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Home My WebLink About42733-Z c��EFDt,�c Town of Southold 4/17/2021 a yw"c P.O.Box 1179 o o ` r 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 41954 Date: 4/17/2021 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: Equestrian Ave,Fishers Island SCTM#: 473889 Sec/Block/Lot: 9.-11-2.9 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 5/21/2018 pursuant to which Building Permit No. 42733 dated 5/30/2018 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: single-family dwellingas applied for. The certificate is issued to DeSimone,Claudia of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-17-0211 12/7/2020 ELECTRICAL CERTIFICATE NO. 42733 9/14/2020 PLUMBERS CERTIFICATION DATED AutholkWled Signa e o�sU oi�,c� TOWN OF SOUTHOLD BUILDING DEPARTMENT CIA TOWN CLERK'S OFFICE • SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 42733 Date: 5/30/2018 Permission is hereby granted to: DeSimone, Claudia PO BOX 677 Westtown, PA 19385 To: construct single-family dwelling as applied for per SCHD approval. At premises located at: Equestrian Ave, Fishers Island SCTM # 473889 Sec/Block/Lot# 9.-11-2.9 Pursuant to application dated 5/21/2018 and approved by the Building Inspector. To expire on 11/29/2019. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $926.80 CO -NEW DWELLING $50.00 Total: $976.80 31 Buildin spector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final 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 Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%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 lines,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 1. Certificate of Occupancy-New dwelling$50.00,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$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercciial$15.00 DatedMay 15 D018 New Construction: ✓ Old or Pre-existing Building: (check one) Location of Property -, n ✓� A;,_5 1Gr"5 Aland, Ad 0&356 House No. Street Hamlet Owner or Owners of Prop �C �ICL /Je�lm�20 Suffolk County Tax Map No 1000,Sectiony(q Block / Lot Subdivision Filed Map. Lot: Permit No. / Date of Permit. Applicant: �"h� fiU�CC�O �02alJQJ�U Health Dept.Approval: Underwriters Approval: Planning Board Approval: / Request for: Temporary Certificate Final Certificate: a/ (check one) Fee Submitted:$ Applicant Signature 0f S®Uri®l Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 ® roger.richerta-town.southold.ny.us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To* DeSimone Address: Equestrian Ave City: Fishers Island St: New York Zip: 6390 Budding Permit* 42733 Section- 9 Block: 11 Lot 2.9 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: TPI Electric License No: 33396-ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1 st Floor X Pool New X Renovation 2nd Floor loft Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph 200a Heat gas Duplec Recpt 35 Ceding Fixtures 5 HID Fixtures Service 3 ph Hot Water gas GFCI Recpt 2 Wall Fixtures 6 Smoke Detectors 3 Main Panel 200a A/C Condenser Single Recpt 1 Recessed Fixtures 16 CO Detectors 2 Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt 30a Emergency Fixtures Time Clocks Disconnect 200a Switches 28 Twist Lock Exit Fixtures 11 TVSS Other Equipment* 2-combination smoke / co detectors, 2-bath fans, 2-paddle fans, 1-20a oven, 1-gas cook top, 1-40a sauna, 1-GFCI circuit breaker,7-gfa/arc fault circuit breakers. Notes. Inspector Signature: Date: September 14 2020 81-Cert Electrical Compliance Form.xls `�/1- v�� oF so °Flo TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [/FOUNDATION 1ST /VJ [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: A Alp ti✓� a Is ' Nov � DATE �J'0 INSPECTOR SOUlyO lk # TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTp ON' [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION p1/C �� [ ] FRAMING /STRAPPING [ ] FINAL - [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: d DATE INSPECTOR -l'� OF 50UlyO� TOWN OF SOUTHOLD BUILDING DEPT. courm,- 765.1802 INSPECTION [ ] FOUNDATION 1ST [Vf"-ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] _ FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [k<CAULKING REMARKS: ` 00011 y V II� • DATE D� - INSPECTOR �� O��OF SOUI�oI � o # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. e- -sox] FOUNDATION 2ND [ INSULATION — ��FRAMING /STRAPPING [ ] FINAL -AI �Z3 [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ "] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)- [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE INSPECTOR = SOUIyO� # TOWN OF SOUTHOLD BUILDING DEPT. �ourm��'' 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: ate`• ' 1 ♦ I ' O 1 • DATE Og � ' / INSPECTOR ` - OPSOUIyO TOWN OF SOUTHOLD BUILDING DEPT. co 765-1802 -- I�N"SPECTION - [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IKIQULATIOWCAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: D C-0. ~ e'er DATE INSPECTOR ` David A.Noe,AIA 4 Stonewood Drive Old Lyme,CT,o637i doge a 360desiggplus.com 1`�"'' Attn S E P 2 5 2020 Mike Verity Building Inspector Southold Town Building Department ?� ' '� 54375 NY-25 1`fi't��•Y 1,1-6,"T,`9UTTUW9JD Southold,NY 11971 Phone. 631-765-1802 9/25/20 RE:DeSimone Residence Permit#42733 Tai Map#9-11-2.9 To whom it may concern, This letter is in regards to the Desimone residence,located at 3133 Equestrian Ave,Fishers Island New York Based on the certification letter attached,from the Toldo Company,LLC,and images provided,from the Toldo Company, 360 Design Plus,LLC believes to the best of our knowledge that the project was build to the New York State building Code at the time of construction.To the best of our knowledge the rebar in the foundation was placed per plan and the shear walls were installed per manufactures requirements and recommendations This letter in no way demonstrates that the project received field observations or any special inspections.All verification is based on images and testimonials by The Toldo Company,LLC,the contractor shall hold all responsibility for means and methods of construction. Thank you, ED ARC Np - k David Noe,AIAQ- 0403gg O TF OF 14 - ti Kr Joe '` ' `^w r - •.-. . - �► .<,,, ,r... Z+�, .� � r .., � ,C7 - T— it i r .'�"" -r_'.�a�... �++— j7�` � tr�l. �1;�1':..,f _ Imo.._ I/ �Q!!� K� t�+�— - ti*�• 1 Y`'. '_ f+. ',+ r 1 sit —_. I_.s _ + ,` •ti` 'y'3f - f ,: r—rte'_' ��l"".�•-s'�--�� ,Yi4 � i t ! � _';�..`—. - P O Box 164 Fishers Island,NY 06390 T 631-377-6442 COMPANYTHE TOLDO itoldo@thetoldocompany.com DESIGN/ BUILD CRAFTSMANSHIP October 1. 2020 } 4� ! To: David Noe MAY 2 4 2021 360 Design Plus, LLC Old Lyme, CT 06371 RE: DeSimone Residence To Whom it May Concern: The Toldo Company certifies that all rebar in the foundation of the DeSimone residence was placed and installed as per plans and all New York state building codes that were in place in 2018. The Toldo Company certifies that the sheer walls in the DeSimone residence were placed and installed as per plans and all New York state building codes that were in place in 2018. Sincerely, Jared Toldo President The Toldo Company ow gain 93 19M axle li role ' • ' • 1 • 1 • �,MAI? L.I ROUGH1 PLUMBIN) I , _ � I INSULATION PER N.Y-. STATE i ENERGY • 1 . awn i 0 �/ ADDITIONAL COAMENTS db l Scott A. Russell ,�d°511I'� STOWMIWA\T]E K SUPERVISOR IM[A\NA\GIEIM[]EN'7C' SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOUTHOLD,NEW YORK 119710 Town of Southold CHAPTER 236 - STORMWATER.MANAGEMENT WORK SHEET MAI 2 2 2018 ( TO BE COMPLETED BY THE APPLICANT ) IDOIES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: Yes No (CHECK ALL THAT APPLY) ❑W A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. i& 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. ❑dE. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. ❑❑ 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. perp , APPLICANT: (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. #: 1000 Date: Distract e i cJamL� fAalw by .2.'?NAME: bO iPnmi V Section Block Lot I-OR BUILDING DEPARTNIEENJT�USE ONLY 7' < Contact Infor abort l ,WI � (� / ��/�. �! ��J'"ry �/'I�,,` :r,1,phon,Numb.d /`-�-�`J— ) y�� Q cl/ i Reviewed By r%1- - — — — — — — — — — — — — — — — — — � Date: Property Address/ Location of Construction Work: — — — — — — — — — — — — — — — — — Approved for processing Building Permit. Stormwater Management Control Plan Not Required. 4S Stormwater Management Control Plan is Required b� 0 (Forward to Engineering Department for Review.) FORM # SMCP-TOS MAY 2014 APP tty own• S,C.T.M.": 1000 iProparty Osvnor.Design Professional,Agent,Contractor,other) — — O,D A CHAPTER 236 bDq /> J-L7 Stormwater Management Control Plan CHECK LIST Nnnae T6 secuon BhxA Ltrt S M C P -Pian Requirements: Provide ONE copy of the Building Permit Application. �Mra. � g pp cation. " ''. Date /�(f/ * The applicant mast provide a Complete Explanation and/or Reason for not proN Iding 14�""'°° � , _�� all Information that has been Required by the following Checklists 1. A Site Plan drawn to scale Not Less that 60'to the inch MUST If You answered No or NA to any Item, Please Provide Justification Here! show all of the following items YE NO NA If you need additional room for explanations, Please Provide additional Paper. a. Location& Description of Property Boundaries b. Total 61 e.Acreage. c. Existing-Natural& Man Made Features within 500 L.F- ®RAtIVA of the Site Boundary as required by§236-mcx2) d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. e. Limits of Clearing& Area of Proposed Land Disturbance. ,i re xisting E & Proposed Contours of the Site (Minimum 2 Intervals) ✓ S een installed I Io f. as Codi g. Location of all existing& proposed structures, roads, ed to C driveways,sidewalks,drainage improvements& utilities. h. Spot Grades& Finish Floor Elevations for all existing& proposed structures. ✓ 1. Location of proposed Swimming Pool and discharge ring. i. Locatioq of proposed Soil Stock de Area(s). "O t' k. Location of pro ed Construction Entrance/Staging Area(s). Y I. Location of proposed concrete washout area(s).- M. Location of all proposed erasion&sediment control measures. ✓ EROSION 2. Stormwater Management Control Plan mwst include Calculations showing that the stormwater Improvements are sired to capture stare and infllhate OF Shall i on-site the run-off from all impervious surfaces generated by a two(21 inch � e ifttfte t0: rainfall/storm event, a onstruction Entrance eZI Siff—F—encing, st 3. Details&Sectional Drawings for stonnwater practices are required for approval. Sea Ing o exP0d Items requiring details shall include but not be limited to a. Erosion&Sediment Controls. b. Construction Entrance&Site Access. c. Inlet Drainage Structures (e.g.catch basins,trench drama etc.) d. Leaching Structures (e.g infairation basins.scales,etc.) FOR ENGai4K Additional Information is Required. Reviewed& Stormwater Mana emen 1; t Control Plan is Not Complete. i Approved By. Stormwater Management Control Plan is Complete.Date SMCP has been approved by the En ineerin De artm ' , p en .FORM SWCP o � I Felt BUILDING DEPARTMENT-Electri cal Inspector ' 2018 TOWN OF SOUT14OLD .#y Town Hall Annex - 54375 Main Road - PO Box 1179 Veo C DEPT- Southold, New York 11971-0959 SOSOLD Telephone (631) 765-1802 - FAX (631) 765-9502 roger.richerttown.southold.ny.us APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: --/1-0 /V1 P6/`,q.,j 0 Date: pZ �� Company Name: —t T 7Gc Le Name: W1 A-S 14C-f License No.: �,� 9(P �,L.T email: r Address: 0)1 V Ab G g Phone No.: i JOB SITE INFORMATION: (All Information Required) Name: D I S A ,%1 e Address: Cross Street: Phone No.: a s1 �2 77 &5 ? Bldg.Permit#: d�� 733 email: D\c)o�{t P 101-2; .1'< �y( '�°� Tax Map District: 1000 Section: Block: j / Lot: • 9 i BRIEF DESCRIPTION OF WORK(Please Print Clearly) Circle All That Apply: Is job ready for inspection?: YES l(@0) Rough in Final Do you need a Temp Certificate?: ft3�1 NO Issued O Temp information: (All information required) Service Size 1 Ph) 3 Ph Size: C2�UL_A #Meters Old Meter# New Service- Fire Reconnect- Flood Reconnect-Service Reconnected - Underground -Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional information: PAYMENT DUE WITH APPLICATION 82-Request for Inspection Formals gUFFol't, BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex-54375 Main Road-PO Box 1179 v 4, a° Southold, New York 11971-0959 ` d'' Telephone(631)765-1802-FAX(631)765-9502 rocier.richerta)town.southold.ny.us APPLICATION FOR ELECTRICAL INSPECTION REQUESTED'BY: •1'0 All P6/,t,.!b Date: Company Name: —TV�T le:c-w c Name: A-S- RD(19 c-j0 License No.: 33.MO O email: Address: G.� Phone No.: 2 d 3 3 /SZl JOB SITE INFORMATION: (All Information Required) " �Cr4[•4yJ�A Name: �) Address: 3 U t Cross Street: Phone No:: ( � t BIdg.Permlt#:. 33 email: axil 1) i)k�'ir) Tax Map District: 1000 Section: Block: / Lot: 02 , BRIEF DESCRIPTION OF WORK(Please Print Clearly) f — U V Circle All That Apply: Is 16b`ready-for inspection?: YES/ !O ,Rough In Final Do you need a Temp Certificate?: YE / NO Issued On 1 Temp Information: --�� (All information required) ' 3 Ph Size:�A #Meters Old Meter# Service Size C1 jjh 1� New Service-Fire Reconnect-Flood Reconnect-Service Reconnected-Underground-Overhead #Underground'Laterals 1 2 H Frame Pole Work done on Service? Y N / < Additional information: / " • PAYMENT DUE WITH APPLICATION DBA TPI ELECTRICAL SERVICES 1553 THOMAS POLAND SOLE PROP 51.57/119 CT 1894 CENTER GROTON RD LEDYARD,CT 06339-1605 DATE TO THE I ,J �- ORDER OF / DOLLARS e Bank of America'��I ACH 0.T 071900571 FOR �/3� -- . l ?,�' �� / �,�� - '`��- W� � � rte"` F ,�z: r. .tx'a _i„ - - .r'yx,?',�. _ ;,s`• K,�i,F�,* Ridz^s^�`;�a;.r�,zr,«i_,:,,�i;YG;�.��«,F,S w,;,�`�n�a,�":`s;e,:. _ -;L7, _ :1„ �:,�-�.�c!i:?f,G.:a`;.$w,�,'-_'�.,.s_"'< - _- - �:.�:,a G,r�,x�.��_ ••�':^�n _ y-c"Y.%-v'==- ''a'`��:��.�,i..i" .�;wf�";;lar�`>•:'�.;p'A •Y�',"F��,,�-e.'`'P'�' -- '.i� - iz~- -� G, iz'�BUI'LDIN,. TOWyNht`- !'� ~5`` 5 n..'i i»�^..:�.t•"x i:S.�.�ixf,',`. Y i7 O,'e'a"1,=�!'4 O :OFS�. V D,a;,+` uthotd ox 1179',so .`�NY 11 54375. „�.'t,J_... 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Telephone(631)765-1802 54375 Main Road o Fax(631)765-9502 P.O. Box 1179 y Z Southold, NY 11971-0959 0 • --- --- - --- -- - - - BMILL MUG DE RTMENT -- — - ------- - NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: I ii 13, ae10 Owner: Simax-y Location of Property: 1 S'rYiCLrJ 3 hlawcl A 0-03?0 Please-take notice that the (check applicable line): V/ New commercial=orresidential structure Addition to,existing"commercial or residential structure Rehabilitation,`to.an existing commercial or resid6hti*tructure to be..constructe81-6r performed at the subject property reference above will-.utillze (check applicable line): y/ Truss type construction (TT) Pre-engineered wood`+construction (PW) Timber construction-'(TC) ','- in the following location(s) (check applicable line): Floor framing, including girders and beams (F) Roof framing (R) - Floor and rooYraming (FR) Signature: Al Name (person submitting this form): �Q,►' 7o/[t�v , 7' �v�dy Cc Capacity(check applicable line): Owner Owner representative TrussReg15.docx Effective 1/1/2015 '� _ �•� 1 , _ __ e �. ,� ks�` tis 1, ' ti�,a� � � �7�� I R y t4" N �.� r ,7 � i1 �� '� �' �� '''�b '.1 � ! 1 x'�+��& L :"'�:h'F J-i y # ff-- s Y 4 t4�. vs }r?ry- i� �}• �r"t u LAK<.� R'`� i^�.^ 7 �C � y E act r"y�1� r f>-'-� � �'�".�aha+�a:... ;?.rr� .fi z�1y','�.,� �;'sc� �'3 is Yr {Yr� rx+�"'';j�gea'•� ��'yzrv�r i y� 'may' 7�,to '�..'�`' "z•,t 5 a�r:s' � .y �Y � �L��P< ^� � 4J L�'3 t k � 9 i �E�,,, ki H n 1 I� 3 - — �. F` / ¢ 1 �.� v �d'[` �.y'�. rc kt Y:xf �web r. ��C k ��1 � `� A Z.'!� „ f � -�� .Y Key 1^R• a � / J � �S �; ,c: "' ',i t. S y A x r � g Y a ti."t 3 � y 4 + a r i; fz,�, a".. P � � 4 I k y ��,' _ _ ,�1, � ^ r' r �# ° �. ` y 4C ,`.s �Iv. {,` �•� a }, ^ - ��,. t; , f- _ _ —� , � ;�,_ a � 1 ;� � z ;; a �,. . __ n. � � _ � � ppb _ .� r xr, �4t�; 1� i, d - "i "n • • �$9af` �� I Y � �_� �, . A ¢ � !��A - - _ __ , �.., �� -,� -_� _�� , _��< �� ,-�- � rte, ��, I :� - �° '' :. Y :. . � .., N ,�� i .. {' - — — _— — ___ i � k � �¢ � �.f , I � � � � � � ,tii � �,,, P O Box 164 THEFishers Island, NY 06390 TO ®O r T 631-377-6442 Y,•�, itoldo@thetoldocompany.com COM_PA1IV www.thetoldocompany.com �_• May '17;,2018 To: Town of Southold Building Department' - 53095 Route 25 P.O. Box 1179 Southold, .NY 1'1971 PROJECT: DeSimone Buiding permit Tax Map # 1000-9-11-2.9- Thank you.for sending all of the necessary forms that we missed sending initially. We have submitted disconnect letters and the no gas letter with our Demo Application that has been approved (BP#42675). Please let us know if any additional paperwork is needed. Sincerely, i Jar d Toldo Pres ent The oldo Company DATE A �09 PROPERTY -iAP N0. 0d0 1 069 MAP.COORDINATE NOS. DEED RECORDED IN LIBER ash PAGE 35 SUBDIVISION NAME OR NO. MAP BOOK PAGE BL. LOT REAL PROPERTY TAX SERVICE AGENCY INDEX INITIAL . SUFFOLK COUNTY CENTER RIVERHEAD, L. I., N. Y. 11901 SKETCH: LOT LINE MODIFICATION MAY 21 2008 ; 1 OF 2 efld-Etli�of Am , `eft'#1'Of SO41TIlUtU _ :2.a: 2"7 � 2.1 Sys g y SPLIT & RETIRED 1000-00900-1100-002002 ROBERT W. FEAGLES REVOCABLE TRUST BY 12527 835 CREATED 1000-00900-1100-002007 ROBERT W. FEAGLES REVOCABLE TRUST BY 12527.835 1000-00900-1100-002008 ROBERT W. FEAGLES REVOCALBE TRUST BY L1'),-5'e) P RESEARCHER/PLOT E _ _ DATE1k gldg RPTSA Form I CHECKED BY 48-119 DATE '�3 �b PROPERTY MAP N0. MAP COORDINATE NOS. DEED RECORDED IN LIBER Io?Sail _ PAGE SUBDIVISION NAME OR NO. MAP BOOK PAGE BL. LOT, REAL PROPERTY TAX SERVICE AGENCY INDEX INITIAL SUFFOLK COUNTY CENTER RIVERHEAD. L. 1., N. Y. 11801 tt SKETCH: 0f i Q z, 2.6 CO 2•:9�a 12< r�i 2.1 .s ASSEMBLED & RETIRED 1000-00900-1100-002005 ROBERT W. FEAGLES REVOCABLE TRUST BY 12527 836 1000-00900-1100-002008 ROBERT W. FEAGLES REVOCALBE TRUST BY L1,5"4 8 P "53c) J CREATED 1000-00900-1100-002009 ROBERT W. FEAGLES REVOCABLE TRUST BY 12527 836 & L (-X5`{B P530 w RESEARCHER/P tT7�R A DATE qI-VdL CHECKED BY RPTSA Form 101 48-114 co P - II11 "'B A TO' E,ac iS0` D SL E?O - Y Southold, N.Y. 11971 HENRY E.RAYNOR. Jr..Chairman TELEPHONE FREDERICK E.GORDON '765-1938 JAMES WALL BENNETT ORLOWSKI.Jr. GEORGE RITCHIE LATHAM.Jr. July 259 1980 Mr: Robert W. Feagles 182• Fern Street West Hartford, Connecticut 06119 Dear Mr. Feagles: The following action was taken by the Southold Town Planning Board at a regular meeting held July 14, 1980. RESOLVED, that whereas,, a formal application for the approval of a subdivision plat, entitled Minor Subdivision of Robert W. and Anita M. Feagles was submitted to the Planning Board on June 16, 1980, and an application fee of $100.00 was paid on June 16, 19809 and WHEREAS, a public hearing was held on the said subdivision application and final map. at the Town Hall in Southold, New York, on July 14, 1980 at 2:15 p.m. , and WBEPEAS, the requirements of the Subdivision Regulations of the Town of Southold have been met by said plat and application, Now, therefore, be it RESOLVED that the application of Robert W. and Anita M. Feagles for approval of said subdivision plat prepared by Chandler, Palmer & King dated June 12, 1980, be approved subject to the following conditions of the Suffolk County Planning Commission being placed on the map and that the Chairman of the Planning Board be authorized to endorse approval on said subdivision Plat upon compliance with same. This subdivision is in close proximity to Elizabeth Field and, therefore, may be subjected to noise emanating from the facility and from aircraft taking off and landing at the airport. Mr. Robert W. Feagles Page Two i I have received the maps from Chandler, Palmer & King and will have the chairman endorse same on Monday night. I have also informed George Fisher, Sr. Building Inspector, that this subdivision has been approved. Yours truly, HENRY E. RAYNOR, JR. , CHAIRMAN SOUTHOLD T019N PLANNING BOARD By Muriel Tolman, Secretary Copy to Sr. Building Inspector t 1 -- Y,416-0 t E 140 40.0(7 .r ¢ 3�.�• 4 y_OT S3 p LO x � i i C Im � 1 1 � � O a� A R�A;,0.&S ± Acres Lor 534 L�4 } Wet d l3z a pi i o, a a 3 � ty4,3' 1 iII 0 C 'V �F � ocJ� ESN ��► AyENu }: ;�- 1 � E l sss°as'0 " ' z 0 �+ N 140.00' c� e , W r r Q � r LOT 53 G 4)on d wellIng i v r rn I N / m iidrive- cn NOTE- Coordinate distances ! rn 0 4 to_ '0 are measured from U.S C 0 0- Coast a Geodetic Survey rn P- AREA=0.66 # Acres D Triangulation Station"PROS"i rn 3 z + 0 LOT 53A 0 C_ i co > LOT NUMBERS FROM m ;K MAPOF HIGHLAND PARK rn FILED 10/19,'1887 N0.163" NZ38a 82 N6205'00"W W 3't 01), 134.00' i est F RMERL�( M FRCLAETA ANK i f ' Guaranteed to The Connecticut Bank and Trust Company,Executor of the Estate of Polly Edmonds a/k/a Mary Yates PLAN MADE FOR I r Edmonds,deceased,andto Chicago ESTATE OF POLLY EDMONDS Title Insurance Company in accordance with tEQUESTRIAN AVE &OCEAN VIEW AVE. standards for titlele surveys }} at The New York State Land FISHERS ISLAND, NEW YORK i Title Association. SCALE: I"=40ft. Chandler,Palmer8 King r TITLE NO. 75SO0953 Norwich,Conn. tj n I Y AUGUST 25, 1975 c�UAx�.ur��D r'o ;uE T+T'tE cure e,►.�rEe CovvAb:Y AWD r,0b-.LT W, FEgGLES \�b Aj+rn ADDITIONS OCT. 15, 1475 NAAc CAE FsA4L-es - uov. ZZ, 197'/_ M f P ! U S - AV 4)V � ul. , �r ceAa Mp1a. /!! .00H N. .p/ . TowN OF,- 5C>LlTyOI.D-. , -..'1' _ p •� �.,,�CJ•� , P t ` K E1' ;.h AI • , X40. ;�Q '�. 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ALL LoT'5 56K,/ICF.0 BY F:k5"f X% ISLAND M/ATEQ GOM PAN`( 0 \ N---40 Z 7 cov-L +Z$ FROM LI.S.COJ.S-v J. 6FoDEYL SLLR`�K MAP f` L O T 3 O Lam./ O.Z s 7 Ac-K E a W TIP - ss m W � �' ' ,430 --- W�n �O V ` �� 6t AC N 637' o A N(j Z �' t-j'Ic�N cF cta �'I�l �"Ir�� ,tc•Cr �4t.� '�' :ter-11--t" 2as65, _. w �s O F ��2�.1�to1. f�G`t-1•,�C{ .� a�-r l©1.,. ,r4 :�» : L41' Litr0. monument o•'c'J .y,l MINOR SUNbIVIS1ON PLAtA - PROPERTY OF W 355991 y-y ROBERT W. r, AN{TA M. FEAGLES - Ft541E�5 ISLMt40, NEIN yoKy lw,c-��, CNANDL£R PALM Eti; aN �W C �' --� t � ICIN4 NO WICFI� oNN EcTtcuT • � .ILIN� lzt t9 ae i p R �, a }' / I �F3 �4'� HAY HARBOR •� � � e NOON 2017 �,g L—AME If SERVICES Q W Qbl l 9Sui�c�>et: �:Orsra�r:� D��r,f�Tr,:�raT t�r 11••�� "�t� TER PIM. PROVIDE 2- gi ail 7Atn `+3,T 1, �Y4,.,al�J11"�U ld'WIEIFORA 0 C '�• vin � LEACHING POOLS / - _ _ - PERN1.17 F'f e`E'..�JOI .Y W -_ - r�.; (SEE DETAIL) w ro `t-6 - - --- - - -- -- N F _ G„ n» d F^...^'i�'.�.:,iGr" 0NLY d xe<.N Q YONCE FAMILY LLI U) PROPERTY HOLDINGS LLC °j��l� •O / PROVID n SINGLE FAMILY RESIDENCE DEC ' c / // S / DISTRIBUTION i 3 B MUNICIPAL WATER J / ON SITE SEPTIC SYSTEM BE N 50%FUTURE � � � I^�'J^')� „_ - ELIZABETH nvEN2' r�c� / EXPANSION L` �iC't i• ". / POOL -� FIELD AIRPORT `c(c��,,`�:a"1= alp' \I nn F T' AXI : "u3 0i ( " ;150:1s �o C?F'[s-L .3 T;-I�:E.:. -YEA,R r '.,�,��n��:u��" �I��'r �JVAfIe `" V � .V,y"•Y��,�.,•"•M / LOCATION MAP SCALE 1"=400' \ ; 1 Q \ ? % i� PROPOSED 1 BEDROOM / MAP R1 FERENCEs DE TEMPORARY - '� 2 STORY-RESIDENCE TOCKPILE AREA \ I 18301 S.F. FF ELEV, 42.0 J MINOR SUBDIVISION PLAN PROPERLY OF ROBERT W &ANITA M FEACLES / I o r� I (SEE ARCHITECTUR SHERS ISLAND,NEW YORK SCALE 8 DE CHANDLER,PAL980 @KING }. i ORWICH, LT JUNE 12,1980,NOTE 8 ADDED JULY Q.1980 PROVIDE A 1000 GALLON $ It T\I I ? �' I I h f AbandOl.YT ent of Q;X18tFSa�sanitary S)rSt8r11 USt��IiZ )SURVEY MAP PROPERTY TO BE CONVEYED TO CLAUDIA OESIMONE 3133 SEPTIC TANK- ,I IJ 4j•J' / I CO /* i /E}� �yq.A nUUF�liY OUESTRIAN AVENUE FISHERS ISLAND,NEW YORK,SCALE 1"=20',DATED / \I ^ r \ 9S0 con fio.mance with departil?`r�t,�•yi.l ttir�.•Slty li AR 20.2015,PREPARED BY CME ASSOCIATES,INC li 1 Cut with as r0 ROVIDE CONCRETE � � I -.�•,I c^;.�,; \\ m S C'Lll�'��EtOd�oT�l� 4��lY'A� � Y R STROUSE P E,LS 08/31/2017 PROVIDE NEW WATER TR CK WASHOUT ARE `3S' ssy\ SERVICE-COORDINATE SEE DET ° I"� ' \ 'sos• 0"-t0"TOPSOIL WITH Fl WATER WORKS ( ) ` I F 10"-20"SANDY SUBSOIL / 20"-180°WELL GRADED SANDS,GRAVELLY SANDS,LITTLE OR NO FINES(SW) 'M1�'=--^� ," 1 1 I / NO WATER- EXPECTED SEASONAL HIGH GROUNDWATER-BELOW ELEVATION 15 F M d'-�a;" _,� 1 Unified Soils Classification(USC)System(from ASTM D-2487) ,` O I 1 O 1'' -� .c'r' 'r / Moor Division Coarse-Grained Soils, Sand and Sand Soils,Clean Sand v ':." �,�irb s..�'s • _ �I' Group Symbol SW y REMOVE AND DISPOSE \ I NRCS,USDA Soil Classification Riverhead wry stony sandy loam, 8-157,slope Lv OF EXISTING RESIDENCE- \ I �4' .'•:"=, �'`' I \ \ 1 0 U w ABANDON EXISTING SEPTICM� •` ,e. \,. , / z SYSTEM PER SCDHS s O I } \', 1 I ' Z Z _ ---__ / n� +r. `� I I 1`` ,:-,iE`:,£'T�r-�Y i'"�t',•,,\` ,^ \\ III I �/ \\\A�am\y}�,'��\�� yI}-��/ u\ l S OZ JE Lv REQUIREMENTS NOTES j PROVIDE FORM WWM-080 ! a ¢ (n WI)THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE INDICATED R ROD HEREON ANY EXTENSION OF THE USE BEYOND THE PURPOSED AGREED TO BETWEEN THE CLIENT AND THE SURVEYOR EXCEEDS THE SCOPE OF THE 0 J WQ J�~IM1A.rt^� ", ENGAGEMENT a W !�-ZQ PO `f VF P f,x 1'y.- I -.i% `� 2)IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY PERSON, w d W J Q / P OVIDE TEMPORARY 11005 Mq/N r0 w _ _ _ I I ✓ \\� UNLESS ACTING UNDER THE DIRECTION OF A LICENSED LAND SURVEYOR,TO > w Q 10 LL) CONSTRUCTION J ^F' -; Al - ^€ I ALTER AN ITEM IN ANY WAY W x O ENTRANCE AT I {� ``'•-I / / I / / I a W to O d' ��\' f.S�T yy 1 / / \ 3)ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND SURVEYOR'S W EXISTING DRIVE I / - �'"1 .:pl \)GM1�aw^• I> i f SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL ARE THE PRODUCT OF �_ M= I / MANHOLE `\r' M/", - ~` ^I"` I i 1 b�"r,'1(II 14 \ I '1 tl 1d' IC f"�� .ii Wt �� 0 1/6i THE LAND SURVEYOR. VI Q M t0 O / W ►\\V` � t. O# a'p"h S @ y g} 0 4)COORDINAE DISTANCES ARE MEASURED FROM U S COAST AND GEODETIC J w 1Y / s `( �`` / ..'/,�''�� •` I I ��4:._ 1\ N tlLe...d.61! 4Jed V ices. SURVEY TRIANGULATION STATION"PROS. U 1''`'-*F` v' e = I I /; 1 \ � Sc Advance, 10 SITE C IN THE TOWN OF 1,LOT 9 COUNTY OF SUFFOLK TAX MAP 4.8 Hours In}xx J„• '- � �� tl�' 1000,SECTION 009,BLOCK 11,LOT 29 ------ ,i5y''. _ I I Sde eb Inspection(s). 6)TOTAL AREA 03471 ACRES I o I I �' � I O I I 1 7)511E IS LOCATED IN R-80 ZONE d/ I v`i 3 {\ I / +, ",,1 Imo, ,w I (y I W \ 8)APPLICANT-CLAUDIADE4MONE .t5 ,� BOX 677 WE N, l,• - a ^i.),'a ly I I \ 1WESTTOWN,PA 19395 N 16'03'40"E '� _ 1 '1 / \ BENCH MARK SYS SITE EM IS TO BE SERVICED BY MUNICIPAL WATER AND AN ON SITE SEPTIC p J 500' 1 \ `¢ /ROD-EL 47,71 10)PERCENT OF LOT COVERAGE-PROPOSED-121% 11)BASE FOR ELEVATIONS-NCVD 88 VI � PROVIDE DRY WELL / -,<J•2' „`\ `• \ V� I\� \\\ MUNALL ICIPAL WAERG AND ADJACENT PROPERTIES ARE CONNECTED TO O b FOR ROOF DRAINAGE _ I (SEE DETAIL) n'/ I`r• 705.93 \ 0 - \ y� \\ 3'\ SEPTIC SYSTEM DESIGN FOR UP TO A 4 BEDROOM RESIDENCE In / �W:3798.53 \\11l/ \ $V / \ \ USE A 1000 GALLON REINFORCED PRECAST o \` �_ \ '•3 \\ fin°'/ CONCRETE SEPTIC,TANK(SEE DETAIL) 5 APPROX. LOCATION // 7 �� V� j \ S° ry USE 1- DISTRIBUTION BOX(SEE DETAIL) w USE 2-PRECAST CONCRETE LEACHING POOLS(SEE DETAIL) 8•• WATER MAIN USE 4-DIA APPROVED SEWER PIPE THROUGHOUT W PROVIDE 4'CAST IRON PIPE TO A POINT 2'BEYOND FOUNDATION WALL o SATELLITE i ' \ SEPTIC SYSTEM INVERT DISH FLEVATONS- I Vv \ /"O�o PROVIDE SILT FENCE- $ '\ \ •2° \ N/F PIPE INVERT AT HOUSE- -1 0 H6 / \ \\\ JANE DUNHAM CRARY SEPTIC TANK INLET-34 MAINTAIN DURING 8 ��s• \ -- \/ SINGLE FAMILY RESIDENCE CONSTRUCTION �Op. SEPTIC TANK OUTLET- 343 W \ � D-BOX INLET-33 77 MUNICIPAL WATER r D-BOK OUTLET- 336 ON SITE SEPTIC SYSTEM LEACHIN BOTTOM GPOOL _OF LEACHING POOLS- 275 a o N/F os, \ I \ 0 0 97 JANE DUNHAM CRARY \ DRAINAGE CALCULATIONS mom' m VACANT LAND \ \ AREA 1 (ROOF) m I z a s n PROVIDE DRY WELL 1,830 SF X 1 0 X 2/12 - 305 CU FT REQUIRED O w o ^I FOR ROOF DRAINAGE 305 CU FT /28 27 10 8 v F i i�.. N.655.55 If \ (SEE DETAIL) PROVIDE 2- 6'0, 6' DEEP DRYWELLS = 1340 CU FF 3 Yo cv w 3 W:3840.61 ` Iz \ LEGEND 0 2 ,I DATE" 09/21/2017 \ LIMITS OF I n f19,,c PROPERTY LINE DISTURBANCE- 1ROD 12,1501 rPounio�S.F. EDGE T OF PAVEMENT SCALE I" = 10' 9 / EDGE OF GRAVEL FO �� ------------------- - QUALITY CONTROL / EXISTING CONTOUR CERTIFICATION ---aa--- PROJECT: #2017840 PROPOSED CONTOUR rp / OVERHEAD WIRES a/W 1 CROUPREVIEWED DATE � /6/" r NOW OR FORMERLY N/F A PROJECT 1 17P 'f i I(4Na� UTILftt POLE t 10 5 0 10 SHEET $ EemROWouuENsu / BOUNDARY POINT O,J`J GRAPHIC SCALE IN FEET CML WATER VALVE � srRucluRAL Vrz' sscNrtEcruRu � � i f J �J C � 'tm V U c _ - . o E 8'i Lu t E v s 5'-0' H Q w 8'-6" a ate 3 KNOCKOUT INLET AND U C =cn "e o Fr, ,, ❑ OUTLET OPENINGS y � ;a' au ❑ O ❑ N I ---- N }w ED OO RIBS INSIDE W O ❑❑ m O o (> m O ❑❑ O ❑❑ 10 O ❑❑ 1 j + CN + J 0 ❑❑ . 1O ❑❑oo❑ z�6'-6" � PLAN ` � LEACHING POOL DETAIL CAST HIGHEST EXPECTED GROUND WATER NOT TO SCALE CONCRETE COVERS PLAN QO 4� SILT FENCE s� COVER LOCKING CASTING TO GRADE TO GRADE WOVEN WIRE FENCE (MIN 14 IF DROP 'T' GAUGE W/MAX 6" MESH IS USED FINISHED GRADE SPACING) CHIMNEY o2F UM 4 X 4 12 6/12 6 GA WIR MESH 1p MAX CEN 36" MIN LENGTH FENCE V X20 6 x 6 6/6 GA WIRE MESH 7ER TO CEN TE{t POSTS DRIVEN MIN 16" Q 20' INTO GROUND ATE � min in _f6 RFA 1 I BRic INLET 3" VENTJ—A 3" VENTS OUTLET II ' LIQUID LEVEL �I �y CONSTRUCTION ENTRANCE LOCKING CASTING p 14" OUTLET 1 NOT TO SCALE CONTINUOUS HOT BAFFLE TO GRADE PROPOSED GRADE j _0 ASPHALT SEAL LINED WITH - 4" SCHEDULE x/40 1/6" PVC �\�j�.�j/\y/, --HEIGHT OF FILTER = 16" MIN w ENDCAP TYPE INLET BAFFLE 60'GAS ��jA�}V�'\/�� g j Q LEVELING DEVICES 1 DEFLECTOR i�iiCi��C��i� � w MIN 4' > 6„ MIN co w O V) Z Z J 2" MIN ABOVE x INLET 4" I_ 5'-8,.� I �3„ ��0� n_ ' 0 52 Q OUTLET INERT 2" MIN (ILL11--JJ O4 CROSS SECTION PERSPECTIVE VIEW Q a p BAFFLE REQUIRED M IF INLET PITCH EXCEEDS 1 000 GALLON WOVEN WIRE FENCE (MIN 14 STRAW BALE BINDER 1/2" PER FOOT 1/2 GAUGE W/MAX 6" MESH WIRE U 2 COMPARTMENT SPACING) WITH FILTER CLOTH z PLASTIC NATIVE MATERIALINING L SEPTIC TANK 36" MIN FENCE POST o (OPTIONAL) TYPICAL DISTRIBUTION BOX NOT TO SCALE UNDISTURBED N NOT TO SCALE FLOW SECTION B-B /� WOOD OR NOT TO SCALE COMPACTED SOIL �GROUND � METAL STAKES EMBED FILTER CLOTH �\�\\��\\��\\/ - w (2 PER BALE) rc A MIN OF 6" IN GROUND 'O SECTION VIEW B (a `i o' MIN B z / CONSTRUCTION SPECIFICATIONS i 1 PROPOSED ROOF LEADER (9 19 u VARIES RESIDENCE JI/I i rl y 1 WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE 9 9 w TIES OR STAPLES, POSTS SHALL BE STEEL EITHER "T" OR "U" TYPE OR L o 1 p HARDWOOD 4" PVC WYE 2 FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES - -I OVERFLOW 'SPACED EVERY 24" AT TOP AND MID SECTION, FENCE SHALL BE WOVEN WIRE, SORB Q�9� (is�Q 4" PVC CUT 6" MAXIMUM MESH OPENING PLASTIC• "STRAW BALE z °�F® � TO LENGTH MIN OVER 6" SOIL DRYWELLOER 3 WHEOVERN APP DE BY SX IINCHIESEANDLOFOLDED,IOFIILTERCCLOTH ESHALL BE EIITHERE LINING PLAN (TYP) BLOCKS AND CATCH FILTER X, MIRAFI 100X, STABILNKA T14CN, OR APPROVED EQUIVALENT JJ NOT TO SCALE (o CJ BASIN GRATE TO GRADE t f (NEENAH R-2525-F) OR EQUAL 4 PREFABRICATED UNITS SHALL BE GEOFAB, ENVIROFENCE, OR APPROVED CONCRETE WASHOUT PIT G / FILTER FABRIC EQUIVALENT o g 5 MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN NOTES m m j 1 DIMENSIONS SHOWN ARE FOR TYPICAL RESIDENTIAL ° BULGES" DEVELOP IN THE SILT FENCE CONSTRUCTION, LARGER PROJECTS OR PROJECTS REQUIRING m ' 90'BEND—/ o: w PUMPS MUST BE SIZED ACCORDINGLY (7 GALLONS/TRUCK, 0 o O OO OO OO O 50 GALLONS/PUMP, PLUS MIN 1' FREEBOARD) 15, x o 4" SDR 35 PVC i W 2 3 w SLOPE AS REQUIRED O OO O OO p 2 CAPTURE MATERIAL AND LIQUIDS MUST BE REMOVED FROM _ a mo . u - ° O OO OO O O PIT AND PROPERLY DISPOSED OF WHEN THE PIT REACHES I DATE: 09/21/2017 LL 1" STONE OR p 0° 00 O O 75% OF ITS CAPACITY - - - SCREENED GRAVEL I SCALE NONE 3 INSPECT PIT PRIOR 70 EACH USE TO ENSURE CONTAINMENT I - -_- - --- --- 1' QUALITY CONTROL CERTIFICATION 1' 6' OF WASH WATER PROJECT: {2017840 GROUP REVIEWED ogre STORMWATER DRYWELL DETAIL B PROJECT I—ER suR.Er SHEET NOT TO SCALE ENVIRON4ENfK OF L } rnm L SmIiCIRP�L U J HAMS .. 00 'i (D Co G(1).1 110) E m o c°i U � rn Y W y co U i Q_ CZ �ca E, a) W Q F'- C w co 4 O U > M c �_ ° n 0)> •,� N OGEAN Q �. w Cb $� VIE W � o w CC / G rR V = 3 M J / EL I ZAMTHA�'FNue / NIF PIELm AIRPORT PONCE FAMILY J PROPERTY HOLDINGS LLC SINGLE FAMILY RESIDENCE MUNICIPAL WATER „ , ON SITE SEPTIC SYSTEM , LOCATION MAP SCALE 1 =400 MAP R. EENCES J 4.1 / 1.) MINOR SUBDIVISION PLAN PROPERTY OF ROBERT W. & ANITA M. FEAGLES �';'-• `p:�jht�`' c^ FISHERS ISLAND, NEW YORK SCALE 1"- 40' CHANDLER, PALMER & KING NORWICH, CT JUNE 12, 1980, NOTE 8 ADDED JULY 12, 1980. 0012.) SURVEY MAP PROPERTY TO BE CONVEYED TO CLAUDIA DESIMONE 3133 1`..; !'O EQUESTRIAN AVENUE FISHERS ISLAND, NEW YORK, SCALE 1"=20', DATED < 1yr99o, / MAR. 20, 2015, PREPARED BY CME ASSOCIATES, INC. TEST 190LE DATA / 35• S S . BY: R. STROUSE P.E.,L.S. 08/31/2017 94 s. 0"-1:)" TOPSOIL F 10"-2)" SANDY SUBSOIL / 20"-130" WELL GRADED SANDS, GRAVELLY SANDS, LITTLE OR NO FINES (SW) / NO Wi.TER- EXPECTED SEASONAL HIGH GROUNDWATER-BELOW ELEVATION 15. Unified Soils Classification (USC) System (from ASTM D-2487) Major Division: Coarse-Grained Soils, Sand and Sandy Soils, Clean Sand Group Symbol: SW NRCS, USDA Soil Classification: Riverhead very stony sandy loam, 8-15% slope. w / MON. O O U / (FOUND) NO g Lv �' Z 1.) THF, SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE INDICATEDa — < Ld W / IRON' ROD HEREC4. ANY EXTENSION OF THE USE BEYOND THE PURPOSED AGREED TO Z LO Z Z Q / BETW •N ��fE CLIENT AND THE SURVEYOR EXCEEDS THE SCOPE OF THE O (FOUND) ENGAC'..MENT. 0 � Q v NZ W = CONCRETE BLOCK '\ 2.) IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY PERSON, Q Ld POLE FOUNDATION- Q UNLESS ACTING UNDER THE DIRECTION OF A LICENSED LAND SURVEYOR, TO OJ W 1005 ALTER AN ITEM IN ANY WAY. Z) V LOCATED Ld Q — / 09-06-2018 Q ar Q W ■3 3.) OR LY COPIES OF THIS SURVEY MARKED WITH THE LAND SURVEYOR'S Z M W �. SIGNA7URE AND AN ORIGINAL EMBOSSED OR INK SEAL ARE THE PRODUCT OF LL_ r) = W THE LAND SURVEYOR. V) z °Q. ° �� /�� 4.) COORDINATE DISTANCES ARE MEASURED FROM U.S. COAST AND GEODETIC ! 1 SURVEY TRIANGULATION STATION "PROS". V / � M BENCH MARK 5.) SFE IS IN THE TOWN OF SOUTHOLD, COUNTY OF SUFFOLK TAX MAP ° � o TROD-EL 47.71 1000, SECTION 009, BLOCK 11, LOT 2.9. �J 6.) TOTAL AREA = 0.347± ACRES. 7.) SI1E IS LOCATED IN R-80 ZONE. 8.) OVNER:CLAUDIA DESIMONE PO BOX 677 �7 WESTTOWN, PA 19395 N 16'03.40w E 9.) SITE IS SERVICED BY MUNICIPAL WATER AND AN ON SITE SEPTIC SYSTEM. } J 5.00' 1b 10.) PERCENT OF LOT COVERAGE- PROPOSED-12.1% N:705.93 11.) EASE FOR ELEVATIONS- NGVD 88. Z L(/ W.3798.53 12.) ALL ABUTTING AND ADJACENT PROPERTIES ARE CONNECTED TO (nZ 0 MUNICIPAL WATER. O V) SATELLITE 3s. �N�! �j > / DISH CV � w / O G' + � o u.n�a 'on to cQ�r-ort Q �•° S8 3' NIF z �,°c/6'`' H s JANE DUNHAM CRARY Dr-- r-<oo, SINGLE FAMILY RESIDENCE w MUNICIPAL WATER a ON SITE SEPTIC SYSTEM F_ / N/F ?dos. a / JANE DUNHAM CRARY VACANT LAND I"I" CO N:655.55 m o Of � � o W.3840.61 O0 0 0 � Z w w L� DY 0 �;: U O O O ul Q w 0 J Of O w I 2 O 0- m 0 0 0 li PROPERTY LINE LEGEND DATE: 09/10/2018 IRON ROD ABUTTERS LINE —— (FOUND) EDGE OF PAVEMENT SCALE: 1 " = 20' EDGE OF GRAVEL ------------------- QUALITY CONTROL CERTIFICATION / NOW OR FORMERLY NIF PROJECT: #2017840 GROUP REVIEWED DATE � UTILITY POLE -®- PROJECT MANAGER ' y � . d'// / BOUNDARY POINT SURVEY /� WATER VALVE 10 5 0 10 SHEET ENVIRONMENTAL CIVIL GRAPHIC SCALE IN FEET 1 OF 1 STRUCTURAL ARCHITECTURAL U / J J HAY r SO' HARBOR BY: R. STROUSE P.E.,L.S. 08/31/2017 y_ 2,05 o E Q� _ NIS O 0"-10" TOPSOIL C •� �' H II.- 10"-20" SANDY SUBSOIL 20"-180" WELL GRADED SANDS, GRAVELLY SANDS, LITTLE OR NO FINES (SW) rn C a - c NO WATER- EXPECTED SEASONAL HIGH GROUNDWATER-BELOW ELEVATION 15. y LU t: rn E N ca aa)i Unified Soils Classification (USC) System (from ASTM D-2487) Cn i a y E Major Division: Coarse-Grained Soils, Sand and Sandy Soils, Clean Sand W Q a� ca 0 Group Symbol: SW F 'w 06/ NRCS, USDA Soil Classification: Riverhead very stony sandy loam, 8-15% slope. Q ca ?: w 0 N Y O .5+ 0 > CNV) a_ Cn''^^ N N CU OG�AN Q Lu Cb / SEPTIC SYSTEM LOCATION DATA �? v W co Co T Co / DISTANCE DISTANCE sr V C FROM FROM POINT LOCATION LOCATION J # "A" "B" DESCRIPTION HOUSE HOUSE N�F CORNER CORNER v�''�� eF� / PONCE FAMILY rzLIZASMTH A EXPANSION 1 30.0' 56.0' INLET COVER / PROPERTY HOLDINGS LLC (V AREA SINGLE FAMILY RESIDENCE 2 26.5; 62.0;OUTLET COVER PIrELP AIRPORT MUNICIPAL WATER J 3 20.5 71.5 D-BOX ON SITE SEPTIC SYSTEM 4 18.0' 82.5' LEACHING POOL #1 +W 1 5 34.5' 76.0LEACHING POOL #2 LOCATION MAP SCALE 1 400 = LEACHING QPOOL /*, �,, �... `F MAD REFERENCES \ ,. / 1.) MINOR SUBDIVISION PLAN PROPERTY OF ROBERT W. & ANITA M. FEAGLES FISHERS ISLAND, NEW YORK SCALE 1"- 40' CHANDLER, PALMER & KING NORWICH, CT JUNE 12, 1980, NOTE 8 ADDED JULY 12, 1980. o 2.) SURVEY MAP PROPERTY TO BE CONVEYED TO CLAUDIA DESIMONE 3133 "' n EQUESTRIAN AVENUE FISHERS ISLAND, NEW YORK, SCALE 1"=20', DATED '-µ` MAR. 20, 2015, PREPARED BY CME ASSOCIATES, INC. IE,!>T HOLE DATA BY: R. STROUSE P.E.,L.S. 08/31/2017 / LEACHING w -% ,;: �S• Or-10" TOPSOIL C� �, 30130 POOL DISTRIBUTION 3 F 10'-20" SANDY SUBSOIL 'JLDVa 101.VAA31S'VA1 .. ... '::... ::... \ BOX WELL GRADED SA/ 20"-180" WE NDS, GRAVELLY SANDS, LITTLE OR NO FINES (SW) SDOIAH3S I-H1_1V3H UO '3_if1S I` NO WATER- EXPECTED SEASONAL HIGH GROUNDWATER BELOW ELEVATION 15. Unified Soils Classification (USC) System (from ASTM D-2487) RoZ $ 0 1 0 �\ SHUT -Grained Soils, and Sandy Soils, Clean Sand k.> 1 Ma or Division: Coarse s d / 1000 GAL. I OFF w SEPTIC TANK Group Symbol: SW Yin NR;.S, USDA Soil Classification: Riverhead very stony sandy loam, 8-15% slope. 03AGOi U Ow S, .: 1 / W 1 Z W W 1 RETAINING WALL Z Z O U / ;I : 1 HEIGHT VARIES Nsc';,' O }- NEW 1" i°€€ ; : ;.::::.: `.� :< � ) � � W Z / WATER . SERVICE 1 BURIED ►PON ROD 1.) THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE INDICATED a' 0 Q W PROPANE (FOUND) HEI;EON. ANY EXTENSION OF THE USE BEYOND THE PURPOSED AGREED TO Z � � Z Z Q 1 TANK LiJ 1 + ' BE* THE CLIENT AND THE SURVEYOR EXCEEDS THE SCOPE OF THE O Q EPS yC`rviEPJ i. - Q c STO s< 1 ¢ �" I- z OR 2.) IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY PERSON, Q W POLE E UN_ESS ACTING UNDER THE DIRECTION OF A LICENSED LAND SURVEYOR, TO J W Q O V) w \ AL;-ER AN ITEM IN ANY WAY. Car - / � 1005 ,:.. l l.' . ' I J W { '. ��- DRY WELL Q tl Q (n FOR ROOF 3.) ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND SURVEYOR'S Zof w i i DRAINAGE SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL ARE THE PRODUCT OF li ►� _ o= THE LAND SURVEYOR. (n W :::::::. ........ 41 :. L� Z o ` 4.) COORDINATE DISTANCES ARE MEASURED FROM U.S. COAST AND GEODETIC SURVEY TRI " �a � ANGULATION STATION "PROS". BENCH MARK 5. SITE IS IN THE TOWN OF SOUTHOLD h ` lil COUNTY OF SUFFOLK TAX MAP ci ::.::: TROD-EL 47.71 10G0, SECTION 009, BLOCK 11, LOT 2.9. ;. Q TOTAL AREA = 0.347± ACRES. ... u ' CONCRETE BLOCK 6.) FOUNDATION- IS LOCATED N LOCATED 7.) SITE I R-80 ZONE. ;. '% 09-06-2018 ' f: g ; 8.) OWNER:CLAUDIA DESIMONE co P.O. BOX 21 FISHERS ISLAND, NY 06390 N 1503'40" Et; ." 9.) SITE IS SERVICED BY MUNICIPAL WATER AND AN ON SITE SEPTIC SYSTEM. ,:. 5.00' t ::., '::'.'::; m T H ... lb10.) PERCENT OF LOT COVERAGE-12.11% O AND ADJACENT PROPERTIES ARE CONNECTED TO N.'705.93 .... ° 11.) ALL ABUTTING ;,;.. DRY WELL MUNICIPAL WATER. N zo W:3798.53 - f: ::::::::... FOR R OF / B DRAINAGE .... z � o :: ,' � O v I/ 3► - o > w LU N/F SUFFOL,030111F'ITY r.'LLr.A<T..: SERVICES OF HEP-.LTH SERVICEw- Q JANE DUNHAM CRARY AIPPF„ Y :� L(7�L CO :J:TE D%',!0RK3 FOR � 4b SINGLE FAMILY RESIDENCE � �''�r ►:°c��° ��°� N s -• -- v, ., _. oMUNICIPAL WATER z S8 71 ON SITE SEPTIC SYSTEM OS. The qo .^ „'7'' ,afG,at il,vorzlilm h.^.vI~b.cn I n^.n0cc C. x c "I:?: �,y t,f7lc C:.E:=2;, r!,-:C3 cnd found to ba satisactory FOR i', H � N/F �2jos JANE DUNHAM CRARY C. VACANT LAND U.�.� .•_.,. .J.. 00 00 N:655.55 N M C140 I 0 X I W:3840.61 O 0 0 0 J LLIZw z Y Y wo LLI 0� 0 J LEGEND a- m0DUUi IRON ROD PROPERTY LINE DATE: 03/21/2019 (FOUND) ABUTTERS LINE -- EDGE OF PAVEMENT SCALE: 1 '9 = 10' EDGE OF STONE // \ ------------------- PROJECT: #2017840 QUALITY CONTROL CERTIFICATION NOW OR FORMERLY NIF GROUP REVIEV/ED DATE UTILITY POLE -!- PROJECT MANAGER f BOUNDARY POINT O SURVEY 10 5 0 10 SHEET ENVIRONMENTAL CIVIL GRAPHIC SCALE IN FEET 1 OF 1 STRUCTURAL ARCHITECTURAL Job Truss Truss Type Qty Ply FISHERS ISLAND NY Q1804051 S1 SCISSORS 58 1 133206784 Job Reference(optional) Truss Engineering Corp, Indian Orchard,MA-01151, 8 130 s Mar 112018 MITek Industries,Inc Wed May 2 07 52 06 2018 Page 1 ID f oTawzxouVdMeVfYufLLgpzU7g?-MHS_XwsuYoCDKGtnZo8L3?14QcOHKfnuXYGODxzKby7 -2-8-0 5-2-14 10-10-12 16-6-10 21-9-8 24-5-8 2-8-0 5-2-14 5 7-14 5-7-14 5-2-14 2-8 0 5x5 \\ Scale=174 0 5 21 22 12 00 12 3x6 // \ 3x6 \ 411 6 3x4// 3x4 \\ Y 3 7 12 10 2x4 I I 2x4 �r 28 m 750 12 Ir 0 0 21-9-8 1 9 7x8 7x8 i 27-1-8 i 5-2-14 10-10-12 16-6-10 21-9.8 5-2-14 5-7-14 5-7-14 5-2-14 Plate Offsets(X.Y)-- [2.0-2-1,0-3-14].1`8 0-2-1 0-3-141 LOADING (psf) SPACING- 1-4-0 CSI. DEFL. In (loc) I/defl Ud PLATES GRIP TCLL(roof) 350 Plate Grip DOL 1 15 TC 0 71 Vert(LL) -018 10-11 >999 240 MT20 197/144 Snow(Pf/Pg) 26 9/35 0 Lumber DOL 1 15 BC 099 Vert(CT) -0 37 10-11 >715 180 DL 1 50 BCL0.0 * Rep Stress Incr YES WB 044 Horz(CT) 0 48 8 n/a n/a BCDL 160 Code IRC2015ITP12014 Matrix-MSH Weight 104 Ib FT=10% LUMBER- BRACING- TOP CHORD 2x4 SPF No 2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins BOT CHORD 2x4 SPF No 2 BOT CHORD Rigid ceding directly applied or 2-2-0 oc bracing WEBS 2x4 SPF No 2 SLIDER Left 2x4 SPF No 2 3-0-0,Right 2x4 SPF No 2 3-0-0 REACTIONS. (Ib/size) 2=982/0-5-8,8=982/0-5-8 Max Horz 2=-284(LC 12) Max Uplift 2=-206(LC 14),8=-206(LC 15) Max Grav 2=1129(LC 2),8=1129(LC 2) FORCES. (lb)-Max Comp/Max Ten -All forces 250(lb)or less except when shown TOP CHORD 2-4=-21091351,4-5=-1676/127,5-6=-1705/173,6-8=-2087/239 BOT CHORD 2-12=-312/1862,11-12=-324/1917,10-11=-93/1684,8-10=-85/1627 WEBS 5-11=-91/1917,4-11=-504/342,6-11=-504/394 NOTES- (10) 1)This truss has been checked for uniform roof live load only,except as noted 2)Wind ASCE 7-10,Vult=146mph(3-second gust)Vasd=115mph,TCDL=4 2psf,BCDL=5 Opsf,h=25ft,Cat II,Exp B,enclosed, MWFRS(envelope)gable end zone and C-C Extenor(2)zone,cantilever left and right exposed,C-C for members and forces& MWFRS for reactions shown,Lumber D0L=1 60 plate grip D0L=1 60 3)TCLL ASCE 7-10,Pr=35 0 psf(roof live load Lumber D0L=1 15 Plate D0L=1 15),Pg=35 0 psf(ground snow),Pf--26 9 psf(flat roof snow Lumber DOL=1 15 Plate D0L=1 15),Category 11,Exp B,Partially Exp,Ct=1 1 4)Unbalanced snow loads have been considered for this design 5)This truss has been designed for greater of min roof live load of 12 0 psf or 1 00 times flat roof load of 26 9 psf on overhangs non-concurrent with other Ince loads OIF NE 6)This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads �. 7)*This truss has been designed for a live load of 20 Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide GARC� 0 � will fit between the bottom chord and any other members 8)Bearing at joint(s)2,8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula Building designer should verify capacity of bearing surface 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except(jt--lb) 2=206,8=206 0 S W 10) All Plates 20 Gauge Unless Noted Ngo �0.080091 AROFFsstioNP., May 2,2018 ®WARNING-Verffy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.101032015 BEFORE USE. " Design valid for use only with MITek®connectors This design is based only upon parameters shown,and is for an individual building component,not a truss system Before use,the building designer must verify the applicability of design parameters and property incorporate this design Into the overall p q building design Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing 1gp�'i'®k" is always required for stability and to prevent collapse with possible personal Injury and property damage For general guidance regarding the fabrication,storage,delivery,erection and bracing oftrusses and truss systems,see ANSI1TP11 Quality Criteria,DSB49 and SCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute,218 N Lee Street,Suite 312,Alexandria,VA 22314 Chesterfield,MO 63017 Symbds Numbe ng System A\ Genera8 Safety [Mates PLATE LOCATION AND ORIENTATION 14-18j" Center plate on joint unless x,y 6-4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property 4 offsets are Indicated. (Drawings not to scale) Damage or Personal Injury Dimensions are In ft-in-sixteenths Apply plates to both sides of truss 1 2 3 1 Additional stability bracing for truss system,e g and fully embed teeth TOP CHORDS diagonal or X-bracing,is always required See BCSI CI-2 c2-3 2 Truss bracing must be designed by an engineer For wide truss spacing,individual lateral braces themselves p WEBS t,. 4 may require bracing,or alternative Tor I 0c 0 bracing should be considered O _ �'> y1 W U �m = 3 Never exceed the design loading shown and never o U stack materials on inadequately braced trusses O C1. U 4 Provide copies of this truss design to the building For 4 x 2 orientation, locate ° C67 C I— designer,erection supervisor,property owner and plates 0- 'Id'from outside BOTTOM CHORDS all other interested parties edge of truss 8 7 6 5 5. Cut members to bear tightly against each other 6 Place plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully Knots and wane at joint required direction of slots In AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1 connector plates THE LEFT. 7 Design assumes trusses will be suitably protected from * CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1 Plate location details available in MiTek 20/20 NUMBERS/LETTERS. software or upon request. 8. Unless otherwise noted,moisture content of lumber shall not exceed 19%at time of fabrication PLATE SIZE PRODUCT CODE APPROVALS 9 Unless expressly noted,this design is not applicable for ICC-ES Reports: use with fire retardant,preservative treated,or green lumber A The first dimension is the plate 10 Camber is a non-structural consideration and is the 4 X '-F width measured perpendicular ESR-1311, ESR-1352, ESR1988 responsibility of truss fabricator General practice is to to slots Second dimension is ER-3907, ESR-2362,ESR-1397, ESR-3282 camber for dead load deflection the length parallel to slots 11 Plate type,size,orientation and location dimensions LATERAL BRACING LOCATION indicated are minimum plating requirements 12 Lumber used shall be of the species and size,and in all respects,equal to or better than that Indicated by symbol shown and/or Trusses are designed for wind loads in the plane of the specified by text in the bracing section of the truss unless otherwise shown 13 Top chords must be sheathed or purlins provided at output. Use T or I bracing spacing indicated on design if Indicated. Lumber design values are in accordance with ANSI/TPI 1 14 Bottom chords require lateral bracing at ft spacing, section 6 3 These truss designs rely on lumber values BEARING or less,if no ceiling is installed,unless otherwise noted established by others. 15 Connections not shown are the responsibility of others Indicates location where bearings 16 Do not cut or alter truss member or plate without prior (supports)occur. Icons vary but ©2012 MiTek®All Rights Reserved approval of an engineer reaction section indicates joint number where bearings occur. 17 Install and load vertically unless indicated otherwise Min size shown is for crushing only Qt+ 18 Use of green or treated lumber may pose unacceptable environmental,health or performance risks Consult with Industry Standards' project engineer before use ANSI/TPI1: National Design Specification for Metal 19 Review all portions of this design(front,back,words Plate Connected Wood Truss Construction. and pictures)before use Reviewing pictures alone DSB-89 Design Standard for Bracing Nil is not sufficient BCSI BuildingComponent Safety Information, p y 20 Design assumes manufacture in accordance with Guide to Good Practice for Handling, ANSI/TPI 1 Quality Criteria Installing&Bracing.of Metal Plate ammiTeke Connected Wood Trusses. MiTek Engineering Reference Sheet.Mll-7473 rev 10/03/2015 ®i - MiTek MiTek USA, Inc. 16023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 Re: Q1804051 FISHERS ISLAND NY The truss drawing(s)referenced below have been prepared by MiTek USA,Inc. under my direct supervision based on the parameters provided by Truss Engineering,Corp.. Pages or sheets covered by this seal: I33206784 thru I33206784 My license renewal date for the state of New York is January 31,2020. 0F NE Gggc�9 O�� r Cr n tt W LU (P�� NO.0 0091 �i�C7 O � R F SS1 P May 2,2018 Garcia,Juan IMPORTANT NOTE:Truss Engineer's responsibility is solely for design of individual trusses based upon design parameters shown on referenced truss drawings. Parameters have not been verified as appropriate for any use. Any location identification specified is for file reference only and has not been used in preparing design. Suitability of truss designs for any particular building is the responsibility of the building designer, not the Truss Engineer, per ANSI/TPI-1, Chapter 2. � ntr t r Copy of Order =G1NE9R1AG WORK ORDER #38326 Ordered On:08/31/18 181 GOODWIN ST Projected Delivery By: 09/29/18 ** CORPORATION PO BOX 51027 S= INDIAN ORCHARD, MA 01151 MANUFACTURERS OF ROOF& FLOOR TRUSSES Job: TOLDO Phone(413)543-1298 Fax(413)543-1847 Toll Free(800)456.0187 1333 EQUESTRIAN AVE FISHERS ISLAND, NY 06390 Sold To:United Builders Supply- Watfrd. PO: 04-577770-JJ 45 Richards Grove Road P.O. Box 334 Quaker Hill, CT 06375 Ordered By:JESSE CHADWICK Attn:JESSE CHADWICK Phone:(860)-443-5341 Our Salesman:Casey Bennett Cancellation Date: 09/03/18 ** Truss Engineering's Shipping Department should be contacted 5 business days before your optimal delivery date. "Projected Delivery" dates are NOT scheduled ship dates. SPECIAL INSTRUCTIONS: NOTE: THIS IS TO THE JOB SITE ROOF TRUSSES LOADING TCLL-TCDL-BCLL-BCDL INFORMATION 30 0,10.0,0.0,10.0 ROOF TRUSS SPACING:24.0 IN.O.C.(TYP) LAYOUT BY:CB ON:08/31/18 PROFILE QTY PITCH TYPE BASE O/A LUMBER OVRHG I CANT SHIPPING UNIT TOTAL PLY TOP BOT TRUSS ID SPAN SPAN TOP BOT LEFr RIGHT WIDTH WEIGHT PRICE PRICE GABLE 02-04-00 02-04-00 11-07-08 167 2 12.00 0 00 GE01 23-03-00 23-03-00 2 X 6 2 X 4 ----------- PIGGYBACK 02-04_00 02=04_00 0 37 12001 7.50 S01 23-03-00 23-03-00 2 X 612 X 4 11-07-08 II 125 PIGGYBACK 02-04_00102_04_001 11-07-08 1 153 2 12.00 7.50 S01GE 1 23-03-00 1 23-03-00 2 X 612 X 6 PIGGYBACK >. 2 12.00 0 00 TP01 04-09-02 1 04-09-02 2 X 412 X 4 - 02-11-08 I 17 PIGGYBACK 02-11-08 14 l/ 37 12.00 0 00 ---- TP02 04-09-02 04-09-02 2 X 4 2 X 4 ----- - PIGGYBACK 02-11-08 17 �• 2 12.00 0.00 TP03 04-09-02 1 04-09-02 2 X 4 2 X 4 ----- ----- ROOF SUB-TOTAL: ***** IMPORTANT NOTE ***** It is the sole responsibility of the retailer to supply all attached drawings and information to their customer for review and approval. Any and all changes must be received by Truss Engineering prior to the cancellation date. Any changes received after cancellation date may result in added charges and delay of order. No response before cancellation date will be perceived as a full approval of order. Truss Engineering is responsible for supplying only the material as listed on the order. SUB-TOTAL Deliveries are F.O.B. our truck to jobsite. Inability to access the jobsite or take delivery WIDE LOAD/ of order may result in additional charges. ESCORT FEE GRAND TOTAL *** THESE DRAWINGS HAVE BEEN REVIEWED AND ARE APPROVED AS AN ORDER *** Approved By: Approval Date: PO#: Requested Delivery Date: _- _ _ 'F,•, |!t E !� !{ƒ!! !!! 16-04-00 28-10-00 34-10-00 NOT !|•!� {!� ; p , E_� _,mA SUPPORT °Jya \|_!/!..)� i . ©� - - FF o A. § G g _��T_ROOF w ic 2/I \ / e �e 'e JIM !!! CNI -'� MR, , 9999999909 , 99999999999999999999999 R a� ! ! 29 ƒ9 \9929 / - 9997 \ ® %7999297799979 \999 ;1;!! , . !�• -- --- - ---- --------------------- � - . -- !!{) 1�..!| \|iI !§!!. z2 @-08 21-02-08 35-00-00 1 79-00-00 !■..;f |||� | !$)! §|A EMU ii m- FISHERS ISLAND FNY 914 . I ENGINEERING 0 3ethn&eft 37377mdmues £zHip Lines. o CALE: BEST FIT CORPORATION k9 Lines' 0 Horizontal Overhang Line 164 Raked Oveeg Lines. 7e @ ON 11" x 17 Job Tru Truss Type Q1' �P'y FDESEMONE -FISHERS ISLAND 38326 GE01 GABLE 2eference(optional) Truss Engineering Corp,Indian Orchard,MA 01151 ID.6?TfnVa89hQXRPi6uccnQry1Ly4-98 2woi12m�ZOp1.'AV i jffGJV55ge11Wcm7isyh?1 -2-408-8-0 147-0 23-3-0 25-7-0 24 -0 8-8-0 5-11-0 8-8-0 .ale=1,569 4x6 4x6 10 11 (SOF iVE� 7 8 9 Y C�P '(ppl4ER G �'Q< 12 Q�� r 6 r 5-5 ../• a' 011) 5 13 12.00 12 30 L14 1 6630$ 0 4 epi AROFESSIONP� 1c7l$ 174 3 32 2 29 1 I'lF��111 0 ]o 14x9 II 28 27 26 25 24 23 22 21 20 19 18 4x9 I 17 5x5= 23-3-0 23-3-0 Plate Offsets Y 2 0-0-10,0-0.10],[2 0.1-4,0-3-10],[2 Ed a 0-td,16 Ed e,0.14,16 0.1-4,0.3-10],[16 0-0-10.04)-101,[23 0-2-8,0-3-01 LOADING(psf) SPACING- 2-0-0 CSI DER. in (loc) Ildeft L/d PLATES GRIP TCLL(r000 300 Plate Grip DOL 1.15 TC 021 Vert(LL) 002 17 nlr 120 MT20 1971144 Snow(PflPg)20 4120 0 Lumber DOL 1.15 BC 0.16 Vert(CT) 002 17 nlr 90 TCDL 100 Rep Stress lncr YES WB 021 Horz(CT) 001 16 n/a n/a BOLL 00• Code IRC20151TPI2014 Matrix-SH Weight 1681b FT=10% BCDL 100 LUMBER- TOP CHORD 2x6 SPF No 2 14)This truss is designed in accordance with the 2015 International Residential Code sections BOT CHORD 2x4 SPF No 2 WEBS R502.11 1 and R802102 and referenced standard ANSVTPI 1. OTHERS 2x4 SPF No 2 3.28=-2731121,15.18=2731109 15)Graphical purlin representation does not depict the size or the orientation of the pudin along WEDGE the top and/or bottom chord Left.2x4 SPF Not, JOINT STRESS INDEX 16)All Plates 20 Gauge Unless Noted Right-2x4 SPF No 2 2=020,2=020,2=020,3=038,4=038,5=038,6=038,7=027,8=038,9=038,10= BRACING- 038,11=027,12=038,13=038,14=038,15=038,16=020,16=020,16=020,18=038, LOAD CASE(S) TOPCHORD 19=0.38,20=038,21=038,22=038,23=022,24=038,25=038,26=038,27=038 and 28 Standard Structural wood sheathing directly applied or 6.00 oc purlins,except =0 38 2-0-0 oc purlins(6-0.0 max):7-11 BOT CHORD NOTES- (16) Rigid ceiling directly applied or 10-0.0 oc bracing 1)This truss has been checked for uniform roof live load only,except as noted WEBS 2)Wind ASCE 7-10,Vult=146mph(3-second gust)Vasd=115mph,TCDL-02psf BCDL=5 Opsf, 1 Row at midpt 9.23,B-24,10-22 h=25ft;Cat II,Exp B,enclosed,MW FRS(envelope)gable end zone and C-C Comer(3)-2.3-14 to 0-8-2,Extenot(2)0.8.2 to 5.7.5,Comer(3)5-7-5 to 17-7-11,Exterior(2)17-7.11 to 22.6.14 zone, REACTIONS All bearings 23-3.0 cantilever left and right exposed,C-C for members and forces 8 MWFRS for reactions shown; (lb)-Max Harz Lumber DOL=1.60 plate gnp DOL=1 60 2=346(LC 13) 3)Truss designed for wind loads in the plane of the truss only For studs exposed to wind Max Uplift (normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified All uplift 100 lb or less at joints)23,24,25,28,22,21,18,16 building designer as per ANSVTPI 1 except 2=194(LC 10),26=173(LC 14),27=184(LC 14),20=179(LC 15), 4)TCLL-ASCE 7-10,Pr-30 0 psf(roof live load Lumber DOL=1 15 Plate DOL=1 15),Pg=20 0 psf 19=183(LC 15) (ground snow),Pf=20A psf(Flat roof snow.Lumber DOL=1 15 Plate DOL=1 15),Category It,Exp B; Max Grav Partially Exp,Ct=1.1,Lu=50-0-Q Min gat roof snow load governs.Rain surcharge applied to all All reactions 250 Ib or less at joints)24,25,28,22,21,18 except exposed surfaces with slopes less than 0 500112 In accordance with IBC 1608 3 4 2=452(LC 2),23=258(LC 36),26=258(LC 45),27=280(LC 45),20=265(LC 47), 5)Unbalanced snow loads have been considered for this design 19=279(LC 47),16=452(LC 2) 6)This truss has been designed for greater of min roof live load of 12 0 psf or 100 times Flat roof load of 15 4 psf on overhangs non-concurrent with other live loads FORCES (lb)-Max.CompJMax Ten-AII forces 250(lb)or less except when shown. 7)Prowde adequate drainage to prevent water ponding TOP CHORD 8)All plates are 2x4 MT20 unless otherwise indicated. 2.3=3091261,5-6--1761256,6-7=197)265,7-8-1791253,8-9=1 791253, 9)Gable requires continuous bottom chord bearing 9.10=1791253,10-11=1791253,11-12=1971265,15-16--2371261 10)Gable studs spaced at 2-0-0 oc BOT CHORD 11)This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any 2-28=1291303,27-28--1291303,2&27=1291304,25-26=1291304, other Irve loads 24-25=1291304,23-24--1291304,22-23-1291304,21-22=1291304, 12)•This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where 2021=1281304,19-20=1281304,1&19=1281303,16.18=1271303 a rectangle 3.6-0 tall by 2.00 wide will 6t between the bottom chord and any other members WEBS 13)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 3.28=2731121,155-18=2731109 100 Ib uplift at joint(s)23,24,25,28,22,21,18,16 except(¢=Ib)2=194,26--173,27=184,20=179, Job Truss Trassrype °ty Ply DESENIONE -FISHERS ISLAND 38326 S01 Piggyback Base 37 1 Job Reference o ono Truss Engineering Corp,moron orchard,MA 01151 m ��Cety 1 eG r7h ID:6?TfnVa89hQXRP(6uccnQ IL0V1fio�C4N&Ik -240 8-8-0 14-7-0 23-3-0 Z70240 8-8-0 5-11-0 8-8-0 1 24 8x9= 8x9= c ale=1 56.6 !of NEW 4 23 25 Q(F' y CCO O 01 10 lyl m2N 12 00 12 22 5x5= 25 5630815 „ ARoFEss(oNP� I 4x4// 1 B 2x4 II 2x49 11 1 r 4x4 3 6 m 2 26 2 20 7 50 12 727 1 5x9 11 8 5x9 11 0-5.8(0-2-2) 0-5.8(0-2-2) 1348#/•327# 1348#/-327# 8-8-0 11-7-8 14-7-0 23-3-0 8-8-0 2-11-8 2-11-8 8-8-0 Plate Offsets(XY)-[2.0.1.6 Ed a,4 0-&12,0-3-4],j5 0.6.1 0-3-0, •0.1-0 Ed a 10 0-2-8,0-3-4] LOADING(psf) SPACING- 2.0.0 CSI DEFL In (loc) Ildefl L/d PLATES GRIP TCLL(roof) 300 Plate Grip DOL 115 TC 063 Vert(LL) 0.17 9-18 >999 240 MT20 1971144 Snow(PHPg)20 4120 0 Lumber DOL 1.15 BC 0 62 Vert(CT) -027 10 >999 180 TCDL 100 Rep Stress Incr YES WB 042 Horz(CT) 041 7 We We BCLL 00• BCOL 100 0 Code IRC20151TP12014 Matrix-MSH Wei ht.1261b FT=10% LUMBER- TOP CHORD 2x6 SPF No 2 NOTES. (13) BOT CHORD 2x4 SPF No.2 1)This truss has been checked for uniform roof live load only,except as noted WEBS 2x4 SPF No 2 2)Wind ASCE 7-10,Vult=146mph(3-second gust)Vasd=115mph,TCDL=42psf,BCDL=5 Opsf, SLIDER h=25ft,Cat 11,Ex B;enclosed,MWFRS(envelope)Left 2xfi SPF Not 3-0-0, P ( pe)gable and zone and C-C Extedor(2)•2-3.14 to Right 2x6 SPF Not 3-0-0 0.8.2,Interlor(1)0-8-2 to 4-5-1,Exterior(2)4.5.1 to 18.9.15,Intenor(1)18.9.15 to 22-6.14 zone, BRACING- cantilever left and right exposed,C-C for members and forces&MWFRS for reactions shown; TOP CHORD Lumber DOL=1.60 plate grip DOL--1 60 Structural wood sheathing directly applied or 3-7-2 oe purlins,except 3)TCLL•ASCE 7-10,Pr-30 0 psf(roof Irve load Lumber DOL=1.15 Plate DOL-1 15),Pg--20 0 psf 2-0-0 oe purlins(3.11-5 max)4-5 (ground snow),Pf-20 4 psf(flat roof snow Lumber DOL=1.15 Plate DOL=1 15),Category 11,Exp B; BOT CHORD Partially Exp,Ct--1.1,Lu=50-0-0,Min.flat roof snow load governs Rain surcharge applied to all Rigid ceiling directly applied or 8.3-15 oc bracing exposed surfaces with slopes less than 0 500112 In accordance with IBC 1608 3 4. 4)Unbalanced snow loads have been considered for this design REACTIONS (lb/size) 5)This truss has been designed for greater of min roof live load of 12 0 psf or 1.00 times flat roof 2 = 97110.5.8 (min.0-2-2) load of 15 4 psf on overhangs non-concurrent with other live loads. 7 = 97110-5-8 (min 0-2-2) 6)Provide adequate drainage to prevent water ponding Max Hoa 7)This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other 2 = 346(LC 13) live loads Max Uplift 8) This truss has been designed for a live load of 20 Opal on the bottom chord In all areas where a 2 = -327(LC 14) rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members 7 = -327(LC 15) 9)Bearing at)ornt(s)2,7 considers parallel to grain value using ANSVTPI 1 angle to grain formula Max Grav Building designer should verify capacity of bearing surface 2 = 1348(LC 2) 10)Provide mechanical connection(by others)of truss to bearing plate capable ofwthstandmg 7 = 1348(LC 2) 100 lb uplift at)olnt(s)except()t=1b)2=327,7=327. 11)This truss Is designed In accordance with the 2015 International Residential Code sections FORCES (lb)-Mm Comp.lMax.Ten.-All forces 250(lb)or less except when shown R502 11 1 and R807102 and referenced standard ANSVTPI 1. TOP CHORD 12)Graphical pudin representation does not depict the size or the orientation of the purlin along 2-4=24731406,4-5=29741489.5-7=2473/262 the top andlor bottom chord. BOT CHORD 13)All Plates 20 Gauge Unless Noted 2-11=47511948,10-11=-459/1923,9.10--19211867,7-9--171/l905WEBS LOAD CASE(S) 4.10=13311712,5.102611798 Standard JOINT STRESS INDEX 2=082,2=085,3=000,4=079,5=079,6=000,7=082,7=085,9=038,10=0.78 and 11= 038 Job Truss Truss Type Q1j' P'y DESEMONE -FISHERS ISLAND 38326 S01GE Piggyback Base Structural Gable COMM ® I I 1 Job Reference(optional) Truss Eng(neenng Corp,Indian Orchard,MA 01151 ID:6?TfnVa89hQXRPi6uccnQzytLy pm �1 Vu lic' l;i gn 2 ngsb2o�iN�luQ?K�weyQruyh xl 2-40 , 8-8-0 147-0 23-3-0 25 7-0 r2 4 0 8-8-0 5-11-0 8-8-0 2-4-0 ale=1,56.61 8x9= 8x9= P�pF NEwY 3 31 4 5� �GPHER G �� IV 12 IV m 13 12 00 Ff2 30 5x5= 33 A S630a �� j 14 10 RoFESSIONP� 1 1 15 9 T 16 8 2 2 7 50 12 34 5 2g 17 7 35 T� 1 5x12 11 5x12 11 6 Ib' 8-8-0 , 11-7-8 147-0 23-3-0 8-8-0 2-11-8 2-11-8 8-8-0 Plate Offsets(X,Y)-[2 0.1-15 Ed e,2 0-7-9,0-10-12],[2 0-1.2,L).1-2,3 0-6.12 0-34,4 0-&12,0-3-4],5 0.1-15 Edge],5 0.7-9,0-10-12],15 0.1-2,0.1.21,[12 0-2-8,04-0],[19 0-1-15,0-1-01,[20 0-1-115,04-01 LOADING(psf) SPACING- 2.0.0 CSI DEFL in (loc) Udefl Lid PLATES GRIP TCLL(roof) 30 0 Plate Grip DOL 115 TC 062 Vert(LL) -0 01 5.7 >999 240 MT20 1971144 Snow(PfIPg)2041200 Lumber DOL 115 BC 056 Vert(CT) -002 5.7 >999 180 TCOL 10 0 Rep Stress Incr YES WB 009 Horz(CT) 001 5 We nla BCLL 0 0• Code IRC20151TPI2014 MatnxSH Weight 153 lb FT=10% BCDL 10 0 LUMBER- TOP CHORD 2x6 SPF No 2 13)This truss is designed in accordance with the 2015 International Residential Code sections BOT CHORD 2x6 SPF No 2 WEBS R50211.1 and R802.102 and referenced standard ANSUTPI 1 WEBS 2x4 SPF No 2 3-14-3871186,4-10=387185 14)Graphical Purim representation does not depict the size or the orientation of the pudin along OTHERS 2x4 SPF No 2 the top andfor bottom chord WEDGE JOINT STRESS INDEX 15)All Plates 20 Gauge Unless Noted Lett 2x4 SPF Not, 2=061,2=061,2=068,3=084,4=084,5=061,5=061,5=068,7=038,8=038,9= Right 2x4 SPF Not 038,10=038,11=038,12=038,13=038,14=038,15=038,16=038,17=038,18=038, LOAD CASE(S) BRACING- 19=0 40,19=0 38,20=0 40,20=0 38,21=0 38,22=0 38,23=0.38,24=0 38,25=0 38,26- Standard TOP CHORD 0 38 and 27=0 38 Structural wood sheathing directly applied or 60-0 oc purlins,except 2.0.0 oc purlins(10-0-0 max)34 NOTES (15) BOT CHORD 1)This truss has been checked for uniform roof live load only,except as noted Rigid ceiling directly applied or 10.0.0 oc bracing, Except 2)Wind ASCE 7-10,Vult=146mph(3-second gust)Vasd=115mph,TCDL-02psf,BCDL=5 Opsf; 6-0-0 oc bracing 1617,7-8. h=25ft,Cat Il,Exp B;enclosed,MWFRS(envelope)gable end zone and C-C Exterior(2)-2.3.14 to 0.8.2,Interior(l)0-62 to 4-5-1,Extenor(2)4-5.1 to 18-9.15,Interior(1)18.9.15 to 22.614 zone, REACTIONS All bearings 233-0 cantilever left and right exposed,C-C for members and forces 8 MWFRS for reactions shown, (lb)-Max Herz Lumber DOL=1.60 plate gnp DOL=1 60 2=346(LC 12) 3)Truss designed for wind loads in the plane of the truss only.For studs exposed to wind Max Uplift (normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified All uplift 100 lb or less at loings)10,15,9 except 2=295(LC 15), building designer as per ANS11TPI 1 12=140(LC 11),5=280(LC 15),14=156(LC 11),16=117(LC 45), 4)TCLL ASCE 7-10,Pr-30 0 psf(roof live load Lumber DOL=1 15 Plate DOL=1.15),Pg=20 0 psf 17=323(LC 14),8-118(LC 47),7=314(LC 15) (ground snow),Pf=20 4 psf(flat roof snow.Lumber DOL=1 15 Plate DOL=1 15),Category II,Exp B, Max Grav Partially Exp;Ct--1 1,Lu=50-0-0,Min flat roof snow load governs Rain surcharge applied to all All reactions 250 lb or less at joint(s)11,13,15,16,9,8 except exposed surfaces with slopes less than 0 500112 in accordance with IBC 1608 3 4 2-458(LC 29),12=350(LC 31),5=452(LC 2),5=298(LC 1),14=412(LC 2), 5)Unbalanced snow loads have been considered for this design 10=412(LC 2),17=478(LC 45),7=470(LC 47) 6)This truss has been designed for greater of min roof live load of 12 0 psf or 100 times flat roof - load of 15 4 psf on overhangs non-concurrent with other live loads FORCES. (lb)-Max CompJMax Ten-All forces 250(lb)or less except when shown 7)Provide adequate drainage to prevent water ponding TOP CHORD 8)All plates are 20 MT20 unless otherwise Indicated 2-3=3961323,4-5---3961299 9)Gable studs spaced at 2-0-0 oc BOT CHORD 10)This truss has been designed for a 10 0 psf bottom chord live load nonconcument with any 2-17=2091335,1 61 7=2 0 013 5 3,1616=2011317,1 4-1 5=19 9132 6, other Iwo loads 1314=2061327,12-13=2021319,10,11 7/254,9.10=1091258, 11)•This truss has been designed fora live load of 20 Opsf on the bottom chord in all areas where 7-8=1831300 a rectangle 3-6-0 tall by 2.0.0 wide will fit between the bottom chord and any other members WEBS 12)Provide mechanical connection(by others)of truss to beanng plate capable of withstanding 314=3871186,4-10=787/85 - 100 Ib uplift at)oings)10,15,9 except(7t--lb)2=295,l2=140,6--280,14--156,16--117,17=323,8--118, - 7=314 Job Truss Truss Type Qty Ply FISHERS ISLAND NY Q1804051 S1 SCISSORS 58 1 Job Reference(optional) Truss Engineering Corp.,Indian Orchard,MA 01151 - 8.100 s Apr 24 2017 MiTek Industries,Inc Fri Apr 2716.02:01 2018 Page 1 0-0 ID:f_oP ouVdMeWYufLLgpzU7g)-A?TwzefYld6ZS654XHreEZbN4XeferllBQ832ZzMUD -2-8-8-, 5-2-14 10-10-12 16-6 10 21-9-8 i 24-5-8 2-8-0 5-2-14 5-7-14 5-7-14 5-2-14 2-8-0 5x5 OF NE►i[i 5 C �g(OFHER U r � 12.00 12 3x6/i 3x6 56308 4 11 W2 1 6 A� SS1 3x4/i T 1 CA 6x8 3x4 1 12 0o 2 2x4 II 2x41 8 co r 7.50 12 21-9-8o 1 2) 04 � 9 1129#/-206# 112 301 27-1-8 0-0-0 0-0-0 5-2-14 10-10-12 16 6 10 21-9 8 5-2-14 5.7-14 5-7-14 5-2-14 Plate Offsets — [2:0-2-1,0-3-14],[8-0-2-1,0-3-14 LOADING(psf) SPACING- 14-0 CSI. DEFL in (loc) I/defl L/d PLATES GRIP TCLL(roof) 350 Plate Grip DOL 1.15 TC 0.71 Vert(LL) -0.1810-11 >999 240 MT20 1971144 Snow(PfIPg)26 9/35 0 Lumber DOL 1.15 BC 099 Vert(CT) -0.37 10-11 >715 180 TCD L 15.0 Rep Stress Incr YES WB 0.44 Horz(CT) 0.48 8 n/a n/a BCLL 00 ' Code IRC2015/TPI2014 Matrix-MSH Weight:104 Ib FT=10% BCDL 150 LUMBER- TOP CHORD 2x4 SPF Not 7)'This truss has been designed for alive load of 20.Opsf on the bottom chord BOT CHORD 2x4 SPF No 2 TOP CHORD in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom WEBS 2x4 SPF No 2 2-3=-741/0,3-4=-21091351,4-21=-1676/115,5-21=1571/127, chord and any other members. SLIDER 5.22=-16281173,6-22=-1705/161,6-7=-20871239, g)gearing atjoint(s)2,8 considers parallel to grain value using ANSIffPI 1 Left 2x4 SPF No.2 3 0-0, 7 8=-741/3 angle to grain formula Building designer should verify capacity of bearing Right 2x4 SPF No.2 3-0-0 BOT CHORD surface. BRACING- 2-12=-312/1862,11-12---32411917,10-11=-93/1684, 9)Provide mechanical connection(by others)of truss to bearing plate capable TOP CHORD 8-10=-85/1627 of withstanding 206 Ib uplift at joint 2 and 206 Ib uplift at joint 8 Structural wood sheathing directly applied or 2-2-0 oc purlins WEBS 10)This truss is designed in accordance with the 2015 International Residential BOT CHORD 5-11=-91/1917,4-11=-504/342,6-1 1=-504/394 Code sections R502.11.1 and R80210 2 and referenced standard ANSI/TPI 1. Rigid ceiling directly applied or 2-2-0 oc bracing. NOTES- (11) 11)All Plates 20 Gauge Unless Noted _ REACTIONS (Ib/size) 1)This truss has been checked for uniform roof live load only,except as noted. LOAD CASE(S) 2 = 98210-5-8 (min.0-1-12) 2)Wind,ASCE 7-10;Vult--146mph(3-second gust)Vasd=115mph;TCDL=4.2psf; Standard 8 = 98210-5-8 (min.0-1-12) BCDL=5.Opsf,h=25ft;Cat.II;Exp B;enclosed;MWFRS(envelope)gable end Max Horz zone and C-C Extenor(2)zone,cantilever left and right exposed;C-C for 2 = -284(LC 12) members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate Max Uplift grip DOL--1.60 2 = -206(LC 14) 3)TCLL•ASCE 7-10;Pr-35 0 psf(roof live load:Lumber DOL=1 15 Plate 8 = -206(LC 15) DOL=1.15);Pg=35.0 psf(ground snow);Pf=26.9 psf(flat roof snow:Lumber Max Grav DOL=1.15 Plate DOL=1.15);Category II;Exp B;Partially Exp.;Ct=1.1 2 = 1129(LC 2) 4)Unbalanced snow loads have been considered for this design. 8 = 1129(LC 2) 5)This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 26.9 psf on overhangs non-concurrent with other live FORCES. (lb) loads Max.CompJMax.Ten.-All forces 250(lb)or less except when shown. 6)This truss has been designed for a 10.0 psf bottom chord live load TOP CHORD nonconcurrent with any other live loads. 2-3=-74110,3-4---2109/351,4-21=-16761115,5-21=-1571/127, Job Truss Truss Type Qty Ply DESEIVIONE -FISHERS ISLAND Q1804051 SG01 PIGGYBACK BASE GIRDE 2 Job Reference(optional) Truss Engineering Corp,Indian Orchard,MA 01151 8 210 s May 18 2018 MiTek Industries,Inc Fn Aug 24 12 00 45 2018 Page 1 ID f oTawzxouVdMeWYufLLgpzU7g9-8NnVHOXdx6iQ5mJB5BoZ5UfEvKsJSIgDOa5eUkykG -2-40 45-12 1 8-8-0 1 11-7-8 147-0 18-9-4 1 23-3-0 25-7-0 2-4-0 45-12 142-4 2-11-8 2-11-8 42-4 45-12 2-4-0 OF NE 6x8= 2x4 11 6x8= C ,Opt1ER G r 0 �5 5 5;,'l T2 7 U2 r_ Of C7 � ` 56308 3x6/j 14 A�oFESS10NP� 3x6 12.00 V2 4 6x8= 8 2 15 13 3x4/i T 3x6 i 3x6 1 1 3x4 3x4 3 9 3x4 16 12 2x4 11 7,50 V2 2x4 11 2 10 Io 1 4x9 11 4x9 11 11 l 45-12 8-8-0 11-7-8 1 147-0 , 18-9-4 , 23-3-0 ' 45-12 42-4 2-11-8 2-11-8 4-2-4 45-12 Plate Offsets MY)- 2 0-M.0-2-151, 5 044,0-1-12 0-64.0-1-121, 10 0-M.0-2-151.T14 0-4-010-4-01 LOADING(psf) SPACING- 2-M CSI DEFL. in ([cc) Vdefl L/d PLATES GRIP TCLL(roof) 300 Plate Grip DOL 115 TC 0 43 Vert(LL) -010 14 >999 240 MT20 197/144 Snow(PFIPg)20 4/20 0 Lumber DOL 115 BC 042 Vert(CT) -016 14 >999 180 TCDL 10 0 Rep Stress Incr NO WB 021 Horz(CT) 0 23 10 n/a nla BCLL 00' BCDL 100 g Code IRC2015TrP12014 Matnx-SH Weight 262 Ib FT=10 LUMBER- TOP CHORD 2x4 SPF No 2 11)Bearing at joint(s)2,10 considers parallel to grain value using BOT CHORD 2x6 SPF No 2 WEBS ANSIfrPI 1 angle to grain formula Building designer should verify WEBS 2x4 SPF No 2 4-15=-143/276,5-15=-143/289,5-14=-25111677, capacity of bearing surface SLIDER 7-14=-054/1714,7-13=-160/308,8-13=-23M62 12)Provide mechanical connection(by others)of truss to bearing Left 2x4 SPF No 2 3-2-3, Right 2x4 SPF No 2 3-2-3 NOTES- (15) plate capable of withstanding 341 Ib uplift at joint 2 and 341 Ib BRACING- 1)2-ply truss to be connected together with FMTSZ278 as uplift at joint 10 TOP CHORD follows 13)This truss is designed in accordance with the 2015 International Residential Code sections R50211 1 and R80210 2 Structural wood sheathing directly applied or 6-0-0 cc purlins,except Top chords connected as follows 2x4-1 row at 0-9-0 cc and referenced standard ANSIITPI 1 2-M cc purlins(6-0-0 max)5-7 Bottom chords connected as follows 2x6-2 rows staggered at 14)Graphical pst n representation does not depict the size or the BOT CHORD Web cc orientation of the pudin along the top and/or bottom chord Rigid ceiling directly applied or 10 0 0 cc bracing Webs connected as follows 2x4ly row at 0-9-0 plies 15)All Plates 20 Gauge Unless Noted 2)All loads are considered equally applied to all plies,except rf REACTIONS (Ib/size) noted as front(F)or back(B)face in the LOAD CASE(S)section LOAD CASE(S) 2 = 97210-5-8 (min 0-1-8) Ply to ply connections have been provided to distribute only loads Standard 10 = 972/0-5-8 (min 0-1-8) noted as(F)or(B),unless otherwise indicated Max Horz 3)This truss has been checked for uniform roof live load only, 2 = 347(LC 11) except as noted Max Uplift 4)Wind ASCE 7-10,Vult=146mph(3-second gust) 2 = -341(LC 12) Vasd=115mph,TCDL=4 2psf,BCDL=5 Opsf,h=25ft,Cat II,Exp 10 = -341(LC 13) B,enclosed,MWFRS(envelope)gable end zone,cantilever left Max Grav and right exposed,Lumber DOL=1 60 plate gnp DOL=1 60 2 = 1353(LC 2) 5)TCLL ASCE 7-10,Pr-30 0 psf(roof live load Lumber 10 = 1353(LC 2) DOL=1 15 Plate DOL=1 15),Pg=20 0 psf(ground snow),Pf=20 4 psf(flat roof snow Lumber DOL=1 15 Plate DOL=1 15),Category FORCES (lb) II,Exp B,Partially Exp,Ct=1 1,Lu=50-M,Min flat roof snow Max Comp/Max Ten-All forces 250(lb)or less except when load governs Rain surcharge applied to all exposed surfaces shown with slopes less than 0 500/12 in accordance with IBC 1608 3 4 TOP CHORD 6)Unbalanced snow loads have been considered for this design 2-3=-24231485,34=22761508,4_5=-2226/428, 7)This truss has been designed for greater of min roof live load of 5-6=-2883/554,6-7=2883/554,7-8=-2226/268, 12 0 psf or 100 times flat roof load of 15 4 psf on overhangs 8-9=-22761294,9-10=24231270 non-concurrent with other live loads BOT CHORD 8)Provide adequate drainage to prevent water ponding 2-16=-531/1816,15-16=-55211935, 9)This truss has been designed for a 10 0 psf bottom chord live 14-15=X123/1857,13-14=227/1760, load nonconcurent with any other live loads 12-13=-97/1830,10-12=84/1701 10)'This truss has been designed for a live load of 20 Opsf on WEBS the bottom chord in all areas where a rectangle 35-0 tall by 2-M 4-15=443/276,545=443/289,5-14=-251/1677, wide will fit between the bottom chord and any other members Job Truss Tr_T_ Q1t' Pty DESEMONE -FISHERS ISLAND - 38326 TP01 Piggyback 2 1 Job Reference o ona - TrussEngmeenngCorp,IndianOrchard,MA 01151 ID:67TfnVa89hQXRPi6uccnQryiLy' -g3jiT�F7r'tjb ,PInd '81.��51qLd�GkaO`rxyl��l1 2-11-8 5-11-0 2-11-8 2-11-8 4x4OF NEW 0 ��CQ'�,�ppHER G 3 E: C'1 12.00 F12 S630a � A v� T STI 1 �pFESS10NP 4 1 2 1 5 I� 1 o a 6 2x4= 2x4 11 2x4= 5-11-0 5-11-0 Plate Offsets(XY)-[2-0-2-7.0-1-01,4 0-2-7,0-1-01 LOADING(psf) SPACING- 2-0-0 CSI DEFL in (loc) Udefl Lid PLATES GRIP TCLL( 30 0 100 Plate Grip DOL 115 TC 0.11 Vert(LL) -000 5 nir 120 MT20 1971144 Snow(Pf]PfIPg)154LumberDOL 1.15 BC 005 Vert(CT) -000 5 nlr 90 TCLL 10 0 Rep Stress I= YES WB 002 HorQCT) 0 00 4 We rile BCDL 0 0' BCDL 100 Code IRC2015frP12014 Matr0 a-P Weight 17 Ib FT=100/6 LUMBER- TOP CHORD 2z4 SPF No 2 3)TCLL:ASCE 7-10,Pr-30 0 psf(roof live load.Lumber DOL--1 15 Plate DOL=1 15),Pg=20 0 Psf BOT CHORD 2x4 SPF No 2 OTHERS 2x4 SPF No 2 (ground snow),Pf=15A psf(flat roof snow,Lumber DOL=1 15 Plate DOL=1.15),Category ll,Exp B, BRACING Partially Exp,Ct--1.7 TOP CHORD 4)Unbalanced snow loads have been considered for this design. StructureI wood sheathing directly applied or 5-11-0 oc pudins 5)This truss has been designed for greater of min roof live load of 12 0 psf or 100 times flat roof BOT CHORD load of 15A psf on overhangs non-concurrent with other[me loads Rigid ceiling directly applied or 10.0.0 oc bracing. 6)Gable requires continuous bottom chard bearing 7)This truss has been designed for a 10 0 psf bottom chord live load nonconcurrerd with any other REACTIONS. (lb/size) live loads 2 = 12014-9.2 (min.0.1-8) 8)•This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a 4 = 120X9.2 (min 0.1-8) rectangle 3-&0 tall by 2-0-0 wide will fit between the bottom chord and any other members 613614-9.2 (min 0.1-8) 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 59 Max Horz Ib uplift at joint 2,66 lb uplift at)oint 4 and 6 l uplift at joint 6 2 = 86(LC 13) 10)This truss Is designed In accordance with the 2015 International Residential Code sections Max UpliftR502.11 1 and R802.102 and referenced standard ANSUTPI 1. 2 = -59(LC 15) 11)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as 4 = -66(LC 15) applicable,or consult qualified building designer 6 - ALC 14) 12)All Plates 20 Gauge Unless Noted Max Grav LOAD CASE(S) 2 = 178(LC 2) Standard 4 = 178(LC 2) 6 = 180(LC 2) FORCES (Ib)-Max CompJMax Ten-All forces 250(lb)or less except when shown JOINT STRESS INDEX 2=026,3=005,4=026 and 6=005 NOTES- (12) 1)This truss has been checked for uniform roof live load only,except as noted 2)Wind ASCE 7-10,VuIY-146mph(3-second gust)Vasd=115mph,TCDL=42psf;BCDL=5 Opsf, h=25lt;CaL Il,Exp B,enclosed,MWFRS(envelope)gable and zone and C-C Extortor(2)zone, canblever left and right exposed;C-C for members and forces&MWFRS for reactions shown, Lumber DOL=1.60 plate grip DOL=1 60 Job Truss Truss Type °1y Pty DESEMONE -FISHERS ISLAND 38326 TP02 Piggyback 37 1 Job Refencoone Truss EngmeenngCorp,Indian Orchard,MA 01151 �TfnLVa19j%WT�07dnohy89Fi � (� � huID.6Va89hQXRPi6ucenQrylo�A� l - - 2-11-8 5-11-0 2-11-8 2-11-8 c..eie-�•�on - 3x4�� '(SOF NEWy 3 5'<�5(opF1ER G,O'Q,r n W lu 12.00 F12 S630B v� T 1 ARGFESSIONP 4 2 5 u) 1 61 Iu3 0 0 0 15 a a 2x4= 2x4= 5-11-0 5-11-0 Plate Offsets X Y 2 0.2-7,0-1-0],14.0-2-7,11.1-01 LOADING(psf) SPACING- 2-0-0 CSI DEFL. in (loc) Ildefl Lld PLATES GRIP TCLL(roof) 300 Plate Grip DOL 1.15 TC 011 Vert(LL) -000 5 n/r 120 MT20 1971144- Snow(PfIPg)1541200 Lumber DOL 115 BC 0.24 Vert(CT) -000 5 n/r 90 BCDL 100 Rep Stress lncr YES WB 000 Hon,(CT) 000 4 We rile BCDL 100 BCDL 0 0' Code IRC2015/TPI2014 Matra-P Weight*15 Ib FT=10 LUMBER- TOP CHORD 2x4 SPF No 2 5)This truss has been designed for greater of min roof live load of 12 0 psf or 100 times flat roof BOT CHORD 2x4 SPF IN 2 load of 15A psf on overhangs non—recurrent with other live loads OTHERS 2x4 SPF Not 6)Gable requires continuous bottom chord bearing BRACING- 7)This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other TOP CHORD Irve BOT CH loads Structural wood sheathing directly applied or 5.11-0 oc purlins 8)•This truss has been designed for alive load of 20 Opsf on the bottom chord in all areas where a BOT CHORD rectangle 3-&0 tall by 2.0-0 wide will fit between the bottom chord and any other members. Rigid ceiling directly applied or 10-0.0 oc bracing 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 REACTIONS. (Iblsize) Ib uplift at)oint(s)2,4 2 = 18714-9.2 (min 0-1-8) 10)This truss is designed in accordance with the 2015 International Residential Code sections 418714-9-2 (min 0.1-8) R502.11.1 and R802102 and referenced standard ANSVTPI 1 Max Hum 11)Sae Standard Industry Piggyback Truss Connection Detail for Connection to base truss as 2 = -86(LC 12) applicable,or consult qualified budding designer Max Uplift 12)All Plates 20 Gauge Unless Noted 2 = -59(LC 14) LOAD CASE(S) 4 = -59(LC 15) Standard Max Grav 2 = 268(LC 2) 4 = 268(LC 2) FORCES (Ib)-Max CompJMax Ten.-Ali forces 250(lb)or less exceptwhen shown JOINT STRESS INDEX 2=0.35,3=005and 4=035 NOTES- (12) 1)This truss has been checked for uniform roof Irve load only,except as noted. 2)Wind ASCE 7.10,Vult=146mph(3-second gust)Vasd=115mph,TCDL=42psf;BCDL=5 Opsf, h=25ft,Cat 11;Exp B,enclosed,MWFRS(envelope)gable end zone and C-C Exterior(2)zone, cantilever left and right exposed,C-C for members and forces 8 MWFRS for reactions shown, Lumber DOL--1 60 plate gnp DOL=1.60 3)TCLL•ASCE 7-10,Pr-30 0 psf(roof live load Lumber DOL--1 15 Plate DOL--1 15),Pg--20 0 psf (ground snow),Pf=15 4 psf(flat roof snow.Lumber DOL=1 15 Plate DOL=1 15),Category 11,Exp B, Partially Exp;Ct=1 1 4)Unbalanced snow loads have been considered for this design Job Truss Tress Type Qty ply DESEMONE -FISHERS ISLAND 38326 TP03 PIGGYBACK 2 1 Job Reference(optional) ' Truss Engmeenng Corp,Indian Orchard,MA 01151 ID6?TfnVa89hQXRPi6uccnQryiLy��lYti�146F12�8 iUPcanr�s�a8ap&.T?j Er4H6 ItOp Vl hr6 1 9 P Y 2-11-8 5-11-0 2-11-8 2-11-8 4x4 pF NEW 3 Gjy�pPHERG r � n 12 00 F12 56308 ci T 1 AR�FESSIONP� STI 4 5 ro I 0 1 0 6 2x4= 2x4 11 2x4= 5-11-0 5-11-0 Plate offsets Y 2 0-2-7,0-1-01,[4 0-2-7,0.1.0 LOADING(psf) SPACING- 2.0.0 CSI DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL(root) 300 Plate Grip DOL 115 TC 0.11 Vert(LL) -0 00 5 n/r 120 MT20 1971144 Snow(PtIPg)1541200 Lumber DOL 1.15 BC 005 Vert(CT) -000 5 nlr 90 TCDL 10 0 Rep Stress Incr YES WB 002 Horz(CT) 02 4 We We BCLL 00 • Code IRC2015ITP12014 Matra-P Weight 17 Ib FT=101% BCDL too LUMBER. TOP CHORD 2x4 SPF No 2 3)TCLL:ASCE 7-10,Pr-30 0 psf(roof Irve load Lumber DOL=1 15 Plate DOL=1 15),Pg=20 0 psf BOT CHORD 2x4 SPF No 2 OTHERS 2x4 SPF No 2 (ground snow),Pf=15A psf(flat roof snow Lumber DOL=1 15 Plate DOL=1.15),Category 11,Exp 8, BRACING- Partially Exp;Ct--1 1 TOP CHORD - 4)Unbalanced snow loads have been considered for this design Structural wood sheathing directly applied or 5.11-0 oc purlins 5)This truss has been designed for greater of min roof live load of 12.0 psf or 100 times flat roof BOT CHORD load of 15 4 psf on overhangs nonconcurrent with other live loads RIgId ceiling directly applied or 10.0.0 oc bracing. 6)Gable requires continuous bottom chord bearing. 7)This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other REACTIONS (Iblsize) two loads 2 = 120/49.2 (min.0-1-8) 8)•This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a 4 = 120149.2 (min.0.1A) rectangle 3.6-0 tall by 2.0.0 wide will fit between the bottom chord and any other members 6 = 136/4-9.2 (min 0-1-8) 9)Provide mechanical connection(by others)of truss to bearing plate capable of wdhstanding 59 Max Hoa Ib uplift at Joint 2,661b uplift at Joint 4 and 61b uplift at Joint 6. 2 = 86(LC 13) 10)This truss Is designed in accordance with the 2015 International Residential Code sections Max Uplift R502 111 and R802102 and referenced standard ANSVTPI 1 2 = -59(LC 15) 11)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as 4 = applicable,or consult qualified building designer -66(LC 15) 6 - WL 14) 12)All Plates 20 Gauge Unless Noted -qLMwr Grav LOAD CASE(S) 2 = - 178(LC 2) Standard 4 = 178(LC 2) ' 6 = 180(LC 2) FORCES (lb)-Max.CompJMax.Ten-All forces 250(lb)or less except when shown JOINT STRESS INDEX 2=026,3=005,4=026 and 6=005 NOTES- (12) 1)This truss has been checked for uniform roof live load only,except as noted 2)Wind ASCE 7-10,Vult=146mph(3-second gust)Vasd=115mph,TCDL=42psf,BCDL=5 Opsf, h=25R,Cal.11;Exp B;enclosed;MWFRS(envelope)gable and zone and C-C Exterior(2)zone, cantilever left and right exposed,C-C for members and forces&MWFRS for reactions shown, Lumber DOL=1 60 plate gnp DOL=1 60 I I , n,a S � t . ;. R f N LU 5 LL ( ,e ArchitecturCAI 5ervices U el 51 00 'a....-a.,•.c.Qa%w.,-nw,.., ...i..ra•^^•:.:'�&✓`ts 5tonewoociane , CT OG37 I esu n us . conicinoe, @3GOde, 51ojnpIU5 . COM - 5 57www . PROP05ED NEW HOME fOR THE : L) e, 51 M n e,, Re, 51 cl e, C, e, CON5TRUCTION DRAWING5 AUGU5T 28 , 201 (5 / NE\0O NY 040399 .EQUE RIAN AV f15HER515LAND , NEWYORK. CONTRACTOR : LOCATION MAP JARED S . TOLDO THE TOLDO COMPANY 1536 MONTAUK AVE. w FISHERS ISLAND, NY 06390 w ry Q 3133 Equestrfan Avenue I-- cn W �eit1� E turrt� Garden Works Q 00 701fTa0,7 ui"'! 1_J �� z ABBREVIATIONS FOUNDATION NOTES APPLICABLE-CODES I . STRUCTURAL FILL SHALL BE PLACED IN 8" LIFTS COMPACTED TO 95% OF MODIFIED I . GENERAL CONTRACTOR TO NOTIFY ARCHITECT OF ANY INCONSISTENCIES IN THE NEW YORK STATE BUILDING CODE A.F.F. Above Finish Floor HGT. Height OPTIMUM DENSITY. DRAWINGS, EXISTING CONDITIONS OR THE PROPOSED CONSTRUCTION IMMEDIATELY. 201 5 International Residential Building Code A.C.T. Acoustical Tile H.M. Hollow Metal 2. NO BACKFILLING OF FOUNDATION WALLS SHALL BE UNDERTAKEN UNTIL SUITABLE WALL 2. GENERAL CONTRACTOR TO TAKE AND VERIFY ALL DIMENSIONS AND CONDITIONS ON THE A/C Air Conditioning HOKIZ. Horizontal BRACING (TEMPORARY OR PERMANENT) HAS BEEN INSTALLED. JOB AND SHALL BE HELD RESPONSIBLE FOR THE SAME. DESIGN plus A.H.U. Air Handling Unit H.B. Hose Bibb 3. DO NOT POUR FOOTINGS ON FROZEN SOIL. REMOVE ALL FROST PRIOR TO POURING 3. ALL NOTES AND DIMENSIONS DESIGNATED AS "TYP." OR"TYPICAL" APPLY TO ALL SIMILAR ALT. Alternate IN. Inch CONCRETE. CONDITIONS THROUGHOUT THE PROJECT. ALUM. Aluminum INCL. Included ALF. Aluminum Frame INFO. Information 4. ALL SOIL SURROUNDING AND UNDER FOOTINGS SHALL BE PROTECTED FROM FREEZING 4. THESE PLANS ARE NOT TO BE SCALED FOR CONSTRUCTION PURPOSES. DIMENSION LINES David A. Noe, AIA AND FROST ACTION DURING THE COURSE OF CONSTRUCTION. SOIL WHICH HAS BEEN AND NOTES SUPERSEDE ALL SCALED REFERENCES. 4 Stonewood Dr. ANCH. Anchor, Anchorage I.D. Inside Diameter ALLOWED TO FREEZE SHALL BE REMOVED. 5. ALL DIMENSIONS ARE TO FACE OF MASONRY FACE OF STUD AND CENTERLINE OF Old Lyme CT. AB, Anchor Bolt INSUL. Insulation � 5. FOUNDATIONS HAVE BEEN DESIGNED TO REST ON INORGANIC, UNDISTURBED SOIL, STRUCTURAL STEEL COLUMNS UNLESS OTHERWISE NOTED. dnoe@360designplus.eom L Angle INT. Interior WHICH MAY BE ORIGINAL SOIL OR CONTROLLED, COMPACTED STRUCTURAL FILL. THE ANDD. Anodized K.P. Kick Plate FOLLOWING BEARING VALUES ARE ASSUMED: 4000P5f. G. ROOFING CONTRACTOR TO VERIFY QUANTITY AND LOCATION OF ROOF PENETRATIONS, (617)-549-5457 APPR. Approved LAB Laboratory AND TO FLASH ACCORDING TO MANUFACTURER'S SPECIFICATIONS. G. MATERIAL USED FOR STRUCTURAL FILL SHALL CONFORM TO THE FOLLOWING GRADATION: ARCH. Architect, Architectural LAV. Lavatory SIEVE SIZE: PERCENT PASSING SIEVE SIZE: PERCENT PASSING: 7. THE REQUIREMENTS FOR SEISMIC LOADS HAVE BEEN INCORPORATED INTO THE DESIGN CONSULTANTS: ASB. Asbestos LTG. Lightmg 3X2' 100 #40 5-45 OF THE STRUCTURAL, MECHANICAL, AND SUSPENDED CEILING SYSTEMS AS REQUIRED A.P.B.O. As Provided By Owner MACH. Machine 3/4" 50-100 #100 0-15 FOR THE NEW CONSTRUCTION. A.5,13.0. Y4' 30-75 #200 O-5.0. As Selected By Owner MAINT. Maintenance 8. SIGNAGE SHALL BE PLACED ON THE WALL ADJACENT TO THE LEVEL SIDE OF A ROOM A5PH. Asphalt MERG. Manufacturer 7. BOTTOMS OF EXTERIOR FOOTINGS SHALL BE AT LEAST 4'-0" BELOW FINISHED GRADE. DOOR AT A HEIGHT OF 5' A.F.F. ASSY. Assembly M.BD. Marker Board 8. PROVIDE EXTERIOR AND/OR INTERIOR FOOTING DRAINS AS REQUIRED BY SITE 9. PROVIDE AN ALUMINUM DIVIDER STRIP AT ALL DOOR THRESHOLDS WHERE TWO DIFFERENT ASST. Assistant MAS. Masonry CONDITIONS. FINISHES MEET UNLESS OTHERWISE NOTED. AUTO. Automatic M.O. Masonry Opening 9. INSTALL FOUNDATION WATERPROOFING TO BELOW GRADE SURFACES DEMOLITION SYMBOLS BM Beam MAT. Material BRG. RearmMAX. Maximum 10. INSTALL FOUNDATION INSULATION AS REQUIRED BY LOCAL CODES. g MAI . REMOVE ALL MATERIALS, ASSEMBLIES AND CONSTRUCTED ELEMENTS AS REQUIRED TO BEV. Bevel, Beveled MECH. Mechanical ACCOMMODATE THE NEW CONSTRUCTION. EXISTING WALL BIT. Bituminous MEZZ. Mezzanine METALS 2. PROTECT ALL EXISTING FINISHES AND SPACES NOT AFFECTED BY THE CONSTRUCTION OR C----- WALL TO BE DEMOLISHED BLK. Block MIN. Minimum DIRECTLY ADJACENT TO THE CONSTRUCTION. ALL EXISTING FINISHES AFFECTED BY THE BLKG. Blocking MISC. Miscellaneous I . STRUCTURAL STEEL COMPONENTS SHALL CONFORM TO THE CURRENT SPECIFICATIONS DEMOLITION WORK ARE TO BE RETURNED TO A STATE OF FINISH EQUIVALENT TO THAT NEW STUD WALL FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS AS PRIOR TO COMMENCEMENT OF THE WORK. BD. Board N North ADOPTED BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. NEW CMU WALL BOT. Bottom N.I.C. Not In Contract 3. PROVIDE DUST-PROOF PARTITIONS SEPARATING THE DEMOLITION AND WORK AREAS B.O. Bottom Of N.T.S. Not To Scale 2. UNLESS OTHERWISE NOTED, ALL STRUCTURAL STEEL SHALL BE IN ACCORDANCE WITH FROM AREAS UNAFFECTED BY THE CONSTRUCTION. - t ASTM SPECIFICATIONS A-3G. STEEL FOR PIPE COLUMNS SHALL BE IN ACCORDANCE WITH �" ''-`' NEW FOUNDATION WALL B.E.J. Brick Expansion Joint OFF. Office ASTM SPECIFICATIONS A-501 . 4. CLEAN ALL AREAS OF THE PROJECT PERIODICALLY TO MAINTAIN A SAFE AND CLEAR BLDG. Building O.C. On Center WORKING ENVIRONMENT. PROVIDE FINAL CLEANING OF THE ENTIRE PROJECT SITE AT THE 3. ALL STEEL-TO-STEEL CONNECTIONS SHALL BE FABRICATED IN ACCORDANCE WITH COMPLETION OF THE PROJECT WORK. OFFICE B.U.R. Built Up Roofing O.H. Overhead INDUSTRY STANDARD PRACTICES FOR BOLTED OR WELDED CONNECTIONS. 20 ROOM NAME/ CAB. Cabinet O.D. Outside Diameter 5. PROVIDE TEMPORARY SHORING OR BRACING AS REQUIRED TO PROPERLY COMPLETE THE ROOM NUMBER C.U.H. Cabinet Unit Heater PTD, Painted 4. ALL STEEL SHALL BE PAINTED WITH ONE SHOP COAT OF RED-OXIDE PRIMER. GALVANIZED WORK. COORDINATE SHORING WITH ALL SUB-CONTRACTORS, AND NOTIFY THE ARCHITECT MEMBERS SHALL BE UTILIZED WHERE SHOWN ON THE DRAWINGS. OF ANY PROBLEMS OR CONCERNS IMMEDIATELY. CAP. Capacity PR. Pair 2 CASE Casement P.T.D. Paper Towel Dispenser WOOD G. ENSURE THAT EXISTING MECHANICAL AND ELECTRICAL SYSTEMS CONTINUE TO FUNCTION A3.2 SECTION MARKER AS PRACTICAL THROUGHOUT THE CONSTRUCTION PROCESS. COORDINATE WITH THE CLG. Ceiling PASS. Passage OWNER DIRECTLY ANYTIME PERIODS DURING WHICH ESSENTIAL SERVICES MAY BE CLGHT. Ceiling Height PERP. Perpendicular NON-FUNCTIONING OR DISCONNECTED. CEM. Cement PLAS. Plaster I . ALL STRUCTURAL WOOD SHALL BE IN ACCORDANCE WITH THE "NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION" AND THE "MANUAL OF HOUSE FRAMING" AS 7. REMOVE EXISTING ROOF AND SIDING AS REQUIRED TO ACCOMMODATE THE NEW CTR. Center PLAM. Plastic Laminate PUBLISHED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION (NEPA), INCLUDING CONSTRUCTION. ERECT TEMPORARY BARRIERS OR PROTECTIONS AS NECESSARY TO A2 1 ELEVATION MARKER /� 1 CL. Centerline PL. Plate PROVISIONS FOR NAILING, FIRE STOPPING, ANCHORAGE, FRAMING AND BRACING. PROTECT THE EXISTING BUILDING FROM THE ELEMENTS DURING THE CONSTRUCTION W C.T. Ceramic Tile PLUMB. Plumbin PROCESS. g 2. UNLESS OTHERWISE SHOWN ON THE DRAWINGS, STRUCTURAL LUMBER SHALL BE AS (D � C.BD. Chalk Board PLYWD. Plywood FOLLOWS: C C) CLO. Closet PVC. Polyvinylchloride a. INTERIOR EXPOSURE: ALL STRUCTURAL WOOD PROTECTED FROM MOISTURE AND S1 TE 203 DOOR IDENTIFICATION >--WEATHER SHALL BE HEM FIR#2 OR BETTER, UNLESS OTHERWISE NOTED ON THE � > O Z COL. Column P.E.J. Precast Expansion Joint DRAWINGS. I . PERFORM ALL WORK IN THIS SECTION IN CONFORMANCE WITH THE FINAL SOILS . CONC. Concrete PREFAB. Prefabricated b. EXTERIOR EXPOSURE: ALL STRUCTURAL WOOD EXPOSED TO MOISTURE, THE COMPACTION, GEOLOGICAL REPORTS AND APPROVED SITE GRADING PLANS AS ACCEPTED O WINDOW IDENTIFICATION WEATHER, WITHIN 8 INCHES OF SOIL, OR LESS THAN 18 INCHES FROM THE FLOOR BY OWNER AND BUILDING DEPARTMENT. IN THE ABSENCE OF THE NECESSARY CONE. Conference QTY. Quantity OF A CRAWL5PACE SHALL BE PRESSURE-TREATED SOUTHERN YELLOW PINE#2 OR SUBSURFACE SURVEY, THE CONTRACTOR SHALL HIRE A LICENSED SOILS ENGINEER TO CZ CZ CJ Control Joint Q.T. Quarry Tile BETTER, WITH MINIMUM RETENTION MEETING OR EXCEEDING THE REQUIREMENTS OF INVESTIGATE THE SITE, AND SUBMIT A REPORT OF THIS WORK TO THE ARCHITECT. IF A O WALL IDENTIFICATION ■ CONT. Continuous RAD. Radius THE BUILDING CODE. DISCREPANCY FROM THE PRESUMED SOIL BEARING CAPACITY EXISTS, CONTRACTOR N (n c. PLYWOOD: PLYWOOD SHALL BE IN ACCORDANCE WITH THE AMERICAN PLYWOOD SHALL NOT PLACE FOUNDATIONS WITHIN WRITTEN INSTRUCTIONS FROM • •� i CONTR. Contractor RWC Rain Water Conductor ASSOCIATION (APA) SPECIFICATIONS (Y51 O). PLYWOOD FLOOR DECKING SHALL BE ARCHITECT/ENGINEER.. COI• q D COLUMN IDENTIFICATION CT CORP. Corridor RECV. Receiving CONTINUOUS OVER TWO OR MORE SPANS WITH GRAIN OF FACE PLIES ACROSS n 1 W REFR. Refri erator SUPPORTS. 2. PRESUMPTIVE SOIL BEARING CAPACITY IS 4,000PSF ON UNDISTURBED SOIL. ALL W CRS. Course, Courses 9 CONCRETE FOOTINGS SHALL BEAR ON UNDISTURBED SOIL OR ENGINEERED FILL. BOTTOM ELEVATION MARKER � F I. PLWOOD ROOF SHEATHING: C-D/EXT-APA, 3/4'THICK Q DEG. Degree REINF. Reinforce II. PLWOOD WALL SHEATHING: C-D/EXT-APA,Y2'THICK OF FOOTINGS SHALL BE 4'-0" MIN. BELOW FINISH GRADE. Ir- DEMO. DEMO. Demolition REM Remove III. PLWOOD 5UBFLOOK: C-D/EXT-APA, 3/4'THICK 3. NO EXCAVATIONS SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING 15 GREATER THAN CY) DEPT. Department REQ'D Required 3. PLATES AND SILLS SHALL BE BOLTED TO FOUNDATION WALLS USING 1/2 INCH BY 12 Y2 THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF A FOOTING. DET. Detail REV. Revised, Revision INCHES HOOKED ANCHOR BOLTS SPACED AT 48 INCHES ON CENTER MAXIMUM, UNLESS DIA. Diameter R. Riser OTHERWISE SHOWN ON THE DRAWINGS. PLATES AND SILLS SHALL BE SET LEVEL. PLATES 4. ALL BACKFILL AT STRUCTURES, SLABS, STEPS AND PAVEMENTS SHALL BE CLEAR AND SILLS SHALL BE PRESSURE TREATED. GRANULAR FILL, COMPACTED TO 95% MAXIMUM DRY DENSITY DETERMINED IN DIM. Dimension R.D. Roof Drain ACCORDANCE WITH ASTM D-1557. DIST. Distance R.M. Room 4. NAILING SCHEDULE SHALL BE IN ACCORDANCE WITH THE LOCAL BUILDING CODE'S "RECOMMENDED FASTENING SCHEDULE". NAIL PLYWOOD SHEATHING AND SUBFLOORING 5. BACKFILL AT LAWNS AND UNPAVED AREAS SHALL BE FREE OF CLAY, ROCK OR GRAVEL DR. Door S.N.D. Sanitary Napkin Dispenser G"O.0 AT EDGES AND 1 2"O.C. ALONG INTERMEDIATE SUPPORTS, LEAVING SPACES LARGER THAN 2" IN ANY DIRECTION, DEBRIS, VEGETABLE MATTER, WASTE AND FROZEN S.N.R. Sanitary Napkin Receptacle MATERIALS. COMPACT TO 90% MAXIMUM DENSITY IN ACCORDANCE WITH ASTM D-1 557. ISSUED FOR: DBL. Double r'Y P p BETWEEN PANELS AS RECOMMENDED BY THE APA. UTILIZE RING-SHANK OR SCREW TYPE D.H. Double Hung 5CHED. Schedule NAILS FOR PLYWOOD 5UBFLOOKING AND APPLY APPROPRIATE CONSTRUCTION ADHESIVE TO ADEQUATELY SECURE PLYWOOD TO FLOOR JOISTS. G. ALL SLABS ON GRADE SHALL BEAR ON MECHANICALLY COMPACTED CRUSHED STONE DN Down 5C. Scupper CAPABLE OF SUPPORTING 2,000PSF. D.S. Downspout SECT. Section 5. JOIST HANGERS, COLUMN CAPS OR BASES, AND OTHER METAL FABRICATIONS, WHERE DWG. Drawing S.J. Seismic Joint REQUIRED OR INDICATED, SHALL BE OF APPROPRIATE SIZE AND TYPE FOR MEMBERS AND SUPPORT CONDITIONS, AS MANUFACTURED BY SIMPSON STRONG-TIE OR EQUAL. WHERE CONCRETE D.F. Drinking Fountain SHT. Sheet FLANGE-SUPPORT JOIST HANGERS ARE USED IN CONJUNCTION WITH STEEL BEAMS, CARE REVISION DATE: ALTERATIONS TO DRAWING: EA. Each SIM. Similar SHALL BE TAKEN TO INSTALL THE HANGERS CLEAR OF CONTACT WITH THE STEEL BEAM BY INSTALLING 2X TOP PLATE IN ACCORDANCE WITH ABOVE CONDITIONS: IN NO CASE SHALL I . ALL CONCRETE WORK SHALL BE IN COMPLIANCE WITH THE "BUILDING CODE ELEC. Electric, Electrical S.D. Soap Dispenser 2X TOP PLATE BE NARROWER THAN THE WIDTH OF THE FLANGE TO WHICH IT IS ATTACHED REQUIREMENTS FOR REINFORCED CONCRETE" (ACI 3 18) AND "SPECIFICATIONS FOR EWC. Electric Water Cooler S.T.D. Sound Transmission Class NOR MORE THAN 1/2" LARGER. CONTRACTOR SHOULD BE AWARE THAT JOIST HANGERS STRUCTURAL CONCRETE FOR BUILDING" (ACI 301). EL. Elevation S.T.C. Sound Transmission Coefficient AND OTHER METAL FABRICATIONS MAY REQUIRE SPECIAL ORDERING WELL PRIOR TO THE ACTUAL TIME AT WHICH THE HANGERS WILL BE NEEDED. THOUGH INDICATED IN CATALOGS 2. CONCRETE SHALL HAVE THE FOLLOWING MINIMUM COMPRESSIVE STRENGTH AT THE AGE ELEV. Elevator SPEC. Specifications AS "STOCK", SOME "STOCK" HANGERS ARE ACTUALLY SPECIAL ORDER ITEMS. OF 28 DAYS: 3000PS1, EXCEPT 400CPS1 FOR EXTERIOR WORK. EMERG. Emergency SQ. Square 3. CONCRETE SHALL HAVE A SLUMP NOT EXCEEDING 5", EXCEPT FOR 4" SLABS. EQ. Equal S.F. Square Feet G. NOTCHING SHALL NOT EXCEED I/GTh OF THE DEPTH OF JOIST OR RAFTER AND SHALL OCCUR ONLY IN THE OUTER QUARTER OF THE SPAN. NOTCHES SHALL NOT BE PERMITTED EQUIP. Equipment S.S. Stainless Steel IN THE MIDDLE HALF OF THE SPAN NOR SHALL THEY EXCEED I/GTH THE DEPTH. NOTCH 4• CONCRETE STRUCTURES AND SLABS EXPOSED TO FREEZING AND THAWING, DEICER LENGTH SHALL NOT EXCEED 1/3RD OF THE JOIST DEPTH. CHEMICALS, OR SUBJECT TO HYDRAULIC PRESSURE SHALL BE AIR-ENTRAINED TO HAVE A EXIST. Existing STD. Standard TOTAL AIR CONTENT AT THE POINT OF PLACEMENT WITHIN A TOLERANCE OF PLUS OR E.T.R. Existing To Remain 5TL. Steel 7. HOLES IN JOISTS OR RAFTERS SHALL OCCUR IN THE MIDDLE I/3RD OF THE SPAN AND MINUS I% AS FOLLOWS: EXP. Expansion STOR. Storage 1/3RD OF DEPTH. THE HOLE DIAMETER SHALL NOT EXCEED I/3RD OF THE JOIST DEPTH. G% FOR MAXIMUM 3/4' AGGREGATE PHASE: HOLES IN ENGINEERED LUMBER PRODUCTS SHALL BE IN ACCORDANCE WITH 5% FOR MAXIMUM I" AGGREGATE EXT. Exterior STRUCT. Structure, Structural MANUFACTURER'S GUIDELINES. 4% FOR MAXIMUM IY2' AGGREGATE E.1.F.5. Exterior Insulation Finish System 5.5TL. Structural Steel ALL OTHER CONCRETE SHALL BE AIR-ENTRAINED TO A TOTAL AIR CONTENT OF 2%TO 4% FT. Feet, Foot SUSP. Suspend, Suspention 8. PROVIDE SOLID BLOCKING AS REQUIRED TO SUPPORT FIXTURES, RAILINGS, SHELVES, CLEATS, TRIM, ETC., AND AS REQUIRED TO SUPPORT EDGES OF PLYWOOD AND 5. CONTRACTOR SHALL PROVIDE ADEQUATE PROTECTION FOR THE CURING OF CONCRETE AS F.R.G.P. Fiber Reinforced Gypsum Panel 5.A.T.C. 5u5p. Acoustic Tile Ceiling WALLBOARD, IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS AND/OR DIRECTED BY ACI 301 . USE OF CALCIUM CHLORIDE SHALL NOT BE PERMITTED. FIN. Finish, Finished T.BD. Tack Board GOOD CONSTRUCTION PRACTICE. G. REINFORCING BARS SHALL BE DEFORMED BILLET STEEL BARS AND CONFORM TO ASTM DRAWING NAME: F.E. Fire Extinguisher THRU Through 9. ENGINEERED LUMBER INDICATED ON THE DRAWINGS SHALL BE INSTALLED IN ACCORDANCE A-G 15-GRADE GO. WELDED WIRE FABRIC SHALL CONFORM TO ASTM-A-185. F.R. Fire Retardant T.P.D. Toilet Paper Dispenser WITH THE MANUFACTURER'S RECOMMENDATIONS. JOISTS LABELED TJI ARE COMPOSITE GENERAL NOTES I-JOISTS AS MANUFACTURED BY TRUS-JOIST. MEMBERS LABELED LVL ARE LAMINATED 7. REINFORCING BARS MARKED "CONT." SHALL BE LAPPED 32 BAR DIAMETERS AT SPLICES FPRFG. Fireproofing T.M.E. To Match Existing VENEER LUMBER(1 .9E MICPOLLAM BYTRUS-JOIST). THE SUBSTITUTION OF OTHP AND CORNERS, HOOKED AT DISCONTINUOUS ENDS. WELDED WIRE FABRIC SHALL BE FIXT. Fixture T*G Tounge and Groove PRODUCTS ARE ONLY PERMITTED WITH BACKUP ENGINEERING PLANS AND CALCULATIONS. LAPPED G" AT END SPLICES. FLP,. Floor T.O. To Of #1807-DESEMONE RESIDENCE Top 10. EXISTING CONDITIONS: DETAILS OF CONNECTIONS OF NEW TO EXISTING ARE FOR 8. CONCRETE COVER FOR REINFORCING SHALL BE AS FOLLOWS: JOB#: F.D. Floor Drain TYP. Typical GENERAL INTENT ONLY. CONTRACTOR SHALL EXPOSE EXISTING CONDITIONS TO VIEW FOR A. CONCRETE PLACED ON EARTH 3" FILE NAME: FLR.FIN. Floor Finish U.L. Underwriter's Laboratory ARCHITECT'S REVIEW PRIOR TO ORDERING ANY MATERIALS FOR WORK WITH THE NEW B. FORMED CONCRETE EXP. TO GROUND OR WEATHER: #5 BARS * SMALLER IY2' #G FTG. Footing U.H. Unit Heater CONNECTIONS. DETAILS SHOWN ARE BASED ON ASSUMPTIONS AND WILL BE SUBJECTTO BARS *- LARGER 2" DRAWN BY: D.A.N. DATE: 4.25.18 CHANGE FOR THE CONDITIONS AS THEY ACTUALLY EXIST IN THE FIELD. ARCHITECT SHALL C. FORMED CONCRETE NOT EXPOSED TO WEATHER: 3/4" CHECKED BY: D.A.N. SCALE: NOTED FDN Foundation U.V. Unit Ventillator NOT BE RESPONSIBLE FOR MATERIALS ORDERED PRIOR TO ARCHITECT'S REVIEW OF THE FURN. Furnish, Furnishings, Furniture U.O.N. Unless Otherwise Noted EXISTING CONDITIONS AFTER EXPOSURE BY THE CONTRACTOR. 9. CONTRACTOR SHALL INSTALL ALL ANCHORS, ANCHOR BOLTS, LEVELING PLATES, AND ALL FU RR. Furred, Furrin VEST. Vestibule INSERTS TO BE SET IN CONCRETE AS REQUIRED FOR THE WORK OF ALL TRADES. S p q SHEET: 9 THIS DOCUMENT,INCLUSIVE OF THE IDEAS '4C GA. Gauge VCT. Vinyl Composition Tile 10. ALUMINUM OBJECTS SHALL NOT BE EMBEDDED OR IN CONTACT WITH CONCRETE. AND DESIGNS INCORPORATED HEREIN,IS FURNISHED AS AN INSTRUMENT OF GALV. Galvanized W.P. Waterproofing rtc G1 . 0 1 1 . REINFORCED CONCRETE FLOOR SLABS SHALL BE PLACED ON A MINIMUM OF G" OF CONTRACTOR TO VERIFY ALL PROFESSIONAL SERVICE AND REMAINS THE � GYP. BD. GypsumBoard W.W.F. Welded Wire Fabric CRUSHED 3/g' STONE ON STRUCTURAL FILL PLACED IN 8" LAYERS AND COMPACTED TODIMENSIONS IN THE FIELD SOLE PROPERTY OF 360 DESIGN PLUS,LLC G.C. General Contractor W/ With 95% OF MODIFIED OPTIMUM DENSITY ON FIRM, INORGANIC, VIRGIN SOIL. NOT LESS THAN AND REPORT ANY DISCREPANCIES AND IS NOT TO BE USED IN ONE LAYER OF STRUCTURAL FILL SHALL BE USED. TO THE DESIGNER BEFORE OTHER PROJECTS WITHOUT THE EXPRESS -r H.C. Handicapped WD. Wood PROCEEDING WITH WORK. WRITTEN AUTHORIZATION OF THE ARCHITECT ��'`� 0 0 ELECTRICAL MOUNTING FINISHES MOISTURE I . ALL DIMENSIONS ARE TO THE CENTER OF THE DEVICE UNLESS OTHERWISE NOTED. SEE GYPSUM BOARD I . THE FOLLOWING SPECIFICATION SHALL GOVERN WITH MODIFICATIONS AS SPECIFIED ELECTRICAL DRAWINGS FOR TYPES AND LOCATIONS. I . PROVIDE AND INSTALL GYPSUM WALL BOARD IN ACCORDANCE WITH AMERICAN STANDARD HERIN: AMERICAN SOCIETY OF HEATING, REFRIGERATING AND AIR CONDITIONING SPECIFICATIONS FOR THE APPLICATION AND FINISHING OF GYPSUM WALLBOARD, AS ENGINEERS (ASHRAE) HANDBOOK OF FUNDAMENTALS. 2. RECEPTACLES: LOCATED IN BASE TRIM, TYP. (AT LOCATIONS ABOVE CASEWORK, MOUNT APPROVED BY THE AMERICAN STANDARDS ASSOCIATION, LATEST EDITION; APPLICABLE BOTTOM OF RECEPTACLE AT 2" ABOVE BACKSPLASH, AT LOCATIONS BELOW CASEWORK, PARTS STRINGENT REF R ENR SAKE CALLED FOR IN MADE A PART Of THIS SPECIFIICATION, N LOCAL CATION EXCEPT ERE MORE 2 INSTALL MANUAL'fLASHING AND SMACNA. SHEET METAL IN COMPLIANCE WITH "ARCHITECTURAL SHEET METAL DESIGN-r Pius MOUNT AT 24 A.F.F. BY THE MANUFACTURER OF THE GYPSUM WALLBOARD, WHOSE REQUIREMENTS SHALL BE 3. WIREMOLD: 24" A.F.F. (AT LOCATIONS ABOVE CASEWORK, MOUNT BOTTOM OF FOLLOWED. 3. PROVIDE AND INSTALL FLASHING AT ALL ROOF AND WALL CONDITIONS, PROJECTIONS OF WIREMOLD AT 2" ABOVE BACK5PLASH) WOOD BEAMS THROUGH EXTERIOR WALLS, EXTERIOR OPENINGS AND ELSEWHERE AS 2. PROVIDE AND INSTALL MOISTURE-RESISTANT GYPSUM WALLBOARD WHERE REQUIRED. REQUIRED TO PROVIDE WATEKTIGHT/WEATHERPROOF PERFORMANCE. David A. Noe, AIA 4. EXTERIOR RECEPTACL.E5:A 24" A.F.G. (20" A.F.F.) PROVIDE TYPE X GYPSUM BOARD AS CALLED FOR ON THE DRAWINGS. 4. SLOPES OF 4" IN 12" OR GREATER: ASPHALT SHINGLE ROOFS SHALL HAVE AN 4 Stonewood Dr. 5. SWITCHES: 48" A.F.F. 3. PROVIDE Vb"TYPE X GYPSUM BOARD AT ALL WALLS BETWEEN GARAGE AND HOUSE. UNDERLAYMENT OF NOT LESS THAN ONE PLY OF#15 FELT, APPLIED AS REQUIRED Old Lyme, CT. PROVIDE V,5"TYPE X GYPSUM BOARD AT GARAGE CEILING WHICH HAS LIVING SPACE SECTION R-802 AND TABLE NUM. R-803.4. dnoe@360designplus.Com G. BOILER EMERGENCY SWITCHES: GO" A.F.F. ABOVE. 5. THE NET FREE VENTILATION AREA SHALL NOT BE LESS THAN I TO 150 OF THE AREA OF (617)-549-5457 7. DATA/PHONE OUTLETS: LOCATED IN BASE TRIM, TYP. COOK. W/OWNER PAINT THE SPACE VENTILATED EXCEPT THAT THE AREA MAY BE I TO 300, PROVIDED AT LEAST I . APPLICATION OF PAINT OR OTHER COATING SHALL BE IN STRICT ACCORDANCE WITH 50 PERCENT OF THE REQUIRED VENTILATING AREA IS PROVIDED BY VENTILATORS 8. TV OUTLETS: LOCATED IN BASE TRIM, TYP. COOK. W/OWNER MANUFACTURER'S INSTRUCTIONS. READY-MIXED PAINT SHALL NOT BE THINNED, EXCEPT LOCATED IN THE UPPER PORTION OF THE SPACE TO BE VENTILATED AT LEAST 3 FEET CONSULTANTS: AS PERMITTED IN THE APPLICATION INSTRUCTIONS AND WITH PRIOR APPROVAL. ABOVE SAVE OR CORNICE VENTS WITH THE BALANCE OF THE REQUIRED VENTILATION 9. WALL PHONE: 48" A.F.F. TO CENTER OF EARPIECE PROVIDED BY SAVE OR CORNICE VENTS. THE NET FREE CROSS-VENTILATION AREA MAY FLOORING MATERIAL NOT BE LESS THAN I TO 300 OF THE AREA OF THE SPACE VENTILATED WHEN THE VAPOR 10. SECURITY KEYPAD: 48 A.F.F. I . INSTALL CERAMIC TILE OR NATURAL STONE TILE IN COMPLIANCE WITH PERTINENT BARRIER HAVING A TRANSMISSION RATE NOT EXCEEDING I PERM IS INSTALLED ON THE RECOMMENDATIONS CONTAINED IN THE TILE COUNCIL OF AMERICA "HANDBOOK FOR WARM SIDE OF THE CEILING. 1 1 . WALL MOUNTED CLOCKS AND SPEAKERS: +/- 7-0 A.F.F. COORD. WITH BLOCK COURSING CERAMIC TILE INSTALLATION" AND MANUFACTURER'S INSTRUCTIONS. AS OCCURS. CONSULT ARCHITECT IF CEILING HEIGHT CONFLICTS. G. PROVIDE AND INSTALL BUILDING THERMAL INSULATION IN ACCORDANCE WITH THE 2. PROVIDE MANUFACTURER APPROVED UNDERLAYMENT FOR ALL FLOORING TYPES CALLED FOLLOWING: OUT IN CONTRACT DOCUMENTS. A. EXTERIOR WALLS: R-19 MINIMUM B. CATHEDRAL CEILINGS: R-30 MINIMUM ELECTRICAL WALLS D. CEILINGS CEIL(NGSOVER UNCONDITIONED SPACE: R-19 MINIMUM E. FLOORS OVER OUTSIDE SPACE: R-30 MINIMUM I . ELECTRICAL CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TO COMMENCING I . FIRECODE GYPSUM BOARD IN A ONE OR TWO HOUR RATED PARTITION MUST BEAR THE F. WALL ADJ. TO UNFIN15H SPACE: R-I I MINIMUM WORK. U.L. CLASSIFICATION. 7. PROVIDE AND INSTALL BATT INSULATION AT WINDOW SHIM SPACES. 2. ELECTRICAL CONTRACTOR SHALL DESIGN, PURCHASE AND INSTALL ALL NEW COMPONENTS 2. FOR SMOKE RESISTANT SEPARATIONS, PROVIDE FIRE SAFING AND SEALANT AT FLOOR, AS REQUIRED TO PROPERLY SERVICE THE SPACE(S) AFFECTED BY THIS CONSTRUCTION ROOF DECK AND ALL PENETRATIONS TO PREVENT THE PASSAGE OF SMOKE. 8. FIT INSULATION TIGHT WITHIN SPACES AND TIGHT TO AND BEHIND MECHANICAL AND PROJECT. IF THE MODIFICATION OF EXISTING ELECTRICAL SYSTEMS IS NECESSARY, SUCH ELECTRICAL SERVICES WITHIN THE PLANE OF INSULATION. LEAVE NO GAPS OF SPACES MODIFICATIONS SHALL NOT ADVERSELY AFFECT THE OPERATION OF THESE SYSTEMS. 3. FOR ALL FIRE RATED PARTITIONS, PROVIDE FIRE SAFING AND SEALANT AT FLOOR, ROOF BEING SURE NOT TO COMPRESS GLASS INSULATION. DECK AND ALL PENETRATIONS TO PREVENT THE PASSAGE OF SMOKE. THE FIRE SAFING 3. COORDINATE ELECTRICAL WORK WITH THE WORK OF OTHER TRADES. DO NOT ALTERTHE AND SEALANT SYSTEM MUST MAINTAIN THE RATING OF THE SEPARATION. 9. FIT INSULATION TIGHT WITHIN SPACES AND TIGHT TO AND BEHIND MECHANICAL AND WORK OF PREVIOUS TRADES WITHOUT PRIOR APPROVAL. ELECTRICAL SERVICES WITHIN THE PLANE OF INSULATION. LEAVE NO GAPS OF SPACES 4. AT ALL NON-RATED PARTITIONS, FILL ALL VOIDS INCLUDING METAL DECK FLUTES WHERE BEING SURE NOT TO COMPRESS GLASS INSULATION. 4. PERFORM ALL NEW ELECTRICAL WORK IN ACCORDANCE WITH LOCAL CODES AND PARTITIONS MEET THE STRUCTURE ABOVE WITH BATT INSULATION. ACCEPTED STANDARDS OF PRACTICE. 10. INSTALL VENTING IN SLOPED CEILING AREAS TO PERMIT AIRFLOW ALONG THE COOL SIDE 5. AT ALL NON-RATED PARTITIONS, FILL ALL VOIDS BETWEEN PIPES, ELECTRICAL CONDUITS, OF THE INSULATION FROM THE SAVE TO RIDGE. 5. COORDINATE THE FINAL LOCATION OF ALL ELECTRICAL DEVICES AND THEIR INTENDED DUCTWORK, ETC. WHERE THEY PENETRATE WALLS, WITH BATT INSULATION. OPERATION WITH THE OWNER. 1 1 . INSTALL EITHER INTERIOR AND/OR EXTERIOR FOUNDATION INSULATION AS REQUIRED BY G. AT ALL NON-RATED PARTITIONS AND PARTITIONS WITH NO S.T.C. REQUIREMENTS, EXTEND LOCAL BUILDING CODES SHEATHING TO THE FINISHED CEILING CONSTRUCTION, TYPICAL. 12. PROVIDE AND INSTALL JOINT SEALERS TO COMPLY WITH MANUFACTURER'S PRINTED 7. SEE WALL SECTIONS FOR EXTERIOR WALL CONSTRUCTION. INSTRUCTIONS APPLICABLE TO PRODUCTS AND APPLICATIONS INDICATED AND TO THE FOLLOWING SPECIFICATIONS: ELASTOMERIC SEALANT: ASTM C-02G SOLVENT-RELEASE-CURING SEALANT: ASTM C-804 LATEX SEALANT: ASTM C-790 ACOUSTICAL SEALANT: ASTM C-919 n , 13. PROVIDE AND INSTALL GUTTERS AND DOWNSPOUTS AS PER SMACNA ARCHITECTURAL SHEET METAL MANUAL. C) FIRE DOORS WINDOWS 1 0 > z Q I . ONE SMOKE ALARM SHALL BE PROVIDED IN EACH SEPARATE SLEEPING AREAS. 1 . REFERENCE STANDARDS FOR METAL DOORS, WOOD DOORS, AND WINDOWS SHALL BE ASE ( ' ) c FOLLOWS: ��// LZCCS 2. ONE SMOKE ALARM SHALL BE PROVIDED OUTSIDE OF EACH SEPARATE SLEEPING AREA INT A. UNDERWRITER'S LABORATORIES, INC.: BUILDING MATERIALS DIRECTORY. � (n THE IMMEDIATE VICINITY OF THE BEDROOMS. B. NATIONAL FIRE PROTECTION ASSOCIATION: PAMPHLET NO. 80 STANDARD FOR FIRE DOORS AND WINDOW°. (1) co 3. A SMOKE ALARM SHALL BE LOCATED ON EACH ADDITIONAL STORY OF THE DWELLING, C. NATIONAL WOODWORK MANUFACTURER'S ASSOCIATION: I.S., 1078: WOOD FLUSH �- N INCLUDING BASEMENTS BUT NOT INCLUDING CRAWL SPACES AND UNINHABITABLE ATTICS. DOORS. ^ , w c- IN DWELLINGS OR DWELLING UNITS WITH SPLIT LEVELS AND WITHOUT AN INTERVENING D. AIR LEAKAGE: ASTM E283 W c_ DOOR BETWEEN THE ADJACENT LEVELS, A SMOKE ALARM INSTALLED ON THE UPPER LEVEL E. WATER RESISTANCE: ASTM E331 W LL SHALL SUFFICE FOR THE ADJACENT LOWER LEVEL PROVIDED THAT THE LOWER IS LESS Q �L/ THAN ONE FULL STORY BELOW THE UPPER LEVEL. 2. GLAZING IN ALL LOCATIONS WHICH MAY BE SUBJECT TO HUMAN IMPACT, AS LISTED IN co C.A.B.O. SECTION R-208.4, SUCH AS FRAMELESS GLASS DOORS, GLASS ENTRANCES 4. ALL SMOKE ALARMS SHALL BE INTER CONNECTED SUCH THAT ACTUATION OF ONE WILL AND EXIT DOORS, FIXED GLASS PANELS, SLIDING GLASS DOORS, SHOWER DOORS, TUB ACTUATE ALL SMOKE ALARMS SIMULTANEOUSLY. ENCLOSURES, AND STORM DOORS SHALL MEET THE DOOR REQUIREMENTS SET FORTH IN THE BUILDING CODE AND THE SAFETY STANDARD FOR GLAZING MATERIALS (I G CFR 1202). 5. ALL SPRINKLER PIPING IS TO BE LOCATED ABOVE FINISH CEILING UNLESS OTHERWISE ALL GLAZING WHICH IS LOCATED 18" ABOVE THE FINISH FLOOR AND 24" ADJACENT TO A NOTED. (UPPER LEVEL SPRINKLER PIPING TO EXTEND INTO THE ATTIC SPACE WHEN DOOR JAMB SHALL BE TEMPERED. INSULATED). 3. ALL MANUFACTURED WINDOWS AND SLIDING GLASS DOORS SHALL MEET THE AIR G. SPRINKLER HEADS SHALL BE LOCATED AS SHOWN ON THE PLUMBING DRAWINGS. INFILTRATION STANDARDS OF THE 1972 AMERICAN NATIONAL STANDARDS INSTITUTE IISSUED FOR: ASTM E283-73 WITH A PRESSURE DIFFERENTIAL OF 1 .57 POUNDS PER SQUARE FOOT 7. CO2 DETECTORS SHALL BE INSTALLED ACCORDING TO LOCAL CODES. AND SHALL BE CERTIFIED AND LABELED. 4. EXTERIOR ENTRANCE DOORS SHALL BE 13/4'THICK INSULATED METAL DOORS OR APPROVED EQUAL AND SHALL MEET THE FOLLOWING REQUIREMENTS: MECHANICAL AIR INFILTRATION: ASTM E283 WATER RESISTANCE: ASTM E331 I . MECHANICAL CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TO COMMENCING ACCOUSTICAL PERFORMANCE: ASTM E413-70T-5TC 28 (REVISION DATE: ALTERATIONS TO DRAWING: WORK. NOTIFY THE ARCHITECT OF ANY CONDITIONS WHICH MAY ADVERSELY AFFECT THE THERMAL TRANSMITION: R-1 5.49 (CALCULATED) PROPER INSTALLATION OF THE NEW SYSTEMS. DOORS SHALL BE PROVIDED WITH FACTORY BACKED-ON PRIME PAINT FINISH. SIDELIGHTS SHALL BE TEMPERED GLAZING AND SIZED AS INDICATED ON DRAWING. 2. MECHANICAL CONTRACTOR SHALL DESIGN, PURCHASE AND INSTALL ALL NEW MANUFACTURER AS SELECTED BY OWNER. COMPONENTS AS REQUIRED TO PROPERLY CONDITION THE SPACE(S) AFFECTED BY THIS CONSTRUCTION PROJECT. IF THE MODIFICATION OF EXISTING SYSTEMS IS NECESSARY, 5. NATURAL LIGHT AND VENTILATION MINIMUM REQUIREMENTS: SUCH MODIFICATIONS SHALL NOT ADVERSELY AFFECT THE OPERATION OF THESE BASEMENT LIGHTNENT AREA = 2%/ I% FLOOR AREA SYSTEMS OR COMPONENTS. LIGHT AREA PER ROOM = 8% FLOOR AREA VENTILATION AREA PER ROOM = 4% FLOOR AREA 3. COORDINATE MECHANICAL WORK WITH THE WORK OF OTHER TRADES. DO NOT ALTER THE WORK OF PREVIOUS TRADES WITHOUT PRIOR APPROVAL. G. WINDOWS AS 2ND EGRESS (SLEEPING AREAS) SHALL BE MINIMUM 5.7 SQ. FT. OPENABLE AREA WITH 24" LEAST DIMENSION. MAXIMUM SILL HEIGHT SHALL BE 44" A.F.F. F_ 4. PERFORM ALL NEW MECHANICAL WORK IN ACCORDANCE WITH LOCAL CODES AND ACCEPTED STANDARDS OF PRACTICE. 7. HANDICAPPED ACCESSIBLE DOOR HARDWARE SHALL COMPLY WITH CARO/ANSI A 1 17. 1 2003 AND UFA5/SECi ICJ 504 REGULATIONS. IPHASE: MASONRY 8. ALL DOOR LEVERS ON DOORS LEADING TO HAZARDOUS SPACES SHALL BE KNURLE 9. ALL DOORS EXITING 100 OR MORE PERSONS SHALL HAVE PANIC EXIT DEVICES I . ALL MASONRY SHALL CONFORM TO AND BE ERECTED IN ACCORDANCE WITH ACI 530 BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND ACI 530. 1 10. ALL RATED DOORS AND DOORS FRONTING CORRIDORS SHALL HAVE POSITIVE LATCHING SPECIFICATION FOR MASONRY STRUCTURES. LOCKSEfS OR LATCHSETS AND CLOSERS. DRAWING NAME: 2. ALL MASONRY WALLS ARE TO BE CONSTRUCTED OF CONCRETE MASONRY WITH GENERAL NOTES COMPRESSIVE STRENGTH FM = 1 500 P.S.I. THE CONTRACTOR IS RESPONSIBLE FOR ASSURING MASONRY STRENGTH AS SPECIFIED. 3. TYPE "M" OR"S" MORTAR SHALL BE USED IN ALL MASONRY. 4. CONTINUOUS HORIZONTAL JOINT REINFORCING SHALL BE INSTALLED IN ALTERNATE ,JOB#: #1807-DESEMONE RESIDENCE COURSES OF ALL MASONRY. EXTERIOR MASONRY VENEER SHALL BE TIED TO INTERIOR (FILE NAME: MASONRY BLOCKWORK IN ACCORDANCE WITH DRAWING NOTATIONS. DRAWN BY: D.A.N. DATE: 4.25.18 5. REINFORCING STEEL FOR MASONRY SHALL BE GRADE GO. ALL LAP SPLICES SHALL BEA CKED BY: D.A.N. SCALE: NOTED MINIMUM OF 48 BAR DIAMETERS (I.E. #4 BAR = 24"). TA . ED q SHEET: THIS DOCUMENT,INCLUSIVE OF THE IDEAS \ R AND DESIGNS INCORPORATED HEREIN,IS !vG P I D j Ctii FURNISHED AS AN INSTRUMENT OF CONTRACTOR TO VERIFY ALL PROFESSIONAL SERVICE AND REMAINS THE �Y DIMENSIONS IN THE FIELD SOLE PROPERTY OF 360 DESIGN PLUS,LLC ety G1 . 1 AND REPORT ANY DISCREPANCIES AND IS NOT TO BE USED IN � TO THE DESIGNER BEFORE OTHER PROJECTS WITHOUT THE EXPRESS PROCEEDING WITH WORK. WRITTEN AUTHORIZATION OF THE ARCHITECT 1A "0399 E 79'-0" 10 A 1 (;> JA3.1 12'D x 24"W CONCRETE FOOTING 3 A2.2 REINF W/(3)#5 BARS CONT. EACH a H D a DESIGN GENERAL STRUCTURAL NOTES (IRC 2015 R3011 HD - HD P WAY - 00 P HD plus DESIGN LIVE LOADS - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - T - - - - - - � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Tj OP lul ROOF 20 P.S.F. + DRIFT I � I . I David A. Noe, AIA - - - - - - - - - - - - - - - - - - - - - - - - - - -� Izm 4 Stonewood Dr. FIRST FLOOR 40 P.S.F. r _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ( - - - - ATTIC FLOOR 30 P.S.F. r 1 2x6 PLATE OVE I2x6 P.T. SILL PLATE, I " I I I I I I o N W/2"0 x L ALV.A307 A BOLTS I I I Cl) Old L me WIND VELOCITY 130 ULTIMATE WIND SPEED, EXPOSURE D I _ _ i I THICKEN SLAB I U) y , CT• (FASTENING BOTH P TES) @ 48"O.C. 12" (MAP 301.2.1.4 - 2015 IRC) I I I I- -1 I I TO 10"OVER I I MAX FROM COR RS,2 MIN. PER PLATE. I I 7'-1 3/4" I I 14'-2 1�2" I ( 7'-1 3/4" I I WALLS,TYP. i I dnoe@360designplus.com j I I I I I I I I I (617)-549-5457 USE 3x3x4 GLV.WASHERS TYP. I I GENERAL 4x6 PSL ABOVE I L 46 PSL ABOVE i i I I 1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE I I �30x30x12 CONC 30x30x12 CONC I CONSULTANTS: STATE OF NEW YORK: BUILDING CODE. I 81 i g^I FOOTING W/(3) #5 FOOTING W/(3) #5 I i I 81 I 2. DIMENSIONS AND DETAILS SHALL BE CHECKED AGAINST ARCHITECTURAL 8" 8" 8 8" BARS EACH WAY BARS EACH WAY I I 8 8" 1. DRAWINGS. 3. THE CONTRACTOR SHALL VERIFY AND COORDINATE THE SIZE AND LOCATION OF I s"CONCRETE SLAB ON ( I FOUNDATION ;� I I 6'CONCRETE SLAB ON I I = I GRADE @ 1ST FLOOR ALL OPENINGS, SLEEVES AND ANCHOR BOLTS AS REQUIRED BY ALL TRADES. I GRADE @ 1ST FLOOR I 001 OPENINGS NOT SPECIFICALLY SHOWN SHALL BE APPROVED BY THE ARCHITECT. i I _ I CJ_ ( I - - I CJ _ M - _ ( I - - - CJ 4. FOUNDATION WALLS SHALL BE TEMPORARILY BRACED UNTIL FRAMED SLABS AND N I I 6"CONCRET1:SLAB GRADE @ 1 FLOOR " I I I N A2.2 SLABS ON GRADE BRACING THESE WALLS LATERALLY AGAINST EARTH PRESSURE, 2 ( I 14 I I 28 6 M I 33'-8" WIND AND OTHER LATERAL FORCES ARE IN PLACE. ?I I I 18"BLOCK CONCRETE II 5. EXPLANATION OF SECTION DIAGRAM USED: FK05T WALL(FILLED)I I I ( REINF W/(1)#5 CONT. I I I I I SECTION MARK I I HORIZONTAL TOP LAP 24" MIN. I d $ STRUCTURAL SHEET WHERE I g g" (1)#5 BAR @ 48"O.C. LAP CONTINUOUS "CDX PLYWOOD I I SECTION DRAWN I I I I VERTICAL TIED INTO " SHEATHING W/BOTH SILL PLATES, FOOTING CORNER B °O AR5. I o L - - - - - - - _ - _ _ _ - - - - J NAILING TO EACH PLATE @6"O.C., FOUNDATIONS I I I I - - - - - - - --- ( I LAPPING CONTINOUS PLYWOOD 16"WITH I 1. ALL FOOTINGS SHALL BEAR ON UNCISTUREBED NATURAL MATERIAL HAVING I ( THICKEN SLAB I I ALL STUDS AND NAILING TO EACH STUD AN ALLOWABLE BEARING VALUE OF 2.0 TONS PER SQUARE FOOT TOTAL I TO 10"OVER I I W/(6) 81D NAILS TYP. LOAD PRESSURE OR ON 8" MINIMUM CF 1/2" DIAMETER COMPACTED CRUSHED STONE i I WALLS,TYP. I I F - - - - -- - - - - - - - - -t -- - - - a- - - - 00 - - - I I z x rn OVER SOLID LEDGE BROUGHT TO WITHIN 15 DEGREES OF HORIZONTAL. I I ( I I I WCD 2. ELEVATIONS OF BOTTOM OF FOOTIN; _ _ _ _ _ _ _ J L _ _ _ _ _ _ J I I L - - - _ - - - - - - - - - - - - - - - _ _ _ _ _ _ _ _ _ _ _ _ I 2U) � - - - - - - - SHALL BE LOWERED IF NECESSARY TC THE REQUIRED BEARING I J MATERIAL AS FOUND UPON EXCAVATION. IF THE REQUIRED BEARING MATERIAL IS I o 6x6 PSL ABOVE 6x6 PSLABO E NOT ENCOUNTERED AT ELEVATIONS SHOWN, NOTIFY ARCHITECT IMMEDIATELY. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - REINFORCED CONCRETE HD P HD PP HD � " 22'_91,2" 21'-21,2" a - - - _ - - - H D a 1. ALL CONCRETE WORK SHALL CONFORM TO THE AMERICAN CONCRETE INSTITUTES 35-0 SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS" (ACI 301-95) 2. ALL CONCRETE IS DESIGNED BY ULTIMATE STRENGTH METHODS AND SHALL BE 79'-0" NORMAL WEIGHT AIR ENTRAINED WITH A 28 DAY COMPRESSIVE STRENGTH OF 3500 P.S.I. LEGEND: 3. ALL REINFORCING SHALL BE HIGH STRENGTH DEFORMED BARS ASTM A 615- ?',c,is: ; INDICATES SIMPSON HDU5 HOEDOWN AT BASE GRADE 60. OF(3)2x STUD. NAIL PLYWOOD WALL P INDICATES 2"CDX PLYWOOD SHEATHING 4. MINIMUM CONCRETE PROTECTION FOR REINFORCEMENT WHEN NOT OTHERWISE NEW CMU FOUNDATION WALL NAILED TO NEAR FACE OF STUD WALL. FULLY A2.1 SHEATHING TO EACH STUD @ 6"O.C.ANCHOR ^ ` INDICATED SHALL BE: �� BLOCK AND NAIL ALL FREE PLYWOOD PANEL CONCRETE POURED AGAINST EARTH 3" � /� = NOTE: TO CONCRETE W/e"0 GALV FULLY THREADED EDGES n CONCRETE POURED IN FORMS BUT EXPOSED TO 1-1/2" FOUNDATION P1.1'1N = = ALL DIMENSIONS TAKEN FROM FACE A307 ROD, DRILLED, EMBEDDED 12"DEEP, W EARTH OR WEATHER. - = OF STUD UNLESS NOTED OTHERWISE EPDXY GROUTED INTO CLEAN CONCRETE. 5. PROVIDE 2 - #4 (1 EACH FACE) WITH 2'-0" PROJECTION AROUND ALL 1 Scale 1/4 = V-0" _ - � OPENINGS IN CONCRETE. O 6. WALLS SHALL HAVE NO JOINTS IN A HORIZONTAL PLANE. > z 7. WIRE MESH REINFORCEMENT MUST LAP ONE FULL MESH AT SIDE AND END Q LAPS, AND SHALL BE WIRED TOGETHER. PROVIDE ADEQUATE SUPPORTS FOR MESHEn , C TO INSURE ITS LOCATION AS SHOWN ON DRAWINGS. wcz WOOD 40 DIA. Cn 1. ALL FRAMING LUMBER SHALL BE DRY (19% MAXIMUM MOISTURE CONTENT) 16 DIA. 16 DIA. WOOD POST LEGEND DOUG-FIR No. 2 WITH THE FOLLOWING ALLOWABLE UNIT BASE 16 DIA. N STRESSES: ❑ A POST ABOVE n , U) w � BENDING, SINGLE USE 850 PSI ° ° W TENSION PARALLEL TO GRAIN 575 PSI ❑ B POST BELOW ° e ° /� 1 � ❑ AB ° ° Q W r COMPRESSION PARALLEL TO GRAIN 1300 PSI POST ABOVE & BELOW a° a ° ° a a HORIZONTAL SHEAR 95 PSI FRAMING CONNECTION SCHEDULE COMPRESSION PERPENDICULAR TO GRAIN 625 PSI CONNECTION SIMPSON HANGER ° d 0 2. PROVIDE FULL DEPTH 2x CROSS-BRIDGING FOR ALL WOOD JOISTS AT 8'-0"oc. SERIES HOOK ALL HORIZ. HOOK Cn MAXIMUM SPACING AND 2x SOLID BLOCKING BETWEEN JOISTS AT ALL SUPPORTS RAFTER AT RIDGE / HIP CS STRAP �' REINFORCING AS IF BARS ° AND PARTITIONS. SHOWN OR PROVIDE ° 3. WHERE FRAMING CLIPS OR JOISTS HANGERS ARE USED, NAILING SHALL BE AS RAFTER BASE TO WALL STUD H2A SERIES CLIP HOOKED SPLICE PER MANUFACTURER'S RECOMMENDATIONS. RAFTER BASE TO RIM BOARD H8 SERIES CLIP BARS, TYP. 4. PLYWOOD NAILED TO FRAMING SHALL BE SPACED 4"oc AT EDGES, 8"oc WALL INTERSECTIONS WALL CORNERS AT INTERMEDIATE SUPPORTS UNLESS SHOWN OTHERWISE. UPPER TO LOWER WALL STUD CS STRAP @ 48"oc ISSUED FOR: 5. ALL OPENINGS SHALL BE FRAMED WITH DOUBLE MEMBERS UNLESS OTHERWISE LOWER WALL STUD TO RIM JOIST CS STRAP @ 48"oc NOTED ON PLANS. RIM JOIST TO SILL PLATE LTP4 @ 48"oc 6. ALL LAMINATED VENEER LUMBER AND COMPOSITE LUMBER SHALL BE TRUSS JOIST ° MICROLAM OR PARALLAM MEMBERS AS PRODUCED BY THE TRUSS JOIST MACMILLAN LOWER WALL STUD TO SILL PLATE TSP @ 48"oc a ° ° WITH THE FOLLOWING DESIGN PROPERTIES: 2x RAFTER TO ROOF BEAM LS SERIES HORIZ. REINF.CONT. THRU JT ° BENDING 2600 0PSSI 2x RAFTER TO ROOF HIP LS SERIES o 'U' BARS TO MATCH REVISION DATE: ALTERATIONS TO DRAWING: HORIZONTAL SHEAR 119 00,000 PSI o HORIZ. REINF. MODULES OF ELASTICITY2x RAFTER TO ROOF VALLEY LS SERIES d 7. CONTRACTOR TO SUBMIT EXACT CONNECTION MANUFACTURER'S DATA SHEETS. 2x ROOF BEAM HU SERIES ° ° 2 - #6 VERT T�3 T93 T/3 g 8.16.18 REVISED_PLANS 2x JOIST (FLUSH) U SERIES 16 11d STRUCTURAL STEEL 2x FLOOR BEAM (FLUSH) HUS SERIES 1. ALL STRUCTURAL STEEL IS DESIGNED BY ALLOWABLE STRESS DESIGN (ASD) TJI JOIST (FLUSH) IUT SERIES ENDS OF WALLS CONSTRUCTION JOINT AND SHALL CONFORM TO ASTM A992 FOR SHAPES, A36 FOR PLATES. LVL ROOF BEAM WP SERIES 2. STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED AND ERECTED IN LVL VALLEMSC SERIES TYPICAL WALL DETAILS P Y � ACCORDANCE WITH THE LATEST PROVISIONS OF AISC MANUAL OF STEEL /RIDGE CONSTRUCTION. LVL FLOOR BEAM HGUS SERIES 3. GRAVITY CONNECTIONS: CONNECTIONS NOT OTHERWISE DETAILED SHALL BE EXTERIOR POST BASE ABU BASE w/BOLT 36 DIA. DOUBLE ANGLE FRAMED CONNECTIONS WITH TWO BOLTS MINIMUM. ALL CONNECTIONS SHALL BE DESIGNED TO RESIST 50% OF THE MAXIMUM EXTERIOR POST CAP CC SERIES PHASE: UNIFORM LOAD CAPACITY UNLESS OTHERWISE NOTED ON THE DRAWINGS. SHEAR WALL POST BASE HD HDU5 w/ BOLT CONT. BOTTOM WALL 4. ALL HIGH STRENGTH BOLTS SHALL CONFORM TO THE CURRENT SPECIFICATIONS REINFORCING, TYP. ° CONSTRUCTION FOR STRUCUTURAL ,JOINTS USING ASTM A325 BOLTS AS ENDORSED BY AISC. ISOLATED PSL POST CC SERIES °° o ALL CONNECTIONS SHALL BE MADE WITH HIGH STRENGTH BOLTS ISOLATED 2x POST BC CAP / BASE AND SHALL BE FULLY TENSIONED. LALLY COLUMN LCC CAP D RAW I N G S 5. ALL WELDING SHALL CONFORM TO THE REQUIREMENTS OF THE AMERICAN WELDING ° SOCIETY (AWS) STRUCTURAL WELDING CODE - STEEL D1.1, LATEST EDITION. °d o ° °. DRAWING NAME: 6. PROVIDE ALL PLATES, CLIP ANGLES, CLOSURE PIECES, STRAP ANCHORS, NOTES: I a MISCELLANEOUS PIECES, AND HOLES REQUIRED TO COMPLETE THE STRUCTURE. 1. ALL CONNECTORS, BOLTS AND NAILS IN CONTACT WITH APPROVED ° d ° ° FOUNDATION PLAN PRESSURE TREATED LUMBER TO BE HOT DIPPED GALVANIZED G185 HDG - ASTM 653 . 2. ALL HANGERS TO BE FULL DEPTH, WIDTH AND FULLY NAILED (UNO). 36 DIA.° a Q 1 3. CONTRACTOR TO COORDINATE ALL SKEW/SLOPE REQUIREMENTS. d BOTTOM OF 4. SIMPSON HANGER OR APPROVED EQUIVALENT. 2 FTG EL JOB#: #1807-DESEMONE RESIDENCE 5. CONNECTORS SHALL BE INSTALLED CONCURRENT WITH FRAMING. CONT. WALL FOOTING 6. SIMPSON 20 GA CS COIL STRAPS SHALL BE LAPPED 9" MINIMUM FILE NAME: #1807-A1.0-PLANS WITH WALL STUDS, RAFTERS. SCREW STRAPS TO RIM JOISTS AT COC. NAIL CS STRAPS OVER TYPICAL STEPPED FOOTING DRAWN BY: D.A.N. DATE: 4.25.18 PLYWOOD w/ 6-10d NAILS TO EACH STUD. 7. ALL TJI JOISTS AND RAFTERS TO BE FULLY BLOCKED IN HANGERS. VHEEDAN. SCALE: 1/4"=1'-0" h. SHEET: THIS DOCUMENT,INCLUSIVE OF THE IDEAS 1C)A��O fin AND DESIGNS INCORPORATED HEREIN,IS - � FURNISHED AS AN INSTRUMENT OF CONTRACTOR TO VERIFY ALL PROFESSIONAL SERVICE AND REMAINS THE 'F Al ■ O DIMENSIONS IN THE FIELD SOLE PROPERTY OF 360 DESIGN PLUS,LLC '- :«!;, AND REPORT ANY DISCREPANCIES AND IS NOT TO BE USED IN TO THE DESIGNER BEFORE OTHER PROJECTS WITHOUT THE EXPRESS 0403 ��: , PROCEEDING WITH WORK. WRITTEN AUTHORIZATION OF THE ARCHITECT dF WE - 1 1 1 A2.2 A3.1 A3.2 79'-0" DESIGN plus 7'-9" 11'-2" 10'-10" 10'-8" 15'-7" 23'-0" CENTER N ROOM CENTER ON SAUNA DOOR CENTER ON ROOM CENTER ON BATH DOOR A 1 F F D B David A. Noe, AIA 4 Stonewood Dr. 14'-7" 0 3 1/2" 3'- '-7" 13 11 3 1/2" 3'-IL'" "_g• 3 1 2" 4'-1" 2'-4 1/2Lyme, " — 27'-7 1/2" CAST IRON Old CSI'. _ o 3 1/2" HALL _ dnoe@3 60designplus.com I W o 0 CENTER OWNER BUILT-IN BY OWNER 1 3 CATHED AL CEILINGLDOORS ON (617)-549-5457 w - - - - - - - - - - - - - - - I N U (3)18"x 1 3/4"LVL ABO ,SEE SECTION(UPS 105A VM r — — �, ISLAM 10'_1O* \ F46�1 102A ________ ___ CONSULTANTS: L 4x6 PSL LINE OF CEILIN BREAK ABOVE 4 6 PSL 1 I BATH 4x6 PSL I I I1051 KITCHEN pDE IGNER,SELSCOORDINATE I o FD PLANSSAUNA OVEN ST DIO REQUIREMENTSFURNITURE BYBUILT-IN BY w W/MANUF. 104 OWNEROWNER cn UNA 8'-0"C (LING a I a'-s" WALL I I ( 3'-6" I0O3 1/2 = FIRST FLOOR ELEV. 1BATHROOM DETAILS , " () , " I NII +/-V.I.F. I z — — — — — — BY DESIGNER,SEE 13 11 z 7-2 ;', I I - I = ELEV. SEE SITE PLAN I M _ I PLANS M I m I l m I I I N 1 c o O 2 2 N BEDROOM 1C14 I I CONCREDTE - - - - - J I Z KITCHEN i I N GREATROOM 1 W N A2.2 W I FLO R BATHROOM D TAILS-,/, AILS LAUNDRY = I 107 I I 108 I w 4'-8"HIGH • n m 4'-8"HIGH BY DESIGNER,SEE 106 Q I I m — I U 2 6 1/2 2 1 1/2 PLANS CATHEDRAL CEILING WALL 1 I WALL COUNTERTOP I I I CATHEDRAL CEILING 1 SEE SECTION I W/CABINET I ® I I SEE SECTION 1 I 0F I IrOOR. W/ WINDOW ORDER BELOW I I I 1 N r, i I 1 ® 0 1 I '-0" I I FINISHED CONCREFINISHETE I go BATH I W D = ( DW I I CONCRETE FLOOR I C01 I E 'i I - I FLOOR ` oo L- - - - - - - - - - - - - --I 100A N I S-9 1/2" '-2 I b � 1"I \ i i 3 1/2" MATCH HEADER @ D �j 1 �j D BUILT-IN BY OWNER BARN DOOR ON 04 d �r N ' OPPOSITE SIDE I I f- CV N A 6x6 PSL (3)20" 13/4"LVL ABOVE,SEE SECTION 6x6 PSL B 71_9" CENTER N ROOM 15'-0 1/2' 21'-2 1/2' 12'-0" 23'-0" 1 22'-9 1/2" 1 35'-0" 79'-0" LEGEND: 1 I`r'rjr•-1 FRAME WINDOW AND ',isTl7 DOOR HEADERS TO ALIGN. (D n , 1 ® NEW STUD WALL COORDINATE BOT. OF W NOTE: HEADER @ 6'-I I", TYP. ALL DIMENSIONS TAKEN FROM FACE OF STUD UNLESS NOTED OTHERWISE z &FEIFRST FLOOR PLAN O >6 _ Q Scale 1/4 = 1'-0" E cz 1 WOOD HEADER SCHEDULE a � � � 1 1 A2.2 C•/ :3 ROUGH OPENING HEADER JACK STUDS KING STUDS A3.1 A3.2 .� WIDTH SIZE EACH SIDE EACH SIDE LU U) co LL LINE OF WALL BELOWUP TO 3'-7" (2)-2x6 2 1 Cy) T_ � a 3'-8"TO 4'-6" (2)-2x8 2 2 co I N - - - - - - - - - - - - - - - - - - - - - PRE=ABR CATE D 4'-7"TO 5'-6" (2)-2x10 OR (3)-2x8 2 2 I- - - - - I— - - - - - - - - - - - - - - - - - -C NS L - - = PER MANI JF. I 5'-7"TO 6'-5" (2)-2x12 OR (3)-2x10 2 2 IC=+ . I ATE RE UIRE ENT AN 1 -I W ER L) RE MM NDA ION I 1 NOTES: ISSUED FOR: I " 11 6 1. ABOVE SCHEDULE IS ONLY TO BE USED WHEN DOOR/WINDOW -ABRi kL 1 2"SSR ETA ROC F I I KE HEADER SIZES ARE NOT SPECIFIED ON THE PLANS.SEE RA I I N E: -).LL F SHI G TO BE 30 B FELT P PER I 1 STRUCTURAL DRAWINGS FOR SPECIAL CONDITIONS. 12:12 PI CH 12 12 PI CH C MP TIBL , SEE MAN F. IN IELD LOCATION I I R QUI MEN AT A D 1 2. USE PLYWOOD/SHIMS BETWEEN HEADER PLYS TO MATCH 1 3'-0 1 I 12:12 PI CH I TY R CO MEN ATIO S I 3'- " I HEADER TO WALL WIDTH;WHERE REQUIRED. REVISION DATE: ALTERATIONS TO DRAWING: LINE OF GABLE— ICE4 ICE 8.16.18 REVISED PLANS 1 — — — — -- — — — — — — — — — — — — — — — — — — — j— — — — — — — — WAT R 1 3. CONSULT STRUCTURAL ENGINEER FOR OPENING SIZES GREATER - WALL BELOW I ATE — =I ATEF `o �ICE 1 2 THAN 6'-5" I TE RI GE 2 - CE+ RI GE ICE+ A�.2 - - - - - I WATER I WATER- _ _ _ _ - - — — — — —I — - - — — — - - — — - - — — — — — — — - - — — — I 3'-0 S-0" 1212 PI CH LINE OF GABLE ICE4 NATER 1 12 12 PI CH — — — _ _ _ — _ _ 1212 P11 CH - ABR L 1 "SSR METAL ROC F 1 WATER I WALL BELOW — — — — — — — — — —1 N TE: -A LL FL 4SHIPG TO BE 1 1 1 30 LB FELT PAPER C DMPPTIBLE, SEE MAN F. 1 1 IN IELD LOC TION R QUI EME ITS A D I I PHASE: I I I 1 R CO MEN ATIO S I -9 ' 6" C O N STR U CTI O N - - - - - _ - - - - - - - - - - - - - - - - - - - - - - - - - - _j DRAWINGS I I I I E+ I 1 MI ATE I \NATER I 1 I 1 DRAWING NAME: I L- - - L(OLL J �— - - — — - - — — — — — - - — — — - - — — - - _j LEGEND:0 FLOOR PLANS N ® NEW STUD WALL LINE Of WALL BELOW NOTE: ALL DIMENSIONS TAKEN FROM FACE JOB#: #1807-DESEMONE RESIDENCE OF STUD UNLESS NOTED OTHERWISE FILE NAME: #1807-A1.0-PLANS DRAWN BY: D.A.N. DATE: 4.25.18 1 NOTE: PROVIDE SNOW RETENTION CHECKED BY: D.A.N. SCALE: 1/4"=1'-0" 1 CLIPS AS DIRECTED BYT ;� RED qR SHEET: MANUFACTURER THIS DOCUMENT,INCLUSIVE OF THE IDEAS C AND DESIGNS INCORPORATED HEREIN,IS O I',D q�0�� FURNISHED AS AN INSTRUMENT OF ! aR OO F PLAN CONTRACTOR TO VERIFY ALL PROFESSIONAL SERVICE AND REMAINS THE t� Al . 1 DIMENSIONS IN THE FIELD SOLE PROPERTY OF 360 DESIGN PLUS,LLC R Scale 1/4 = 1'-�" AND REPORT ANY DISCREPANCIES AND IS NOT TO BE USED IN N - �J! TO THE DESIGNER BEFORE OTHER PROJECTS WITHOUT THE EXPRESS �A PROCEEDING WITH WORK. WRITTEN AUTHORIZATION OF THE ARCHITECT9�F40399 ' Oo Olt Ktr-\w W I N D O W S C H E D U L E (REFER TO FLOOR PLANS FOR WINDOW MARKS) MARK MODEL NO. TYPE LITE PATTERN UNIT SIZE - W x H ROUGH OPENING - W x H COMMENTS 369, A FWGD6011 GLIDING SEE ELEVATION 5-11 1/4" x 6'-10 3/8" 6'-0" x 6'-11" PROVIDE SCREENS COOR. HANDING DESIGNplus B FWGD33611-FWGD6011 GLIDING SEE ELEVATION 9'-2 3/8" x 6'-10 3/8" 9'-3 1/8" x 6'-11" PROVIDE SCREENS / STORM RATED C FWGD110611-4 GLIDING SEE ELEVATION 11'-9" x 6'-10 3/8" 11'-10" x 6'-11" PROVIDE SCREENS / STORM RATED D FWHID29611 i SWING SEE ELEVATION 2'-8 1/8" x 6'-10 3/8" 2'-9" x 6'-11" David A. Noe, AIA E SEE WINDOW ORDER FOR DETAILS 4 Stonewood Dr. F FWHID31611 SWING SEE ELEVATION 3'-0 1/8" x 6'-10 3/8" 3'-1" x 6'-11" ANDERSON REPRESENTATIVE Old Lyme, CT. JESSE #1-860-443-5341 dnoe@360designplus.eom (617)-549-5457 WINDOW NOTES: NOTE: CONTRACTOR TO VERIFY ROUGH OPENINGS CONSULTANTS: AND HANDING WITH WINDOW SUPPLIER PRIOR TO FRAMING. 1. ALL MODEL NUMBERS REFER TO ANDERSON"A"SERIES WINDOWS; GLAZING: LoE2, INCLUDE WINDOW ELEVATIONS SCREENS.SEE SCHEDULE FOR WINDOWS TO BE STORM RATED FOR IMPACT ZONES. 2. EXTERIOR CLAD COLOR TO BE:TERRATONE Ilk 5'-11 1/4" 9'-2 3/8" 11'_g" 3. INTERIOR FINISH:TO BE CLEAR PINE 4. HARDWARE FINISH TO BE: TRIM SET:ANVERS-OIL RUBBED BRONZE AUXILIARY LOCK FINISH: OIL RUBBED BRONZE 5. REFER TO EXTERIOR ELEVATION DRAWING FOR OPERATION DIRECTION. 6. REFER TO EXTERIOR PLAN FOR WINDOWS WITH TEMPERED GLASS. 7. ARCHITECT AND OWNER TO REVIEW SHOP DRAWINGS FOR APPROVAL BEFORE ORDERING. 00 00 00 8. CASEMENT/AWNING TO LOOK LIKE DOUBLE HUNG WINDOWS TO HAVE SIMULATED o 4- 0 1- 0 4- DOUBLE HUNG CHECK RAIL AND BOTTOM RAIL TO MATCH DOUBLE HUNG.SEE ELEVATIONS WHERE i APPLICABLE Q TOP OF RIDGE 9. REFER TO EXTERIOR ELEVATION FOR EGRESS WINDOWS. Np ELEV. 21'-41/4" 10.CONTRACTOR TO VERIFY ALL ROUGH OPENINGS 11. SILLS LOWER THAN 24 ABOVE FINISH FLOOR WITH 61-011+ TO EXTERIOR GRADE TO HAVE OPENING LIMITER PER CODE. 12. SILLS BELOW 18"TO BE TEMPERED FWGH 60611 FWGD 33611-FWGD 60611 FWGD110611-4 13. PROVIDE EXTENSION JAMBS AS REQUIRED,V.I.F. PRIOR TO ORDERING. O OB O 14.ALL WINDOWS TO BE SHIMMED PER MANUFACTURERS REQUIREMENTS AND RECOMMENDATIONS. „ 15.ALL WINDOWS TO HAVE TRUSCENE SCREENS. ANDERSON A SERIES ANDERSON A SERIES ANDERSON A SERIES 16.ALL WINDOWS AND DOORS TO HAVE 3 2"FLAT PRE-CUT TRIM KIT(COLOR:TERRATONE) VERIFY HANDING VERIFY HANDING VERIFY HANDING - BASED ON PLAN BASED ON PLAN BASED ON PLAN STORM RATED " STORM RATED 4 2-8 1/8 COOR. NEW METAL ROOF WINDBORNE DEBRIS REGION. AREAS WITHIN HURRICANE-PRONE R301.2.1.2 PROTECTION OF OPENINGS REGIONS LOCATED IN ACCORDANCE WITH ONE OF THE FOLLOWING: /\ WOOD TRIM, TYP. _� ,,� o EXTERIOR GLAZING IN BUILDINGS LOCATED IN WINDBORNE DEBRIS SEE DETAILS TOP OF WALL(9 TRUSS `" 0 3 WITHIN 1 MILE (1.61 KM) OF THE COASTAL MEAN HIGH WATER LINE REGIONS SHALL BE PROTECTED FROM WINDBORNE DEBRIS. GLAZED i WOOD SIDING ELEV. 9-0 WHERE THE ULTIMATE DESIGN WIND SPEED,VULT, IS 130 MPH (58 M/S) OPENING PROTECTION FOR WINDBORNE DEBRIS SHALL MEET THE `� �/ o 4"TO THE WEATHERWHERE GREATER. REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTM E1996 AND ASTM E1886 AS MODIFIED IN SECTION 301.2.1.2.1. GARAGE DOOR GLAZED W 2'-4" IN AREAS WHERE THE ULTIMATE DESIGN WIND SPEED, VULT, IS 140 MPH OPENING PROTECTION FOR WINDBORNE DEBRIS SHALL MEET THE TYPICAL " (63.6 M/S) OR GREATER; OR HAWAII. REQUIREMENTS OF AN APPROVED IMPACT-RESISTING STANDARD OR FWHID29611 COOR. W/ ORDER OVERHANG ANSI/DASMA 115. 9 O O > z EXCEPTION: WOOD STRUCTURAL PANELS WITH A THICKNESS OF NOT ANDERSON "A" SERIES ANDERSON "A" SERIES Q NOTE: LESS THAN 7/16 INCH (11 MM) AND A SPAN OF NOT MORE THAN 8 FEET VERILY HANDING VERIFY HANDING W BASED ON PLAN BASED ON PLAN VJ .L cTS (2438 MM) SHALL BE PERMITTED FOR OPENING PROTECTION. PANELS " L SHALL BE PRECUT AND ATTACHED TO THE FRAMING SURROUNDING THE 3-0 1/8 U TOP OF CONC.WALL CONTRACTOR TO PROVIDE 2' PLYWOOD SHEETS FOR EACH OPENING OPENING CONTAINING THE PRODUCT WITH THE GLAZED OPENING. N � ELEV. U-0" LABELED AND STORED ON PREMISES. PROVIDE 1/4" HOT DIPPED PANELS SHALL BE PREDRILLED AS REQUIRED FOR THE ANCHORAGE U) Z3 N GALVANIZED TREADED FASTENERS INSTALLED ON HOUSE TO RECEIVE METHOD AND SHALL BE SECURED WITH THE ATTACHMENT HARDWARE n ' U) GRADE PANELS.4" LAG SCREWS TO BE EMBEDDED 2" MIN. @ 16" O.C. FASTENERS PROVIDED. ATTACHMENTS SHALL BE DESIGNED TO RESIST THE W w LINE OF RECESSED ELEV. -0'-s" SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL COMPONENT AND CLADDING LOADS DETERMINED IN ACCORDANCE M c WALL BEYOND PANEL. FASTENERS SHALL BE LOCATED NOT LESS THAN 1 INCH FROM THE WITH EITHER TABLE R301.2(2) OR ASCE 7, WITH THE PERMANENT T EDGE OF THE PANEL. ANCHORS SHALL PENETRATE THROUGH THE CORROSION-RESISTANT ATTACHMENT HARDWARE PROVIDED AND EXTERIOR WALL COVERING WITH AN EMBEDMENT LENGTH OF NOT LESS ANCHORS PERMANENTLY INSTALLED ON THE BUILDING. ATTACHMENT IN THAN 2 INCHES INTO THE BUILDING FRAME. FASTENERS SHALL BE ACCORDANCE WITH TABLE R301.2.1.2 IS PERMITTED FOR BUILDINGS WITH LOCATED NOT LESS THAN 21/2 INCHES FROM THE EDGE OF CONCRETE A MEAN ROOF HEIGHT OF 45 FEET (13, 728 MM) OR LESS WHERE THE BLOCK OR CONCRETE. ULTIMATE DESIGN WIND SPEED, VULT, IS 180 MPH (290 KPH) OR LESS. FWHID31611 ANDERSON "A" SERIES ISSUED FOR: VERIFY HANDING ELEVATION WINDOW SCHEDULE BASED ON PLAN Scale 1/4 = 1'-0" 3 Scale 1/4 = 1'-0" REVISION DATE: ALTERATIONS TO DRAWING: TOP OF RIDGE ELEV. 21'-41/4" F_ GENERAL NOTES 8.16.18 REVISED_PLANS 1.ALL WORK SHALL BE DONE IN ACCORDANCE WITH ALL GOVERNING CODES AND REGULATIONS 2.ANY CONFLICT BETWEEN DRAWINGS AND CODE SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER FOR RESOLUTION PRIOR TO START OF WORK. 3.CONTRACTOR SHALL NOT DEVIATE FROM DRAWINGS OR SPECIFICATIONS WITHOUT PRIOR APPROVAL OF THE OWNER. PHASE: NEW METAL ROOF— CONSTRUCTION a WOOD TRIM, TYP. DRAWINGS SEE DETAILS TOP OF WALL @TRUSS `" WOOD SIDING ELEV. 9'-0" DRAWING NAME: 4"TO THE WEATHER ELEVATIONS o TYPICAL •-� �► �► RAKE,SEE rn JOB#: #1807-DESEMONE RESIDENCE DETAIL FILE NAME: #1807-A1.0-PLANS DRAWN BY: D.A.N. DATE: 4.25.18 r6 TOP OF CONC.WALL CHECKED BY: D.A.N. SCALE: 0o ELEV. U-0" Ix DY ANDERSON GRADE \ DD Ac? SHEET: 3 FLAT TRIM C' THIS DOCUMENT,INCLUSIVE OF THE IDEAS AND DESIGNS INCORPORATED HEREIN,IS P „tea ....0 ELEV. -0'-8" FURNISHED AS AN INSTRUMENT OF �� SID E ELEVATION CONTRACTOR TO VERIFY ALL PROFESSIONAL SERVICE AND REMAINS THE DIMENSIONS IN THE FIELD SOLE PROPERTY OF 360 DESIGN PLUS,LLC ' A2 . 1 2 Scale 1/4 = 1'-0" AND REPORT ANY DISCREPANCIES AND ISNOT TO BE USED IN TO THE DESIGNER BEFORE OTHER PROJECTS WITHOUT THE EXPRESS Nj "�'u-� " PROCEEDING WITH WORK. WRITTEN AUTHORIZATION OF THE ARCHITECT 40399 40� REScheck Software Version 4.6.5 GENERAL NOTES 1.ALL WORK SHALL BE DONE IN ACCORDANCE WITH lkfroCompliance Cert'f'Cate ALL GOVERNING CODES AND REGULATIONS 2.ANY CONFLICT BETWEEN DRAWINGS AND CODE DESIGNplus TOP OF RIDGE % SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER ELEV. 21'-41/4" FOR RESOLUTION PRIOR TO START OF WORK. Project 3.CONTRACTOR SHALL NOT DEVIATE FROM DRAWINGS OR SPECIFICATIONS WITHOUT PRIOR APPROVAL OF THE David A. Noe, AIA Energy Code: 2015 IECC OWNER. 4 Stonewood Dr. Location: Southold,dNew York Old Lyme, CT. Construction Type: Single-family Project Type: New Construction dnoe@360designplus.eom Conditioned Floor Area: 1,751 ft2 N1102.2.1 (R402.2.1)Ceilings With Attic Spaces (617)-549-5457 Glazing Area 13% Climate Zone: 4 (5572 HDD) Where Section R1102.1.2 would require R-38 insulation in the ceiling,g,installing e Permit Date: R-30 over 100 percent of the ceiling area requiring insulation shall be deemed Permit Number: to satisfy the requirement for R-38 wherever the full height of uncompressed CONSULTANTS: 4J R-30 insulation extends over the wall top plate at the eaves. Similarly,where Construction Site: Owner/Agent: Designer/Contractor: Section R1102.1.2 would require R-49 insulation in the ceiling, installing R-38 = NEW METAL ROOF over 100 percent of the ceiling area requiring insulation shall be deemed to � satisfy the requirement for R-49 insulation wherever the full height of 4 WOOD TRIM, TYP. `rj uncompressed R-38 insulation extends over the wall top plate at the eaves. This reduction shall not apply to the U-factor alternative approach in Section SEE DETAILS TOP OF WALL @ TRUSS `" y ffi„ « a ; R1102.1.4 and the total UA alternative in Section R1102.1.5. WOOD SIDING ELEV. 9'-0" 4"TO THE WEATHER Compliance: 5.6%Better Than Code Maximum UA: 396 Your UA: 374 Maximum SHGC: 0.40 Your SHGC: 0.16 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. 3 2" FLAT TRIM " N1102.2.2(R402.2.2) Ceilings Without Attic Spaces BY ANDERSON w 2-4 o Envelope Assemblies Where Section N1102.1.2 would require insulation levels above R-30 and the LINE OF RECESSED TYPICAL o design of the roof/ceiling assembly does not allow sufficient space for the 3 OVERHANG _ ;,.;,;,, �. ,z,< ••p�; �A.r;:;-� required insulation the minimum required insulation for such roof/ceiling WALL BEYOND ��-`: � u_ rn ; -x': assemblies shall be R-30.This reduction of insulation from the requirements of q Section N1102.1.2 shall be limited to 500 square feet(46 m2)or 20 percent of p the total insulated ceiling area,whichever is less.This reduction shall not apply r Ceiling 2: Flat Ceiling or Scissor Truss 562 49.0 0.0 0.026 15 to the U-factor alternative approach in Section N1102.1.4 and the total UA 0 Ceiling 1:Cathedral Ceiling 1,185 49.0 0.0 0.022 26 alternative in Section N1102.1.5. m Wall 1:Wood Frame, 16"o.c. 1,908 21.0 0.0 0.057 94 TOP OF CONC.WALL/1 ST FLOOR 0o ELEV. U-0" Door 1: Glass 252 0.300 76 SHGC: 0.16 ( )N1102.2.10 R402.2.10 Slab-On-Grade Floors Floor 1: Slab-On-Grade:Heated 212 10.0 0.767 163 Slab-on-grade floors with a floor surface less than 12 inches(305 mm)below GRADE Insulation depth: 2.0' grade shall be insulated in accordance with Table N1102.1.2. The insulation • ELEV. -0-8 shall extend downward from the top of the slab on the outside or inside of the �� Compliance Statement: The proposed building design described here is consistent with the building plans, specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2015 IECC requirements in foundation wall.Insulation located below grade shall be extended the distance REScheck Version 4.6.5 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. provided in Table N1102.1.2 by any combination of vertical insulation,insulation extending under the slab or insulation extending out from the building. Insulation extending away from the building shall be protected by pavement or by not less than 10 inches (254 mm) of soil.The top edge of the insulation Name Title Signature Date installed between the exterior wall and the edge of the interior slab shall be permitted to be cut at a 45-degree(0.79 rad)angle away from the exterior wall. Slab-edge insulation is not required in jurisdictions designated by the building official as having a very heavy termite infestation. 1 ELEVATION nn ,, Scale 1/4 = 1'-0" W W � UZ3 C_ � Project Title: Report date: 08/14/18 O > z Data filename: Untitled.rck Pagel of 1 Q EW CTS C>� CA U) (1) C/) TOP OF RIDGE CT ELEV. 21'-41/4" W <J, w CO LL ( IW) CY T— t'J ISSUED FOR: NEW METAL ROOF a WOOD TRIM, TYP. SEE DETAILS _r6 TOP OF WALL(@ TRUSS) WOOD SIDING ELEV. 9'-0" 4"TO THE WEATHER REVISION DATE: ALTERATIONS TO DRAWING: 8.16.18 REVISED PLANS _ 6 TYPICAL 4- 1- RAKE,SEE DETAIL = r6 TOP OF CONC.WALL/1 ST FLOOR � ELEV. 0'-0" 3 �" FLAT TRIM BY ANDERSON ELEV. -0'-8" PHASE: SIDE ELEVATION GRADE CONSTRUCTION 2 Scale 1/4 = 1'-0" D RAW I N G S DOOR NOTES: DRAWING NAME: D 0 0 R S C H E D U L E 1. INTERIOR DOORS ARE 1 3/8"SOLID CORE 2. INTERIOR DOOR HARDWARE TO BE EMTEK, FINISH TBD. ELEVATIONS MARK MODEL NO. TYPE STYLE HARDWARE SIZE - WIDTH x HEIGHT HANDING COMMENTS 3. EXTERIOR WOOD DOORS TO BE DETERMINED(SEE ELEVATIONS FOR DESIGN) 100A SOLID CORE (MODEL TBD) POCKET A POCKET 2'-6" x 6'-8" N/A JOHNSON POCKET DOOR ASSEMBLY 4. EXTERIOR DOOR HARDWARE TO BE SELECTED BY OWNER MODEL TBD BARN BY OWNER BARN DOOR 4'-0" x 6'-8" N A 5. PROVIDE INSULATING AND TEMPERED GLASS AS REQUIRED 1008 SOLID CORE ( / 6. ARCHITECT AND OWNER TO REVIEW SHOP DRAWINGS FOR JOB#: #1807-DESEMONE RESIDENCE 102A SAUNA DOOR TBD SWING TBD PASSAGE 2'-6" x 6'-8" LEFT APPROVAL BEFORE ORDERING. 103A SOLID CORE (MODEL TBD) BARN BY OWNER BARN DOOR 4'-0" x 6'-8" N/A 7. ALL HINGES TO MATCH LOCKSET FINISH,TYP. FILE NAME: #1807-A1.0-PLANS 105A SOLID CORE (MODEL TBD) POCKET A POCKET 2'-6" x 6'-8" N/A JOHNSON POCKET DOOR ASSEMBLY A B DRAWN BY: D.A.N, DATE: 4.25.18 106A SOLID CORE (MODEL TBD) POCKET A POCKET 3'-0" x 6'-8" N/A HECKED BY: D.A.N. SCALE: 1/4"=1'-0" F_ AR SHEET: THIS DOCUMENT,INCLUSIVE OF THE IDEAS C AND DESIGNS INCORPORATED HEREIN,IS PJt A y, FURNISHED AS AN INSTRUMENT OF r ., n C CONTRACTOR TO VERIFY ALL PROFESSIONAL SERVICE AND REMAINS THE DOOR SCHEDULE: DIMENSIONS ANY DISCREPANCIES AIN THE FIELD OLE PROPERTY ND IS NOT TO BE USED F 360 DESIGN PLUS,LLC N 43 -` A2 . 2 3 Scale 1/4 — 1'-0" TO THE DESIGNER BEFORE OTHER PROJECTS WITHOUT THE EXPRESS PROCEEDING WITH WORK. WRITTEN AUTHORIZATION OF THE ARCHITECT T� 039g �0 TOP OF RIDGE ELEV. 21'-41/4" HURRICANE TIE @ EACH RAFTER/TRUSS \ DESIGN \ (2)2x6 TOP PLATES plus 00 \ 12 o \ 0 ` David A. Noe, AIA 12 \ WALL ASSEMBLYTYPICAL PRE-MANUFACTURED 4 Stonewood Dr. \ ROOF TRUSS Old Lyme, CT. `\ METAL ROOF, INSTALL dnoe@360designplus.eom PER MANUF. `\ REQUIREMENTS AND (617)-549-5457 \`\ RECOMMENDATIONS \ ICE AND WATER CONSULTANTS: ` UNDERLAYMENT,TYP. \\ e"ROOF SHEATHING TYPICAL 130OF ASSEMBLY a 7.5 \ \. METAL DRIP EDGE @ TRUSS ASSEMBLY 12 -FABRAL 1 2"SSR METAL ROOF -ALL FLASHING TO BE COMPATIBLE W/ROOF=ING MATERIAL i -GRACE PEEL AND STICK ICE AND WATER 'L i -5/8"CDX ROOF SHEATHING -RODS TRUSS(DESIGNED BY OTHERS) � WOOD SOFFIT i -INSULATION (CLOSED CELL(R-49) �' 2x6 @ UNDERSIDE OF TRUSS -INTERIOR FINISH i �4 LINE OF VAULTED i HURRICANE TIE @ EVERY I� CEILING BEYOND 2 2x6 SUB-FASCIA RAFTER/TRUSS,TYP.SEE I A3.1 i REQUIRED UP LIFT ( WOOD TRIM RESISTANCE BY TRUSS _ _ _ _ i 21-4" 2x SUB-FASCIA MANUF. WINDOW I TOP OF WALL @ TRUSS ,� WOOD TRIM = ELEV. 9'-0" (2) 2x6 TOP PLATES TYPICAL EAVE DETAIL @ TRUSS —J 2 Scale 1 -1i = 1'-0" TYPICAL'NALL ASSEMBLY `� `� 2 -1"CLEAR CEDAR CLAPBOARD OM @ 4"EXPOSURE ` ' -HYDRO GAP UNDERLAYMENT 1 o i= Q -1/2"CDX PLYSCORE SHEATHING \� I LL o -2x6 STUDS @ 16"O.C. OPEN OPEN a, p a, METAL ROOF, SEE PLANS -BATT INSULATION (R-21) TO To o ICE AND WATER -INTERIORFINISH (VARIES) BEYOND BEYOND F- MTL. RAKE EDGE W W Q > z 2x6 P.T. SILL PLATE i �� i �� - WOOD TRIM Q � ANCHOR BOLT W/3"WASHER,2" BARN DOOR GALV. BOLT i i _ C� 4'-0"O.C. MAX SPACING �� 2x RAKE BOARD 1 '-6" j U) EMBEDDED 7"MIN. PLACE 12" ' �� TOP OF CONIC.WALL/1ST FLOOR 2x12 OUTRIGGER FROM CORNERS TYP. 0 0- " (� Q) Cn ° = @ 16 O.C. SEE R403.1.6 GRADE GRADE °O �- QJ aI ° , III x ° e ELEV. 0 8 :o r� - LLI 11 R1 0 RG- I ID - I � L J1 .�<. 2 A ��• 2x RAFTERS n , INSULATION W n 1 WICY) LL CMU FOUNDATION II TYPICAL SLAB ASSEMBLY WALL " <. a (1) #5 BAR C@ TOP OF -6"FINISHED CONCRETE SLAB ° II° co U WALL,TIE ALL -WELDED WIRE FABRIC (1)#5 BARS VERT., ANCHOR BOLTS TO 6,x6-W2.2x2.o `°II = II<, BAR -6 MIL VAPOR BARRIER II a z ROOF RAFTERS 48"O.C. -R-10 RIGID INSULATION (3)#5 BARS CONT., = -8"COMPACTED COURSE GRANULAR FILL II ',=` : < -`;` CN EACH WAY I ° -UNDISTURBED SOIL ,^ TYPICAL EXTERIOR WALL CONCRETE FOOTING ° 0 4`•' : ° II ° ''' ASSEMBLY, SEE J ON UNDISTURBED .. �= :n BOTTOM OF FOOTING SECTIONS SOIL ISSUED FOR: 2'-0" ELEV. 4-2" 23'-3" REVISION DATE: ALTERATIONS TO DRAWING: 8.16.18 REVISED_PLANS BUILDING SECTION @ TRUSS = 1 1u i- u Scale - 0 2 Zpie'Cl �21 L RAKE DETAIL @TRUSS= 1'-0" PHASE: CONSTRUCTION DRAWINGS DRAWING NAME: SECTIONS JOB#: #1807-DESEMONE RESIDENCE FILE NAME: #1807-A l.0-PLANS DRAWN BY: D.A.N. DATE: 4.25.18 CHECKED BY: D.A.N. SCALE: 1/4"=1'-0" rN STAMP' SHEET: THIS DOCUMENT,INCLUSIVE OF THE IDEAS ED ARO AND DESIGNS INCORPORATED HEREIN,IS A FURNISHED AS AN INSTRUMENT OF 4' -,a• O� CONTRACTOR TO VERIFY ALL PROFESSIONAL SERVICE AND REMAINS THE DIMENSIONS IN THE FIELD SOLE PROPERTY OF 360 DESIGN PLUS,LLC A3 . 1 AND REPORT ANY DISCREPANCIES AND IS NOT TO BE USED IN TO THE DESIGNER BEFORE OTHER PROJECTS WITHOUT THE EXPRESS PROCEEDING WITH WORK. WRITTEN AUTHORIZATION OF THE ARCHITECT A 40399 O F N E�1 INSULATION RIDGE _� TOP OF RIDGE BLOCKING BETWEEN ELEV. 21'-41/4" EACH RAFTER HURRICANE TIE @ _ EVERY RAFTER DESIGN' \ plus LVL BEAM o° \ 2X6 @ 1 0° \ PLYWOOD SHEATHING O.C. FOR _ \ David A. Noe, AIA 12 N UP-LIFT 2 \ 4 Stonewood Dr. 2x10 RAFTER @ 16"O.C. 12 12 \\ WOOD TRIM Old Lyme, CT. \ METAL ROOF, INSTALL dnoe@360designplus.eom \ PER MANUF. (617)-549-5457 \ REQUIREMENTS AND \ RECOMMENDATIONS \ ICE AND WATER CONSULTANTS: 2x8 COLLAR TIES UNDERLAYMENT,TYP. @ 16"O.C. \\ 8"ROOF SHEATHING TYPICAL.ROOF ASSEMBLY @ FLAT CEILING STORAGE -FABRAL 1 1"SSR METAL ROOF 2 -ALL FLASHING TO BE COMPATIBLE 200 W/ROOFING MATERIAL KNEE WALL ABOVE -GRACE PEEL AND STICK ICE AND WATER WALL BELOW -5/8"CDX,ROOF SHEATHING WOOD TRIM -BOOS TRUSS(DESIGNED BY OTHERS) `�' co I LINE OF PSL BEYOND -INSULATION (CLOSED CELL(R-49) TYPICAL FLOOR ASSEMBLY KNEE WALL ABOVE -INTERIOR FINISH @, STORAGE WALL BELOW WOOD SOFFIT �b -4" LUE T&G SUB-FLOOR(GAND @EVERYPLAN-----,, I I 2x6 SUB-FASCIA 2x 2 DOUG-FIR JOISTS @ 12"O.C., (3) PLY LVL SEE PLAN RAFTER/TRUSS,TYP.SEE 2 HURRICANE TIE REQUIRED UP LIFT CANTILEVER OVER OUTSIDE WALL A3.2 N ( I WOOD TRIM RESISTANCE BY TRUSS -FINISHED CEILING AS SCHEDULED SOLID BLOCKING — , j� I I 2'-4" 2x SUB-FASCIA MANUF. OVER WALL BELOW I WINDOW WOOD TRIM VAULT CEILING, SEE INTERIOR DRAWINGS FOR HEADER, SEE SCHEDULE MATCH PITCH OF EXPOSED CEILING JOISTS / ROOF TRUSS TOP OF WALL FLAT CEILING INTEGRAL TRIM UNDERSIDE ELEV. 8-0 \ / ( JOIST HANGERS @ EVERY TYPICAL WALL ASSEMBLY \ / JOIST,TYP. SEE HANGER - CLEAR CEDAR CLAPBOARD � SCHEDULE @ 4"EXPOSURE I � � TYPICAL EAVE DETAIL 2x RAFTERS \ / I \ / I -HYDRO GAP UNDERLAYMENT ; . , 2 1�� i \ / (3) LVL BEAM 0 -1/2"CDX PLYSCORE SHEATHING '� ' — — — — — � o — —1 Scale 1 - = 1 -0 4x6 PSL IN WALL, SEE O z -2x6 STUDS @ 16"O.C. .%'� 2 \ / FOUNDATION PLAN FOR �; O -BATT INSULATION (R-21) ' - ij;;;' \ / FOOTING ¢ -INTERIOR FINISH (VARIES) o OPEN I rn p o Q HALLWAY TO ( O °O 00 n , LL D FAMILY RM I m O ir / \ OHO / \ I U) a NEW FRENCH DOOR, SEE / \ O O �-- SCHEDULE / \ i > / \ I n , TOP OF CONC.WALL/1 ST FLOOR d ° dT5 ELEV. U-0" i °O GRADE d d ° ° ' ` d ° ° ^ ° I GRADE GRADE ELEV. 0 �.' I 8 • W ID _ I n W CY) LL R-1 o RIG I I� INSULATION ,`\ ANCHOR BOLT Q r \\ �I W/3"WASHER,1"GALV. BOLT -� CMU FOUNDATION .;, .\ 1I TYPICAL SLAB ASSEMBLY WALL ° (1) #5 BAR @ TOP OF -6"FINISHED CONCRETE SLAB '.II d ,, 2 C� WALL,TIE ALL -WELDED WIRE FABRIC ;;> �\.0 4 0 O.C. MAX SPACING a ? '•' II° °°�I `` EMBEDDED 7"MIN. PLACE 12" (1)#5 BARS VERT., ANCHOR BOLTS TO 6x6-W2.2x2.0 II ' FROM CORNERS TYP. L d !i BAR -6 MIL VAPOR BARRIER z 48"O.C. r9, ��' -R-10 RIGID INSULATION IG SEE R403.1.6 (3)#5 BARS CONT., - -8"COMPACTED COURSE GRANULAR FILL EACH WAY 'c CONCRETE FOOTING o II ON UNDISTURBED rk BOTTOM OF FOOTING ISSUED FOR: SOIL . . 2'-0" ELEV. 4-2" REVISION DATE: ALTERATIONS TO DRAWING: 8.16.18 REVISED PLANS BUILDING SECTION @ 2x RAFTERS Scale 2 — 1 -0 11 PHASE: CONSTRUCTION DRAWINGS DRAWING NAME: SECTIONS JOB#: #1807-DESEMONE RESIDENCE FILE NAME: #1807-A1.0-PLANS DRAWN BY: D.A.N. DATE: 4.25.18 CHECKED BY: D.A.N. SCALE: 1/4"=1'-0" A RE43 SHEET: THIS DOCUMENT,INCLUSIVE OF THE IDEAS AND DESIGNS INCORPORATED HEREIN,IS , FURNISHED AS AN INSTRUMENT OF 9 CONTRACTOR TO VERIFY ALL PROFESSIONAL SERVICE AND REMAINS THE _ A3 . 2 DIMENSIONS IN THE FIELD SOLE PROPERTY OF 360 DESIGN PLUS,LLC AND REPORT ANY DISCREPANCIES AND IS NOT TO BE USED IN TO THE DESIGNER BEFORE OTHER PROJECTS WITHOUT THE EXPRESS PROCEEDING WITH WORK. WRITTEN AUTHORIZATION OF THE ARCHITECT t�Q 399 E '• F DESIGN "plus REQUIRED ALONG"4": LENGTH David A. Noe, AIA USING METHOD WSP AND 4 Stonewood Dr. REQUIRED ALONG"1": LENGTH REQUIRED ALONG"2": LENGTH REQUIRED ALONG"3": LENGTH ADJUSTMENT FACTORS FROM USING METHOD WSP AND USING METHOD WSP AND USING METHOD WSP AND R602.10.3(2)=18.1'(SEE Old Lyme, CT. ADJUSTMENT FACTORS FROM ADJUSTMENT FACTORS FROM ADJUSTMENT FACTORS FROM INSTALLATION REQUIREMENTS dnoe@360designplus.com R602.10.3(2)=7.92' R602.10.3(2)=11.55' R602.10.3(2)=17.15' FOR SIMPSON PANELS PROVIDED: PROVIDED: PROVIDED: PROVIDED: (617)-549-5457 CS-WSP: 12'-0" CS-WSP: 14'-6" CS-WSP:28'-0" SIMPSON PANELS: 18'-2" 1 2 3 4 CONSULTANTS: 15'-0" 25'-0" 38'-6" 4'-0"WSP 4'-0"WI P 4'-0"WSP 4'-0"WSP I 4'-0"WSP 4'-0"WSP 4'-0"WSP = REQUIRED ALONG"A": LENGTH ~ USING METHOD CS-WSP AND A — �- w ADJUSTMENT FACTORS FROM Z u R602.10.3(2)=8.43' ONz co QLO PROVIDED: ( IJ� ( c Lu m 0) CS-WSP:28'-0" Q z U- oQ Q WRIM J❑IST, BEAM, 3-10 0 I OR BLOCKING N o J o Q Q IF APPLICABLE zo _ n ( I " a Z a � � Z J TOP PLATES � o a z WSW-TOW SHEAR _ ") � ? v _ TRANSFER PLATE o 1 8'-0"�SP C3 < o MAXIMUM WOOD SHIM, REQUIRED ALONG"B": LENGTH `� un � w m M FOR SHIMS GREATER B — — — — — THAN /s", SEE 9/WSW2, USING METHOD FACTOCS-WSRS AND ,_0„WSP " 14'-0"WSP " I 41-011 WS 4'-0"WSP 4'-0"WS _'__'SEE 10/WSW2 FOR ADJUSTMENT FACTORS FROM 10 10 1/2 15-0 3/4 12-3 1/8 ALLOWABLE EDGE R602.10.3(2)=8.43' AND FACE DRILL PANEL SPACING PANEL SPACING PANEL SPACING ZONES STRONG-WALL PROVIIDEDpp CS-WSP.2U1-28'-0" WOOD SHEARWALL r WSW HOLDOWN X___z2_o� W I� NUT AND BRACED WALL DIAGRAM 0 X E 1n N STRUCTURAL Scale 8 = 1 -0n r , • 7 WASHER O > z a a � Q - . ° 'Q °< d /W\ � WSW DESIGNED TO PROVIDE Y$" GAP Cn BETWEEN LSL AT BASE OF WSW AND n CONCRETE. ENSURE CONCRETE IS LEVEL (� C AND SMOOTH BENEATH PANEL. GRIND oRLOCATION: 3 133 EQUESTRIAN AVENUE FISHERS ISLAND, NY " W FILL AS NECESSARY. U) CM L1_ BUILDING DESIGN PROPOSED (BASED ON WIND RG02. 10): Q r MAIN HOUSE: PROPOSED ADJUSTMENT FACTOR (PCO2. 10.3(2) SAVE TO RIDGE HEIGHT 14'-G" 1 .3 PLACE STRONG-WALL WOOD SHEARWALL WALL HEIGHT: OVER THE ANCHOR BOLTS AND SECURE I ST FLOOR 9'-O" 0.95 WITH WASHER AND HEX NUTS (PROVIDED), MEAN ROOF HEIGHT 14'-9" 1 .0 SNUG TIGHT FIT REQUIRED; D❑ NOT USE AN PRE-ENGINEERED ROOF BRACED WALLS (EAST/WEST) 2 1 .0 ISSUED FOR: IMPACT WRENCH, TRUSS SYSTEM BRACED WALLS (NORTH /SOUTH) 4 1 .45 • USE 15/6" WRENCH FOR 7/e" NUT STRONG-WALL 800 POUND HOLD-DOWN YES .8 • USE 1/2" WRENCH FOR l" NUT WOOD SHEARWALL GABLE WALL STUDS CONTINUOUS TOP PLATES BRACED WALL NOTES: . . CONTINUOUS HEADER WIND SPEED 130 MPH (ULTIMATE WIND SPEED) o DOUBLE KING STUD SEISMIC CATEGORY B 8301 .2(2) REVISION DATE: ALTERATIONS TO DRAWING: • • HEX NUT AND JACK STUDS j EXPOSURE D R301 .2.1 .4 (ADJUSTMENT FACTOR 1 .5) 8.16.18 REVISED PLANS (3)"LVL CONT. � • • STRUCTURAL BRACING REQUIREMENT BASED ON WIND SPEED, • • • • WASHER SIMPSON WSW 24x9(105") ALL WALLS TO HAVE GYPSUM WALL PANELS @ THE INTERIOR, SEE BRACED WALL NOTES • . ' ' EQUIVALENT BRACING FOR LOCATIONS WITH INTERIOR PLYWOOD WALLS LENGTH 9.05'INSTALL PER MANUF. REQUIREMENTS PRIMARY BRACING METHODS: AND RECOMMENDATIONS r 4– A. CONTINUOUS SHEATHING WITH WOOD STRUCTURAL PANELS C5-W5P(RG02. 10.4) 2J< a aL o J. ° NAILING REQUIREMENTS: P.T. BOTTOM PLATES / . ; GD COMMON NAILS SEE FOUNDATION PLAN '` -G" SPACING @ PANEL EDGES 12' SPACING @ FIELD LOCATIONS BLOCK ALL HORIZONTAL JOINTS WHERE BRACED WALL PANELS ARE SHOWN a ° °. . SEE SHEETS WSW1 AND PHASE: WSW1,1 FOR ANCHORAGE B. CONTINUOUS SHEATHING PORTAL FRAME CS-PF (RG02. 10.4. 1 . 1 *- RG02. 10.4.2) CONSTRUCTION SOLUTIONS , C. 5IMP50N WOOD SHEAR PANELS (SEE NOTES FOR EQUIVALENT LENGTH) INSTALL PER MANUFACTURERS REQUIREMENTS AND RECOMMENDATIONS C2) DRAWING S GABLE WALL FRAMING DRAWING NAME: Scale 4 — 1 -0 BRACED WALLS JOB#: #1807-DESEMONE RESIDENCE FILE NAME: #1807-A1.0-PLANS DRAWN BY: D.A.N. DATE: 4.25.18 CHECKED BY: D.A.N. SCALE: AS NOTED ST P(E q/jC SHEET: THIS DOCUMENT,INCLUSIVE OF THE IDEAS C� Pv q ti 'V AND DESIGNS INCORPORATED HEREIN,IS FURNISHED AS AN INSTRUMENT OF CONTRACTOR TO VERIFY ALL PROFESSIONAL SERVICE AND REMAINS THE "•' A4 . 1 DIMENSIONS IN THE FIELD SOLE PROPERTY OF 360 DESIGN PLUS,LLC _ AND REPORT ANY DISCREPANCIES AND IS NOT TO BE USED IN TO THE DESIGNER BEFORE OTHER PROJECTS WITHOUT THE EXPRESS03 9 ,r PROCEEDING WITH WORK. WRITTEN AUTHORIZATION OF THE ARCHITECT �' .NOp 99 0' ROOF GFI GFI GFI WP WP WP ELECTRICAL � -'-' ` MOUNTING HEIGHTS 3 3 \ 3 3 4 \ i ( \ CABLE FEED GFI I I I I \ INTERNET FEED 6 0 WP / SD II s° - - ��/ �\ � - - - - - �� - - II \ \ DESIGN '.'"plus / I I I I 1 \ \� 1❑ All dimensions are to the center - of the device unless otherwise BEAM ABOVE �I \ ` -_-1 noted. See electrical drawings for \ \ types es and locations. David A. Noe, AIA °� � 00 j 'RC IT o 1 \� I 4 Stonewood Dr. 1r _6 ; FRIG. � I 2Q Receptacles: 18 A.F.F. (at / CABLE FEED / / P \ locations above casework, mount O Lyme, CT. / INTERNET FEED / ( \ \\ I bottom of receptacle at 2" above dnoe@360designplus.Com © G9GF1 \ I backsplash, at locations below (617)-549-5457 VENT/ [- -1 \1 \� I casework, mount at 24" A.F.F. FAN/LIGHT FAN/LIGHT LIGHT I I FAN/LIGHT I I I CONSULTANTS: \ �\ / i i \\ X�' � BARN LIGHT3❑ Wiremold: 24" A.F.F. (at locations WASHER/ / / / i I above casework, mount bottom of 1 / DRYER Fa - i wiremold at 2" above backsplash) I 0 / FI I � \ I ® Exterior receptacles: 24" A.F.G. \\ c j L � - -1 /� i I (20" A.F.F.) CY) O �J CABLE FEED I I � \� - - � �, I O INTERNET FEED I J i \\ \ Switches: 48" A.F.F. c W \ \ \ © Boiler emergency switches: 60" / GFI � -- - - - \ _ 3 1 - \ A.F.F. GFI GFI i' \ \1\ \\ WP WP CABLE FEED �� `� wP © INTERNET FEED ❑7 Data / Phone outlets: 18" A.F.F. -- 4 , J I - - - - - - - - - - - - - - - - - - - - - - - - - - - " BEAM ABOVE ® TV outlets: 18 A.F.F. or 18 GFIw GFI below finished ceiling* WP wP GENERAL NOTE: r�f'`eut FINAL ELECTRICAL LAYOUT Field verify ceiling heights with TO BE DONE ON SITE W/ coordination drawings OWNER,CONTRACTOR, Q Wallhone: 48" A.F.F. to center ELECTRICAL CONTRACTOR P . c = PROVIDE RG6 AND CAT 5 of earpiece __= CONNECTIONS, COOK.W/ ® Security keypad: 48" A.F.F. DENOTES NEWS OWNER • FIRST FLOOR ELECTRICAL PLAN WALL 11 Microphone wall jack: 18" A.F.F. Scale 1/4 - V-0" © Fire alarm pull station: 48" A.F.F. © Fire alarm visual / audio indicating units: 6'8" to bottom of ELECTRICAL SYMBOLS ELECTRICAL SYMBOLS LIGHTING SYMBOLS LIGHTING SYMBOLS GENERAL NOTES unit DUPLEX RECEPTACLE LL LIGHT LIFT P PENDANT FIXTURE LOW VOLTAGE FIXTURE ® Area of refuge Call station: 48" W 1. ALL ELECTRICAL TO COMPLY WITH STATE A.F.F. W =et SWITCHED RECEPTACLE " TELEPHONE/DATA CEILING MOUNTED FIXTURE WET LOCATION STRIP/TASK LIGHT AND LOCAL CODES. © Emergency shut-off switch / push ® SINGLE FLOOR RECEPTACLE QO PUSH BUTTON SWITCH WALL MOUNTED FIXTURE TRACK LIGHT 2. LIGHT FIXTURES,POWER,TELEPHONE, button: 48" A.F.F. C„� r }- ® DOUBLE FLOOR RECEPTACLE WALL MOUNTED FIXTURE WET LOCATION ® STEP LIGHT CABLE AND DATA LOCATIONS SHOWN ® Emergency Call switch: 36" A.F.F. O > z SWITCH DIAGRAMATICALLY.G.C.TO COORDINATE - 220V RECEPTACLE 3 = THREE WAY ® RECESSED LIGHT FIXTURE-5"DIA. EXACT LOCATIONS WITH ARCHITECT IN Q 4 = FOUR WAYV/4'CEILING FIXTURE FIELD BEFORE FRAMING IS COMPLETE. © Emergency Call bel l / light: +/- C WPB WATERPROOF RECEPTACLE ® RECESSED LIGHT FIXTURE WET LOC.-5 DIA. = DIMMER GFI GROUND FAULT INTERRUPTER LD = INDICATOR 3.G.C.TO COORDINATE REQUIREMENTS TORLIGHT S SURFACE MOUNTED FIXTURE E7'-6" A.F.F. - center above door . _ C1 U) _ J = JAMB SWITCH 2'x4'CEILING FIXTURE FOR ALL ELECTRICAL AND POWER FOR ® Wall mounted exit signs: 7'-6" Q CEILING MOUNTED JUNCTION BOX MS = MOTION SENSOR CEILING FIXTURE W/PULL CHAIN N (n APPLIANCES AND EQUIPMENT.VERIFY PRIOR A.F.F. -3L s° SMOKE/CO DETECTOR CABINET FIXTURE TO INSTALLATION. U) ^ 0- Wall Wall mounted clocks and speakers: W vJ LIJ HEAT DETECTOR EXTERIOR SPOT LIGHT 2'x2'CEILING FIXTURE 4. PROVIDE SMOKE/CO DETECTORS IN \✓ Cn QUAD RECEPTACLE RECESSED LIGHT W/EXHAUST FAN BEDROOM LOCATIONS TO MEET LOCAL CODE. +/- 7 -6 A.F.F. coord. With n , Co Q THERMOSTAT ® block coursing as Occurs. Consult C10 C CABLE TV ® CEILING LIGHT W/EXHAUST FAN architect h i t e c r O 5.ALL CIRCUITS IN BEDROOM (SWITCHES, t if existing conditions cY) -�- DIRECT WIRE/SPECIAL CONNECTION 00 CEILING LIGHT W/FAN LIGHTS AND OUTLETS)TO BE ARC-FAULT differ CIRCUIT INTERUPTER-AFCI. ® ELECTRIC PANEL MAIN DISCONNECT 6.ALL RECESSED LIGHT FIXTURES AT CLOSET © LOCATIONS TO HAVE PROTECTIVE LENS DOOR CHIME COVERING AS REQUIRED BY CODE. O GARBAGE DISPOSAL GENERAL NOTES ISSUED FOR: SECTION E3902 R315.2.1 New Construction R314.3 Location 1.ALL WORK SHALL BE DONE IN ACCORDANCE WITH GROUND-FAULT AND ARC-FAULT CIRCUITINTERRUPTER ALL GOVERNING CODES AND REGULATIONS OF THE PROTECTION For new construction,carbon monoxide alarms shall be provided in Smoke alarms shall be installed in the following locations: STATE OF NEW YORK E3902.1 Bathroom receptacles.All 125-volt, single-phase, dwelling units where either or both of the following conditions exist. 15-and 20-ampere receptacles installed in bathrooms shall 1. In each sleeping room. 2.ANY CONFLICT BETWEEN DRAWINGS AND CODE have ground-fault circuit-interrupter protection for personnel. 1. The dwelling unit contains a fuel-fired appliance. 2. Outside each separate sleeping area in the immediate SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER E3902.2 Garage and accessory building receptacles.All 2. The dwelling unit has an attached garage with an opening vicinity of the bedrooms. FOR RESOLUTION PRIOR TO START OF WORK. REVISION DATE: ALTERATIONS TO DRAWING: 125-volt,single-phase, 15-or 20-ampere receptacles installed that communicates with the dwelling unit. 3. On each additional story of the dwelling, including in garages and grade-level portions of unfinished accessory basements and habitable attics and not including crawl spaces 3.CONTRACTOR SHALL NOT DEVIATE FROM DRAWINGS buildings used for storage or work areas shall have groundfault R315.3 Location and uninhabitable attics. In dwellings or dwelling units with split OR SPECIFICATIONS WITHOUT PRIOR APPROVAL OF THE circuit-interrupter protection for personnel. levels and without an intervening door between the adjacent levels, OWNER. E3902.3 Outdoor receptacles.All 1 25-volt,single-phase, Carbon monoxide alarms in dwelling units shall be installed outside a smoke alarm installed on the upper level shall suffice for the of each separate sleeping area in the immediate vicinity of the 15-and 20-ampere receptacles installed outdoors shall have bedrooms.Where a fuel-burning appliance is located within a adjacent lower level provided that the lower level is less than one ground-fault circuit-interrupter protection for personnel. full story below the upper level. bedroom or its attached bathroom, a carbon monoxide alarm shall Exception: Receptacles as covered in Section E4101.7. be installed within the bedroom. 4. Smoke alarms shall be installed not less than 3 feet(914 E3902.4 Crawl space receptacles.Where a crawl space is at mm) horizontally from the door or opening of a bathroom that or below grade level,all 125-volt, single-phase, 15-and 20- contains a bathtub or shower unless this would prevent placement ampere receptacles installed in such spaces shall have of a smoke alarm required by ground-fault circuit-interrupter protection for personnel. Section R314.3. E3902.5 Unfinished basement receptacles.All 125-volt, E3901.2 General Purpose Receptacle Distribution single-phase, 15-and 20-ampere receptacles installed in R314.3.1 Installation Near Cooking Appliances unfinished basements shall have ground-fault circuit-inter PHASE: rupter protection for personnel. For purposes of this section, In every kitchen,family room, dining room, living room, parlor, Smoke alarms shall not be installed in the following locations unfinished basements are defined as portions or areas of the library, den,sun room, bedroom, recreation room,or similar room unless this would prevent placement of a smoke alarm in a location basement not intended as habitable rooms and limited to stor or area of dwelling units, receptacle outlets shall be installed in required by Section R314.3. age areas,work areas,and the like. accordance with the general provisions specified in Sections Exception:A receptacle supplying only a permanently E3901.2.1 through E3901.2.3 1. Ionization smoke alarms shall not be installed less than 20 installed fire alarm or burglar alarm system. feet(6096 mm) horizontally from a permanently installed cooking E3902.6 Kitchen receptacles.All 125-volt. single-phase, E3901.2.1 Spacing appliance. DRAWING NAME: 15-and 20-ampere receptacles that serve countertop surfaces 2. Ionization smoke alarms with an alarm-silencing switch shall ELECTRICAL shall have ground-fault circuit-interrupter protection for per- not be installed less than 10 feet(3048 mm) horizontally from a sonnel. Receptacles shall be installed so that no point measured permanently installed cooking appliance. E3902.7 Sink receptacles.All 125-volt, single-phase, 15- horizontally along the floor line of any wall space is more than 6 3. Photoelectric smoke alarms shall not be installed less than 6 PLAN n I and 20-ampere receptacles that are located within 6 feet feet(1829 mm),from a receptacle outlet. [210.52(A)(1)] feet(1828 mm) horizontally from a permanently installed cooking � I V 2012 INTERNATIONAL RESIDENTIAL CODED 713 E3901.2.2 Wall Space appliance. POWER AND LIGHTING DISTRIBUTION JOB#: #1807-DESEMONE RESIDENCE 1 (1829 mm) of the outside edge of a sink that is located in an As used in this section,a wall space shall include the following: R314.4 Interconnection FILE NAME: area other than a kitchen,shall have ground-fault circuitinterrupter [210.52(A)(2)] protection for personnel. Receptacle outlets shall Where more than one smoke alarm is required to be installed DRAWN BY: D.A.N. DATE: 4.25.18 not be installed in a face-up position in the work surfaces or 1. Any space that is 2 feet(610 mm) or more in width, including within an individual dwelling unit in accordance with Section countertops. space measured around corners, and that is unbroken along the R314.3,the alarm devices shall be interconnected in such a CK D.A.N. SCALE: AS-NOTED floor line by doorways and similar openings,fireplaces, and fixed manner that the actuation of one alarm will activate all of the alarms cabinets, in the individual dwelling unit.Physical interconnection of smoke PJ A,N0 SHEET: alarms shall not be required where listed wireless alarms are THIS DOCUMENT,INCLUSIVE OF THE IDEAS `s { 2. The space occupied by fixed panels in exterior walls, installed and all alarms sound upon activation of one alarm. AND DESIGNS INCORPORATED HEREIN,IS excluding sliding panels. FURNISHED AS AN INSTRUMENT OF * ` Combination smoke and carbon monoxide alarms shall be CONTRACTOR TO VERIFY ALL PROFESSIONAL SERVICE AND REMAINS THEA1 3. The space created by fixed room dividers such as railings permitted to be used in lieu of smoke alarms. DIMENSIONS IN THE FIELD SOLE PROPERTY OF 360 DESIGN PLUS,LLC N s- ■ O and freestanding bar-type counters. AND REPORT ANY DISCREPANCIES AND IS NOT TO BE USED IN TO THE DESIGNER BEFORE OTHER PROJECTS WITHOUT THE EXPRESS ��F 0399 -40 PROCEEDING WITH WORK. WRITTEN AUTHORIZATION OF THE ARCHITECT OF N E`N r Y a - 'y 3i R FLU 5 LLC JGu L) E51GN DO 1401'PROCEED WITH Arch itectu ra I 5ervices FRAIO NO UNTIL SURVEY UC51 61 n OF FOUNDATION LOCATION .k HAS BEEN APPROVED. ELECTRICAL INSPECTION REQUIRED 5toncwooci SPP MCI AS��TED CT OG37 I DATE: FEE: BY, BY• \/V \/V\/V 3 esu n U s . Coin noe esu n Us . Coin - 5 57NOTIFY,BUILDING DEPARTMENT A7 . • 765-1802 $AM TO 4 PM FOR THE FOLLOWING IN;iPECT}ONS: " 1. FOUNDATI6N --TWO REQUIRED FOR .POURED CONCRETE Must provide Manuals 2. ROUGH'-,FRAMING 6 PLUMBING 3. INSULATION D,J and S as per 4. FINAL CONSTRUCTION MUST NYS Energy Code BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE THE :REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. Blower door and ductwork COMPLY WITH ALL CODES OF testing required. NEW YORK STATE: & TOWN CODES AS REQUIRED AND CONDITIONS OFU (551MOnC R(551d (fric (5 Tr,USC PLACAI.01113 R'!QU'I:E;D 0 'r`raU 797M ,v N BOARD ,tm` T ur„� ►"�STEES 'rLUMBER CERTIFICArIGN. .b riltA;b CONTENT BEFONE- (�tL TIFICATE•OF OCCUPANCFY-r W1 N G5 OCCUPANCY OR sol:b R USED IPJ v�% TF�- ERMIT DN% USE IS UNLAWFUL s&PPLY'SYSTEM C� C Eo ARC// LX, .EED,2/10 OF I;� LLAD, P o A'�°F/��n WITHOUT CERTIFICATE ° OF OCCUPANCY A9ril 2018 ; PLUMP'N'G � ALL PLLJM,31NU ',.'.;:=.'E X40399 y0 DRAINAGE INS;PFCTIOITI &OF n1-:0UIRED A WATER i.l:"•, :;ivEr L7 9 Contact TOS Engineering.F! 550 eetore T�STNG BEFDRE COUERlNG Dackfili,OP. Provide Engineer's Certification NY O b399 that the drainage has b^en installed to Coc+^. EQLJE5TR1AN AVE f 15HER5 15LAND , NEW YORK. CONTRACTOR : LOCATION MAP JARED, S. TOLDO THE TOLDO COMPANY 1586 MONTAUK AVE. w FISHERS ISLAND, NY z 06390 Li z Q 3133 Equestrian Avenue cry w w Seaside Horne& � Garden Works O 00 v n ABBREVIATIONS FOUNDATION NOTES APPLICABLE CODES I . STRUCTURAL FILL SHALL BE PLACED IN 8" LIFTS COMPACTED TO 95% OF MODIFIED I . GENERAL CONTRACTOR TO NOTIFY ARCHITECT OF ANY INCONSISTENCIES IN THE NEW YORK STATE BUILDING CODE A.F.F. Above Fmish Floor HGT. Height OPTIMUM DENSITY. DRAWINGS, EXISTING CONDITIONS OR THE PROPOSED CONSTRUCTION IMMEDIATELY. 201 5 International Residential Building Code A.C.T. Acoustical Tile H.M. Hollow Metal 2. NO BACKFILLING OF FOUNDATION WALLS SHALL BE UNDERTAKEN UNTIL SUITABLE WALL 2. GENERAL CONTRACTOR TO TAKE AND VERIFY ALL DIMENSIONS AND CONDITIONS ON THE A/C Air Conditioning HORIZ. Horizontal BRACING (TEMPORARY OR PERMANENT) HAS BEEN INSTALLED. JOB AND SHALL BE HELD RESPONSIBLE FOR THE SAME. rz DESIGN � plus A.H.U. Air Handling Unit H.B. Hose Bibb 3. DO NOT POUR FOOTINGS ON FROZEN SOIL. REMOVE ALL FROST PRIOR TO POURING 3. ALL NOTES AND DIMENSIONS DESIGNATED AS "TYP." OR"TYPICAL" APPLY TO ALL SIMILAR ALT. Alternate IN. Inch CONCRETE. CONDITIONS THROUGHOUT THE PROJECT. ALUM. Aluminum INCL. Included ALF. Aluminum Frame INFO. Information 4. ALL SOIL SURROUNDING AND UNDER FOOTINGS SHALL BE PROTECTED FROM FREEZING 4. THESE PLANS ARE NOT TO BE SCALED FOR CONSTRUCTION PURPOSES. DIMENSION LINES David A. Noe, AIA AND FROST ACTION DURING THE COURSE OF CONSTRUCTION. SOIL WHICH HAS BEEN AND NOTES SUPERSEDE ALL SCALED REFERENCES. 4 Stonewood DP. ANCH. Anchor, Anchorage I.D. Inside Diameter ALLOWED TO FREEZE SHALL BE REMOVED. 5. ALL DIMENSIONS ARE TO FACE OF MASONRY FACE OF STUD AND CENTERLINE OF Old Lyme CT. AB. Anchor Bolt INSUL. Insulation � � 5. FOUNDATIONS HAVE BEEN DESIGNED TO REST ON INORGANIC, UNDISTURBED SOIL, STRUCTURAL STEEL COLUMNS UNLESS OTHERWISE NOTED. dnoe@360designplus.Com L Angle INT. Interior WHICH MAY BE ORIGINAL SOIL OR CONTROLLED, COMPACTED STRUCTURAL FILL. THE ANOD. Anodized K.P. Kick Plate FOLLOWING BEARING VALUES ARE ASSUMED: 4000P5F. G. ROOFING CONTRACTOR TO VERIFY QUANTITY AND LOCATION OF ROOF PENETRATIONS, (617)-549-5457 APPR. Approved LAB Laboratory AND TO FLASH ACCORDING TO MANUFACTURER'S SPECIFICATIONS. G. MATERIAL USED FOR STRUCTURAL FILL SHALL CONFORM TO THE FOLLOWING GRADATION: ARCH. Architect, Architectural LAV. Lavatory SIEVE SIZE: PERCENT PASSING SIEVE SIZE: PERCENT PASSING: 7. THE REQUIREMENTS FOR SEISMIC LOADS HAVE BEEN INCORPORATED INTO THE DESIGN CONSULTANTS: ASB. Asbestos LTG. Lighting 3V2' 100 #40 5-45 OF THE STRUCTURAL, MECHANICAL, AND SUSPENDED CEILING SYSTEMS AS REQUIRED A.P.B.O. As Provided By Owner MACH. Machine 3/4" 50-100 #100 0-1 5 FOR THE NEW CONSTRUCTION. y4' 30-75 #200 0-5 A.S.B.O. As Selected By Owner MAINT. Maintenance 8. SIGNAGE SHALL BE PLACED ON THE WALL ADJACENT TO THE LEVEL SIDE OF A ROOM ASPH. Asphalt MERG. Manufacturer 7. BOTTOMS OF EXTERIOR FOOTINGS SHALL BE AT LEAST 4'-0" BELOW FINISHED GRADE. DOOR AT A HEIGHT OF 5' A.F.F. ASSY. Assembly M.BD. Marker Board 8. PROVIDE EXTERIOR AND/OR INTERIOR FOOTING DRAINS AS REQUIRED BY SITE 9. PROVIDE AN ALUMINUM DIVIDER STRIP AT ALL DOOR THRESHOLDS WHERE TWO DIFFERENT ASST. Assistant MAS. Masonry CONDITIONS. FINISHES MEET UNLESS OTHERWISE NOTED. AUTO. Automatic M.O. Masonry Opening 9. INSTALL FOUNDATION WATERPROOFING TO BELOW GRADE SURFACES BM Beam MAT. Material I DEMOLITION SYMBOLS 13 RG. Bearm MAX. Maximum 10. INSTALL FOUNDATION INSULATION AS REQUIRED BY LOCAL CODES. g I . REMOVE ALL MATERIALS, ASSEMBLIES AND CONSTRUCTED ELEMENTS AS REQUIRED TO BEV. Bevel, Beveled MECH, Mechanical ACCOMMODATE THE NEW CONSTRUCTION. EXISTING WALL BIT. Bitummous MEZZ. Mezzanine METALS 2. PROTECT ALL EXISTING FINISHES AND SPACES NOT AFFECTED BY THE CONSTRUCTION OR C----- WALL TO BE DEMOLISHED BLK. Block MIN. Minimum DIRECTLY ADJACENT TO THE CONSTRUCTION. ALL EXISTING FINISHES AFFECTED BY THE BLKG. Blocking MISC. Miscellaneous I . STRUCTURAL STEEL COMPONENTS SHALL CONFORM TO THE CURRENT SPECIFICATIONS DEMOLITION WORK ARE TO BE RETURNED TO A STATE OF FINISH EQUIVALENT TO THAT NEW STUD WALL FOR THE DESIGN, FABR FABRICATION AND ERECTION OF STRUCTURAL STEEL FOBUILDINGS AS PRIOR TO COMMENCEMENT OF THE WORK. BD. Board N North ADOPTED BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. NEW CMU WALL BOT. Bottom N.I.C. Not In Contract 3. PROVIDE DUST-PROOF PARTITIONS SEPARATING THE DEMOLITION AND WORK AREAS 2. UNLESS OTHERWISE NOTED, ALL STRUCTURAL STEEL SHALL BE IN ACCORDANCE WITH FROM AREAS UNAFFECTED BY THE CONSTRUCTION. B.O. Bottom Of N.T.S. Not To Scale ASTM SPECIFICATIONS A-3G. STEEL FOR PIPE COLUMNS SHALL BE IN ACCORDANCE WITH ` ' '`• �' `•; NEW FOUNDATION WALL B.E.J. Brick Expansion Joint OFF. Office ASTM SPECIFICATIONS A-501 . 4. CLEAN ALL AREAS OF THE PROJECT PERIODICALLY TO MAINTAIN A SAFE AND CLEAR BLDG. Building O.C. On Center WORKING ENVIRONMENT. PROVIDE FINAL CLEANING OF THE ENTIRE PROJECT SITE AT THE B.U.R. Built Up Roofing O.H. Overhead 3. ALL STEEL-TO-STEEL CONNECTIONS SHALL BE FABRICATED IN ACCORDANCE WITH COMPLETION OF THE PROJECT WORK. OFFICE INDUSTRY STANDARD PRACTICES FOR BOLTED OR WELDED CONNECTIONS. ® ROOM NAME/ CAB. Cabinet O.D. Outside Diameter 5. PROVIDE TEMPORARY SHORING OR BRACING AS REQUIRED TO PROPERLY COMPLETE THE ROOM NUMBER C.U.H. Cabinet Unit Heater PTD. Painted 4. ALL STEEL SHALL BE PAINTED WITH ONE SHOP COAT OF RED-OXIDE PRIMER. GALVANIZED WORK. COORDINATE SHORING WITH ALL SUB-CONTRACTORS, AND NOTIFY THE ARCHITECT MEMBERS SHALL BE UTILIZED WHERE SHOWN ON THE DRAWINGS. OF ANY PROBLEMS OR CONCERNS IMMEDIATELY. CAP. Capacity PR. Pair 2 CASE Casement P.T.D. Paper Towel DispenserWO 0 D G. ENSURE THAT EXISTING MECHANICAL AND ELECTRICAL SYSTEMS CONTINUE TO FUNCTION A3.2 SECTION MARKER AS PRACTICAL THROUGHOUT THE CONSTRUCTION PROCESS. COORDINATE WITH THE CLG. Ceiling PASS. Passage OWNER DIRECTLY ANYTIME PERIODS DURING WHICH ESSENTIAL SERVICES MAY BE CLGHT. Ceiling Height PERP. Perpendicular NON-FUNCTIONING OR DISCONNECTED. CEM. Cement PLAS. Plaster I . ALL STRUCTURAL WOOD SHALL BE IN ACCORDANCE WITH THE "NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION" AND THE "MANUAL OF HOUSE FRAMING" AS 7. REMOVE EXISTING ROOF AND SIDING AS REQUIRED TO ACCOMMODATE THE NEW I CTR. Center PLAM. Plastic Laminate PUBLISHED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION (NEPA), INCLUDING CONSTRUCTION. ERECT TEMPORARY BARRIERS OR PROTECTIONS AS NECESSARY TO A2. I ELEVATION MARKER ^ , CL. Centerline PL. Plate PROVISIONS FOR NAILING, FIRE STOPPING, ANCHORAGE, FRAMING AND BRACING. PROTECT THE EXISTING BUILDING FROM THE ELEMENTS DURING THE CONSTRUCTION W C.T. Ceramic Tile PLUMB. Plumbing 2. UNLESS OTHERWISE SHOWN ON THE DRAWINGS, STRUCTURAL LUMBER SHALL BE AS PROCESS. C.BD. Chalk Board PLYWD. Plywood FOLLOWS: CLO. Closet PVC. Polyvinylchloride a. INTERIOR EXPOSURE: ALL STRUCTURAL WOOD PROTECTED FROM MOISTURE AND S1 TE 203 DOOR IDENTIFICATION >_ WEATHER SHALL BE HEM FIR#2 OR BETTER, UNLESS OTHERWISE NOTED ON THE 0 > Z COL. Column F.E.J. Precast Expansion Joint DRAWINGS. I . PERFORM ALL WORK IN THIS SECTION IN CONFORMANCE WITH THE FINAL SOILS Q - CONC. Concrete PREFAB. Prefabricated b. EXTERIOR EXPOSURE: ALL STRUCTURAL WOOD EXPOSED TO MOISTURE, THE COMPACTION, GEOLOGICAL REPORTS AND APPROVED SITE GRADING PLANS AS ACCEPTED O WINDOW IDENTIFICATION WEATHER, WITHIN 8 INCHES OF SOIL, OR LESS THAN 18 INCHES FROM THE FLOOR BY OWNER AND BUILDING DEPARTMENT. IN THE ABSENCE OF THE NECESSARY CONE. Conference QTY. Quantity OF A CRAWLSPACE SHALL BE PRESSURE-TREATED SOUTHERN YELLOW PINE#2 OR SUBSURFACE SURVEY, THE CONTRACTOR SHALL HIRE A LICENSED SOILS ENGINEER TO CJ Control Joint O.T. Quarry Tile BETTER, WITH MINIMUM RETENTION MEETING OR EXCEEDING THE REQUIREMENTS OF INVESTIGATE THE SITE, AND SUBMIT A REPORT OF THIS WORK TO THE ARCHITECT. IFA O WALL IDENTIFICATION 70 _W U) THE BUILDING CODE. DISCREPANCY FROM THE PRESUMED SOIL BEARING CAPACITY EXISTS, CONTRACTOR Cn CONT. Continuous RAD. Radius c. PLYWOOD: PLYWOOD SHALL BE IN ACCORDANCE WITH THE AMERICAN PLYWOOD SHALL NOT PLACE FOUNDATIONS WITHIN WRITTEN INSTRUCTIONS FROM CONTR. Contractor RWC Rain Water Conductor ASSOCIATION (APA) SPECIFICATIONS (Y510). PLYWOOD FLOOR DECKING SHALL BE ARCHITECT/ENGINEER.. C01-_ 4 D COLUMN IDENTIFICATION 0CORR. Corridor RE'CV. ReceivingCONTINUOUS OVER TWO OR MORE SPANS WITH GRAIN OF FACE PLIES ACROSSW -U) CRS. Course, Courses REFR. Refrigerator SUPPORTS. 2. PRESUMPTIVE SOIL BEARING CAPACITY IS 4,000PSF ON UNDISTURBED SOIL. ALL I. PLWOOD ROOF SHEATHING: C-D/EXf-APA, 3/4'THICK CONCRETE FOOTINGS SHALL BEAR ON UNDISTURBED SOIL OR ENGINEERED FILL. BOTTOM ELEVATION MARKER W � DEG. Degree REINF. Reinforce II. PLWOOD WALL SHEATHING: C-D/EXT-APA,y2"THICK OF FOOTINGS SHALL BE 4'-0" MIN. BELOW FINISH GRADE. T_ DEMO. Demolition RF 1,4 Remove III. PLWOOD SUBFLOOR: C-[)/EXT-APA, 3/4"THICK 3. NO EXCAVATIONS SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN co DEPT. Department REQ'D Recluired 3. PLATES AND SILLS SHALL BE BOLTED TO FOUNDATION WALLS USING 1/2 INCH BY 12 y2 THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF A FOOTING. DET. Detail REV. Revised, Revision INCHES HOOKED ANCHOR BOLTS SPACED AT 48 INCHES ON CENTER MAXIMUM, UNLESS DIA. Diameter R. Riser OTHERWISE SHOWN ON THE DRAWINGS. PLATES AND SILLS SHALL BE SET LEVEL. PLATES 4. ALL BACKFILL AT STRUCTURES, SLABS, STEPS AND PAVEMENTS SHALL BE CLEAR AND SILLS SHALL BE PRESSURE TREATED. GRANULAR FILL, COMPACTED TO 95% MAXIMUM DRY DENSITY DETERMINED IN DIM. Dimension R.D. Roof Drain ACCORDANCE WITH ASTM D-1557. DIST. Distance RM. Room 4. NAILING SCHEDULE SHALL BE IN ACCORDANCE WITH THE LOCAL BUILDING CODE'S DR. Door S.N.D. Sanitary Napkin Dispenser "RECOMMENDED FASTENING SCHEDULE". NAIL PLYWOOD SHEATHING AND SUBFLOORING 5. BACKFILL AT LAWNS AND UNPAVED AREAS SHALL BE FREE OF CLAY, ROCK OR GRAVEL G"O.0 AT EDGES AND 12"O.C. ALONG INTERMEDIATE SUPPORTS, LEAVING SPACES LARGER THAN 2" IN ANY DIRECTION, DEBRIS, VEGETABLE MATTER, WASTE AND FROZEN DBL. Double S.N.R. Sanitary Napkin Receptacle BETWEEN PANELS AS RECOMMENDED BY THE APA. UTILIZE RING-SHANK OR SCREW TYPE MATERIALS. COMPACT TO 90% MAXIMUM DENSITY IN ACCORDANCE WITH ASTM D-1557. ISSUED FOR: - D.H. Double Hung SCHED. Schedule NAILS FOR PLYWOOD SUBFLOORING AND APPLY APPROPRIATE CONSTRUCTION ADHESIVE TO ADEQUATELY SECURE PLYWOOD TO FLOOR JOISTS. G. ALL SLABS ON GRADE SHALL BEAR ON MECHANICALLY COMPACTED CRUSHED STONE DN Down S,C. Scupper CAPABLE OF SUPPORTING 2,000PSF. • D.S. Downspout S°CT. Section 5. JOIST HANGERS, COLUMN CAPS OR BASES, AND OTHER METAL FABRICATIONS, WHERE DWG. Drawing S.J. Seismic Joint REQUIRED OR INDICATED, SHALL BE OF APPROPRIATE SIZE AND TYPE FOR MEMBERS AND CONCRETE SUPPORT CONDITIONS, AS MANUFACTURED BY SIMPSON STRONG-TIE OR EQUAL. WHERE REVISION DATE: ALTERATIONS TO DRAWING: D.F. Drinking Fountain SHT. Sheet FLANGE-SUPPORT JOIST HANGERS ARE USED IN CONJUNCTION WITH STEEL BEAMS, CARE EA. Each SIM. Similar SHALL BE TAKEN TO INSTALL THE HANGERS CLEAR OF CONTACT WITH THE STEEL BEAM BY INSTALLING 2X TOP PLATE IN ACCORDANCE WITH ABOVE CONDITIONS: IN NO CASE SHALL I . ALL CONCRETE WORK SHALL BE IN COMPLIANCE WITH THE "BUILDING CODE ELEC. Electric, Electrical S.D. Soap Dispenser 2X TOP PLATE BE NARROWER THAN THE WIDTH OF THE FLANGE TO WHICH IT IS ATTACHED REQUIREMENTS FOR REINFORCED CONCRETE" (ACI 3 18) AND "SPECIFICATIONS FOR EWC. Electric Water Cooler S.T.D. Sound Transmission Class NOR MORE THAN 1/2" LARGER. CONTRACTOR SHOULD BE AWARE THAT JOIST HANGERS STRUCTURAL CONCRETE FOR BUILDING" (ACI 301). EL. Elevation S.T.C. Sound Transmission Coefficient AND OTHER METAL FABRICATIONS MAY REQUIRE SPECIAL ORDERING WELL PRIOR TO THE ACTUAL TIME AT WHICH THE HANGERS WILL BE NEEDED. THOUGH INDICATED IN CATALOGS 2. CONCRETE SHALL HAVE THE FOLLOWING MINIMUM COMPRESSIVE STRENGTH AT THE AGE ELEV. Elevator SPEC. Specifications AS "STOCK", SOME "STOCK" HANGERS ARE ACTUALLY SPECIAL ORDER ITEMS. OF 28 DAYS: 3000P51, EXCEPT 4000P51 FOR EXTERIOR WORK. EMERG. Emergency S0. Square 3. CONCRETE SHALL HAVE A SLUMP NOT EXCEEDING 5", EXCEPT FOR 4" SLABS. EQ. Equal S.F. Square Feet G. NOTCHING SHALL NOT EXCEED I/GIH OF THE DEPTH OF JOIST OR RAFTER AND SHALL OCCUR ONLY IN THE OUTER QUARTER OF THE SPAN. NOTCHES SHALL NOT BE PERMITTED EQUIP. Equipment S.S. Stainless Steel IN THE MIDDLE HALF OF THE SPAN NOR SHALL THEY EXCEED I/GTH THE DEPTH. NOTCH 4. CONCRETE STRUCTURES AND SLABS EXPOSED TO FREEZING AND THAWING, DEICER LENGTH SHALL NOT EXCEED 1/3RD OF THE JOIST DEPTH. CHEMICALS, OR SUBJECT TO HYDRAULIC PRESSURE SHALL BE AIR-ENTRAINED TO HAVE A EXIST. Existing STD. Standard TOTAL AIR CONTENT AT THE POINT OF PLACEMENT WITHIN A TOLERANCE OF PLUS OR E.T.R. Existing To Remain STL. Steel 7. HOLES IN JOISTS OR RAFTERS SHALL OCCUR IN THE MIDDLE I/3RD OF THE SPAN AND MINUS I% AS FOLLOWS: EXP. Expansion STOR. Storage I/3RD OF DEPTH. THE HOLE DIAMETER SHALL NOT EXCEED 1/3RD OF THE JOIST DEPTH. G% FOR MAXIMUM 3/4' AGGREGATE PHASE: HOLES IN ENGINEERED LUMBER PRODUCTS SHALL BE IN ACCORDANCE WITH 5% FOR MAXIMUM I" AGGREGATE EXT. Exterior STRUCT. Structure, Structural MANUFACTURER'S GUIDELINES. 4% FOR MAXIMUM lye" AGGREGATE E.I.F.S. Exterior Insulation Finish System S.STL. Structural Steel ALL OTHER CONCRETE SHALL BE AIR-ENTRAINED TO A TOTAL AIR CONTENT OF 2%TO 4% FT. Feet, Foot SUSP. Suspend, Suspention 8. PROVIDE SOLID BLOCKING AS REQUIRED TO SUPPORT FIXTURES, RAILINGS, SHELVES, CLEATS, TRIM, ETC., AND AS REQUIRED TO SUPPORT EDGES OF PLYWOOD AND 5. CONTRACTOR SHALL PROVIDE ADEQUATE PROTECTION FOR THE CURING OF CONCRETE AS F.R.G.P. Fiber Reinforced Gypsum Panel S.A.T.C. Susp. Acoustic Tile Ceiling WALLBOARD, IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS AND/OR DIRECTED BY ACI 301 . USE OF CALCIUM CHLORIDE SHALL NOT BE PERMITTED. DRAWING NAME: FIN. Finish, Finished T.BD. Tack Board GOOD CONSTRUCTION PRACTICE. G. REINFORCING BARS SHALL BE DEFORMED BILLET STEEL BARS AND CONFORM TO ASTM F.E. Fire Extinguisher THRU Through 9. ENGINEERED LUMBER INDICATED ON THE DRAWINGS SHALL BE INSTALLED IN ACCORDANCE A-G 15-GRADE GO. WELDED WIRE FABRIC SHALL CONFORM TO ASTM-A-185. F.R. Fire Retardant T.P.D. Toilet Paper Dispenser WITH THE MANUFACTURER'S RECOMMENDATIONS. JOISTS LABELED TJI ARE COMPOSITE GENERAL NOTES FPRFG. Fireproofing T.M.E. To Match Existing I-JOISTS AS MANUFACTURED 13YTRU5-JOI5T. MEMBERS LABELED LVL ARE LAMINATED 7. REINFORCING BARS MARKED "CONT." SHALL BE LAPPED 32 BAR DIAMETERS AT SPLICES VENEER LUMBER(1 .9E MICROLLAM BY TRUS-JOIST). THE SUBSTITUTION OF OTHER , AND CORNERS, HOOKED AT DISCONTINUOUS ENDS. WELDED WIRE FABRIC SHALL BE FIXT. Fixture TtG Tounge and Groove PRODUCTS ARE ONLY PERMITTED WITH BACKUP ENGINEERING PLANS AND CALCULATIONS. LAPPED G" AT END SPLICES. FLR. Floor T.O. Top Of JOB#: #1807-DESEMONE RESIDENCE 10. EXISTING CONDITIONS: DETAILS OF CONNECTIONS OF NEW TO EXISTING ARE FOR 8. CONCRETE COVER FOR REINFORCING SHALL BE AS FOLLOWS: F.D. Floor Drain TYP. Typical GENERAL INTENT ONLY. CONTRACTOR SHALL EXPOSE EXISTING CONDITIONS TO VIEW FOR A. CONCRETE PLACED ON EARTH 3" FILE NAME: FLR.FIN. Floor Finish U.L. Underwriter's Laboratory ARCHITECT'S REVIEW PRIOR TO ORDERING ANY MATERIALS FOR WORK WITH THE NEW B. FORMED CONCRETE EXP. TO GROUND OR WEATHER: #5 BARS * SMALLER lye' #G CONNECTIONS. DETAILS SHOWN ARE BASED ON ASSUMPTIONS AND WILL BE SUBJECT TO BARS * LARGER 2" DRAWN BY: D.A.N. DATE: 4.25.18 FTG. Footing U.H. Unit Heater CHANGE FOR THE CONDITIONS AS THEY ACTUALLY EXIST IN THE FIELD. ARCHITECT SHALL C. FORMED CONCRETE NOT EXPOSED TO WEATHER: 3/4' FDN Foundation U.V. Unit Ventillator � C KIED BY: D.A.N. SCALE: NOTED NOT BE RESPONSIBLE FOR MATERIALS ORDERED PRIOR TO ARCHITECTS REVIEW OF THE FU RN. Furnish, Furnishings, Furniture U.O.N. Unless Otherwise Noted EXISTING CONDITIONS AFTER EXPOSURE BY THE CONTRACTOR. 9. CONTRACTOR SHALL INSTALL ALL ANCHORS, ANCHOR BOLTS, LEVELING PLATES, AND ALL FURR. Furred, Furrin VEST. Vestibule INSERTS TO BE SET IN CONCRETE AS REQUIRED FOR THE WORK OF ALL TRADES. S A CyZ� SHEET: 9 THIS DOCUMENT,INCLUSIVE OF THE IDEAS � D NO � • GA. Gauge VCT. Vinyl Composition Tile 10. ALUMINUM OBJECTS SHALL NOT BE EMBEDDED OR IN CONTACT WITH CONCRETE. AND DESIGNS INCORPORATED HEREIN,IS FURNISHED AS AN INSTRUMENT OF GALV. Galvanized W.P. Waterproofing I I . REINFORCED CONCRETE FLOOR SLABS SHALL BE PLACED ON A MINIMUM OF G" OF CONTRACTOR TO VERIFY ALL PROFESSIONAL SERVICE AND REMAINS THE GYP. BD. Gypsum Board W.W.F. Welded Wire Fabric 3 DIMENSIONS IN THE FIELD SOLE PROPERTY OF 360 DESIGN PLUS,LLC ___ �, G1 . 0 CRUSHED /8 STONE ON STRUCTURAL FILL PLACED IN 8 LAYERS AND COMPACTED TO AND REPORT ANY DISCREPANCIES AND IS NOT TO BE USED IN G.C. General Contractor W/ With 95% OF MODIFIED OPTIMUM DENSITY ON FIRM, INORGANIC, VIRGIN SOIL. NOT LESS THAN ONE LAYER OF STRUCTURAL FILL SHALL BE USED. TO THE DESIGNER BEFORE OTHER PROJECTS WITHOUT THE EXPRESS 0403 O H.C. Handicapped WD. Wood PROCEEDING WITH WORK. WRITTEN AUTHORIZATION OF THE ARCHITECT F p E� ELECTRICAL MOUNTING FINISHES MOISTURE I . ALL DIMENSIONS ARE TO THE CENTER OF THE DEVICE UNLESS OTHERWISE NOTED. SEE GYPSUM BOARD I . THE FOLLOWING SPECIFICATION SHALL GOVERN WITH MODIFICATIONS AS SPECIFIED ELECTRICAL DRAWINGS FOR TYPES AND LOCATIONS. I . PROVIDE AND INSTALL GYPSUM WALL BOARD IN ACCORDANCE WITH AMERICAN STANDARD HERIN: AMERICAN SOCIETY OF HEATING, REFRIGERATING AND AIR CONDITIONING SPECIFICATIONS FOR THE APPLICATION AND FINISHING OF GYPSUM WALLBOARD, AS ENGINEERS (A5HRAE) HANDBOOK OF FUNDAMENTALS. 2. RECEPTACLES: LOCATED IN BASE TRIM, TYP. (AT LOCATIONS ABOVE CASEWORK, MOUNT APPROVED BY THE AMERICAN STANDARDS ASSOCIATION, LATEST EDITION; APPLICABLE BOTTOM OF RECEPTACLE AT 2" ABOVE BACKSPLASH, AT LOCATIONS BELOW CASEWORK, DESIGN-1-PARTS THEREOF ARE HEREBY MADE A PART OF THIS SPECIFICATION EXCEPT WHERE MORE 2. INSTALL FLASHING AND SHEET METAL IN COMPLIANCE WITH "ARCHITECTURAL SHEET METAL lus STRINGENT REQUIREMENTS ARE CALLED FOR IN THE SPECIFICATION, IN LOCAL CODES, OR MANUAL" BY SMACNA. MOUNT AT 24" A.F.F. BY THE MANUFACTURER OF THE GYPSUM WALLBOARD, WHOSE REQUIREMENTS SHALL BE 3. WIREMOLD: 24" A.F.F. (AT LOCATIONS ABOVE CASEWORK, MOUNT BOTTOM OF FOLLOWED. 3. PROVIDE AND INSTALL FLASHING AT ALL ROOF AND WALL CONDITIONS, PROJECTIONS OF WIREMOLD AT 2" ABOVE BACK5PLA5H) WOOD BEAMS THROUGH EXTERIOR WALLS, EXTERIOR OPENINGS AND ELSEWHERE AS 2. PROVIDE AND INSTALL MOISTURE-RESISTANT GYPSUM WALLBOARD WHERE REQUIRED. REQUIRED TO PROVIDE WATERTIGHT/WEATHERPROOF PERFORMANCE. David A. Noe, AIA 4. EXTERIOR RECEPTACLES:A 24" A.F.G. (20" A.F.F.) PROVIDE TYPE X GYPSUM BOARD AS CALLED FOR ON THE DRAWINGS. 4 Stonewood Dr. 4. SLOPES OF 4" IN 12" OR GREATER: ASPHALT SHINGLE ROOFS SHALL HAVE AN 5. SWITCHES: 48" A.F.F. 3. PROVIDE V,5"TYPE X GYPSUM BOARD AT ALL WALLS BETWEEN GARAGE AND HOUSE. UNDERLAYMENT OF NOT LESS THAN ONE PLY OF#15 FELT, APPLIED AS REQUIRED Old Lyme, CT. PROVIDE Vb"TYPE X GYPSUM BOARD AT GARAGE CEILING WHICH HAS LIVING SPACE SECTION R-802 AND TABLE NUM. R-803.4. dnoe@360designplUS.eom G. BOILER EMERGENCY SWITCHES: GO" A.F.F. ABOVE. 5. THE NET FREE VENTILATION AREA SHALL NOT BE LESS THAN I TO 150 OF THE AREA OF (617)-549-5457 7. DATA/ PHONE OUTLETS: LOCATED IN BASE TRIM, TYP. COOK. W/OWNER PAINT THE SPACE VENTILATED EXCEPT THAT THE AREA MAY BE I TO 300, PROVIDED AT LEAST I . APPLICATION OF PAINT OR OTHER COATING SHALL BE IN STRICT ACCORDANCE WITH 50 PERCENT OF THE REQUIRED VENTILATING AREA IS PROVIDED BY VENTILATORS 8. TV OUTLETS: LOCATED IN BASE TRIM, TYP. COOK. W/OWNER MANUFACTURER'S INSTRUCTIONS. READY-MIXED PAINT SHALL NOT BE THINNED, EXCEPT LOCATED IN THE UPPER PORTION OF THE SPACE TO BE VENTILATED AT LEAST 3 FEET CONSULTANTS: AS PERMITTED IN THE APPLICATION INSTRUCTIONS AND WITH PRIOR APPROVAL. ABOVE SAVE OR CORNICE VENTS WITH THE BALANCE OF THE REQUIRED VENTILATION 9. WALL PHONE: 48" A.F.F. TO CENTER OF EARPIECE PROVIDED BY SAVE OR CORNICE VENTS. THE NET FREE CROSS-VENTILATION AREA MAY FLOORING MATERIAL NOT BE LESS THAN I TO 300 OF THE AREA OF THE SPACE VENTILATED WHEN THE VAPOR 10. SECURITY KEYPAD: 48" A.F.F. I . INSTALL CERAMIC TILE OR NATURAL STONE TILE IN COMPLIANCE WITH PERTINENT BARRIER HAVING A TRANSMISSION RATE NOT EXCEEDING I PERM IS INSTALLED ON THE RECOMMENDATIONS CONTAINED IN THE TILE COUNCIL OF AMERICA "HANDBOOK FOR WARM SIDE OF THE CEILING. 1 1 . WALL MOUNTED CLOCKS AND SPEAKERS: +/- 7-G" A.F.F. COORD. WITH BLOCK COURSING CERAMIC TILE INSTALLATION" AND MANUFACTURER'S INSTRUCTIONS. AS OCCURS. CONSULT ARCHITECT IF CEILING HEIGHT CONFLICTS. G. PROVIDE AND INSTALL BUILDING THERMAL INSULATION IN ACCORDANCE WITH THE 2. PROVIDE MANUFACTURER APPROVED UNDERLAYMENT FOR ALL FLOORING TYPES CALLED FOLLOWING: OUT IN CONTRACT DOCUMENTS. A. EXTERIOR WALLS: R-19 MINIMUM B. CATHEDRAL CEILINGS: K-30 MINIMUM ELECTRICAL WALLS C. FLAT CEILINGS: R-38 MINIMUM D. CEILINGS OVER UNCONDITIONED SPACE: R-1 9 MINIMUM E. FLOORS OVER OUTSIDE SPACE: R-30 MINIMUM I . ELECTRICAL CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TO COMMENCING I . NPECODE GYPSUM BOARD IN A ONE OR TWO HOUR RATED PARTITION MUST BEAR THE F. WALL ADJ. TO UNFIN15H SPACE: K-I I MINIMUM WORK. U.L. CLASSIFICATION. 7. PROVIDE AND INSTALL BATT INSULATION AT WINDOW SHIM SPACES. 2. ELECTRICAL CONTRACTOR SHALL DESIGN, PURCHASE AND INSTALL ALL NEW COMPONENTS 2. FOR SMOKE RESISTANT SEPARATIONS, PROVIDE FIRE SAFING AND SEALANT AT FLOOR, AS REQUIRED TO PROPERLY SERVICE THE SPACE(S) AFFECTED BY THIS CONSTRUCTION ROOF DECK AND ALL PENETRATIONS TO PREVENT THE PASSAGE OF SMOKE. 8. FIT INSULATION TIGHT WITHIN SPACES AND TIGHT TO AND BEHIND MECHANICAL AND PROJECT. IF THE MODIFICATION OF EXISTING ELECTRICAL SYSTEMS IS NECESSARY, SUCH ELECTRICAL SERVICES WITHIN THE PLANE OF INSULATION. LEAVE NO GAPS OF SPACES MODIFICATIONS SHALL NOT ADVERSELY AFFECT THE OPERATION OF THESE SYSTEMS. 3. FOR ALL FIRE RATED PARTITIONS, PROVIDE FIRE SAFING AND SEALANT AT FLOOR, ROOF BEING SURE NOT TO COMPRESS GLASS INSULATION. DECK AND ALL PENETRATIONS TO PREVENT THE PASSAGE OF SMOKE. THE FIRE SAFING 3. COORDINATE ELECTRICAL WORK WITH THE WORK OF OTHER TRADES. DO NOT ALTER THE AND SEALANT SYSTEM MUST MAINTAIN THE RATING OF THE SEPARATION. 9. FIT INSULATION TIGHT WITHIN SPACES AND TIGHT TO AND BEHIND MECHANICAL AND WORK OF PREVIOUS TRADES WITHOUT PRIOR APPROVAL. ELECTRICAL SERVICES WITHIN THE PLANE OF INSULATION. LEAVE NO GAPS OF SPACES 4. AT ALL NON-RATED PARTITIONS, FILL ALL VOIDS INCLUDING METAL DECK FLUTES WHERE BEING SURE NOT TO COMPRESS GLASS INSULATION. 4. PERFORM ALL NEW ELECTRICAL WORK IN ACCORDANCE WITH LOCAL CODES AND PARTITIONS MEET THE STRUCTURE ABOVE WITH BATT INSULATION. ACCEPTED STANDARDS OF PRACTICE. 10. INSTALL VENTING IN SLOPED CEILING AREAS TO PERMIT AIRFLOW ALONG THE COOL SIDE 5. AT ALL NON-RATED PARTITIONS, FILL ALL VOIDS BETWEEN PIPES, ELECTRICAL CONDUITS, OF THE INSULATION FROM THE SAVE TO RIDGE. 5. COORDINATE THE FINAL LOCATION OF ALL ELECTRICAL DEVICES AND THEIR INTENDED DUCTWORK, ETC. WHERE THEY PENETRATE WALLS, WITH BATT INSULATION. OPERATION WITH THE OWNER. 1 1 . INSTALL EITHER INTERIOR AND/OR EXTERIOR FOUNDATION INSULATION AS REQUIRED BY G. AT ALL NON-RATED PARTITIONS AND PARTITIONS WITH NO S.T.C. REQUIREMENTS, EXTEND LOCAL BUILDING CODES SHEATHING TO ThE FINISHED CEILING CONSTRUCTION, TYPICAL. 12. PROVIDE AND INSTALL JOINT SEALERS TO COMPLY WITH MANUFACTURER'S PRINTED 7. SEE WALL SECTIONS FOR EXTERIOR WALL CONSTRUCTION. INSTRUCTIONS APPLICABLE TO PRODUCTS AND APPLICATIONS INDICATED AND TO THE FOLLOWING SPECIFICATIONS: ELA5TOMERIC SEALANT: ASTM C-92G SOLVENT-RELEASE-CURING SEALANT: ASTM C-804 LATEX SEALANT: ASTM C-790 ACOUSTICAL SEALANT: ASTM C-919 W 13. PROVIDE AND INSTALL GUTTERS AND DOWNSPOUTS AS PER SMACNA ARCHITECTURAL W SHEET METAL MANUAL. FIRE DOORS WINDOWS 0 ' z Q .0 1 . ONE SMOKE ALARM SHALL BE PROVIDED IN EACH SEPARATE SLEEPING AREAS. 1 . REFERENCE STANDARDS FOR METAL DOORS, WOOD DOORS, AND WINDOWS SHALL BE AS EW FOLLOWS: Cz 2. ONE SMOKE ALARM SHALL BE PROVIDED OUTSIDE OF EACH SEPARATE SLEEPING AREA INT A. UNDERWRITER'S LABORATORIES, INC.: BUILDING MATERIALS DIRECTORY. 0 � U) THE IMMEDIATE VICINITY OF THE BEDROOMS. B. NATIONAL FIRE PROTECTION ASSOCIATION: PAMPHLET NO. 80 STANDARD FOR FIREa) N DOORS AND WINDOWS. 3. A SMOKE ALARM SHALL BE LOCATED ON EACH ADDITIONAL STORY OF THE DWELLING, C. NATIONAL WOODWORK MANUFACTURER'SF ASSOCIATION: I.S., 1078: WOOD LUSH ( INCLUDING BASEMENTS BUT NOT INCLUDING CRAWL SPACES AND UNINHABITABLE ATTICS. DOORS. w C/) IN DWELLINGS OR DWELLING UNITS WITH SPLIT LEVELS AND WITHOUT AN INTERVENING D. AIR LEAKAGE: ASTM E253 DOOR BETWEEN THE ADJACENT LEVELS, A SMOKE ALARM INSTALLED ON THE UPPER LEVEL E. WATER RESISTANCE: ASTM E331 (�'/) (VI/, CO LL co SHALL SUFFICE FOR THE ADJACENT LOWER LEVEL PROVIDED THAT THE LOWER IS LESS r THAN ONE FULL STORY BELOW THE UPPER LEVEL. 2. GLAZING IN ALL LOCATIONS WHICH MAY BE SUBJECT TO HUMAN IMPACT, AS LISTED IN Q C.A.B.O. SECTION K-208.4, SUCH AS FRAMELESS GLASS DOORS, GLASS ENTRANCES 4. ALL SMOKE ALARMS SHALL BE INTER CONNECTED SUCH THAT ACTUATION OF ONE WILL AND EXIT DOORS, FIXED GLASS PANELS, SLIDING GLASS DOORS, SHOWER DOORS, TUB ACTUATE ALL SMOKE ALARMS SIMULTANEOUSLY. ENCLOSURES, AND STORM DOORS SHALL MEET THE DOOR REQUIREMENTS SET FORTH IN THE BUILDING CODE AND THE SAFETY STANDARD FOR GLAZING MATERIALS (I G CFR 1202). 5. ALL SPRINKLER PIPING IS TO BE LOCATED ABOVE FINISH CEILING UNLESS OTHERWISE ALL GLAZING WHICH IS LOCATED 18" ABOVE THE FINISH FLOOR AND 24" ADJACENT TO A NOTED. (UPPER LEVEL SPRINKLER PIPING TO EXTEND INTO THE ATTIC SPACE WHEN DOOR JAMB SHALL BE TEMPERED. INSULATED). 3. ALL MANUFACTURED WINDOWS AND SLIDING GLASS DOORS SHALL MEET THE AIR G. SPRINKLER HEADS SHALL BE LOCATED AS SHOWN ON THE PLUMBING DRAWINGS. INFILTRATION STANDARDS OF THE 1972 AMERICAN NATIONAL STANDARDS INSTITUTE ISSUED FOR: ASTM E283-73 WITH A PRESSURE DIFFERENTIAL OF 1 .57 POUNDS PER SQUARE FOOT 7. CO2 DETECTORS SHALL BE INSTALLED ACCORDING TO LOCAL CODES. AND SHALL BE CERTIFIED AND LABELED. 4. EXTERIOR ENTRANCE DOORS SHALL BE 13/4'THICK INSULATED METAL DOORS OR MECHANICAL APPROVED EQUAL AND SHALL MEET THE FOLLOWING REQUIREMENTS: AIR INFILTRATION: ASTM E283 WATER RESISTANCE: ASTM E331 I . MECHANICAL CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TO COMMENCING ACCOU5TICAL PERFORMANCE: ASTM E413-70T-STC 28 REVISION DATE: ALTERATIONS TO DRAWING: WORK. NOTIFY THE ARCHITECT OF ANY CONDITIONS WHICH MAY ADVERSELY AFFECT THE THERMAL TRAN51MMON: R-1 5.49 (CALCULATED) PROPER INSTALLATION OF THE NEW SYSTEMS. DOORS SHALL BE PROVIDED WITH FACTORY BACKED-ON PRIME PAINT FINISH. SIDELIGHTS SHALL BE TEMPERED GLAZING AND SIZED AS INDICATED ON DRAWING. 2. MECHANICAL CONTRACTOR SHALL DESIGN, PURCHASE AND INSTALL ALL NEW MANUFACTURER AS SELECTED BY OWNER. COMPONENTS AS REQUIRED TO PROPERLY CONDITION THE SPACE(5) AFFECTED BY THIS CONSTRUCTION PROJECT. IF THE MODIFICATION OF EXISTING SYSTEMS IS NECESSARY, 5. NATURAL LIGHT AND VENTILATION MINIMUM REQUIREMENTS: SUCH MODIFICATIONS SHALL NOT ADVERSELY AFFECT THE OPERATION OF THESE BASEMENT LIGHTNENT AREA = 2%/ I% FLOOR AREA SYSTEMS OR COMPONENTS. LIGHT AREA PER ROOM = 8% FLOOR AREA VENTILATION AREA PER ROOM = 4% FLOOR AREA 3. COORDINATE MECHANICAL WORK WITH THE WORK OF OTHER TRADES. DO NOT ALTER THE WORK OF PREVIOUS TRADES WITHOUT PRIOR APPROVAL. G. WINDOWS AS 2ND EGRESS (SLEEPING AREAS) SHALL BE MINIMUM 5.7 SQ. FT. OPENABLE AREA WITH 24" LEAST DIMENSION. MAXIMUM SILL HEIGHT SHALL BE 44" A.F.F. 4. PERFORM ALL NEW MECHANICAL WORK IN ACCORDANCE WITH LOCAL CODES AND ACCEPTED STANDARDS OF PRACTICE. 7. HANDICAPPED ACCESSIBLE DOOR HARDWARE SHALL COMPLY WITH CABG/ANSI A 1 17. 1 2003 AND UFA5/SECTION 504 REGULATIONS. PHASE: MASONRY 8. ALL DOOR LEVERS ON DOORS LEADING TO HAZARDOUS SPACES SHALL BE KNURLE 9. ALL DOORS EXITING 100 OR MORE PERSONS SHALL HAVE PANIC EXIT DEVICES I . ALL MASONRY SHALL CONFORM TO AND BE ERECTED IN ACCORDANCE WITH ACI 530 BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND ACI 530. 1 10. ALL RATED DOORS AND DOORS FRONTING CORRIDORS SHALL HAVE POSITIVE LATCHING SPECIFICATION FOR MASONRY STRUCTURES. LOCK5ETS OR LATCHSET5 AND CLOSERS. DRAWING NAME: 2. ALL MASONRY WALLS ARE TO BE CONSTRUCTED OF CONCRETE MASONRY WITH GENERAL NOTES COMPRESSIVE STRENGTH F'M = 1 500 P.S.I. THE CONTRACTOR IS RESPONSIBLE FOR ASSURING MASONRY STRENGTH AS SPECIFIED. 3. TYPE "M" OR 115" MORTAR SHALL BE USED IN ALL MASONRY. JOB#: #1807-DESEMONE RESIDENCE 4. CONTINUOUS HORIZONTAL JOINT REINFORCING SHALL BE INSTALLED IN ALTERNATE COURSES OF ALL MASONRY. EXTERIOR MASONRY VENEER SHALL BE TIED TO INTERIOR FILE NAME: MASONRY BLOCKWORK IN ACCORDANCE WITH DRAWING NOTATIONS. DRAWN BY: D.A.N. DATE: 4.25.18 5. REINFORCING STEEL FOR MASONRY SHALL BE GRADE GO. ALL LAP SPLICES SHALL BEA NEC K D.A.N. SCALE: NOTED MINIMUM OF 48 BAR DIAMETERS (I.E. #4 BAR = 24"). �I J�p 4 'fy /IV, � SHEET: THIS DOCUMENT,INCLUSIVE OF THE IDEAS cwt, > O AND DESIGNS INCORPORATED HEREIN,IS FURNISHED AS AN INSTRUMENT OF CONTRACTOR TO VERIFY ALL PROFESSIONAL SERVICE AND REMAINS THE DIMENSIONS IN THE FIELD SOLE PROPERTY OF 360 DESIGN PLUS,LLC ;1 •" ., �; 1 ■ 1 AND REPORT ANY DISCREPANCIES AND IS NOT TO BE USED IN TO THE DESIGNER BEFORE OTHER PROJECTS WITHOUT THE EXPRESS X40399 PROCEEDING WITH WORK. WRITTEN AUTHORIZATION OF THE ARCHITECT �0 N E��O 79'-0" 1 1 A3.2 1 A3.1 12"D x 24"W CONCRETE FOOTING A3 L A2'2 ' ^ REINF W1(3)#5 BARS CONT. EACH e DESIGN kplus GENERAL STRUCTURAL NOTES (IRC 2015 R301) HD HD < WAY Uj 00P a L - HD HD DESIGNLIVE LOADS - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - C9 ROOF 20 P.S.F. + DRIFT I H , . FIRST FLOOR 40 P.S.F. I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 30 P.S.F. r - - r -� - -, �- _ _ _ _ _ _ _ _ I z David A. Noe, AIA ATTIC FLOOR I I I I I 2x6 PLATE OVER 6 P.T. SILL PLATE, I I I O Stonewood Dr. I W/2"0 x L6 GALV.A307 A BOLTS I N 8 I THICKEN SLAB I � Old Lyme CT. WIND VELOCITY 130 M.P.H., EXPOSURE D I (FASTENING BOTH PLATES) @ 48"O.C. 12" z I � ") MAP 301.2.1.4 - 2015 IRC I I 8 8 TO 10"OVER ( ) I I I MAX FROM CORN RS,2 MIN. PER SILL i WALLS,TYP. i I dnoe@360designplus.com 8 PLATE. II� FOUNDATION I (617)-549-5457 I 8" USE 3x3)4 GALV.WASHERS TYP. 0 1 GENERAL 1. ALLLWORK SHALL CONFORM TO THE REQUIREMENTS OF THE I I I 7'-1 3/4" 14'-2CONSULTANTS: I 1/2" 7'-1 3/4" I I I j STATE OF NEW YORK BUILDING CODE. 1 81 I I I I I I I10 - I $ 2. DIMENSIONS AND DETAILS SHALL BE CHECKED AGAINST ARCHITECTURAL I 8" 8" _ _ _ DRAWINGS. - I L 4x6 PSL ABOVE L 4x6 PSL ABOVE I I 8 8" 10 3. THE CONTRACTOR SHALL VERIFY AND COORDINATE THE SIZE AND LOCATION OF J4 6"CONCRETE SLAB ON I I 30x3Ox12CONIC i� I 30x3Oxl2CONC i I I �6"CONCRETE SLAB ON ALL OPENINGS, SLEEVES AND ANCHOR BOLTS AS REQUIRED BY ALL TRADES. F i I GRADE @ 1ST FLOOR I I FOOTING W/(3) #5 FOOTING W/(3) #5 I GRADE @ 1ST FLOOR OPENINGS NOT SPECIFICALLY SHOWN SHALL BE APPROVED BY THE ARCHITECT. �? I - I CJ- I I - BARS EACH_VF4 I - _ BARS EACH WAY I ( - _ - CJ _ _ - I I 2 M 4. FOUNDATION WALLS SHALL BE TEMPORARILY BRACED UNTIL FRAMED SLABS END 2 N I 14' „ I GRADE@1 FLOOR 28' 6" o I „ N A2.2 SLABS ON GRADE BRACING THESE WALLS LATERALLY AGAINST EARTH PRESSURE, I , I I 33-8 WIND AND OTHER LATERAL FORCES ARE IN PLACE. A21 I I I10 10 18"13LOCK CONCRETE 5. EXPLANATION OF SECTION DIAGRAM USED: i FR05T WALL(FILLED) I I I REINF W1(1)#5 CONT. SECTION MARK HORIZONTAL TOP LAP 24" I I I STRUCTURAL SHEET WHERE I I I 1„ SECTION DRAWN I I I VERTICAL TIED INTO o O.C. I I LAP CONTINUOUS 2 CDX PLYWOOD SHEATHING W/BOTH SILL PLATES, 00 I I FOOTING CORNER BARS. I NAILING TO EACH PLATE @ 6"O.C., FOUNDATIONS I L o J I LAPPING CONTINOUS PLYWOOD 16"WITH 1. ALL FOOTINGS SHALL BEAR ON UNDISTUREBED NATURAL MATERIAL HAVING I THICKEN SLAB I I ALL STUDS AND NAILING TO EACH STUD TO 10"OVER `•' � � •� � • . . � � • -• _ � • - W/(6)8D NAILS TYP. mc AN ALLOWABLE BEARING VALUE OF 2.0 TONS PER SQUARE FOOT TOTAL I I _ _ _ _ _ _ _ _ _ _ LOAD PRESSURE OR ON 8" MINIMUM OF 1/2" DIAMETER COMPACTED CRUSHED STONE i WALLS,TYP. I I f t Q -1 I I I z 4 OVER SOLID LEDGE BROUGHT TO WITHIN 15 DEGREES OF HORIZONTAL. I I I I 2 o I I I 0- 2. ELEVATIONS OF BOTTOM OF FOOTING L - - - - - - - I � v I _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ I I � co - - - - - - - � L - - - - - - - - - - SHALL BE LOWERED IF NECESSARY TO THE REQUIRED BEARING I - - - - - - - - - - MATERIAL AS FOUND UPON EXCAVATION. IF THE REQUIRED BEARING MATERIAL IS I ❑ 6x6 PSL ABOVE 6x6 PSL ABOJE NOT ENCOUNTERED AT ELEVATIONS SHOWN, NOTIFY ARCHITECT IMMEDIATELY. _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - REINFORCED CONCRETE H D a 5'_g" H D a 28'-6" a H D „ H D P 1 35 0 1. ALL CONCRETE WORK SHALL CONFORM TO THE AMERICAN CONCRETE INSTITUTES SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS" (ACI 301-95) 2. ALL CONCRETE IS DESIGNED BY ULTIMATE STRENGTH METHODS AND SHALL BE 79'-0" NORMAL WEIGHT AIR ENTRAINED WITH A 28 DAY COMPRESSIVE STRENGTH10 OF 3500 P.S.I. LEGEND: 3. ALL REINFORCING SHALL BE HIGH STRENGTH DEFORMED BARS ASTM A 615- ?'%_:`_° 1 �_, H D INDICATES SIMPSON HDUS HOEDOWN AT BASE P INDICATES 2"CDX PLYWOOD SHEATHING GRADE 60. IPxPf OF(3) 2x STUD. NAIL PLYWOOD WALL 4. MINIMUM CONCRETE PROTECTION FOR REINFORCEMENT WHEN NOT OTHERWISE NEW CMU FOUNDATION WALL NAILED TO NEAR FACE OF STUD WALL. FULLY INDICATED SHALL BE: A�=j � SHEATHING TO EACH STUD @ 6"O.C.ANCHOR BLOCK AND NAIL ALL FREE PLYWOOD PANEL _� TO CONCRETE W/8"0 GALV FULLY THREADED CONCRETE= POUREDA N FORNST EARTH 3 FOUNDATION PLAN _ ALL DIMENSIONS TAKEN FROM FACE A307 ROD, DRILLED, EMBEDDED 12"DEEP, EDGES n , � CONCRETE= POURED IN FORMS BUT EXPOSED TO 1-1/2" EPDXY GROUTED INTO CLEAN CONCRETE. W EARTH OF, WEATHER. = - OF STUD UNLESS NOTED OTHERWISE n 5. PROVIDE 2 - #4 (1 EACH FACE) WITH 2'-0" PROJECTION AROUND ALL Scale 1/4 = V-0° c U C >_ OPENINGS IN CONCRETE. O (a) 6. WALLS SHALL HAVE NO JOINTS IN A HORIZONTAL PLANE. z 7. WIRE MESH REINFORCEMENT MUST LAP ONE FULL MESH AT SIDE AND END 70 LAPS, AND SHALL BE WIRED TOGETHER. PROVIDE ADEQUATE SUPPORTS FOR MESHEn , C TO INSURE ITS LOCATION AS SHOWN ON DRAWINGS. W Cz C +-+ 0 WOOD 16 DIA. 16 DIA. 40 DIA. n , C/) C/)1. ALL FRAMING LUMBER SHALL BE DRY (19% MAXIMUM MOISTURE CONTENT) VJ 16 DIA. DOUG-FIR No. 2 WITH THE FOLLOWING ALLOWABLE UNIT BASE WOOD POST LEGEND STRESSES: ❑ A POST ABOVE LL.I C) BENDING, SINGLE USE 850 PSI B POST BELOW co LL TENSION PARALLEL TO GRAIN 575 PSI ❑ ° ° ° U)n , COMPRESSION PARALLEL TO GRAIN 1300 PSI ❑ � AB POST ABOVE & BELOW a ° °° moi/ HORIZONTAL SHEAR 95 PSI ° ° ° aco COMPRESSION PERPENDICULAR TO GRAIN 625 PSI FRAMING CONNECTION SCHEDULE ° d ° CONNECTION SIMPSON HANGER ° o 2. PROVIDE FULL DEPTH 2x CROSS-BRIDGING FOR ALL WOOD JOISTS AT 8'-0"oc. SERIES HOOK HOOK ALL MAXIMUM SPACING AND 2x SOLID BLOCKING BETWEEN JOISTS AT ALL SUPPORTS G AR _' IF BARS AND PARTITIONS. RAFTER AT RIDGE / HIP CS STRAP REINFORCING PROVIDE ° 3. WHERE FRAMING CLIPS OR JOISTS HANGERS ARE USED, NAILING SHALL BE AS RAFTER BASE TO WALL STUD H2A SERIES CLIP HOOKED SPLICE PER MANUFACTURER'S RECOMMENDATIONS. RAFTER BASE TO RIM BOARD H8 SERIES CLIP BARS, TYP. 4. PLYWOOD NAILED TO (FRAMING SHALL BE SPACED 4 oc AT EDGES, 8 oc WALL INTERSECTIONS WALL CORNERS UPPER TO LOWER WALL STUD CS STRAP 48 AT INTERMEDIATE SUPPORTS UNLESS SHOWN OTHERWISE. "oc ISSUED FOR: 5. ALL OPENINGS SHALL BE FRAMED WITH DOUBLE MEMBERS UNLESS OTHERWISE LOWER WALL STUD TO RIM JOIST CS STRAP @ 48"oc NOTED ON PLANS. RIM JOIST TO SILL PLATE LTP4 @ 48"oc 6. ALL LAMINATED VENEER LUMBER AND COMPOSITE LUMBER SHALL BE TRUSS JOIST MICROLAM OR PARALLAM MEMBERS AS PRODUCED BY THE TRUSS JOIST MACMILLAN LOWER WALL STUD TO SILL PLATE TSP @ 48"oc a ° o° HORIZ. REINF. a � WITH THE FOLLOWING DESIGN PROPERTIES: 2x RAFTER TO ROOF BEAM LS SERIES CONT. T EIN JT BENDING 2600 PSI d 285 PSI 2x RAFTER TO ROOF HIP LS SERIES Q 'U' BARS TO MATCH HORIZONTAL SHEAR HORIZ. REINF. REVISION DATE: ALTERATIONS TO DRAWING: 1,900,000 PSI o ° >a MODULES OF ELASTICITY 2x RAFTER TO ROOF VALLEY LS SERIES 7. CONTRACTOR TO SUBMIT EXACT CONNECTION MANUFACTURER'S DATA SHEETS. 2x ROOF BEAM HU SERIES d ° 2 - #6 VERT T/3 T/3 T/3 LO 2x JOIST (FLUSH) U SERIES d d 2x FLOOR BEAM (FLUSH) HUS SERIES STRUCTURAL STEEL LUT SERIES 1. ALL STRUCTURAL STEEL IS DESIGNED BY ALLOWABLE STRESS DESIGN (ASD) TJI JOIST (FLUSH) ENDS OF WALLS CONSTRUCTION JOINT AND SHALL CONFORM TO ASTM A992 FOR SHAPES, A36 FOR PLATES. LVL ROOF BEAM WP SERIES TYPICAL WALL DETAILS 2. STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED AND ERECTED IN LVL VALLEY/RIDGE MSC SERIES ,56p\P ACCORDANCE WITH THE LATEST PROVISIONS OF AISC MANUAL OF STEEL CONSTRUCTION. LVL FLOOR BEAM HGUS SERIES 3. GRAVITY CONNECTIONS: CONNECTIONS NOT OTHERWISE DETAILED SHALL BE EXTERIOR POST BASE ABU BASE w/BOLT 36 DIA. DOUBLE ANGLE FRAMED CONNECTIONS WITH TWO BOLTS MINIMUM. ALL CONNECTIONS SHALL_ BE DESIGNED TO RESIST 50% OF THE MAXIMUM EXTERIOR POST CAP CC SERIES PHASE: UNIFORM LOAD CAPACITY UNLESS OTHERWISE NOTED ON THE DRAWINGS. SHEAR WALL POST BASE HD HDUS w/ BOLT CONT. BOTTOM WALL 4. ALL HIGH STRENGTH BOLTS SHALL CONFORM TO THE CURRENT SPECIFICATIONS REINFORCING, P. ° CONSTRUCTION FOR STRUCUTURAL JOINTS USING ASTM A325 BOLTS AS ENDORSED BY AISC. ISOLATED PSL POST CC SERIES ° ° o A ALL CONNECTIONS SHALL_ BE MADE WITH HIGH STRENGTH BOLTS ISOLATED 2x POST BC CAP / BASEc� DRAWINGS AND SHALL BE FULLY TE=NSIONED. °Q ° 5. ALL WELDING SHALL CONFORM TO THE REQUIREMENTS OF THE AMERICAN WELDING LALLY COLUMN LCC CAP ° 4 SOCIETY (AWS) STRUCTURAL WELDING CODE - STEEL D1.1, LATEST EDITION. d ° co', ° DRAWING NAME; 6. PROVIDE ALL PLATES, CLIP ANGLES, CLOSURE PIECES, STRAP ANCHORS, 4 1 2d MISCELLANEOUS PIECES, AND HOLES REQUIRED TO COMPLETE THE STRUCTURE. NOTES: C, ° 1. ALL CONNECTORS, BOLTS AND NAILS IN CONTACT WITH APPROVED ° FOUNDATION PLAN ° d PRESSURE TREATED LUMBER TO BE HOT DIPPED GALVANIZED G185 HDG - ASTM 653). 2. ALL HANGERS TO BE FULL DEPTH, WIDTH AND FULLY NAILED UNO . > 36 DIA. 4 3. CONTRACTOR TO COORDINATE ALL SKEW/SLOPE REQUIREMENTS. ° 2 BOTTOM OF 4. SIMPSON HANGER OR APPROVED EQUIVALENT. I FTG EL 5. CONNECTORS SHALL BE INSTALLED CONCURRENT WITH FRAMING. J016#: #1807-DESEMONE RESIDENCE 6. SIMPSON 20 GA CS COIL STRAPS SHALL BE LAPPED 9" MINIMUM CONT. WALL FOOTING FILE NAME: #1807-A1.0-PLANS WITH WALL STUDS, RAFTERS. SCREW STRAPS TO RIM JOISTS AT COC. NAIL CS STRAPS OVER TYPICAL STEPPED FOOTING DRAWN BY: D.A.N. DATE: 4.25.18 PLYWOOD w/ 6-10d NAILS TO EACH STUD. 7. ALL TJI JOISTS AND RAFTERS TO BE FULLY BLOCKED IN HANGERS. HECKED BY: D.A.N. SCALE: /j SHEET: THIS DOCUMENT,INCLUSIVE OF THE IDEAS O NOF AND DESIGNS INCORPORATED HEREIN,IS FURNISHED AS AN INSTRUMENT OF �7 N_ CONTRACTOR TO VERIFY ALL PROFESSIONAL SERVICE AND REMAINS THE DIMENSIONS IN THE FIELD SOLE PROPERTY OF 360 DESIGN PLUS,LLC -.- •�`� N_ A1 . 0 AND REPORT ANY DISCREPANCIES AND IS NOT TO BE USED IN >v '_ TO THE DESIGNER BEFORE OTHER PROJECTS WITHOUT THE EXPRESS 04 03gg '� PROCEEDING WITH WORK. WRITTEN AUTHORIZATION OF THE ARCHITECT '`1 TF GF Nk 1 � 1 A3.1 A3.2 A2.2 79'-0" DESIGN �pIUS 7'-9" 15'-7" 12' 10" 21'-10" 21'-0" A i A I A A David A. Noe, AIA 4 Stonewood Dr. 14'-7" 0 3 1/2" 5'-6 1/2" 1'-7 1/2" 13' 11" 3 1/2" 3'-9" 3'-5" 3'-7" 2'-4 1/2" 28'-1 1/2" Old Lyme, CT. i 0 3 1 2" H LL dnoe@360designplus.com z / 1 3 (617)-549-5457 w o N U 105A '� I 102A 00 CONSULTANTS: M BATH _ (3)14"x 1 3/4"LVL ABOVE,SEE SECTION(UPSET) ° ® Ir-1-0-5-1O I r� 1 SAUNA - - - - - - -r - - - - - - - I �" A io2 4x6 PSL 4x6 PSL 3 1 2" i- \ I 4'-0" » oo = FIRST FLOOR ELEV. Z 4'-1" 2'-9 1/2 13' 11" C) 7'- " — ELEV. SEE SITE PLAN _ M oo 2 - - - - - - - - � - - - - - � - - - - - - - - - - - - - - - - - - - - I oQ I — — — — — — — — — — - - - - ST DIO 31/2- 04 N o N = N _-° - KITCHEN I I GREATROOM M N A2.2 2 BEDROOM I 1 4 �' I I A2. 1 10o N, 0 N cr 8'-0"C (LING b o _i ion — ios 0 OI I CATHEDRAL CEILING CATHEDRAL CEILING �' a `� COFINISHED--/ *CRETE W ® I SEE SECTION A C SEE SECTION BATH 101 FL OR LAUNDRY _ �- FINISHED I D 106 FINISHED CONCRETE N ® BENCH r_ I DW I FLOOR CONCRETE FLOOR ° ° _I L — J = i� co 0 I to a I ao I o 0 0o B I I B = d N N I I CV N (3)20"x 13/4"LVL ABOVE,SEE SECTION A 6x6 PSL 6x6 PSL A 7'-9" 7'-9" 281-6" 14'-0" 21'-0" I 15'-6" 35'-0" 79'-0" 1 LEGEND: FRAME WINDOW AND W t`;Jrt1r DOOR HEADERS TO ALIGN. W n , ® NEW STUD WALL COORDINATE BOT. OF W A2.1 HEADER @ G'-I I", TYP. NOTE: ALL DIMENSIONS TAKEN FROM FACE (3.) z ` = OF STUD UNLESS NOTED OTHERWISE Q > 1 FIRST FLOOR PLAN 6 Q Scale 1/4 = 1'-0" E L10 cz F 1 WOOD HEADER SCHEDULE Q� a �, D � A3.1 A3.2 ROUGH OPENING HEADER JACK STUDS KING STUDS (� W .r- WIDTH SIZE EACH SIDE EACH SIDE c/) LINE OF WALL BELOW UP TO 3'-7" CO LL (2)-2x6 2 1 co 00 �LL_ . ao � 3'-8"TO 4'-6" (2)-2x8 2 2 � O `" / — I / / / / — — — — — — — N 4'-7"TO 5'-6" (2)-2x10 OR (3)-2x8 2 2 = ' ' — — / ICE I 5'-7"TO 6'-5" (2)-2x12 OR (3)-2x10 2 2 WATER VATE NOTES: ISSUED FOR: 11 1-6n --ABRAL 1 2"SSR ETA ROC F I 1 1. ABOVE SCHEDULE IS ONLY TO BE USED WHEN DOOR/WINDOW RAI(t I // i N E: - LL F SHI G T BE KE HEADER SIZES ARE NOT SPECIFIED ON THE PLANS. SEE I 12:12 PI CH - 'j� / � / 30 B FELT PAPER I STRUCTURAL DRAWINGS FOR SPECIAL CONDITIONS. 12 Pl CH C MP TIBL , SEE MAN F. 1 / IN FIELD LOC/TION'), R:-QUIFEMEtJTSA4D i N R CO MEN ATIO S I 3'- I 2. USE PLYWOOD/SHIMS BETWEEN HEADER PLYS TO MATCH REVISION DATE: ALTERATIONS TO DRAWING: 3,-0" I I /ie- 12;12 PITCH I HEADER TO WALL WIDTH;WHERE REQUIRED. LINE OF GABLE ICE4 ICE1 WALL BELOW I ATE — — — — — = CE+ — / ICE+ — — JIWATI R I 3 THANco CONSULT STRUCTURAL ENGINEER FOR OPENING SIZES GREATER ATE /1 ./ L"; i I ATE I2 2 RI GE CE+ ` i / / i RI GE ICE+ A2,2 - - IWATER- A2.1 ATE — — - - — — — / - - — — — — — — - - — — ATE — — — - - — — — 3'-0 / 3'- » /' 1 :12 PI CH' ICE LINE OF GABLE ATE I 12 12 PI CH — ' — / 12:12 PI CH - ABR L 1 2"SSR ETA ROCF WAT R I WALL BELOW I — — — — — — — — — — — — — — — — N E: -ALL F SHI G TO BE 1 I 30 LB FELT PAPER C MP TIBL , SEE MAN F. 1 I IN IELD LOC TION , R---QUIF EME TS A14D I IPHASE: 1. »I 1 I — — � � — — — — — — — 1 TY R CO MEN ATIO S CONSTRUCTION e" +F I I I ,� S UCTION RA f — — - - — J _II ICE+ E+ / I D RAW I N G S WTER ATE I DRAWING NAME: I— - - — — - - — — - - / / - - — — - - — — — — — - - — — — - - — — - - — -� LEGEND: 60 / ' % FLOOR PLANS LLI , / N ® NEW STUD WALL N 0i LINE OF WALL BELOW 0 AREA OF ROOF FRAMED W/ 2x RAFTERS JOB#: #1807-DESEMONE RESIDENCE TRUSS FRAMING RAFTER FRAMING TRUSS FRAMING NOTE: FILE NAME: #1807-A1.0-PLANS ol ALL DIMENSIONS TAKEN FROM FACE OF STUD UNLESS NOTED OTHERWISE DRAWN BY: D.A.N. DATE: 4.25.18 1 NOTE: PROVIDE SNOW RETENTION CHECKED Y: D.A.N. SCALE: 1/4"=1'-0" A2.1 CLIPS AS DIRECTED BY SHEET: MANUFACTURER THIS DOCUMENT,INCLUSIVE OF THE IDEAS J� ANO F AND DESIGNS INCORPORATED HEREIN,IS P �� OOF PLAN FURNISHED AS AN INSTRUMENT OF ` a_E CONTRACTOR TO VERIFY ALL PROFESSIONAL SERVICE AND REMAINS THE a, Al . 1 DIMENSIONS IN THE FIELD SOLE PROPERTY OF 360 DESIGN PLUS,LLC Scale 1/4 = 1'-�" AND REPORT ANY DISCREPANCIES AND IS NOT TO BE USED IN TO THE DESIGNER BEFORE OTHER PROJECTS WITHOUT THE EXPRESS 11\ 04 0399 y0 PROCEEDING WITH WORK. WRITTEN AUTHORIZATION OF THE ARCHITECT O-F t4 W I N D O W S C H E D U L E (REFER TO FLOOR PLANS FOR WINDOW MARKS) WINDOW N O T E S MARK MODEL NO. TYPE LITE PATTERN UNIT SIZE - W x H ROUGH OPENING - W x H COMMENTS 1).ALL EMERGENCY EGRESS WINDOWS,WHETHER OR NOT DESIGN A FWG6011 GLIDING SEE ELEVATION 5'-11 1/4" x 6'-10 3/8" 6'-0" x 6'-11" PROVIDE SCREENS / COOR. HANDING INDICATED ON THE PLANS WITH AN*E,SHALL BE PROVIDED plus IN BASEMENTS AND IN EVERY SLEEPING ROOM BELOW THE B FWH27611 FRENCH PATIO DOOR SEE ELEVATION 2'-6 1/8" x 6'-10 3/8" 2'-7" x 6'-11" PROVIDE SCREENS / COOR. HANDING FOURTH STORY IN ACCORDANCE WITH SECTION 310.1 C AP352V AWNING WINDOW SEE ELEVATION 3'-4 7/8" x 4'-0" 3'-5 3/8" x 4'-0 1/2" PROVIDE SCREENS INTERNATIONAL RESIDENTIAL CODE 2015,AND NEW YORK SUPPLEMENTS. David A. Noe, AIA 2).DOORS TO EXTERIOR SHALL BE USED IN LIEU OF 4 Stonewood Dr. EMERGENCY EGRESS WINDOWS Old Lyme, CT. TOP OF RIDGE 3).ALL EMERGENCY EGRESS WINDOWS SHALL BE OPERABLE dnoe@360designplus.eom ELEV. 21'-41/4" FROM THE INSIDE,TO PROVIDE A CLEAR OPENING WITHOUT THE USE OF SEPARATE TOOLS.THE WINDOW SHALL HAVE A (617)-549-5457 MINIMUM CLEAR OPENING OF 5.7 SQUARE FEET.(5.0 SQUARE WINDOW NOTES: NOTE: FEET FOR WINDOWS AT GRADE)SEE R310.1 CONTRACTOR TO VERIFY ROUGH OPENINGS 4.)THE MINIMUM NET CLEAR OPENABLE HEIGHT SHALL BE CONSULTANTS: AND HANDING WITH WINDOW SUPPLIER 24"AND THE MINIMUM NET CLEAR OPENABLE WIDTH SHALL BE 20".THE FINISHED SILL HEIGHT SHALL NOT BE MORE THAN 1. ALL MODEL NUMBERS REFER TO ANDERSON 400 SERIES WINDOWS (STORM WATCH); GLAZING: PRIOR TO FRAMING. 44"ABOVE THE FINISHED FLOOR. LOE2, INCLUDE SCREENS. 2. EXTERIOR CLAD COLOR TO BE: TERRATONE WINDOW ELEVATIONS 5). WHETHER OR NOT INDICATED WITH A*T ON THE PLANS, �o SAFETY GLAZING SHALL BE REQUIRED AS PER THE PLANS 3. INTERIOR FINISH: TO BE CLEAR PINE 5-11 1/4" 2'-6 1/8" S-4 7/8" AND AS REQUIRED BY SECTION 308.4 HAZARDOUS 4. HARDWARE FINISH TO BE: TRIM SET: ANVERS-OIL RUBBED BRONZE LOCATIONS AUXILIARY LOCK FINISH: OIL RUBBED BRONZE 5. REFER TO EXTERIOR ELEVATION DRAWING FOR OPERATION DIRECTION. J GLASS IN INGRESS AND EGRESS DOORS,EXCEPT _ � i i � ALOUSIES. NEW METAL ROOF-� 6. REFER TO EXTERIOR PLAN FOR WINDOWS WITH TEMPERED GLASS. x,' o , 7. ARCHITECT AND OWNER TO REVIEW SHOP DRAWINGS FOR APPROVAL BEFORE ORDERING. . B.GLASS IN FIXED AND SLIDING PANELS of SLIDING DOOR 4 WOOD TRIM, TYF. _ 03 ao �' \ '�r� i �� ASSEMBLIES AND PANELS IN SWINGING DOORS OTHER THAN 8. CASEMENT/AWNING TO LOOK LIKE DOUBLE HUNG WINDCWS TO HAVE SIMULATED ♦ ♦ , �� WARDROBE DOORS. SEE DETAILS rkTOP OF WALL @ TRUSS) DOUBLE HUNG CHECK RAIL AND BOTTOM RAIL TO MATCH DOUBLE HUNG. SEE ELEVATIONS o o WOOD SIDING ELEV. 9'-0" WHERE APPLICABLE i C.GLASS IN STORM DOORS. 4" TO THE WEATHER 9. REFER TO EXTERIOR ELEVATION FOR EGRESS WINDOWS. D.GLASS IN ALL UNFRAMED SWING DOORS. 10. CONTRACTOR TO VERIFY ALL ROUGH OPENINGS w � 2'-8" 11. SILLS LOWER THAN 24"ABOVE FINISH FLOOR WITH 6'-0"+ TO EXTERIOR GRADE TO HAVE E.GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, OPENING LIMITER PER CODE. WHIRLPOOLS,SAUNAS,STEAM ROOMS,BATHTUBS AND TYPICAL o FWG60611 FWH27611 AP352V SHOWERS WHERE THE BOTTOM EXPOSED EDGE OF THE i OVERHANG 12. SILLS BELOW 18 TO BE TEMPERED GLAZING IS LESS THAN 60 INCHES ABOVE A STANDING o i OC �� a' 13. PROVIDE EXTENSION JAMBS AS REQUIRED, V.I.F. PRIOR TO ORDERING. O O OC SURFACE AND DRAIN INLET. 0 14. ALL WINDOWS TO BE SHIMMED PER MANUFACTURERS REQUIREMENTS AND RECOMMENDATIONS. ANDERSON ANDERSON ANDERSON F.GLAZING IN FIXED OR OPERABLE PANELS ADJACENT TO A 15. ALL WINDOWS TO HAVE TRUSCENE SCREENS. VERIFY HANDING VERIFY HANDING DOOR WHERE THE NEAREST EXPOSED EDGE OF THE GLAZING m 16. ALL WINDOWS AND DOORS TO HAVE 31i FLAT PRE-CUT TRIM KIT (COLOR: TERRATONE) BASED ON PLAN BASED ON PLAN IS WITHIN A 24-INCH ARC OF EITHER VERTICAL EDGE OF THE 2 DOOR IN A CLOSED POSITION AND WHERE THE BOTTOM TOP OF CONC.WALL EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES � % ELEV. 0'-0" ABOVE THE WALKING SURFACE. 3 2" FLAT RIM G.GLASS IN A FIXED OR OPERABLE PANEL OTHER THAN BY ANDERSON GRADE WINDBORNE DEBRIS REGION. Areas within hurricane-prone regions located in ,�I THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, LINE OF RECESSED ELEV. -0'-8" accordance with one of the following: �J THAT MEETS ALL OF THE FOLLOWING CONDITIONS: WALL BEYOND H.INDIVIDUAL PANES GREATER THAN 9 SQ.FEET.THAT ALSO Within 1 mile 1.61 km of the coastal mean high water line where the ultimateHAVE A BOTTOM EDGE LESS THAN 18 INCHES ABOVE THE design wind speed, Vult, is 130 mph (58 m/s) or greater. SV FLOOR,TOP EDGE GREATER THAN 36 INCHES ABOVE THE FLOOR AND ONE OR MORE WALKING SURFACES WITHIN 36 In areas where the ultimate design wind speed, Vult, is 140 mph (63.6 m/s) or (/�, INCHES HORIZONTALLY OF THE PLANE OF GLASS pa" L GLASS IN RAILINGS REGARDLESS OF HEIGHT ABOVE greater; or Hawaii. WALKING SURFACE,INCLUDED ARE STRUCTURAL BALUSTER r , PANELS AND NON-STRUCTURAL IN-FILL PANELS. V Cz O � Z J.GLAZING IN WALLS ENCLOSING STAIRWAY LANDINGS OR > WITHIN 5 FEET OF THE BOTTOM AND TOP OF STAIRWAYS WHERE THE BOTTOM EDGE OF THE GLASS IS LESS THAN 60 � 1 ELEVATION 3 WINDOW SCHEDULE INCHES ABOVE A WALKING SURFACE EQ� c1 Scale /4 - 1 -0 Scale 1/4 = 1 i-ou 6).AS THE OWNERS OPTION, A SUBSTITUTE WINDOW (D MANUFACTURER MAY BE USED IN LIEU OF ANDERSEN IF ALL U) OF THE CRITERIA IN NOTES 1-5 ARE MET. �■ i Q1 7.CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR w REVIEW BY ARCHITECT PRIOR TO PLACEMENT OF ORDER. _ CONTRACTOR SHALL REVIEW ALL DRAWINGS PRIOR TO ( ) n , CO ILL SUBMISSION TO ARCHITECT.CONTRACTOR SHALL ALLOW A Co MIN.OF 10 WORKING DAYS FOR ALL WINDOW AND EXTERIOR ❑ r DOOR SHOP DRAWING REVIEW AND COORDINATION. (y) 8).ALL LITES AS PER ELEVATIONS,ALL 7/8"SDL's SHALL HAVE SPACER BARS-FINISH AS SELECTED BY OWNER 9).ALL OPERABLE WINDOWS SHALL HAVE SCREENS, WHETHER OR NOT INDICATED ON SCHEDULE.ALL SWINGS PER PLANS. TOP OF RIDGE NV ELEV. 21'-41/4"E10).CONTRACTOR SHALL VERIFY ALL WINDOW AND DOOR JAMB DEPTHS AND OPENINGS IN THE FIELD PRIOR TO ORDER. ISSUED FOR: 11.)ALL WINDOWS TO HAVE LOW-E4 GLAZING 12.)ALL WINDOWS ABOVE WHERE THE OPENING OF AN OPERABLE WINDOW IS LOCATED MORE THAN 72 INCHES ABOVE THE FINISHED GRADE OR SURFACE BELOW THE OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PASSAGE OF A 4 INCH DIAMETER REVISION DATE: ALTERATIONS TO DRAWING: SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR EXCEPT WITH USE OF A FALL PREVENTION DEVICES THAT COMPLY WITH ASTM F 2090. NEW METAL ROOF-� 4 WOOD TRIM, TYP. GENERAL NOTES SEE DETAILS TOP OF WALL @ TRUSS `" WOOD SIDING ELEV. 9'-0" 1.ALL WORK SHALL BE DONE IN ACCORDANCE WITH 4"TO THE WEATHER ALL GOVERNING CODES AND REGULATIONS 2.ANY CONFLICT BETWEEN DRAWINGS AND CODE PHASE: SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER CONSTRUCTION FOR RESOLUTION PRIOR TO START OF WORK. 0 TYPICAL Q, 3.CONTRACTOR SHALL NOT DEVIATE FROM DRAWINGS DRAWINGS 4. ♦ �► RAKE, SEE OR SPECIFICATIONS WITHOUT PRIOR APPROVAL OF THE DETAIL OWNER. Ll 1-1 Lj L I DRAWING NAME: TOP OF CONC.WALL ELEVATIONS 0o ELEV. 0'-0" 32" FLAT TRIM BY ANDERSON GRADE ELEV. -0'-8" JOB#: #1807-DESEMONE RESIDENCE FILE NAME: #1807-A1.0-PLANS SIDE ELEVATION DRAWN BY: D.A.N. DATE: 4.25.18 Q--Scale I/4 - -0° CHECKED BY: D.A.N. SCALE: 1/4"=1'-0" ST �FZE ARC SHEET: THIS DOCUMENT,INCLUSIVE OF THE IDEAS JVD A/V AND DESIGNS INCORPORATED HEREIN,IS O� FURNISHED AS AN INSTRUMENT OF CI; e CONTRACTOR TO VERIFY ALL PROFESSIONAL SERVICE AND REMAINS THE A2 . DIMENSIONS IN THE FIELD SOLE PROPERTY OF 360 DESIGN PLUS,LLC 1 AND REPORT ANY DISCREPANCIES AND IS NOT TO BE USED IN TO THE DESIGNER BEFORE OTHER PROJECTS WITHOUT THE EXPRESS PROCEEDING WITH WORK. WRITTEN AUTHORIZATION OF THE ARCHITECT 9TF 04039 y0 GENERAL NOTES REScheck Software Version 4.6.><J 1.ALL WORK SHALL BE DONE IN ACCORDANCE WITH ALL GOVERNING CODES AND REGULATIONS Compliance Certofocato 2.ANY CONFLICT BETWEEN DRAWINGS AND CODE DESIGN plus TOP OF RIDGE SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER ELEV. 21'-41/4" FOR RESOLUTION PRIOR TO START OF WORK. 3.CONTRACTOR SHALL NOT DEVIATE FROM DRAWINGS David A. Noe ATA Project DeSeCt1011e Residence 3. SPECIFICATIONS WITHOUT PRIOR APPROVAL OF THE OWNER. 4 Stonewood Dr. Energy Code: 2015 IECC Old Lyme, CT. Location: Southold, New York Construction Type: Single-family dnoe@360designplus.com Project Type: New Construction N1102.2.1 (R402.2.1) Ceilings With Attic Spaces (617)-549-5457 Conditioned Floor Area: 1,618 ft2 Glazing Area 13% Where Section R1102.1.2 would require R-38 insulation in the ceiling,g,installing + Climate Zone: 4 (5572 HDD) R-30 over 100 percent of the ceiling area requiring insulation shall be deemed 'Al Permit Date: to satisfy the requirement for R-38 wherever the full height of uncompressed CONSULTANTS: �O R-30 insulation extends over the wall top plate at the eaves. Similarly, where Permit Number: Section R1102.1.2 would require R-49 insulation in the ceiling,g, installing R-38 over 100 percent of the ceiling area requiring insulation shall be deemed to NEW METAL ROOF Construction Site: Owner/Agent: Designer/Contractor: satisfy the requirement for R-49 insulation wherever the full height of 53133 Equestrian Avenue David Noe uncompressed R-38 insulation extends over the wall top plate at the eaves. 4 WOOD TRIM, TW. -I Fishers Island, NY 06390 360 Design Plus, Ilc This reduction shall not apply to the U-factor alternative approach in Section SEE DETAILS TOP OF WALL @ TRUSS `V 4 Stonewood Drive R1102.1.4 and the total UA alternative in Section R1102.1.5. WOOD SIDING TP ELEV. 9'-0" Old Lyme, CT 06371617-549-5457 4"TO THE WEATHER dnoe@360designplus.com 3 2" FLAT TRIM " N1102.2.2(R402.2.2 Ceilings Without Attic Spaces BY ANDERSON w 2- ) ❑ ",. Where Section N1102.1.2 would require insulation levels above R-30 and the LINE OF RECESSED TYPICAL o Compliance: 7.9%Better Than Code Maximum UA: 394 Your UA: 363 Maximum SHGC: 0.40 Your SHGC: 0.26 design of the roof/ceiling assembly does not allow sufficient space for the = OVERHANG I The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. required insulation, the minimum required Insulation for such roof/ceiling WALL BEYOND ° u- It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. assemblies shall be R-30.This reduction of Insulation from the requirements of 4- "'� Section N1102.1.2 shall be limited to 500 square feet(46 m2)or 20 percent of pthe total insulated ceiling area,whichever is less.This reduction shall not apply Envelope Assemblies to the 1.1-factor alternative approach in Section N1102.1.4 and the total UA m alternative in Section N1102.1.5. z, TOP OF CONC.WALL/1ST FLOOR ;��,,, ,. "� • 00ELEV. 0'-0" Ceiling 1:Flat Ceiling or Scissor Truss 1,194 49.0 0.0 0.026 31 N1102.2.10(R402.2.10) Slab-On-Grade Floors Ceiling 2: Flat Ceiling or Scissor Truss 551 49.0 0.0 0,026 14 Slab-on-grade floors with a floor surface less than 12 inches (305 mm)below GRADE grade shall be insulated in accordance with Table N1102.1.2. The insulation ELEV. -0'-8" Wall 1:Wood Frame, 16"o.c. 1,908 21.0 0.0 0.057 95 shall extend downward from the top of the slab on the outside or inside of the Door 1:Glass 233 0.300 70 foundation wall.Insulation located below grade shall be extended the distance SHGC: 0.26 provided in Table N1102.1.2 by any combination of vertical insulation,insulation Window 1:Vinyl/Fiberglass Frame:Double Pane with Low-E 11 0.300 3 extending under the slab or insulation extending out from the building. SHGC:0.26 Insulation extending away from the building shall be protected by pavement or Floor 1:Slab-On-Grade:Heated by not less than 10 inches (254 mm) of soil. The top edge of the insulation 213 10.0 0.702 150 installed between the exterior wall and the edge of the interior slab shall be Insulation depth:3.0' permitted to be cut at a 45-degree(0.79 rad)angle away from the exterior wall. Compliance Statement: The proposed building design described here is consistent with the building plans,specifications, and other Slab-edge insulation is not required in jurisdictions designated by the building official as having avery heavy termite infestation. calculations submitted with the permit application.The proposed building has been designed to meet the 2015 IECC requirements in REScheck Version 4.6.5 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. D---'LE VATION Name-Title Signature Date Scale 1/4 = 1'-0" W n , W � U Q > z Project Title: Desemone Residence Report date: 04/20/18 70 Data filename: Untitled.rck Page 1 of 1 EW � n , 7U) W CU Cn TOP OF RIDGE � n CT�J) .� ELEV. 21'-4 1/4" W (D CY T C) ISSUED FOR: NEW METAL ROOF 4 WOOD TRIM, TYP. i SEE DETAILS TOP OF WALL(@ TRUSS) WOOD SIDING ELEV. 9'-0" ATE: ALTERATIONS TO DRAWING: 4"TO THE WEATHER 1'-6" 0 TYPICAL 4- 4- RAKE, SEE DETAIL ih TOP OF CONC.WALL/1 ST FLOOR 0oELEV. 0'-0" 3 �" FLAT TRIM PHASE: BY ANDERSON GRADE 2DSIDE 2 SIDE ELEVATION ELEV. -0'-8 Scale 1/4 = 1'-0" D RAW I N G S DOOR NOTES: DRAWING NAME: D 0 0 R SCHEDULE 1. INTERIOR DOORS ARE 1 3/8"SOLID CORE ELEVATIONS MARK MODEL N0. TYPE STYLE HARDWARE SIZE - WIDTH x HEIGHT HANDING COMMENTS 2. INTERIOR DOOR HARDWARE TO BE EMTEK, FINISH TBD.3. EXTERIOR WOOD DOORS TO BE DETERMINED (SEE ELEVATIONS FOR DESIGN) 100A SOLID CORE (MODEL TBD) POCKET A POCKET 2'-6" x 6'-8" N/A JOHNSON POCKET DOOR ASSEMBLY 4. EXTERIOR DOOR HARDWARE TO BE SELECTED BY OWNER 5. PROVIDE INSULATING AND TEMPERED GLASS AS REQUIRED 1008 SOLID CORE (MODEL TBD) POCKET A POCKET 3'-0" x 6'-8" N/A JOHNSON POCKET DOOR ASSEMBLY 6. ARCHITECT AND OWNER TO REVIEW SHOP DRAWINGS FOR JOB#: #1807-DESEMONE RESIDENCE 102A SAUNA DOOR TBD SWING TBD PASSAGE 2'-6" x 6'-8" LEFT APPROVAL BEFORE ORDERING. 103A SOLID CORE MODEL TBD) FOCKEf A POCKET 3'-0" x 6'-8" N/A JOHNSON POCKET DOOR ASSEMBLY 7. ALL HINGES TO MATCH LOCKSET FINISH,TYP. FILE NAME: #1807-AI.0-PLANS 105A SOLID CORE (MODEL TBD) FOCKEf A POCKET 2'-6" x 6'-8" N/A JOHNSON POCKET DOOR ASSEMBLY A B DR WN BY: D.A.N. DATE: 4.25.18 106A SOLID CORE (MODEL TBD) SWING A PASSAGE 3'-0" x 6'-8" RIGHT CH •A•N SCALE: �J\D N />� SHEET: THIS DOCUMENT,INCLUSIVE OF THE IDEAS n AND DESIGNS INCORPORATED HEREIN,IS z FURNISHED AS AN INSTRUMENT OF CONTRACTOR TO VERIFY ALL PROFESSIONAL SERVICE AND REMAINS THE I A2 . 2 DIMENSIONS IN THE FIELD SOLE PROPERTY OF 360 DESIGN PLUS,LLC N ,L ~" �- DOOR SCHEDULE AND REPORT ANY DISCREPANCIES AND IS NOT TO BE USED IN p4 0 3g9 3 TO THE DESIGNER BEFORE OTHER PROJECTS WITHOUT THE EXPRESS �F �0 Scale 1/4 = 1'-0" PROCEEDING WITH WORK. WRITTEN AUTHORIZATION OF THE ARCHITECT OP N E`N TOP OF RIDGE _ ELEV. 21'-41/4" HURRICANE TIE @ EACH RAFTER/TRUSS DESIGN �plus (2)2x6 TOP PLATES 12 00 \ 0 0 12 \ TYPICAL EXTERIOR David A. Noe, AIA \ WALL ASSEMBLY 4 Stonewood Dr. `\ Old Lyme, CT. \\ dnoe@360designplus.com \\ (617)-549-5457 ` METAL ROOF, INSTALL \ PER MANUF. CONSULTANTS: � \ REQUIREMENTS AND \ RECOMMENDATIONS \ TYPICAL ROOF ASSEMBLY 7'S \ ICE AND WATER @ TRUSS ASSEMBLY 12 UNDERLAYMENT,TYP. -FABRAL 1 2"SSR METAL ROOF \\ 8"ROOF SHEATHING -ALL FLASHING TO BE COMPATIBLE W/ROOFING MATERIAL \ PRE-MANUFACTURED ROOF TRUSS -GRACE PEEL AND STICK ICE AND WATER -5/8"CDX ROOF SHEATHING METAL DRIP EDGE -BOOS TRUSS (DESIGNED BY OTHERS) WOOD SOFFIT -INSULATION (CLOSED CELL(R-49) 2x6 @ UNDERSIDE OF „ -INTERIOR FINISH TRUSS `L a HURRICANE TIE @ EVERY 2 2x6 SUB-FASCIA s RAFTER/TRUSS,TYP.SEE REQUIRED UP LIFT A3.1 N �• h�� WOOD TRIM - RESISTANCE BY TRUSS MANUF. — — — — —— 29-8" 2x SUB-FASCIA rjS TOP OF WALL(@ TRUSS) WOOD TRIM a ELEV. Y-0" d- (2)2x6 TOP PLATES Zp ICAL EAVE DETAIL @ TRUSS TYPICAL WALL ASSEMBLY — — — — — —J le 1 2" = 1'-0" -2"CLEAR CEDAR CLAPBOARD @ 4"EXPOSURE BEDROOM J -HYDRO GAP UNDERLAYMENT ElEol J -1/2"CDX Pl_YSCORE SHEATHING o _ -2x6 STUDS @ 16"O.C. o -BATT INSULATION (R-21) �, METAL ROOF, SEE PLANS a -INTERIOR FINISH (VARIES) ICE AND WATER n > MTL. RAKE EDGE W � — - - - - - - - - - - - - r , 2x6 P.T.SILL_PLATE— O z ANCHOR BOLT WOOD TRIM Q W/3"WASHER,2"GALV. BOLT I 4'-0"O.C. MAX SPACING 2x RAKE BOARD EMBEDDED 7"MIN. PLACE 12" -� 0 0'-0° TOP OF CONC.WALL/1 ST FLOOR 2 FROM CORNERS TYP. x12 OUTRIGGER _6» Cn ° ° ° ° ° ° ° d ° ° ° ° d ° ° d . _ Q) i a ° SEE R403.1.6 GRADE ELEV ° d ° I @ 16"O.C. CIO II G d II RADE • ; , III a .� a I I , II ELEV 0RIGID I ( I - U) ' 8 ° yY. n , W INSULATION (2) 2x RAFTERS - %s• �I° �, SISTERED TO LAST n , CY) LL CMU FOUNDATION 1I W Q, TYPICAL -LAB ASSEMBLY �I •>, (Y) ,— WALL ` (1) #5 BAR @TOP OF -6"FINISHED CONCRETE SLAB TRUSS 1 d '�; y z ° WALL,TIE ALL -WELDED WIRE FABRIC I �'a ' �_ co °II (1)#5 BARS VERT., 11°° ANCHOR BOLTS TO 6x6-W2.2x2.0 ;-• ; O.C. ' -6 MIL VAPOR BARRIER _ BAR II a 'V;'.•�" PRE-MANUF. ROOF TRUSS 48" C \\�a,•' ^s a -R-10 RIGID INSULATION I� z (3)#5 BARS CONT., -8"COMPACTED COURSE GRANULAR FILL EACH WAY °1 -UNDISTURBED SOIL CONCRETE FOOTING d ° _ ;;" ' : TYPICAL EXTERIOR WALL ON UNDISTURBED Ly �' ,' ASSEMBLY, SEE SOIL _ `� ��` y ' �� ,�•:; ,. .s;: d `: �_ .; , ��;E;�>= SECTIONS 2._0" BOTTOM OF FOOTING ISSUED FOR: ELEV. 4-2" 23'-3" BOTTOM CORD OF TRUSS, W/ FINISHED CEILING AS SCHEDULED REVISION DATE: ALTERATIONS TO DRAWING: 1 BUILDING SECTION @ TRUSS Scale 2 — 1 -0 il3 Zle PC 1 PHASE: CONSTRUCTION DRAWINGS DRAWING NAME: SECTIONS JOB#: #1807-DESEMONE RESIDENCE FILE NAME: #1807-A1.0-PLANS DRAWN BY: D.A.N. DATE: 4.25.18 C EKED BY: D.A.N. SCALE: Ciy�T SHEET: THIS DOCUMENT,INCLUSIVE OF THE IDEAS �� \p A O F AND DESIGNS INCORPORATED HEREIN,IS FURNISHED AS AN INSTRUMENT OF CONTRACTOR TO VERIFY ALL PROFESSIONAL SERVICE AND REMAINS THE it A3 . DIMENSIONS]N THE FIELDSOLE PROPERTY OF 360 DESIGN PLUS,LLC ti1 AND REPORT ANY DISCREPANCIES AND IS NOT TO BE USED IN TO THE DESIGNER BEFORE OTHER PROJECTS WITHOUT THE EXPRESS040393 O PROCEEDING WITH WORK. WRITTEN AUTHORIZATION OF THE ARCHITECT I F OF tA E� INSULATION (1) 14"LVL RIDGE r6ELEV 2 RIDGE EACH BLOCKINGBETWEEN BOARD HURRICANE TIE @ 30 ) EVERY RAFTER DESIGN J plus LVL BEAM 00 \ Z 00 \ PLYWOOD SHEATHING David A. Noe AIA 12 12 4 Stonewood Dr. \ WOOD TRIM 12 12 Old Lyme, CT. \\ dnoe@360designplus.com \ 2x10 RAFTER @ 16"O.C. (617)-549-5457 \ METAL ROOF, INSTALL ` PER MANUF. CONSULTANTS: 2x8 COLLAR TIES `\ REQUIREMENTS AND @ 16"O.C. \ RECOMMENDATIONS TYPICAL ROOF ASSEMBLY FLAT CEILING \ ICE AND WATER @ STORAGE \\ UNDERLAYMENT,TYP. -FABRAL 1 2"SSR METAL ROOF -ALL FLASHING TO BE COMPATIBLE 200 \ B"ROOF SHEATHING W/ROOFING MATERIAL -GRACIE PEEL AND STICK ICE AND WATER N WOOD TRIM METAL DRIP EDGE -5/8"CDX ROOF SHEATHING -ROO'>TRUSS(DESIGNED BY OTHERS) `" I LINE OF PSL BEYOND -INSULATION (CLOSED CELL(R-49) TYPICAL FLOOR ASSEMBLY -INTERIOR FINISH @ STORAGE WOOD SOFFIT -4'T&G SUB-FLOOR(GLUE AND HURRICANE TIE @ EVERY SCREW) 2 I I 2x6 SUB-FASCIA s, -11\C11RAFTER/TRUSS,TYP. SEE -2x12 DOUG-FIR JOISTS @ 12"O.C., (3) PLY LVL SEE PLAN -i I I %4 A3.2I I WOOD TRIM � REQUIRED UP LIFT CANTILEVER OVER OUTSIDE WALLcv RESISTANCE BY TRUSS -FINISHED CEILING AS SCHEDULED SOLID BLOCKING _ _ _ __ ; I I 21-8" 2x SUB-FASCIA MANUF. OVER WALL BELOW \ WOOD TRIM (2)2x6 TOP PLATES / HEADER, SEE SCHEDULE i TOP OF WALL FLAT CEILING / I I ELEV. &-0" INTEGRAL TRIM I I ~ \ / JOIST HANGERS @ EVERY TYPICAL WALL ASSEMBLY \ / I JOIST,TYP. SEE HANGER -2"CLEAR CEDAR CLAPBOARD SCHEDULE @ 4"EXPOSURE TYPICAL EAVE DETAIL @ 2x RAFTERS -HYDRO GAP UNDERLAYMENT (3) LVL BEAM ; ,-;` , 2 \ / I O -1/2I CDX PLYSCORE SHEATHING _ _ _ _ —_ J Scale 1 -1" = 1 -011 \ / 4x6 PSL IN WALL, SEE O -2x6 STUDS @ 16"O.C. 2 z \ / FOUNDATION PLAN FOR O -BATT INSULATION (R-21) FOOTING co Q -INTERIOR FINISH(VARIES) I I bLL 1 O w OPEN I I rn d =I tz Q o HALLWAY TO I I CO U_ D , I I o0 n , FAMILY RM 0 %� i W CL / \ o LL U) 0 U_ 4-4 NEW FRENCH DOOR,SEE / \ i O oFr C �.. SCHEDULE o > Ecz c>� LUCn / \ TOP OF CONC.WALL/1ST FLOOR (D a) U) i ° ° , ° dI°�I1!t1 ELEV. 0'-0" II O 00 CT NGRADEd ° ° GRADE GRADE ELEV. -0'-8" W I' VJ -<, a �. Y - RIGID i' p R 1 FIG I �� 0 I - C� INSULATION °d SU nn ,, CMU F=OUNDATION ` \ JI °.. r, „ jll TYPICAL SLAB ASSEF�i13LY �I ANCHOR BOLT WALL ' (1) #5 BAR @ TOP OF -611 FINISHED CONCRETE SLAB a .r W/3 WASHER,2 GALV. BOLT ❑ (Y) ° II . 4'-0"O.C. MAX SPACING WALL,TIE ALL -WELDED"'IRE FABRIC ,�, z '.< CL EMBEDDED 7"MIN. PLACE 12" (1)#5 BARS VERT., T ANCHOR BOLTS TO 6x6-W2.2x2.0 '' ✓\^ '^\` ° �, BAR -6 MIL VAPOR BARRIER II ;` FROM CORNERS TYP. z 48O.C. 0. dla -R-10 RIGID INSULATION SEE R403.1.6 (3)#5 BARS CONT., -8"COMPACTED COURSE GRANULAR FILL EACH WAY I < CONCRETE FOOTING ON UNDISTURBED ° <e`.:.;:;.`, ° '`_ `' BOTTOM OF FOOTING ISSUED FOR: SOIL . .< _� 21-0" ELEV. 4-211 19'-3" REVISION DATE: ALTERATIONS TO DRAWING: 1 BUILDING SECTION @ 2x RAFTERS Scale 2 - 1 -0 PHASE: CONSTRUCTION DRAWINGS DRAWING NAME: SECTIONS JOB#: #1807-DESEMONE RESIDENCE FILE NAME: #1807-A1.0-PLANS DRAWN BY: D.A.N. DATE: 4.25.18 CHC D.A.N. SCALE: 1/4"=1'-0" SHEET: r THIS DOCUMENT,INCLUSIVE OF THE IDEAS �� J D A O AND DESIGNS INCORPORATED HEREIN,IS FURNISHED AS AN INSTRUMENT OF CONTRACTOR TO VERIFY ALL PROFESSIONAL SERVICE AND REMAINS THE DIMENSIONS IN THE FIELD SOLE PROPERTY OF 360 DESIGN PLUS,LLC �.e_ �, A3 . 2 AND REPORT ANY DISCREPANCIES AND IS NOT TO BE USED IN � TO THE DESIGNER BEFORE OTHER PROJECTS WITHOUT THE EXPRESS y 04 0399 y� PROCEEDING WITH WORK. WRITTEN AUTHORIZATION OF THE ARCHITECT TF O F NES DESIGN-!wPius REQUIRED ALONG"4": LENGTH David A. Noe, AIA USING METHOD WSP AND 4 Stonewood Dr. REQUIRED ALONG"1": LENGTH REQUIRED ALONG"2": LENGTH REQUIRED ALONG"3": LENGTH ADJUSTMENT FACTORS FROM USING METHOD WSP AND USING METHOD WSP AND USING METHOD WSP AND R602.10.3(2)=16.98'(SEE Old Lyme, CT. ADJUSTMENT FACTORS FROM ADJUSTMENT FACTORS FROM ADJUSTMENT FACTORS FROM INSTALLATION REQUIREMENTS R602.10.3(2)=8.06' R602.10.3(2)=11.6' R602.10.3(2)=15.79' FOR SIMPSON PANELS dnoe@360designplus.com PROVIDED: PROVIDED: PROVIDED: PROVIDED: (617)-549-5457 CS-WSP: 10'-0" CS-WSP: 13'-0" CS-WSP: 28'-0" SIMPSON PANELS: 16-11" 1 15'-0" 2 29'-0" 3 34'-6" 4 CONSULTANTS: 10'-10 1/2" 8'-3 3/4" 16'-5 3/4" 20'-0" It 4'-0"WSP PANEL SPACING 4'-0"WSP SPACING 4'-0"WSP PANEL SPACING4_0 WS PANEL SPACING 4'-0"WSP = REQUIRED ALONG"A": LENGTH A — _ C5 USING METHOD CS-WSP AND W ADJUSTMENT FACTORS FROMz 0> w R602.10.3(2)=8.43' O N Q z LO 1L 0 - PROVIDED: 1 a f� OO U) O m opo CS-WSP:20'-0" �J O` LL 3 z 0 LL LL RIM J❑IST, BEAM,---,, o, = Q W o 0 OR BLOCKING �, N U) — — —— — — — —Q Q — — 1 IF APPLICABLE �' I z O 00L I a a F- Z TOP PLATES ° z J Z � JCJ 71 '_1 WSW–TOW SHEAR _ U) `" > z MAXIMUM WOOD SHIM, TRANSFER PLATE oIL -0"WSP 4'-0"WSP 2 U) 0 REQUIRED ALONG"B": LENGTH B � _ u) � � m ao FOR SHIMS GREATER USING METHOD CS-WSP AND — THAN /8", SEE 9/WSWZ, SEE 10/WSW2 F❑R ADJUSTMENT FACTORS FROM '-0"WSP 10'_10 1/2" I 19'-0 3/4" I 5'_10» 4'-0"WS 20,-0„ 4'-0"WS IA ALLOWABLE EDGE R602.10.3(2)=8.43' AND FACE DRILL PANEL SPACING PANEL SPACING ZONES PROVIDED: '=''=tf STRONG–WALL CS-WSP:20'-0" WOOD SHEARWALL -WSW HOLD❑WN x—a- ,_ BRACED WALL DIAGRAM Q� a� HEX NUT AND 1„ ,IF: STRUCTURAL (D Scale 8 = 1 -0„ U FWASHER ,: Q > z a Q _0 7/5 WSW DESIGNED TO PROVIDE Ys” GAP C BETWEEN LSL AT BASE OF WSW AND (D � CONCRETE: ENCURE CONCRETE IS LEVEL (� • AND SMOOTH BENEATH PANEL. GRIND OR LOCATION. 3 133 EQUESTRIAN AVENUE FISHERS ISLAND, NY LLJ FILL AS NECESSARY. CO LL_ BUILDING DESIGN PROPOSED (BASED ON WIND RG02. 10): CY) T CY) MAIN HOUSE: PROPOSED ADJUSTMENT FACTOR (RG02. 10.3(2) SAVE TO RIDGE HEIGHT 14'-G" 1 .3 PLACE STRONG—WALL WOOD SHEARWALL WALL HEIGHT: OVER THE ANCHOR BOLTS AND SECURE I ST FLOOR 9'-0" 0.95 WITH WASHER AND HEX NUTS (PROVIDED). MEAN ROOF HEIGHT 14'-9" 1 .0 SNUG TIGHT FIT REQUIRED; D❑ NOT USE AN PRE-ENGINEERED ROOF BRACED WALLS (EAST/WEST) 2 1 .0 ISSUED FOR: IMPACT WRENCH, TRUSS SYSTEM BRACED WALLS (NORTH/SOUTH) 4 1 .45 • USE 15/6" WRENCH FOR %# NUT STRONG–WALL 800 POUND HOLD-DOWN YES .8 • USE 1Y2" WRENCH FOR 1" NUT WOOD SHEARWALL GABLE WALL STUDS CONTINUOUS TOP PLATES BRACED WALL NOTES: . • CONTINUOUS HEADER WIND SPEED 130 MPH (ULTIMATE WIND SPEED) o DOUBLE KING STUD SEISMIC CATEGORY B 8301 .2(2) REVISION DATE: ALTERATIONS TO DRAWING: • • HEX NUT AND DOUBLE JACK STUD % �f / EXPOSURE D R301 .2. 1 .4 (ADJUSTMENT FACTOR 1 .5) • • STRUCTURAL (3) 12"LVL CONT. . . BRACING REQUIREMENT BASED ON WIND SPEED, • • WASHER ' ALL WALLS TO HAVE GYPSUM WALL PANELS @ THE INTERIOR, SEE BRACED WALL NOTES SIMPSON WSW 24x9(105") / FOR LOCATIONS WITH INTERIOR PLYWOOD WALLS EQUIVALENT BRACING A 1111LENGTH 8.49' ;j PRIMARY BRACING METHODS: a s a o a A. CONTINUOUS SHEATHING WITH WOOD STRUCTURAL PANELS C5-WSP(RG02. 10.4) / NAILING REQUIREMENTS: 4 �b P.T. BOTTOM PLATES / GD COMMON NAILS d a SEE FOUNDATION PLAN -G" SPACING @PANEL EDGES 12' SPACING @ FIELD LOCATIONS a a:` a BLOCK ALL HORIZONTAL JOINTS WHERE BRACED WALL PANELS ARE SHOWN a. . SEE SHEETS WSW1 AND PHASE: WSW1.1 FOR ANCHORAGE B. CONTINUOUS SHEATHING PORTAL FRAME CS-PF(RG02. 10.4. 1 . 1 * RG02. 10.4.2) S❑LUTI❑NS CONSTRUCTION ACCOMODATE PRE–CUT TRIM C. SIMPSON WOOD SHEAR PANELS (SEE NOTES FOR EQUIVALENT LENGTH) INSTALL PER MANUFACTURERS REQUIREMENTS AND RECOMMENDATIONS DRAWINGS 2 GABLE WALL FRAMING il DRAWING NAME: Scale 4 — 1 -0 BRACED WALLS JOB#: #1807-DESEMONE RESIDENCE FILE NAME: #1807-A1.0-PLANS DRAWN BY: D.A.N. DATE: 4.25.18 CH E D.A.N. SCALE: AS NOTED S ��D A N />, SHEET: THIS DOCUMENT,INCLUSIVE OF THE IDEAS �U0 \. ' QF AND DESIGNS INCORPORATED HEREIN,IS [Z A i FURNISHED AS AN INSTRUMENT OF ' CONTRACTOR TO VERIFY ALL PROFESSIONAL SERVICE AND REMAINS THE DIMENSIONS IN THE FIELD SOLE PROPERTY OF 360 DESIGN PLUS,LLC A4 . 1 N • .�. .,;, AND REPORT ANY DISCREPANCIES AND IS NOT TO BE USED IN 0 9 Q- TO THE DESIGNER BEFORE OTHER PROJECTS WITHOUT THE EXPRESS 9� 040 39 y0 PROCEEDING WITH WORK. WRITTEN AUTHORIZATION OF THE ARCHITECT OF N E�� wP WP wP WP ELECTRICAL GFI GFI GR GFI I j3 3 3 3 T��4 O MOUNTING HEIGHTS \ / � C - - J CABLE FEED GFI INTERNET FEED wP 6 U" DESIGN+ l All dimensions are to the center pus of the device unless otherwise \ �/\ noted. See electrical drawings for i - I \ types and locations. David A. Noe AIA � o I \ DEDICA I \ � / ` YP � _ _ _ _ _ _ B_EA_M ABOVE_ _�_ _ _ _ _ o ® `� O 1 CIRCUIT I \ 4 Stonewood Dr. / CABLE FEED � // i � FRIG. / � \\ // \ 02 Receptacles: 18 A.F.F. (at Old Lyme, CT. / GFI \ 1 locations above casework, mount Y INTERNET FEED / \ \ /� 1 bottom of receptacle at 2" above dnoe@360designplus.com I (617)-549-5457 � � / \ VENT/ G� \ \\ // � backsplash, at locations below / 1 r -1 1 \ casework, mount at 24" A.F.F. - - - - - - - - FAN/LIGHT � _ - - I LIGHT � - - FAN/LIGHT I - - - - - - - - FAN/LIGHT - - - - - - - - - - - - - - - - - - - - - - - - - CONSULTANTS: \ Q 1 l 1 1 I 3❑ Wiremold: 24" A.F.F. (at locations above casework, mount bottom of 1I / \\ wiremold at 2" above backsplash) LJ \ rWA o 1 , DRYERWASHER Exterior receptacles: 24" A.F.G. I (20 A.F.F.) \ � ® CABLE FEED � I , �� GFI C INTERNET FEED i i \ F51Switches: 48 A.F.F. _ W \\ GFI , _ - - - \\ w/ © Boiler emergency switches: 60" / GFI GFI GFI / \ I A•F.F. / WP _ - - - - � ` WP wP CABLE FEED \� GFI ❑7 Data / Phone outlets: 18" A.F.F. I - - - -� � - - - - w C - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 4 © INTERNET FEED P BEAM ABOVE ® TV outlets: 18" A.F.F. or 18" GFI w w GFI w w below finished ceiling* wP _ _ _ wP _ _ _ t GENERAL NOTE: * Field verify ceiling heights with FINAL ELECTRICAL LAYOUT "''� TO BE DONE ON SITE W/ coordination drawings -�J OWNER, CONTRACTOR, F-91 Wall phone: 48" A.F.F. to center ELECTRICAL CONTRACTOR of earpiece PROVIDE RG6 AND CAT 5 CONNECTIONS,COOK.W/ ® Security keypad: 48" A.F.F. DENOTES NEW OWNER (DFIRST FLOOR ELECTRICAL PLAN WALL 11 Microphone wall jack: 18" A.F.F. Scale 1/4 - V-0" © Fire alarm pull station: 48" A.F.F. © Fire alarm visual / audio indicating units: 6'8" to bottom of ELECTRICAL SYMBOLS ELECTRICAL SYMBOLS LIGHTING SYMBOLS LIGHTING SYMBOLS GENERAL NOTES unit DUPLEX RECEPTACLE LL LIGHT LIFT 0P PENDANT FIXTURE LOW VOLTAGE FIXTURE ® Area of refuge call station: 48" n , 1. ALL ELECTRICAL TO COMPLY WITH STATE A.F.F. W SWITCHED RECEPTACLE TELEPHONE/DATA V CEILING MOUNTED FIXTURE WET LOCATION STRIP/TASK LIGHT AND LOCAL CODES. © Emergency shut-off switch / push ♦ , � ® SINGLE FLOOR RECEPTACLE PUSH BUTTON SWITCH WALL MOUNTED FIXTURE ■{}� TRACK LIGHT �� v 2. LIGHT FIXTURES, POWER,TELEPHONE, button: 48 A.F.F. O }- ® DOUBLE FLOOR RECEPTACLE WALL MOUNTED FIXTURE WET LOCATION 220V RECEPTACLE ® STEP LIGHT CABLE AND DATA LOCATIONS SHOWN Q z $ SWITCH ® DIAGRAMATICALLY.G.C.TO COORDINATE ® Emergency call Switch: 36„ A.F.F. - 3 = THREE WAY RECESSED LIGHT FIXTURE-5"DIA. EXACT LOCATIONS WITH ARCHITECT IN 4 = FOUR WAY 1'x4'CEILING FIXTURE EC: WP� WATERPROOF RECEPTACLE ® RECESSED LIGHT FIXTURE WET LOC.-5 DIA. FIELD BEFORE FRAMING IS COMPLETE. © Emergency call I b el I / light:gh t: -F-/- � CZ GFI GROUND FAULT INTERRUPTER LL = INDICATOR LIGHT S SURFACE MOUNTED FIXTURE 7'-6" A.F.F. - center above door '� 3.G.C.TO COORDINATE REQUIREMENTS -�-� CO J = JAMB SWITCH 2'x4'CEILING FIXTURE FOR ALL ELECTRICAL AND POWER FOR Wa I l mounted e X i t S I n S: 7'-6" W I O CEILING MOUNTED JUNCTION BOX MS = MOTION SENSOR CEILING FIXTURE W/PULL CHAIN ® g APPLIANCES AND EQUIPMENT.VERIFY PRIOR U) sD SMOKE/CO DETECTOR CABINET FIXTURE TO INSTALLATION. A.F.F. ® Wall mounted clocks and speakers: L (D HEAT DETECTOR EXTERIOR SPOT LIGHT 2'x2'CEILING FIXTURE 4. PROVIDE SMOKE/CO DETECTORS INC/)TO THERMOSTAT QUAD RECEPTACLE ® RECESSED LIGHT W/EXHAUST FAN BEDROOM LOCATIONS TO MEET LOCAL CODE. +/- 7'-6" A.F.F. coord. With n , (Y) LL block coursing as occurs. Consult co © CABLE TV ® CEILING LIGHT W/EXHAUST FAN 5.ALL CIRCUITS IN BEDROOM (SWITCHES, architect if existing conditions Q (Y) �- DIRECT WIRE/SPECIAL CONNECTION 00 CEILING LIGHT W/FAN LIGHTS AND OUTLETS)TO BE ARC-FAULT differ CIRCUIT INTERUPTER-AFCI. ® ELECTRIC PANEL MAIN DISCONNECT 6.ALL RECESSED LIGHT FIXTURES AT CLOSET LOCATIONS TO HAVE PROTECTIVE LENS © DOOR CHIME COVERING AS REQUIRED BY CODE. O GARBAGE DISPOSAL GENERAL NOTES ISSUED FOR: SECTION E3902 R315.2.1 New Construction R314.3 Location 1.ALL WORK SHALL BE DONE IN ACCORDANCE WITH GROUND-FAULT AND ARC-FAULT CIRCUITINTERRUPTER ALL GOVERNING CODES AND REGULATIONS OF THE PROTECTION For new construction,carbon monoxide alarms shall be provided in Smoke alarms shall be installed in the following locations: STATE OF NEW YORK E3902.1 Bathroom receptacles.All 125-volt,single-phase, dwelling units where either or both of the following conditions exist. 15-and 20-ampere receptacles installed in bathrooms shall 1. In each sleeping room. 2.ANY CONFLICT BETWEEN DRAWINGS AND CODE have ground-fault circuit-interrupter protection for personnel. 1. The dwelling unit contains a fuel-fired appliance. 2. Outside each separate sleeping area in the immediate SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER E3902.2 Garage and accessory building receptacles.All 2. The dwelling unit has an attached garage with an opening vicinity of the bedrooms. FOR RESOLUTION PRIOR TO START OF WORK. REVISION DATE: ALTERATIONS TO DRAWING: 125-volt, single-phase, 15-or 20-ampere receptacles installed that communicates with the dwelling unit. 3. On each additional story of the dwelling, including in garages and grade-level portions of unfinished accessory 8315.3 Location basements and habitable attics and not including crawl spaces 3.CONTRACTOR SHALL NOT DEVIATE FROM DRAWINGS buildings used for storage or work areas shall have groundfault and uninhabitable attics.In dwellings or dwelling units with split OR SPECIFICATIONS WITHOUT PRIOR APPROVAL OF THE circuit-interrupter protection for personnel. levels and without an intervening door between the adjacent levels, OWNER. vi E3902.3 Outdoor receptacles.All 1 25-volt, single-phase, Carbon monoxide alarms in dwelling units shall installed outside a smoke alarm installed on the upper level shall suffice for the 15-and 20-ampere receptacles installed outdoors shall have of each separate sleeping area in the immediate vicinity of the bedrooms.Where afuel-burning appliance is located within a adjacent lower level provided that the lower level is less than one ground-fault circuit-interrupter protection for personnel. full story below the upper level. bedroom or its attached bathroom,a carbon monoxide alarm shall Exception: Receptacles as covered in Section E4101.7. be installed within the bedroom. 4. Smoke alarms shall be installed not less than 3 feet(914 E3902.4 Crawl space receptacles.Where a crawl space is at mm) horizontally from the door or opening of a bathroom that or below grade level, all 125-volt,single-phase, 15-and 20- contains a bathtub or shower unless this would prevent placement ampere receptacles installed in such spaces shall have of a smoke alarm required by ground-fault circuit-interrupter protection for personnel. Section R314.3. E3902.5 Unfinished basement receptacles.All 125-volt, E3901.2 General Purpose Receptacle Distribution single-phase, 15-and 20-ampere receptacles installed in R314.3.1 Installation Near Cooking Appliances unfinished basements shall have ground-fault circuit-inter- rupter PHASE: protection for personnel. For purposes of this section, In every kitchen,family room, dining room, living room, parlor, Smoke alarms shall not be installed in the following locations unfinished basements are defined as portions or areas of the library,den, sun room, bedroom, recreation room,or similar room unless this would prevent placement of a smoke alarm in a location basement not intended as habitable rooms and limited to stor- or area of dwelling units, receptacle outlets shall be installed in required by Section R314.3. age areas,work areas, and the like, accordance with the general provisions specified in Sections Exception:A receptacle supplying only a permanently E3901.2.1 through E3901.2.3 1. Ionization smoke alarms shall not be installed less than 20 installed fire alarm or burglar alarm system. feet(6096 mm) horizontally from a permanently installed cooking E3902.6 Kitchen receptacles.All 125-volt. single-phase, E3901.2.1 Spacing appliance. DRAWING NAME: 15-and 20-ampere receptacles that serve countertop surfaces 2. Ionization smoke alarms with an alarm-silencing switch shall ELECTRICAL shall have ground-fault circuit-interrupter protection for per- not be installed less than 10 feet(3048 mm) horizontally from a sonnel. Receptacles shall be installed so that no point measured permanently installed cooking appliance. E3902.7 Sink receptacles.All 125-volt,single-phase, 15- horizontally along the floor line of any wall space is more than 6 3. Photoelectric smoke alarms shall not be installed less than 6 PLAN I /� ^I and 20-ampere receptacles that are located within 6 feet feet(1829 mm),from a receptacle outlet. [210.52(A)(1)] feet(1828 mm) horizontally from a permanently installed cooking I LA V 2012 INTERNATIONAL RESIDENTIAL CODED 713 E3901.2.2 Wall Space appliance. POWER AND LIGHTING DISTRIBUTION JOB#: #1807-DESEMONE RESIDENCE 1 (1829 mm)of the outside edge of a sink that is located in an As used in this section,a wall space shall include the following: R314.4 Interconnection FILE NAME: area other than a kitchen, shall have ground-fault circuitinterrupter [210.52(A)(2)] protection for personnel. Receptacle outlets shall Where more than one smoke alarm is required to be installed D N BY: D.A.N. DATE: 4.25.18 not be installed in a face-up position in the work surfaces or 1. Any space that is 2 feet(610 mm) or more in width, including within an individual dwelling unit in accordance with Section countertops. space measured around corners,and that is unbroken along the R314.3,the alarm devices shall be interconnected in such a C EC D.A.N. SCALE: AS-NOTED floor line by doorways and similar openings,fireplaces, and fixed manner that the actuation of one alarm will activate all of the alarms cabinets. in the individual dwelling unit. Physical interconnection of smoke SHEET: O q c'yj� alarms shall not be required where listed wireless alarms are THIS DOCUMENT,INCLUSIVE OF THE IDEAS ;v_, 2. The space occupied by fixed panels in exterior walls, installed and all alarms sound upon activation of one alarm. AND DESIGNS INCORPORATED HEREIN,IS n excluding sliding panels. FURNISHED AS AN INSTRUMENT OF Combination smoke and carbon monoxide alarms shall be CONTRACTOR TO VERIFY ALL PROFESSIONAL SERVICE AND REMAINS THEA1- 3. The space created by fixed room dividers such as railings permitted to be used in lieu of smoke alarms. DIMENSIONS IN THE FIELD SOLE PROPERTY OF 360 DESIGN PLUS,LLC ■ O and freestanding bar-type counters. AND REPORT ANY DISCREPANCIES AND IS NOT TO BE USED IN TO THE DESIGNER BEFORE OTHER PROJECTS WITHOUT THE EXPRESS `9j 040399 O PROCEEDING WITH WORK. WRITTEN AUTHORIZATION OF THE ARCHITECT O F N e y