Loading...
HomeMy WebLinkAbout52520-Z pf SOplyo`o Town of Southold * * P.O. Box 1179 io 53095 Main Rd °l4.COUNIM Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 47207 Date: 07/08/2026 THIS CERTIFIES that the building ACCESSORY-NEW STRUCTURE Location of Property: 29827 Route 25 Orient, NY 11957 See/Block/Lot: 14.-2-1.8 Conforms substantially to the Application for Building Permit heretofore, filed in this office dated: 10/22/2025 Pursuant to which Building Permit No. 52520 and dated: 12/05/2025 Was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: Accessory garage as applied for. The certificate is issued to: Sinclair SP Revoc Trt Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: ELECTRICAL CERTIFICATE: 52520 05/04/2026 PLUMBERS CERTIFICATION: Au o ize Signature ��,ofsnur,,o TOWN OF SOUTHOLD` BUILDING DEPARTMENT SOUTHOLD, NY oI�Co INTV.N4� 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#: 52520 Date: 12/05/2025 Permission is hereby granted to: Sinclair SP Revoc Trt PO BOX 489 Orient, NY 11957 To: Construct a new garage accessory to an existing single-family dwelling as applied for. Premises Located at: 29827 Route 25, Orient, NY 11957 SCTIVI# 14.-24.8 Pursuant to application dated 10/22/2025 and approved by the Building Inspector. To expire on 12/05/2027. Contractors: Required Inspections: Fees: Accessory-New Structure $485.00 CO Accessory Structure $100.00 Total $585.00 Building Inspector pF SO!/lyolo Town Hall Annex Telephone(631)765-1802 54375 Main Road G Q P.O.Box 1179 • �� Southold,New York 11971-0959 �lif'COWN BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Sinclair SP Revoc Trust Address: 29827 Route 25 city: Orient st: NY zip: 11957 Building Permit#: 52520 Section: Block: Lot: WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Electrician: Fausto Lopez License No: ME-59226 SITE DETAILS Office Use Only Commercial Indoor X Basement Service Solar Residential X Outdoor X 1st Floor Pool Battery Storage As-built Renovation 2nd Floor Hot Tub EV Charger New X Addition Attic Spa Generator Survey Mezzanine Garage X I Dock INVENTORY Service 1 ph In-wall Heater Recpt 5 Ceiling Fixtures Smoke Detectors Pump Service 3 ph Hot Water GFCI Recpt 2 Wall Fixtures 3 CO Detectors Heater Main Panel A/C Condenser Single Recpt RecessdFixtures Combo Smoke/CO Transformer Sub Panel 100 A/C Blower Range Recpt Ceiling Fan Heat Detectors 1 Salt Gen Transfer Switch Mini Split Dryer Recpt UC Lights Fridge AutoCover ARC Blower Heads Switches 4 Pucks Lights Dishwasher Mini Fridge GFI SepticDisconnect Emrgency Strobe 4'LED 4 Microwave Garbage Disp. ARC/GFI ERV Exit Lights Bath Exhaust Hood Dehumidifier Other Equipment: Notes: DETACHED GARAGE Inspector Signature: Date: May 4, 2026 oF souryOlo # # TOWN OF SOUTHOLD BUILDING DEPT. coum, 631-765-1802 INSPECTION - FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ]. RENTA REMARKS: l U.6v 0 DATE INSPECTO SOUTh°lo # # TOWN OF SOUTHOLD BUILDING DEPT. coum, 631-765-1802 INSPECTION [ OUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ 7FRAMING DATION 2ND [ ] INSULATION/CAULKING[ /STRAPPING [ ] .FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: ta &Aov,- cffimlm r DATE INSPECTO pF SOG,yOIo c5 a5 a© Q2 9 V 7 # TOWN OF SOUTHOLD BUILDING DEPT. ^ou , 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ) .FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ j ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: t ctc� 6f, rni e re- ci,v,& �rv-[eAf-(A- DATE INSPECTOR Of SOUTyo� # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 � INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I ULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL [. ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT:CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE-VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: ON A7p� A DATE IINSPECTOR FIELD INSPECTION REPORT DATE M NTS VAN N FOUNDATION (1ST) a ------------------------------------ C FOUNDATION (2ND) R z S � SO y ROUGH FRAMING& y PLUMBING �p 1 d C� r INSULATION PER N.Y. STATE ENERGY CODE o FINAL VJ ADDITIONAL COMMENTS 5 OA 7,o d me S z �o x r� - x d b mow Co TOWN OF SOUTHOLD — BUILDING DEPARTMENT �aJ y Town Hall Annex 54375 Main Road P. 0. Box 1179 Southold, NY 1 1 971-0959 • Telephone(631)7f 5-1802 Fax (631)765-9502 Mps:Amm-southoldtownny.gov Date Received APPLICATION FOR BUILDING PERMIT < L For Office Use Only s� OCT 2 2 2025 PERMIT N05 A 5 A o Building Inspector: L LD s._➢"tf7ien Applications and forms must be filled out in their entirety. Incomplete applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. Date: ` 2 2 Z v2 OWNER(S)OF PROPERTY: Name: l Scinal,rq .�( ale. a L rFSCTM- - #1000- - 14- - - L. 9 - - Project Address: �l�' C;t l .Or Phone#: 9,Q r7 _ R 35 Email:sQ .fin Cyr Mailing Address:gv. 3bX�'i CONTACT PERSON: Name: GOACLI V I S r Mailing Address: Phone#: 51 b - -7 a _ Email: PI SKr ab00. Co rn DESIGN PROFESSIONAL INFORMATION: Name: C)a I O Gt I Qxclr)( +e_C+_ Mailing ✓ Address rn // -�- ,rn .� wek-(n e" N+l 114 0 Phone#:631-- J! ! -92 V-0a. Email: I IV-�O A +L) T- +ectS CoM CONTRACTOR INFORMATION: I Name: G� �[S �Z`r �l/I• L of l(1 d- . )C�NUUGL�I N (A��' . Mailing Address: pa 3 t Qur� 1 [-3 Phone#: ���-7��- l Email: -�[S Ky- C*w.Colm DESCRIPTION OF PROPOSED CONSTRUCTION New Structure ❑Addition ❑Alteration []Repair ❑Demolition Estirnated Cost of Project: ❑Other $ . 000 Will the lot be re-graded? ❑Yes IKO Will excess fill be removed from premises? ❑Yes Leo PROPERTY INFORMATION Existing use of property: f rty: desla" - - I . - - {des► e'n-f-al Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes El No IF YES, PROVIDE A COPY. ❑ Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water Issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized Inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print name): &Authodzed Agent ❑Owner Signature of Applicant: Date: /O/�'��Zp:Z - - - _'0. STATE OF NEW YORK) COUNTY OF St,14.t y' ) 01:3 arc/ ( r l e� being duly sworn, deposes and says that(s)he is the applicant (Name of indi idual signing contract)above named, (S)he is the () QC) +QG (Contractor,Agent,Corporate Officer, etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief; and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this / day of hn. w � .20 -5- Notary Public CHRIST.OPHER B BONDARCHL►K PROPERTY OWNER AUTHORIZATION NOT41?1 P1IRI.I( �T•1T1-OF NFW Y0RK Regisu•awn No (1180I019941 (Where the applicant is not the owner) Qualified m S111INk CO min M%Cummiwon Expires d I, SCIMUOL Sinclaw residing at o�9 � / RIA do hereby authorize a talr J FA hew- to apply on my behalf tothe Tow f Southold Building Department for approval as described herein. & I ,2 2z 20zs Owner's Signature II Date 1 J 2 eO7ke�d u <kkJ l Print Owner's Name Albert J. Krupski, Jr. ��° PTO}]E M[WATIER SUPERVISOR MA\N AGIEMIEN T SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOUTHOLD,NEWYORK 11971 , Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT REFERRAL FORM ( APPLICANT INFORMATION TO BE COMPLETED BY THE APPLICANT ONLY FOR PROPERTIES ONE ACRE IN AREA OR LARGER. ) ^APPLICANT: (Property Owner, Design Professional, Agent, Contractor, Other) NAME: Hideaki Ariizumi Date: Rind Nov. 18, 2025 (Signature) Contact Information: hideak'agt jd.� ioaharrhitPrts mom (E-.\tail&TeleplsoneNun*erl 631'323 1426 Property Address / Location of Construction Site: 29827 Main Road, Orient, NY 11957 S.C.T.M. #; 1000 District r l,x I ' 14 02 1.8 ( 1 i Section Block Lot N O V 1 8 2025 ��.�;� $Fi�'iE7"+t;£ BE COMPLETED BY SOUTHOLD TOWN ENGINEERING DEPARTMENT - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ❑ - Area of Disturbance is less than I Acre. No S:P.D.E.S. Permit is Required 1 Project does Not Discharge to Waters of the State. No S.P.D.E.S. Permit is Required! ❑ - Area of'Disturbance is Greater than 1 Acre&Storm-water Runoff Discharges Directly to Waters of the State of New York. THE APPLICANT MUST OBTAIN a S.P.D.E.S.Permit DIRECTLY From N.Y.S. D.E.C.Prior to Issuance of a Building Permit. - Area of Disturbance is Greater than 1 Acre&Storm-water Runoff Flows Through Southold Town's MS4 Systems to Waters of the State of New York. THE APPLICANT MUST OBTAIN a S.P.D.E.S. Permit through the Southold Town Engineering Department Prior to Issuance of a Building Permit. Reviewed By: Date: FORM 0 SMCP' TOS December 2024 FFO( BUILDING DEPARTMENT- Electrical Ins actor TOWN OF SOUTHOLD 1=� -'. MAY - 4 2026 o ` Town Hall Annex - 54375 Main Road - PO Box 1179 ,. *► Southold, New York 11971-0959 oyhO� �ap�� Telephone (631) 765-1802 APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: y- 0 Zr Company Name: �„ j- 2 crnZAn Electrician's Name: License No.: 1yg, 5f 2, Elec. email: Elec. Phone No: I request an email copy of Certificate of Compliance r Elec. Address.:. ,Foe JOB SITE INFORMATION (All Information Required) Name: Address: 2 1,T,2-,7- a-r Cross Street: Phone No.: Bldg.Permit#: 52 S2D email: Tax Map District: 1000 Section: Block: Lot: BRIEF ��DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): (�i4 e24 eZ. Square Footage: -p Circle All That Apply: Is job ready for inspection?: ❑ YES ❑ NO ❑Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES ❑ NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION \- <�A k(fib 1�1�� S�EFpI,� BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD f.' i MtaY - o Town Hall Annex - 54375 Main Road - PO Box 1179 Southold New York 11971-0959 o41- �ap�� Telephone (631) 765-1802 APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 2 Company Name: e 2 1 Cl 7-/ e(e- Electrician's Name: v License No.: Elec. email: r,,0 9,t,ee,, Elec. Phone No:—� I request an email copy of Certificate of Compliance Elec. Address.: ' JOB SITE INFORMATION (All Information Required) Name: Address: 2 1 ly,2 D r Cross Street: Phone No.: Bldg.Permit#: 52 S20 email: Tax Map District: 1000 Section: `} Block: a Lot: J,8 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square Footage: Circle All That Apply: Is job ready for inspection?: YES [] NO Rough In Final Do you need a Temp Certificate?: ❑ YES ❑ NO Issued On Temp Information: (All information required) Service Size[1 Ph[3 Ph Size: A # Meters Old Meter# ❑New Service Fire Reconnect[Flood Reconnect[Service Reconnect[Underground[]overhead # Underground Laterals 1 2 H Frame M Pole Work done on Service? Y FIN Additional Information: PAYMENT DUE WITH APPLICATION \A '�, l 6U �ZQ—C�+ 11a1cit PERMIT# Address: Switches Outlets }}{, GFI's 1� Surface lilt Sconces H H's UC Lts Fridge HW POOL Fans Mini Fr. W/D PanelPump Exhaust Oven Sump Heater Trnsfmr Smokes DW Generator 'Salt Gen. Carbon:, Water Bond Micro GrbDis Lights Heat � Pucks ERV HOT TUB SPA Inst Hot DeHum Transfer Disc Combo Cooktop Minisplit Blower AC AH Hood Blower Service Amps Have Used Sub Amps Have Used Comments c I r•- C V L) V r ` S A 4 QED �1 t4 14'Og► v N. 79f 00 44F tin •" w gH r ?n tt� z tw w rays• w a N QJ d1 O s�W`ti Z 0 - o � tt� a 7 To yflp�nn ,� �► ••y ;) r n O � OCh to 4D � 4 AREA = 5.7251 acres to tie lines CERTIFIED TO, BECKY JOHNSTON PECONIC ABSTRACT, INC. ' LONG ISLAND SAVINGS BANK N O O w•tit W u� �Jr I T9'�� w �. wCAy 433.64` ON ,3�p� E. O o O r� t9 �� •� 219.04� Rig `u� µ S. 79 38`30" W. tt3 CR ;�q VANCY pTU�'ECONSW � T� N .. �= N/0 � 0 ' � C/,qmS Nh' ,,% .�... I/A }, ' • S f e2 l, li 11 DEC - 5 2025 A Q E STINI UR I TE MA TABLE R,2411.20`1 CUIWAJE-AND-l " GE RAP-HINC. ERIA CRO'Ll N C� '0A Nq D'. -12- ISMIlDc SU EJ EC 75 T 0 Cl AMIAG E F 10%OM '0AN,TER ICESHIELO, FLO-OD, SFEEDL 'D ES'E'S I'M DESuMiN Wra,:ERLAY '.-jAZf4RC" (JtOL Lo-c C T ROM TERMITE- .:DE- Y QAFECYC,-,�e VZO07HER- TBAR LYNE JM E W ING DEPTH(O.) EQU RMIr 20 Its �120 SEVERE A:-T-cf, MODERA7E SLIGHT70 ill (ES W TO H ENV'( Flel 0 D E RAJ E PROJECT: GENERAL NOTES: BUILDING DEPARTMENT NOTES: LIST OF DRAWINGS: studio a/b architects The Garage THE FOLLOWING NOTES SHALL APPLY THROUGHOUT. EXCEPTIONS ARE SPECIFICALLY NOTED ON THE FOLLOWING NOTES SHALL APPLY THROUGHOUT. APPROVED AS NOTED 1/4 T.01 Titile Sheet 651 West Main Street, EACH DRAWINGS. 1. ALL WORK SHALL BE EXECUTED IN FULL COMPLIANCE WITH THE APPLICABLE PROVISIONS OF ALL 2/4 A.01 Site Plan Eo 5 a D Riverhead, NY 11901 02 1. ALL WORK OF THIS CONTRACT SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITION OF THE LAWS, BY-LAWS, STATUTES, ORDINANCES, CODES, RULES, REGULATIONS,AND LAWFUL ORDERS DATE:��-5� B.P.# 631 591 24 3/4 A.02 Floor Plan, Sections, Elevations, Electrical Layout (��j �('� 631 3231426 Owner: NEW YORK STATE(NYS) RESIDENTIAL CODE OF PUBLIC AUTHORITIES BEARING ON THE PERFORMANCE AND EXECUTION OF THE WORK. 4/4 S.01 Structural Notes, Roof Decking Layout,Typical Details F&5L15.6D BY: info@studioabarchitects.com Sandra Sinclair NYS FIRE CODE THE CONTRACTOR SHALL PROMPTLY NOTIFY THE TOWN AND ARCHITECT/ENGINEER OF ANY APPLICABLE SUFFOLK COUNTY HEALTH REGULATIONS AND STANDARDS PORTIONS OF THE WORK IN THE CONTRACT DOCUMENTS THAT ARE AT VARIANCE WITH THE NOTIFY BUILDING DEPARTMENT AT 29827 Main Road TOWN OF SOUTHOLD REGULATIONS ABOVE. 631-765-1802 8AM TO 4PM FOR THE Orient, NY 11957 OTHER AGENCIES HAVING JURISDICTION ON THE WORK OF THIS CONTRACT 2. ALL MATERIALS,ASSEMBLIES, FORMS METHODS OF CONSTRUCTION AND SERVICE EQUIPMENT FOLLOWING INSPECTIONS. Phone: 631 323 8040 SHALL MEET THE FOLLOWING REQUIREMENTS: e-mail: sansinc@optonline.net 2. DRAWINGS ARE NOT TO BE SCALED. USE DIMENSIONS ONLY,ALL DIMENSIONS AND CONDITIONS a) THEY SHALL HAVE BEEN ACCEPTABLE TO THE SOUTHOLD BUILDING DEPARTMENT. FOUNDATION-TWO REQUIRED Owner: SHOWN AND ASSUMED ON THE DRAWINGS MUST BE VERIFIED AT THE SITE BY THE CONTRACTOR b) THEY SHALL HAVE BEEN ACCEPTED FOR THE USE UNDER THE PRESCRIBED TEST METHODS BY FOR POURED CONCRETE Sandra Sinclair BEFORE ORDERING ANY MATERIAL OR DOING ANY WORK.ANY DISCREPANCIES IN THE DRAWINGS THE REGULATING AGENCIES. ROUGH-FRAMING&PLUMBING AND SPECIFICATIONS SHALL BE REPORTED TO THE ARCHITECT. NO CHANGE IN DRAWINGS OR 3. MATERIALS OR ASSEMBLIES REQUIRED TO HAVE A FIRE RESISTANCE RATING SHALL COMPLY 29827 Main Road Orient, NY 11957 Site Address: SPECIFICATIONS IS PERMISSIBLE WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. NO WORK WITH ONE OF THE FOLLOWING: INSULATION 29827 Main Road SHALL PROCEED UNTIL SUCH DISCREPANCY HAS BEEN RECTIFIED. a) THEY SHALL CONFORM WITH EITHER THE APPLICABLE CODES OR Phone 631 323 8040 Orient, NY 11957 b) THEY SHALL HAVE BEEN TESTED IN ACCORDANCE WITH ASTM E119, STANDARD METHODS OF FINAL-CONSTRUCTION MUST e-mail sansinc@optonline.net 3. THE ARCHITECT HAS INDICATED AND ESTIMATED CERTAIN CONDITIONS EITHER NOT SHOWN OR FIRE TESTS OF BUIILDING CONSTRUCTION AND MATERIALS AND ACCEPTED BY THE SOUTHOLD BE COMPLETE FOR C.O. Tax Map#: NOT CONSIDERED RELIABLE ON OLDER DRAWINGS FURNISHED TO THE ARCHITECT, OR NOT TOWN BUILDING DEPARTMENT ALL CONSTRUCTION SHALL MEET THE 1000-14-02-1.8 MEASURABLE DUE TO ABSENCE OF DRAWINGS, OR INACCESSIBLE TO VERIFY IN THE FIELD PRIOR TO (OR) REQUIREMENTS OF THE CODES OF NEW PREPARING THE DRAWINGS. c) THEY SHALL HAVE: BEEN ACCEPTABLE PRIOR TO THE EFFECTIVE DATE OF THE CODE. architect: 4. ALL MASONRY UNITS SHALL CONFORM TO THE BUILDING CODE. YORK STATE. NOT RESPONSIBLE FOR COMPLY WITH ALL CODES OF 4. (NOT USED) 5. THE CONTRACTOR SHALL OBTAIN EQUIPMENT USE PERMITS REQUIRED IN ACCORDANCE WITH DESIGN OR CONSTRUCTION ERRORS NEW YORK STATE&TOWN CODES studio a/b architects THE BUILDING CODE. A REQUIR AND CONDITIONS OF 651 WEST MAIN STREET 5. COORDINATION OF ALL WORK UNDER THIS CONTRACT SHALL BE MAINTAINED TO ENSURE THE 6. ALL NEW WORK SMALL COMPLY WITH ANSI 117.1 1998 AMERICAN NATIONAL STANDARD ELECTRICAL RIVERHEAD, NY 11901 QUALITY AND TIMELY COMPLETION OF THE WORK/PROJECT. ACCESSIBLE AND IUSABLE BUILDINGS AND FACILITIES. SOUMOLD TOZ ZBA 7. ALL NEW THERMAL AND SOUND-INSULATING MATERIALS SHALL COMPLY WITH SECTION R316 OF NYS INSPECTION REQUIRED SOROIDTOV�'NPIANNINGBOARD T: 631 591 2402 � -•... F: 631 323 1426 6. THE CONTRACTOR SHALL DISCONNECT AND/OR REMOVE ANY EXISTING ELECTRICAL FIXTURES, RESIDENTIAL CODE. SOUITIOLDTOL�I�JVTR(JSTEES e-mail: info@studioabarchitects.com WIRE CONDUITS, OR OTHER WORK WHICH MIGHT INTERFERE WITH THE WORK OF THIS CONTRACT. 8. THE CONTRACTOR IS RESPONSIBLE FOR FILING APPLICATIONS AND OBTAINING PERMITS FOR ---• SCAFFOLDING, ANY OTHER CONSTRUCTION EQUIPMENT OR PUBLIC PROTECTIVES REQUIRED TO I!I.YB.DEC 7. THE CONTRACTOR SHALL PATCH AND REPAIR ALL DAMAGED OR EXPOSED SURFACES DUE TO ENSURE SAFETY DF OPERATION. CONTRACT WORK.ALL NEWLY INSTALLED, PATCHED WORK AND ALL AFFECTED AREAS SHALL BE SOMOIDHPC FINISHED SO THAT THE ENTIRE HORIZONTAL OR VERTICAL SURFACE TO THE CLOSEST CORNER IN ALL Provide windborne debris SCHD FOUR DIRECTIONS MATCHES SCHEDULED CONDITIONS. protection for new exterior 8. FURNISH ALL NECESSARY NEW MATERIALS AT NO ADDITIONAL COST TO THE CLIENT FOR THE glazing buildings a5 per FOLLOWING CONDITIONS: ZONING. g g on a) ANY ALREADY COMPLETED WORK THAT HAS BEEN REMOVED OR DAMAGED IN ORDER TO PERFORM NYS Code. THE CONTRACT WORK. ZONED: R80 b) TO FURNISH THE WORK OF THIS CONTRACT IN WORKMANLIKE MANNER. REQ. ACTUAL/PROPOSED 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ALL LOT AREA ................................ 80,000 ....................... 249,386 SF (5.7251 ACRE)AS EXISTING f-lav York Stc-ItC Lat"I WORK DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE, COLLAPSE, DISTORTIONS AND OFF LOT WIDTH ............................... 175 ............................ 219.04 AS EXISTING FF ALIGNMENTS ACCORDING TO CODES AND STANDARDS OF GOOD PRACTICE. LOT DEPTH ................................ 250 ............................ 1204.56 AS EXISTING Vou N'i ust ca if 811 LOT COVERAGE ....................... 20% ........................... TOTAL 5050 SQ.FT. +/-, INCLUDING rcfnre yc u 10. DETAILS NOT SHOWN OR SPECIFIED BUT NECESSA RY FOR PROPER AND ACCEPTABLE MAIN HOUSE, GAZEBO, POOL,AND CONSTRUCTION INSTALLATION OR OPERATION OF ANY PART OF THE WORK AS DETERMINED BY THIS GARAGE (720 SQ.FT.) CLIENT OR ARCHITECT/ENGINEER SHALL BE INCLUDED IN THE WORK THE SAME WAY AS IF HEREIN 2.03% < 20% OK SPECIFIED OR INDICATED. ACCESSORY BUILDING_ 11. WHERE MANUFACTURER'S NAMES AND PRODUCT NUMBERS ARE INDICATED ON DRAWINGS, IT SHALL BE CONSTRUCTED TO MEAN THE ESTABLISHMENT OF QUALITY AND PERFORMANCE FOR LOT SIZE 80,000 OR MORE STANDARDS OF SUCH ITEMS.ALL OTHER PRODUCTS MUST BE SUBMITTED TO THE ARCHITECT FOR SIDE OR REAR YARD............... 25............................... 26 +/-TO EAST SIDE BOUNDRY APPROVAL BEFORE THEY SHALL BE DEEMED EQUAL, HEIGHT........................................ 22 ............................ 14'-8" +/- 12. FIRE STOPPING SHALL BE INSTALLED AT ALL PENETRATIONS OF FIRE RATED CONSTRUCTION AS FOR LOT SIZE 60,000 OR MORE PER SPECIFICATIONS. FLOOR AREA RATIO....................3% OF LOT MAX........ 720 sq.ft. /249,386 sq.ft. = 0.29% < 3% OK No. Description Date 13. SIZE OF MASONRY UNITS AND WOOD MEMBERS ON PLANS, BUILDING ELEVATIONS AND SECTIONS WATERFRONT PARCEL ARE SHOWN AS NOMINAL SIZE. ACCESORY BUILDING WAY BE IN THE FRONT YARD 14.DIMENSIONS ON PLANS ARE INDICATED FROM STRUCTURAL SURFACE TO SURFACE BETWEEN WALLS, PARTITIONS AND OTHER ITEMS EXCLUSIVE OF FINISHES, UNLESS NOTED OTHERWISE. 15.PROVIDE GUARDS, RAILS, FENCES, CATCH PLATFORMS, DECKING, NIGHT LIGHTING, ETC.,AS REQUIRED BY THE REGULATING AGENCIES TO PROVIDE ADEQUATE PROTECTION. 16.THE CONTRACTOR SHALL KEEP WORK SITE FREE FROM DEBRIS AND ACCUMULATED REFUSE,AND CODE COMIPLIANCE: SHALL HAVE SOLE RESPONSIBILITY FOR PROTECTING ALL DANGEROUS AREAS FROM ENTRY BY UNAUTHORIZED PARTIES. SITE WILL BE LEFT BROOM CLEAN AT THE END OF EACH WORKING DAY I. ) Use(s) and Occupancy Classification(s): Single Family Residence 17. (NOT USED) 2.) Height and Fire Are,-. 14'-8'; Fire Area n/a 3.) Type of Constructioni. Type VB, 2x4 platform construction, as existing 18.THE CONTRACTOR SHALL, UNLESS OTHERWISE PROVIDED IN THE CONTRACT DOCUMENTS, 4.) Structural Design critteria: Engineered. SECURE AND PAY FOR REQUIRED INSPECTIONS, PERMIT(S), FEES, LICENSE AND INSPECTIONS 5.) Framing elements: 'See Structural Drawings NECESSARY FOR THE PROPER EXECUTION OF THE WORK. 6.) Design load calculatiaons: See Structural Drawings SUMMARY OF WORK 7.) Glazing protection: Reequired (Wind Speed 110 mile zone; 0.3 mile (<1 mile)to coast line) 19.MINIMALIZATION, SEPARATION, AND RECYCLING OF WASTE ARE ENCOURAGED. Provide protection panels THE SUMMARY OF WORK SHALL INCLUDE BUT IS INOT LIMITED TO: 8.) Load paths from rooff to foundation: See Structural Drawings 20.ADDITIONAL NOTES WHICH ARE APPLICABLE TO THE PROJECT MAY BE FOUND THROUGHOUT THE 9.) Nailing and/or conne(ction schedule, framing details: See Structural Drawings 1. CONSTRUCTION OF 2-CAR GARAGE CONTRACT DOCUMENTS. 10.)Means of Egress(R3310 Emergency Escape& Rescue Openings): N/A 11.)Plumbing riser diagram: N/A 2. ALL RELATED ELECTRICAL WORK 21.COPYRIGHT©[2015], STUDIO A/B ARCHITECTS 12.)Location of fire prote(ction equipment, i.e. smoke alarm: N/A THE ARCHITECTURAL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STUDIO A/B ARCHITECTS AND 13.)Truss design drawings with certification: N/A WERE PREPARED AS AN INSTRUMENT OF SERVICE TO THE OWNER AT HIS/HER REQUEST. THEY MAY 14.)Energy calculations frrom design professional: N/A(Not heated) NOT BE DUPLICATED OR USED IN PART OR IN WHOLE FOR ANY OTHER LOCATION, PURPOSE, PROJECT THE OWNER RETAINS THE RIGHT TO INCLUDE OR REMOVE ANY ITEMS ABOVE FROM THE CONTRACT. OR OWNER WITHOUT THE EXPRESS, WRITTEN CONSENT OF STUDIO A/B ARCHITECTS. OTHER REGULATORY REQUIREMENTS: ABBREVIATIONS: Health Department: Note Required AFF ABOVE FINISHED FLOOR H OR HT HEIGHT DEC: Not Required ALUM. ALUMINUM H.P. HIGH POINT Board of Trustee: Not Required & AND HRDWD HARDWOOD Planning Board: Not Required APPROX. APPROXIMATELY HVAC HEATING VENTILATING AND ARCH. ARCHITECT AIR CONDITIONING @ AT HORZ. HORIZONTAL BLD'G BUILDING ICMU INSULATED CONCRETE MASONRY CONTROLLED INSPECTIONS: LOCATION IMAP: B.O. BOTTOM OF UNIT C.I. CAST IRON INSUL. INSULATION CONTROLLED INSPECTIONS AND TESTING AS REQUIRED BY THE DOCUMENTS, CLIENT AND THE CL CENTER LINE INT. INTERIOR SOUTHOLD BUILDING DEPARTMENT CLG. CEILING L.F. LINEAR FOOT CLO. CLOSET L.P. LOW POINT ' THE CONTRACTOR MUST NOTIFY THE ARCHITECT FOR CONTROLLED INSPECTIONS AT LEAST 72 HOURS CMU CONCRETE MASONRY UNIT MAT. MATERIAL BEFORE THE SPECIFIC WORK COMMENCES. COL. COLUMN MAX. MAXIMUM CONC. CONCRETE MECH. MECHANICAL h +h CONT. CONTINUOUS MIN. MINIMUM C.J. CONTROL JOINT MTD. MOUNTED p° 4 COR. CORRIDOR MTL METAL ;:.SITE SAFETY AND PROTECTION NOTES. CU.FT. CUBIC FEET N.I.C. NOT IN CONTRACT CU.YD. CUBIC YARD NO. NUMBER 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SITE SAFETY ISSUES, MEETING ALL ., DET DETAIL NOM. NOMINAL C' . PROJECT SITE Ma lfordPoint JUR+SDICTIONAL AND OSHA REQUIREMENTS. «,- ., DIA. DIAMETER NTS. NOT TO SCALE DIM. DIMENSION PLY PLYWOOD 2. SITE SAFETY PROTECTIONS SHALL INCLUDE, BUT SHALL NOT BE LIMITED TO, EGRESS, SCAFFOLDING, DIM DIMMER O.C. ON CENTER FIRE PROTECTION, TRIP HAZARDS PROTECTION, ETC. THEY SHOULD ADDRESS ANY POTENTIAL DR. DOOR R RADIUS INTERACTION BETWEEN THE EXISTING USE, GENERAL PUBLIC AND EXPOSURE TO THE CONSTRUCTION IMF'-' "'' 1': DWG DRAWING RAIL'G RAILING PROCESS. E.J. EXPANSION JOINT REINF. REINFORCING ELEV. ELEVATION R.D. ROOF DRAIN ELEC. ELECTRIC READ. REQUIRED PROJECT: ENT. ENTRY RM ROOM EQ. EQUAL SCIP STRUCTURAL CONCRETE Sinclair Residence EQUIP. EQUIPMENT INSULATED PANEL EXIST. EXISTING SF SQUARE FEET Garage ra(�e ' EXT. EXTERIOR SIM. SIMILAR .7�,11x•�k, FF FINISHED FLOOR SPEC. SPECIFICATION g FIN. FINISH OR FINISHED S.S. STAINLESS STEEL ` •,: FL. FLOOR STD. STANDARD FLASH'G FLASHING STL. STEEL FT FIRE PROOFING THL THICKNESS SS OR ` - GA GAUGE T.O. TOP OF Titile Sheet GALV. GALVANIZED TYP. TYPICAL G.C. GENERAL CONTRACTOR U.O.N. UNLESS OTHERWISE NOTED GL. GLASS V.I.F. VERIFY IN FIELD 'R GWB GYPSUM WALL BOARD W WIDTH e c - Or W/ WITH ° WD WOOD H�ndsFueli1 ` W.R.B. WATER RESISTIVE BARRIER bra - .' ,. . _. : told Main,q, Project number 1404 rf s611// Date cr 10/21/2017 Drawn by HA a .. 0', Checked by SS `? 02014 Google T . 01 0 N N Scale As indicated studio a/b architects - 651 West Main Street, -� Riverhead, NY 11901 631 591 2402 SL,c� , =-�: t 631 323 1426 LONG � V D •�, info@studioabarchitects.com 'SOUND' - N /A ;lIY��R"""' rtt ff .�' Mgt Mw4k MwrBF eIYMMr low tlYMw� //J f -- --T .� Owner: Sandra Sinclair 29827 Main Road Orient, NY 11957 —Fill Phone 631 323 8040 N i%%'' •> a e-mail sansinc@optonline.net EXISTING MAIN HOUSE54 / .nrso• ib 1 , rarin EXISTING MAIN HOUSE n Mp roa EXISTING POOL LO „✓� 'D. .� � � � � "ice// ;*.. � ,y, <� PROPOSED GRAVEL DRIVEWAY l " 148.0'+/- PROPOSED 24'X 30' GARAGE / j '�= `' ,. t j x — 26 +l- EXISTING POOL Q !ate Y 4 EXISTING GRAVEL DRIVEWAY \ 3. No. Description Date zip to 47e EXISTING EDGE OF TREES PROPOSED EDGE OF VEGETATED AREA EXISTING EDGE OF TREES PROPOSED TREE CLEARANCE FOR GARAGE FRONT GRAVEL PLAZA 0 - / EXISTING SHED TO BE DEMOLISHED EXISTING LIGHTING ' 'f �; / (HATCHED) POLE TO REMAIN / TX24' CONC.APRON EXISTIING WOODED AREA PROPOSED 24'X 30'GARAGE - 148'+/- = 'li LOCATE PARALLEL TO EAST �' �•,�e�„ � % / -- _ i BOUNDARY Waif p IfM 1 1a16,? \ PROPOSED 4" DRAIN PIPE - 21901, PROPOSED 12" DEEP DRY SWALE W/SIDE SLOPE, 1/3 SLOPED th k7?VeAVje EXISTING \ PROJECT:DRAVEL Sinclair Residence DRIVEWAY / r� . Garage 'POSite Plan LEXISTING WOODED AREA Project number 1404 Date 10/21/2017 Drawn by HA f o0 Checked by SS o Site Plan Partial Site Plan A. 01 0 1 " = 20 T N Scale As indicated o 3 3 -0 „ 4"CONCRETE APRON A'02 SEE NORTH ELEVATION FOR CLERESTORIES studio a/b architects 651 West Main Street, Riverhead, NY 11901 ROOF CONST.: 631 591 2402 631 3231426 SLOPED ASPHALT SHINGLES info@studioabarchitects.com DOWN.. - ON 2-LAYORS 15 LB ASPHALT FELT ch 1/4" PER 12"MIN., ON 5/8"OSB SHEATHING 2 -0 ON 2X6 RAFTERS 16" O.C. ON (4)- 1 3/4"X 11 1/4" LVL GIRDER @7.5i'O.C. 0 0- 8'-0"+/- 2'-0". Owner: o (AS PER DOOR SPEC. TYP.): - Sandra Sinclair 2"/12" 2'-0" 29827 Main Road Orient, NY 11957 2-2X8 rn MTL FLASHING, TYP. e-mail sansinc@optonline.net Phone 631 323 8040 • - HEADER o MIN. FASCIA -v (3)-2X4 1X2 ON 1X6 FASCIA (4)- 1 3/4"X 11 1/4" LVL @7.5' O.C. 3/4" PVC BOARD, TYP. — — - — — WALL CONST: SOFFIT PVC SOFFIT BOARD, TYP. CEDAR SIDING 2X4 ACQ SILL PLATE ANDERSEN 2-2X8 ON WRB ON TERMITE SHIELD AX41 WINDOW AX41, LOCATION,AND HEIGHT HEADER ON 1/2" OSB SHEATHING MIRRORED WITH THE ONE ON THE WEST S ON 2X4 STUD @16"O.C. o 5/8"ANCHOR BOLT MIN. FLOOR CONST: "CONCRETE) @4'O.C. MIN. W/6X6 WWF NOT MORE THAN 12 4"CONC. ON 6 MIL POLYETHYLENE DAMPPROORING FROM CORNERS, APRON ON UNDISTURBED, OR COMPACTED SOIL 15" MIN. INTO GROUTED CELLS, TYP. TERMITE SHIELD 5 I N FI00 0 4" CONCRETE WITH 6X6 WWF — — — — 1 11 5® Cl) ON VAPOR BARRIER - i z 244 REBAR 7 A.02 �, 8"CMU FOUNDATION WALL FULLY GROUTED 244 REBAR T-0" 30'- 0„ 8"X 12 " MIN CONCRETE FOUNDATION ���North-South Section 1/4" = 1'-011 INSTALL HOLDOWN AT CORNER, TYP. CLERESTORY AND DOORCENTER ALIGNED 3 0'-6' A.02 FASCIA 0'_6'" 1X2 ON 1X6 PVC BOARD j 11 — 36"X 6-8" PVC DOOR No. Description Date STYLE TO BE DETERMINED BY OWNER 12'-0" 12'-0" ANDERSEN 400 AX41 z HEAD ALIGNED W/DOOR 24'-0" op Of (2)-ANDERSEN 400 FLEXIFRAME 8'-0"X 2'-6" 1 Floor Plan LIGHTING FIXTURE CENTER ALIGNED W/ DOOR, SILL HT 9'-6"AFF, 11411 = 1'-011 TYP. o A.02 LIGHTING FIXTURE w U ELECTRICAL SURVICE: — 8'W X T H GARAGE DOOR FROM EXISTING LIGHT POLE. (2)-LED MOTION SENSOR F-1 El ❑ _ El ❑ ❑ -- PRODUCT TO BE DETERMINED IF IT IS NOT ACTIVE, NEM SURVICE SHALL FLOOD LIGHT FIXTURE ---- BE INSTALLED FROM HOUSE MAIN 8'-3"AFF O.C., CENTERED W/ I BY OWNER w \ \ O DOOR ❑ ❑ ❑ ❑ ❑ ❑ SOIDING MATERIAL AND _ �\. _ .__.______ _..._.....___.....__._.. ..---_.___.....___ .._..._.._ ......._......____.... ..__ ....._.. ___._._...___.__._____._....._ DETERMINED BY OWNER z STYLE TO BE CONTROL GARAGE DOOR ❑ F-1 ❑ ❑ ❑ ❑ ❑ ❑ o � CONTROL D � - IF] m , ....., .................... E _ Floor _ Floor - E El El r i ! __.._......_..__.__ - O - 0. - -—1_..__.__ 1 01 11 IFF E a $ Z w: DOOR TRIM GRADE GRADE 1X4 PVC BOARD -0' - 611 _01 _ 611 Elevation North 4 1/4" = 1'-0" Elevatio1/4 1n West Fz SI h' ROOF: ASPHALT SHINGLES GAF TIMBERLINE ULTRA HD 3 WEATHERED WOOD", R EQUAL A.02 ON DOUBLE ASPHALT PHELTS WALL MOUNT OVERHEAD DOOR EXTERIOR LIGHT MOTOR, TYP. WITH DELAY SWITCH 2'-0" COOPER EON 303 54W T5 BAR _ , ;,..4'` 'i1 F`•4 `\ W-1 LED 2700°K COLOR TEMP. 3000 OR LESS r,4 r�r ins a^, ,� PAINTED CITY TYP. �i.' 1 SILVER INSTALL ON RAFTERS ' 6'-0"AFF O.C. W/O CHAIN E 6 I I P PROJECT: r Sinclair Residence i 0 loor _....__..... — — __ _._... 0 , 0" Garage � GRADE GRADE k�G G& -0' - 611 Elevation South n Elevation East Floor Plan , Sections n Electrical Layout 1/4 = ' -0 Elevations, Electrical LEGEND WINDOWS NOTES: Layout 1. ANDERSEN WINDOW OPTIONS: 2. EXTERIOR COLOR"WHITE" SURFACE MOUNTED PANELBOARD AND CABINET 3. INTERIOR COLOR"WHITE PRIMED" Project number 1404 4. HW CLASSIC"STONE" 1--0 WALL MOUNT LIGHTING IFIXTURE 5. GLAZING: DUAL PANE Date 10/21/2017 FLUORESCENT LIGHTING FIXTURE 6. SCREEN: CONVENTIONAL Drawn by HA a 7. NO GRILLES o -c/) SINGLE POLE SWITCH 8. USE FLASHING TAPES AS PER MANUFACTURER'S INSTRUCTIONS Checked by SS 77 3-WAY SWITCH ADCHEM 1852 Old Country Rd. Riverhead, NY 11901 www.adchem.com, 631-727-6000 N DUPLEX RECEPTACLE PROTECTED BY DUPONT www.Sh p3M.c m 3M www.Shop3M.com -@�G GROUND CIRCUIT FAULT INTERRUPTER 9. BEFORE ANY PRODUCTION OR PURCHASE,VERIFY ALL OPTIONS WITH OWNER A 02 Q N Scale As indicated GENERAL NOTES: CON(AS PER STRUCTIONDMANUAL OR 9&2 FAMILY DWELLINGS) FOREST& PAPER ASSOCIATIONS WOOD FRAME DESIGN CRITERIA studio a/b architects TABLE R301.2(1) CLIMATE AND GEOGRAPHIC DESIGN CRITERIA THE FOLLOWING NOTES ARE TYPICAL, REFER TO ATTACHED DRAWINGS FOR APPLICATION GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM ICE SHIELD FLOOD 651 West Main Street, 1. DRAWINGS ARE NOT TO BE SCALED. USE DIMENSIONS ONLY. CONTRACTOR SHALL CHECK ALL DIMENSIONS AND CONDITIONS SNOW SPEED DESIGN UNDERLAY- HAZARD (h) Riverhead, NY 11901 nfosh) CATEGORY WEATHER- FROST TERMITE(c) DECAY(d) WINTER MENT 631 5912402 3 1426 AT JOB SITE. ANY DISCREPANCIES OR OMISSIONS FROM PLANS AND/OR SPECIFICATIONS MUST BE CALLED TO THE ATTENTION LOAD (i) (mp631 OF THE RECORD ARCHITECT,AND SAME CORRECTED WITHIN (5) DAYS AFTER CONTRACT HAS BEEN AWARDED. OTHERWISE (g) ING LINE DESIGN REQUIRED t udioabarchitects.com CONTRACTOR WILL BE HELD RESPONSIBLE FOR SAME. DEPTH(b) TEMP. (f) _ info@studioabarchitects.com 24'-0" 25 Ibs 120 C SEVER 3'-0" MODERATE SLIGHT TO 11 YES N/A Ile 2. CONTRACTOR AND/OR SUBCONTRACTORS SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ALL WORK E TO HEAVY MODERAT DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE, COLLAPSES, DISTORTIONS AND MISALIGNMENT ACCORDING TO ALL E APPLICABLE CODES, STANDARDS,AND GOOD CONSTRUCTION PRACTICES. Owner: 3.ALL MATERIALS AND CONSTRUCTION TO BE INCORPORATED IN THE WORK SHALL BE IN STRICT ACCORDANCE WITH THE DESIGN LOADS Sandra Sinclair LATEST EDITION OF A.S.T.M. SPECIFICATIONS WHIERE APPLICABLE AND SHALL CONFORM TO THE STANDARDS AND LOCATION LIVE DEAD DEFLECTION LIMIT RECOMMENDATIONS OF THE VARIOUS TRADE INSTITUTES (A.C.I.,A.I.S.C., S.J.I., ETC.)ARE APPLICABLE. ALL MATERIALS USED IN 29827 Main Road Orient, NY 11957 CONNECTION WITH THIS PROJECT MUST BE NEW MATERIALS UNLESS OTHERWISE STATED. Phone 631 323 8040 op online net@ 4.ALL DIMENSIONS AND CONDITIONS TO BE VERIFIED BY CONTRACTORS PRIOR TO CONSTRUCTION AND PRIOR TO ORDERING ROOF NO FIN. CEILING 20LBS (SNOW) 7LBS L/180 e-mail sansinc- - - - - - - - - --- --- --- - -- - - - - --- --"" = MATERIALS. SNOW LOADS HAVE BEEN ADJUSTED TO REFLECT THE SLIDEOFF FACTOR,AS A FUNCTION OF ROOF - -- - -- --- -- - -- ---- -- -- - - PITCH. I 5. CONSTRUCTION TO CONFORM TO NYS RESIDENTIAL CODE, FIRE CODE, PROPERTY MAINTENANCE CODE, TOWN OF SOUTHOLD RAFTER SIZES MAY HAVE TO BE INCREASED TO ACCOMMODATE HIGHER SNOW LOADS. i CODE, AND ALL OTHER CODES AND REGULATIONS HAVING JURISDICTION. i 6. THESE PLANS ARE DESIGNED TO MEET OR EXCEED THE REQUIREMENTS OF THE NEW YORK STATE BUILDING CODE. WHEN BUILDING IN ANY JURISDICTION, EITHER INSIDE OR OUTSIDE THE CODE, VARIATIONS MAY BE REQUIRED. IT IS THE RESPONSIBILITY OF THE PLAN PURCHASER OR BUILDER TO VERIFY SUCH REQUIREMENTS WITH THE LOCAL CODE OR WIND BORNE DEBRIS PROTECTION AND TO AMEND THE PROPOSED CONSTRUCTION AS SO REQUIRED. ENFORCEMENT OFFICER WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16"AND A MAXIMUM SPAN OF 8 FEET SHALL BE PERMITTED, (4)-1 3/4'X 11 1/4" LVL GIRDER 7-6" O.C. 7. CONTRACTOR SHALL LOCATE AND IDENTIFY ALL UNDERGROUND UTILITIES PRIOR TO EXCAVATION. CONTACT ALL UTILITY PANELS TO BE PRECUT TO COVER THE GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. COMPANIES IF RELOCATION IS REQUIRED AND/OR REPAIRS. FASTENER SPACING 8.THROUGH 11. (NOT USED) FASTENER TYPE PANEL SPAN 4 FOOT 6 FOOT 12. ASSUMED SOIL TO BE SAND OR GRAVEL, WITH MINIMUM TRACES OF DRY CLAY, WITH A MINIMUM BEARING CAPACITY OF 2 <4 FOOT < PANEL SPAN < PANEL SPAN TONS/SQ. FT. < 6 FOOT < 8 FOOT 13. CONCRETE TO BE PLAIN, UNREINFORCED, MIN41MUM 2500 PSI, 28 DAY SOIL TEST, PREDICATED ON THE ABOVE SOIL 2 1/2"#6 WOOD SCREWS 16" 12" 9" CONSUMPTION. IF OTHER SOILS ARE ENCOUNTERED, LOWER BEARING VALUES ARE TO BE ASSUMED AND THE FOUNDATION 2 1/2"#8 WOOD SCREWS 16" 16" 12" MUST BE REDESIGNED. INDIVIDUAL SITE CONDITIONS MAY ALSO REQUIRE SPECIAL FOUNDATION DESIGN, WHICH IS THE a. THIS TABLE IS BASED ON 120 MPH WIND SPEED AND A 33-FOOT MEAN ROOF HEIGHT. RESPONSIBILITY OF THE PLAN PURCHASER OR BUILDER. b. FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL 4)-1 3/4"X 11 1/4" LVL GIRDER 7-6"O.C. c. NAILS SHALL BE 10d COMMON OR 12d BOX NAILS 14. STRUCTURAL STEEL TO BE ASTM A36. DETAILED, FABRICATED AND ERECTED PER AISC. d. WHERE SCREWS ARE ATTACHED TO MASONRY OR MASONRY/STUCCO, THEY SHALL BE ATTACHED UTILIZING VIBRATION-RESISTANT ANCHORS HAVING A MINIMUM ULTIMATE WITHDRAWAL CAPACITY OF 490 POUNDS, G 15. ALL WOOD FRAMING, INCLUDING JOISTS, BEAIMS, POSTS, STUDS, ETC., TO BE DOUGLAS FIR LARCH NO.2 OR BETTER(UNLESS e. WHERE MULTIPLE PANELS ARE NEEDED, USE 2X4 ALONG THE PANEL JOINT COO NOTED OTHERWISE) Lumber Design Criteria P Visually graded lumber �I Douglas Fir Larch (#2 Surfaced Dry or Green @ 19% nnaximum moisture content) NAILING SCHEDULE All values and factors are from the National Design Specifications for AS PER AMERICAN WOOD COUNCIL'S WOOD FRAME CONSTRUCTION MANUAL FOR 1 &2 FAMILY DWELLINGS Wood Construction NDS-2001. JOINT DESCRIPTION NUMBER OF NAILS NAIL SPACING Extreme Fiber Stress in Bending (Fb) ROOF FRAMING 4)-1 3/4"X 11 1/4" LVL GIRDER 7-6" O.C. Single Members Repetitive use Factor Bending Strress RAFTER TO TOP PLATE (TOE- NAILED) 3-10d PER RAFTER i Member Fb (psi) Cf Fb (psi) Cr Fb (psi)2x6 850 x 1.30 1105 x 1.15 -= 1271 COLLAR TIE TO RAFTER (FACE-NAILED) 3-8d PER TIE = `. 2x8 850 x 1.20 = 1020 x 1.15= 1173 BLOCKING TO RAFTER(TOE-NAILED) 2-8d EACH END 2x10 850 x 1.10 = 935 x 1.15= 1075 E No. Description Date 2x12 850 x 1.00= 850 x 1.15 =978 WALL FRAMING TOP PLATE TO TOP PLATE (FACE- 2-16d" PER FOOT Horizontal Shear Stress = Fv x CH = 190 psi NAILED �XTES AT INTERSECTIONS(FACE NAILED) 4-16d JOINTS- EACH SIDE Modulus of Elasticity = 1.60E+06 psi - I STUD TO STUD(FACE-NAILED) 2-16d 24"O.C. j 16.ALL LAMINATED VENEER LUMBER (LVL) SHALL MEET THE AMERICAN PLYWOOD ASSOCIATION (APA) ENGINEERED WOOD HEADER TO HEADER(FACE-NAILED) 16d 16" O.C.ALONG EDGES I SYSTEM (EWS) STANDARD PRL-501 WITH A STRESS CLASS OF 1.8E-2600F. BOTTOM PLATE TO SILL PLATE (FACE-NAILED) 2-16d ^ PER FOOT 17.ALL PLYWOOD USED STRUCTURALLY SHALL NAEET THE PERFORMANCE STANDARDS AND ALL OTHER REQUIREMENTS OF ; f APPLICABLE U.S. COMMERCIAL STANDARDS FOR THE TYPE, GRADE AND SPECIES OF PLYWOOD AND SHALL BE SO IDENTIFIED BY ROOF SHEATHING ------------ - - -- --------- ------ ----------- - - - --- -- -- --- - --- ---- - AN APPROVED TESTING AGENCY. STRUCTURAL PANELS 10d 6" EDGE/6"'FIELD 18. ALL WALL SHEATHING SHALL BE APA RATED STRUCTURAL PANELS CONFORMING TO PRODUCT STANDARD PSI WITH A 2-8d PER SUPPORT MINIMUM THICKNESS OF 15/32". THE PANELS SHALL BE APPLIED WITH THE LONG DIMENSION ACROSS THE STUDS. 3-8d PER SUPPORT 19. ALL FLOOR AND ROOF SHEATHING SHALL BE)APA RATED STRUCTURAL PANELS CONFORMING TO PRODUCT STANDARD PSI WITH A SPAN RATING CONSISTENT WITH ITS INTENDED USE AND A MINIMUM THICKNESS OF 15/32" (19/32" FOR FLOOR WALL SHEATHING SHEATHING). STRUCTURAL PANELS 10d 3" EDGE/ 12" FIELD n Roof Decking Layout 20. THROUGH 30. (NOT USED) `' 1/4" - 1�-0�� 31. GRADING AROUND NEW CONSTRUCTION SHAILL SLOPE AWAY AND BLEND INTO EXISTING CONDITIONS. NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6"O.C.. AT PANEL EDGE. IF WALL SHEATHING IS 32. ALL FOOTINGS TO REST ON VIRGIN, UNDISTURBED SOIL. NAILED 3"O.C..AT PANEL EDGEROOMS OTHER THAN SLEEPING TO OBTAIN HIGHER SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR ALTERNATE CONNECTORS, SUCH AS SHEAR 33. FOUNDATIONS AND FOOTINGS SIZED FOR BEARING ON VIRGIN SOIL AT MINIMUM BEARING CAPACITY OF 2 TONS PER SQUARE PLATES. SHALL BE USED TO MAINTAIN THE LOAD PATH FOOT WITH A MINIMUM OF T-01" COVER. ^ WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS SHALL BE PERMITTED TO BE REDUCED TO 1-16d NAIL PER FOOT. 34. PIER FOOTINGS SHALL EXTEND 6" FROM FOUNDATION ON ALL SIDES AND SHALL BE 12"THICK. 35. ALL EXTERIOR FRAMING,AND INTERIOR FRAMING DIRECTLY CONTACT TO CONCRETE OR MASONRY, SHALL BE ACQ TREATED LUMBER. FASTENERS TO USE WITH THE TREATEE) LUMBER SHALL BE STAINLESS STEEL, OR OTHER APPLICABLE MATERIAL. 36. ALL HEADERS TO BE (2)2 X 8 UNLESS OTHERWVISE STATED. 37.ALL HEADERS TO BE SUPPORTED BY DOUBLE: STUDS (TYP), UNLESS OTHERWISE STATED. 38. BRIDGING TO BE EITHER SOLID, 1"X 3"OR 18 GA. CROSS BRIDGING, MIN 8'4,O.C. 39. JOISTS HANGERS, ETC. TO BE"SIMPSON STRONG TIE" OR APPROVED EQUAL FOR FLUSH STRUCTURAL CONNECTIONS. 40. INSTALL HURRICANE TIES AT EVERY RAFTERS lk JAdy PROJECT: WASHERS SIMPSON /�`\� j Sinclair Residence MUST BE / CS200, LTS, OR INSTALLED MTS / / / / �\ a rag e BOLT HEADS WASHER SIMPSON H1 HEADS \ EVERY STUD @ EVERY STUD G MUST BE � @ OR NUTS �' INSTALLED AND WOOD HERE SIMPSON SP4 III SIMPSON HTS16 TWIST STRAPS n SIMPSON LTS @EVERY STUD SIMPSONLTS @EVERY STUD Structural Notes Roof COMPLIES WITH TABLE 3.313 @EVERY STUD SIMPSON SP1 WFCM-1995 (16)1 OD NAILS REQ'D BOTTOM PLATE @EVERY STUD (6) 12"SIMPSON CS20 TIES \: r SIMPSON H10 Decking Layout, \ COMPLIES WITH TABLE 3.313, @ �i EVERY STUD i �., ACQ SILL PLATE SIMPSON H2 \ \ y WFCM-1995 REVERY STUD SIMPSON H7 Typical Details TERMITE SHIELD SIMPSON H7 @EVERY STUD @EVERY STUD SIMPSON H4 Project number 1404 \ \ \ SIMPSON STRONG TIE FULLY GROUTED @EVERY STUD CMU FOUNDATION WALL Date 10/21/2017 HEADER TO JACK POST 2 CONNECTION DETAIL STUD SPACING SAME AS TRUSS/RAFTER SPACING STUD SPACING DIFFERENT FROM TRUSS/RAFTER SPACING (NTS.) Drawn by HA a Simpson Strong-Tie HD19 (NTS.) (NTS.) (NTS.) Checked by SS o N 1 T icaI Holdown Detail 2 T ical Wall Opening Connections 3 T ical Wall to Floor Connections 4 T ical Wall to Roof Connections S . 01 N 611 - 1 -0 1/2 - 1 -0 1/2 - 1 -0 1/211 = 1 1-011N Scale As indicated xw•?3 �'i r 'lJ..,. ti M � y N {' ap 1• . i n Y 1. 1 Aa ''�"��� _k .r �`„s�'a'SR`• i .f k. r r�,..}',LCy�, �,� `�:''� ,. } ..�iit :T..q: � ,. �' r...• •R. i t c: w ...ram.".- �''`h�= ,� ..•.._ - - <z "8 st �••_ _ 1 �.,� ice, ... :��} ,i 5 �7 �w ^X 9K s QL F Lo— d i+ice-a , ,•.. V •F L ai r 7-4 :. � � is aai.-�Ri�.. i•+w""` •,:: -.- -.�`'': t)'47�9a � '"` at.r 'a Ps5►. rAl .• s s1 c3�. v.•k• � '�'—TE'~, "��'• .N• ....� Lf t" ji'• �,tt•C.,�'� :- r P7' 1 is �r` ✓ ♦ �. E t 1 • t•s , 1 � r •-fib' _ �ti.�. t'��, , '.�1 AI IX mh rF•l+;2 .. r JAN 1 6 r �: :; . � +�'�`�L'•.-��`�` � • i rota r`�"�1�► ".:�c.w.;1r � K,1.�1.� . ;.• - ti�• "Yi w , "' • 1, ��. . T.� --L 1� �'„ \ *kl a 'i ��."���t� 'M1 F i' CA ov 1.7 i � vl '. S y# y k w � h.T �� - � ,� !fit r Y ��� S '�'.• � y 4 Sty yAw 4i: TO ti JJ\ ;� `���Fi=' "\" '�, �• � F T� I�y�i.Kim` �ry�� �#`�r� �I�����A.i �:,, f IC .,mod .�T'4'�,iz V ..4 3 t A � { u , +o r ' s� 4 I t .O CID O V 1 N �-- ,+ �� J� �/# �.. ,: t f .. ,, f _. �� ,�;.e .. a;; `''t, 4 ^sF�t., � �, M�. 3 ".' ty t +� R °'s �` � . � � .*.� i ` ` "' � // �. r i.� �� �, ,�} +n: �� � i •!u e - � �- u 1b t alb( i. „.'. s, �� '"err � �-� '_ � Jyt• ,�": � �; � i ... X ...� � �. ;� ,�„ ` ' tom.., �' `f '� ``, 1,��� �'r!�?" �. l r.: �jR � �i � � ' � *� ,_ - 3f 4 t�;a •i ; yy y 7 3! 3 } s y -719 Flo lit sp ..ft W � •e7E 1 - a e �s a, � t � � .�}'�. °;�� � fly'•, • PA BPI W,at•.WC � , 4 p 4 Q 1 f Ali IOU 4 r rr� 1 7111. AN At OF Up LN AP 4 . 9iT Q. M. �1 S � � y + ,t ..' rVwr � 1 Alf It 4:,�' Awl , v �� �' � a.. * ',may �aSW�'•Y1 W �t w4+ t 1. a i �rM 4fi -v e+` a 1 T1 ttStS � ' E. E ri. ow - Ar 4L" + _ .x. _�+� iL MOP- 400, wit- A. . v„ rt �v v tK • t � a r 1 J d 7� to �Kry� C S �y-, � � L• Jb� is l_ �.. rr r a�h1 °� ''�': ;� � �, �,y;;: ��� . ;�.. .,. � ,. ;d,�� y .. ...,.. �` .-. .^ •:,. �' xf nVw_ Iv/� ^w/J � V t � k 4, -� . .. � � �. a; ..-p, , . . t �� x ' Y � _'ram a k:� �, �; a w_ _. 0 to rY Ql '. � -I �1.. � P ti. •„f �^mv< r;'aAai"+�,Er�a�`i [ s�P�,;�# P t s 3 ` UJ l f f ,•9 1,� }� iez erg- I 6 3�a f 's y � e 1 : f r a t _ S i r a„ 3 CA --7WIRIPI llml - `-- -el lor-U-- r w� air 44 rl' s. J r r , rx f J.. 1 'hl E > � 5 _ y ti 4 s- s 4 �kk ..r