 Leakage CFM @ 25pa 17 CFM/100 ftZ CFA 3.87 Code Compliance: Pass System-3: Within Condition Space Duct Location Conditioned Space Floor Area Leakage CFM @ 25pa N/A -CFM/100 ftZ CFA N/A Code Compliance: Exem t r i All building envelope tightiness testing has been verified using instruments-and procedures specified In ASTM E1827 as required by 2618 IECC as amended by the 2020 New York State Supplement,section 402.4.1.2.The building duct and plenum system has been verified as required by the 2018 IECC as amended by 2020 New York State Supplement,Section 4033.4. i I Signature: Date: 11/12/2021 Christop er Silvia,home Energy Solutions K` sp !n 5' Sent from my Whone ATTENTION: This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. z �k j r ' � ra;,, a �z S Vy �.• s may,.. ,��. { R�a 3 r` ' � 3 S 6 jyY Z ;i ,y N14., �# - i, a p• t _ Fes, - F ' r t r-q a rt a q Y � � �kip, 4 ib ISOkc •�_ �,,� ,,�, ,, parr 4� 61 WWI_ � . ✓ jiffy 1 '�Ni��Mll �?y r "on fN MIN v Yk his�4 ■�y .. �e .� .�� � ,pp�} � y�� aF�iS � S y�f 4� y'i i �1 �'`•4'� �F;������Y, Al WIMT WII too T R ' k •��� l��c Y� �e., g ati k � f a +' # a marp� puT¢^ e'�*r ' a S Al �,•"': I� `;a 9�t �� r ,,L� t��;`f J�`' �' + pd .i , +. .� •+ `i' .W .T ,p Ker i -'� °,� � . r ,1171'1• � N"�y,,� .' F� �_ Ot +Ct4 *+_ �e*y '-•:;fir. t�. ��t ��i�• �:e'� � �t _�a�j��"��� �_ g�'f a a` t t �"3t a ��.� � •;; 4 t. f lip .•i �... � '� 5L, _ ..fig^,���,'► }k 8 �+w, �N k. � f ;y �1� ��. a; �' ?t� r �. t• ,.�'Y� ,,14 �q .y�'+� �y.. .fi 3: � �{�',' #i '�st r��;���v,�k _� � �� 4ry,. "� ��` �Y.��" fit_-. SYMF 11 .k_ '` t"�1' ",. •. �_� �{��t 1 F,�',kL',(r`f: } 6 ( 'I��+q;t•"R,' i e At '` F 'N°' � dFA�` � +� of a, «• Y'k P<k ; 201 -0 -W, , i 17 1 1 • � eCOMMENTS - FOUNDATION(IST) • 1• 1 • _ �I�Yi�U.�L.��� 1L.1.i■I'JS�.�Y ' FOUNDATION (21 I PLUMBING INSULATION PER N..Y. STATE ENERGY • 1 imj AAM Folk w^ 11 e o l r' MOM //l''!mss'_♦ / ��1L ._ • • ` • _g i►i ME - A - i TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL:(631)765-1802 Planning Board approval FARC: (631)765-95021) Survey 65-9502 --47 Survey Southoldtownny.gov PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined—,A / 20 Single&Separate Truss Identification Form Storm-Water Assessment Form 1 Contact: Approved 120 Mail to:.A&9A& ACM—CPA" L eT Disapproved a/c .�v Q)e 1047 LVZV4 M, IIP-71 Phone: Expiration '120 I Building I for APP FOR B LDING RMIT y Date /z 120 �` d JUN 17 2020 INSTRUCTIONS a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,,accuraterplot plan.to scale.Fee according to schedule. b.Plotplari'shI I location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas;�rid,waterWays' ` c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant.Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the pen nit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Pen-nit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) (Mailing address of applicant) State whether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder Name of owner of premises � /,0 J"iI �/^99e (As on the tax roll or latest deed) If applicant is a corporation,signature of duly authorized officer (Name and title of corporate officer) Builders License No. rAw Plumbers License No. Electricians License No. Other Trade's License No._ �/3 1. Location of land on which proposed work will be done: 22410 /2 0 U7V &V0.44 :rte= =h Street Hamlet VA C. L or County Tax Map No. 1000 Section Ze 46 Block / Lot r Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy V44 Ci;LN,7' d b. Intended use and occupancy CM16 MwL Lf 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units OWAM", Number of dwelling units on each floor ON/ If garage, number of cars 6. If business,commercial or mixed occupancy,specify nature and extent of each type of use. A//� 7. Dimensions of existing structures,if any:Front A11A Rear Depth Height Number of Stories j�GUO � Dimensions of same structure with alterations or additions: Front 7v,,4 Rear Depth Height Number of Stories 8. Dimensions of entire new construction:Front a 8 Rear GS 7 Depth 8 Height Number of Stories U / ) 9. Size of lot:Front � /S/ Rear OQ>oDepth 5 q s f 192,17` 0✓ 10.Date of Purchase Name of Former Owner 1 I.Zone or use district in which premises are situated R- O'p Q / 12.Does proposed construction violate any zoning law,ordinance or regulation?YES NO L/ 13.Will lot be re-graded?YES 1 O Will excess fill be removed from premises?YES NOv PIW/. 1'eW NO 286 P/_r owe my1feA 14.Names of Owner of premises Address ` .V_4Z /VY Phone No. 941- 79�� Name of Architect G C &14P7 Z Address Q , de 9a3 Phone No 1:F/ 7 /8$ Name of Contractor Address Phone No. 15 a.Is this property within-100 feet of a tidal wetland or a freshwater wetland? *YES NO *IF YES,SOUTHOLD TOWN TRUSTEES&D.E.C.PERMITS MAY BPINQUIRED. b.Is this property within 300 feet of a tidal wetland?*YES NO �/ *IF YES,D.E.C.PERMITS MAY BE REQUIRED. 16.Provide survey,to scale,with accurate foundation plan and distances to property lines. 17.If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18.Are there any covenants and restrictions with respect to this property? *YES NO 41su *IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY 0135 HI C ,46Z A AUNACK being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the A G /Wr (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 knowledge and belief,and that the work will be performed in the manner set forth in the application filed therewith. Swo to before me this day of 202-0 1Z,'4' ��4' Notary Pub ' Signature of Applicant DAVID J.JANNU771 NOTARY PUBLIC,STATE OF NEW YORK Registration No.02JA6052686 Qualified in Suffolk County Commission Expires February 13, L �o��gOFFO1�coGy BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD Gy • �� Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 Telephone (631) 765-1802-FAX(631)765-9502 Temporary Certificate # B Date �)L-5 " 2021 Customer Name Electrician Name Address Phone 2v1/06— e-mail I J!6, e-mail i , C� Phone - — License# E Size A Phase .Overhead Underground _ #of Meters Remarks #of Underground Laterals 1 2 New "H" Frame or Pole H P Fire Reconnect Was work done on Service? Y/N 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 verif' tion is valid for a s +_above. Authorized by �sufFp[� BUILDING DEPARTMENT- Electrical Inspector CpG TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 o ® Southold, New York 11971-0959 p� Telephone (631) 765-1802 - FAX (631) 765-9502 roger.richert(cD-town.southold.ny.us APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: 0771 Date: had-n?b�r Company Name: -- ,,, — 666-c o t . Name: License No.: ,/yl L , 3 YD I email: Q a i/i1v r e-QSi.2 Address: 3 - lU _ �eD 10✓-IWO( D /J44- ' 57 O Phone No.: &S- - JOB SITE INFORMATION: (All Information Required) Name: j ► �(' ��SIJ�(=SLG- 1 k_ Address: vt52 va 9U iL Tl ruck Cross Street: Phone No.: 67 I -`7 Ls A Y 2`f Bldg.Permit#: yyq-;o email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) �S�l 9200 SG2 Ff w/ yrJ d ,a Circle All That Apply: Is job ready for inspection?: YES / O0� Rough In Final Do you need a Temp Certificate?: YES f NO Issued On / erAaeCt Temp Information: (All information required) Service Size 1 P 3 Ph Size: __Y60 A # Meters Old Meter# New Service - Fire connect- Flood Reconnect- Service Reconnected - Underground - Overhead # Underground Laterals(Il 2 Frame ole Work done on Service? Y N Additional Information: .2l 2cTh n Atp" A�41 ��Lc PAYMENT DUE WITH APPLICATION Request for Inspection FormAs �� �-off :BUILDING DEPARTMENT- Electrical Inspector �O C TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0050 p Telephone (631) 765-1802 - FAX (631) 765-9502 l =- roger.riche rttown.south old.n .us' APPLICATION FOR ELECTRICAL INSPECTION EQUESTED BY: e, Date.. Company Name: L v CCe C Name: MC, .3 YO I. email: s License'-Vo;.:, . . Address: , 3 _ �— ,� vv.�(D iLJ �J7 Phone No:: �S JOB. SITE .1:' F.ORMATION: (All Information Required). Name: �. �: D. ��S!/)C-�LG— Address:. 7r Tvc lC is Cross Street'...:> Phone-No.:. " : `7 :- �02 Y I BId .Permit:#: . ... email:.. . g Tax.Map.District: 1000 Section Block: t- B'R1EF-.DESCRIPTION:OF-W K (.Please�Print Clearly) yOo. 5`�2 F�- c,�i Y&-d se2vIC Circle All That Apply: _ .. :. is jab ready for inspection?:, .: .: . . ;:^ YES / O . Rough In Final Do you need a',Temp Certificate?'. YES NO Issued On '0'r"Md 2_q"2 Temp information: (All information required) Service Size 1 P 3 Ph Sizer 6 D A #Meters / old-M New Service- Fire onnect- Flood Reconnect- Service Reconnected Underground -Overhead # Ur derground.Laterals 1 2 Frame ole Work done on Service? Y N Additional Information: PAYMENT'DUE WITH APPLICATION r; Request for Inspection FormAs u+r 0z )1N ' 177 7� �1 �1�"1�Y1kN11� l�ill'� UNu�R�fu� li �' I �< i 0n � u�L 2y � I� 3 c� ,.�,fe Gvonl 2� p sN 82 /+GfI� � A�N��� 1 u 37 C aMVJa )ow o '�sfc�e aT Mb„Jf v � a�✓I,o skli � Ie.�EI 5�ilrO&ra ,a c ➢oar -�a Usn� u-MisCr'�h co�n,�A � � M} nlJr� N qpaE�r -P � S�po�mY-' oma 4T-cv%,A wo/ar FREDERICK _ �41 EAST MAPLE ROA®. GREENLAWN, NY 11'140 52 NOYACK PATH. WATER MILL. NY 11914 ROBERT . f'weberarchitect*gahoo.com 631 154-5555 ARCEMCT Nluc)lQC,VX(A L,0 T'�V�ck— fO lPao N I • u 1 \ pF SO(/T�QI Town Ha11'Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G • Southold,NY 11971-0959 �Q a �yc4UNT1,� BUILDING DEPARTMENT April 15, 2022 TOWN OF SOUTHOLD DiPippo, Philip 2240 Ruth Rd Mattituck, NY 11952 � p" RE: Required heat detection device in lower garage. �,�TO WHOM IT MAY CONCERN: The items marked below are required to obtain your Certificate of Occupanc X Electrical Underwriters Certificate. Plac .d�fF (( ��d1 4 Final Survey with Health Department Approval. Plumbers Solder - Certificate-Gr-Trustees Certificate of Compliance. (Town Trustees # 766-1892) Final Planning Board Approval. (Planning # 765-1938) Final Fire Inspection from Fire Marshall. (631-765-1802) Final Landmark Preservation approval. Final Elevation Certificate required. Final Storm Water Runoff Approval from Town Engineer Spray Foam Insulation certification from a NYS licensed architect or Engineer BUILDING PERMIT: 44950-Z Single Family Dwelling pF SOUryol 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G • Q Southold,NY 11971-0959 �lyC4UNi`I,� BUILDING DEPARTMENT TOWN OF SOUTHOLD July 8, 2022 Philip DiPippo 2240 Ruth Road Mattituck, New York 11952 RE: Suffolk County Tax Map Number 1000-106-1-5, 2240 Ruth Road, Mattituck TO WHOM IT CONCERN: The items marked below are required to obtain your Certificate of Occupancy Chapter 236, Soil stabilization required. Underwriters Certificate. X . Final Health Department survey. Plumbers Solder Certificate or Pex Affidavit oL� Trustees Certificate of Compliance. (Town Trustees #765-1892) Final Planning Board Approval. (Planning # 765-1938) Final Fire Inspection from Fire Marshall. (631-765-1802) Storm Shutters required for all glazing Energy Test Results and Manuals J & S are required. Final elevation certificate from surveyor. Spray Foam Insulation Certification from a NYS licensed architect or Engineer BUILDING PERMIT: 44950-Z New Dwelling REVISIONS: SITE DATA: SCTM # 1000-106-1-5 DESCRIPTION: AREA LOT COVERAGE: EXCAVATE: FILL: PROPERTY: 227,851 SQ.FT. 5.231 acres , HODA NON-BUILDABLE PROPERTY: 54,776 SQ.FT. BUILDABLE PROPERTY: 173,075 SQ. FT. Q A D ESTIMATED AREA OF 60,000 SQ. FT. GROUND DISTURBANCE: LOT AREA: 227,851 SQ FT (5.231 ACRES PROPERTY FILL: - 12000 CY ELEVATIONS HERE ON REFER TO NAVID 1988 ZONING: R-80 METES AND BOUNDS BY: TEINFORK LAND SURVEYING 0 3 PROPOSED HOUSE: 3,623.3 SQ. FT. 2.09% 700 CY 800 CY Lu SURVEYED: FEBRUARY 23,2020 0 r PROPOSED SCREENED PORCH 3083SQ.FT. 0.18% 16 CY 15 CY N 07 PROPOSED NORTH PORCH: 1,092.7 SQ. FT. 0.63% 40 CY 50 CY PROPOSED SOUTH PORCH: 160.7 SQ. FT. 0.09% 10 CY 10 CY PROPOSED WEST DECK: 117.8 SQ.FT 0.07% 5 CY 5 CY Q PROPOSED STOOP: 23.0 SQ.FT. 0.01% 1 CY 1 CY W PROPOSED POOL: 800.0 SQ. FT. 0.46% 40 CY 60 CY 3 STORM DWATER MANAGEMENTFF I � DRYWELLS DRYWELL LNDA LOCATION: AREA: AT 2"PER HR.: DRYWELLS INSTALL: CAPACITY: PROPSED SEPTIC SYSTEM: PER SCHDS APPROVAL - 50 CY 25 CY HOUSE 5,100 SQ.FT. 852.0 CU.FT. 8'dia.,22 V.F. (4)8'dia.,6'deep 1014 CU.FT. Q lj PROPOSED DRYWELLS: (4)8X6, (2)10X12,(2) 10X6,(1)8X4 75 CY 50 CY O 3 A DRIVEWAY 14,000 SQ.FT. 2338 CU.FT. 10'dia.,36 V.F. (2)10'dia,12'deep 2457 CU FT N �- D (2)10'dia.,6 deep � POOL 800 SQ.FT. 8'dia.4'deep 169 CU.FT, 169 CU.FT. O TOTAL: 6,125.6 SQ.FT. 3.53% 937 CY 13016 CY 0MEETS&BOUNDS BY: TWIN FORKS LAND SURVEYING SURVEY DATE: 3/24/2020 SINGLE BEAD HALF ROUND GUTTER 0 NOTES: STANDARD 511 O /f 1).EXECUTION: '�'�'O` ' A).DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. V O ""'S N }..� 2).PREPARATION: A).CLEAN SURFACE THOROUGHLY PRIOR TO INSTALLATION. � �'� ✓ �' O C / B).PREPARE SURFACES USING METHODS RECOMMENDED BY THE MANUFACTURE FOR A ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS. \V\!\ 9/ /'Z�/1 '�} � C).PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR r �V1 L METALS WITH PROTECTIVE BACKING PAINT. OI: 1,a7 2S'I 3.INSTALLATION: -^ A).PERFORM WORK IN ACCORDANCE WITH CDA HANDBOOK AND THE DRAWINGS. V, 1).GUTTER TO BE PITCHED TOWARDS LEADER 1"TO 2"FOR EVERY 40'OF RUN. W 2).SHEET METAL JOIN LENGTHS WITH WATERTIGHT JOINTS. ,. a).COPPER/LEAD:FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND ¢ ACCESSORIES. 3 8).ALUMINUM:RIVET AND CAULK WITH A BUTYL SEALANT SLIP JOINT CONNECTORS. W r? , L N 3).CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED,SEAL CONNECTION WATERTIGHT. DRY WELLS TO BE 10'MIN. 4).PROTECTION: O 0 A).PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROJECT. O B).TOUCH-UP,REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL COMPLETION. 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TRApE EL!N97.6 INV. \ \ I \ EL: 97.5 \ \ \ \ \ I r _ _ - _ EL:97.4 90 o 4 O 2000 gal.SEPTIC TANK �, � •;•�'. ••. - - - - - •• \ I I / \\ \ \ \I 1 1 1 \ \ 1^� I I C \ l 1 1 \ 1 \ Q0 \ l\ \ \ I I \\ \ \ \ I I I N\ \ \I 1 \ \ \ \ p< 3'CLEAN 3'CLEAN SAND COLLAR : . :..'SAND COLLAR LEACHING POOL 1771 GROUND WATER \\ \ \ \ \\ \ \ \ �\ ` // // \ 6 *REFER TO NOTES FROM SCHDS RESIDENTIAL STANDARDS TABLE 1, \ 1 \ \ J\ \\ �\ \ J\ \ \ \� MINIMUM SEPERATION DISTANCE TO SEWAGE DISPOSAL SYSTEM \ \ \ \ Q\ \ \ O\ MINIMUM HORIZONTAL SEPTIC TANK OR LEACHING STRUCTURE SEWER / \ ^\ \ f\ \ \ \ \ ,� \ \�\ \ /' \ \\ \ ( SEPERATION: MANHOLE: (INC.EXPANSION): LINE: / \\ \Y�1 \\ Q\\ \ \\ \\O\ O0\ BUILDING w/BASEMENT: 10 FT. 10 FT. 5 FT. \\V 1 \` \ \\ \ \ \\ \.,V\\ \\ \ ` ' A \ \ \ \ o \ \ ON SLAB: 5 FT. 10 FT. 5 FT, `'6`\ 11 �\ \ \ \ \\ \\ \Q\ - - - BUILDING PORCHES,DECKS,CANTILEVERS,etc,: 5 FT. 5 FT. 5 FT, •WATER SERVICE LINE: 10 FT. to FT. 10 FT. ACCESS COVER UNDERGROUND UTILITIES: 5 FT, 5 FT. 5 FT. FINISHED GRADE \\ \ \ \ \ \ \ \ / / / / / / 01 SETB CK •SURFACE WATERS: 'I5 FT. 100 FT. 50 FT, \ \ \ \ \ \\ / / / / IRO OM BL O •PUBLIC WATER WELL: 200 FT, 200 FT. 50 FT, I � I FENCE PRIVATE WELL: 75 FT, 100/ 150 FT, 50 FT, SETS - ��.-..-...-, -,.- - - - A \ \ - - •ROAD STORM DRAINS,BTORMWATER 20 Ft- 20 FT. 10 FT. FLOW v 1 20 IBI UCC RECHARGE BASINS: 4"dia. PVC FR i`[� POOL 172.7'RETAINING WALL 4"CAST IRON PIPING TO @ 1/4"PITCH ~ •ON-SITE DRYWELLS/DRAINAGE STRUCTURES: 10 FT, 10 FT. 10 FT. EXTEND 2 FT.MIN. INTO 9 EQUIPMENT FOUNDATION WALL •CATCH BASINS(NON-LEACHING),DRAIN PIPE: 5 FT. 10 FT, 5 FT, i SOIL 1 \1 I 3�3O 1'► CAST IRON /� ` 1�- G� LEACHING POOL: 8 FT, 8 FT, 5 FT. TRAP 109 - 20'X40' POOL p \L CATION , N �� •SEPTIC TANK,PUMP STATION,MANHOLE: 5 FT. 8 FT. 5 FT. I N STALL ALO N G i ' 401 GRADE 99.0' TYPICAL HOUSE TRAP DETAIL RETAINING WALL - \ PROPERTY LINES: 5 FT. 5 FT. 5 FT, SWIMMING POOL: 20 FT, 20 FT. 5 FT. NTS LOCATION / / / -27.3' R \ 1 •RETAINING WALL(WATERPROOF): 10 FT, 10 FT, 5 FT. -" - �' \ FUEL STORAGE TANKS BELOW GRADE) 10 FT, 10 FT, 10 FT, 02 ' / I 32'0' �l [1 15.4' ) ) /,1,\ O) PATIO ---------- I BLUFFS: 65 FT, 65 FT. 65 FT. I / 8X4 Q)• - ' ..\ I D\XI 1 �� � � � � � � � � � � PORCH ��� � � �� � � � � � p / - {/DW\I I �O \ _ 7.0 .JJ_I_LJ.I.LIJ_ll; ,LI_IJJILLI_IJ , \ �( . 22.5' \\ ? ''`h � o �0 21.0' � � V1 I I �O ^ ¢ `��' SCREENED 15.0' 15.5' •0 22. I Q I I I J I \ J PORCH 0 ' I f ` - O Cn I 0 O \ �`+ EXPANSION \ I' Q \\ m POOL I I CLEANOUT l ' 1 Z 14.2' 34.0' �$ o O _ �s.3 _ rn PROPOSED 2 STY HOUSE 5.5' v, I � U �� FF 102.0' HAY BALE OR SILT FENCING _ B'dia 16'deep �� 2000 gal - 5.5'►� _ I a 0,1- I � LEACHING SEPTIC /8'X6\ EL.62.0 - - - - - TANK ► DARK BROWN LOAM LIMITS OF CLEARING TO BE ` POOL b�' � o o DW 0.5' I - - - o.s' OL NO MORE THAN 20' FROM �� Q) 20.1 T I Q ---�-----------�------ \ 0 15.7 cv 1 PROPOSED WORK AS \ , ' o tea' o PORCH o INDICATED ON SITE PLAN \\\ \\ `\ GRADE 99.8' ' S61 `° `° it UG %: 1 1 \\ \ \ \ /8X61\ 4�' ^ V '0'S I Z 1 \ \ \ \ I DWI '0o UQo°' GR DE 99.8' I 1 CIO I\\ \ \\ ►/8'X6 I Q S w 1 II \ \ \ 59.2' DW . V ^• �n N 1 M M u \ \ 2.6 RETAINING WALL 2 10'X12'DW w/ I a` t\ +•' CATCH BASIN 1 x .-. S 1 M � a� Or X o ® I 1 I � � ru � RUSHED STONE I m m BROWN SILTY SAND \ I 1 1 I I I CONCR TE\I DRIVEWAY I 01\ U m SM O \ \\ \ 1 1 ) `� \ / I 00 v `� 4 \ 1 L� w rn \\ \ \ \ ` \ \� \ / I N oW � MA 1 / I R I �•� b /1 ! I I I �"` GRA E 99.8' I cn /N f-- /Cb I 1 rh 1 1 1 - - - I w �0 I /I r W M "t7 96 ��� I I 90\ ..1 ...� O /1 1 1 1� 1 1 ! IQ01 ! � �� � � � ► I OL 1 ► I 1 I I l l 1 � ! 1 1 � � �.� �� ..�� I � I PFINE SAND / / I / 1 -- _ 9-1 SP 1 I I , 1� / I _ � � rn 1 I I I I ( 101 1 / j (NO WATER ENCOUNTERED) ! / 1 - ---CN Co _ I 84 TEST HOLE DATA BY: 1 ! I / l I I I / / it 1w 1 /' 82 McDONALD GEOSCIENCE I ! 1 CATCH / / 4/27/2020 / ! I I I / / 1 1 / 00 /I BASIN DRAWN: MH/MS 1�l' I[fsrJi SCALE: l I l I I I I / / I / / / / I I „�. ��' '�• �, + JOB#: 6/11/2020 SHEET NUMBER: TEST HOLE PARTIAL SITE PLAN SCALE: 1" = 20'-0" S-1 a REVISIONS: SITE DATA: SCTM # 1000-106-1-5 DESCRIPTION: AREA LOT COVERAGE: EXCAVATE: FILL: PROPERTY: 227,851 SQ. FT. 5.231 acres HODA NON-BUILDABLE PROPERTY: 54,776 SQ.FT. BUILDABLE PROPERTY: 173,075 SQ. FT. Q A ESTIMATED AREA OF 60,000 SQ. FT. GROUND DISTURBANCE: LOT AREA: 227,851 SQ FT (5.231 ACRES PROPERTY FILL: - - 12000 CY ELEVATIONS HERE ON REFER TO NAVID 1988 ZONING: R-80 Q PROPOSED HOUSE: 3,1123.3 SQ.FT. 2.09% 700 CY 800 CY METES AND BOUNDS BY: TEINFORK LAND SURVEYING 0 LLJ SURVEYED: FEBRUARY 23,2020 0 1- PROPOSED PROPOSED SCREENED PORCH 308.1SQ.FT. 0.18% 16 CY 15 CY N N PROPOSED NORTH PORCH: 1,092.7 SQ. FT. 0,63% 40 CY 50 CY �� „'; �� Fw 3 PROPOSED SOUTH PORCH: 1110.7 SQ.FT. 0.09% 10 CY 10 CY PROPOSED WEST DECK: 117.8 SQ.FT 0.07% 5 CY 5 CY Q W PROPOSED STOOP: 23.0 SQ. FT. 0.01 % 1 CY 1 CY ti PROPOSED POOL: 890.0 SQ. FT. 0.46% 40 CY 60 CY STORM WATER MANAGEMENT 1 � � o DRYWELL Ll LOCATION: AREA: AT 2"PER HR.: DRYWELLS INSTALL: CAPACITY:PROPSED SEPTIC SYSTEM: PER S(:HDS APPROVAL - 50 CY 25 CY D w A HOUSE 5,100 SQ.FT. 852.0 CU.FT. 8'dia.,22 V.F. (4)8'dfa.,6'deep 1014 CU.FT. Q Q PROPOSED DRYWELLS: (4)8X6, (2)'IOX12, (2) 10X6,(1)8X4 75 CY 50 CY OA DRIVEWAY 14,000 SQ.FT. 2338 CU.FT. 10'dia.,36 V.F. (2)IO'dia.,12'deep 2457 CU FT N D (2)10 d a.,6'deep M � O POOL 800 SQ,FT. 8'dia.4'deep 169 CU.FT. 169 CU.FT, �1 TOTAL: 6,125.6 SQ. FT. 3.53% 937 CY 13016 CY MEETS&BOUNDS BY: TWIN FORKS LAND SURVEYING SURVEY DATE: 3/24/2020 LY W V SINGLE BEAD HALF ROUND GUTTER NOTES: STANDARD 5" O 1).EXECUTION: A).DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. 2).PREPARATION: f O 3 jam_ L A).CLEAN SURFACE THOROUGHLY PRIOR TO INSTALLATION. '�! 6).PREPARE SURFACES USING METHODS RECOMMENDED BY THE MANUFACTURE FOR 19 1 N J,�N, 1 ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS. \\1 a 9 ��^�TTT '� C).PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR METALS WITH PROTECTIVE BACKING PAINT. 9 �/ ^� 3.INSTALLATION: _^ fO / A).PERFORM WORK IN ACCORDANCE WITH CDA HANDBOOK AND THE DRAWINGS. V J !• 1).GUTTER TO BE PITCHED TOWARDS LEADER 1"TO 2"FOR EVERY 40'OF RUN. W 2).SHEET METAL JOIN LENGTHS WITH WATERTIGHT JOINTS. , a).COPPER/LEAD:FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND 3 ACCESSORIES. B).ALUMINUM:RNET AND CAULK WITH A BUTYL SEALANTSUP JOINT CONNECTORS. 3).CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED.SEAL CONNECTION WATERTIGHT, DRY WELLS TO BE 10'MIN. 4).PROTECTION: O O A).PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROJECT. 6).TOUCH-UP,REPAIR OR REPLACE DAMAGED PRODUCTS BEFOR_SUBSTANTIAL F O COMPLETION. 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Al\/'i `\ `\• �\ �I r < / i � I ` • i -- `. ^• xzC a" y\ \ \ ♦ 1 1 \ I / / , / 1 —\�_ __ _. iL a-�-r+-r-r--r ' I— !— /"•: 1• Yy_ .= �-^-^ \ �1 al OI t i i 11 1 1 N CJ + I 1 O'V V1 T ♦\ —~� 1 1 1 1 1/ r r / —1 --- 9�-1 0 ♦m , i n r `\ V , O , 1 1 r 1 t I 1 t CC 1 Wim_ ♦ ,\ �`\ `\� \ ``I CI' 1 1 ♦ 1 t I 11 1 I I 1 1 I ,�i,l w a1i Ut �, , G! C 1 1 1 1 1 1 N lel lit I I I 1 I 1 Q 1 1 1 1 1 '3 _ ♦ 6`♦ I I 1 ♦ N Ila O I W PROPOSED 2"COPPER WATER LINE , (V \ \ , I , �1 1 1 i I 1 I r r 1 ^ bo �` PROPOSED 2"COPPER WATER LINE I 1 f 1 nl I 1 1 1 -_ - ---- b • _1--- ` `I 1\ I 1 I \11 1 1 1 IA 1 1 1 1 _.{_- I , 1 1 1 1 1 ` 1 11 O S220201 0" E 1 I --- Io WIDE PATH STONE DRIVEWAY ------------------------- ------------�\ ----- Z1 m 4 1184.93' 031 OX01N 00 RIGHT OF WAY o� u- \Y LU >- / \ Zl / IMPROVED (PUBLIC WATER) "L- -� S 22°2040' E 153.12 q) 4 1000-106-1-21.1 01I-- U ' AMALIA ROMBOTIS .3 m u- O� 40 z LAND NOW OR FORMERLY OF AS PER L. 5179 P. 193 C) 3 � ELECTRIC EASEMENT0 u- W - 0 4�U RIGHT OF WAYS & 10' WIDE Q (P w Q 0 � o4 z 831 wO� p.., x v o0 _ Su 199 o o I,A��� � �o : 16 2 0 d" 03 m ,41 N K 1bD Sr d N v O `4 7- S 1f cMn m O CLOO I U SITE PLAN F'.—71`7 ^a elE x SCALE: 1" = 40'-0" u m J:1 ` ;:LINDA RO v D 6.:..hi Si s� � F 'l -, k'dt, 'z,^i,:i l Or f4d"1,1111.VAT `� i- - ____ __ -� un Os �.inq�f!1eo far Cq.i� ,4 Fv r Ip,f.-D oq yo) �.(� � r:+.�r4t.I•:�4a�ai f'es:: 5.�..,•MCTr+.` �k�e,-^::..3: a:.SJ 1 O -a LOT AREA: 227,851 SQ FT (5.231 ACRES V ELEVATIONS HERE ON REFER TO NAVID 1988 I m ZONING: R-80 ham! METES AND BOUNDS BY: TEINFORK LAND SURVEYING x SURVEYED: FEBRUARY 23,2020 A'•1fff _. RHO A R Ti Y za e k �:'1� N f ' "''t �', o � , , aG: A ?" 1 D r ' e~""t^-^•'"' ` DRAWN: MH!MS SCALE: ' JOB#: 5/26/2020 SHEET NUMBER: SCTM 1000-106-1 -5 S- 1 r Z. REVISIONS: 1 `v j 1132 .17' ! !06' O 2A O :2 to O C 1 `__ -�'^ I I -�' � I/ \ \ \ � �'\ N ♦ ,�'� / ♦ / �+ I l ) ( 1 ♦' ♦ / �' ,♦ ��/ ( ( I I 1 1 I ' 1 1 1 1 1 t 1 I I 1W C3 \\ cc) ♦' b♦♦ J/ ,'� / �I I I 1 I I 1 1 /- I /♦ N > \ I- - t.+ �r- �. ♦ Oil ♦ ------- A4 1 I 1 1 _ 1 - __. I c\, / \ n o ooC �., - �j�.'' 1 I 1 I I t t 1 1 1 1 t t 1 1 t ►� ,- �, ,, -;,, ,�_____-- _ ; I ; ' ; I ; t i 1 1 t I m v SITE DATA: SCTM # 1000-106-1-5 135.2'R TAINING I 11 I I 1 1 1 l 1 1 1 1 1 �1T -- I I ,� goo.-' �T=' �" I I I 02' ' GN DESCRIPTION: AREA LOT COVERAGE: EXCAVATE: FILL: ' ` \ I _-♦'_ C) /i' \' 1 ) I I I t t 1 1 1 1 \ _� L 1 00 _-- 11 z ♦ a 106''" / , / _ 01 0 1 1 1 rn -_ - t ,� / r l I /' ' / , / I 1 t \ Z PROPERTY: 227,851 SQ. FT. 5.231 acres - �� J ♦' � I O \ \ C� / /r Imo F�- o- ,% I ,1, -� . /~ 1 e I ' I I I r l ) / I I I t t t rn - -10¢ // / /�- -- .♦ \ a _ - w ------ �'' !- ,♦ ,♦ ♦� / / , 1 I r I I I I / / 1 I 1 -- PROPERTY WETLANDS: - -' / \ - __ I ♦''1,� i ♦ / ♦^v li/ f I 1 , , 1 I 1 I 1 / I 1� �{ \ \ Cn 0� / / / - - --` \/' -'- X568 I\ / min O ♦♦ ,�' /' -� ,♦ // � ,^\41 1 1 1 I 1 I ) / 1 O \ \i _ 10_____ - _ , / / - `$ I °; - _ ♦ �$ '' , / I I I I 1 t t Z BUILDABLE PROPERTY: 98- --- -- / / ♦'/ �� B"rl �� \4 �------ //� I, ,♦ 1�'�OVi i' _ / ,/ // ' /^\ i' I I I f 1 1 1 1 ) I I 1 1 1 I�i _ , d, _ �� ,\�4-____ •� _ _--J/ _, - k "�Y I _� 1 ♦ ' ,- / i' �♦ , / �' /^\\yl 1 , ) I I 1 1 I 1 1 1 O 1 1 k Z I ) ' _ ♦ / / ^ ) I I I I I 1 t I 1 1 C� ESTIMATED AREA OF - nz10A`' X02' ' /',' /���''� I ) ) ) I 1 I t 1 t S GROUND DISTURBANCE: a e I \ • / / \ GI I I ) 1 t 1 1 1 1 >� 1 C'IRC of , _ ` // . -, N 1 __9 PROPOSED HOUSE: 3477.7 SQ.FT. I _ K s \`\ bo \?\ / ) / / ))' ) / -- �' 1 '1 t = I I ' 1\ '1 11 I, '1 t '1 'I 1 D ? I_ g arn\ 1 \ = I ) I I t 1 1 t 1 I 1 I 7 PROPOSED SCREENED PORCH 309.1 SQ.FT. a `. T *-/ _ + \ \ e F 1 I /_ I r 1 I I =1 1 1 ) t t t 1 t � ) � eek , + n I\�o I' Oil av �v / `\\ ` I � ) __I I N PROPOSED NORTH PORCH: 886.6 SQ.FT. \ I l ) I f m PROPOSED SOUTH PORCH: 154.0 SQ. FT. \ ` I I f .I / -Car Q/ Q- � � I p . \ \ b I \ \ / i t I I I 1 t I ) �h ) I 1 \ ♦ I� I = \ \ \` f' I 1 1 \ '\ t\ \ / 1 / / �)' ) / / I 1 1 1 1 t W 1 W_ / I , \ I \ oCN �` Qj// / / 7. \ t� �) -r I I I I o `� ♦^` - ` \ \� ' \ \ \ \ \ �' 1 fes) f l I I 1 I 1 V 1 I I to _ XaI \ I I N ,' �°� ♦ \ \ �� ___ - ; I I I �� f / / / 1 I f 1 1 , I PROPOSED WEST DECK: 116,7 SQ.FT I of p o \ `\ �� `\ _ I I I 1 I Br I I / I r / ) / t 1 I °1 �� \ X I I ' ° �' ,'^` \ \ �> �\ ' I 1 I I I su I I 1 I I t I r t t t Z' _ PROPOSED STOOP: 21.0 SQ.FT. h+°i o/� I \ - 1 t 1 m PROPOSED POOL: 800.0 SQ.FT. lI 1 I I 1 11 11, , � � I 1 I 1 I t t 1 70N O ` I ) I I / 1 \ I I I ♦ _ _ ` / / ,) 1 / I i3EI I I I t 1 O PROPSED SEPTIC SYSTEM: n I 1 I I � / \ I I ) I .� / � ♦�\ ,, / , 1 r / � I I I I \ 1 � , t 1 t N F�--1 `. 1 I � r) i�. / ,/ � 11 \ I I / ) I:'•• � // .' �� �`--- - __ ,-'^`� /' / � 'I /� i � I I I t 1 t dl 1 1 , t \.'^) • d 1 I r ) ) r i�/� /� 1 ` I / i ib '/- / ' - - �b / / 1 1 tJ PROPOSED DRYWELLS: rT, =t �L t ,' 0\ /' t t Cf`t O V ` I 1 I 1 / ♦ , i -n r� ..+ \` / 1 I 1 "•� C7 Qt 1 tl II `I 11 N V 1 r r I f 1 r / t r VE _ / q / ry / ) w ♦ 'p/ `� / / 1 1 Q 1 1 1 1 1 t 1 O O O Ni °- O / , / I t i t 1 1 1 1 t Ni 1 1 -� cot 11 TSI I I 1 1 1 1 1 _ F- - �� �' - T^ -° v\- �� I / �O / ) I 1„i 1 1 1 1 1 1 Q 1 1 1 1 `b,. 1 - ' -� I /' /' TOTAL I-'-1 I I I I LII i t I t 1 I • I I I I I I I, I I 1 T _-I I 1 Co- 1� 00 � 259 5'RETAINING WALL 2. r , , , / ) l i l 1 1 1 1 1 1 1 l 1 l ---- - TI i 171� -- --10' W10E P,4TN - ---_____ -- /- � n „ � = 118 4 931 ` 1 MEETS&BOUNDS BY: TWIN FORKS LAND SURVEYING SURVEY DATE: 3/24/2020 0 _0 \ bo w_ Ire �► 0 N, °o j? Z �o�� "'� RIGHT OF WAY ' i IMPROVED (PUBLIC WATER) �- S 22O20 1 40" E 0 � 153. 2 � 1000-106-1-21 .1 AMALIA ROMBOTIS 0 ;� LAND NOW OR FORMERLY OF AS PER L. 5179 P. 193 z f z ELECTRIC EASEMENT PARTIAL SITE PLAN SCALE: 1" = 30'-0" 0 � v RIGHT OF WAYS & 10' WIDE a N o a m \ Q STORM WATER MANAGEMENT o 100%RUNOFF REQUIRED DRYWELLS TO DRYWELL N N c EL.62.0 LOCATION: AREA: AT 2"PER HR.: DRYWELLS INSTALL: CAPACITY: M C) Ou HOUSE DARK BROWN LOAM t\ U 0.5' OL HOUSE 5,100 SQ.FT. 852.0 CU.FT. B'dia.,22 V.F. (4)B'dia..6'deep 1014 CU.FT. () Ctt7 X N FF EL 102.0 n 18.3' 9'-3" 8.0' 8'-0" 1� C31 O (10.0'MIN.) (8.0'MIN.) DRIVEWAY 14,000 SQ.FT. 2338 CU.FT. 10'dia.,36 V.F. (2)10'dia„12'deep 2457 CU,FT. (2)10'dia.,6'deep x O a w x POOL 800 SQ.FT. - 8'dia.4'deep 169 CU.FT. 169 CU.FT. „� z v ,FINISHED GRADE EL: 99B I I I ft: 99.8 I FINISHED GRADE Ob A N � LOCKING CAST IRON COVER(TYPICAL) _ v " I f OCOVERCA CIAON INv. Z (C 40 U 4°dia.PVC EL 96.6 5 1/4°PITCH 5" •"'+ [^)� e.PVC INV. 1/e"PITCH 6.. SINGLE BEAD HALF ROUND GUTTER :� cn ;;.'� STANDARD 5" N EL: 98.0 (HOUSE / (\.�- TI AP NV. In EL'. 97.6 INV. •. EL 975 NOTES: EL 974 I 1).EXECUTION: W A).DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. J/t/T J�'s ( �. s ��(/C�C'r✓1�U� 2).PREPARATION • ••' ••• A).CLEAN SURFACE THOROUGHLY PRIOR TO INSTALLATION. .7y' O / B).PREPARE SURFACES USING METHODS RECOMMENDED BY THE MANUFACTURE FOR `" /�� ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS. 2000 gal.SEPTIC TANK C).PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR METALS WITH PROTECTIVE BACKING PAINT. 3.INSTALLATION: Em, A).PERFORM WORK IN ACCORDANCE WITH CDA HANDBOOK AND THE DRAWINGS. �`''`' BROWN SILTY SAND 1).GUTTER TO BE PITCHED TOWARDS LEADER 1"TO 2"FOR EVERY 40'OF RUN. E,.y " }pyT,g/•-,r"� J $IS; / '*.Tqf�*t"/,{y am".,•- r 3'CLEAN Y CLEAN SM 2).SHEET METAL JOIN LENGTHS WITH WATERTIGHT JOINTS. �I ^ ! A'� C11 A 71}`"•-`L,'I•^ SAND COLLAR ;... SAND COLLAR a).COPPER/LEAD;FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND ACL ACCESSORIES. 1"'1 '�' � f+ a y „T�7!¢>t C.„ {+rs LEACHING POOL B).ALUM NUM:RIVET AND CAULK WITH A BUTYL SEALANT SLIP JOINT V .p CONNECTORS, 6-j *"'�Tizl3w " rl 4S`i Yt'�'1'L4AL.�J>x� �, 'qlE*w,M n, INV. 3j.CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED.SEAL O T' Lai 2 CONNECTION WATERTIGHT. (n GROUNDWATER DRY WELLS TO BE 10'MIN. a).PROTECTION: � AWAY FROM HOUSE A)•PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROJECT. B).TOUCH-UP,REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL L' COMPLETION. p� *REFER TO NOTES FROM SCHDS RESIDENTIAL STANDARDS TABLE 1, . 0. ° N MINIMUM SEPERATION DISTANCE TO SEWAGE DISPOSAL SYSTEM ° ° ° MINIMUM HORIZONTAL SEPTIC TANK OR LEACHING STRUCTURE SEWER SEPERATION: MANHOLE (INC.EXPANSION): UNE. BUILDING W/BASEMENT: 10 FT. 10 FT, 5 FT. L� BUILDING ON SLAB, 5 FT. 10 FT, 5 FT. PORCHES,DECKS,CANTILEVERS,He., 5 FT. 5 FT, 5 FT. •WATER SERVICE LINE: 10 FT. 10 FT. 10 FT, ACCESS F4 COVER UNDERGROUND UTILITIES: 5 FT, 5 FT, 5 FT. . ) .w� .''„ 94 FINISHED GRADE r .,t •SURFACE WATERS: 15 FT. 100 FT, 50 FT. 26' •PUBLIC WATER WELL, 200 FT. 200 FT. 50 FT, X;rF C�,ti •i. ' w PRIVATE WELL, 75 FT. 100/ISC FT, SO FT. �'*+ FLOW RECHARGE BASINS: 70 FT. 20 Ft. �Yr •ROAD STORM DRAINS,STORMWATER 10 FT. p ''''•� t•2 � �jp: /"a�•, r PALE BROWN 4"CAST IRON PIPING TO 4"dia. PVC FINE SAND '4_• (aJ 1/4"PITCH 1 •ON$ITE DRYWELL9/DRAINAGE STRUCTURES, a t7. 10 FT, a Fr. EXTEND 2 FT.MW.INTO SP FOUNDATION WALL 1` y*-g •CATCH BASINS MON-LEACHING),DRAIN PIPE: 5 FT. 10 Ft, 5 Ft. t r ` w 1�CAST IRON LEACHING POOL, SFT. BFT, 5 Ft. TRAP SEPTIC TANK,PUMP STATION,MANHOLE, 5 FT. a FT. 5 FT. (NO WATER ENCOUNTERED) "c rs.� �� �LLv.17 .�� R> PROPERTY LINES: 5 FT, 5 FT, 5 FT. ''.µw•+!'^t TYPICAL HOUSE TRAP DETAIL DRAWNSCALE' MH/MS SW MMING Pool 20 FT. 20 FT 5 Ft. TEST HOLE DATA BY: NTS McDONALD GEOSCIENCE / �` JOB#: •RETAINING WALL(WATERPROOF), 10 FT. 10 FT, 5 FT. 4/27/2020 5/26/2020 FUEL TOR TANKS(BELOW GRADE) b F7. O SHEET NUMBER: BLUFFS, 65 FT, 65 Fr 65 FT. TEST HOLE DATA SCALE: NOT TO SCALE SCTM 1000-106-1 -5 S-2 Unauthorized alteration or addition to this survey is a / .violation of section 7209, subdivision 2, of the New York ® / State Education Law. Copies of this survey map not bearing the land surveyor's inked - ` embossed seal shall not be v considered to be a valid copy. e / HEIDECKER, LAND SIJRVEYINC P .����' , to° r3. �0. o, DISTRICT 1000-SECTION 106.00 BLOCK 01.00-TAX LOT 005.000 N/F PHILIP & IRENE DIPIPPO O LIBER 13070-PAGE 679 FO�No MAP REFERENCES w ` + CLIENT PROVIDED SURVEY MAP ENTITLED "SURVEY W OF DESCRIBED PROPERTY AT MATTITUCK", PREPARED �8. BYTWIN FORKS LAND SURVEYING, DATED FEBRUARY 23, 2020 � 61 NOTES 1. FIELD WORK WAS CONDUCTED W OCTOBER—DECEMBER, 2020 BY HEIDECKER LAND SURVEYING, PLLC AND ALL MEASUREMENTS WERE TAKEN ON THE GROUND. 2. PROPERTY LINES, BEARINGS, AND NORTH ARROW ARE BASED UPON DEED FILED WITH THE SUFFOLK COUNTY CLERK IN LIBER 13070—PAGE 679. 3. UNDERGROUND UTILITY LINES ARE NOT SHOWN. \ PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL CALL "DIG SAFELY NEW YORK" AT 811 AND HAVE ALL UTILITY LOCATIONS MARKED ON THE GROUND. 4. THIS IS NOT A TITLE SURVEY AND WAS MADE WITHOUT THE BENEFIT OF A TITLE REPORT. EASEMENTS BURDENING OR BENEFITING THE PROPERTY ARE NOT SHOWN. 5. THIS IS AN AS—BUILT SURVEY. e +� t9 (1� 9 20 I / i VA 01F NiEtv Ro HF/OE 0 10 20 30 ��� METERS o �. - � _ 23 FEET p 0 20 40 60 80 n -r, . i. GRAPHIC SCALE 1" = 20' °so7�9 J� SFO LAND SJQ- �V^/rdJ i 1 Si1RVE1'PREPARED FOR: 111... PHILIP & IRENE DIPIPPO J GERD HEIDECKER N.Y. STATE LAND SURVEYOR LIC. # 050719 DATE: FOUNBATION AS-BUILT SHEET NO. 751 COATES AVENUE DECEMBER 12, 2020 1 OF 1 SUIIL 22 SECTION 106-BLOCK 1-LOT 5 DRAWN 8Y: B.M. PROJ. N0. lHOLBROOK, NEW YORK 11741 #2240 RUTH ROAD 20HLS133 (631)-772-9604 CHK BY: J.H. MATTITUCK-TOWN OF SOUTHOLD CAD FILE: jheidecker@heideckeris.com SCALE: 1"1100' SUFFOLK COUNTY NEW YORK 20HLS133FP.DWG Unauthorized alteration or addition to this survey is a violation of section 7209, subdivision 2, of the New York State Education Law. Copies of this survey map not bearing the land surveyors inked or embossed seal shall not be considered to be a valid copy. HEIDECKER LAND SURVEYING / O J , O ° O �0- 10 �o. SUFFOLK COUNTY DEPARTMENT OF HEALTH 3ERVICIES APPROVAL OF CONSTRUCTED WORKS FOR A SINGLE FF.r::'I_Y RE&DE:.NCE AU G 0 3 2022H.S.ReF.Pio. R o- o g�j� The sewage disposal and water su,)piy fadtler♦!s at this 1=a,on have been inspected and/or certified by tris Department or otyer agencies and fow+d to be satisfactory FOR A MAXIMUM F e QZEDROMAS. j Groflg Knepper! RE_ Chief �C,• DISTRICT 1000—SECTION 106.00 �� BLOCK 01 .00—TAX LOT 005.000 , / 1 N/F PHILIP & IRENE DIPIPPO LIBER 13070—PAGE 679 AREA= 227,852 SQ. FT. OR 5.231 ACRES OF ,COQ \ POOL �l G� P Ilk DRAI 8POOL o �� POOL 10'x10' O DRAT Q )O o- FIREPLACE G� 1�FSP �q�l QO AFL G� WALL 2,000 GALLON SEPTIC TANK BACKWASH ° POOL POOL 8'x4' -1 ORNER "1" 8 x8' \ TRANSFORMER & GENERATOR POOL EQUIPMENT _011— 13 FO GARAGE SP00B/ ORNER "2" DRAIN`oDRAIN Jo 10'x13' �O �)0 � RAIN/ GF POOL PO 0 2' -e- 8'x8' U.G. PROPAN OG TANK U.G. PROPAN TANK c G F POOL 8'x8' DRAI P� POOL � 8'x8 G .c \ POOL 8'x8' G? F `o POOL 8'x8' POOL 8'x8' MAP REFERENCES CLIENT PROVIDED SURVEY MAP ENTITLED "SURVEY OF DESCRIBED PROPERTY AT MATTITUCK", PREPARED \ BY TWIN FORKS LAND SURVEYING, DATED FEBRUARY 23, 2020 � c I v� �i- CSS � POOL 01 9j 57 8'x8' WATER NOTES �t��, METER 1. FIELD WORK WAS CONDUCTED OCTOBER, 2020—DECEMBER, 2021 BY HEIDECKER LAND SURVEYING, PLLC AND ALL MEASUREMENTS WERE TAKEN ON THE GROUND. 2. PROPERTY LINES, BEARINGS, AND NORTH ARROW SCEDHS MH TABLE ARE BASED UPON DEED FILED WITH THE SUFFOLK COUNTY CLERK IN LIBER 13070-PAGE 679. MH NAME TIE FROM TIE FROM O 3. UNDERGROUND UTILITY LINES SHOWN ARE BASED CORNER 1 CORNER 2 UPON THE INSTALLERS NOTES AND ARE SMH A 1 APPROXIMATE. PRIOR TO CONSTRUCTION THE SMH B O CONTRACTOR SHALL CALL 'DIG SAFELY NEW YORK" AT 811 AND HAVE ALL UTILITY LOCATIONS MARKED TABLE l3Fi0WM D*AENi8 0N8 FROM EMLDPIQ CRs TO 615WER MKS ON THE GROUND. 4. THIS IS NOT A TITLE SURVEY AND WAS MADE J,(� WITHOUT THE BENEFIT OF A TITLE REPORT. THIS SURVEY IS SUBJECT TO ANY STATE OF FACTS A FULL AND CURRENT TITLE REPORT MAY REVEAL. V 5. THIS IS AN AS—BUILT SURVEY. •�g 6. BUILDING TIES SHOWN ARE BASED UPON THE FOUNDATION OF THE STRUCTURE AND ARE SHOWN FOR INFORMATIONAL PURPOSES ONLY. THEY SHOULD NOT BE USED TO SET PROPERTY LINES, FENCES, BUILDING ADDITIONS, ETC. 7. SOME BURIED ITEMS HAVE BEEN PLOTTED BASED UPON INSTALLERS NOTES. CERTIFICATION I JOHN GERD HEIDECKER, A LICENSED LAND SURVEYOR IN THE STATE OF NEW YORK (LICENSE NO. 050719), DO HEREBY CERTIFY THAT THIS MAP WAS PREPARED IN ACCORDANCE WITH THE EXISTING CODE OF PRACTICE FOR LAND SURVEYS ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. THIS CERTIFICATION EXTENDS ONLY TO THE PARTIES NAMED BELOW AND IS NOT TRANSFERABLE. 1. PHILIP DIPIPPO AND IRENE DIPIPPO, HUSBAND AND WIFE S 9 2. VALLEY NATIONAL BANK AUG 0 4 2022 JUL 2 2 2022 3. BRIDGE ABSTRACT .., 4. STEWART TITLE INSURANCE COMPANY TBUILDING DEPj.104^�I�f Ofr� NEWS �n I ..,t.,.. , . ._ : ,.'.:.:it.I4j %®.. �P ARD HFjO ®�� ca � Fo SURVEY PREPARED FOR: 0 20 40 60 METERS n� ° PHILIP & IRENE DIPIPPO _- a FEET �ScU LA � �� HN GERD HEIDECKER N.Y. STATE LAND SURVEYOR LIC. # 050719 DATE: AS—BUILT SURVEY SHED NO. O 40 80 120 160 AN 751 COATES AVENUE JULY 21, 2022 SUITE 22 SECTION 106—BLOCK 1—LOT 4 PROJ. NO. GRAPHIC SCALE 1» = 40' HOLBROOK, NEW YORK 11741 DRAWN BY: B.M. #2240 RUTH ROAD 20HLS133 (631)-772-9604 CHK BY: JH #2240 MATTITUCK—TOWN OF SOUTHOLD CAD FILE: jheidecker(gheideckeris.com SCALE: 1"= 40' SUFFOLK COUNTY NEW YORK 20HLS133AB.DWC (Ist Floor Framing Dimensions) C (Ist Floor Framing Dimensions) list Floor Framing Dimensions) �- q AS D (2) 45 Rebars Continuous. Extend FREDERICK A8 3 3 �_24" Past Opng.) Foundation Walls Extend ROBERT 2" Beyond Porch Framing b a #4 Rebar WEBER Above (Typ.) ---------------------- -------, :4- i Stirrups 86"oc - -------------- -- ---- ------ --- ----••-- -- -- ---- -- --o -- -- -- ------ -- ---------- -••- -- -- -U - -- -- -- I i IIIr------------------------ ----------------------- --- --------------------------- -----� II p I I I Location ofI I i i (2) #5 Rebars ARCHITECT I I Post Above I I I ' i Continuous, Extend 4'-2" 4'-II 3/4" 15'-10 1/4" I 24" Past Opng.) I I I I I I I I UNEXCAVATE :Ledger Shelf for Conc. Slab 1 I � r----- --------------- CONCRETE GARAGE ° ----------------� :4" Below Found. Wall (Typ.) = I I I I DOOR HEADER ---------------------------I •fl I I I ---------------------- 0 -------------- — Retaining Wall ------ ---=----------------- ------ -- / �- ---=----------------------, �0' I 16'_8° 14. 8„ r-- -- - 19' .8" -i 8., 4,1 6 �" I I 1 l'-4" I I'- r--- / °O I I - I 1 in L---------------=— I I Oi I I I I I I 1 in (IawlFF C� I� Profile of Patio I = I I r----------------- -- I ---- _J r ------ ---- -- —� ------- " I I I I I I I 5x9" Beam I I - "I UNEXCAVATED I I I Pocket (Typ.) I I _' 0 _ _ I = I 1 f_ II r--_� r----� - I L— ------ ---- --------------=-- I = U O I I I I I I _ I I I I 1 o i I1 .I.....I........... ...... .L . 8'-OI' I ..I..................`v. ..II.. 19'-2" I - 4I 8 19, 8 I 15'-sLn n Ed _ " r---------------I I O- i r I I -1 �__ I I --- -- I I I I IVx16" Conc. I ........... ....I.. . ... ......4. ......:................................. -' i ,.. ........ . I.. ............:............................................................ v I I ..I................... Pl�r$..to........... I.... �...I. (06, 14" TJI 560, 16"oc �-+ 0 14 TJI 560, 16"oc I I#" TJI 360, 16"oc I I -' I I " — L i_ _I_j Virgin Sal i I O ( c� ` I ( I I I WIl'-1° m 20,_6„ i _ I CD I I tr v I 01 1 Ln `� �� I Post F ost I +' I v I I _ to I I I I VAb a Above ' -, O ------------------�r-------� I I I HSS 4 4x3/8 ......... I I = I 5 P. :Conc. Slab w/ o..I.'..... ry I �, I I O _ f3) 14 LVL F.J. I I Column on A ` ` ____________________ __ '_AE= I 36"x84 x16" 6x6 10/10 WWF Reinf. i I > I A I I P. Con:. Ftg. Top of:Slab - °� I O I I - -- ------------- ---------' J 9 „ ( I - I I A� " co I = I I w/ 45 ars, EI. 92 X10 I/2 Be3m i 12"oc oth Ways I m I I Q' I I n I - Pocket ( up.) I - I I 4'-11 3/4" 1'-0 1/4,11 20'-6"I I'-0' I 14'-3" 17'=6" `�' I v I 00 \��---------------- -00 ---- I I -- -____(3) 14" LV1 F.J. r I -v I �__ _ ____:____________ ____ __ __� I I I I I Apr o Areaway fori Egress W ndbwj o I 14" TJI 56:0. 16"oc --J ;,, 14" TJI 560, 16"oc i 114" TJI 360. 16"oc �o N I i T=7- ---i I I I I I D cts „ I I I L----------------I I Ln _ = O I `=' 32 (3 14" LVL �.J. I I (3) 14" LVL F.J. r --------------- - ?; Cd i HSS x4x3/8 T cnFan/Cal II(2) I� LVL .J. I (Colum on�___--O a er Agit-IAF Plumbin I �-_ ---;48"x4 "xl6"cn i i Manifold II I ai C c. Ftg.;,, 1I- 11 DRAWING TITLE: / I I x `--------- II n w/ l4 tt5 Bars 3 " ------ qpa - -8 p 6' Both Ways 15'-O" I I zo� Up I i re I " TJI 360, I "oc II c; I I FOUNDATION ucts ore I3'-2" II _ I Beam 8._ " Post II oc et ---- -- I ` I e Girder II Irl. Sink I r e •_•_, Above B am , Fan/ oil - Work Bench r Li n•. of Drivemay J (2) 200 A p A/V I I /C Wat r _ Pocket - Unit I I I L--- --------J ---------------, _Electrical P nets Panel II ,ri ^ �� ,. / •� /� �: rir rrr Orr' r— Beam ----------=--------- T I ---- - -------- II 1 I r---- ----, I I -- oo I I I I I I I , I I I I I L--- JL-- ------- ----- -------------- / / / ri 9 rr // = ----=- _ I I I - - (� r------ ---------------- ---------r-----------� I Foundation Walls (Typ.): I __ I 9 I i < Led er Shelf :for Conc. Slab 1 I�, 1 4" Below Found. Wall (Typ.) UNEXCAVATE I I tl I i " i I .► ., 12 P. Conc. Found. Walls w/ __________ _ I I " 8"I 7'-2" tt5 Bars 24 oc Vert t Norrz. I I JOB: Outdoor / .\ � � �ry r ri I I I :� I I Centered in Wall, `r --_ - -________ Shower--/' // `.\` � `�\\ irR�`\\ o� I 4„ o I L- --------- I I Dampproof Below Grade 10'-O" I I DIPIPPO II'-2" RESIDENCE I �------- 11,4 Footings: " I r-----8 0„ -------J 36"x 12" Cont. P. Conc. Ftg. Wall to Foundation " �\X `------------------------ ----------------------------- I ID - w/ (4) 45 Bars Continuous Wall w/ (3) 45 Bars i� / - _ :" I 22A40 RUTH ROAD ----- -------------- - ------- -------- -- ----- --------... I M I K, ----------- — ---------- �. 120° Foundation Walls Extend _____---_ Drop Foundation �� i�r / / 2" Beyond Porch Framing ---- D TOWN OF SOUTHOLD Wall 9 Stairs �r� / Above (Typ.) SCTM7t 1000-IOL-OI-5 RETAILING WALL ARCHITECT: FREDERICK R. WEBER 41 EAST MAPLE ROAD Il'-6" II'-10" 8'-8" 6'-2" 9'-10" V-4 = l�-O�� GREENLAWN, NY 11140 UNEXCAVATE `� > WATER MILL NY11911. N IST FLOOR FRAMING: RT TEL 631 154-5555 \ 2x2 Conc. / FOUNDATION P LIVE LOAD: 0 P F y / 4 S fweberarchitecta ahoo.com Piers to / Foundati n Walls (Porch/Garage.): DEAD LOAD: 15 PSF Virc)rn Soil / / " _ SEAL; 10 P. one. Found. Walls w/ - / 45 rs 24'oc Vert t Horiz. 1/411 it Ce ered in Wall Drop Foundation / / / / A8 r� ,�'` ii Wall s Door <. / / � o / C ootings: NOTES: U w .c �t< 36'x 12" Cont. P. Conc. Ftg. , w/ (4) 45 Bars Continuous I- ALL CONCRETE TO BE 3500 PSI AFTER 28 DAYS. 2- ALL FOOTINGS TO BEAR ON UNDISTURBED SOIL AND AT A MINIMUM DEPTH OF 3' BELOW GRADE. CONTINUOUS WALL FOOTINGS SHALL HAVE A 2" KEYWAY AND REINFORCING PER FOUNDATION PLAN. " COLUMN FOOTINGS SHALL BE SIZED at REINFORCED PER FOUNDATION PLAN. "MARCH'23. 2021 MARCH 4. 2021 3- FOUNDATION WALLS TO BE OF THICKNESS t HEIGHT WITH REINFORCING JAN 25, 2021 AS PER FOUNDATION PLAN t SECTIONS DECNOV 30,. 02 0 Drop Foundation / / 4- ALL STEEL GIRDERS BEARING ON P.CONC. NOV 23. 2020 Wall 9 Overhead / / FOUNDATION WALL TO HAVE 4"x6"x1/2" B.PL. NOV 12, 2020 \`� \ Doors (Typ.) // (UNLESS OTHERWISE NOTED) REV.: OCT 30. 2020 5- ALL COLUMNS TO HAVE 6"x10"x1/2" B.PL. / (UNLESS OTHERWISE NOTED) DATE: OCT +L. 20 6- POURED CONCRETE SLABS TO HAVE 6"x6" 10/10 WWF REINF. SCALE: 1/40 - I'-O" PROVIDE 1/2" EXPANSION JOINT AT SLAB PERIMETER. JOB NO: w202OO1 `✓ / Z- STEEL SHALL BE ASTM A-36 (EXCEPT PIPE COL WHICH SHALL CONFORM TO ASTM A53 ROUND PIPE). STEEL WORK SHALL ;; 11 " DRAWING NO. CONFORM TO THE LATEST AISC SPEC. 8- DOUBLE ALL FLOOR JOISTS AND FRAMING UNDER 1.., J tea„ PARALLEL PARTITIONS AND AROUND ALL OPENINGS. 9- ALL WALLS SEPARATING GARAGE FROM HOUSE TO BE I-HOUR FIRE RATED (5/8" TYPE "X" GYP. BD.) A 2 10- ALL STEEL GIRDERS TO BE DROPPED UNLESS OTHERWISE NOTED. OF AIO FILTER CLOTH AGAINST WOVEN WIRE FENCE W/ 2"x2"x36" STAKES, 12' OC DRIVEN 16" MIN. INTO GRADE, EMBED FILTER CLOTH 6" INTO GROUND ASPHALT TRAFFIC Top Coat BEARING FREDERICK ease GRATE ROBERT SITE DRAINAGE: FLOWC4 i " �, DIRAIN RTO CH WEBER pso SLOPE - � � DRAINAGE RING DRtt AREA VOLUME (Required) DRAINAGE STRUCTURES VOLUME (Provided) �\ \� 10 � z z HOUSE, GARAGE, r _ l3> 8' Dia. x 6' Deep w/ \ O \� .. �, — BLE STONE 8 I Y BLEND A, B, C 3826 sf x .166 Rain - 635 cf ' �x PORCH t PATIO Traffic Bearing Top X60 cf N 51'°1V,`1• ,rs►x ► '', - N ARCHITECT ,�p CROSS SECTION CROSS SECTION D. E. F. G, DRIVI=WAY 13.450 sf x .166' Rain = 2266 cf (2) 8 Dia. x 8 Deep w/ 2361° CF H, I. J Traffic Bearing Top --- o SILT FENCE !DETAIL TRENCH DRAIN 8 DRIVEWAY m loos a' House, Garage and Porch Roofs to have Gutters t Leaders z _ -- $ BOUND HAY BALE Connected to Underground Drainage Structures (Typ.) 8'0 Ring: 42.25 cf/Ft of Height FILTER CLOTH AGAINST PLACED ON CONTOUR N� WOVEN WIRE FENCE W/ W/ 2"X2" STAKES 11.5'-2' o - 0 2"x2"x3(V STAKES, 12' OC IN GROUND) DRIVE STAKES DRIVEN 16" MIN. INTO FLUSH W/ TOP OF HAY W r GRADE, EMBED FILTER BALE. ANGLE FIRST STAKE � pyCr V. m CLOTH 6" INTO GROUND TOWARD PREVIOUSLY LAID �°1 - - - ;;-' BALE FLOW SLOPE CONCRETE - COVER OR TEST _ TRAFFIC C.I. GRATE H BEARING -= - -�`__''-______— -____- ,., SLAB OLE DATA - CROSS SECTION ~� PRECAST FACE VIEW cDONALD GEOSCIENCE CONCRETE ____=== - - _ HAY BALE >� M CHIMNEY SILT FENCE DETAILS APRIL 21, 2020 -- ---------- ------------------ DRAINAGE �, ____ '-,_=_ �________ EL 62' PIPE i ------ O, DARK BROWN I - � --_- -- �;" o .5 LOAM (OL) i _ � ��.'- --------_-- `` 02 9 I TYPICAL o w I : ` , ,'- ` ` m STORM WATER POLLUTION PREVENTION 53 DRAINAGE ' .. %n I CONSTRUCTION PHASING: RING > 1 I- INSTALL HAY BALE/SILT FENCE. 2- CONSTRUCT NEW FOUNDATION FOR NEW FRAMED DWELLING. 3_ INSTALL DRAINAGE STRUCTURES AND NEW SANITARY SYSTEM .� �' 8 -0 I `��`•\```\�'`\ `, `; ____ `, `, "` / 4 FRAME NEW RESIDENCE AND INSTALL ROOFING AND SIDING. o � ^ 2 CLEAN SAND t �3` I `\ j,�\�`.�, \�\___ 5- PROVIDE GUTTERS/LEADERS AND CONNNECT TO DRAINAGE STRUCTURES. GRAVEL FILL I `\ �, � ,� , \ .� \��;K_ --=-��"i;-; ,' ; n L-----------------------' \ '. > .�` �_ INSPECT HAY BALE/ SILT FENCE WEEKLY BROWN SILTY TYPICAL SECTION DRAINAGE RING Q'� � �`,00r4 -�!�;' ;%'%',�' " E BUILDABLE SITE AREA: 277.851 SF, LAND DISTURBANCE: SAND (SM) �'\` ' 10' 1*41 CENTRAL DRIVE ' 1 717 UNITE ' 1 1 1 .. 3 b ,�- O 713 DRAWING TITLE: �`, J , C7 _ o C) SITE PLAN PALE BROWN / , FINE SAND (SP) -N QV \ \ \ \ 1\ 1 Or , , �l CL NO WATER z �` ` \� �,`I\i �_,f'� ' 1 < 32' ENCOUNTERED - < _ rt' 717 / 1� - - ` `$ `' 1 X15 ' ' 1 ' ' / %' ' § 9 713 Oi ' SWI "pyt10E (P O t11 Il,,, --- % II, i 1IP rZOT . C3 it I I ; JOB: ' PROPERTY OWNER: SANITARY SYSTEM DIP(PPO PROPOSED STAN Y -! ; i ; 1 � ; t I � � � % ; � � �' PHILIP DIPIPPO ' , � ; , ; , , , , � ; ,, RESIDENCE NEW SANITARY SYSTEM FOR 6 BEDROOM HOUSE SITUATE: MATTITUCK DRAWING SCHEDULE NEW 2000 GAL. SEPTIC TANK % ; i;I %t;'';;;s;/ / ,b ��' TOWN OF SOUTHOLD DESCI�iPTION 2240 RUTH ROAD - 1 >• r r . , r SUFFOLK COUNTY, NEW YORK MATTITUCK NY NEW 400 S.F. SIC)EWALL AREA OF LEACHING POOL - � ' ' ' '�'�' ' '' ' _ , . . ,rrrrr ,, , r � i Al • (8` x I6'-O"' DEEP) - - %�;� �;�;%/�;' �/ /% / ,�- SURVEY INFORMATION: SITE PLAN TOWN OF SOUTHOLD It TWIN FORKS LAND SURVEYING A2 FOUNDATION PLAN SCTM# 1000-106-01-5 MEET ALL S.C. DEPT. OF HEALTH SERVICES REGULATIONS. %; /'; ----- 188 W. MONTAUK HGWY., HAMPTON BAYS, NY A3 IST FLOOR PLAN 'Y SURVEYED: FEBRUARY 23, 2020 ';;;;f;; ___ LAST REVISED: JULY 21, 2020 ARCHITECT: NOTE: - A4 2ND FLOOR PLAN SEPTIC TANK GREATER THAN -75' FROM SURFACE WATER ''� ELEVATIONS REFER TO NAVD 1988 LEACHING POOLS GREATER THAN 100' FROM SURFACE WATER /%��' / _ 1 � A5 ELEVATIONS (NORTH/SOUTH) FREDERICK R. WEBER SEPTIC t LEACH GREATER THAN 65' FROM TOP OF BLUFF �'�_n r^ SCTM4 1000-106-OI-5 AL ELEVATIONS (EAST/WEST), WALL SECTION 41 EAST MAPLE. ROAD SEPTIC t LEACH GREATER THAN 20' FROM SWIMMING POOL SEPTIC t LEACH GREATER THAN 10' FROM STRUCTURE LOT AREA: 221.851 SF, 5.231 ACRES GREENLAWN, NY II't40 a r Al SECTIONS 52 NOYAC PATH ZONING: R-80 A8 SECTIONS WATER MILL. NY 119'14 FIN. FL. - ,'' YARDS: (PRINCIPAL) A9 FINISH SCHEDULE/ TRIM EL +106.0' FRONT 60' A10 CODE DETAILS TEL 431 '154-5555 LOCKING CAST SIDE (ONE): 20 fweberarchitect°.gahoo.com CONCRETE ,,,P�, /' ;� I� o SIDE (BOTH): 45' SI 2ND FRAMING (IST FLOOR) IRON COVER , ,' REAR: 15 PROVIDE CLEAN OUT TO GRADE COVER �, /r / /r /. ---- - � / / / � LOT COVERAGE (MAX.): 2090 S2 ROOF FRAMING (2ND FLOOR) SEAL: {-0 APPROVED O , .' ,;� HEIGHT (MAX.): 35', (2 1/2 STORIES) PIPE, 1/4" PER FT. 1 T ( ss.eo EI ELECTRICAL IST FLOOR PLAN MIN. PITCH _ 4"4) APPROVED x 1 . r , r I 5f, ao PIPE, 1/8 PER FT. s,; 1 r 1 YARDS: (ACCESSORY) E2 ELECTRICAL 2ND FLOOR PLAN ` iv MIN. PITCH zz.so ' 'r /. /� / /' w SIDE t REAR: 25' t HEIGHT (MAX.): 22' E3 ELECTRICAL BASEMENT PLAN LIQUID - I ? '1 ` `9 DEPTH °0 I I SIZE (MAX.): 39� OF LOT AREA 03 FLOW BAFFLE SEPTIC �i j ;' Y' // i ;� 8 '''`-- EXISTING CONTOUR rn o TANK � Q (2000 GAL.) i 1 %. / / i rM1 1� I rd ' � r 1 8 REVISED CONTOUR •�D O •-.--- I ' 8 NEW CONTOUR z� x 13' MIN. NEW - I ;' ,�; ;' ,,-' ;' 1CLI FLAN NORTH � iCOLLAR LEACHING 0 S POOL I (400 S.F.) z C1m / REV.: �" = 601—Ori N DATE: OCT L, 2020 I % ; ; —{ 1 SCALE: In _ 40' LAND NOW OR FORMERLY OF m R=25.00' - ---------""--` JOB NO: w202OO1 I � �----- -- ,� TOWN OF SOUTHOLD `r L=39.21' I , 1 r 1 n i io DRAWING NO. S 1G'09'40'Itl 99.01 I cm 1x11 191.15' 10'-0" s'-0" I s'-0" I RUTH ROAD �r � � �.�ro 20 1 RUTH R O A R.O.W. A5 P:R L. 5924 P. 550 A 1 3' (MIN.) TO HIGH I SEASONAL GROUNDWATER L--------------------------- OF A10 / / / - - - / , — _ - - - - - - - - _ �Q � W FREDERICK ROBERT - - - _ , _ ._- - -- - - - - - - - - -- / — _ _ - - -_ _ _ � WEBER - - - '_' _ / ' / / ' ,_ - ` _ _.. - - ' /- - - - --.. _ - _ . - „- _ "" _ / ' •-�' / ^tel / - _ - ' - -- --_ `- - - - - - - - - - - _ _ _ — '- - _ _ _ � - - - - - - - --, - - - - - - - - - - - - - - - - - - - ARCHITECT_ � .01 - - -- - - - vim- - - . ` ' , ` -- -�'� - .f � r o \ � rn FRAME GAZEBO \'_9 \ � \ \ oma\ ��\\ \� \ \ o \ . _ - _ _ ,✓ � \ \ CHAIN I� / ''' FENot, Q 1 — \ \ \ 9\\ \\ i � -� --/' ()P O F��� � � � �. -� -•1•+ `J ENCS '=---•-.-.L T-.-I•-'� -• I � I »,IRE E � \ \ \ \ 1`�jh r, ,' ✓ ✓ / ✓✓ •-rt Imo'' I , a CC. It \ / \ I 1 \ \ 20' \ 1 11001-F.l I / \ Sw1�MING �'00t \ \ / \ \ �\ \ \ \ \ \ DRAWING TITLE: !Out�\ I \ SITE PLAN 1 / ✓ , ✓ 'A— (poo t - - - - - _ >I \ I �WASH \t Basement 10 Enhance i I _ +92.8' So E Pox _ - - - - - - - - � PROP05EO 2-S ,-_' t _ r-- ---0 JOB: ✓ / \ \ -_,,1 1 \ ' FF +106' I DIPIPPO 7 RESIDENCE 70 r 1 \ T' 1 ��VANK%/ �� I PORCH +105.5' tot too 98 96 99 I 2240 RUTH ROAD OI I \ 1 /,\__- , \ - � 0 O M MATTITUCK: NY '' �- \ \ l I / E BAC _ lo, TOWN OF SOUTHOLD 5CTM4 ? \ 1 l b6 / 102 ARCHITECT: FREDERICK R. WEBER 41 EAST MAPLE ROAD /1011 / I GREENLAWN, NY 11140 52 NOYAC PATH WATER MILL: NY 11914 TEL 431 154-5555 102 / Fwe .c berarchitect�yah000m �• i �\ ` \\ \ \ \ \ � it � / / _ - � l / ,.. /0 31 ' p��'; ' ,� ,°/ �a SEAL: I 1L � - L ` loo low I M 70 70 71 CC) l j -- _ a I I I II I I 1 92 / // /1,' >= 5 9D�OQ'00" /, lU Tc� 9 , CS) II 1 , I I I I I I I I I 1 / / / 11 / 207 70 sp 90 / / 1 / REV.: Fn �' 11 I II �' 1 1 I 1 I ' , I / / / I / DATE: OCT 4, 2020 \ 1 1 I , II 1 I I ► I ! I I / I / SCALE: I" 20'—O" 7 1 1 1 1 1 1 1 1 I I I I I / / / 1 / �' 1 11 11 I 1 II Il I I I ► I 1 I / ,/ / I ,/ // JOB NO: w202OO1 ', 1 } 1 I I , I f I I ► I I I , I I , , S 11/t Fl - NN/ / ill = 20'JO„ 1 NORTH DRAWING NO. // 1 i( Al �.�\, l ► I ► 11 f I I f / I / / OF AIO J 1 ► f i 1 I I / ,H. / / i , i OOOL 16'-0" (15t Floor Framing Dimensions) C (15t Floor Framing Dimensions) D list Floor Framing Dimensions) A8 AS FREDERICK Foundation Walls Extend ROBERT 2" Beyond Porch Framing ------------------ --------------- Above (Typ.) ---------------------- WEBER 0. --------------------------- -------••--------------- ------------------------- ----- -� - I 111 r------------------------ ----------------------- --- --------------------------- -- -- II l i I Location of I l i ARCHITECT I I �' I Post Above 4'-2 1/4" " I I I i Ip" 8'-4" 1 1 1 I I --------------------- --------- ---------------------ab II i I I UNEXCAVATE 1 I 1 Ledger Shelf for Conc. Slab 1 1 1 :4" Below Found. Wall (Tgp.) / i---- IJ I I r---------------- ------------------------ / ---=--------------- ------ 1 I I I O / oo / /'-- ------ -, 10' 1 16 -8 14' 8 I 19'-8" 1 8" 411 I 1 in 10, 8 / L--------------- I r/ Profile �-- I - I � 14 L--- 4 4 14 5 10 I 0p I I 1 of Patio 1 — I 1 r---------------=-------- -- ---- J I 1 rT- - I -� 1 I I L------------ -r --------------- 5" 9" Beam 1 UNEXCAVATE Pc cket (Typ.) 1 I = Retaining Wall r---- _ I I r--N - 11 I I I I = I I I Iii I I u 11 I r----------------I I ----- 1 O - oo I 00. ....I.....I........... .....I...I..................v-. ..I.. ... 1 I I 6 O 1 I O 1 r O Ln i...i..... ...� g1-01' - 1 19'-2" I - 41 8" 1 11'-6" 0 19,_8„ 0 1 �-- j 15'-8" 1 _-� L I I --- -- -' 1 V L I 1 I I 16"xlV Conc. i C _ = I I I V .. . . ..,9. . ................. . . I I ..................... .........:...........Piei's.to......................... 1 1..............................................:............� .�.. ............ .. . 0. ........................:...............................0. ...........1.........1..1 I I 14 'IJI 360, 16 oc 1.0 b 14 L _ - _L J Virgin Soil 1 i i' In 'nOD a� I I - --- -.\ j 1 11'-I" I- 20' 6, �I I _J 1 1 15,_3" 1 P � I Profile of \ 00 \ \ I oo Pro he I D I I \ \ I Block Solid I p� I L" \ ` I 1 Under Bearing i BASEMENT 'n I I Flrepl6ces 1 I -u I I I \\ v \` \�- ----------------- -------� I Points l yp.r---, r-----, d. 1. • I Abov� i 1 O \ \ Ti I I 1 HSS 4 4x3/8 5" P. :Conc. Slab w/ x 1 1 0 \ 1 I W12 45 Steel Gir er k I Column on 6"x6" 10/10 WWF Reinf. N 1 ' I ,� I I v I I ' A \` \ I— + —�- + —: — — — — — ,: 1 36"x36 xl6" I ( 1 I > I I I A ` 00 I Top of:Slab 1 L-_i I 1 O I = 1 n \\ I I I _ _ _ _ I I I P. Con:. Ftg. EL 92':10 I/2° Al \ r--———————————— + —— ————————-�IIJ I r � T —, = I I r II 1 \ I " " I I I oo w/ (3) #5 Bars 5"x9" Beam L_____J I L__ J L•T--- _-- 1 I 1 '111' Pocket (T ) I i -t-- Both Ways : I , I 1 I- I n , \\ \ Illi 9P I I I C`+ -- 12'-4" r-----, 8'-2" � i d 1 I I u \ 4'-II 3/4" I'-0 I! ' I I'-0' 1 14'-�"1 �III� 11'-I" r— , - i 1� -------------------------- I Apron i ` I I I '11' I I _ W12x45 Steel Gilder I — i 1 1 Apr ---i • 0 tiorial i4reawa I I Floor Joists I I I p y l i iii '111' 112"oc Undler I I I I III I O I.� L-- M i I For Edrejs Window I Island III o III �, , ( I�f JI 360, 16 oc 1 I 1 0- L 1 1 I ii iti VIII' I - - ' VIII i-- { --i I I --------I- L-------- I , VIII I I 10 t7 I > In(3) 1.4" LVL Hdr. (Flulsh) I (3) 14" LVL F.J. L----------I- �' - I I i III --- -- ----- -- -- --- --`-=-=`_— -===v----- - - III I ,0) V III Up 2OR a 1 1/8'- I /8 I ----- i I VIII — i i� III t-- c+l I 1 HSS 4x4x3/8 r ----- `r IIIA Column on L - - - - - -L J1j: V ------- i �, �I I I i 36"x36"xl6" N i i tt' II'-10' 6" III ---r �r-� I I I_ DRAWING TITLE: / /r 1 111' P. Conc. Ftg. - I" - 3 -8 3 -8 6" 15'-0 1 1 I / - I 111 w/ (3) #5 Bars ' III ----- I iv ----- r �____ 1 III Both Was ' 13'-2' `� I __ __ ' v FOUNDATION r- -, y Il'-6:" i III --$_ -------, 1'-10" I +--L-- ------------- i W12x45 Steel Gird r 1 1 I _ -----1 i ; ; ; I 1 0 , / `' . •_� 'I—•—•—• , — T-711L � I _ 1 '��' � SII I. = Retaining W Up /i/ III I p I 11L---- ------- J Retai all --- L----------- --- J = I I I I r--- ----, +—�------- -------- ------ r—I --J — : -- tv r-----------� I 1 y I I I I I IL L ---------------- 4, III 1'-2" I I I / / / / �` / 0• `z/// ri `�. /i 1 _ Foundation Walls (T ): r------ ----------------� ---- -----� I L— I yP O Ledger Shelf :for Conc. Slab 1 --------- - I 1 I 12" P. Conic. Found. Walls w/ ' i 4 Below Found. Wall lTyp.) UNEXCAVATE >;6 Bars 32"OC Vert t Horiz. JOB: r, Outdoor / `� `� �� `�' / /i , �// /i /i i I I / �, 1 - Centered in Wall, / Shower- -1 1 r--------------- Dampproof Below Grade Il -6 ll'-2" 2' I 10" 8 -0 DIPIPPO Footings: o RESIDENCE � /i v \ i p, �• 1 I ----------------------------- 1 ! I w/'(3)"#5oBarsContnuouts �\ pct r \` �_� rr`D� n)�0 'future L------------------------ tr SCaur)r //� S BSMT. BATH / o_ _ _ _____ _ _ _ _ _ "' I 2240 RUTH ROAD // i •`�\ �`�� // - --- ----= '-------------- ----------- - ---------- ---- - ---} MATTITUCK. NY 1700 Foundation Walls Extend _________T ____ D TOWN OF SOUTHOLD 2 Beyond Porch Framing AS SCTM 1000-IOL-01-5 Above (T ) yP --------- / ARCHITECT: FREDERICK R. WEBER /// // �� \\�` ✓ � 41 EAST MAPLE ROAD 11'-6" II'-10" 8'-8" 6'-2" 9'-10" GREENLAWN. NY 11'140 UNEXCAVATE �`� \�> ATH WATER MILL. NY 119%. NO � FOUNDATION � � � � I �'T1�r TEL L31 'i5Q-5555 I �j 2'x2' Conic. ,� fweberarchitect gahoo.com Piers to Foundati n Walls (Porch/Garage.): Virgin Soil 10" P. Conic. Found. Walls w/ 44 rs 32"oc Vert d Horiz. SEAL: q� Ce ered in Wall ,•�. ootings: AS 22"x 12" Cont. P. Conc. Ftg. w/ (3) #5 Bars Continuous NOTES: ¢ ' , I- ALL CONCRETE TO BE 3500 PSI AFTER 28 DAYS. 2- ALL FOOTINGS TO BEAR ON UNDISTURBED SOIL AND AT A MINIMUMSHALL D HAVE A 2" KEYWAYEPTH OF 3' AND RLOW D NFORCI G PER FOUNDATIONE. CONTINUOUS WALL GPLAN. COLUMN FOOTINGS SHALL BE SIZED t REINFORCED PER FOUNDATION PLAN. 3- FOUNDATION WALLS TO BE OF THICKNESS t HEIGHT WITH REINFORCING AS PER FOUNDATION PLAN t SECTIONS REV.: 4- ALL STEEL GIRDERS BEARING ON P.CONC. FOUNDATION WALL TO HAVE -4"x6"xl/2" B.PL. DATE: OCT L. 2020 3, \ \\ // // (UNLESS OTHERWISE NOTED) SCALE: I/4" 5- ALL COLUMNS TO HAVE 6"AC"A/2" B.PL. (UNLESS OTHERWISE NOTED) JOB NO: w202001 POURED CONCRETE SLABS TO HAVE 6"x6" 10/10 WWF REINF. 9�4" \� / PROVIDE 1/2 EXPANSION JOINT AT SLAB PERIMETER. DRAWING NO. `X / ` 7- STEEL SHALL BE ASTM A-36 (EXCEPT / J PIPE COL WHICH SHALL CONFORM TO ^ J ASTM A53 ROUND PIPE). STEEL WORK SHALL /oma CONFORM TO THE LATEST RISC SPEC. 8- DOUBLE ALL FLOOR JOISTS AND FRAMING UNDER A 2 PARALLEL PARTITIONS AND AROUND ALL OPENINGS. 9- ALL WALLS SEPARATING GARAGE FROM HOUSE OF AIO TO BE I-HOUR FIRE RATED (5/8" TYPE "X" GYP. BD.) f C A8 D FREDERICK ROBERT WEBER --- __= a =__________° ____ __________________ __________________ 7'-0 II/32" II'-1 13/32" 4'-II 3/4" 7'-0 1/2" 8'-II /4' 1 °' 21'-0" "; ARCHITECT I REAR PORCH �� I I o Dn 2R r / �- 2'-3" 6'-O" 1 I/ ' 3'-�3" 1 I/ " 6'-0" 2'-3" qtr —2`If 3M" �2-t V4' Ire° 3'� err'-2" 2-a 1/ „ 6,i i s 3 / SQUARE FOOTAGE: _ IST FLOOR: 2116 SF ALF _ 2ND FLOOR: 1444 SF TOTAL LIVING: 3560 SF03 r Ln GARAGE: 700 SF` Brick Fireplace ✓ \ / \ . �, a- 2 - 3 -I 2 10 3 -0 3'-0" I_4FRONT PORCH: 216 SF \ \ . - t Chimney �,^ \ / ---------------------------- --- �'— REAR PORCH: 428 SF3'-6' 0., \ / \ :�� --------------=-------------`A - v I I I-1 SF \\ // \ �, I I i� I I O O SCRESIDE E PORCH: 326 SF I I I 2 I I cv I 6" I �, 16i-O" �•' i 4'-0' 17'=0" 20'-0" 2'-O" I I I 13'_6" I I I (2) o PATIO 1 -'-----�-----=� ---_ ----------------------------- -- cr .... .........I....i.. .... ..... ...........i. i.. ,)(,\— O — -- ....................... ................ F--- ----------------------------- -- I I I Lin I II II I SORE N ORCH I 1 1 1 1 I V 1 cv I :9 1 1 I v 1 ................ ..... .. .::... .................. . ................:..:........ o. ..... ....................0 .......................... ..................................... ....... °O ........................... Prefab 1 _� E I... I... �'. . / \ : _ - DINING ROOM GREAT ROOM Pro ane IrT,I / \ "'g4' Firepilace 1 I I I I I / \ I L———- ----------------------------- -- ----------------------------- -- ��\ 3 -0,. \ 8,_9y,••. 36 ire Prefa I O RidgeII 0 N— —_— —_ -------------- ---- ° in 00 bD A ��-, - _ = Liro..pHEErr ------- --- --------------=-------------� ---- .. . ..Firepllate Mgl 1 III A I'— ILO./ Be!.VX Coffee ro. , O I , i� q,_.0, --I --• I - --�� u, 8'-2 4.. i 6'-0, 2.-i0" 4 -6" 4'=0" 4'-6„ 2,i0 ---6ro-Ilea-er==---- _ T-O, 113„ 4,_ EN , -- 0 32 11 ro o OFFICE BUT ERS PANTRY Y o , 2" 22" 11 I 1 III O i— I-- la g® i - 1 1 FOYER 11 H I I �� III �� i Co Wine rH(a��d tr I I I I I i I I I M iRe . "" 0 - ; ' I I 30 -- `-- o b � , I , v Up 18R Dn 20R i 28" 81, i -------------- I I f-- I _ ------ --- --- _ 28" X 30" COATS n II__ _1811 " - " I °° DRAWING TITLE: 31-811 10'-6.. 4.. I I 3'-8., �,I Il'-0" -u, 4'-8" 4„ 7'-0" 4" -8 -8 " 1 5'-0" 4 01 6 PPDER1 - — 8 L—————— I i MUDROOM 18, o I I I I Ref. ---- Sm� DW Model Numb rs Refer to "Andersen" A-Series, PG50, 28" Low-E4 w/ rgon Glass, Simulated Divided Light O — _ Up -� o WIN OW SCHEDULE Line of 2nd Floor v- . Krj-:� - Co`,�I door y„ i+l O _3, „ 3 ,-: 2 1 I - Area E JOB: o er _ I �2-3 I/2" 2'-6" 2'-�" 2'-3 I/2" Unit Model # R.O. Opng gres O y,. Stora _ � FR NT PORCHI � JO JO - ® ADH3250 3'-2"x 5'-0" Yes DIPIPPO 3'. D° I-� I/2' 2'-e" 2'-8° r-6 v " " RESIDENCE 9" rT " © ADH3058 3'-O"x 5'-n" Yes II ---------------------- ---------- 2240 RUTH ROAD ------------ Dn - -- ---------------------- -------------- ------- MATTITUCK NY O � ,�,/�,c\ `em © ADH3050 3'-0"x 5'-0" NO TOWN OF SOUTHOLD eme�Ti ;D 1 o On 3R D OD ADH2858 2'-8"x 5'-8" No SCTMS 1000-I04-01-5 APW5058 5'-O"x 5'-8" No ARCHITECT: ` � O O Nv ry U . O ADH3044 3'-0"x 4'-4" NO FREDERICK R. WEBER O 41 EAST MAPLE ROAD Ir 8'-8" 6'-2" OG ADH2844 2'-8"x 4'-4" No GREENLAWN" NY 11140 Ir 52 NOYAC PATH 4' HO ADH2444 2'-6"x 4'-4" No WATER MILL, NY 11914 a GARAGE'• . IST F PLAN �O'�ry o AAN2824 2'-8"x T-4" No TEL 431 154-5555 fweberarchitectayahoo.com ADH2O44 2'-O"x 4'-4" No SEAL: ' L ADH2434 2'-4"x V-4" No �p II �i� �`�\ ry�N ` � C A8 O ADH2O34 2'-O"x 3'-4" No > O AAN202O 2'-O"x 2'-0" No FRAMING NOTES: 3; �'` �' ��` � �� DOOR SCHEDULE I. ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR BETTER 2. ALL SHEATHING TO BE APA RATED, EXPOSURE 1, 5/8" MIN. THICKNESS OR AS NOTED. A /"� 3. ALL SUBFLOORING TO BE APA RATED STURD-I-FLOOR EXPOSURE 13/4" MIN. THICKNESS. ALL EDGES OF PLYWOOD Unit Model '# Width E Height Y 6 O TO BE SET ON SOLID BLOCKING. GLUE AND NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. 4. ALL HEADERS C-O" AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS, 9'-0" AND OVER WITH TRIPLE UPRIGHTS. O Front Doors (Parr) (2) 2'-8"x 8'-0" (Door) ALL HEADERS SHALL BE A MINIMUM OF 2-2x8 IN 4" WALL t 3-2x8 IN 6" WALL OR AS SHOWN ON DRAWINGS. Simpson �`✓ 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED a 8'-0" O.C. O "Andersen" FWHIDio Door (R.O.) 8'-O" REV.: PROVIDE 2" SPACE FOR AIR CIRCULATION IN ROOFS. Frenchwood Inswing Patio Door (R.0.) 6. DOUBLE: FRAMING AROUND OPENINGS (Skylights, Stairs, etc.) OR AS NOTED ON DRAWINGS. "Andersen" FWGD6080L 6'-0"x W-0' DATE: OCT 4, 2020 � O Frenchwood Gliding Patio Door 1R.0.) 1. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS OR AS NOTED ON DRAWINGS. SCALE: I/4" a I"-O" 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALVANIZED METAL CONNECTORS BY "SIMPSON" OR APPROVED EQUAL. ® "Andersen" FWGD3380S 3'-3"x 8'-0" Frenchwood Fixed Panel (R.0.) ;ti 9. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S. BUILDING CODE AS A MINIMUM. ALL 2x6 STUDS SHALL RECIEVE 5-IOD NAILS AT SILL "Andersen". " " JOB NO: w2O2OO'i AND PLATE. ALL EXTERIOR NAILS SHALL BE GALVANIZED. Andersen . FWGD6080R 4'-O"x 8-0 ? , O Frenchwood Gliding Patio Door (R.0.) 6, 10. PLYWOOD SHEATHING TO BE NAILED WITH 8D 9 4" O.C. EXTERIOR EDGES AND 6D 9 IT O.C. INTERMEDIATE. "Andersen" FWGD111080-4 II'-10"x W-0" DRAWING NO. 11. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITH GALVANIZED HURRICANE TYPE CONNECTORS BY "SIMPSON" © Frenchwood Gliding Patio Door (R.O.) 49 1, 3" 12. ALL PRE-ENGINEERED LUMBER SHALL BE "TRUSS JOIST" TJI SERIES WOOD-[-BEAMS AND LVL PRODUCTS OR EQUAL. ALL JOISTS, "Andersen" FWHID2980AR 2'-9"x 8'-0" O" GIRDERS AND HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS. WEB STIFFENERS Frenchwood Inswing Patio Door (R.O.) SHALL BE REQUIRED AT ALL LOAD AND BEARING POINTS AT A MINIMUM. A SINGLE 1 3/4" LVL RIM JOIST SHALL BE REQUIRED AT FLOOR "Andersen" FWHID2980AL 2'-9"x 8'-0" PERIMETERS. HANDLING, STORAGE, AND ERECTION OF COMPONENTS SHALL BE AS PER MANUFACTURERS RECOMMENDATIONS. Frenchwood Inswing Patio Door (R.0.) A 3 13. ALL MULTIPLE LVL PRODUCTS W/ STEEL PLATES TO HAVE 2 ROWS OF 1/2" DIA, GALV. MACHINE BOLTS ° 24" O.C. "Andersen" FWGD2980S 2'-9"x V-0" 14. PROVIDE FIRESTOPPING AT ALL LEVEL PENETRATIONS. Frenchwood Fixed Panel (R.O.) 15. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS. SPACING NOT TO EXCEED 81. "Andersen" FWGD600L 6'-0"x 6'-II" OF AIO Frenchwood Gliding Patio Door (R.O.) I I C ,q8 D A8 FREDERICK ROBERT WEBER I I I I I I ARCHITECT R OF , 21 -0" OF i IL'-0" I I I , SQUARE FOOTAGE: F F -� 2ND FLOOR: 1444 SF UPPER GREAT ROOM: 422 SF 1 12 3 - 2' 0" i UPPER STAIR: 121 SF W ; ' DECK: '10 SF T 1 ROOF ���\ i i -� -1 _- 6x10 Tie Beams (T p.)---- I ------------ --------- ------ ------------ 11 f—i I I r- --- / �� I ao I. I I I : I 1 I I \ '. r- rnl ----- ----1 -----------------, / I I I I 1 : 1 I ------1------------------ ---, I ................... ...... .... ..... ..... ............. 1------------------ Ln I1'I-0" I I I \ 20'r0" I _� I L- `:\\`••.� UPPER GR AT ROOM I 1 I \ ••. I I I y y I I I Room/Ceiling Ii♦jge O I I I \ ' I _J , ------ --------- \ ------ ----- ��\ T------------ - 1 0 An 3 -1 I/2. I ..1 3'-1 I/2. I ;.I 3'-1 12,. I 3 -1 1/2" I \ i Ride g--\ / tI I I : I I I I ----------- ---'- ------------------- 2Metal FluesA -------------� --��_ ------------------- in Framed Ar------- - I. I I I :I I I I ----------- - t L-_ A� I 91 1 I I I I Roof Ri ge I I I `l�I �j Enclosure w/ 1 A-I I I Brick Veneer 1 I 30" I I �1 1 1 :1 1 1 1 i ...•i'..� Pitched Ceiling 1 1 C<, / . Open to Ridge ROOF ' I I I I : I I I / , I I o0 II II _ I I I 36 Barn :boor N 1111 r- ----. --- :�/ .•' - II I i , ` Rall 9 I 1 I / -0" 1 .••' 3 .I ® I _O.. 4,. I �,_.2„ 1 4.. 3. 8,. 5._6,. , . 4O„ 11.�....... 1111 - Chane in Roof Pitch d 1 1111 i 1 , 32 / .' UPPER F4ALL Flat Ceiling 9 p oo. 691-Ly i P I II II I Ride St m I W.I.C. `� i a /J. , 1111 ~ Sower ............................... , ��/ .• rn �---- -- - cY � L-- - rT - - - - - � C _ = - - v O� I LINEN i .• D 1 Bench I tr / Open to I , Below - DRAWING TITLE: 01 , 3" 3 -9, Ln i 2ND FLOOR Window feat Model Numbers Refer to "Andersen" A-Series, PG50, r r Low-E:4 w/ r on Glass, Simulated Divided Light o C 8 w/D I$" 1 � - ��. WIN OW SCHEDULE RooF ,y 3 rr a 1 R F ao - \\ r I 1 Unit Model R.O. opn9 Egres JOB: ADH3250 3'-2"x 5'-0" Yes DIPIPPO \ \ r o RESIDENCE \� 3'- I 12" T-6 1/2" -0" '-0" 3' 0 1/ I' 1/2' '1'-8" CL. r "� `r `r B ADH3058 3'-0"x 5'-8" Yes ry -- -- -- -- -- -- -- 240 RUTH ROAD O 24„ •� /r ^) 6, ,r © ADH3050 3'-0"x 5'-0" No MATTITUCK NY �'y A rr Dn 120° D TOWN OF SOUTHOLD O r/ a F r� A8 Q ADH2858 T-8"x 5'-8" No SCTM# 1000-I04-01-5 ^i y:, Q In r ,ti O 30" 6, / "� ,� O O APW5058 5'-0"x 5'-8" No ARCHITECT: /-A YOjr r 4'-6 8'-O" 4'-6" 12'-4" 8._8.. FO ADH3044 3'-0"x 4'-4" No FREDERICK R. WEBER 41 EAST MAPLE. ROAD O ADH2844 T-8"x 4'-4" No GREENLAWN. NY 11140 BR 3 / „ ,O 52 NOYAC PATH / 30 F rr HO ADI-124.4-4 2'-6"x 4'-4" No WATER MILL. NY 11974 Towel Storage in Kneewall r/ •� 8 I FLOOR F) LAN Ty JO AAN2824 T-8 x T-4' No TEL 431 15e4-5555 2� �3, \ I �l fweberarchitect gahoo.com KO AOH2O44 2'-0"x 4'-4" No SEAL: 24 ' \\.� BR 4� 24" � I/�('#1 = I,_o,� © ADH2434 2,_4„x 3,_4., No �,.,. . .-. .. b ,r ROOF 1� A8 O ADH2O34 2'-O"x 3'-4„ No � \ / O AAN202O T-0"x T-0" �No FRAMING NOTES: r I. ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR BETTER DOOR SCHEDULr 2. ALL SHEATHING TO BE APA RATED, LXPCSURE I, 5/8" MIN. THICKNESS OR AS NOTED. 011 3. ALL SUBFLOORING TO BE APA RATED STURD-I-FLOOR, EXPOSURE I, 3/4” MIN. THICKNESS. ALL EDGES OF PLYWOOD Unit Model 4 Width t Height Towel Storage TO BE SET ON SOLID BLOCKING. GLUE AND NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. �O„ r 24" in Kneewall M'ti ry`Q 4. ALL HEADERS C-0" AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS, T-O" AND OVER WITH TRIPLE UPRIGHTS. O "Simpson"ntDoors (Pair) (2) 2'-8"x 8'-n" (Door) ALL HEADERS SHALL BE A MINIMUM OF 2-2x8 IN 4" WALL t 3-2x8 IN 6" WALL OR AS SHOWN ON DRAWINGS. 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED s' 8'-0" O.C. 2 "Andersen" FWHIDio Door (R.O.) 8'-O" REV.: / / /6 PROVIDE 2" SPACE FOR AIR CIRCULATIOI`, IN ROOFS. O Frenchwood Inswrng Patio Door (R.0.) L. DOUBLE FRAMING AROUND OPENINGS (Skylights, Stairs, etc.) OR AS NOTED ON DRAWINGS. 3 "Andersen" FWGD6080L C-0"x 8'-0' DATE: OCT L. 2020 / O Frenchwood Gliding Patio Door (R.0.) g, O R00 ,� 1. DOUBLE UP FRAMING UNDER ALL POSTS A'JD PARALLEL PARTITIONS OR AS NOTED ON DRAWINGS. O „ SCALE: I/4" I'-O" 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALVANIZED METAL CONNECTORS BY "SIMPSON" OR APPROVED EQUAL. 4 Andersen FWGD33805 3-3 x 8'-0" 3'6„ Frenchwood Fixed Panel (R.O.) O r� n, 9. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S. BUILDING CODE AS A MINIMUM. ALL 2x6 STUDS SHALL RECIEVE 5-I0D NAILS AT SILL JOB NO: w2O2OO'1 z8 r Q; AND PLATE. ALL EXTERIOR NAILS SHALL BE GALVANIZED. 5 ON FWGD608OR C-ON 8'-0' O" gyp„ O Frenchwood Gliding Patio Door (R.O.) \\ /r 10. PLYWOOD SHEATHING TO BE NAILED WITh 8D 9 4" O.C. EXTERIOR EDGES AND 6D 9 12" O.C. INTERMEDIATE, DRAWING NO. "Andersen"' FWGD111080-4 II'-10'x 8'-0' 11. ALL ROOF RAFTERS SHALL BE ATTACHEC TO THE PLATE AND STUD WITH GALVANIZED HURRICANE TYPE CONNECTORS BY "SIMPSON" © Frenchwood Gliding Patio Door (R.O.) 12. ALL PRE:-ENGINEERED LUMBER SHALL BE "TRUSS JOIST" TJI SERIES WOOD-1-BEAMS AND LVL PRODUCTS OR EQUAL. ALL JOISTS, "Andersen" FWHID29BOAR 2'-9"x V-0' GIRDERS AND HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS. WEB STIFFENERS OO Frenchwood Inswing Patio Door (R.O.) SHALL BE REQUIRED AT ALL LOAD AND BE4RING POINTS AT A MINIMUM. A SINGLE 1 3/4" LVL RIM JOIST SHALL BE REQUIRED AT FLOOR "Andersen" FWHID29BOAL 2'-9"x W-0' 3: PERIMETERS. HANDLING, STORAGE, AND ERECTION OF COMPONENTS SHALL BE AS PER MANUFACTURERS RECOMMENDATIONS. 8 O-- Frenchwood Inswing Patio Door (R.O.) A4 13. ALL MULTIPLE LVL PRODUCTS W/ STEEL PLATES TO HAVE 2 ROWS OF 1/2" DIA, GALV, MACHINE BOLTS ° 24" O.C. "Andersen" FWGD29805 (R.O.) 8'-0' 14, PROVIDE FIRESTOPPING AT ALL LEVEL PENETRATIONS. Frenchwood Fixed Panel (R.O.) 15. BRIDGING TO BE PROVIDED FOR ALL J015TS AND FLOOR BEAMS. SPACING NOT TO EXCEED 81. "Andersen" FWGOLOOL C-0"x C-II' OF AIO Frenchwood Gliding Patio Door (R.O.) I I Ix8 "Versatex" Rake Bd. w/ Ram's Crown t — I I 12 Ix6 Freize Bd. Framed Chimney Enclosure Faced in I" Brick Veneer I I 12 A�,FHAIF Rn FREDERICK ROBERT I I ` —— —— ———— —T WEBER I I Cricket FT� ` Ak 1 —� IHa ipI k an 1 — ARCHITECT w/ 3at i en , 12 oc I 5/1 x6 'Ve at d_ w/ Drip Z — --- -- -- - — — — — — — — — — T — — — — — — — — ------ — — — — — — ------- ———— — —— — — I I --------- ———————————————— I I _T11 20' 0" F Wlndows in 5/ xeri IlFM A5phalt f�n 5, roriz. a i in 6 Exposure) O O O 4x Pressure re t d >O OF Post. Encain Ix i � I 1 i (jqhle Rail 1 11 V_NI II I a I Star In— .y ....... ... .. . _— — —I �lum 3 ing_ T — — — _ - - -Ix6 "Versatex' W n Fascia Bd. w/ I =—— —————— —————- HaIF Round ul Galvalume Gutter I I I I I I I FM 7MI I 1 1 I I I I I I I I rn :I : M FTI 2 ;L I]:,: I I I II III Bronze ScBening I I I OI O I I I I I I --•-■B--'----I-----B------IIIIIIIIIIIIIII1—II--II—iIIIIIIIIIIIIII1 ._—._IIIIIIIII. .—... --�-- — — _I IIIIIIIIIIIIIIIIIII —I I 1IIIIIIiIIIIIIIIII —IIII "•rI14I — I 6f--I$—_--_=K——,•;----o'—i---�_--:—K------`--0------I IIIIIIIIIIIIIIII� �—Ii 1I1IIIIIIIIIIIIIIIII --I —.--. —._..—— —- -�IIII1IIIII1iII --TIII1IfII. —IIIIIi iI1IIiIIj _III�IIIIIIIIIIIIIIII\ IIIIIIIIIIIIi1 x' IIIIII IIiI IIII--_—_ IIIIIIIIIIIIIIIIII --J1BI �—a\cin 1ahogan Frames) ----- tjIIII \o ——I BaII— a—c 1 Fireplaces w/5 I I l, l 2 Brick Veneer VA CA 9 16 91 I'll 6x6 Pressure Treated x6 Pressure TreatedI" Stone Veneer Facing I I On PorchFound. Wall Post, Encase in IAO Post, Encase in Ix8 "Versatex" Trim w/ Base, "Versatex" Tri.m, Bolt toAbove Glade Cap t Brackets. Bolt to Found. Wall, Strap to Hdr. Found. Wall, Strap to Hdr. --———————————— —————————————————— ———— ————— --—————— ——————————— — I ——————— ———————— —————————————————————— ----- --- 1 -------------------------- -------- -----__ _------- -----------_---' 1,_0., DRAWING RAWINE3GCTI 1CLKHL'TTI:RRT 4-N .O L—Y.. EW 5A5: L— —J : L — L ELEVATIONS ONORTHELEVATfN (NORTH/SOUTH) r JL12 - -- - — —— ———— 12 JOB: 11 1 Ix8 "Versatex' /7. RI Ram's Crown 9 RESIDENCE T——————— -- Ix6 Freize Bd. I MATTITUCK. NY - TOWN OF 5OUTHOLD 5CTM# 1000—I04-01-5 --------- ------ --- - - - :....... .. . .. .. 41 EAST MAPLE ROAD. . ..... .. ..................... . ............. . .. ...... . ............ .. ............ GREENLAWN, NY 11140 .......... ......... ......... . ... oriz. a Siding ANOYAC PATH (6" Ex osure) Pweberarchitect6gahoo.com M -AL:,'Sta Ing eam Alum Ro Ind r IL - - — r — T — —————— —— — — Windows in 5/4x 4 .. .. nA- eies.------------:------------- ---------= H Horiz. La Sldin EM ( " Exposure) lelid REV.: .. ......... . . .. ...... .............................. ................................ DATE: OCT L. 2020 — SCALE: 1/4" I" Stone Veneer Facing JOB NO: W202001 On Porch Found. Wal Above Grade DRAWING NO. J I --——————————— I A5 I I I I I I I I I I I I I I I I I I I I I I I I I i I I I I I I i I I I I I I I I I I I I � �I YATIQN I i I I I I I I I I I I S1OU H I I I I I I I I i I TIi I I OF AIO II I 11j---------------------- -- -- ------ L—J- ------ --=- -----------1--1------------- —L-----------J--1---------------rl I rJ L L 1 r J V T--------------------- ---------T J Q T --------------------1_I_1-I-----------T L T----------- -J--------------- 7 _ I ___ L---__-------------- I J L___J L___J L__—J L ' I I i I , I I I I I , I ' I FREDERICK , I i I ROBERT Asnhalt Roo 55 ingles- I � WEBER I I _ , I I I ARCHITECT I I I I I I I I I i � I .......................................................... . i ....: .... � .... ..t.. ........................................... ...... I. i X er5a ex Rake bid. w I I ` ams Crown tr Ix6 Freeze Bd. W I i � 00 ' T 1 i � fvJ I i � Ha ipl ilk an s ' w/ Ba en 12' oc Standing elm , Alum Ro Fin W - - - - - - - - - - - - - - - - - - - - - -t- 1 17 I I - -------------= I _ I� Andersen" - eries Windows in bV4x 4I I V1 ersatex asin I -37)71 _ II ----- -- -a - II OB oriz. tap Siing B 6x6 Pressure Treated xposure O 4 Post, Encase In Ix10 I 0 , "Versatex" Trim w/ Base, I -10" �,_6, , Cap t Brackets, Bolt to I Found. Wall, Strap to Hdr. o I p I I i _ I" Stone Veneer Facing n I I I I On Porch Found. Wall Above Grade I I I I I I I I I I I I JLl 1 11 1 I------ - I I I I I I I I I I I I I I I I I I I I I I I I I —————————————— DRAWING TITLE: r J ——————————— ——————————————— — L L I I I I I I I EAST ELEVATION ELEVATIONS (EAST/WEST) ---------------- ------------- JOB: DIPIPPO RESIDENCE IxE "V rsa x" Rae d. ul 2240 RUTH ROAD Ra 's ro t MATTITUCK. NY Ix6 Fr ize d. Ha ipl k an is ,' TOWN OF SOUTHOLD w/ Ba en 12' oc SCTMtt 1000—IOL—OI—S I I I i t I I I I - FREDERICK R. WEBER --- :.............. . ................... r——— - 41 EAST MAPLE ROAD _ GREENLAWN. Cs oriz. a i in NY 11140 „ I 6 osure i III lel i \: 52 NOYAC PATH — L i I ` ��� WATER MILL. NY 1191L t- II II j jll 11 itJIII TEL 01 154-5555 Pweberarchitectegahoo.com di la f an Is SEAL: _ ,♦' _ _�_ _ __ __ _ _ __ __ __ __ __ w B tt ns I -_ _ __ -- -/------ -- - ---- -- - ---- -- - - -- - --- -- -- -- -- ---- -- -- -- -- --- L-T 1 - - - ------------- ---------- -- ---------- I II ----- ----- - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - Lj II -� ------------ --- - --------------- 11 II I I , v er5dLex Casing II I I 6x6 Pressure Treated I j I I ronze S reening O O I K I Post, Encase in Ix10 , , I I i flahoga y Frame Versatex" Trim w/ Base, Cap it Brackets, Bolt to I I I I I Found. Wall, Strap to Hdr. I I I I I Outd or O O I I Horiz. La Siding I i Shower I "I II,_0„ I ..I I r I i REV.: xposu_14 if f _ __ _ I DATE: OCT L, 2020 -- -- --- UM- - M SCALE: I" Stone Veneer Facing On Porch Found. Wall I i I I I I I I I I I JOB NO: w202OO1 , I I Above Grade I I I I 710 1/2° I I I I I I I DRAWING NO. II I I II I I I I I I , 11 I I II I I I I I , I 11 I I II I I I I I I , WEST ELEVATIONAo II I I I I I I I I I i I I I I I I I IL , , , — i i OF AIO II Ir-I--------------I----------I---------------------------------� I I I r J r J lJ r____________J_____-___J I I I I I I I I L-_ L__L_1 L___J FREDERICK ROBERT WEBER ARCHITECT Strap Ridge w (2) 14 L V L ............. ....... aw ........... .... .... ......... .. ............ .... ......... ... ... . ... ........... ....... ...... ............ ............ ......... ........... ........... ............ ............. ........... ........... ..... .. .... ...... ....... ..... ... . ... .. . .. .... ..... ............ Ridge ... ...... 6" lose Cel Spre 1 5/8" Plywood Foe I Ins L ation (R39 Roof Sheathing Roof (Typical): C 2xI0 R.R., IC oc 12 IRaM5 rownx8 Rake E3d. 6x� "King "Flying Gable" 5, ............. ...... ............. ............ ............ Post (Typical) (High Wind Nailing) 12 Shingle Underlagment 12 2xI0 R.R. 14 d (Per Manufacturer) 5/8" Plywood EF 6x6 "Web" 2xI0 R.R., l4" oc 9 :1 & 4" Closed "Hurricane Straps" rag Ice ! Water Shield Foam InsulationAll Rafters orti5e Roof Pertmeter 6x1 ......... enon Joint "Hurricane" Strap ATTIC4XIO Collar Tie, 4'oc T±) on All Ra tei-5 2 0[ R.Rj 16"0 1 2xjlc.j.[ Icoi �1 �I N Clq. Ties f ........ ... ... ....... . . ...... . . . ......... ..... ...... ........... ............. ........ Double it Thru Bolt RiFters ..... ............ Plquid. Sheathing (4) 3/4" to Lap Wall E Either Side of Tie - - ------------------------ ..... I Machine Bolts Brackets (Typical) 2X8 C.J., 14 oc r2) lx6 Fascia l3d. 0 Collar ie5 1/2 Found (Typical) Alum. Gutter L EAR STAIR HALL R 2 x�f Ix4 T(G Soffit ............. . ........ f 16" OR T 4LF2 OW' Gable Ends (Typical): T 12 DRAWING TITLE: 3 1/2 Hardiplank Panels 0 w/ Battens, 12" oc 301t Felt T SECTIONS, BATH 3 4 j 5/8" Plywood Sheathing 4XI0 2x4 Studs, 16" oc ;-------- ------------ - (Begond) g. les, 2xlO C.J., 14" oc 2" Closed Cell Spraq 14" TJI 50 F.J I oc - ----- --------------- Foam Insulation (R13) 3/4" Plywd. Sub oor 3 1/2" F.G. Batts (RI3) ........... .. ..... ... ......................................... ....................................... ............ .......... .......... ... ....... ... ........ ............ ........................................................................................................................... qpsum 8" Open Cell 5 a Fireplace Foam Insul. (R39)r Walls (Typical): JOB: Horiz. Lap Siding i i OFFICE (C Exposure) L R, IS I IF O�T P,00lll 01PIPPO T EUT--rl Ij k, a 30a Felt RESIDENCE OD 5/8" Plywood Sheathing 2x6 Studs. 14" oc 20'�O" 2 41, 15. L�L 2" Closed Cell Spray 2240 RUTH ROAD Foam Insulation (R13) MATTITUCK. NY I IWF. 4"oc 14" TJi 360 r.J., 14"oc 4- 3 1/2" F.G. Batts (RI3) 3 F 3/4" Plgwd. 5ubfloor 5/8" Gypsum Bd. TOWN OF 5OUTHOLD I --- --------------------- -FF Elev +10�- r j SCTM# 1000-11OL-01-5 I I ITT I L, I If T I I -------------------- ----------- ----- ------- Gar. Slab Elev +104'-0" 4" Closed Cell Sprag (2) 24 Pressure Treated Sill, ARCHITECT: wul" for 0 nsu. In 5/8"0 A.B., 14". 32" oc L5" P. Conc. Slab I IFire Protection `\ Box-Bag Area Copper Terrmite Shield j w/Cx4% 10/10 FREDERICK R. WEBER Sill See[ WWF Rein('., Set on Metal X-Brdg. 41 EAST MAPLE ROAD Compacted Granular Fill Mid5pan HSS 4x4x3/8 2" Closed Cell Spray GREENLAWN, NY 11140 (T g p.) Col. on 36"x34"xIC > I Foam In5ul. IR13 P. Conc. Ftg. w/ (3) I 52 NOYAC PATH WATER MILL, NY 1191f, UNEXCAVATED A EB:-5:E:M:E�N:T] 3; Bars Both Was Foundation Walls: 0 O 12" P. Conc. Found. Walls w/ Jt4 Bars 32 oc Vert ( Horiz. TEL 431 "154-5555 Centered in Wall, f weberarchitectsphoo.com Dampproor Below Grade 94 Dowels, 32"oc w/ SEAL: Standard Hook, Extend 5" P. Conc. Slab 30" into Found. Wall . .I . il• ii W/CXC, 10/10 WWF Reinf. p Toof Slab El +92'-10 1/2" Footings: --- ------------ --------------------------- -4 ———-- ----=----------------------------i --- , 4-1 —-- 4- ------------------------------ 24"x 12" Cont. P. Conc. Ftg. Bottom oF: Found. Wall w/ (3) 45 Bars Continuous Top of Foiotin , El +92'-F,::1/2 SECTION BB SECTION AA REV.: DATE: OCT 4. 2020 SCALE: 1/4" = I'-Oa JOB NO:' w202001 DRAWING NO. A7 OF A10 FREDERICK ROBERT WEBER ARCHITECT W 14 W I--I Strap Ridge V 1 ....... ::: (2) 14" LVL W Ridge 12 2x6 Collar Ties, E6 oc •::;�., O 2x4 Rafter 2x10 R.R., 16" oc Brace: Ix6 TdG Cedar Bd. : trap Ridge 2x10 C.J.,:16 oc 6x10 Tie Beams (48" oc (2) II 1/8" LVL Ridge I I 2x10 R.R., 16" oc I 12 I I i 12 Overlay I DRAWING TITLE: Roof - Windolu HALL W.I.C. MBR 2 MBR DECK Seat II 1/8" TSECTIONS JI 360 F.J., 16"oc 2x10 R I 3/4" Plywd. Subfloor cn .................... x10 C.J., 16" oc 6x10 Tie Beams (48" dc ±) ',- 2'-4" 2'-8" - 2'-10" 3'-0" -9 1/2" 2'-6" II it II II I I I I I I I I I I I I f Hood I I JOB: o Micro o DIPIPPO I I I I FRONT PORCH KITCHEN DINING ROOM - REAR PORCH I I I I ► I 0 RESIDENCE I Range 81.0. ► I I I I I i I 360 F.J., 16"oc i 2240 RUTH ROAD I 14" TJ I t Island 3/4" Plywd. Subfloor I I MATTITUCK, NY 14" TJI 360 F.J., I6"dt I j 6'-6" m 16'-6" 12'-0" 10'-6" I „I 3/4" Plywd. Subfloor r, I I I TOWN OF SOUTHOLD SCTM# 1000-106-01-5 e 6" "Roxul" for ,•; Oe ; 6" "Roxul" for ,° ARCHITECT: inl I I (3) 14" LVL F.J. Fire Protection la I I •I :: Fire Protection 4 (Under Bearing Wall Metal X-Brdg. i i Metal X-Brdg. I I FREDERICK R. WEBER J I I ° Midspan I° I I J Midspan a° I 41 EAST MAPLE ROAD 2" Closed GREENLAWN. NY 11140 I I I I I I I ell Spray 2" Closed Cell Spray i i i i Foam Insul. ( 13) I 52 NOYAC PATHFoam Insul. (R13) I WATER MILL, NY 11916 1 I I I• I I 1 �> I° I ,i TEL 631 154-5555 BASEMENT i i p i BASEMENT i II fweberarchltect9gahoo.com I I I I I II I I II °I I I I° I .gyp •I I ql° SEAL: J I I 5" P. Conc. Slab I• I J ' I° II I II Top of Slab 5" P. Conc. Slab II I I w/6"x6", 10/10 II I II w/6"x6", 10/10 II II I I WWF Remf. En II I II >I EI +92'-10 1/2" WWF Reinf. II ,II 11. I •II II, SECTION DID SECTION CC- REV.: DATE: OCT 6, 2020 SCALE: 1/4" - I'-O" JOB NO: w202OO1 DRAWING NO. A8 OF AIO SIMPSON LSTA - 20 GAGE RIDGE STRAP - ALL ROOF RAFTERS 2 x 6 TIE EACH F FREDERICK Joint Description Nail Sizes Nail Spacing ROBERT ICE SHIELD UNDERLAYMENT P 9 REQUIRED - 24" FROM EDGE ROOF FRAMING WEBER HURRICANE CLIP Rafter to Top Plate (Toe-nailed) 3 - 8d per rafter TYPICAL. Ceiling Joist to Top Plate (Toe-nailed) 3 - $d per joist Ceiling Joist to Parallel Rafter(Face-nailed) 3 - 16d each lap ARCHITECT ALTERNATE POSITION OF Ceiling Joist Laps over Partitions (Face-nailed) 4- 16d each lap HURRICANE CLIP USE Collar Tie to Rafter(Face-nailed) 2 - 8dP er tie SIMPSON H3 Blocking to Rafter(Toe-nailed) 2 - 8d each end Rim Board to Rafter(End-nailed) 2 - 16d each end WALL FRAMING Top Plate to Top Plate (Face-nailed) 2 - 16d 1 per foot SIMPSON H2 HURRICANE Top Plates at Intersections (Face-nailed) 4 - 16d joints-each side MST31 METAL STRAP Stud to Stud (Face-nailed) 2 - 16d 24" o.c. rT'� CLIP NAILED. FROM PROVIDE Sd COMMON 9 ALL JACK POSTS Header to Header(Face-nailed) 16d 16" o.c. along edges w RAFTER TO STUD. - NAILS 9 4" O.C. AT w/ 4 - 8d NAILS TYPICAL ALL RAFTERS EXTERIOR EDGE OF ALL EACH END - TYP. Top or Bottom Plate to Stud (End-nailed) 2 - 16der 2x4 stud 5 - 8d NAILS EACH END SHEATHING TO LAP TOP 2 - 16d per 2x6 stud WALL PLATES 2 - 16d per 2x8 stud RPA RATED PLYWOOD TO Bottom Plate to Floor Joist,Band joist,Endjoist or Blocking (Face-nailed) 2 - 16d 1.2 per foot r EXTEND TO TOP OF TOP - FLOOR FRAMING w PLATE. 4 8d NAILS MST31 METAL STRAP TYPICAL 9 JACK POST Joist to Sill , Top Plate or Girder(Toe-nailed) 4- 8d per joist MST21 9 STUDS Bridging to Joist (Toe-nailed) 2 - 8d each end ~� w/ 4 - 8d NAILS 948" O.C. Blocking to Joist (Toe-nailed) 2 - 8d each end �n EACH END - TYP. = SIMPSON MST21 Blocking to Sill or Top Plate ( Toe-nailed) 3 - 16d each block `/ 1 1 1/2" WIDE - 12 GAGE Ledger Strip to Beam (Face-nailed) 3 - 16d each joist METAL STRAP 932" OC. Joist on Ledger to Beam (Toe-nailed) 3 - 8d per joist W FLOOR JOIST MAXIMUM. Band Joist to Joist (End-nailed) 3 - 16d per joist ^� Band Joist to Sill or Top Plate (Toe-nailed) 2 - 16d ' per foot DOUBLE TOP—� PLYWOOD SHEATHING = ROOF SHEATHING PLATE TO OVER LAP BOX HEADER 2 x 6 916" O.C. BEAM - TOP + BOTTOM. = Structural Panels 8d 4" o.c. perimeter zone STUDS SIMPSON MTSA I8-Z W/ other 6" o.c. edges of O (6) 8d NAILS TOP t panel , 12" o.c. interior BOTTOM 9 32" O.C. Diagonal Board Sheathing of panel " » " " 2 - 8d per support SECTION ELEVATION 1" x 60 or 1" wider 3 — 8d per support � CEILING SHEATHING n , Gypsum Wallboard 5d 7" edge /10" field SIMPSON MTSA 18-Z W/ F--) �(6) 8d NAILS TOP t WALL SHEATHING BOTTOM 9 32" O.C. _ Structural Panels 8d (see table 3.9 SIMPSON LTP4-Z W/ SIMPSON LTP4-Z W/ Fiberboard Panels ) (6) 8d NAILS TOP t (6) 8d NAILS TOP t 7 /16- 6d 3" edge /6" field BOTTOM 9 32" O.C. FLOOR JOIST BOTTOM 9 32" O.C. 25 /32" 8d 3" edge /6" field NAIL SHEATHING TO SILL PLATE 8d NAILS 9 4" O.C. _ = = TOP OF FOUNDATION wµ ;; Wallboard ,! „ . k(SHEATHINGTO LAP ILL PLATE) ;:'::'....,: t`:;-:.-::. - 7 edge 10 field DRAWINGTITLE: - Gypsum Wal 5d g / 2 tt 5 RE A -.•..., .. w, t.I . <•':r`: :y�.• ' Hardboard 8d (see table 3.9) 'r `7•• ` •• ' ' _ Particleboard icleb o ar d Panels 2 x 6 SILL PLATS 8d see table 3.9 )COPPER TERMITE SHIELD CODE DE TAIL S w/ f11 SEAL (TYP.). A Q TREATED Diagonal Board Sheathing : n 4' !I „ 1 x 6 ort x8! 2 - 8d eru s ort :�. 7'.. _ - 0 or widerFOUNDATION DG. per support r.;. FOR DESIGN/REINFORCING '•4'a 'f FLOOR OR SHEATHIN G :•r. lY .'1 ''�.•� wry*.'r• .},t- Structural Panels 6/8" x 14' A.B. 932" OC. 1" or less 8d 6" edge/12" field (HOT wl DIPPED PPPEDED GALV. OR x WASHER. HOLD DOWN + SHEAR CONNECTION CRITICAL PATH greater than 1" 10d 6" edge /6" field (H STAINLESS STEEL) Diagonal Board Sheathing JOB: ISOL !. " .! 2 - 8d per support ATE WASHER FROM '-- ------------------------- - --------------------:----- ------------------ ------------- 1 x 60 or " x 8" 3 - 8'd per support DIPIPPO ------ ------ .--------------------- --------- R E S I D E N C E SILL PL W/ FELT STRIP I�,-------- • • - �'� • • ----------------- ..:- ---�'� „ I I 'Nailing requirements are based on wall sheathing nailed 6" on-center at the panel edge. If wall sheathing is nailed l: II 3" on-center at the panel edge to obtain higher shear capacities , noiling requirements for structural members shall 2240 RUTH ROAD be doubled , or alternate connectors , such as shear plates , shall be used to maintain the load path. MATTITUCK. NY I`---"-"'-"----""- -""""'---'""'"" " 2When wall sheathing is continuous over connected members , the tabulated number of nails shall be permitted to TOWN OF SOUTHOLD be reduced to 1 - 16d nail per foot. I I I II SCTM# 1000-I04-01-5 -----------'" ARCHITECT: .................. �.... ...........' FREDERICK R WEBER 41 EAST MAPLE ROAD RROY{DE 8d COI4110N NAIL 9 6" O.C. GREENLAWN, NY 1140 Af.flLL.OTHER.,4REAS.ITYP. . . DESIGN CRITERIA: 52 NOYAC PATH WATER MILL. NY 11914 GROUND SNOW LOAD - 45 PSF. WEATHERING - SEVERE TEL 431 154-5555 PROVIDE 8d COMMON NAILS 9 4" O.C. 1 1/4" x 20 GA. GALV. STRAP 11/4" x 20 GA. GALV. STRAP FIRST LEVEL - 40 PSF. L.L. FROST LINE DEPTH - 36" Fweberarchitect9gahoo.com AT ALL HIGH PRESSURE ZONES w/ 5-8d COMMON NAILS IN w/ 5-8d COMMON NAILS IN LIVING AREAS - 40 PSF. L.L. TERMITE - MODERATE TO HEAVY EACH END 916" O.C. EACH END 916" O.C. BEDROOMS - 30 PSF. L.L. . . . . . . . . . . . . . . . . . . '.' DECAY - SLIGHT SEAL: —, • • • • • • • • • • • • • ' 1 1/4" x 20 GA. GALV. STRAP WIND SPEED - 130 MPH ICE SHIELD UNDERLAYMENT REQUIRED - YES .y w/ 5-8d COMMON NAILS TO I I/4" x 20 GA. GALV. STRAP SEISMIC DESIGN CATEGORY - B �' °`.a` � FDN. 916" O.C. w/ 5-8d COMMON NAILS IN EACH END 916" O.C. i 1 i E • t I 40, 11 "-"--------"" '- V\ DESIGN C RITE RIA: Pi J � . DESIGN IN ACCORDANCE WITH AMERICAN FOREST PRODUCTS WOOD FRAME ' CONSTRUCTION MANUAL FOR I + 2 FAMILY HOUSE - ENGINEERED DESIGN METHOD. off'` ,. ,:�• 2'-0" MAX. vn at�w5>xg% •tyt .r WINDOWS - GLAZED OPENING REV.: PROVIDE 8d COMMON NAILS 9 4" O.C. rt 2'-0" MAX. AT ALL HIGH PRESSURE ZONES k' ts }?9t 2 3d COMMON DATE: OCT 4. 2020 NOTE: HIGH PRESSURE ZONES ARE ALL AREAS ROOF P� N `` � NAIL PLATE SILL DTBERf�fOROW�NDOWTHE REQUIREMENTS GLAZED OPENING A �RO�SC�IOi�S 0��WIND-BORNE a SCALE: AS NOTED 4'-O" FROM ANY RIDGE, HIP OR GABLE END ?`�''`�' ' JOB NO: w202001 E 1996 AND OF ASTM E 1886 REFERENCED THEREIN. IN LIEU OF IMPACT RESISTANT GLAZING, WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS 4r4aasa' � OF 1/16 AND A MAXIMUM SPAN OF 8 SHALL BE PERMITTED AS OPENING {T10PROTECTION. ATTACHMENTS SHALL BE 2 1/2" 48 WOOD SCREWS, 19" (OC h. DRAWING NO. COMPONENT AND CLADDING PRESSURE ZONES FOR SPANS UP TO 6 AND 12 OC FOR SPANS BETWEEN 6 AND 8 �.��: GARAGE DOORS TO BE RATED FOR 130 MPH WIND LOAD. CANTILEVER OVER FOUNDATION CANTILEVER OVER FIRST FLOOR A10 OF alo C C: D 6x6 Pressure Treated A8 FREDERICK Post, Encase in Ix10 n -9 6x6 Pressure Treated "Versatex" Trim w/ Base. 6 -� -� -� 0 Post, Encase In Ix10 ROBERT Cap t Brackets, Bolt to "Versatex" Trim w/ Base, Cato WEBER Found. Wall, Strap to Hdr. (3) 9 1/2" LVL Girder (3) 9 1/2" LVL Girder (3) 9 1/2" LVL Girder Found Wall �StrapBtoltHdr. —_—_—.—_�. — _—_—_—.— _® 7=213 _-----___—_ D _— _-�_—_-----_—_—_ l i I I / III ARCHITECT � 1.1 '-0" / 8'-6" I 'I j I1'-o" j 21'_0" o 0 141 o > o (2) 2x6 Studs o o / on Each Face. ----------------- I I I > > N `" �, / .\--———————— I •I 6 Solid Framing \ in Angle (Tgp.)// \ 13) 9 1/2" LVL Girder (3) 9 1/2" LVL Girder 1 • 1 (3) 9 1/2" LVL Hdr. (3) 9 1/2" LVL Hdr. I •I "� �, ' \ o // \ :• I j �\ I cn 17 2x10 R.R., 16" oc I I 1 w 2x10 C.J., 16" or 1/:8" LVL Hdr. I 2 I �.../ 0 Tie Beams Above (Typ.) 1 •I -u, ------------------- - ------------------- II X ,yY l O 1 I j l 2 1 1 1 (3) 9 1/2" LVL Hdr. W 4'-O' 20'�D" Ix oc v . ----------------------------------- -- .... .........1........... ..... ....1... ---- -------- ................... — XIII_ __ I I I I I I = 1 I a I I I I o I °G / \ \\\ \ I: —' O O > jjj I j .. ...... ...............................�. ............... .................. .............. ............ .:.I.:..................,..... ...................._. .........i... ...... . 04 00 oa IIL-------------------=— 1 I I I I fY I /� \\ •. �IIL-------------------=--------------- -- 1 O II II O I y / \ %. I -4" - 12 _4, - 2'-4 20,_0„ I 1 1 15'-6" I I 1 I .I x x / 0 \ CV N j (2 II 11'8" LVL Ridge I I I O I (3) 9 1/ LVL Hdr. \ .•''. (3) 9 I/2" LVL Hdr. I (3) II /8" LVL Hdr. FI-- -----I—I________I—I--------I — — I — — — —%—.— _._._.— I --------------------------------------- � I II II I A \ ---�' ---- -----------' --------------------------------------- I II II I Al �� I I i i � I I I I I I Al -- 2x10 R.R., IC' oc 2 I I I I I I U U II 1/8" TJI i 36 , 16 oc __F__; 1 4i I t I I I o I (3) II 1/8" LVL w/: (2)i 5/ x 11" Steel E i (3) II 1/8" LVL Hdr. j +_ --}' T - - - - - - - - — 11 �i I I 111 �i I > c� —. Gi 1 — ? O Y I II II I l i---i-- > 00 00I I I / III I ~ O © i III 12) 9 1/2" L Hdr 1112) 9 1/2" L HdF. 1 / 0(2)1 fl1I/2" L Hdr. `1 r I �-- i-- � ob , III o = - - - - ' 1� - - I v i r„ m -------------- 1 1 II 1/8" TJI :34 14 oc i cy 30" I i i y (3) 11 1/8" LVL Hdr. ( s I I I > I ----- � ---`-- -- i ao j I t DRAWING TITLE: / i I I 1 2ND FRAMING 4 I I III i L------- I Ridge (IST FLOOR) II 1/8" LVL w/ (2) 5/8" xJ1(Steel R y (3l II 1/8" LVL w/ (2) 3/4" x II" Steel �t �- 1 > R., 16" ocj 2x10 R. ., 16" .� ° / / / ___1_ , Fri----,_--_ - I Model Numbers Refer to "Andersen" A-Series, PGSO, (3) 9 1/2" LVL Hdr. I Low-E4 w/ rgon Glass, Simulated Divided Light •(3) 9 I/2" LVL Hdr. (3) 9 1/2" LVL Hdr. l�JtN- OW SCHEDULE \'\ // // �� cv I Model R.O. Area Egres JOB: \ _ u -,�' u U 1 I I (3) 9 I/Z" LVL Hdr. OPn9 O ADH32 O 3'-2"x 5'-O" Yes DIPIPPO o o 0 0 0 o i j o �` RESIDENCE i ADH3`� 8 3'-0"x 5'-8" Yes \ -----:—: —.-_.--.--.—.—:—:_:—_. 2240 RUTH ROAD — — — — — — — — — — — — --- - --------- -, / / ,c� \. \ ---' ---- --------------------- --'--'--'--'--'--' -'----'--' -0"x 5'-0" No MATTITUCK. NY i/i �, (3) 9 1/2" LVL Girder (3) 9 1/2 LVL r ADH30 O 3' ry� J/ \ 6,\OTOWN, I 6x6 Pressure Treated SOUTHOLD Post. Encase in IxIO "Versatex'" Trim wl Base, D DO ADH2858 2'-8"x 5'-8" No CTM# F1000-104-01-5 Cap t Brackets, Bolt to AS `. �`�' Found. Wall, Strap to Hdr. APW5058 5'-0"x 5'-8" No ARCHITECT: ''//i \ ry D °j ''/� AOH3044 3'-0"x 4'-4" No FREDERICK R. WEBER � ° ' \ ori' 2ND FRAMING _ 41 EAST MAPLE ROAD ADH2844 2 8 x 4 4 No GREENLAWN, NY II'140 0 Q rir !i rr / /i/ I /�/ 52 NOYAC PATH < �a / / �I \ O/i'Ty HO ADH2644 2'-6"x 4'-4" No WATER MILL, NY 119'16 / ( IST FLOOR ) / ` JO AAN2824 2'-8"x 2 4 No TEL 631 't54-5555 / /. fweberarchitectsahoo.com i,�� v / i.i. �< ,,i KO ADH2O4�4 2 0 x 4'-4" No SEAL: ° PROVIDE "SIMPSON" PHD5-Z HOLD-DOWN FROM STUD WALL/WALL PL. O ADH2.43'1 2'-4"x 3'-4" No /i/ ° �< //i TO FOUNDATION WALL 14111 °< r/r PROVIDE 1/2" PLYWOOD (ONE SIDE OF WALL) FOR SHEAR WALL O ADH2O34 2'-0"x 3'-4" No AAN2020 2'-O"x T-O" No FRAMING NOTES: I DOOR SCHEDULE O- 3J I. ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR BETTER 2. ALL SHEATHING TO BE APA RATED, EXPOSURE I, 5/8" MIN. THICKNESS OR AS NOTED. 3. ALL SUBFLOORING TO BE APA RATED STURD-I-FLOOR, EXPOSURE I, 3/4" MIN. THICKNESS. ALL EDGES OF PLYWOOD Unit Model tt Width t Height TO BE SET ON SOLID BLOCKING. GLUE AND NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. Front Doors (Pair) 4. ALL HEADERS C-O" AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS, T-0" AND OVER WITH TRIPLE UPRIGHTS. O "Simpson" (2) T-8"x 8'-0" (Door) ALL HEADERS SHALL BE A MINIMUM OF 2-2x8 IN 4" WALL t 3-2x8 IN 6" WALL OR AS SHOWN ON DRAWINGS. \\ J S. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED 9 8'-0" O.C. 2 "Andersen" FWHID31BOAR 3'-I"x 8'-0" REV.: PROVIDE 2' SPACE FOR AIR CIRCULATION IN ROOFS, O Frenchwood Inswing Patio Door (R.O.) ,,� 6. DOUBLE FRAMING AROUND OPENINGS (Skylghts, Stairs, etc.) OR AS NOTED ON DRAWINGS. 3 "Andersen" FWGDL080L 6'-0'x 8'-0" DATE: OCT 4, 2020 �3) `�\ /i / O Frenchwood Gliding Patio Door (R.O.) 1. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS OR AS NOTED ON DRAWINGS. = N "Andersen" FWGD3380S 3'-3"x 8'-0" SCALE: 1/4 ( O 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALVANIZED METAL CONNECTORS BY "SIMPSON" OR APPROVED EQUAL. ® Frenchwood Fixed Panel 3'-3" ////1/ 9. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S. BUILDING CODE AS A MINIMUM. ALL 2x6 STUDS SHALL RECIEVE 5-IOD NAILS AT SILL JOB NO: ai202OO1 yds AND PLATE. ALL EXTERIOR NAILS SHALL BE GALVANIZED. O "Andersen" FWGD6080R (R.O.) 8'-0"' 9,0, � �� �' Frenchwood Gliding Patio Door (R.O.) . 8, 10. PLYWOOD SHEATHING TO BE NAILED WITH 8D a 4" O.C. EXTERIOR EDGES AND 6D s' 12" O.C. INTERMEDIATE. Andersen FWG0111080-4 II 10 x W-0, o- „ DRAWING NO. II. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITH GALVANIZED HURRICANE TYPE CONNECTORS BY "SIMPSON" © Frenchwood Gliding Patio Door (R.O.) Q7 ^ 3; 12. ALL PRE-ENGINEERED LUMBER SHALL BE "TRUSS JOIST" TJI SERIES WOOD-[-BEAMS AND LVL PRODUCTS OR EQUAL. ALL JOISTS, "Andersen" FWHID2980AR 2'-9"x 8'-0" O" GIRDERS AND HEADERS SHALL HAVE BEARNG STIFFENERS INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS. WEB STIFFENERS O Frenchwood Inswing Patio Door (R.O.) SHALL BE REQUIRED AT ALL LOAD AND BEARING POINTS AT A MINIMUM. A SINGLE 1 3/4" LVL RIM JOIST SHALL BE REQUIRED AT FLOOR "Andersen" FWHID2980AL 2'-9'x V-0" 117 PERIMETERS. HANDLING, STORAGE, AND ERECTION OF COMPONENTS SHALL BE AS PER MANUFACTURERS RECOMMENDATIONS. ® Frenchwood Inswing Patio Door (R.O.) S1 13. ALL MULTIPLE LVL PRODUCTS W/ STEEL PLATES TO HAVE 2 ROWS OF 1/2" DIA, GALV. MACHINE BOLTS 9 24" O.C. "Andersen" FWGD29805 2'-9'x 8'-0" 14. PROVIDE FIRESTOPPING AT ALL LEVEL PENETRATIONS. Frenchwood Fixed Panel (R.O.) 15. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS. SPACING NOT TO EXCEED 8'. "Andersen" FWGD60LIlL 6'-0"x 6'-11" OF 52 Frenchwood Gliding Patio Door (R.O.) I I C A8 D AS FREDERICK ROBERT WEBER -- ------------- --------- ------ ----- ---------------------------------------------------------- -- ROOF ---------------------------------- - .•ROOF I I I � � ARCHITECT I I I I ROOF I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I (3) 9 1/2" LVL Hdr. I I S I I I I , = I••I /i> / � ♦ I I � I I I /Y ROOF �♦ �� I I r I _� I I I (3) 9 1/2" LVL Hdr. / 4XIO le Beams (Typ.) --- --------------- ------------------- I I ---` --------------- -------------------- 2xlO II � � �� � I I I I: I I I I '�'••, I I I 2xlO R.R., 16" oc I 2xI0 R.R., 16" oc I I r �I -------------1 W ' I I � I I I I: I I I I 2 •�� �I Elf 1 / ��'�/ I I `- I I I I:I I I I `•��'L I 29 ------------ >1------------------- -- I \ I I - '-. ------------1------------------ I I I \\ I I I _ I I lil I I I '•. �� :rl -' I I \\ \\ \ I I I � I I lil � I I I ••. ��O -_ I I I I �n \ I � '.•� \\\\ I I I � i t I: I I I I I �bo�. I I I I (Z I I I g I I I I Room/Ceiling Ridge I I I I _J i T------------------ 1 cv N �d T------------------ O I Overlay �'�P I 1 I I I: I I I I = ROOF Es I r I 2x10 R.R., 16" oc�� .• I / 2x10 R.R., 16" oc I I ^, Ride (2) 11/2" LVL Hdr. I � al I I:I I I o I •':��•.•• j g � v A ------------� T -- I �I I I:I I I 1 ---; -------------�'•- t ------------------- I r—————-----� --- ` I �I -I I I --- -----------��_..t.-------------- ---- L_ I I A Al 1 °L EI I f2) 14" LVL I:I Roof Ri I I °C I ' o P st oc ac Pot I ------�I-1-------1-1------ f-f-- --- ---'- --------------�I --- I Al > Ridge m I I I:I I I ki �e _m ,I 1 I I — I `� /.' II r I I I I I I I I I I QLI Overlay `';.'' ROOF II II - I 1 10 9 1/2" LVLI Hldr. V2) 9 2" LVL H&'. Roof � / t it 11 � � — —_— _ REVISIONS: IP,sf aired, replaced or SITE DATA: SCTM # 1000-106-1-5 ;ccPaircd shall conform RETAfC�l STQRP4 WATER RUNOFF DESCRIPTION: AREA LOT COVERAGE: EXCAVATE: FILL: to Chapter 172 PURSUANT TO CHAPTER 236 of the Tov'rn Code OF THE TOWN COPE PROPERTY: 227,851 SQ. FT. 5.231 acres NON-BUILDABLE PROPERTY: 54,776 SQ.FT. HODA B1o��rer door Ornd ductvror1-; BUILDABLE PROPERTY: 173,075 SQ.FT. A required. • ESTIMATED AREA OF 60,000 SQ. FT. GROUND DISTURBANCE: LOT AREA: 227,851 SQ FT (5.231 ACRES ° '- "' ` c M PLIJIIcsul ELEVATIONS HERE ON REF 1 �r,1i:7'L _Z9 - B.P,''-yy2_U - PROPERTY FILL: 12000 CY ER TO NAV1D 988 , (W LEAD C , ' ' v. r r NT BEFO E ZONING: R-80 rEE - - T ` !f=l aTE METES AND BOUNDS BY: TEINFORK LAND SURVEYING MOTIF` � `_ `• " '' ' �-_ � `�'��"'��•` >�T OFOCCUPA �4Y PROPOSED HOUSE: 3,623.3 SQ.FT. 2.09% 700 CY 800 CY `�� �%%`�I'1 TO `'� °''v1 FOR TI'S k`�O'- R USED IN WATE � ¢ LIJ SURVEYED: FEBRUARY 23,2020 '�5 'J ` 3 FOLLC' "rECTIOP":S: c)U` YS CA PROPOSED SCREENED PORCH 308.1SQ.FT. 0.18% 16 CY 15 CY „:;,"; j,a T 1'v f,_1 l D 1. FO EX�- � o l �,..I I,,. ",�.r-rT �- 0 OF 1/ LEA,' PROPOSED NORTH PORCH: 1,092.7 SQ.FT. 0.63% 40 CY 50 CY FO(', ` C us 1 C01/� L�1 E 2. RCu' ; - FF'�.i�ri11 & rr"-LUit"L) p 3. INSUL!`,TION I m PROPOSED SOUTH PORCH: 160.7 SQ. FT. 0.09% 10 CY 10 CY r 3 4. FIN:11�_ - CGNST!�UCTIOPd P>."UST COMPLETE FOR C.O. PROPOSED WEST DECK: 117.8 SQ.FT 0.07% 5 CY 5 CY Q ALL CO3�!STRUCTION SHALL MEET THE PROPOSED STOOP: 23.0 SQ. FT. 0.01 % 1 CY 1 CY REQUIRES,"EMTs OF THE COPES OF NEW Must provide Manuals S .FT. 0.46% 40 CY 60 CY J YORK r'TATE.P,TE. NO I RESPONSIELE FOR D J and S 2S per 3 PROPOSED POOL: 800.0 Q pGr;:.". OR CONSTRUCTION ERROR.. � STORM WATER MANAGEMENT NYS Energy Code OFF YWELLSELLS PROPSED SEPTIC SYSTEM: PER SCHDS APPROVAL - 50 CY 25 CY LIN LOCATION: AREA: AT2"PERNHR.: DRYWRED DRINSTALL: CAPACITY: C,C'rV"PLY WITH ALL CODES 0', D NF +�, RK STATE &TOWN CODES w A HOUSE 5,100 SQ.FT. 852.0 CU.FT. 8'dia.,22 V.F. (4)8'dia.,6'deep 1014 CU.FT. (`ti[-.V Y YO A� PROPOSED DRYWELLS: (4)8X6, (2)10X12, (2) 10X6,(1)8X4 75 CY 50 CY UAD F , • TIONOCCUPANCY DRIVEWAY 14,000 SQ.FT. 2338 CU.FT. 10'dia.,36 V.F. (2)10'dia.,12'deep 2457 CU.FT. t,. r7 t__�.U I R ED (2)lOdia.,6 deep !a�° SOUTHOLD TOWN ZBA U S E IS U N L�R m �U POOL 800 SQ.FT. 8'dia.4'deep 169 CU.FT. 169 CU.FT. ..�- --- TOTAL: 6,125.6 SQ.FT. 3.53% 937 CY 13016 CY SOUTHOLD TOVJ I ING BOARD +�" rleTHOUT C .I i �F� SATE LIJ SO OWN TRUSTEES Q MEETS&BOUNDS BY: TWIN FORKS LAND SURVEYING SURVEY DATE: 3/24/2020 t .1,S.DEC O° C[3C U PA� Y 3 w V SINGLE BEAD HALF ND ER � STANDARD 5" O S'O 1,•EXECUTION: P L U M B I di 0 A).DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. ����„j �+'-°' �IN���O�I A�+L1L P�TLUM B I N W IVI 2).PREPARATION: C4 4"1rlr 1 I r R Lf,--,f ®,y r-p -ft W D LY PRIOR TO INSTALLATION, B).PRE ARESURACEN SURFACE SUSNGMETHODSREECOMME DED BY THE MANUFACTURE FOR TESTIij'.] b=1TUi IC a OVERT JG J,[�N. O^� "� r / ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS. p..� •• 19 ,4/N C).PANT CONCEALED METAL SURFACES AND SURFACES N CONTACT WITH DISSIMILAR VVV !/z �/t] }}..�� METALS WITH PROTECTIVE BACKING PAINT. �������+� � 1g�9 M'4P Nol ,�� 7*4r��Il 1INSTALLATION: 1r, V 16 A).PERFORM WORK IN ACCORDANCE WITH CDA HANDBOOK AND THE DRAWINGS. F�iAls�II 1 i[��I�c'f � G 1).GUTTER TO L PITCHED TOWARDSWITH LEADER 1"TO O FOR;VERY 40'Of RUN, �J` j V,A'Vg�, .�'.1kI�,/ W 2).SHEET METAL JOIN LENGTHS WITH WATERTIGHT JOINTS. OF FOUNDATION LOCF•TL�'4 1= I a).COPPER/LEAD:FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND 3 ACCESSORIES. HAS BEEN APPR�1tf . B).ALUMINUM:RNET AND CAULK WITH A BUTYL SEALANT SLIP JOINT CONNECTORS. I,I 3).CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED.SEAL ti. W M'4p L�N CONNECTION WATERTIGHT. 1 DRY WELLS TO BE 10'MIN. 4).PROTECTION: A).PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF," IcCT. 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EL: 99.8 I FINISHED GRADE _ - - - \ \ - - 111111111 FINISHED GRADE EL: 99.8 I I I _ _ - - - - _ _ \ \ � - _ _ _ - _ _ _ - _ _ - - - - - - - - - - - - - - - - "' _ ` \ \ 1111111111111111 111111111111 - _ 1111111111 _ LOCKING OKER(TYPICAL) T\'CIRON _ 111111 \ \\ - - - 111NN1111�11 /_/ ` 1111IIIII IIllf1111111I1 ��'�"'�mmwwwi!�►11111 - n Z LOCKING CAST IRON _ _ COVER(TYPICAL) Z 111111111111/fill! _ _ u_ - - _ - - - _ _ - - INV. lIIIIIIIII - - - - - \ \ \Illllllil 1111111 // / - _ - - _ - - III111111111111111�IIJIIllm _ /�� < ` _ B - 4"dia. PVC EL: 96.6 � 10 � 1/4"PITCH O \ 6 4"dia. PVC / \ \ 7 < INV. @ 1/8"PITCH 6" / \ \ \\ \ \ ( - _ _ Q ^\\ EL: 98.0 HOUSE INV. \ / \ \ \ \ \ \ \ I - - - - - - - ' - - \\ V. TRAP EL: 97.6 ELIN97.5 - - - - - - - _ \ \` _ - -• \ O \ T \ 9 O \ 2000 gal.SEPTIC TANK �. '•'''��';•''��, •� - - - - - - \ I I // \ 1 1 \` \ r \ .9? 3'CLEAN 3'CLEAN SAND COLLAR '. . •'SAND COLLAR LEACHING POOL INV. Z EL:76.4 \ \\ \ 1 ( t I \ \ \\ \\ \\ \\ \ � � � ' ' ' J / l \\ \ \ \ 96 GROUND WATER ' cp *REFER TO NOTES FROM SCHDS RESIDENTIAL STANDARDS TABLE 1, MINIMUM SEPERATION DISTANCE TO SEWAGE DISPOSAL SYSTEM \ \ \ \ p\ p\ \ / \ / \ \ \ \ 3?\ \ �\ \ � \ \ \ , / T�w//�•� MINIMUM HORIZONTAL SEPTIC TANK OR (LEACHING STRUCTURE SEWER / \ \ \ \ \ \ \ J\ J\ \ \�\ \ ` - - - - - - „ , ' \ \\ \ ( ' V 1 SEPERATION: MANHOLE: (INC,EXPANSION): LINE: - - - _ BUILDING w/BASEMENT: 10 FT. 10 FT, 5 FT. \ \ \ \ \ \ \�� BUILDING ON SLAB: 5 FT, 10 FT. 5 FT, \ \ p \ \ \ \\ \\ \ \\�\ - - - - _ ' 1 i ) c PORCHES,DECKS,CANTILEVERS,etc,: 5 FT, 5 FT, 5 FT, \ V \\1 p \ \ \\ \ \ \ ` \ `- - - - - - - ' CE PORCHES, •WATER SERVICE LINE: 10 FT, 10 FT, 10 FT, ACCESS \ \ \ \ \ \ ` Y` COVER \\\\ �-T\ \\ \\ \\\ \\ \\ \\ �\ , / /` � ,/ // // UNDERGROUND UTILITIES. 5 FT. 5 FT. 5 FT. FINISHED GRADE 0' SETB C •SURFACE WATERS: 15 FT, 100 FT, 50 FT. 1 \ \ \ \ \ \\ / / I / ' F F O / 1 I ROM BL � •PUBLIC WATER WELL: 200 FT. 200 FT, 50 FT, O TgAK _ _ FENCE PRIVATE WELL: 15 FT. 100/150 FT, 50 FT, _ _ _ •ROAD STORM DRAINS,STORMWATER 20 FT, 20 FT. 10 FT. FL W 120 `u F C - - ,-.�.---. .�.._. - - - \- - -.�- -� r r 172.7'RETAINING WALL 1 RECHARGE BASINS: 4"dia. PVC FR M 6981 POOL - 4"CAST IRON PIPING TO @ 1/4"PITCH •ON-SITE DRTWELLS/DRAINAGE STRUCTURES: 10 FT. 10 FT, IO FT, EXTEND 2 FT.MIN. INTO ' EQUIPMENT FOUNDATION WALL11 \\ 1 30 '\L •CATCH BASINS MON-LEACHING),DRAIN PIPE: 5 FT, 10 FT. 5 FT, CAST IRON I SOIL I 1 ���23 3 LEACHING POOL: e FT, s FT, 5 FT, TRAP 10� - 2'X40' POOL \L CATION , N INSTALL ALONG 40' GRADE 99.8' •SEPTIC TANK,PUMP STATION,MANHOLE: 5 FT. 8 FT. 5 FT. i PROPERTY LINES! 5 FT, 5 FT. 5 FT, TYPICAL HOUSE TRAP D ETA I L RETAINING WALL , SWIMMING POOL: 20 FT. 20 FT. 5 FT. LOCATION 27. ' R \ \ NTS \ \ •RETAINING WALL(UJATERPROOF): 10 FT, 10 FT, 5 FT, J i \ l ' 102 � ' I 32.0' � ___ v� 15.4' I I FUEL STORAGE TANKS(BELOW GRADE) 10 FT, 10 FT, IO FT, ' /8X4\ PATIO - _ I I BLUFFS: 65 FT, 65 FT, 65 FT, ' \ I DW I 7.0' I I I I I I I I I I I I; PORCH p - I/DWLI-IJJiLLI-IJ 'D \I I I 22.5' \\ z �''�20 '0 21.0' 0 0' 22.$' I SCREENED , d �t 1 ' I �' \ PORCH o 15.0 15.5 I Q \ _ _ I � OI �n m \\ Ntl� EXPANSION( \I �!, � \ \ m POOL \ _ / CLEANOUT 14.2, 1 �, Z , - .3 - r-M �0 16 3' PROPOSED 2 STY HOUSE 5.5' N 34'0 I 0 g5 U HAY BALE OR SILT FENCING 2000 gal FF 102.0' 5.5' ^ _ a 8'dia 16'deep SEPTIC - '8'X6 EL.62.0 TANK I I p••� F-1 � _ _ _ _ _ _ LEACHING O ' N E- DARK BROWN LOAM LIMITS OF CLEARING TO BE POOL b� O O \DW/ OL NO MORE THAN 20' FROM ��' 0 15 N 20.1 1 I Q PROPOSED WORK AS \ 1a' o PORCH ory INDICATED ON SITE PLAN \\ \\ (\ GRADE 99.8' ' -61 �c� 1 UG LP .: 1 Q /8'X61\ ,° Q sa 1 Z 1 \ \ \\ \ I DW 1 ^� �� o 1 z 1 GR DE 99.8' I 1 \\ \ \\ 1/8'x6 13 O 1 I 1 0 \ \\ \\ 59.2' \DW'' "� 1 N 1 N v 1 m o 0 \ \ 2.6'RETAINING WALL .' 10'X12'DW w/ 1 1 n u \ \ \ 2S �' CATCH BASIN 1 1 o m � 21 To 2 V Y S o1I ® I 1 1 O w z \ \ \ \ 1 \ 1 I I \ / 1 Cz Q) Ln C \\ \ \I 1 1\ 1 11 I I I 1 1 (, 11 11 1 , , 11 i ► �\ /, - \ \ RUSHED STONE 1 BROWN SILTY SAND 7 \ 1 11 1 11 1 I \ \\ CONCR TE\I DRIVEWAY O ` . SM \ 1 1 I 1 v C \\ 1 ` \ \ . \WASH UT / w GRA E 99.8' ► cn T ,� Lei s V ry - - 26' co i � � �, � � I � I pro- PALE BROWN FINE SAND I / 1 I I 1 SP I I I 1 / / 1 ) - rn 1 ,01 (NO WATER ENCOUNTERED) /� ,rn 1 1 loo 84 ___ TEST HOLE DATA BY: 82 McDONALD GEOSCIENCE I 1 1" 1 4/27/2020 , r 1 r r /1 I l 11 CATCH // i 80 l 1 ! I 1 I BASIN 1 DRAWN: MH/MS r / 1 1 1 I I I / / I 1 r 1 / / /� � I I IIS.-., i , t-•. "�,�r: i I I I / ! 1 / / / I I .,. �' ',,.�•- `, SCALE: JOB#: ' ' / / '• / / ' I 6/11/2020 SHEET NUMBER: TEST HOLE - PARTIAL SITE PLAN SCALE: 1" = 20'-0" S-1 a REVISIONS: IM q HillI _ - 0 W r — M 11 - - O V1 O 0 M N I i - - - PROPOSED SOUTH ELEVATION W SCALE: 1/4 — V-0" � w x z O a, x - - - - - - - - - - - - - - - - - - - - 0 OF e or _ OF — - _ p M B, p W — 4 M M 171 m i �I u I I I H I I I 1 11 1 r- HFIF] 11 11 1 N g - p I' If 1 - - -- -- -�--_ 77 PROPOSED EAST ELEVATION ,* Dom : MH/'MS SCALE: 1/4" = 1'-0" _ scALE / JOB M 6/11/2020 SHEET NUMag,R: a tas, A- 1 REVISIONS: — - Hill LE Hill ON O MIjj�� - M LLLJI Uj 4 - - - — IF= Hill Iii I - - T7P - T. PROPOSED NORTH ELEVATION SCALE: 1/4" = 1'-0" GO � w xz O � x � ou v Lo Pa O�, Q. - - - - - - - — � oy; wUa° � 6�n b+ (n v O - I 1 rn rn � H - - - - O o = - 1 Hill Ix 11 11 11 I.JL- I LI w- _ - - - - - - �. - - - - - ; , 1 -771h I v ny ti ri DRAWN: MH MS " w SCALE: JOB 1► -, #: PROPOSED WEST ELEVATION + r 6/11/2020NUM "� �� 3�� � SHEET NUMBER: ti�_ SCALE: 1/4" = 1'-0" Ar2 REVISIONS: 75'-61/4" 6-11" 32'-03/4" 21'-0" 15'-6'/2" ----------------- - - - - - - - - - - - - - - ' - - - ( o' O 1 1 1 r s oo %0 I I I • I I I I r Fn I I I I I r I I I I I I I I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ - - - - - - - - - - - - - - j '- r J L - - - - - - - - - - - - - - - - - - - - - - / • • •It a 0.It a • • • 4]0" • • • 4 I I • 4 • • • • • 4 • 1 / Q• - - - - - - - - - - - - - - - - - - - - - - v - - - - - - - - - - - - - - - - v 'A I I 'A r - - - _ - - - - - - - - - - - - - - // •O // I OO ./ Q' / 15'1 P/z" 2'- 13'-4" 2'-01, 18'0" 2'-0" 13'01/2" 2P" Q / 4'-111/2" T-0" 4'-111/2" I I ^ I I r - - -f Q •// ------------------- PORCH/PATIO FOUNDATION ----------------` a \� 211-0" I I I I I I '>• � � I I -------------------------------------------------------------- - N I 1'-�" !•• ' 161-1111 1 I 151-111 I ,d •p�v'd• O A O v -d •pa'Vd• o A v -a •pd dd• o n 0 •• I I I N — I I Q l15-61/2" o o °�, I I W _ --------- --------------------------------- ---------, 1 1 I I I 4 ' ° d [I i i I i ° II I I 16 `--- ------------------- -- ---------- --------------------------------- :0 - --------------- - • 9 --- ----------- i o - -------------------------I----h I I I 4 '� ��• i 'a o'a ••a 'pa e. a .-a 'te�d. ° d -------« •p -- dD d •pJ °s e 'pd�d O e - - -l Q \ = I Q' 4 ,,II•• , `-"(1t)1_3/4_X1�L p \ 4 \� I ' 4Q ;,' PROPOSED SCREENED as --I--- I; ve a• I i� I•—I \ e I = i •� i o vv I PORCH O \ 4 V 4 O ' I ; p• I w I IY 11 I Y-�NgU I O I I V� m \ 'A . Q' D 1 I •p I N I Q m 1 V �O 1 W I � � � \� O .�o I i I I c 8 v=,II i P•�e� I NI I N O • IQ N' , i ;°i i LL X11 I . 7 R U I \\ 4Q. 1 O 1 F 1 O J I •• �. 14J.1 0 I N \ , ° I i 4 • � � I � m SII I d a a A�wl `O = ' = O ad I "' 1 a. v (2)1_34X14ML_- mai .f', m I Ilii m o• M ------------------------------ 9 -------------------------- 2'8" 15'011 �o A r 1 r J I m � i '°' • • 4 • 4. 1-103/4" 'o Adv ►: d:v sd•p- Adv p: ••d• ae•� ,' f 910/a °' o v v° - D .. ~ 2'-10/4 •--------------------------------- 4 13'6'/2" -- - ------ PROPOSED BASEMENT .-------- I -----«• I e• , ° • ' �'• 12'-9/4" 1 15'-61/2" i I I 14'.91/4" °•Q 51 611 J p i �� ; r W12X45STEELGIRDER� i r i W12X45STEEL CARDER i W12X45STEEL GIRDERy. `-------------- i —r— —rte r—r - �r —•—r----- �_ .�.� �rl•�.�.�r�r�. . //��,�� ! • I ►'►i'O � Y .0 ' HSS 8XBX1,/2 STittL COLUMN I HSS 8X8X1/2 STEEL OLUMN 43/ I HSS 8X8X1/2 STEEL COLUMN O ------------- ,gip 78"X78"X20"CNC.FTG.w/ ; 1 78"X76"X20;CON(. w/ 1 78"X78"X20';CONC.FTG.w/ 1 LL ; --------' 1 ' (11)#5 REBAR EA HWAY (Il)#5RE8VREACHWAYi <•-_....__.(11)#5 EBA ' Q 0 --' ---------- w M / / / ^ � i � ' g � ' c ¢ m 'g O i 4;�. va .ra�4 0 ► i V1 ---------------- lp / / / / � I P ' • N A/ 0 I\ i •� l 4 4 = O c ^ / r / �' (2)1-3/4X14 ML FLUSH , v IO --------- ---- ' - ------------ j - - ---------------- ----- - I---------- . v s"' ,4 4 i i Q / / / QO i a• I 1 --------—'--_____ .FI --------------------------------------------------c- �, I-------"-----"-'--------- I 0 • L(� // // / / / Q� ;• A9 i • V <a «ra�V A• eQ -, ?Ir A• e.�. va pl N I I �vrp ve .rAgip• A• ap va 'r4'P4 •r0•'sV �.� • ' , 0 / r PROPOSD PORCH 44 i' • P . O I O 110" 21 I n• I _ 0 i 4,° ° .p C\ 1 D ►O♦•IP - - - - - - - - - - - - - - - - - - - -�4 _ 4 I 1� •''• '/ ,\ ''14•- � - - - - - - - - - - - - - - - - - - - - - - - -- - - � F - - - - - - - - - - - - - - - - - - - - - - - - - M N o co cu / 4 / F - - - - - - - - - - - - - - - - - - - - - - - - I � u - - - - - - - - - - - - - - - - - - - - - - - W enfa ur3 En O ' 1y a °•'• ;' 6"\ �\ / / // 15'-83/411 201-11' 161-0" 00 w IT U cui a O �'���b°c� ' �v 1 PROPOSED FOUNDATION PLAN ' PROJECT NORTH E \�?6 SCALE: 3/16" = 1'-0" i 6 '�� ♦ '/ '' (n 1).12"THICK POURED CONCRETE FOUNDATION,4000 psi.UNLESS OTHERWISE 4).FOUNDATION TO BE INSTALLED ONTO 36"X12"CONCRETE FOOTING. %-•�. V�4 01 NOTED.SEE SECTIONS A-A AND B-B FOR,ADDITIONAL DETAILS.WALL THICKNESS FOOTING TO HAVE(2X4)KEYWAY AND 4-#5 CONTINUOUS RE-BAR TOP �I i O 4 3l i INCLUDES STEM WALL FOR STONE WORK ON OUTSIDE PERIMETER OF BUILDING. AND BOTTOM AND AT 12"OC(SEE WALL DETAIL).ALL FOOTINGS TO REST O INTERIOR WALL IS 12"THICK.TOP OF WALL NOTCHED DOWN ON INSIDE FOR ON UNDISTURBED SOIL(MINIMUM 3500#CAPACITY). �► 3• - ��yJ ,' O 3� ; STEEL DECKING TO REST ON.ALL HEIGHTS TO BE VERIFIED IN FIELD PRIOR TO q(( CONSTRUCTION.EXTERIOR OF FOUNDATIONS ARE TO BE DAMPPROOFED AS 5).FOUNDATION SLAB TO BE 5"THICK,3500psi CONCRETE ON COMPACTED FILL. N 0 a e PER SECTION R406 OF N.Y.S.RESIDENTIAL CODE WITH A BITUMINOUS COATING. INSTALL 1/2"EXPANSION JOINT MATERIAL WHERE SLAB MEETS ADJOINING O .' ♦ ,• > ,' �6 Q O r •a WALLS.COLUMNS MUST ALSO BE BLOCKED OUT AND ISOLATED FROM THE O� , `OQ • O O `.. 2).VERIFY CUTOUT DIMENSIONS IN FIELD WITH GENERAL CONTRACTOR. REST OF THE SLAB.THE BLOCK-OUTS AT COLUMN BASES SHOULD BE SQUARE Q �01?6 �0 Adv=L,•`2 ;• Q��� AND POSITIONED SO THAT THE POINTS OF THE SQUARE MEET THE CONTROL 3).VERIFY OVERALL FOUNDATION DIMENSIONS IN RELATION TO OUTSIDE WALLS JOINTS.CONTROL JOINTS SHOULD BE NO LESS THAN ONE-FOURTH THE .�/ � `O�P ABOVE.REVIEW CROSS SECTIONS AND CONFIRM WITH GENERAL CONTRACTOR THICKNESS OF THE SLAB IN DEPTH.MAXIMUM JOINT SPACING SHOULD EQUAL r.b m� , ;' PRIOR TO CONSTRUCTION. SLAB WIDTH.MAXIMUM JOINT SPACING FOR 4-INCH THICK SLAB IS TO BE NO V g• i , ♦•�}yp i' MORE THAN 16 FEET. d ' b, /Z�'bo`�`•� 2 ;� O M^ 6).VERIFY INSTALLATION OF 3"N-LOK STEEL DECKING PRIOR TO CONSTRUCTION. 9 \� / AT \°\ moi. N°`h �` i' Jrd/�.s.•'C,+ �. DRAWN: MH/MS SCALE: JOB#: r" 6/11/2020 SHEET NUMBER: A- 3 REVISIONS: 75'-6'/4" 10 6'-11" 32'-03/4" 21'-0" 15-6'/2" ol f — 4 ° ° • 4 oo M I I I I I I I I U1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -I- -I- � -I- -I- - - - % e e e s s a e a • e 4 s e s s s a e 4 I - I e 4 • s s e s • • 4 e I — — — — — — — — — — — — — — — — — — — - - - � �'0 — — — — — — — — — — — — — — - C? I D r - - - - - - - - - - - - - - — - - - -1 X N I D' O . 1 I •D .�D' JL — — — L — — — i L — e I 15'-11'/2" 2'-0" 13'-411 2'-0" 18'-0" 2'-0" 13'-0'/2" '-4" I Q 10, I W DO ol 41-11'/2" T-0" 4'-11'/2" I I Q °p10 a '-------------------- k PORCH / PATIO FOUNDATION I I 1 1 ap Dad . .4• /� I h-ti .v 21'-011 I I aol - - I I I S I �'� b P• '� v �`� � I I -----------------------------------------------------------------, I I I I ` N N I I • ' �• • v d Q v 4 ' P � O v 4• pp 00 ° I I v . d ,O , 1Z1 15 -1n 1 1 151-6'/2" Dc � I r--------- --------------------------------- ---------, O 4 i 1 1 I t I 1 1 �° ; I d d' ° 4 I , I C, I I •° I I Q^ t I I - - ` ------------------------------------------I----h D .ID - b I I I I 4 '0 .4 �n v 4 •D •n v 4• •D• d op�-------+ -D '�- v N .D' .Q . Q Q Q , 4 r v Q . Y`) X14ITL- v ° D% ° — — —t \ = I ---- • - ---------------------- • r---------------------— I ---- -, ' ------ -------- d, 1 1-3/4 \ ° \ O N \ ' ° `; I 4 Q ; PROPOSED SCREENED ; • a d ; ---1-- o ; tea, a- I ; ; .D C/1 \ I ► PORCH 1 1 _ O � •D .I D ' , 1 D D I � — I I I � ,i, � I _ I 1 '�} � � 1.I \ ° \ 4 4 I C� , I D• I m LL ,1 I LXfll`1 ,p�QU .43 G' I 0 ^JrC 1 I • -�. a I tJl.I O 1 m O F.Gy V . D I D. I � M ' ' Lu a m (2}13 4X14 ML- a I Q I ^ N •. Lu F+-I -011 21-81 151 th N1 v777 9 .. d ' ' M/xov I'•- II . 2'-103/4ir I 10 4 I 13'-61/211 .----- --- - -------, •--- - ;-------- PROPOSED BASEMENT i °4 o . 4 e l d • ; 12r-9'/a II ; 151-61/211 1 14'-91/a ' ' ' 51_611 W12X45 STEEL GIRDER i i W � 12X45 STEEL GIRDER i i W12X45 STEEL GIRDER ; p ------------- 1 t .�. - - . - . - . - - - -I w - . - - - . - . � ' .r.. � _ � �� . . . . . . . . . .� D t I N y 5 dp �p D 1 4 �'�, O H55 8X8X1/2 STEEL COLUMN I ci HSS BX8X1/2 STEEL OLUMN i i i 1 I HSS 8X8X1/2 STEEL COLUMN ----- ,�,�•• *' 1 O ' ' ' ' ' ' r 78"X78"X20':CONC.FTG.w/ ---------------i • X '^ .C) V , 78"X78"X20"CNC.FTG.w/ , I 78"X78"X20,CON(. w/ I , , i O cn ,-� '° 1 (11)#5 REBAR'!EACH WAY + (11)#5 RE®AR EAGH WAY 1� i i I (11)#5 REVAR EACH WAY ; ,4 ; = r� :fl v Lr) 1 r 1 I 4 ' 1 1 - m @ V7 I T �1-3/4,XJ'm 1 --------- vOm ''''' �' CZ ---------%0 Lu WO �I ------------ u. D, u x .� u-' mLu' 2 ---------- LL, _________ ' O i 4v, v ,a :per �C, v ,D i U Cn 00 uj 00 0 Li- dan - — - — - — - - — - .- ^ \ O C < ---------- I `Vn 0 ' 1 ' I i G //' (2) 1-3/4X14 ML FLUSH 1 O F- F: (�W) V O un -ell PARTIAL FOUNDATION PLAN N SCALE: 1/4" = 1'-0" U DRAWN: MH/MS SCALE: dp' JOB#: * ■: ,"t.'lQ,f�t�/ 6/11/2020 '. �,. `� •' SHEET NUMBER: A- 3a REVISIONS: o ° ' a 12'-9'/4" 15'-6'/2" v 14'-9'/a" Q� 1 I I I I 1 I 4 5'-611 W12 W12X45 STEEL GIRDER ; _ _ y W12X45 STEEL GIRDER _ - _ —:_ - _ - - - _ _ �_ . _ . _ - _ -X45 STEEL GIRDER - � D -------------- _� --, � _ . _ �1 - �. - — - _ _ � V i HSS 8X8X1/2 STEEL COLUMN i I HSS 8X8X1/2 STEEL OLUMN i i i I I HSS 8X8X1/2�STEEL COLUMN v D "X20'CONC. FTG.wl ( "X78"X20';CONC. FTG.w/O . . ------------- p N (11)#5 REBAR EACH WAY I (11)#5 REBAR EA H WAY 1 I (11)#5 REDAR EACH WAY a I I I I V- --------- ---------' •--- ---'�'"- --------' 1 I 1 I --------- -- c I - G Q ' 1 1 •1--, --• ' I I O 'Im = I 11 1 �I I -'---- ---- (2) -- I Lu ZI (2)1-3/4X14 -�-------- I = 4 ! p e 4 I V I MLI- D p, / rn LuLL Lu I 0 __________ J _______ / ! // / \ \ i D i ' g � , \ ^ wl m ' g VO \ \ \ cN uj I O HI ---------- I w to e- _ I 0 /r \ 4• \ i b \ - O ---------- , Iu..'� -N I pn i--------------- / ^ (2)1-3/4X14 ML FLUSH , 3 v '\? ----------- 2 ' -' O C) � v I `r ^I N ---------- / ---------- 114 _ Wr� ! / 4 ------ --- D4up e O / \ O .L , , I I I I �Ql\ / / / /� 4 / Q a • ' ---, Q - �v Avg °4• v -. n • vv �v �4 v -. vv v e4 vim. ' • vv C y '/ ,' . v. dv pa v .I . v. dv pQ v ., . v. d D I DI I 1 I �d�. v. d p . v. d p . • v. D ' O / • / Q , D i / r Q .� .41 v d C. 0 • Q- .a • V D C. A • Q- .� . I 4 I I I --------------------------------------- O 9 I PROPOSD PORCH ^ 11011 21_ tl° I L _ - I I , r J I L — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — J 17 L — — — — — — — — — — — — — — — — — — — — — — — — J / / 16'-0" S7 W . ' > I // D /^ v •p /,' 4 Cb ,o �0 ^\ry \�2,, Z o u / ,' � ' D / •'ate � O / ' �'� f�1 ' �, O Q < ' ,' �'? ' hoc••'`�4' ,� OO , \ / ' PARTIAL FOUNDATION PLAN °'' d \ 3\ \.''� SCALE: 1/4" = 1'-0" PROJECT NORTH E to '' '�� ♦ \ ' '/ c p 1).12"THICK POURED CONCRETE FOUNDATION,4000 psi.UNLESS OTHERWISE 4).FOUNDATION TO BE INSTALLED ON TO 36"X12"CONCRETE FOOTING. r•+ 01 NOTED.SEE SECTIONS A-A AND B-B FOR ADDITIONAL DETAILS.WALL THICKNESS FOOTING TO HAVE(2X4) KEYWAY AND 4-#5 CONTINUOUS RE-BAR TOP cc- v p 4 �� ��R. INCLUDES STEM WALL FOR STONE WORK ON OUTSIDE PERIMETER OF BUILDING. AND BOTTOM AND AT 12"OC(SEE WALL DETAIL).ALL FOOTINGS TO REST co M v d ' Q' O INTERIOR WALL IS 12"THICK.TOP OF WALL NOTCHED DOWN ON INSIDE FOR ON UNDISTURBED SOIL(MINIMUM 3500#CAPACITY). n STEEL DECKING TO REST ON,ALL HEIGHTS TO BE VERIFIED IN FIELD PRIOR TO o m D ,' • �4 'p b qff CONSTRUCTION.EXTERIOR OF FOUNDATIONS ARE TO BE DAMPPROOFED AS 5).FOUNDATION SLAB TO BE 5"THICK,3500psi CONCRETE ON COMPACTED FILL. v v a �f PER SECTION R406 OF N.Y.S.RESIDENTIAL CODE WITH A BITUMINOUS COATING. INSTALL 1/2"EXPANSION JOINT MATERIAL WHERE SLAB MEETS ADJOINING O x o �+ cz /�I2 3\�' o� oQ WALLS.COLUMNS MUST ALSO BE BLOCKED OUT AND ISOLATED FROM THE �+ w ' /' �/' ♦ V. (rO�cU�P ,' \ 6 ��p0 ,' ^ 2).VERIFY CUTOUT DIMENSIONS IN FIELD WITH GENERAL CONTRACTOR. REST OF THE SLAB.THE BLOCK-OUTS AT COLUMN BASES SHOULD BE SQUARE ^� z v ` �pX 00 , ��„ G.Z ' ` \ ^' ' ,�M AND POSITIONED SO THAT THE POINTS OF THE SQUARE MEET THE CONTROL p oo ' ?6 cc\ �' ? L �� Q ' /' 3).VERIFY OVERALL FOUNDATION DIMENSIONS IN RELATION TO OUTSIDE WALLS JOINTS.CONTROL JOINTS SHOULD BE NO LESS THAN ONE-FOURTH THE � � � \ `,/♦ a u i `\ ,' ABOVE.REVIEW CROSS SECTIONS AND CONFIRM WITH GENERAL CONTRACTOR THICKNESS OF THE SLAB IN DEPTH.MAXIMUM JOINT SPACING SHOULD EQUAL 4 M � ` �\ PRIOR TO CONSTRUCTION. SLAB WIDTH.MAXIMUM JOINT SPACING FOR 4-INCH THICK SLAB IS TO BE NO n ^� � ` \ u ,' 3• ' ` \ ♦`.�ho`}�� Q MORE THAN 16 FEET. Ln Cn ' vd Zye "S" •' / '� Q M 6).VERIFY INSTALLATION OF 3"N-LOK STEEL DECKING PRIOR TO CONSTRUCTION. N v O W ' O / •o / k�6 k" p(. O o� b. �S' o •o � ' O v , V EMON4 1011 011 IN. let d 4s�" 3 DRAWN: MH/MS SCALE: JOB#: { 6/11/2020 t �� • SHEET NUMBER: A- 3b REVISIONS: 1514" 20'-0" 15'-21/2" I I I I I I I I I I i l i l l l l l l l l l l l - --7—_7-1 _ _T—_ —T _ I_ _— _T T SM ! Ai�i 1 4 (2)4X12 ACQ BOXED IN BEAM PATIO I 68'-61/4' 12X12 FG C04UMN 21'-0" _ 4'-11'/2" 7'-0" If 4'-1 MY' - - -6M—- - - - 10'-6" 10'-6" —- 1lrr—- - ---8r_ - - I I I I fV I I I I I I I I 3'-0" 3'-0" _�_ _ ,—,_� _ �_, �� ____a- COVERED PORCH WITH PATI O (3)2X10 DF#20, i i , i i i ,o i i i i i i ;o i y. J_ i 1 _ L- L _I_ _I_ _I -1_ _1_ _1_ _1_ _1_ _1 J?+ U U 3'o, d o 0 lryr �1 N N FWGD1510611-4 DECKjBOVE SHEAR (2)1.3/4X14 ML w/3/4"STEEL HEADER HEADEC ABOVE WALL ALL b O -10it z 't IFWGD10611-4 FWGD1110611-4 vi (2)1-3/4X14 ML w/1/2"STEEL HEADER - (2)1-3/4X9-1/2 ML w/V STEEL HEAD R I V 1 48'OPNG 00 MAS.fP N fV FLUSH HEARTH O I• 15-1 O S LL I SCREENED PORCH RADIANT HEAT I• I CATHEDRAL ae^OPNG LIVING ROOM MAS.FP I FLUSH HEARTH 1360DI;-"OC 0 o 2 STORY OPEN CEILING _ I 16'-0" 61/2° II o 20'-1" oto I - - GAYS FP c I O M l`'•fjo O a t 1 RAISED I �O r' po ® ® x I•I AAN 418 AAN3418 AAN3418 ® � �I I I J I O ISI m I O (3)2X10 DF#2 �O y I I I ----- -------------------------------------------_ I F•-'-1 N N (2)1.3/4X14 USH BEMASTER BEDROOMLa - - , LL OFFICE I�•— ---•--� ML FLAM 1 -11 o n 13-0 X 7-6 DINING ROOM I I w X 15-0 X x16.1 III Fri N 5'-51/2" 31-7" 5'-51/2" 5'-6" W M ry r II ,rvy ry m D (3)2X10 DF#2 — _ — _ (2�1_3/4X14 ML — — — — a — 10-0 6'-0^ 4'-1" �--- - - - - - - - - - - � J �o 4�Ln- 7WE-ATHERST ------------ - ..-.------------ `^ ....... ---- 3'-0" � N NG „ ` WALK IN AND DO WEEP--- W LK-IN CLOSET- - 6`0- - - - C OSET :0 3'_4„ ? N -�LL BU LERS PANTRY _ O Ix 2.6 (2)1-3/4X14 MLryJ o °� ------- ---- ---- Q0 n v q 15''1° LINEN X '1" 9,-8R 2'.6" 2' ' Aa m — O 4 ILO O x — M % KITCHEN o a ENTRY 15-0 X 18-0 pp 2,4" cN OPEN TO ABOVE O O 1 Fin ri/-�i ��J! pl OR- • . •(2)1-/4X14 ML 0� V 1 F� LUSH - ry MASTER BATH Q 0 LTI )... c, N O " BATH Ln 3'-8" -(2)1-3/4X14 ML w "STEEL FLUSH - ALF BATH UP' _ 4X14 ML w/1/2=STEEL F H_ x (3)2X10 HDR /2XIDDR 3) 'XI HDR + C)/ �Y4 LINEN r ip F•+i b k COAT CLOSET ' ' o o ' o AOVLD2030 1'-4"SL T-0"X T-0"DOOR 1'-4"SL TEMPERED SHOWER p m TEAM * AOVLD2030- Z (3)2XIOHDR ADH2638 ADH2638 ADH2638 x iN x ADH2638 ~� 8F^,c �, Q• m m ATF2618 ATF2618 ATF2618 ATF 618 COVERED PORCH b "}`b bM�� CATHEDR LCEILING a O 1 b k" N N • 14X14 FG TOLUMN 14X14 F COLUMN •�3'2x A RQO 4 k3 w/6X6 A Q POST w/6X6 CQ POST ------ ----------------- ----------- ---- ------ r-4 41 " Q ii • % ' --- ------ --- - ------ 81-01, -- ---- 4l ' T-8 a" 8'0" 4'-01/2" 6'0" 6'0" 4'-0'/2" 8'0" 8'0" °X` ^, u 2y 15'-83/4" 20'-1" 16'-0" � O1 '' � (ef�l m " Y M^ p BFN�N `°° b C,04 ` W a A M� " or ^5 m y }o��`� °o sxs `� L� 5 ; •. } R9c L7 U 00 , , 1 c) PROPOSED 1ST. FLOOR PLANE PROJECT NORTH SCALE: 3/16" = 1'-0" � �4 , / U o ' O i 1 p �\} 0- ' I M , A goy32so���2kopF •;, �\} o� ,�' �.* SIy',e�.� .O 32,8 if � '� i ' / ' DRAWN: MH/MS SCALE: seRIc // ^, �f'f JOB#: k<h b -- 6/11/2020 SHEET NUMBER: A-4 REVISIONS: 15'-4" 20'-0" 15'-21/2" I I I I I I I I I I I I I w - - -f- - T- -1 - - T - „ T l— (2)4XI2 ACQ BOXED IN BEAM - - - - - - - - - - - - - - - - - - - — - - - — - - -- - - - - - - - - - - - - - -- - - Da- PATIO - - - - - - - ------ - - - - - - — - - 68'-61/4" 12X12 FG COl{U N O I - - — - 5'--1 - - - I 21'-0" I r_ , rr - - I— I— - _]5_ 6/ - - - 10 I I I I I I I I I W - - 6, - -4'-11/2 7'-0" 4'-111/err fi ' " ' " 76 I I I I I I I I I ivI I I I I I I I 31•0" T-O" _ + _ 4— -4 ,- _ F _ 4-- -, - ------4- _ T _ COVERED ORCH —1- _,-_ 4 � —,- �k I WITH PATI O - - � - - - - - - - - - - � -I- �O (3)2X10 DF#2 1_ _101 _ _1 _ _1 _ 1 1 _ L ^ L _ I_ _ I_ _ I _ I_ _I_ _I_ _I_ _I_ _I 1104� a?py I CI' O O N N FWGD1510611.4 LA DECK BOVE DECJ ABOVE SHEAR (2)1-3/4X14 ML w/3/4"STEEL HEADER HEAR WALL WALL O O O o r x d d' z d' FWGD1 10611-4 J FWGD1110611-4 m � ON m lf1 (2)1-3/4X14 ML w/1/2"STEEL HEADER (2)1-3/09-1/2 ML w/V STEEL HEAD R 48"OPNG I O 00 i°Av O = �o^ eFo MAS.FP I C%4 FLUSH HEARTH O = LL0 X.loo w I SCPEENED PORCH x FA i( M Q Q RADIANT HEAT II CATHEDRAL LIVING ROOM 4MASSPFPG I O FLUSH HEARTH 14"T 13 0 WOOD-1 FJ gl "OC V 2 STORY OPEN CEILING 1 O 0 16r_ rr [E- 61/2� 20-111 20-1" GAS Fl rJ O - ,p RAI ED HEARTH X Q c I1iII _M _ vF AAN 418 AAN3418 AAN3418 O1 m i (3)2X10 DF#2 T(OA v I I I M13'-1" III _ _ _ _ �i- co � �:-_ _: _:-________________'----____'-_' — _ MASTER BEDROOM Eo ,., (2)1.3/4X14 ML FLUSH BEAM Q Q LL _ OFFICE III I I 13-0 X 7-6 DINING ROOM I I 9 p ip `Q r t n 5'-6" x ^ 15-0 X X16.1 III , N 5-51/211 3 -7 51-51/211 N N v 00 1 1 o r I I _ _ _ (22) 1_3/4X14 ML _ _ _ _ (3)2X10 DF#2 - t i I 4 Q r , n ^ r n --- - - - - - - 10 0" - - - - - ,3 6 0 J _ 3 0- - - o c- ) =N 8-8/2 4-1 1 = '_ M N o O o r _ v r i ------------- - ---------------- ------ ------- 1 M cn 7-111 ° ' " I I I e SC DOOR w V' d' I I ,LL V Lf� 41 T-0- 1 r I r WEATHER ING m �? WALK-1N -� O M ° (Yi r' �+ AND Do WEEP i i N N CLOSET Iv = O - To Q" N r r r r WALK-IN ;� _ x m M r r 1 r _ N r -, x N , ft5 V1 3'-4" M 00 N ¢ w 4J N - - - 6'-0" - - - r r r __--__-___ CLOSET � I. u o BUTLERS PANTRY o 2'6 (2)1-3/4X14 ML y N V Q - 0O ryN V v " Z N N J 1 I ^ --__ -___ _____________ _ LINEN _ -__ _-_----_-_____- M .� V m O r ^� q .� 15'-1" o 6'-1" 9'-8" _ ol 2'.6" 2'- � U m tzI 000 E KITCHEN o ^ ENTRY ° w s~ o ` — - o0 15-0 X 16-0 00 _ 2.4.. \ OPEN TO ABOVE --________ O � 01 / 0� • (2) 1- /4X14 ML / F= ---- ----- LLUSH Lf) MASTER BATHri " O0 O 0Eon, 2 -N Lit BATHZD I I� T-6" 11'-7" Fi x Q Ln10 14� Q r 1 - v 3'-8" _(2 1-3/4X14 ML w "STEEL FLUSH _ - ALF BATH �Up i _ — _ - _ 4X14 ML w/1/2"STEEL F H;it _ _ - Q ��- - — N PARTIAL 1ST. FLOOR PLAN SCALE: 1/4" = 1'-0" w DRAWN: MH/MS i+ r SCALE: JOB#: 6/11/2020 SHEET NUMBER: A-4a REVISIONS: V N J I I ° o ;� OFFICE DINING ROOM ,', o �d 0 I i° 1 11 I II co coX 15-0 X X16-1 III r-4 N 51-51/211 3 -7 51-51/211 5 -6 11 w- = _ (22) (3)1_3/4X14 ML _ _ _ _ p 2X10 DF#2 8'-81/2" 4'-111 •———— — — — — — .� I I 7 � ———————O ------ 01% Ln 31-0x I '-- SC DOOR s}• I I I I u.. Ln I WEATHERST ING m O' v WALK-IN 'J O fr1 I '�' F- AND DO O EEP NI I I �' iN 21X- EN O ---- 00 li WALK-IN ;� N CLOSET _ I� u al CN � rq 4 _ _ __6 0__— — — I I I ---------- CLOSET 3'-4" IN Q o BUTLERS PANTRY 2'-6-6" " I- a o (2)1-3/4X14 ML ----- --- m^'- VZ x \ J OQ N O r- ____________ _ ___ _-__-__-__-__-_a 15'-1" 6'-1" 9'_g�� --- LINI 2'-6x 2' Q O 0 zo m I v — KITCHEN o X — ENTRY -------- 0 _ d w • — - 15-0 X 18-0 pp = OPEN TO ABOVE p O (2)1- /4X14 ML M -- m 2'4" ---------- ° • LUSH ---- ----- Ln O / ° o ---- ----- N MASTER BATH o - O ° ° 0 .° MLI o ,�� BATH I it1 ~ I I I -- -- -- 3'-6" 11'-7" 3 N N M fV I I I x Q �_ N\� �� 31-$11 _(2 1-3/4)14 ML w "STEEL FLUSH _ - , ALF BATH �Up - — _ _ - _ 4X14 ML w/1/2=STEEL F H _ 4 / ' C O 0 I I I VO Ln O �h' LINEN � (3)2X10 HDR 2X10 HDR (3) Xi I HDR + Q k ♦ in O � COAT � � � � � STEAM � v CLOSET ; ; �n o0 ; ; O AOVLD2030 1'-4"SL 3'0"X 7'-0"DOOR 1'4"SL TEMPERED SHOWER o K O� s' AOVLD2030- Z (3)2X10 HDR x 3Fo ADH2638 ADH2638 ADH2638 x N x ADH2638 ATF2618 ATF2618 ATF2618 m m AT 618 COVERED PORCH z �`1' yq' CATHEDR L CEILING O ,fib ,mow 2r/0� �" V'�l� -• 14X14 FG OLUMN 14X14 FC COLUMN 4e nl� w/6X6 A Q POST w/6X6 CQ POST k c1l , � • a °° ` ���'' 18'-111 ' ' / O q ' ------ --------- ----------------- ------ / / r ------ ----------------- ------------------------ r- 1 / v 1 n 1 n 1 a 1 n I n 1 n 1 u 1 n 7-8 4 8-0 41-01/211 6-0 6-0 4-01/2 8-0 8'-0 d 0 15-83/4" 20'-1" 16'-011 x Z w N H Cb M ,Q eF�cy co Ar 01c, rlr / PARTIAL 1ST. FLOOR PLA N PROJECT NORTH E N v Z / / SCALE: 1/4" = 1'-0" � d v 0 o 20 crs vLrl ! O • 5 O Rq In U 011 mIzv — 00 0� / c 0 / o � I �I / °4,r 4 0y32s0 3 0 ol / New x 91 �°4n .�I``:�/�"`95., •fid�, DRAWN: MH/MS SCALE: JOB#: 6/11/2020 *' l` �' SHEET NUMBER: A-4b REVISIONS: F � r —I-T-T-i—I-�--T-1 r—F T-I rT-T-T 1 I I I I 1 I I I I I I I I 1 I 1 I I I I I I I -44-1--4-----�-4---I-4 --I--+-I� --4 I 1 21 --1--1-J_ _1 _�-� -I- - -----1_�_I �J _�_ 13'-61/2" —I 1 I I I 15'-61/2" 1 1 1 I 1 211-0" 1 1 1 1 1 1 17',61/2"1 1 1 1 1 LI 17-1 u 6'-111/2" 6'-7" 8'-0" 7'-61/2" 10'-6" 10'-6" T-61/2" 101-0" 1 o BALCONY (4)3'-8'/s"x 4'-7Ya"A•ERIES CASEMENT BA CONY o 1� (3)i-3/4X11-7p8 ML HEADER n O O ADH3244 FWGD60611L ADH324411 I ADH3244 FWGD60611R ADH3244 I \ (3)2X8 HDR (3)9-1/2I ML HIRI' (3)2X8 HDR, I \ (3)2X8 HDR '¢9)9.1 2 ML HDR (3)2Em 8 HDR/ W 115'-111 20 OCATHEDRAL OPEN CATHEDRAL ' FSI L,3211 TO BED O M No. 3 ' BELOW ° BEDROOM N . 2 N NzOLLXADH3244 DH3244 5t-61/211 0 a 1 5'-4" 0 4- " 5'.611 61-511 ID (3)2X8 HDR (3)2X8 HDR (3)2)8 HDR ® 4-0.. O 2X10 DF# )2X DF# 2)2X10 DF#2 ' 2'-6. 4 " 2�" S ----- 5 li a H H --------------- _ 2'-0" N BEDROOM No.4 iv � � 1 � CATHEDRAL (2)2X10 DF#2 FL H N = 13111 o - -—- 1 I BATH x° M M �^ BATH N LOFT M N o CATHEDRAL CEILIN I O r, 4 - � 1 o --- - 4-0" I DN O 1 M ® LINEN (3)2X10 DF#2 M x°a N 8'-101/2" 4'21/2 z'-6^ .� 0 '-411 51-411 1 4" I 1In Lr) 00 101 UN O , 4'-0"' IMI LL v c I 1 0 S - -- S ZD H ' ----------- H v N 2'.4- 2--0" OPEN ° TO �D �+ 'BELOW LAUNDRY ROOM _ rTl 111-111 , 3'-81/211 ,( L 4k xLL N Q F�+�� o `4 BATH NE O7 =� I O ` I `N !� S " x vt O j� 1 E T O2 2X6 DF#2 I (2 M 2X6 DF#2 0 , (3)1.3/4X11.718 ML HEADER x x z ACW 848-2N AOM 848-2 O A (4)3'-8%"x 4'-71/4" -SERIES CASEMENT u 1 U I—I 3'-6" 3'-6" 10'-6" 10'-6" 3'-6" J, T-6" a cV Ems•' M %y 131-61/2" 4'-6" T 0" 4'Ot/z" 21'-0" 4'-01/2" 7-0" 4'-61 .ra 2S'pn b 'o \ O tib�� ti}ro Ac F all x 'n p / p.; �••� x Cooj N 0 r.., ��rz+ .V [ma y .C•i rybMC ^�°j U r1 ++ cf) Cb C 0 0 W �" ��b°ry PROPOSED 2ND FLOOR PLAN PROJECT NORTH E tib" �� o ° SCALE: 3/16" = V-0" ro b O o z� to `, u M H � o 0 e o Y• x t. DRAWN: MH/MS +� SCALE: M JOB#: M ..,T , 6/11/2020 SHEET NUMBER: A-5 REVISIONS: —1_ T _ 7- -1 1_ �- _ _� _I F -7 _ —I' 7- 1 -1' T - T I r- —r - IT T 171 I I I 1 1 I I I I 1 I I I I I I I I I I I I t -144- 144 - �- -I- � --'144 I I I I I I I I 1 1 1 1 1 1 1 1 1 1 1 1 -I- t - t- 1 I- -r - t - - r -1 - -f- - - t - t- 1 - -t- - t -1- - t - t - I I I I I I I I t I I I I I I I I I I I I I I 1 O -17 - 71 -1- 777 [ 77T I— 1- —� - —{— - 1- �- - _— -1 1- —+- - --4— -1 —!- - —i— - �. I [ —i - I I I - 1 -1 1- —1 - I I - 1 13'-6'/211 I 15'-6'/2" 211-011 1 I 17',-61/2 I O 6'-7" 8'-0" 7'-61/2" 10'-6" 10'-6" 7'-6'/211 10'-0" a IIA— ol O 7\\ BALCONY (4) 3'-8%"x 4'-71/4"A- RIES CASEMENT _ a o BA CONY o 1 I i� (3) 1-3/4X11.78 ML HEADER O O I i I ADH3244 FWGD60611L ADH3244 I ADH3244 FWGD60611R ADH3244 1 (3)2X8 HDR (3)9-1/J ML HR, (3)2X8 HDR, ( (3)2X8 HDR -,3)9-1)2 ML HDR (3)2 8 HDR Emo � \\ 15-1" �/ 20'-111 ' CATHEDRAL OPEN L � CATHEDRAw --- B D 'O M No. 3 TO El o BELOW \ 1 N = o l BEDROOM N . 2 N N a Q Q Q O AD DH3244 AD 3244 9'=6M \ 1 // 5'-6'/2" N I N x z 1 1 1 511_pll o 5 611 61_511 01 a o (3)2X8 HDR (3)2X8 HDR (3)2 .411 S HDR X ' 4'-0" � ( )2X10 DF# 2)2X DF# 2}2X10 DF#2 � N 2'-6" 4'-0" 2'-6" hw-1 F� S S I II --------------- BEDROOM 2'-0'1 1 No. 4 H - ----c�------- H N 00 CATHEDRAL (2)2X10 DF#2 FL Hco CA m BATH = m x - BATH N LOFT =N x z Q ^ I 1 1 I I N Q O N Lr) CATHEDRAL CEILING 1 I I I o 0 4'-0" I 'DN I I I 1 I I m :lh: LINEN ; ' ' ' (3)2X10 DF#2 a O I 1 I x _ m M o a N 8'-10'/2" 4'-21/2 _ ------- 1_411 51_411 1_411 I I ---------- :fl in o m 41 I = I ----------- X m [ ^ - 00 Iol to I 1 Q tom- X p IV- 0 o IMI u- N ---------- 4'0" '0 ,u S S -___---__- o v co 1..1 --------------- H V 2'-4" 2 Or. OPEN O �r tD co TO ---------- 'BELOW ---------- LAUNDRY ROOM - _ 00 u m ---------- p IC 00 rq w N - ,11_111 f 3'-01/2" Q N Q o BATH LINEN 0? r I ---------- S X ;n N O Ln E N .- T (2)2X6 DF#2 I ' (2)2X6 DF#2 W PARTIAL 2ND FLOOR PLAN o SCALE: 1/4" _ ,'-0" h°1 N H 1 � 9 =: r' t• DRAWN: MH/MS z• \ �' SCALE: JOB#: ` •* %•► 6/11/2020 SHEET NUMBER: A-5a REVISIONS: 11 ADH3244 IDH3244 AD 3244 $ -61/2 " N I %4 ' t 11 1 II L7 5'_6" 6'-5" (3)2X8 HDR (3)2X8 HDR (3)2X8 HDR 5.4 _Q o V J - 0. X ' N 4'-0" � ( )2X10 DF# 2)2X DF# 2)2X10 DF#2 2'-6- 4'-0" 2'-6" 00 S S ,� ' BEDROOM No. 4 H -------p ------- H N I II --------------- 00 CATHEDRAL W (2)2X10 DF#2 FL H Fq ' fV ce M =10 13-1" I ^ BATH i M m m N N LOFT I 1 I 1 I N X ¢ co cli BATH I N o O tV CATHEDRAL CEILING, 1 O m ¢ —1 —I=— _ . 9 I , I o 4'.0" I l DNrl 1 = X :Ih: LINEN ; ; (3)2X10 DF#2 • ° 8'-101/2" 4'-21/z 2'.6" 1_411 51-411 1-411 I I w O J ^ I I ------ - - QQ IOI N , O1 1 p 0o IMI LL N 4-0 o I I o I ( ---------- O S S N 1 H ----- ------- - H N 2'-4" 2'-0" v H ( OPEN O TO .° 'BELOW ---------- mn , LAUNDRY ROOM _ 0 W M 11'-1" ' 3'-81/2" _ _ /I --- -- -- N o r --------_- a ¢ O O BATH LINEN 00 I o ~' 111 rl O r E rO/ 1 T 1 ^ (2)2X6 DF#2 I ' (2)2X6 DF#2 M - - - - - I 1 1 1 - - - - - - - F� 11 p O p cV (3) 1-3/4X1I-7 8 ML HEADER -' ACW 848-2 IN N ACW 848-2 (4)3'-8%"x 4'-71/4" -SERIES CASEMENT 1 3' ol -6" 3'-6" 10'-6" 101-6" 3'-6" 3'-6" lie 13'-61/2" 4'-6" 7'-0" 4'-01/211 21'-0" 4'-01/2" 7'-0" " 4'-6 Ale ' to lQv. ko � xz IN, ' O U co Cb O ' C' b ev co �4 2�,o F 2 4 m `V o Q su ') o� , ' ��� �' PARTIAL 2ND FLOOR PLAN PROJECT NORTH ELoco v o O SCALE: 1/4" = 1'-0" r° o� Jn � , m L z �' 5 so Oh o A,• U) U M cz 10 to Qp#2 , 2�.7o b v• M Cb b O e /� w P4 9 �3 o" 4 A' Y 4. '{ DRAWN: MH/MS SCALE: „ JOB 1� 6/11/2020 k _ SHEET NUMBER: A-5b REVISIONS: v O �o 12 2 G� 12 0 4 L,�--------------------- o X N 1 4 O c 12 ^ v 4� ----------------------------- ------------------ ----- 7 ---------------------------- l . (2)'21 10 x9 7—l14E .314X9\I i l i I l 1p 1 a IN ---- ,v 2X10 RR(a?16"OC �, f '--------------------------------------- - t 12 I n - ------------------------------------------ ----------------------- ---- I 1 1 I (2)2X10 I I I � I 12 V 4 2X10 RR 6D16"OC �, 12 I � (2)2X1 12 1 , 12 , H 1 I I -2X10 RR na.16"OC 4� � i I 11 3/8° 3/S"� v I 1 1 2X10 RR na 16"OC x ' s I , CRICKET x� ry I I �TF w Q I (2)2X10 II ry o O ` ZD 2 P�,� O C" N 1 N 1 tV ti N t+V� V+ 2XIO DF#2 P 16"O 1 1 ry ry I i ' O 1 ik (��[ QA 1 ♦ I12 ♦ ' ' I ' �------------- ---' .-, I I ----------------- I ------ ---- ---------------------------- ------------' 1-1 - I 1 O ,____,_______ -------------- !1-3/014 ML RIDGE1 1.3/4X14 ML RIDGEI ------- -------- 1 I i I�1 r_____ ____ Ile Q I I ' 1.3/4X14 ML RIDGE i i 12 --__ I -------------' I 0 1 1 I I I I 1 1 8 I -------- 1 _______� 1 I ,p 11 I I ' I 1 1 1 I I I I I ' F7 �J i I cc 1 I ^ I I N I I 1.3/4X14 ML RIDGE ' 1 1 K ----------------------' I I. I •--------------------- -------% --------' 12 ' 1 ce N 2XIOD 2 R 1 "O ' I �---------------' I "- �' I JP\' �• I a� a I ti ' L----- ---- --- I I I 1 1 1 1 ' I Sry 1 tV W 1 1 c� ' QQ J I `-----------0 --------w -- --- 1 -------'fl ------ 1 •.`1' w L I "2 1 1 I I K _____________________ ------ ------ 1 12 O I I 12 II 3/PJII N I ' 11 II 1 I 1 i +' 2X10 RR n16"OC12 2X10RR��Ikoc I I X 1 1 1 1 1 II 3/8° ro I i i V1 r I I 1 1 .L I 1 1 I L__.� I I \ O �_. .--------- I .N^. 1 -----' `-----� ------------ 1 LAY '' F ------------- 1 1 - ' r , .¢ ------------- --------' 11 I I i I I I r 11 I 1 1 _________ _____ __ _ ___________, r ,fir ♦.`. , � ♦� I /I ' ----- ----- ------------ ------------------------ ' ' L�- ' t IVB/' n N � 1 12 i k i F R LAMINATEDEBROW RR8"OC (10'rad SPLAY,Trad ARCH r O pa 01� M o " � O X o co c. r u ' O "l r , Lr) U M 00 4J N W O PROPOSED ROOF PLAN PROJECT NORTH E SCALE: V = 5'-0" r r o ' r U r � �r O U) IM r r r \'O U DRAWN: MH/MS A7.4 A MR {�� JOB#: F� 6/11/2020 SHEET NUMBER: A-6 REVISIONS: REScheck Software Version 4.6.5 Compliance Certificate Wall 2:Wood Frame,16"o.c. 3,844 19.0 Y 0.0 0.060 198 Window 8:Wood Frame:Double Pane with Low-E 38 0.290 11 —__—� dh SHGC:0.25 Project Window 9:Wood Frame:Double Pane with Low-E 80 0.270 22 SHGC:0.26 Energy Code: 2015 IECC Window 10:Wood Frame:Double Pane with Low-E 209 0.290 61 Location: Southold, New York SHGC:0.30 Construction Type: Single-family Window 11:Wood Frame:Double Pane with Low-E 137 0.290 40 Project Type: New Construction SHGC:0.31 Conditioned Floor Area: 0 ft2 Door 4:Glass 82 0.300 25 Glazing Area 17% SHGC:0.26 LJ IL 11 LJ L_J LJ Climate Zone: 4 (5572 HDD) Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other U11111L] Permit Date: calculations submitted with the permit application.The proposed building has been designed to meet the 2015 IECC requirements in 77 ® �F"/~� Permit Number: REScheck Version 4.6.5 and to comply with the mandatory requirements listed(n the REScheck Inspection Checklist. LU Nil III I � V1 Construction Site: Owner/Agent: Designer/Contractor: Name-Title Signature Date DIPII;PO HOUSE 224()RUTH ROAD O MATTITUCK,NY .'.��`6uG�As'biYea•..':F,ihtYlfrA:..B+..Y.� -Y6...__.__....:.. ...-., _.._... _. .. ....._........».,.......o».a.....�.....e........"..... ...,.........,., -.. _ ..........-.. d Compliance: 9.2%Better Than Code Maximum UA: 947 Your UA: 860 Maximum SHGC: 0.40 Your SHGC: 0.28 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. _w It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope AssembliesFfl I I I I R o a 0-I Illa F, ..fir 11- I IF I I _ Floor 1:All-Wood Joist/Truss:Over Unconditioned Space �u4•� 3,257 30.0 0.0 0.033 107 � I� i Ceiling 1:Flat Ceiling or Scissor Truss 1,195 30.0 0.0 0.035 42 Ceiling 2:Cathedral Ceiling 2,062 30.0 0.0 0.034 70 Wall 1:Wood Frame,16"D.C. 2,540 19.0 0.0 0.060 118 Window 1:Wood Frame:Double Pane with Low-E 30 0.270 8 SHGC:0.25 Window 2:Wood Frame:Double Pane with Low-E 36 0.270 10 SHGC:0.32 Window 3:Wood Frame:Double Pane with Low-E 62 0.310 19 SHGC:0.33 Window 4:Wood Frame:Double Pane with Low-E 70 0.290 20 SHGC:0.30 Window 5:Wood Frame:Double Pane with Low-E 9 0.290 3 SHGC:0.36 Window 6:Wood Frame:Double Pane with Low-E 18 0.300 5 INTERIOR SECTION C SHGC:0.26 Window 7:Wood Frame:Double Pane with Low-E 9 0.280 3 SHGC:0.25 SCALE: 1/4" = V-0" Door 1:Solid 43 0.220 9 Door 2:Glass 67 0.300 20 SHGC:0.24 rTl Door 3:Glass 230 0.300 69 V�1 SHGC:0.26 Project Title: Report date: 06/10/20 Project Title: Report date: 06/10/20 A C) Data filename:D:\REScheck\DIPIPPO.rck Page 1 of 2 Data filename:D:\REScheck\DIPIPPO.rck Page 2 of 2 O O ►� x w x z O �D H _ a N H i - _ / o m 4 o m v u rn +; 5-5- i U El/a J cinE3 m o w C3., M+� P, �C; >.I _X - z " E 0 000 a; ` 6�0 � � .5 X. Cd � U m _�- Cu 00 _ 0 W zm� U O _ a WEE _ - N �5 J 9 7-7 ; tn LJ r � EDO y �� :3` DRAWN: MH/MS _ INTERIOR SECTION A r� A;,: SCALE: SCALE: 1/4" — 1 0 INTERIROR SECTION 6 '�yWlr;' �� JOB#: SCALE: 1/4 = 1 -0 6/))/2020 r SHEET NUMBER: A- 7 REVISIONS: 12 12 WOOD SHINGLE ROOF OVER CEDAR BREATHER 8 �bOG -3/4X14 8 AND UNDEPLAYMENT 4"SHEATHING ti (INSTALL PER MFGR) �@i ML RIDGE OVE2X12 RIDGE 2X6 16"OC 2X12 RIDGE (2)2X10 (2)2X10 VALLEY VALLEY 5/8"ATTIC PTS PLYWOOD 2X10 @16"OC BATH 3 3 3 0 11/4 0 LAUND YL��j WINDOW OPENINGS TO BE FLASHED 1 1/4 1 1/z 1 1/4 11/4 1 vz 1 1/4 11/4 11/2 11/4 � �� w/GRACE VYCOR SELF-ADHESIVE a LAV, o LAV. LAV. BEDROOM No. 2 �� / � LU SHASHING(INSTALL PER MFGR) W.C. W.C. W.C. 3'h RAILING B H SHO ER SHO ER O 5/4 DECKING OVER r— , 12 z 3 z 3 11/4 t vz z 3 1 1/4 2X ACQ SLEEPERS ! / 2 4 C.O. 11/4 {C.O. C.O. C.O. EPDM,FLASHED(TYP) 3/4"SUBFLOOR k10 RR 3 3 3 3 - — _ — 14"TJ 1360 @16"OC @J6/OC PERGOLA JOISTS @16"OC 2X10 ACQ @16"OC 2X10 @16"OC O (2)4X12 ACQ SOLID (2)9-1/2 ML w/ 14"TJ1360 @16"OC M (BOX 1N) BLOCKING V STEEL HEADER PRESTAINED CEDAR SHINGLES w (2) i-3/4X14 ML w/1/2"STEEL w/UNDERLAYMENT PER MFGR. 11/4 I I HALL MASTER BATH OVER 5/8"CDX SHEATHING t 1/4 11/2 t 1/4 1 1/a 11/z 11/4 11/2 11/a +11/4 11/4 2X6 STUD WALL(TYPICAL) ,. LAV SINK SINK o IAV, o LAV. O W.C. W.C. W.C. 13" O.W. D.W. F.A.I. - I I 12X12 FG SHO ER SHOWER Oi I I COLUMN 3 11/4 11/2 2 3 11/4 z 11/4 11/4 1 1 z {C.O. C.O. —II C.O. 4 03 C.O. 1 _ 3 3 3 3 1 1 6X6 ACQ o I i POST I I _ 2X6 ACQ PLATE OVER O O SILL SEAL,TERMITE SHIELD 43/4"SUBFLOOR STONE BD OVER 4"CONC.SLAB •• • . •. •• . . •• . . . •. •. . ,. ffl ? 14"TJ 1360 @16"OC 12"BANDING TRIM BOARDS TO BE AZEK :o,. REINFORCE SLAB w/6X6 10/10 WMM OVER _ _ PVC CELLULAR OR APPROVED EQUAL. SLOPE"1/4"PER FOOT PITCH TO DRAIN •° #4 EPDXY COATED REBAR @ 24"OC ew •° °.. TO APROVED 040 p ' a"C.I. SEPTIC SYSTEM 2X8 PLATE OVER •6 TRAP HOUSE p•••�•e• 'A•� ( W12X12 STEEL GIRDER tie j a4 a o•. PRESSURE TREATED SHEATHING .�b ° •6,• PLUMBING SCHEMATIC •• MIN.2'HIGH A7 PORCHES(TYP) •.'p a •!•�•' eI�•i• i 4'e a� , 24"X24"(AT POST LOCATIONS) SCALE: NOT TO SCALE _ a 12"PC WALL(lYP) PERMITER •�°`4 a 12"PC WALL,DAMPROOF O p •.C•e` ALL FILL BENEATH CONCRETE SLABS TO BE f�,► �d � REINFORCE w/#6 REBAR Ll . • COMPACTED TO 95%RELATIVE DENSITY •I ;p, • ;p EACH WAY(VERT.&HOR.)ASTM D-689.COMPACTION TEST AS NECESSARY. ! 48"OC(PER SM SOIL RATING) •' ALL CONC.WALLS AT aa. MASONRY WALL TO L4.,: 36"X24"FTG @ COLUMNS PROJECT MIN.4"FOR ��`,.• L• w/(3)#5 REBAR ew STRUCTURAL SLAB (V1F) :e 4"CONC.SLABWALL: .p. .. . .. . ..24"X12"CONC. FTG.' (3)#5 REBAR Pai s�"• a U 24"X12"CONC. FTG. h-�•E �D (3)#5 REBAR ~ N H 2" 2„ 2" ,a CROSS SECTION A Q SCALE: 1/4" = 1'-0" O O O O 12" O O O O 2" ® ® ' eo 2" FASTENER TYPE: SPACING: >~ O v No.8 WOOD-SCREW ^• u BASED ANCHOR WITH 16"OC O m 2in.EMBEDMENT LENGTH c th O �p a .0 • OO ® ® ®® s e O r No.10 WOOD-SCREWS x o O O W w o BASED ANCHOR WITH 16"OC v 21n.EMBEDMENT LENGTH � � Lf) Q) \ 1/4in.dia.LAGSCREW cl BASED ANCHOR WITH 16"OCO u !1. 21n.EMBEDMENT LENGTH x M ® ® ®® ® ® . 17 ' ----------- ----------- ----------- 0 O m *� 3/4"APA PLYWOOD �i' /Y U Cn SHEATHING ' 00 Qj 1/2"APA RATED SHEATHING C4 GRADE PLYWOOD (ALTERNATIVIVE:7/16"O.S.B.) ELI 1/2"APA RATED SHEATHING GRADE PLYWOOD ® O (ALTERNATIVIVE:7/16"O.S.B.) E=4 FASTENER TYPE: SPACING: 2X4 DF#2 No.8 WOOD SCREW STUDS INSTALL WINDOW(S)PLUMB,LEVEL AND SQUARE INSTALL JAMB FLASHING. INSTALL A DRIP CAP(IF FOLD HOUSEWRAP DOWN AT HEAD;TAPE �wf V BASED ANCHOR WITH io"oc .OOO PER MANUFACTURER'S INSTRUCTIONS;SEALANT APPLICABLE); HEAD FLASHING;AIR SEAL WINDOW AROUND tin.EMBEDMENT LENGTH Cn WINDOVY SILLTYPICAL WINDOW OPENING No.10 WOOD-SCREWS ®® BEAD AT JAMBS AND HEAD MAY BE OPTIONAL INSTALL HEAD DLASHING ENTIRE PERIMITER ON THE INTERIOR WITH cn ® ® ® ® BASED ON RISK FACTORS;IF SEALANT IS INSTALLED SEALANT OR NON-EXPANDING FOAM;EXPAND- Q' BASED ANCHOR WITH 12"OC IT MUST BE CHEMICALLY COMPATABLE WITH ING FOAM SHOULD NOT FILL THE SILL PAN. PANEL SPAN EQUAL OR SMALLER 2in.EMBEDMENT LENGTH HOUSEWRAP AND FLASHING, THAN 4 FEET 1/4in.dia.LAGSCRE:W QK BASED ANCHOR WITH 16"OC tin.EMBEDMENT LENGTH WINDOW WITH HOUSEWRAP DETAIL ® ® ® e ap TYPICAL DOOR OPENING PANEL SPAN GREATER THAN 4 FEET MULTIPLE PLYWOOD ASSEMBLIES FASTENER TYPE: SPACING: P4 21-2X4 DF#2 STUDS CONNECTED () No AND EQUAL OR SMALLER TOGETHER WITH STAINLESS STEEL .8 WOOD-SCREW Q BASED ANCHORR WITH 8"OC THAN 6 FEET OR GALVINIZED BOLTS W/WASHERS 2in.EMBEDMENT LENGTH u x AND NUTS @ 2'-0"O.C. No,10 WOOD-SCREWS TYPICAL MULTIPLE OPENINGS BA.EMBEDMENTLEH 91.OC tin.EMBEDMENT LENGTH PANEL SPAN GREATER THAN 6 FEET REW AND EQUAL OR SMALLER BASE dia.lHOR WITH Q BASED ANCHOR WITH 16"OC THAN 8 FEET 2in.EMBEDMENT LENGTH 1, WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL 4, AS PER SEC. R31.2.1.2, 2 NYS CODE; PROTECTION OF OPENING /:. ' '- , 1 WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" . (; • lr, DRAWN: MH/MS AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE AND TWO-STORY BUILDINGS. PANELS SHALL BE PRECUT TO °h ��. t SCALE: COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. (REFER TO SECTION 1609.1.4, 1609.6.5 AND TABLE 1609.1.4 OF N.Y.S. RESIDENTIAL �� JOB#: CONSTRUCTION CODE). THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE. ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. •..4�. �� ' 3 6/11/2020 ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS. SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. rte r+ SHEET NUMBER: HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. A- 8 REVISIONS: WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT 8c GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. KING STUDS N, ° RAFTER WALL STUD ENDWALL CRIPPLE STUD p , BOTTOM PLATE o RIDGE HEADER LEDGER BATH TUB ED DOUBLE JOIST SIDEWALL RAFTER JACK STUDS FLOOR USP NUMBER DESCRIPTION APPLICATION HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS "o 1ST. ADSS ANCHOR TO FOUNDATION W/ ANCHOR BOLTS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP JOIST DIRECTION WITH 2 JOISTS. UNDER WALL. 2ND. ADS5 ALL OPENINGS LSTA12 1-1/4"x12" 20go. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20ga. STRAP APPLY OVER RIDGE TO EACH RAFTE 2x6-2x8 LS26 18 a. SLOPE HANGER APPLY TO EACH RAFTER LEDGER ( ) ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH g / FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE HE FLOORS TO EACH OTHER W/ THREADEDf2D.j ALL OPENINGS RT3 OR RT71 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LS210 118go. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER BLOCKING ®24"OC WALL STUD W THROUGH—ROOF EXHAUST VENTS SELECTED AND METAL STRAP LOCATED BY CONTRACTOR F0 CRICKET AT TOP—SIDE OF VENTILATION CHANNEL F••�•� CHIMNEY AS REQUIRED RIM BOARD RAFTER SILL PLATE(S) WALL SHEATHING RAFTERS MAINTAIN VENNTAIN TILATION WOOD JOIST SIDEWALL FLASHING FOUNDATION - TOP PLATE BLOCKING O ' FINISH WALL AND MOISTURE 2x4 LEDGER BLOCKING O BARRIER TO LAP FLASHING 2x4 SOFFIT JOIST STAPPING TO BE ATTACHED TO WALL STUDS @48"OC AT WALL -- MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A FASCIA AND ALL WINDOW/DOOR OPENING JACK STUDS BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA _ _ I4 FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF -GUTTER Q•1 THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER INSTALL 4'0" O.C. SHALL BE COVERED WITH CORROSION— ONTIN. SCREENED VENT 4" — 8" LSTA24 1-1/4"x24" 20ga. STRAP AND JACK STUDS RESISTANT METAL MESH WITH MESH ONTIN. SOFFIT / EXT. PLYWOOD ON ALL OPENINGS ��' PROVIDE HEMMED EDGE AT OPENINGS OF 1/4 INCH IN DIMENSION. INSTALL 4'0" O.C. FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTION APPLICATION AND SO AS TO MAINTAIN AIR SOFFITED EAVE t 8" — 14" LSTA30 1-1/4"x30" 18go. STRAP AND JACK STUDS GAP TO PREVENT CAPILLARYCONNECT TO ON ALL OPENINGS `„ AC TION 4" — 6' RAFTER RT10 10-3/4" x 18ga. TYDOWN ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND INSTALL 4'O" O.C. CONNECT TO ROOF VENTILATION / OVER BEARING WALLS AND HEADERS 14" — 16" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS �,' 8" — 12" RAFTER RT20 21-1/8" x 20ga. TYDOWN ANCHOR EACH RAFTER SOFFITED EAVE DETAIL ON ALL OPENINGS KEEP ROOFING NAILS OUT OF FLASHING 2ND. FLOOR WALL ROOFING LAPS BASE ' FLASHING 4 INCHES BASE FLASHING WRAPS CORNERS, RAFTER oo RIDGE CAP OF SAME W EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING SIDES 4 INCHES AND LAPS NAILED TO SHEATHING SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT Q WOOD JOIST O x (----► TOP PLATE GIRDER/HEADER O 04 U SIDE WALL FLASHING WOOD JOIST p�-1 I H 1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS X48"OC A-i N H AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES AS TO FORM DD PROVIDE HEMMED EDGES SO RAFTERS F—•i Q RAINAGE CHANNELS AND ^ INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION 4" — 8" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION PRE—MANUFACTURED ON ALL OPENINGS RIDGE VENT FOLDS KEEP SHEATHING MIN. 1-1/2"EALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH RAFTER/PLATE RT15 TYDOWN ANCHOR CONNECT EACH FROM PEAK TO ALLOW FREE OVER RIDGE TO THE PROPER STEEL CONNECTOR.INSTALL 4'0" O.C. RAFTER TO PLATE CONFORM TO SLOPE IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS AIR PASSAGE / 8" — 16" MSTA48 1-1/4"x48" 16go. STRAP AND JACK STUDS CONNECT OVER OF ROOF TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD DBL. SILL PLATE O TERMITE SHIELD SILL GASKET , r SUBFLOOR WOOD JOISTS Nv 4 o NEOPRENE N r, — TYP. CONC. FOUNDATION A CONC. SLAB GASKET 2x6 /2x8 CONTINUOUS WOOD PLATE X .- 2 v C 6 MIL. POLY _ o CO r. r 2 DAMPPROOF EXTERIOR r � ( BOLTED TO STEEL BEAM WITH m �o 4 6MIL POLY ON EXTERIOR GRANULAR FILL \ 1/2 " DIA. BOLTS ® 48" o.c. STAG. X o r V s STEEL COLUMN w Ud« A • ° 4 ° 4 o, o \ ( ROOF JACK `�� ' Z U) v o CONC. SLAB ' �r ° ' � STEEL BEAM o00 rr e A o \• ANCHOR BOLT EMBEDMENT: COMPACT FILL POURED CONCRETE: 7" `� I 4" x 1/4" x 8" STEEL m V i ,y o B LOC K WALL: 15" `� TOP AND BOTTOM PLATE y r ROOFING LAPS KEYWAY FOOTING o P ° 4 ° FLASHING AT WITH 1/2" x 6" ANCHOR BOLT rn U cn p ° Q'n ^ CONC. FTG. p Q p G o' SIDES AND TOP ` 't USE WITH 3x3 SQUARE WASHERS ` 1/2" GROUT v ^o ANCHOR BOLT CONNECTION ` cv (USP LBPS58 OR BP583) �� o W p I I 3" STEEL COLUMN x', REINFORCING BAR FOUNDATION 5/8" DIA. ANCHOR BOLT i DRAIN TILE p ANCHOR BOLT CONNECTION SUPPORTING MAXIMUM SPACING FLASHING LAPS ( 10 KIPS ) SILL PLATE TO FOUNDATIONROOFING AT BOTTOM CRAWL SPACE OR FOUNDATION) 1 STORY 72" OC SILL PLATE TO FOUNDATION TYPICAL BEAM DETAIL TYPICAL CONC. FOUNDATION. APPLY PILASTERS MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG. CRAWL SPACE OR FOUNDATION 2 STORIES 36" OC STEEL / BOTTOM BEARING [W-i WHERE NEEDED FOR STRUCTURAL BRACING. ALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57" OC SLAB—ON—GRADE ROOF JACKS & VENTS DETAIL U O I I SUBFLOOR Q' CONC. SLAB I I DOOR FRAME 6X6 10/10 WWM N / GARAGE JOIST COMPACT FILL ' DOOR I �— USE 2X8 STEEL BEAM FOR BLOCKOUT 4" SLAB d P.T. PLATE W/ 6X6 WMM I SLOPE ° 4"DRIVEWAY NOTCH JOIST AND ADJUST HEIGHT u 1/2" AIR SPACE < I < ° 7 1 �•• (WITH A NAILING PLATE IF NEEDED) G�Lt'a , RTEND ANDES OF WOOD '„ '� ° , e' ° :° °° ° , ° SOBE EL BEAMOX.TO1GHER THAN ALLOW FOR SHRINKAGE GRADE , e. "a------cc--'-- �• ;- BEAMS - I I o '° o ° D a • '° (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) 11 ° od• 4 •" e� 6X6 W.W.M. 12" ' G MIN, GI T° GI • �I ° NOTCH BEAM FOR MUDSILL IF REQUIRED MAXIMUM% o C SUBFLOOR REINFORCING BAR �NOTCH 6•:, .,: >�, EQUALS 1/4 DEPTH OF BEAM . C REINFORCING BAR c , -III ° O°,° 'o �oJOIST DRAIN TILE �I O O I 12° SHEET METAL / 30# FELT UNDER BEAM AT POINT •�• n ° n ° ° STEEL BEAM ... •�� � � No C. OF CONTACT WITH CONCRETE OR CONC. BLOCK � ;.'; PLATE (BOLTED TC, .*A' TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. °„ SHIMS TO LEVEL BEAM REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. �t c'.,°f'' w DRAWN: MH/MS 3" MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOCKOUT �i* 4 '" `+ J SCALE: " . 6/11/2020 JOB#: N �`�� BEAM POCKET SHEET NUMBER: A-9 REVISIONS: CODE: 2015 IRC, 2016 NYS CLIMATIC&GEOGRAPHIC DESIGN CRITERIA UNIFORM SUPPLEMENT GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL D R SNOW SPEED DESIGN WEATHERIN LINE TERMITE DECAY DESIGN UNE N HAZARDS LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED 20 PSF 130 B SEVERE 3 FT. MODERATE SLIGHT TOTO HEAVY MODERATE 11 NONE - USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. SOIL COMPACTION: 4"MAX. 1). CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY EXISTING CONDITIONS. MINIMUM 3000# KING STUDS CAPACITY. 2). NEW FILL TO BE CLEAN OF ORGANIC MATERIAL. CONTRACTOR TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. REMOVE AND ADD ADDITIONAL FILL AS NEEDED. 4"DIA. MAXIMUM 3). COMPACTION OF NEW FILL SHALL BE AT LEAST 95% PROCTOR DENSITY (PER ASTM D 698 RAFTER CRIPPLE STUD AND ASTM D 1557). COMPACT THE SOIL AT 12" LIFTS (TYPICAL). CONTRACTOR TO HAVE FILL TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. LEDGER RIDGE HEADER DECK AND COVERED PORCH NOTES: 1). Unless otherwise noted, all framing material to be#1 ACQ pressure treated lumber. Z All fasteners, hangers and anchors to be galvinized or stainless steel. RAFTER JACK STUDS M2). Girders for deck joists to be bolted or anchored to each post or pier with washers and nuts Girders on concrete piers shall be anchored with proper steel connectors anchored into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. RAFTER-TO-LEDGER CONNECTION 3). Posts supporting girders shall be anchored to a minimum 24"x24"x12"thick concrete LEDGER TO BE CONNECTED TO BLDG. USING 1/2"DIA. BOLTS @16"OC WITH WASHERS HEADER-TO-POST/STUD CONNECTION footing. Use a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. Footings Shall RIDGE-TO-RAFTER CONNECTION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION III APPLICATION be 3 ft.below grade. LOCATION USP NUMBER DESCRIPTION APPLICATION 2x6-2x8 LS26 18ga.SLOPE HANGER APPLY TO EACH RAFTER/LEDGE ALL OPENINGS LSTA12 1-1/4"x12"20ga. STRAP APPLY TO EACH JACK STUD 4 STAIR RAILING ) Deck joists to have blocking at 8'0 o.c.. ROOF LSTA24 1-1/4"x24"20ga. STRAP APPLY OVER RIDGE TO EACH RAFTER 2X10 LS210 18ga. SLOPE HANGER APPLY TO EACH RAFTER/I EDGER, ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 5). Flashing shall be installed between the building and ledger. Lapping up the sheathing W 1-1/2"SPACE and over the ledger. Ledger to be fastened to building with 1/2"dia. bolts with washers and nuts at 16"o.c. MINIMUM 6).Concrete piers shall be a minimum 6"above grade. 0 HANDRAILS RAFTER 7).All joists to be supported pported with hangers and anchors. Each Joist shall also be anchored ^ to girder(s). I--1 RAFTER 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. w 9). Use Simpson hangers and anchors with Z-MAX tripple protective coating or equal O POST for any contact with ACQ. a TOP PLATE TOP PLATE �O BALUSTERS WALL STUD RIM/DECK JOIST ° HANDRAIL NOTES: OPEN BALUSTER ATTACHED TO WALL WALL STUD o All required handrails shall be of one of the following types or provided equivalent graspability. HANDRAIL CONNECTION RAFTER TO PLATE/STUD CONNECTION 1).Type I. Handrails with circular cross section shall have an RAFTER TO PLATE/STUD CONNECTION LOCATION USP NUMBER DESCRIPTION APPLICATION outside diameter of at least 1-1/4 inches and not greater ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER/PLAT RT15 TYDOWN ANCHOR CONNECT EACH than 2 inches. If the handrail is not circular it shall have a CONNECT TO RAFTER TO PLATE POST-TO-DECK CONNECTION perimeter dimension of at least 4 inches and not greater ` SHALL NOT BE LESS THAN 1-1/4"NOR MORE THAN 2" IN 4"-6" RAFTER RT10 10-3/4"x 18ga.TYDOWN ANCHOR than 6-1/4 inches with a maximum cross section of EACH RAFTER CONNECT OVER USE MIN. 2 CROSS SECTIONAL DIMENSION,OR THE SHAPE SHALL PLATE/WALL SPTH4 STUD PLATE ANCHOR ( ) 1/2" DIA.GALV. BOLTS WITH WASHERS AND NUTS dimension of 2-1/4 inches. PROVIDE AN EQUIVALENT GRIPPING SURFACE 8"-12" RAFTER RTZO 21-1/8"x 20ga.TYDOWN ANCHOR CONNECT TO PLATES TO EACH STUD EACHRAFTER 2).Type II. Handrails with a perimeter greater than 6-1/4 inches shall provide graspable finger recess area on both sides of the profile.The finger recess shall begin with a distance of 3/4 inch measured vertically from the tallest 4 MAX. portion of the profile and achieve a depth of at least 5/16 4" DIA. MAXIMUM inch within 7/8 inch below the widest portion of the W GIRDER/HEADER profile.The required depth shall continue for at least 3/8 � inch to a level that is not less than 1-3/4 inches below the Q 0 O tallest portion of the profile.The minimum width of the O GIRDER/HEADER handrail above the recess shall be 1-1/4 inches to a C) W maximum of 2-3/4 inches. Edges shall have a minimum Z Z� o o o radius of 0.01 inches.POST/COLUMN o ° POST/COLUMN O U NAILING SCHEDULE E�., n N � GIRDER/HEADERF•-'-i OOF SHEAT ING: JOINT DESCRIPTION POST-TO-GIRDER/HEADER CONNECTION QTY NAIL NOTES SPACING ►�•� STRUCTURAL PANEL gd AS PER TABLE 3.8 LOCATION USP NUMBER DESCRIPTION APPLICATION WFCM-SBC SPLICED JOISTS OVER HEADER/GIRDER 44 SOLID COLUMN PBS44/PBSE44/KC44 POST CAP ANCHOR APPLY TO EACH COLUMN DECK/PORCH RAILING LOCATION JUSP NUMBERI DESCRIPTION APPLICATION POST-TO-GIRDER/HEADER CONNECTION 6x6 SOLID COLUMN PBS66/PBSE66/KC66 POST CAP ANCHOR APPLY TO EACH COLUMN ROOF FRAMING: JOIST TO GIRDER/HEADER RT10 TYDOWN ANCHOR CONNECT TO EACH JOIST HOLLOW COLUMN SIMPSON STRRI/2 H.C. ANCHOR APPLY TO EACH COLUMN USE MIN. (2) 1/2"DIA.GALV. BOLTS WITH WASHERS AND NUTS JOINT DESCRIPTION NAIL NAIL NOTES QTY. SPACING RAFTER TO 8'WALL: 3-8d COMMO EACH TOE-NAIL TOP PLATE 10'WALL: 4-8d COMMO RAFTER o CEILING JOIST 8'WALL: 3-8d COMMO EACH N iv E TO TOP PLATE 10'WALL: 4-8d COMMO JOIST TOE-NAIL c`nn m v o CEILING JOIST TO AS PER TABLE 3.7 EACH FACE XSTU �, PARALLEL RAFTER WFCM-SBC LAP NAIL cn° r"' m o o. ° ' ® BEARING PLATE GIRDER CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE O X $ U OVER PARTITION WFCM-SBC LAP NAIL z og o COLLAR TIE AS PER TABLE 3.4 EACH FACECO 00 v E • TO RAFTER WFCM-SBC END NAIL (v° ° WOOD JOIST BLOCKING EACH TOE ,, '" a "•>,- TO RAFTER 2 -8d COMMON END NAIL 5 m RIM BOARD EACH ENID U') U m LEDGER I t •",>• 2 -16d COMMON .- u7 o GIRDER/HEADER II CONCRETE PIER TO RAFTER END NAIL`^ 00 v v WOOD JOIST WOOD JOIST 141 • `" WALL FRAMING: '. NAIL JOINT DESCRIPTION QTY SPACING NOTES FLUSH JOISTS WITH HEADER/GIRDER DOUBLE 2x TOP PLATE TO 2-16d COMMOI,I PER FACE NAIL CEILING JOIST TO BLDG.CONNECTION ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH I (MINIMUM) TOP PLATE FOOT I FOR HEADER HEADER/GIRDER-TO-POST CONNECTION H I TOP PLATES AT JOINTS FACE THE PROPER STEEL CONNECTOR LEDGER TO BE CONNECTED TO BLDG. USING 1/2" DIA. BOLTS @16"OC WITH WASHERS . I OR BEAM 4-16d COMMO I LOCATION USP NUMBER DESCRIPTION APPLICATION INTERSECTIONS EA. SIDE NAIL Q' IF ABLE,SET FIR JOISTS APROX. 1/4"HIGHER THAN LVL HEADERS �., TO ALLOW FOR SHRINKAGE. ROD I I (2) BEAMS PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH PIEF STUD TO 24" FACE s U REQUIRED I I STUD 2 16d COMMO O.C. NAIL 0 FOR STU (3) BEAMS PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH PIE to HEADER TO 16d COMMON 16"O.C. FACE • cA FLASHING TUCKED UNDER HEADER ALONG EDGES NAIL TOP OR BOTTOM 2 -l6d COMMO PER 2x4 STUD END TOP PIECE OF SIDING AND PLATE TO STUD 3 -16d COMMO PER 2x6 STUD NAIL LAPPED OVER FIRST CONTIN. BOTTOM PLATE TO: " PIECE OF SIDING BELOW THREADED ROD FLOOR JOIST, BAND JOIST, 2 -16d COMMO PER FACE NAIL END JOIST OR BLOCKING FOOT 1/2" DIA. LAG BOLTS W/WASHERS CNW COUPLER NUT U CONNECTED TO BLDG. @16"OC STRINGER POST DECK FRAMING: @16"oC MINIMUM (2)THRU- END DISTANCE JOINT DESCRIPTION NAIL NAIL NOTES 3— BOLTS I QTY. SPACING PB44 POST 4 p"dia. JOIST TO: PER TOE ANCHOR FLOOR FRAMING c PIER 16"TREAD o .•.• MINIM M s SILL,TOP PLATE OR GIRDER 4-8d COMMO JOIST NAIL 2x JOISTS °•° o • o a END NCE ° ° .°. •o •; ..,`•• > TO10115T END NOAILf;~ ;< 12"x12"x12" - 2-8d COMMO 7 GRADE •.a ••• CONC.SLAB �^ a •o CONCRETE FOOTING > . > °. IAS REQ.) a g ° •'�; •.�•• `^ e BLOCKING FOR TO JOIST END ',NAIL- JOIST 2-8d COMMO b A Y 1 Y 1 HANGER - ' o, CON , '� DECK PIER BLOCKING TO: EACH ��TOE� LAG BOLTS o ° 3'-0 • PIER HOLLOW COLUMN UPLIFT 3 -16d COMMO D ; � CONC. '•• V° PER PLAN > v v � " r• ��•• < Rlfn JOIST/BD. 0 0� �• SILL OR TOP PLATE BLOCK NAIL 4 ' n , , SIMPSON STRONG TIE MODEL STRRI/2 LEDGER STRIP EACH FAC ` ° 9°• >w= INSTALL AS PER MANUFACTURE'S RECOMENDATIONS DECK POST FTG. CONNECTION 3 -16d COMMO << ,? a DRAWN: MH/MS TO BEAM JOIST SPA L .,,�,,,.. . » ? SCALE: LOCATION USP NUMBER DESCRIPTION APPLICATION �, "� JOIST ON LEDGER PER •ET E JOB#: 3 -8d COMMO '' '' 4X4 POST PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH FOOTING TO BEAM JOIST N I �-3 ��j�" 6/11/2020 DECK/PORCH LEDGER CONNECTION 6X6 POST PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH FOOTING BAND JOIST PER END' - SHEET NUMBER: TO JOIST 3 -16d COMMOt I JOIST NAIL BAND JOIST TO: 2 -16d COMMO PER TOE NAIL A- 10 SILL OR TOP PLATE FOOT REVISIONS: CODE: 2020 IRC, 2020 NYS UNIFORM CLIMATIC&GEOGRAPHIC DESIGN CRITERIA FIRE PREVENTION AND BUILDING CODE GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD SNOW SPEED DESIGN WEATHERINC LINE TERMITE DECAY DESIGN UNDERLAYMEN WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL D LOAD (MPH) CATEGORY HAZARDS DEPTH TEMP. REQUIRED 20 PSF 130 B SEVERE 3 FT. MODERATE SLIGHT TO 11 NONE USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. TO HEAVY MODERATE SOIL COMPACTION: 4"MAX. 1). CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY EXISTING CONDITIONS. MINIMUM 3000# KING STUDS CAPACITY. 2). NEW FILL TO BE CLEAN OF ORGANIC MATERIAL. CONTRACTOR TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. REMOVE AND ADD ADDITIONAL FILL AS NEEDED. 4"DIA. MAXIMUM _ 3). COMPACTION OF NEW FILL SHALL BE AT LEAST 95% PROCTOR DENSITY (PER ASTM D 698 RAFTER CRIPPLE STUD AND ASTM D 1557). COMPACT THE SOIL AT 12" LIFTS (TYPICAL). CONTRACTOR TO HAVE FILL TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. LEDGER RIDGE HEADER DECK AND COVERED PORCH NOTES: 1). Unless otherwise noted, all framing material to be#1 ACQ pressure treated lumber. Z All fasteners, hangers and anchors to be galvinized or stainless steel. RAFTER JACK STUDS 2). Girders for deck joists to be bolted or anchored to each post or pier with washers and nuts -- - Girders on concrete piers shall be anchored with proper steel connectors anchored M into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. RAFTER-TO-LEDGER CONNECTION 3). Posts supporting girders shall be anchored to a minimum 24"x24"x12"thick concrete LEDGER TO BE CONNECTED TO BLDG. USING 1/2"DIA. BOLTS @16"( HEADER-TO-POST/STUD CONNECTION footing. Use a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. Footings Shall RIDGE-TO-RAFTER CONNECTION RAFTER SIZE USP NUMBER DESCRIPTION APPLIcArioN, LOCATION USP NUMBERI DESCRIPTION I APPLICATION be 3 ft. below grade. LOCATION USP NUMBER DESCRIPTION APPLICATION 2x6-2x8 LS26 18ga. SLOPE HANGER APPLY TO EACH RAFTER/LEDGE ALL OPENINGS LSTA12 1-1/4"x12"20ga. STRAP APPLY TO EACH JACK STUD 4). Deck g STAIR RAILING joists to have blocking at 8'0 o.c.. ROOF LSTA24 1-1/4"x24"20ga. STRAP I APPLY OVER RIDGE TO EACH RAFTER 2X10 LS210 18ga. SLOPE HANGER APPLY TO EACH RAFTER/LEDGER ALL OPENINGS RT30RRT71 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 5). Flashing shall be installed between the building and ledger. Lapping up the sheathing W 1-1/2"SPACE and over the ledger. Ledger to be fastened to building with 1/2"dia. bolts with washers and nuts at 16"o.c. MINIMUM 6). Concrete piers shall be a minimum 6"above grade. O All)7 . joists to be supportedg HANDRAILS RAFTER with hangers and anchors. Each Joist shall also be anchored to girder(s). RAFTER 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. w 9). Use Simpson hangers and anchors with Z-MAX tripple protective coating or equal O POST for any contact with ACQ. a TOP PLATE TOP PLATE C BALUSTERS RIM/DECK JOIST o HANDRAIL NOTES: a OPEN BALUSTEATTACHED TO WALL WALL STUD WALL STUD o All required handrails shall be of one of the following types R HANDRAIL CONNECTION 1�j or provided equivalent graspabiliry. RAFTER TO PLATE/STUD CONNECTION 1).Type 1. Handrails with circular cross section shall have an RAFTER TO PLATE/STUD CONNECTION ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH LOCATION USP NUMBER DESCRIPTION APILICAIfION outside diameter of at least 1-1/4 inches and not greater OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER/PLATE RT15 TYDOWN ANCHOR COPNECTf-EACH than 2 inches. If the handrail is not circular it shall have a CONNECT TO RAFER TO PLATE POST-TO-DECK CONNECTION perimeter dimension of at least 4 inches and not greater SHALL NOT BE LESS THAN 1-1/4"NOR MORE THAN 2"1N 4"•6"RAFTER RT10 10-3/4"x 18ga.TYDOWN ANCHOR EACH RAFTERthan 6-1/4 inches with a maximum cross section of PLAETO E ' CROSS SECTIONAL DIMENSION, OR THE SHAPE SHALL PLATE/WALL SPTH4 STUD PLATE ANCHOR TETO ET OVERACH STUD USE MIN. (2) 1/2,�DIA.GALV. BOLTS WITH WASHERS AND NUTS dimension of 2-1/4 inches. PROVIDE AN EQUIVALENT GRIPPING SURFACE 8"-12"RAFTER RT20 21-1/8"x 20ga.TYDOWN ANCHOR CONNECT TO EACH RAFTER 2).Type 11. Handrails with a perimeter greater than 6.1/4 inches shall provide graspable finger recess area on both sides of the profile.The finger recess shall begin with a distance of 3/4 inch measured vertically from the tallest portion of the profile and achieve a depth of at least 5/16 4 inch within 7/8 inch below the widest portion of the W 4"DIA. MAXIMUM GIRDER/HEADER profile.The required depth shall continue for at least 3/8 i f� inch to a level that is not less than 1-3/4 inches below the Q GIRDER/HEADER tallest portion of the profile.The minimum width of the O O handrail above the recess shall be 1-1/4 inches to a 0 W o maximum of 2-3/4 inches. Edges shall have a minimum z JOIST POST/COLUMN o° O o radius of 0.01 inches. M POST/COLUMN O P4 U NAILING SCHEDULE n N � GIRDER/HEADERF••+•1 OF SHEATHING: NAIL POST-TO-GIRDER/HEADER CONNECTION JOINT DESCRIPTION QTY SPACING NOTES F--1 AS PER TABLE 3.8 LOCATION USP NUMBER DESCRIPTION APPLICATION STRUCTURAL PANEL gd WFCM-SBC SPLICED JOISTS OVER HEADER/GIRDER 44 SOLID COLUMN PBS44/PBSE44/KC44 POST CAP ANCHOR APLY7C EACH COLUMN DECK/PORCH RAILING 6x6 SOLID COLUMN PBS66/PBSE66/KC66 POST CAP ANCHOR APLY TO EACH COLUMN LOCATION USP NUMBER DESCRIPTION APPLICATION POST-TO-GIRDER/HEADER CONNECTION ROOF FRAMING: HOLLOW COLUMN SIMPSON STRRI/2 H.C. ANCHOR AFLY TO EACH COLUMN NAIL NAIL JOIST TO GIRDER/HEADER1 RT10 ITYDOWN ANCHOR CONNECT TO EACH JOIST' USE MIN. (2) 1/2"DIA.GALV. BOLTS WITH WASHERS AND NUTS JOINT DESCRIPTION NOTES QTY. SPACING RAFTER TO 8'WALL: 3-8d COMMON EACH TOP PLATE 10'WALL:4-8d COMMO TOE-NAIL RAFTER CEILING JOIST 8'WALL: 3-8d COMMONEACH cm O N v TO TOP PLATE 10'WALL:4-8d COMMO JOIST TOE NAIL ry �+ �' m C o STU o �. m m CEILING JOIST TO AS PER TABLE 3.7 EACH FACE CU N x ® PARALLEL RAFTER WFCM-SBC LAP NAIL C" ° M `- " BEARING PLATE I ca o GIRDER CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE O x o OVER PARTITION WFCM-SBC LAP NAIL R; w (D TO RAFTER WFCM-SBC END NAIL —1 � cc, °�° ° t i� '-'' C v Ln s~ o COLLAR TIE AS PER TABLE 3.4 EACH FACE ° WOOD JOIST _ • BLOCKING I s~ ° • EACH TOE 'T Q" TO RAFTER 2 -8d COMMON END NAIL •. ,' •Y RIM BOARD EACH END U LEDGERI CONCRETE PIER TO RAFTER 2-16d COMMON END NAIL 1-011 U) t p GIRDER/HEADER II 00 ,o WOOD JOIST 0 •' Ly v � °' WOOD JOIST • `" WALL FRAMING: JOINT DESCRIPTION NAIL NAIL NOTES DOU62x QTY. SPACING FLUSH JOISTS WITH HEADER/GIRDER 1 (MINIPM) TOP PLATE TO PER 2 -16d COMMO FACE NAIL CEILING JOIST TO BLDG.CONNECTION ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH I I FOR HDER HEADER/GIRDER-TO-POST CONNECTION TOP PLATE FOOT THE PROPER STEEL CONNECTOR. OR BVl COMMON TOP PLATES AT JOINTS FACE I H EM LEDGER TO BI.CONNECTED TO BLDG. USING 1/2" DIA. BOLTS @16-OC WITH WASHERS � IF ABLE, SET FIR JOISTS APROX. 1/4" HIGHER THAN LVL HEADERS I I LOCATION USP NUMBER DESCRIPTION APPLICATION INTERSECTIONS 4-16d EA.SIDE NAIL � ROD TO ALLOW FOR SHRINKAGE. I (2) BEAMS PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH PIE STUD TO 24" FACE U REQUIRED I I STUD 2 16d COMMO O.C. NAIL Q FOR STU (3) BEAMS PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH PlEli HEADER TO 16"O.C. FACE HEADER 16d COMMON ALONG EDGES NAIL FLASHING TUCKED UNDER I I TOP OR BOTTOM 2 - 16d COMMOP I PER 2x4 STUD END TOP PIECE OF SIDING AND PLATE TO STUD 3 -16d COMMOP I PER 2x6 STUD NAIL LAPPED OVER FIRST CONTIN. THREAD ROD BOTTOM PLATE TO: PER PIECE OF SIDING BELOW FLOOR JOIST, BAND JOIST, 2 -16d COMMO FOOT FACE NAIL Q 1/2" DIA. LAG BOLTS W/WASHERS CNW COLER NUT END JOIST OR BLOCKING CONNECTED TO BLDG. @16"OC STRINGER MINIMUM POST DECK FRAMING: cV @leoc D DISTANCE (2)THRU- JOINT DESCRIPTION NAIL NAIL NOTES N P644 POST a BOLTS ' QTY. SPACING ANCHOR IINIM M ' JOIST TO: 4-8d COMMO PER TOE " PIER • •••' s " SILL,TOP PLATE OR GIRDER JOIST NAIL ep ie"TREAD ' ' : , o o o) 4,NCE ° BRIDGING EACH TOE FLOOR FRAMING 2x JOISTS , o 12"x12"x12" w o .. .., V 2 -8d COMMON a4 •• •• > TO JOIST END NAIL ., ,•. �. RAD • CONC.SLAB y o ••$, CONCRETE FOOTING BLOCKING FOR b, (AS REQ.) �4 :aA • ' % ENAIL LAG aA rt JOIST HANGER B"dia. DECK PIER > TO JOIST" ACH 2 -8d COMMONEND • LAG BOLTS ; CONC. •n ° PER PLAN ° 0 3'-0 a- ° BLOCKING TO: EACH TOE PIER HOLLOW COLUMN UPLIFT RIM JOIST/BD. n ' ob9y s<�9s' SIMPSON STRONG TIE MODEL ST(2 3 16d COMMO C+ SILL OR TOP PLATE BLOCK NAIL y � .q LEDGER STRIP EACH FAC INSTALL AS PER MANUFACTURE'S RECOhDATIONS DECK POST FTG.CONNECTION 3 16d COMMOr I lotr DRAWN: MH/MS > TO BEAM JOIST NAIL e . "a> l SCALE: ° LOCATION USP NUMBER DESCRIPTION APPLICATION JOIST ON LEDGER PER TOE " 4X4 POST PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH FOOTING TO BEAM 3 -8d COMMON JOIST NAIL ? JOB#: DECK/PORCH LEDGER CONNECTION 6X6 POST PAU66 OR WE66 POST/BEAM ANCHOR 6/29/2020 APPLY TO EACH FOOTING BAND JOIST 3 -16d COMMONPER END �. ! .� x SHEET NUMBER: TO JOIST JOIST NAIL � r- BAND JOIST TO. T AT SILL OR TOP P 2 -16d COMMONPER TOE NAIL E FOOT A- 16