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HomeMy WebLinkAbout43430-Z �gUFOFIK �0�0 CpGy Town of Southold 9/10/2020 0 • P.O.Box 1179 w, 53095 Main Rd �ao� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 41431 Date: 9/10/2020 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 1070 The Strand, East Marion SCTM#: 473889 Sec/Block/Lot: 30.-2-77 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 9/20/2016 pursuant to which Building Permit No. 43430 dated 1/30/2019 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: one family dwelling with unfinished basement covered front entry first and second floor balconies rear second floor deck and one car garage under as applied for. The certificate is issued to Lefkara Holdings LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-12-0072 1/5/2019 ELECTRICAL CERTIFICATE NO. 43430 8/31/2020 PLUMBERS CERTIFICATION DATED 8/19/2019 r d 'ecuch A o 0ei ature osUFfQ�'�D TOWN OF SOUTHOLD BUILDING DEPARTMENT C2 z 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 #: 43430 Date: 1/30/2019 Permission is hereby granted to: Lefkara Holdings LLC 100 Brompton Rd Garden City, NY 11530 To: Construct a new single family dwelling as applied for per SCHD approval. Replaces BP#41122 At premises located at: 1070 The Strand, East Marion SCTM #473889 Sec/Block/Lot# 30.-2-77 Pursuant to application dated 1/30/2019 and approved by the Building Inspector. To expire on 7/31/2020. Fees: PERMIT RENEWAL $1,270.20 Total: $1,270.20 Building Inspector �g�frFat TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE a • 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#: 41122 Date: 10/27/2016 Permission is hereby granted to: Lefkara Holdings LLC 100 Brompton Rd Garden City, 'NY 11530 To: construct a new single family dwelling as applied for per SCHD approval. At premises located at: 1070 The Strand, East Marion SCTM # 473889 Sec/Block/Lot# 30.-2-77 Pursuant to application dated 9/30/2016 and approved by the Building Inspector. To expire on 4/28/2018. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,540.40 CO -NEW DWELLING $50.00 T •$2,590.40 Building Ins ector Form No.6 TOWN OYSOUTHOLD 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,Commercial$15.00 p New Construction: �/ Old or Pre-existing Building: Date. l(check one) Location of Property: tO 7O S-m-At- � MA, oto House No. Street Hamlet Owner or Owners of Property: S—CF FA IJ U DF-5 Lsuffolk County Tax Map No 1000, Section 50 Block Z Lot 77 Subdivision tPf�Ek�EAc H FAYLF1S Filed Map. Lot: Permit No. � Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: / Request for: Temporary Certificate Final Certificate: " (check one) Fee Submitted: $ 1%-, Appli ant Signa u-re" oF so�Py®� Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G Q sean.deviin()-town.southold.ny.us Southold,NY 11971-0959 • �® ®�yC®UM`I,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Lefkara Holdings LLC Address: 1070 The Strand city East Marion st: NY zip: 11939 Building Permit#: 43430 Section- 30 Block: 2 Lot: 77 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Ptractor:77 DBA: Yannucci Elec. Serv. License No: 50592ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 67 Ceiling Fixtures 40 Bath Exhaust Fan 5 Service 3 ph Hot Water GFCI Recpt 16 Wall Fixtures 23 Smoke Detectors 6 Main Panel 150x2 A/C Condenser 3 Single Recpt Recessed Fixtures 129 CO2 Detectors Sub Panel A/C Blower 3 Range Recpt Gas Ceiling Fan Combo Smoke/CO 4 Transformer UC Pucks 4 Dryer Recpt Emergency Fixture Time Clocks Disconnect Switches g5 4'LED Exit Fixtures �] Pump 2 Other Equipment: Hood, 2-DW, 2-Fridge, Mini Fridge, Micro, 2-Washer, 2-Dryer, Elevator Notes: House w/ Garage Inspector Signature: 0 Date: August 31, 2020 S.Devlin-Cert Electrical Compliance Form.xls SQUTyolo Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G Southold,NY 11971-0959 �Q BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: 811g11q Building Permit No. z 0 Owner: 3+e-Farn jt-5 (Please print) Plumber: BrOA Ti ecucA (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Signature) Sworn to before me this day ofA20LP� 6 ✓ is V Notary Public, County AUG 2 1 2019 MUL111i IC,r DEP '. COf NNEaa.BUNCHew Yorkw'I.���S'i'� �)F Notary Public, No.01BU6185050 O Qualified in Suffolk Countya, Commission Expires A01"4 - SO//lyo o�ycoUMY,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPEC 7ROUGH ON [ ] FOUNDATION 1ST PL13G. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRIC (ROUGH) [ ] ELECTRICAL (FINAL) .� REMARKSvil pro v U iei o k py Qvyx I vii DATE 1 INSPECTOR pF SOUTyolo �ycoulm, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPEC%p ON _ _ [ ] FOUNDATION 1ST [ ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRIC L (ROUG [ ] ELE TRICAL (FINAL) RE ARKS: �� Xi l l� O DATE Y INSPECTOR souTyo H O i �y 0 m,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] UGH PLEIG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] F E SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECT AL (FINAL) REMARKS: f4, l _� rJ A- G - rit. Cam i DATE INSPECTOR VAo%V �pF So ho3� 06 # TOWN OF SOUTHOLD BUILDING DEPT. u 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] SULATION [ ] FRAMING /STRAPPING FINAL ffl�> [ ] FIREPLACE-& CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: 4 C ; lQjbA-As ov c ✓� f (Z lcM��✓ �r✓CJS lob (n u vwew,4, �j 5 ,, DATE t, INSPECTOR 3� �o�apF SOUIyOIo / # TOWN OF SOUTHOLD BUILDING-DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I ULATIIOWCAULKING [ ] FRAMING /STRAPPING [ FINAL N15 [ ] -FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] -FIRE-RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: J6vm ahbffkl� 0&1 6vw Y 6&Ar_i DATE LV INSPECTOR f�. SOF SOUjy T WN OF SOUTHOLD`BUILDING DEPT. °`ycourm N 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG.-- [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY- [ ] FIRE SAFETY INSPECTION [ ] 'FIRE RESISTANT'CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION ] PRE C/O REMARKS: 0— kl;ol -4- - IV 0 1.40 ro 445,Z) a L.�/e4 in�- oenoo J- �O 1,2040M ` All dodev* &_ oeolmvfnhmt�� csezure / a jr cnli ne / /A (J JrAmgler M • re, work _av�l owe-F bV A-6 - VAI Vt Aml e we err ®w Av e _fy:1' 4 DATE A INSPECTOR q pF S0!/TyO� O ( -r U�7 V 7 V 1 , 1c S*I-c,dl 1 JJ # * TOWN OF SOUTHOLD BUILDING DEPT. °`ycournv��' 765-1802 INSPECTION [ ]- FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ - ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: DATE INSPECTOR mums t IWIP now& --- ; w� At M .�• �1jy w 1. • A # ' i''-'Vt. tri.i .•,j.♦-arY.'-: .'i _.`Y,, i � (k� '1 �, i 4 ',��$�. 74 A, . +Y�,� :a�}r`•;�ys-;t "i y;' .,,� `'Y 4 ,4• �`. a ..4•.� �'. l4'.*'-r Thank you! JNS D 1 v f 1 o f• o f ri t Kim Sperling I JNS Contracting, LLC. 256 Route 25A Wading River, NY 11792 P—(631) 929-5500 1 F—(631) 929-5501 www.insdevelopment.com From:JNS-Office Sent:Tuesday,September 8,2020 4:07 PM To: Bunch,Connie<Connie.Bunch @town.southold.ny.us> Subject: RE: BP#43430- 1070 The Strand, East Marion Working on having one of the guys stop and take a photo. Will get to you ASAP! Thank you, J \TS b f v f 1 (7 f' tie f K t Kim Sperling JNS Contracting, LLC. 3 NYTempering LLC Confirmation 60-21 Flushing Avenue InvJ1 NY2379206 date:--12/26/2018 Maspth,NY 11378 oust.,# Long Island Glass p.718,326-8989 P.O.#Stefinedes Sold by: f. 718-326-8986 Fed Tax# Lead:5 days WW-W-ully-temeg ringic—OM Delivery Type Net, g— Long Island Glass&Storefronts 1135 Station Rd Medford,NYS 1763 631-448-7747 631-875-0334 531-448-7940 QTY Thickness Description Price 1 1/2 45 114 X 35 CLEAR TEMP W/PE 2 112 49 7/8 35 CLEAR TEMP W/PE I V2 45 1/4 35 CLEAR TEMP W/PE Mir 1 112 47 1/8 35 CLEAR TEMP W/PE as 2 1/2 52 35 CLEAR TEMP W/PE 1 1/2 47 35 CLEAR TEMP W/PE 7 112 50 35 CLEAR YEW W/PE' 6 1/2 45 1/16 35 CLEAR TEMP W/PE 3 112 47,13116 3S CLEAR TEMP W/PE 2 1/2 42 35 CLEAR TEMP W1 PE SUB TOTAL. TAX, Total; Deposit: Balance: Ow Signature: ,, J Date:..... , Mitltv Ple-e(h—k,)nd ensure oil Iteins are it,best<ondnion,Your otdE,(Cannot It yo-a bring your Owl'glassjes),lour coftirany J)alne Must be iesibry mark on the Mass,we are riot responsible for any damages on custornef'5 glassifirij. All mitenas sold ir thi.invoice is guaranteed to be as specified and is not safety etazed material unless so marked,It Is sold with the jnderstwnd ngzhal th,s rimerialwilt 00 41,diaziad In a'hazardous loration"as defined by the Consume,Product Safety Comoision All mqroiand+s,,,Mumvo(of Lredi",refon-j or exchange must be in rt,,saleablo condition,author zed for tetum,accornpan•ed by this tece,pi. may N—A, ect lo'c',40ci,iog fi?e.No returns wkil be 2uthonzid for specLal orders or cut flat glass 2 D D Ls U V� gDD SEP 8 2020 BULLDING DEPT. TO 7,91 T UTHOLD Delfino Insulation Co., Inc. Customer: J N S Contracting 1648 Locust Av. 256 Rt.25A Bohemia, NY 11716 Wading River,NY 11792 631-567-4545 Job Location:1070 The Strand East Marion,NY 11939 Insulation Certificate WORK AREA ITEM INSTALLED TO CODE Fire caulk Install fire caulk to code Attic roofiine 8"open cell foam(9-30) Gable walls 4"closed cell foam(R-28) 2x6 exterior walls 2"closed cell foam(R-14) Zx6 exterior walls R-13 unfaced batt(total R-27) Rim joists 2"closed cell foam(R-14) Interior garage ceiling 2"closed cell foam(R-14) Interior garage ceiling R-30 unfaced batt(total R-44) Cantilever 2"closed cell foam(R-14) Cantilever R-38 unfaced batt(total R-52) Cellar ceiling R-30 Kraft faced batt wiuw..w..-. _ All work has been Installed to New York State Code standards. / Al/11 De no Insulation Co.,Inc. Fred Furnell Jr �3y�0 ALL ISLAND ELEVATOR CO. PO Box 655 Phone: 631-723-1500 Hampton Bays, NY 11946 www.allislandelevator.com e-mail: allislandelev@,aol.com 7/29/19 JNS Contracting LLC. Email: office@jnscontracting.com Attn. Bill Zoumas Re: Stefanides Residence 1070 The Strand East Marion,NY 11939 Dear Sirs: This is to certify that the roped hydraulic residential elevator manufactured by Cambridge Elevating Inc. (model-Elmira) installed at the above,NY location was designed,manufactured and erected in accordance with ASME/ANSI A17.1 "Safety Codes for Elevators and Escalators" Section 5.2; ICC/ANSI A117.1 and NFPA70 National Electric Code. The installation of this elevator is complete and it is available for use. Sincerely, ALL-ISLAND ELEVATOR CO. -D I E t- V 6.f AUG - 5 2019 JAMES J. DEERKOSKI P.E. 260Deer Drive M ttituck,NY(631) 774 7355 52 D 19CF=9VF= D Date: December 1, 2016 DEC ® 1 2016 To: Town of Southold Building Dept BUILDING DEPT. Re: Footing, Foundation Damproofing, Inspections TOWN OF SOUTHOLD Lefkara Holdings LLC 1070 The Strand East Marion,NY 1193 9. Permit#41122 This letter certifies that an inspection was performed on the footings, foundation, and damproofing at the above mentioned property and all the work was installed as per plan and meet all state and local codes. Any questions feel free to call. cerely, <0 NEIV CD +� es Deerkoski P.E. Uj 0725°��``� FESS10 �I FOUNDATION (IST) 'FOUNDATION (2ND) 51 OWES jlpv� PLUMBING ��{Ii�/Il�_ �Ll'L �, �rGI� • INSULATIONROUGH FRAMING& ' � 1: ► llmrr ENERGYY. STATE • 1 V � .�.�.11 � • lilies InFrAhl 1.0f ,toW VAN LA ADDITIONAL comMENTS r , , Ea1191 ,A �� ppiq 11111, 111 AR r - _- / -- i 7 roll Imill wil All! TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUfLDIAG DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthForLnet PERMIT NO. 22� Check Septic Form N.Y.S.D.E.C. aV � Trustees Examined Flood Permit 20 ® Storm-Water Assessment Form Contact: Robert Stromski AIA Approved 2 20 l SEP 3 0 2016 Mail to:PO Box 1254 Disapproved a/c Jamesport, NY 11947 B LYy Phone:631-779-2832 Expiration ,20 TOWN FSO Building Inspector APPLICATION FOR BUILDING PERMIT Date September,29 _32016 INSTRUCTIONS a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an 1 addition six months. Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) PO Box 1254 Jamesport, NY 11947 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Architect Name of owner of premises Lefkara Holdings, LLC (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer Robert Stromski AIA- President STROMSKI architecture, p.c. (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 1070 The Strand East Marion House Number Street Hamlet County Tax Map No. 1000 Section 30 Block 2 Lot 77 Subdivision Pebble Beach Farms Filed Map No.6266 Lot 125 a h 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy Vacant b. Intended use and occupancy Single- Family Residence wijtb attached garage 3. Nature of work(check which applicable):New Building ® t�e Addition Alteration Q Repair Removal_E=D_Demolition Other Work (Description) 4. Estimated Cost$600,000.00 Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units 1 Number of dwelling units on each floor If garage, number of cars 1 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. N/A 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front 587" Rear 587" Depth 6116" Height 34'11" Number of Stories 2 9. Size of lot: Front 63.25' Rear 68.27 Depth 303.36' 10. Date of Purchase March of 2013 Name of Former Owner Jack Cipriano 11. Zone or use district in which premises are situated R-40 12. Does proposed construction violate any zoning law, ordinance or regulation?YES NO X 13. Will lot be re-graded?YES W1 NOL[Will excess fill be removed from premises?YES ✓E NOD 14.Names of Owner of premises Lefkara Holdings,LLC Address 100 Brompton Road Garden Crty,NY 11530 phone No. Name of Architect STROMSKI architecture, P.C. Address PO 1254 Jamesport,NY 11947 phone No 631-779-2832 Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES [71 No * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES 0✓ NO * IF YES,D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey,to scale,with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18.Are there any covenants and restrictions with respect to this property? * YESg NO2_ * IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OFS"L Robert Stromski AIA being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the Architect (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn tpbefore me this day of s w'f' 20__L& DORIS E.SPAHR Notary fq,4c Notary Public, State O ew Si ature llcant No. 01SP6069527 g° PP Qualified In Suffolk County Q Commission Expires February 4, 20 1 D Scott A. Russell , 0S1jffQ't S'7C'0]KMWA\`]F1E1K SUPERVISORJ � z MA\NA\G]EM]E1�N '7C' SOUTHOLD TOWN HALL-P.O.Box 1179 0 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET OG 0 3 1016 t TO BE COMPLETED BY THE APPLICANT ) ! - DOES THIS PROJECT INVOLVE ANY OF THE�lFOLLONVINTO: ^-- --- ---:1 (CHECK ALL THAT APPLY) Yes i I ' ❑ A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. of ❑ B. Excavation or filling involving more than 200 cubic yards of material ; ,f within any parcel or any contiguous area. j ; i ❑ C. Site preparation on slopes which exceed 10 feet vertical rise to ;t 100 feet of horizontal distance. 1i ❑EJ/D. Site preparation within 100 feet of wetlands, beach, bluff or coastal l ; erosion hazard area. ❑Ef E. 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 II; I 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. �C 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. I'APPLICANT. (Property Owner.Design Pmfe conal,Agent,Contract�ojr,Other i S.C•T.Ikl. : 1000 Date � �v�0M5�( f}Q�}ft�.t77lP� ,r•C. D.trict VANtE. wUu Section Block Lot i' FOR BUILDING DEPARTMENT USE ONLY Contact Information. 631 -779 'Z83 -2 — Teleehcvx h�mMr Reviewed By: Property Address / Location of ConstructionDate. —3 0—Work: ! I' — — — — — — — — - - - - - - - - - '7t� � � Approved foi processing Building Permit. f 1"�i ' i 10-70 � :� ® Storrmvater Management Control Plan Not Required. • Stoi ni,,atei Management Conti of Plan is Requn ed IFor�%ard to Engineei ing Department for Review - FORM # SMCP-TOS MAY 2014 APPLICANT # s.C.T.M: : 1000 (Property Owner,Design Profecsion 1,Agent,Contractor,Other — SOS 'Ir'. CHAPTER 23 y Ira nSfF% �eZA111 vet 3 O Z '7-7 Stonnwater Management Control Plan CHECK LIST NAME. r S e section Block Lot S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application. Date: ° �k The applicant must provide a Complete Explanation and/or Reason for not providing 1 779 "�®✓? Z all Information that has been Required by the following Checklistl Signa rc rdry,Mrc N—t— 1., A Site Plan drawn to scale Not Less that 69 to the inch MUST YE Nif You answered No or NA to any Item, Please Provide Justification Here! show all of the following items: O NA If you need additional room for explanations,Please Provide additional Paper. a. Location & Description of Property Boundaries b Total Site Acreage. R�== o ,$vVi mf i i m Pet- eo esktpA!F P41 c. Existing- Natural & Man Made Features within 500 L.F. �, of the Site Bounclary as required by §236-17(0)(2). (1. Test I lole Data Indicating Soil Characteristics&Depth to Ground water. -r $1Lti OF GO t.tAV- t-14 e Limits of Clearing & Area'of Proposed Land Disturbance. WL A-ee o f. Existing & Proposed Contours of the Site Miurour t Z Intervals) ,L Gid g. Location of all existing & proposed structures, roads, t✓I 1wiL� driveways, sidewalks, drainage improvements& utilities. 0O t? &4(. k a v&1-7e av h. Spot Grades & Finish Floor Elevations for all existing& en, a Sx proposed structures. u tz r. vv iv o Ott = L G 1. Location of proposed Swimming Pool and discharge ring. xe 27t- Pk,r-.0✓k I. Location of proposed Soil Stockpile Area(s). - a n k. Location of proposed Construction Entrance/Staging Area(s). 1. Location of proposed concrete washout area(s). M. Location of all proposed erosion&sediment control measures. 0RAINAGE INSPECTIONS ARE Kt:QUIRED O0 2. Storimvater?vlanagement Control Plan must include Calculations sho4N ung Contact Engineering a - before that the storniwater improvernents are sued to capture,store,and infiltrate Mckfill,OR Provide Enginee i on-Site the run-riff trout all impervious mi faces generated by a tu'ro(2")inch 0 that the drainage has been in rainfall/Storm event. 3 Details&Sectional Drawings lot stornnvater practices are required for approval items requiring details shall include but not be limited to: Shall but e imi ° 2016 a. Erosion&Sediment Controls, A well maintainedons rue ion ntranct- b Construction Entrance& Site Access. 0 ire Backed Silt Fencing,stabiiizati ' c. Inlet Drainage Structures (c.g.catch basins,trench drains,etc.) Seeding of exposed and/or inacti EPT• d. Leaching*Structures (e g infiltration basins,&wales,etc.) roR ENrai�vrE:._Ivc DEPrfi -_____ r use o;v�.Y Additional Information is Required. l j� Reviewed& l Stormwater Management Control Plan is Not Complete. ;,, .: Approved By: — — — — — — — — — — — — — — — Stormwater Management Control Plan is Complete, Date: /� � 1 SMCP has been approved by the Engineering Department.;' FORM SWOP Check List -TOS MAY 2014 pF SOUjyolo ' Town Hall Annex 1i [ Telephone(631)765-1802 54375 Main Road m�ax(631)765..,9 P.O.Box 1179 Q roger.richert(a, own.southo d.nv.us Southold,NY 11971-0959 OIyC� Ngo Un BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Y&,lyl k.0 ` �'�� Date: I Company Name: r-111 I1 V C Name: Com + License No.: �'(rj 2— Address: C' Q or -,e- Phone No.: _ -- "� JOBSITE INFORMATION: (*Indicates required information) *Name: rheiavz, *Address: /a ?D T A-e- *Cross Street: 12c- (,J"-y *Phone No.: Permit No.: t f Tax Map District: 1000 Section: Block: Lot: *BRIEF DESCRIPTION OFWORK (Please Print Clearly) �. �u 6 U ti"d' ? O V (Please Circle All That Apply) *Is job ready for inspection: YES NO Rough In Final *Do you need a Temp Certificate: (9/ NO Temp Information (If n eded) *Service Size: 1 Phase 3Pha 100 150 200 300 350 400 Other *New Service: Re-connec Underground umber of Meters Change of Service Overhead Additional Informatio PAYMENT DUE WITH APPLICATION 3500 '- t 82-Request for Inspect' rn \\oF SO�jyOlo Town'Hall Arinex [ Telephone(631)79g65--1802 54375 Main Road �. roge`r.richert(a'town s 765 2' P.O.Box 1179 G+ COQ Southold,NY 11971-0959 , • '`Ol ; BUILDING DEPARTMENT TOWN OF SOUT146LD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY:.. �G�rr•� ��c�,{ E .�2. �_�S'�� Date: I Company Name: a'11_1 n LkC-�` !Q_c r CSS S �J �C6 ' Name: > sb �- License No.: Address: Phone No.: JOBSITE INFORMATION: (*Indicates required information) *Name: *Address: la 2 O TA-e- ST I Q S *Cross Street: (,1-,-x *Phone No.: 6 3 ('25-8 Permit No.: Tax-Map District:, 1000 Section: Block: Lot: *BRIEF DESCRIPTION OF WORK (Please Print Clearly,) (Please Circle All That Apply) *Is job ready for inspection: YES NO Rough In Final *Do you need a Temp Certificate: YES / NO Temp Information (If eded) *Service Size: 1 Phase 3Pha 100 150 200 300 350 400 , Other *New Service: 'Re-connec Underground' umber of Meters Change of Service Overhead Additional Informatio PAYMENT DUE WITH APPLICATION 82=Request for Inspectio orm PERMIT# ddr ss: C r ✓ Switches II �� Outlets l GFI's r Surface Sconces ` H H's j w� UC Lts `�'�✓ - - V l Fans Fridge HW CY Exhaust Oven Dryer ' Smokes DW I f Service ti Carbon Micro I rn Generato Combo Cook op Transfer AC AH 1 ( Mini Special: ' v L � U Comments am h'i d n • ll ,J' �e 7"G � �ocd r� Q a 12 e/9"/o� �1Q o oaA Ire pl� b4d jr&A� orom-� crgr\ a, `r ono �' �a��� 1 !1 M,eGT-, V, _Q . �Q��FFOCx-QcCT. � Town Hall Annex �� Gy�c� Telephone(631-1802 54375 Main Road : Fax(631) 734-9502 P- O- Box 1179 CD r Southold, NY 11971-0959 y it BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: 12- Owner: zOwner: ►-�� cv y, Location of Property: 0-70 d -_WVA--JY) FAST H49io,_4 Please take notice that the (check applicable line): New-residential structure Addition to existing residential structure N t ' Rehabilitation to an existing residential structure '. to be constructed or{performed at the.subject property reference above will utilize (check applicable line): Truss type construction (Tr) Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) X Roof framing (R) FL-A-T Foo- ®tel Ly Floo and roof framing (F Signature- Name (person submitting this form): F 5NP? 5)e j Capacity(check applicable line): Owner 1 I a Owner representative &1tih; TrussResReg15_docx Effective 1!112015 6" DIAMETER REFLECTIVE RED T ROMAN ALPHANUMERIC -PANTONE- - - — - — _ - - ---•"--- DESIGN:�t71Ort-OF CONS i Ri3i.Tit"?i1 (PHIS) 9187 TYPE BASED ON-SECTION 602 OF THE BUILDING CODE OF NEW YORK STATE 2" MIN- REFLECTIVE WHITE 4 112" STROKE .. •---•---------�_—�...._ ..-- -•:v�`st�ni��vri�`o�'-'s�r`R�ic�t'tRat ..- ----=---:-•-----------= ------ - • COMPONENTSTHAT OF TRUSS CONSTRUCTION - "F" FLOOR FRAMING,-INCLUDING - GIRDERSIA'ND BEAMS-,t, . "R" ROOF FRAMING v "FR" FLOOR AND ROOF FRAMING TRUSS (DEN i f:lCA 1QN SIGN COWUANCE WITH 19 WCRR PART 1265ft*3 e- fo•mscALE ;aaEs alvrsla l EXANFLE TRUSS IDENTIF1GNFION SIGN DATE:93(08/2005 l = - NEW YORK STATE DEPARTMENT OF STATE ��.. ..1:;. DIVISION OF CODE ENFORCEMENT AND ADMINISTRATION �Ee;�RrlceEart�T.cFC: �� ► '� +, 4, TEST HOLE DATA'30 +� , (TEST HOLE DUG BY McDONALD GEOSCIENCE ON JANUARY 4, 2007) _ ���t �Q, I EL 52 7' DARK BROWN LOAM OLarchitecture, rch�to ip.. 6 O /p;h 9 JFF V�� i P.O.BOX 1254 JAMESPORT,N7 11947 PHONE(631)779-2832 PAX(631)779-2833 d V_ lip 44 ��o�'P Proposed Residence For: I,9 a BROWN SILTY SAND AND SANDY SILT SM & ML a 3 VAN 0\.x of ERIE\ N5 ° a �( (P 5� r. OOp'g8t� e a M re z '/,//,j//,j'//'j//j///%''�/'///// 0 5\mss'+ COP SNO�N 5, BROWN FINE TO COARSE SAND SW Stefanides 10�L, / / // / / / / , /, /, / PS 0Cp Tl %'0 //,//,j j j%///j//jam/ //// �F e`� EL 6.7' 46' 6 fig, do p% ii i�/i�� /i/ii//i / / The Strand Lot 125 s��, �// //�//�// // WATER IN BROWN FINE TO COARSE SAND SW SURVEY OF O, y� , /y / // // // /6 r Pebble Beach Farm LOT 1 5 °o _ \` z / _— sz' East Marion, NY 11939 MAP OF ' ' F —_——— 1 PROPOSED 81 DIA. X 4' DEEP S.C.T.M.#1000-30-2-77 dNc$//��� /( j / \ STORM DRAINS PEBBLE BEACH FARMS e `O / ——— —_ INFORMATION TAKEN FROM �, �Q Gop°'°' 1 / ` // �� SURVEY DONE BY NATHAN SEAL FILE No. 6266 FILED JUNE 11, 1975 ' F°�°�� � ' 11 64 x �o / `c° y CORWIN TAFT III DATED ��, °. 0 x �o c3 0/ / / �yti 1-16-2007 SITUATED AT Foo �'� o ,/ EAST MARION �� �P�1``� lb EAST S TOWN OF SOUTHOLD SUFFOLK C0UNTY, NEW YORK PROPOSED CLEARING LIMIT629 `sa.o PROPOSED 4,092 S.F. 0 DURING CONSTRUCTION. otic/' /' �s %// h _56 TWO-STORY RESIDENCE (63.0' rel t :meg S.C. TAX No. 1000-30-02-77 F ; F.F.E.)WITH 490 5.F. `hy ` LOCATION OF SILT FENCE AND 1 / . �-- SCALE 1"=40' HAY BALES ti 6 / 10 SD � ,5-5.4 ATTACHED GARAGE AT JANUARY 16, 2007 � BASEMENT LEVEL (53.0 F.F.E.) `���00 MARCH 7, 2007 ADDED CLEARING LIMIT 0�! '� / /' A�' I�j r 2y' � t � DECEMBER 10, 2015 ADD BUILDING ENVELOPE �F��,G� PROPOSED 6' DIA. X 4' DEEP � AREA = 22,427 Sq. ff. G�P� so o/ \ / // \\\ 54 STORM DRAINS ��+ 0.515 ac. G �0 ° / / 530 S4 PROPOSED P sFs o I / GRAVEL DRIVEWAY v6' Co yright 2016.STROMSKI architecture,p.c..All r^ !� 2C Q U I J rights reserved The Architect reserves the right to /1 00 ��E reproduce this design in its entiralteration of h any dportion ocuments thereof.Llnauthorized alteration of these documents is a NOTE 9J. LO 9C� L 1 , violation of the New York State Education Law.These F J drawings and specifications are an instrument of service i. ELEVATIONS ARE REFERENCED TO NG.V.D. 1929 DATUM 'p /•< �Q \ON Q�, and are the property of the Architect.These drawings EXISTING ELEVATIONS ARE SHOWN THUS: 1� ,'O O� J\ 53.2 FO�G '4'� and specifications are not to be used or,any other EXISTING CONTOUR LINES ARE SHOWN THUS:——— 10——— Cy 1 —/ G° ,pt 'J project,except by written pernussion of the Architect. 2. FLOOD ZONE INFORMATION TAKEN FROM: PROPOSED SANITARY SYSTEM 1 v FE FLOOD INSURANCE RATE MAP No. 063 G AS APPROVED BY SCDHSa PROJECT NO. 16-AR007 I ZONE VE' COASTAL FLOOD WITH VELOCITYLOCITY . . . . . �HAZARD (WAVE ACTION), S t BASE FLOOD ELEVATIONS DETERMINED I �� ZONE X AREAS DETERMINED TO BE OUTSIDE 500-YEAR FLOODPLAIN 154.6P 61j• ^ a G ��� SCALE 1"=40' DATE 9/23/16 DRAWN BY TLD/RS CHECKED BY RS 5 Foot �°\1ti S 2 TITLE o�F GCD 6 " STORMWATER RETENTION CALCULATION: o`�S�ptE�PV� Q SITE BASED ON 2' RAINFALL CONTAINMENT Nc S ! IMPERVIOUS SURFACE - 3,495 S.F. °° °�\ x ��P OPCS PLAN 3,495 S.F. X .166 FEET = 580 CUBIC FEET CONTAINMENT REQUIRED: 580 C.F./ 42 C.F.(PER LINEAR FEET OF B' DIA. RING) = 14 FEET OF COMBINED DEPTH SHEET CONTAINMENT) 1DIA X4 FEET DEEP STORM RINGS S- 1 '30 F, TEST HOLE DATA (TEST HOLE DUG BY McDONALD GEOSCIENCE ON JANUARY 4, 2007) _11 r �O EL Ez52.7' ON &SEDIMENT CONTROLS Q� S 1 �J V L5�1I ��• q1 �° D R WIN LOAM 0 architecture,P.C. �( / �,P��`` 0 66, /8, Small include not be limited to: 4 j Oti • ��NF e A well maintained Construction Entran P.O.aux 1254 JAMESPORT,NY 11947 61 / � `GEE �oj p PQ �6• / / / / i 1 GE,e1 i Wire Backed Silt Fencing,stabilisation PHONE(631)779-2832 PAX(631)779-2833 �°� -Ij5• //P�°�J,Ry ///�j//// �'Lry6 °E p�EE�M ' a or inactive soil I�e, ii► g $> osed and/ �- "\� ° Mpe Proposed Residence For: 813 E REQUIRED P a a 3a 49 �,p G�T EngtrrFrgat 765- © aeforga6 a yoLQ. 0N.%is p�P� os� a3 s a a ,ik OR-Provide Engineer's Certification Mr. - �7' ERN o9 //%/////j/j /j/// 5 �s,� / opps NO`N o 5��6 that the-drainage has been installed to Code, j/ j////�///j/////// O � —� p5 O C\ BROWN FINE TO COARSE SAND SW Stefanide s V S7 6 i // // /i/ //j /j //// / / j C� 4N EL. 6 7' ?° \ O// // ///// /// // // / 46' 6+ `:"Q, The Strand Lot 125 �// // ////i////i//i/i i / / tS aWATER IN BROWN FINE TO COARSE SAND SW SURVEY OF 00. ' ti�ti /y / �' 8 Pebble Beach Farm LOT /y g6 �T ///i/i EE _ __— 52' East Marion, NY 11939 p0 1' // /� e�G — I I MAP OF _—_—__ PROPOSED 8 DIA. X 4 DEEP S.C.T.M.##1000-30-2-77 b� moi. e If ji / s2,"� STORM DRAIN5 PEBBLE BEACH FARMS / / -- INFORMATION TAKEN FROM ti b G°`,v�ao O I / �O �, �,o o��to / 45 x 1 / 0 a O SURVEY DONE BY NATHAN SEAL FILE No. 6266 FILED JUNE 11, 1975 E° o`'�P, mss%' / moo/ /6 �, CORWIN TAFT III DATED SITUATED AT �`9' ° �F°° �°- 1� o /� // ' 9_%P �6' APPROVAL Ot�b MWATER MANAGEMENT EAST MARION ��"� P�� �z 2�__ robes '/ /%b CONTRo P wnCod C pt r 6 �S��R� TOWN OF SOUTHOLD Date: 6� 261Co ,� oe ° / ✓ SUFFOLK COUNTY, NEW YORK PROPOSED CLEARING LIMIT 629 ' mmoly, ® -a S.C. TAX No. 1000-30-02-77 DURING CONSTRUCTION. I ° ' /' // __56 TWO-5TORY ESIDEN (63.01 LOCATION OF SILT FENCE AND N 6T / �a y ,• - SD F.F.E.)WITH S.F. to �, �, ' ,s 4 ATTACHED G RAG AT �` o N S 1 s SCALE 1 =40 HAY BALES r' / // b BASEMENT L (53.0 F.F.E.) �i o .1, JANUARY 16, 2007 M fg (4114 0,0*mJ0005 '� o. DECEMBER 1MARCH 0,2007 2015ADADDDBUILDINGGEN EILOPE (�'(' 07 o1 , // ' ' A�. 9 zFeNce R�Ova.D +Qu- .� � '• / � PROPOSED 8 DIA. X 4 DEEP A 60 o / 5 STORM DRAINS AREA = 22,427 sq. ft. C011�$tp\.(?(J�ION IuOQ.�.. �� �\ 0.515 ac. / o `Od PROPOSED P,� sF,p o� / 53.0 3 GRAVEL DRIVEWAY AG�Ftrp yg2016.SIROMSKaxfitte� REwC DRAWAft ` P to wed.The Architect reves the %bt to C` I �Iro reproduce tide design in Its entirety or say portion Om /y ���'. Q'., thereof:(lnauthorlud elterattoa of these documents is a NOTE.— yJ 9(. - ` / 1a� G T� N'�/"� vfolaticn of the New York State Edoat o Law.-rhes. drawings and spedHatiom are an festntmett of service 1. ELEVATIONS ARE REFERENCED TO N.G.V.D. 1929 DATUM 'f� /�•-• �O °a �j/� and arm the pzopestyofthnAmbitect.Then,drrwtnge EXISTING ELEVATIONS ARE SHOWN THUS: 100 O I V a•\ p�G. .'Q• �y� �9 sig E f s+ and specifications are not to be used on any other EXISTING CONTOUR LINES ARE SHOWN THUS:--- 10 --- I I / - G° �� G, project,except by written permissionoftheArchitect. 2. FLOOD ZONE INFORMATION TAKEN FROM: PROPOSED SANITARY SYSTEM — FE % FLOOD INSURANCE RATE MAP No. 36103CO63 G _ (� � (� ZONE VE COASTAL FLOOD WITH VELOCITY HAZARD (WAVE ACTION), AS APPROVED BY S.G.D.N.S. ,st t ° �� \IBJ \�(,��� PROJECT NO. 16-ARoo7 BASE FLOOD ELEVATIONS DETERMINED a ZONE X: AREAS DETERMINED TO BE OUTSIDE 500-YEAR FLOODPLAIN. 546 P a e,CL /n°] SCALE 1"=40' DATE 9/23/16 SSR �j NOV.E' ,.'11J• I •oi W DRAWN BY TLD/lLS CHEC[CED BY RS �E ' JS s e �T -rb W TITLE I c 6 .] } S STORMWATER RETENTION CALCULATION: oma(S�E- ` a � � x5 �S�R,F,� SITE BASED ON 20 RAINFALL CONTAINMENT Nc SFR 4 .FUS .1FACE -3 4q5 S.F. � (�-�P► PLAN 3, % SF. X66FEET 50 CUBIC FEET a 0 CONTAINMENT REQUIRED: od° _ 580 C.F./ 42 C.F.(PER LINEAR FEET OF 8' DIA. RING) = 14 FEET TU OF COMBINED DEPTH SHEET / CONTAINMENT PROVIDED: ���O�P -//Z �SI Pr (4) 81 DIA X 4 FEET DEEP STORM RINGSQ �ryof D'i T S- 1 I JS (j 1. 5 1 PROP05ED GRADE = 57,0' PROPOSED GRADE = 53.0 S TROMSKI architecture,p.c. O O P.O.BOX 1254 JAMESPORT,NY 11947 PRONE(631)779-2832 FAX(631)779-2833 Ln O Ln O f RAIN WATER CATCH BASIN - A RAIN WATER CATCH BASIN B Proposed Residence For: 81-00 81-01 a Al WATER IN PALE BROWN FINE SAND = 6.7' WATER IN PALE BROWN FINE SAND - 6.7 StefanideS The Strand Lot 125 Pebble Beach Farm East Marion, NY 11939 S.C.T.M.#1000-30-2-77 SEAL D C� 36" MINIMUM 2 x 2 FENCE POST WOVEN WIRE FENCE FLOW (6 x 6 - 10110 WWF) `� >r FILTER CLOTH c C2 Sl-OPZ G 4 VERTICAL FACE �oreseght 2016. eArd2itemreserestherigiv Au �� ri reserved.The Arrldtect reserves the to EMBED FILTER CLOTH SOF SLOPE reproduce this design in its entirety or my portion thereof.Unauthorized alteration of these documents is a MIN. 6" INTO GROUND Z violation of the New York State Education Law.These dmwings and speciBmtions are an instrument of service „ and aro the property of the Architect.71e drawings 4, and epeclBptione ere not to be used on aaty Architect. rProp.except by written permissfoa of he NOTE: BEDDING DETAIL PROJECTNo. 16-AROM MAXIMUM DRAINAGE AREA 112 ACRE / 100 LINEAR FEET i SCALE 1.=4V DATE 9/23/16 DRAWN BY TM/RS CHECKED BY RS SECTION DETAIL STRAW BALE DIKE DETAILS TITLE SCALE.NTS I , SILT FENCE DETAILS SITE SALE:NTS DETAILS I SHEET S- 2 SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES FOR OFFICE USE ONLY OFFICE OF WASTEWATER MANAGEMENT • Health°Department Ref.No.- - YAPHK, Y 119t3 80 _- - 'WM suffolkcountyny.gov(6 AP- LICAT TO ATE EXISTING PERMIT TO CONSTRUCT SEWAGE DISPOSAL AND UPPL FACILITIES FOR A SINGLE FAMILY DWELLING YF _ T EVERSE SIDE OF THIS FORM FOR INSTRUCTIONS = 5 b_1'. offik �ALE SECTIONS-OE THIS FORM. ALL SIGNATURES MUST-BE ORIGINAL. r .. =- g SE OR ALL RENEW=-AND-T-RANSFERS' -EXISTING REFERENCE NUMBER: District �;-�Section Block ot- # Tax`Map No.: �5 so Name-of Current Applicant:- �, 1. � , �-- �� Tel# ""�-pq Mailing Address:- �` K�_CIP.4 p -_�� Emai1:Addr'ess:,, Name of CurrentAgent: 4 Tel#: �� MailingAddress:'"' c ,� ��(7 `.-` ✓t �".. � ���1 t'�c-� l �.� +Z—C�t �..��. R �-;�li`l (1� I!! 1 Email Address: rn a yc' 69 rn nJ r e n c o_� - - DATE OF ORIGINAL APPROVAL:L`: *If-more than 6 years-old and SCDHS_srte inspections have not been - _ 1 }1-l� "i performed,'a.new application will be required - 4, SECTION 2 FOR TRANSFERS WITH-PREVIOUS APPLICANT/AGENT PERMISSION_ Name:of Previous Applicant/Agent: - _ I hereby.transfer all_rights and interest iri the above referenced permit to the new applicant named above;, Signature of Previous Applicant/Agent: Date: SECTION 3 1 FOR TRANSFERS WITHOUT PREVIOUS APPLICANT/AGENT PERMISSION Name of Previous Applicant's Architect/Engineer/Surveyor: Tel#: ( ) - I hereby authorize the above named current applicant to use the previous applicant's survey/site plan for this project prepared by me; for the purpose of transferring the above named reference number and its site design. r. Architect/Engineer/Surveyor's signature: Date: SECTION Application is hereby made to [ 1 TRANSFER;11,1RENEW(check applicable) a permit to construct in accordance with this application,surveys and plans submitted. I hereby certify that I have examined this complete application and the statements therein are true and correct,and that all work shall be done in accordance with all applicable Town,County, State and Federal Laws. "Any false statement made herein is punishable-as a misdemeanor pursuant to S210.45 of New York State Penal Law." _ Signage-of Curre plicanC/AgentDate Y , _ P`nTN of Current Applicant/Agent TitlLef , DEPARTMENT USE ONLY r Permit is Transferred/ReneZved Until : t1 � # r f��i- Number.of=Bedrooms Approved 4t' ',•~ Signature of Department Representative Date ! ( 1 W WM-104 (Rev. 02/12) _ Instructions Applications that received Health Department approval more than six (6) years ago and have not been inspected by V the Health Department are not transferrable or renewable. The applicant must submit a completely new application package and fee, specific to the type of project being proposed. For information and forms, call (631)852-5700, email HealthWWM a@ ffolkconyqov_, or visit www.suffoikcounlyqy.gov/Health under"Documents and,Forms". TRANSFERRING A PERMIT Complete Sections 1 and 4. You must also complete either Section 2 (when previous applicant/agent is available) or Section 3 (when previous applicant/agent is not available) If neither Section 2 nor Section 3 can be completed, the Permit cannot be transferred The applicant must submit a new application package and fee specific to the type of project being proposed. A Application fee. See current fee schedule. A"Residential Construction-Single Family-Transfer"fee will be required as well as a "Residential Construction-Single Family-Renewal"fee if the permit has expired. B. If you require additional copies of the previous Health"Dept. approval of the project (for Town/Village-Building - Dept., etc.), please submit three (3) original prints of the site plan/survey previously approved by this Department for this project. Additional information may be required. C. If you are transferring a permit submission that has not yet received approval from this Department, please submit all outstanding items required to allow the issuance of a permit by this Department. Refer to the latest Notice of Incomplete Application and/or Notice of Non-Conformance-Residential (Forms WWM-042 & 043) prepared for your project RENEWING A PERMIT Complete Sections 1 and 4. A. Application fee: See current fee schedule. A "Residential Construction-Single Family-Renewal'fee will be required as well as a "Residential Construction-Single Family-Transfer"fee if the permit is also being transferred. B. If you require additional copies of the previous Health Dept. approval of the project(for Town/Village Building Dept., etc.), please submit three (3) original prints of the site plan/survey previously approved by this Department for this project. Additional information may be required. C. If the original date of issuance is greater than six (6) years old and inspections have been conducted by the Health Department, submit this form along with a full residential permit fee, see current fee schedule. If the original date of issuance is greater than six (6)years old and inspections have not been conducted by the Health Department, the application cannot be renewed. The applicant must submit a completely new -- -----application package and fee, specific to the type of project being proposed. _ REVISIONS TO EXISTING PERMITS If you are transferring and/or renewing an application and are also making any minor modifications to the project that differ from the originally approved permit, you must submit three (3) original prints of a site plan or survey that clearly show your project revisions. An additional fee may be required if the revisions or modifications are deemed to be substantial in nature. SIGNATURES MUST BE ORIGINAL,PHOTOCOPIES NOT ACCEPTED. WWM-104 (Rev. 02/12) 18-1683 01/13kk SURVEY OF 3 TEST HOLE DATA L 0 T 125 ® (TEST HOLE DUG;BY McDONALD GEOSCIENCE ON JANUARY 4, 2007) MAP OF EL 52.7' PEBBLE BEACH FARMS 'S 47 Ao DARK BROWN LOAM OL FILE No. 6266 FILED JUNE 11, 1975 46 i 66 SITUATED AT ��9l ti �N EAST MARION P`���� ° a TOWN OF SOUTHOLD b� vPe SUFFOLK COUNTY NEW YORK >S �p�` ° BROWN SILTY SAND AND SANDY SILT SM & ML 38 �/ s �� o� of S.C. TAX No. 1000-30-02-77 N`O 1 PRp ftps� N 4 „ , �i�5o�� N SCALE 1 =40 moi/�i/i'�/// i_5A pS�pOpPs gS S e ° �oy'6pg' - 007 44 MARCH JANUARY ADDED CLEARING LIMIT /�// Q�p�p N BROWN FINE TO COARSE SAND sw NOVEMBER 29, 2012 ADD PROPOSED HOUSE \6/i ''- '/ I- i' '� 'i-/,, ,, i / ! EL s.7' 46, AREA = 22,427 sq. ft. 0 �,9, 8 0.515 ac. �' WATER IN BROWN FINE TO COARSE SAND SW xsa 2 ___r'0 52' Ro :0 /i / t // ——— 62 1'\ p�\�P# NO°` iii 6 l o / 00 sa s, 6 ,00/ ' X0 A-9c+ v0 /' i n9<70 - �y �y 602 �� --� ��' /' C ` CERTIFIED TO: _ STEFANIDES \ szs /moi / . sao 0 Lp, P, 0 04 z ,�� a ce �1:01- 600 0; �� �� \ x542 LU SERVICES - GS, Off, Q,O�/l{G COUIBJ•[�ra�F1t B Fop, c'_ L9J ��0 �` �C Uva . `Yq w T L r �;T.st��•1 s�t� Fi<� �� °o e OQO��\ �e °�s2 �'�, �� �G.:19Y` Ca L�"�:�F�O P. �'�' -:, ��n tic �'0 6 s r � v �y S16a3 n SA , PREPARED IN ACCORDANCE WITH THE MINIMUM NOTE. F �r}��Q Q y ' I � STANDARDS FOR TITLE SURVEYS AS ESTABLISHED 1. ELEVATIONS ARE REFERENCED TO N.G.V.D. 1929 DATUM P Q�/(/�� !Y F 1 �j, '%Zf; O Off' Q� BY THE LIALS.AND,AP OVEO'LVJO,.ADOPTED EXISTING ELEVATIONS ARE SHOWN THUS: 100 O td" O,c. b /0 532 FpO��,.� ��O' �+ ,dr ® � FOR SUCH USE BY.t1HE"NR YORK STATE,LAND 11 •� EXISTING CONTOUR LINES ARE SHOWN-THUS:——— 10 ——— Y''"" I !yam _� �I a G 6• ' eaya y)�, D� 66 TITLE ASSOCIATI Nt'cI � me � '-fir_ 2. FLOOD ZONE INFORMATION TAKEN FROM: !� �? �1 .+�T-b � T �e �;,,7 m� FLOOD INSURANCE RATE MAP No. 361030063 G X � ., ° $$$"' ZONE VE: COASTAL FLOOD WITH VELOCITY HAZARD(WAVE ACTION); u T1 ' ui \\ e Q BASE FLOOD ELEVATIONS DETERMINED ZONE X: AREAS DETERMINED TO BE OUTSIDE 500-YEAR FLOODPLAIN. 546 3. MINIMUM SEPTIC TANK CAPACITIES FOR 5 BEDROOM HOUSE IS 1,500 GALLONS. 1 TANK; B' DIA. 5' LIQUID DEPTH > T° ,+ `T` �� ' • ° •• •g� a 't �J+ gy 4. MINIMUM LEACHING SYSTEM FOR 5 BEDROOM HOUSE IS 400 sq ft SIDEWALL AREA. �, B_idYvs F0> *�� � � �� 8 Yf 1 POOL: 16' DEEP, B' d1a. ��j�. 53°J O �'°01�2 '" y �d' a PROPOSED EXPANSION POOL �. o 4 �. v � C'°S•61 ° "� '„52$ �� --- - - - y p � g __" '- I � C' _ + SIS '�IL � 2 0 n a • �R��� �\��5 I !9 M. `Ss U, a. 50467 ®PROPOSED LEACHING POOL O. ,5,S�'d 5 a u - \�S r fi•Td�'1 i W ®PROPOSED SEPTIC TANK +v��e/i„ ; C0�03� �.t a g6 �P� �'� UNAUTHORIZED ALTERATION OR ADDITION Na�}�I�n ` \�O'n III 5. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD q j �tT+`� 'S' �p44 •�� F' X .( ��j'1 0��' JpGP TO THIS SURVEY IS A VIOLATION OF Nathan G f V,% rY OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. 5N, � to ' _+ QJ SECTION 72LA OF THE NEW YORK STATE Surveyor 9 � "A Y EDUCATION LAW. Land Su veyor p� A`' ��� COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALT.NOT BE CONSIDERED TO BE A VALID TRUE COPY o g Successor To: Stanley J. Isaksen, Jr. L.S. ° I, CERRFlCATIONS INDICATED HEREON SHALL RUN Joseph A In a en L.S. \�GJ ONLY TO THE PERSON FOR WHOM THE SURVEY P 9 9 IS PREPARED,AND ON HIS BEHALF TO THE Title Surveys —OQvG TGOVERNMENTALLENDING isions Site Plons _ t O` OIE � QDsnTHASSIGNEEsED PHONE (631)727-2090Fax (631)727-1727 SSS { TUTION CERTIFICATIONS ARE NOT TRANSFERABLE OFFICES LOCATED AT MAILING ADDRESS J THE EXISTENCE OF RIGHT OF WAYS 1586 Main Road P.O. Bax 16 _ _ I AND/OR EASEMENTS OF RECORD, IF P ANY, NOT SHOWN ARE NOT GUARANTEED. James ort, New York 11947 Jamesport, New York 11947 I I I • I� SURVEY OF '3v ,, _� TEST HOLE DATA L O T 125 O (TEST HOLE DUG+BY McDONALD GEOSCIENCE ON JANUARY 4, 2007) MAP OF ��o ti6 ���� PEL 52.7' PEBBLE BEACH FARMS DARK BROWN LOAM OL FILE No. 6266 FILED JUNE 11, 1975 ! �P 6' 1 1 Q++ ` \G`T 'ss,�,,• J�� •° o° SITUATED AT EAST MARION ����pp�;o�`` a�p�oa�� TOWN OF SOUTHOLD o,o s�a�°� NE pR�pbpP a ° BROWN SILTY SAND AND SANDY SILT SM k ML SUFFOLK COUNTY, NEW YORK S� �Rp R 5\ONS OF; 4 S.C. TAX No. 1000-30-02-77 pgOA:ON-gN6�` a SCALE 1"=40' JANUARY 16, 2007 Ir / GpPSt\p�o•y, MARCH 7, 2007 ADDED CLEARING LIMIT ♦fi ^fes p5 tp N BROWN FINE 70 COARSE SAND sw - DECEMBER 10, 2015 ADD BUILDING ENVELOPE T7 /F Q�p EL 6.7' NOVEMBER 27, 2016 FOUNDATION LOCATION S, S WATER IN BROWN FINE TO COARSE SAND SW AREA = 22,427 Sq. ft. '�0.T70.515 oc. G'90 CERTIFIED TO: ♦♦�\ �� I ���``�� LE�KARA HOLDINGS FITOS STEFANIDELLC °<! •�� \ 5�` ?" STANDISH TITLE AGENCY, INC. STA12-12403S FIDELITY NATIONAL TITLE COMPANY o ti' .4° �OiJ,'01 JaplC\°� N,, s'a /yam 7 �O �p J NOTE, �•4 �o O r\' "+ PREPARED IN ACCORDANCE WTHE MINIMUM �F mf G STANDARDS URVEYS AS ESTABLISHED 1. ELEVATIONS ARE REFERENCED SH N.G.V.D. 1929 DATUM P o � \� �\O �O�' QQ, BY THET& PROWD q�1D ADOPTEDEXISTING ELEVATIONS ARE SHOWN THUS: m 9V � OJ�G• Q' FORYYORICSTATELAND EXISTING CONTOUR LINES ARE SHOWN THUS: 10 SGO Dr Gj '� 12. FLOOD ZONE INFORMATION TAKEN FROM: 16' )'FLOOD INSURANCE RATE MAP No. 361030063 G n • \ o � ZONE VE: COASTAL FLOOD WITH VELOCITY HAZARD(WAVE ACTION); p0 y ' ,+ - BASE FLOOD ELEVATIONS DETERMINED ZONE X: AREAS DETERMINED TO BE OUTSIDE 500-YEAR FLOODPLAIN. \ v 6'�• •, • G 41LT, ° f J. IS. � N� S• a Lim. No. 50467 2A C°aC • '�[��,'�' JG � o TO'MS SURVVEY IS AA ALTERATION OLA OR ADDITION Natha orwin III _ QP • • Y 4QJ0 `(P' SECTION 7209 OF THE NEW YORK STATEEDUCAx nCOPIESOF THIS SURVEY MAP NOT BEARING Land Surveyor THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAT.SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. " CERTIFICATIONS INDICATED HEREON SHALL RUN Successor TO: Stanley J. Isaksen, Jr. L.S. TINLY 70 THE TIITLC PREPARED,PERSON(OVOENR MENT�NNCY ANDD Title Surveys - Subdivisions a Ste9Plans no S- Construction Layout LENDING INSTITUTION USIED HEREON,AND oq TO THE ASSIGNEES of THE LENDING INSn- PHONE (631)727-2090 Fax (631)727-1727 TUTION.CERTIFICATIONS ARE NOT TRANSFERABLE JZ�S �, OFFICES LOCATED AT MAILING ADDRESS THE EXISTENCE OF RIGHT OF WAYS 1586 Main Road P.O. Box 16 AND/OR EASEMENTS OF RECORD, IF Jamesport,, New York 11947 ort ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, p rt, New York 11947 i SURVEY OF '3 ,, LOT 125 ® ell MAP OF PEBBLE BEACH FARMS r1 �P� S sem, FILE No. 6266 FILED JUNE 11, 1975 SITUATED AT o1 �Qti° F °�0 EAST MARION TOWN OF SOUTHOLD p � SUFFOLK COUNTY, NEW YORK o�GF pRp SONY OF,Ae S.C. TAX No. 1000-30-02-77 Y e°� ti `��• oS�oNops�cP3 SN�� SCALE 1"=40' JANUARY 16, 2007 'u,' / GO NO`NN,5N MARCH 7, 2007 ADDED CLEARING LIMIT lip, "�� p5 OSO DECEMBER 10, 2015 ADD BUILDING ENVELOPE N NOVEMBER 27, 2016 FOUNDATION LOCATION JUNE 5, 2017 VERIFY FENCE LOCATIONS PROPERTY LINES 6, ��� �' OCTOBER 28, 2018 FINAL SURVEY .� y',� r 0, `o \ AREA = 0.515ac. ft. 515 1 CERTIFIED TO: 'y CP \\ NEOFITOS STEFANIDES LEFKARA HOLDINGS LLC jam, o• ��o o \\ °•o, ►� STANDISH TITLE AGENCY, INC. STA12-12403S 2A%-' FIDELITY NATIONAL TITLE COMPANY !y o��• SPF \ ,boa ♦♦♦ ��,°• 0 SEPTIC SYSTEM TIE MEASUREMENTS �yoE \\ �� ♦�♦�?' li, y�op° -0. , �4 HOUSE FOUNDA ® � � D MVaG�i. o�! ♦♦♦♦�ti♦+ia♦`b♦\te♦ ♦\♦\♦\ �aoF,�oo}% 0'm g1�hGF° 4' `��� A CORNER ❑ CORNE R� w Ag- o. SEPTIC TANK 23.6' 11'0 COVER �� IJy LEACHING POOL D < ♦♦• o°o 0 51• L3�o C COVER 15' 16' Gia If� 4b- JAN -JAN 1 5 20190 oa �� '1o�aoJ�� P 446 J o�05 v� \? c,— "0:ate 4i O °o P`' d �' ♦ 6+ ��,�.1�,R.�G�,� �. ti sr q, a � ,ry• �L � T®'"_'O�'1 SOUTHQ7LD C ��`! s• ��• O �t \ ,�, + RECEIVED PREPARED IN ACCORDANCE WITH THE MINIMUM t �O °� Off, BY TTSTANHELIALSOMD AD ROVED ANDDAADOPPfED ,WE 8g�*� Ke AATEN D FGp�G• ' go,! FOR ESUCH C Od,9®E B'6� �\\ �� 6, DEC 9 2®10 ;���� ' ° `�`GRA ` � � 5 � y 7H SERVICES -� SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES ,g,P � � ���° �� 6�;,,'L ` 4 APPROVAL Oa=CONSTRUCTED WORKS I=0I3s .�P�� �°� �°` ,, � • , 4 •• � � r ,�` ,, A SINGLE FAMILY RESIDENCE NI `L�• -_ r •56,, o cos 61�`L ' Date ®'s 2019 H.S.Ref.N®°g ID /off_ 0®`,� °V �Vt� ' ♦ d 1Y.SJU.- No. 50467 gc'�F'� The sewage disposal and water supply facilities at this location have �js*,been s`A Y • •. �`'"`- InsPected arldlor cerlyffied by this Department or other agencies and ff�aa�14® Go`j6 G�P�� UNAUTHORIZED ALTERATION OR ADDRION Nathan ��r w in III be satin FOR A Ibifl06t��F /D ®E®R®®6i(ds. To THIS SURVEY Is A vlounoN OF G�OF 9 4 e 'Q,�eJ SECTION 7209 OF THE NEW YORK STATE EDUCAT`S- COPIES �W Land Surveyor D � COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL.OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. I CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: Stanley J. Isaksen, Jr. L.S. Craig r�6�G���'pn P°�O9 Chief 1 ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A. Ingegno L.S. IS PREPARED,AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys - Subdivisions - Site Plans - Construction Layout LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTI- PHONE (631)727-2090 Fax (631)727-1727 TUT10N.CERTIFICATIONS ARE NOT TRANSFERABLE THE EXISTENCE OF RIGHT OF WAYS OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 i •• REVISION HISTORY REV DATE DESCRIPTION ICRAWN 38" x 49" ELM I RA LEFT INLINE CAB ALL ISLAND ELEVATOR - THE STRAND 552 ELMIRA RESIDENTIAL ELEVATOR FINISHED HOISTWAY WEIGHT CAPACITY.950 LBS NUMBER OF STOPS:3 41 CAB DESIGN:INLINE 3/4"PLYWOOD 112 PLATFORM 3 TOTAL TRAVEL'252" 24 PIT DEPTH:8"MINIMUM POWER SUPPLY 220V SINGLE PHASE MACHINE ROOM LOCATION:120" 1/2"NPT CODE RATED HYDRAULIC HOSE (MALE-MALE)-12 FEET ONLY 3 CLEAR OVERHEAD.108" 1 NOM CAB HEIGHT:96" 1 161 ENTRANCE HEIGHT*95" 541 49.00 FINISHED N1 OM CAB WALLS:BIRCH VENEER 502 CAB CEILING:BIRCH VENEER HOISTWAY r 16-414 o COP HA DRAIL PLATFORM CAB FLOOR'PLYWOOD Wl3/4"RECESS CAB LIGHTING:STANDARD LED LIGHTS 3 HANDRAIL*24"LONG X 1 1/2"WIDE FIXTURE FINISH'STAINLESS STEEL 274 8" HALL CALLS.DUAL ILLUMINATED BUTTONS S AC ACCORDION GATE:WHITE VINYL LIGHT CURTAIN-YES AUTOMATIC GATE OPERATOR.YES 36-DOOR 0.75 POWER LANDING DOORS.NO "�� 550 SHOWN DOOR SWINGS•ALL INTERIOR RH STACK DOOR INTERLOCKS:HONEYWELL RDI DOOR WALL TO BE 2x4 CONSTRUCTION N TE:CENTER OF THE GATE IS DEEP POCKET 33 2"OFFSET FROM THE PLATFORM AND 1-1/2"OFFSET FROM THE CEILING SPECIFICATIONS PROVISIONS BY OTHERS PRODUCTION APPROVALS ROPED 1:2 HYDRAULIC DRIVE SYSTEM 1)INTERIOR SURFACE OF HOISTWAY MUST BE PLUMB THIS DRAWING REFLECTS OUR INTERPRETATION OF THE GALVANIZED AIRCRAFT CABLE FROM THE BOTTOM TO THE TOP OF THE HOISTWAY INFORMATION THAT WAS PROVIDED ON THIS PRODUCTS 2 X 3/8"o 7 X 19 CONSTRUCTION WITHIn 1/8" ORDER FORM AND EXACT ELEVATOR SITE MEASUREMENTS BREAKING LOAD:14,388 LBS(64 0 KN) 2)MACHINE ROOM AND HOISTWAY TO MEET THIS INFORMATION IS YOUR RESPONSIBILITY AND IS THE OLS 70MM OR 90MM HYDRAULIC CYLINDER REQUIREMENTS OF LOCAL CODES BASIS FROM WHICH THE CUSTOM APPLICATION DESIGN IS OPTICAL LEVELING SYSTEM 3)ELECTRICAL CONTRACTOR TO SUPPLY ONE DEDICATED DERIVEDYLEASE INDICATE YOUR REQUESTED ACTION BY SLACK ROPE MACHINED SAFETY BLOCK WITH CIRCUIT GROUND INCLUDED CABLE TO POWER UNIT CHECKING ONE OF THE BELOW BOXES AND SIGNING INTEGRATED SAFETY SWITCH LOCATION BELOW TO AUTHORIZE COMPLETION OF THIS ORDER ROLLER GUIDE SLING 4)ELECTRICAL CONTRACTOR TO SUPPLY DEDICATED 120 2-SPEED 4 COIL VALVE POWER UNIT(SOFT VAC SINGLE PHASE 15 AMP SERVICE TO A LOCKABLE APPROVED WITH NO EXCEPTIONS.MANUFACTURE START&STOP AT EACH LANDING) FUSED DISCONNECT ON CONTROL PANEL FOR CAB ❑ THIS ELEVATOR PER INFORMATION ON THIS DRAWING 1"MANUAL SHUT-OFF VALVE,LOW PRESSURE LIGHTING SWITCH,&LINE RUPTURE VALVE 5)PROVIDE CONNECTION TO OUTSIDE PHONE LINE FOR APPROVED AS NOTED MAKE CHANGES AS NOTED 0.20 M/S(40 FPM)TRAVEL SPEED-NOMINAL INTEGRATION INTO CAMBRIDGE ELEVATING CONTROLLER ❑ BEFORE MANUFACTURE.NO RE-APPROVAL REQUIRED 314/5 HP POWER UNIT WITH SUBMERSED (PHONE LINE ALREADY IN ELEVATOR TRAVEL CABLE) MOTOR FOR QUIET OPERATION 6)PROVIDE APPROPRIATE SLEEVES FOR BOTHElCHANGES AND REAPPROVAL REQUIRED L E.D DUAL COLOR ILLUMINATED PUSH ELECTRICAL CONDUIT AND HYDRAULIC LINE FROM DRIVE ^ BUTTONS IN CAR OPERATING PANEL&HALL UNIT TO HOISTWAY `C/ CALLS 7)ONLY ELEVATOR MECHANICAL EQUIPMENT OR WIRING SIGNATURE CAR OPERATING PANEL WITH INCORPORATED TO BE IN THE HOISTWAY ?� DIGITAL POSITION INDICATOR,PHONE BOX,& 8)SUITABLE LINTELS OVER LANDING ENTRANCES ARE TO PHONE BE PROVIDED PRINT NAME AUTOMATIC ONE TOUCH CONTROLS 9)PROVIDE PIT WATER PROOFING OR SUMP PUMP IF John Puleo BATTERY BACK-UP FOR EMERGENCY NECESSARY LOWERING AND DOOR OPENING 10)SOLID CORE LANDING DOORS PROVIDED BY OTHERS DATE: DRAWING NOTES 2/16/18 CAMBRIDGE ELEVATING'S RECOMMENDED MINIMUM HOISTWAY REQUIREMENTSLAYOUT DRAWING FOR HOISTWAY CONSTRUCTION ONLY FINAL CAB LAYOUT MAY VARY ALTHOUGH THE ELEVATOR IS DESIGNED TO MEET CSA-B44/ANSI A17 1 LOCAL CODES MAY VARY. DEALER IS RESPONSIBLE FOR COMPLYING WITH LOCAL CODES CAMBRIDGE ELEVATING INC IS NOT RESPONSIBLE FOR THE STRUCTURAL DESIGN OF THE BUILDING AND ITS ABILITY TO SUPPORT THE ELEVATOR LOADS AND/OR REACTIONS CAMBRIDGE ELEVATING INC.RESERVES THE RIGHT TO ALTER EQUIPMENT&HOISTWAY REQUIREMENTS WITHOUT NOTICE CAMBT? T D G E HOISTWAY PLAN VIEW WWW.CAMBRIDGEELEVATING.COM DEALER NAME ALL ISLAND ELEVATOR 1261 INDUSTRIAL ROAD CAMBRIDGE,ONTARIO,CANADA JOB NAME THE STRAND E L E V T N G 800.265.3579 519.653.4222 JOB NO: 2017598 1 ISSUE B DATE• 14FEB201B I DRAWN BY I DS SCALE NIA 1 REVISION HISTORY ALL ISLAND ELEVATOR-THE STRAND STANDARD ELEVATION DRAWING TOP CODED STRIP 108 O/H (MINIMUM) STROKE CODED STRIP COLLAPSED CYLINDER bt'LIL;t VLA It 137 TRAVEL CYLINDER PRESTROKE BRACKET/ TRAVEL CABLE CLIP 252 TOTAL TRAVEL SPLICE PLATE CODED STRIP 115 TRAVEL JACKPOST JACKPOST BRACKET i SPLICE PLATE •;+.. • .. pts..•t :�.�•t' •••J•, 'n 8 :;:r:+ori::.::Y.. .,;. :.j: rr:'•:a PIT DEPTH M SSS PACKAGEStz stuff\CE1 bmp Ry�773 185. R'� �-OISTWAY ELEVATION THE STRAND RAIL WALL MUST BE PLUMB(x118") 14FEB2018 a SQUARE 2017598 e TO BE LOCATED WITHIN 20FEET OF TYPICAL MACHINE ROOM ELEVATOR SUPPORT WALL FOR LONGER CES RAIL WALL CHANNEL ASSEMBLY CAMBRDGIESTANEEVATITNGGNSULT PROVISIONS BY OTHERS 48 RECOMMENDED 1)INTERIOR SURFACE OF 2x 2•X 6'FULL HEIGHT BETWEEN FLOORS40/50 HP,220V/1160H.DRIVE MOTOR HOISTWAY MUST BE PLUMB 2x 2'x 12'FULL HEIGHT BETWEEN FLOORS 38 MIN FROM THEBOTTOMTOTHE CHANNEL CONSTRUCTION DISCONNECT SUPPLIED BY CEI ON TOP OF THE HOISTWAY TYPICAL 2 PLACES MAIN ELEVATOR CONTROL PANEL WITHIN 1/8' 2x6 SCREWED 702x12 MAIN/PUMP ELEVATOR LIGHTING EVERY 6"WITH#10x3-12• AS Pm DISCONNECT DISCONNECT HYDRAULIC OIL 2)MACHINE ROOM AND CONTROL PANEL HOISTWAY TO MEET STUDDING FOREWS CENTER S MAY CAPACITY PREMIUM STUDDING FOR CENTER LAYOUT 16� CAPACITY 100E/25 US GALLON MIN CODES REQUIREMENTS OF LOCAL REFERENCE ONLY STUDS ACCESS REQUIRED TO TOP OF UNIT CAN BE ALTERED SEE STANDARD DETAILS-2'SHEET FOR OIL FILLING AND PIPING 3)ELECTRICAL CONTRACTOR FOR ELEVATION TOSUPPLY ONE DEDICATED 3/4•PLYWOOD SCREWED TO 14 CIRCUIT,220 VAC 30 AMP STUDS EVERY 12'WITH 0 24 WITH GROUND TO POWER #10X2-12•WOOD SCREWS 161 MIN - UNIT LOCATION 10AWGWIRE MINIMUM GFI RECOMMENDED HYDRAULIC PUMP UNIT 304 4)ELECTRICAL CONTRACTOR CAMBRIDGE ELEVATING IS TO SUPPLY ONE DEDICATED NOT RESPONSIBLE FOR THE 48 36"MIN AS PER N E C$ CIRCUIT,120VAC SINGLE STRUCTURAL DESIGN OFTHE PHASE 15 AMP WITH GROUND BUILDING AND ITS ABILITY TO RECOMMENDED 1M MIN AS PER C E C TO POWER UNIT LOCATION SUPPORT THE ELEVATOR SPACE REQUIRED INFRONT 12AWG WIRE RECOMMENDED LOADS AND/OR REACTIONS OF CONTROL PANEL LIGHT FOR MACHINE 5)PROVIDE CONNECTION TO ROOM AR OUTSIDE PHONE LINE FOR INTEGRATION INTO ELEVATOR CONTROLLER(PHONE R3—720 LBS ALREADY RUN IN TRAVEL IS •A DEDICATED MACHINE ROOM IS RECOMMENDED BUT CABLE BY CEI) NOTREQUIRED IN ONTARIO FOR OTHER REGIONS, CONSULT LOCAL AUTHORITIES." 6)ELECTRICAL COTRACTOR TO R2-225 LBS PIT LIGHTT AND SWITCH,SUPPLY Ri=720 LBS LIGHTT PROTECTED LIGHTING DISCONNECT FRE(GFIINPROTECTED) T RAIL 8LBS/FT 15AMP 120VAC SUPPLIED BY CEI 7)PROVIDE TWO DIA SLEEVES FOR BOTH ELECTRICAL CONDUIT AND JACK POST/CYLINDER RAIL BRACKET DISCONNECT HYDRAULIC LINE FROM TYP RAIL BRACKET �28 WITHIN 30AMP 240VAC FOR SHPDRIVE UNIT TO HOISTWAY 36' SUPPLIED BY CEI 8)NO NON ELEVATOR MECHANICAL EQUIPMENT OR 120VAC WIRING TO BE IN THE MAIN ELEVATOR CONTROL NEMA S15 HOISTWAY 19� 41 41 USUALLYMOUNTED IN CONTROL OUTLET 9)SUITABLE LINTELS OVER 19b MACHINE ROOM ON WALL PANEL LANDING ENTRANCESARE WITHIN W OF POWER UNIT 220VAC TO BE PROVIDED 12a 12a ORATTACHEDTO POWER 30 NEMA 14-30 FOR 3HP ♦ Z191 ♦ 8 19 UNITSTRUTS OUTLET 84"MIN 10)PROVIDE PITWATER 12 O RECOMMENDED NECEPROOSSARY SUMP PUMP IF y7 h �� CEILING 321$t� =4 66 3 32t 60 8� 86 48 38 HYDRAULIC 3118 PUMP UNIT IhY IYIOfII�V �� WITH SHUT OFF LAG BRACKET TO RAIL WALL VALVE PLYWOOD AND CHANNEL 1261 INDUSTRIAL ROAD CONSTRUCTION USING 5 X HEX LAG CAMBRIDGE,ONTARIO, CANADA SCREWS 3/8"X 3"LONG AS PER VERTICAL SPACING SHOWN ONsTANDARD DETAILS-1 ELEVATION DRAWING RESIDENTIAL ELEVATORS ELEVATION 3 STOP SHOWN 2-5 STOP POSSIBLE PIT DETAILS H�1p EN✓�M� a-MINIMUM PROVISIO7770THEER-S-" 1)INTERIORFINISHED BASEMENTHOISTWAYFROM THE BTOP OF THE •�•�•'•• �;is•:��;y•'••• :`r.:••. 4-MINIMUM RAIL BRACKET LOCATION DEPENDS WITHIN I/8' --r ON HOISTWAYTRAVELS I LAYOUT 2)MACHINE ROOM AND AS PER HOISTWAY LAYOUT AYTOMEET SINGLE STUD REMAINDER OF HOISTWAY REQUIREMENTS OF LOCAL AS REQUIRED TO MAINTAIN 16'CENTERS CODES PIT DESIGN FOR ELEVATOR 3)ELECTRICAL •• •.�•'; '+••� •�• PURPOSES ONLY CONTRACTOR TO SUPPLY '•a'••�':.�•��'" •�•� <Y�. DOES NOT ACCOUNT FOR ANY 96" 108' 120'MINIMUM O/H ONE DEDICATED CIRCUIT, WHEN USING 945' A;,.{• + ` • •• ADDITIONAL STRUCTURAL LOADING ELMIRA HERITAGE/CAMBRIAN 220 VAC 30 AMP WITH '• •• •' -,e MINIMUM O/H MINIMUM O/H TALL DOORS GROUND TO POWER UNIT ••�•• e. •�''•�" LOCATION 10AWGWIRE :��y• O•• PIT SHALL BE KEPT CLEAN AND RECOMMENDED i' •�d • i FREE OF DIRT AND RUBBISH AND '•'•• d• ••' •` •• THE ACCUMULATION OF WATER IT 4)ELECTRICAL CONTRACTOR • !.: SHALL NOT BE USED FOR STORAGE TO SUPPLY ONE DEDICATED •• '� PURPOSES CIRCUIT,120 VAC SINGLE ••, •• • 2x6 AND 2x12 FULL-NOT B PHASE 15 AMP WITH GROUND • ' BETWEEN FLOORS-NOT BLOCKING y�; d•�• ' •'• h;•• CHANNEL CONSTRUCTION TO POWER UNIT LOCATION AS PER HOISTWAY LAYOUT .d :'3 PLYWOOD SHEATHING 12AWG WIRE RECOMMENDED •�•.•` �' ••. • . NOT SHOWN(SEE DETAIL SHEET-1) +• • • k 5)PROVIDE CONNECTION TO OUTSIDE•��•� • �' • • • °•' FOR PITFLOOR TO BE MADE OF MINIMUM INTEGRATION II TO EELEVATOR 15MPa CONCRETE i d •'•4 • S*�• CONTROLLER(PHONE LINE IS '� •• •,4 •• MINIMUM 4'THICK ALREADY RUN IN TRAVEL •• 4' CABLE BY CEI) •• •••� • • 6)ELECTRICAL �. CONTRACTOR TO SUPPLY '. ;!a;•t�!� :r': • PIT LIGHT AND SWITCH, ;f, r'�••••` ;'/•ti.;��.++. LIGHT TO BE IN PROTECTED TRAVEL • •• `•�• FIXTURE(GFI PROTECTED) PIT FLOOR TO BE DESIGNED FOR AN IMPACT LOAD OF 9600LBS AND STATIC LOAD 5500LBS UNDER CYLINDER 7)PROVIDE TWO 3-DIA SLEEVES FOR BOTH REINFORCING AND STRENGTH AS PER LOCAL STANDARDS AND CODES ELECTRICAL CONDUIT AND THE DESIGN AND CONSTRUCTION OF ALL HYDRAULIC LINE FROM WORK IS TO CC FORM TO BASEPLATE/EQUIPMENT LOADS A PUCA13E BUILDING CODE THE LOCAL DRIVE UNIT TO HOISTWAY PFJt THE WALL DRAWINGS HAVE 8)NO NON ELEVATOR HOISTWAY LAYOUT MECHANICAL EQUIPMENT OR BASEPLATE PRINCIPLESEN ARED AND THEN DESIGN LOADS WIRING TO BE IN THE 5w 10 GUAGE MILD STEEL(HRS) THAT ARE APPLIED BY THE RAILS TO HOISTWAY CENTERDNE 5100 ZINC COATED THE WALL HOWEVER THE DETAILS AND 9)SUITABLE LINTELS OVER CYLINDER BABEPurE MEMBER SIZES AND THE ATTACHMENTS TO HELPS DISPLACE EQUIPMENT LOAD THE STRUCTURE SHOULD NOT BE CONSTRUED TONBE PRODING VIDED CES ARE ON TO PIT FLOOR ASA COMPLETE WALL SYSTEM THE CONTRACTOR AND/OR THE PROJECT ENGINEER 10)PROVIDE PIT WATER AFTER FINAL POSITIONING OF SYSTEM IS RESPONSIBLE TO EVALUATE THE OTHER PROOFING OR SUMP PUMP IF THAT ARE APPLIED TO THE WALL FROM THE FLOG FLOOR NECESSARY CYLINDER LOCATION LAG BASEPLATE TO PIT FLOOR USING 4- OR ROOF SYSTEM AND MODIFY SIZES OR e5D0LeIMPACTLOAD 5!16'X2-1/4•ANCHORS CONNECTIONS AS REQUIRED BY THEIR ANALYSIS AND 550OLS STATIC LOAD ava — —I �— 4.500AS PER 615 BASEPLATE I TRAVEL HOISTWAY LAYOUT L►-- 7.25 5/8 JACKPOST 8"MINIMUM 12"MINIMUM' SUPPORTS AND SECURES CYLINDER PIT DEPTH PIT DEPTH CORRECTS DISTANCE OF TRAVEL 3.00 TUBE ELMIRA HERRAGElCAMBRIAN CAUSING CYLINDER TO TOP OUT NOT 5/8"WALL CAIVIBRIDGE ALLOWING EQUIPMENT TO LEAVE RAILS +n,,"ousrauLRono RAIL WALL v s E uuo -,:a•� •• �..-•• •"'!�`••• 4'••'�'• MUST BE PLUMB(t1/8") STANDARDDETAILS-2 • AS PER &SQUARE RESIDENTIAL ELEVATORS HOISTWAY LAYOUT CAMBRIDGE ELEVATING SAFETY ENHANCED DOOR SYSTEM B44-16 CAB GATE HOISTWAY WALL FOLLOWING THE DIAGRAM BELOW AND ADHERING TO THESE DIMENSIONS WILL AVOID HAVING A SPACE OF MORE THAN 4"BETWEEN THE HOIST WAY FACE OF THE SWING LANDING DOOR&THE CAB GATE.WITH THE ADDITION OF THE LIGHT CURTAIN,THIS SPACE IS FURTHER REDUCED AND THE ELEVATOR WILL NOT FUNCTION WITH THE LIGHT CURTAIN OBSTRUCTED SWING LANDING DOOR B44-13 & PRIOR FOLLOWING THE DIAGRAM BELOW AND ADHERING TO THESE DIMENSIONS WILL AVOID HAVING A SPACE OF /4"MAX.-[B"-161 MORE THAN 5"BETWEEN THE HOIST WAY FACE OF THE SWING LANDING DOOR&THE CAB GATE.WITH THE CLEARANCE BETWEEN THE SWING ADDITION OF THE LIGHT CURTAIN,THIS SPACE IS FURTHER REDUCED AND THE ELEVATOR WILL NOT LANDING DOOR AND THE HOISTWAY FUNCTION WITH THE LIGHT CURTAIN OBSTRUCTED. EDGE MUST NOT EXCEED 3/4" TOP VIEW SIDE VIEW 3"MAX.2-318"MIN.-IB"-13&PRIORI CLEARANCE BETWEEN THE SWING CAB LANDING DOOR AND THE HOISTWAY EDGE MUST NOT EXCEED 3" 3/4"TO 1-1/4" CAB GATE RUNNING CLEARANCE F ---- �-7--- -------- 4"MAX.-[844-161 OF HOISTWAY FINISHED EDGE CLEARANCE BETWEEN THE E/ HOISTWAY FACE OF THE SWING LANDING DOOR AND THE GATE SHALL LIGHT CURTAIN FOR LIGHT CURTAIN FOR NOT ALLOW THE LANDING DOOR TO CLOSE WITH A 4"DIAMETER BALL ADDITIONAL SAFETY Z�. ADDITIONAL SAFETY INSERTED INTO THE FOLDS OF THE GATE SWING LANDING DOOR INTERLOCK 5"MAX.-fB44-13&PRIORI CLEARANCE BETWEEN THE HOISTWAY FACE OF THE SWING LANDING DOOR AND THE FACE OF 4"DIAMETER BALL REJECTION. B[ 44-161 3/4"MAXB[ 44-161 THE CAB GATE MUST NOT EXCEED 5" FOLDING GATES AND LANDING DOORS CLEARANCE BETWEEN THE MUST BE INSTALLED TO REJECT A 4" SWING LANDING DOOR AND DIAMETER BALL LOCATED IN ANY OF THE HOISTWAY EDGE THE GATE FOLDS WITH 75LB OF MUST NOT EXCEED 3/4" FORCE APPLIED(THE LANDING DOOR SHALL NOT CLOSE) 3"MAX.,2-3/8"MIN.IB"-13&PRIORI `CAB LANDING E L E V T I N G CLEARANCE BETWEEN THE 5"MAX.fB44-13&PRIORI SWING LANDING DOOR AND 1261 INDUSTRIAL DR. CLEARANCE BETWEEN THE THE HOISTWAY EDGE CAMBRIDGE ONTARIO HOISTWAY FACE OF THE SWING MUST NOT EXCEED 3" LANDING DOOR AND THE FACE OF / CANADA N3H4W3 THE CAB GATE MUST NOT EXCEED 5" SAFETY ENHANCED 3/4"-1-1/4" CODE REF:B44 DOOR SYSTEM RUNNING CLEARANCE SECTION 5.3.1.8 IMPORTANT NOTE: SWING LANDING DOORS MUST BE OF SOLID CORE CONSTRUCTION ELMIRA MODEL WITH IMPORTANT NOTE: HOISTWAY MUST BE PLUMB WITHIN 1/8"TO ENSURE ADEQUATE GAPS/RUNNING CLEARANCE ACCORDIAN GATE I t . REScheck Software Version 4.6.2 Compliance Certificate Project Energy Code: 2010 New York Energy Conservation Location: Albany County, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 3,998 ft2 Glazing Area 16% Climate Zone: 5 (6894 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 1070 The Strand Robert Stromski AIA East Marion, NY STROMSKI architecture, p.c. PO Box 1254 jamesport, NY 11947 631-779-2832 -s Compliance. 0.9%Better Than Code Maximum UA. 850 Your UA: 842 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. Envelope Assemblies Ceiling 1: Cathedral Ceiling 2,185 38.0 0.0 0.027 59 Floor 1:All-Wood j oistfrruss.Over Unconditioned Space 1,936 38.0 0.0 0.026 50 Wall 1: Wood Frame, 16" D.C. 2,796 28.0 0.0 0.050 118 Window 1: Metal Frame with Thermal Break:Double Pane with Low-E 268 0.320 86 Door 1. Glass 174 0.320 56 Wall 2: Wood Frame,24" o .c. 2,200 28.0 0.0 0.048 77 Window 2: Metal Frame with Thermal Break:Double Pane with Low-E 137 0.320 44 Door 2: Glass 451 0.320 144 Wall 3: Wood Frame, 16" o.c. 1,192 15.0 0.0 0.077 90 Door 3: Solid 20 0.250 5 Wall 4: Wood Frame, 16" o.c. 256 21.0 0.0 0.057 13 Door 4: Solid 20 0.250 5 Basement Wall 1: Solid Concrete or Masonry 1,504 0.0 14.0 0.063 95 Wall height. 8.0' Depth below grade: 1.8' Insulation depth: 8.0' Project Title: Report date: 09/29/16 Data filename: T:\SA Projects -ARCH\Stefanides Residence\Stefanides Rescheck.rck Page 1 of 7 t ' 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 build! g has been designed to eet the 2010 New York Energy Conservation Construction Code requirements in REScheck Version 4. 2 and to comply wit a mandatory requirements I' ted in the E heck Inspection Checklist. OF _ 01 x4llel— 49 41, .,4 Name-Title 1000 /0�Ui \ Date W y e Q 0-11 ' 1 Project Title: Report date: 09/29/16 Data filename: T:\SA Projects -ARCH\Stefanides Residence\Stefanides Rescheck.rck Page 2 of 7 REScheck Software ersi n Inspection Checklist Energy Code: 2010 New York Energy Conservation Construction Code Requirements: 0.0% were addressed directly In the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section is ` I pians Verified Heid�erifie' " # Pre-lns0ectldn/P-la6 itevieW Value Valais Complles?, Comm6nts/Assumptions Re .11i 103.2 Construction drawings and ' UComplies [PR111 documentation sufficiently ❑Does Not demonstrates energy code i compliance for the building ❑Not Observable envelope. ?❑Not Applicable 103.2, Construction drawings and '❑Complies 403.7 documentation sufficiently € AE]Does Not [PR311 demonstrates energy code ; 0-1 compliance for lighting and ;❑Not Observable mechanical systems.Systems t❑Not Applicable serving multiple dwelling units must demonstrate compliance with the commercial code. t ; 403.6 Heating and cooling equipment is; Heating: Heating: ;❑Complies [PR212 sized per ACCA Manual S based Btu/hr Btu/hr E❑Does Not on loads per ACCA Manual J or Cooling: Cooling: t other approved methods. Btu/hr Btu/hr ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 I High Impact (Tier 1) -F--]-Impact(Tier 2) 13 1 Low Impact (Tier 3) Project Title: Report date: 09/29/16 Data filename: T:\SA Projects -ARCH\Stefanides Residence\Stefa n ides Rescheck.rck Page 3 of 7 5etttan: .. Foicndation 11 ospectilon Complies? Comments/Assdmptiions, . 303.2.1 '>Exposed foundation insulation ;❑Complies [F©11]? 3 protection. I❑Does Not ❑Not Observable, ❑Not Applicable ` 403.8_ KSnow melt controls. ;❑Complies [F012] ,• ;❑Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Report date: 09/29/16 Data filename: T:\SA Projects -ARCH\Stefanides Residence\Stefanides Rescheck.rck Page 4 of 7 Section Plans Verified Field Wrifiea # , Framinr�!116ugh-Winspection Corriplies? ton,imea7ts/Assumptions, Value" ° Vaie�e 402.4.4 Fenestration that is not site built 4EIComplies [FR20]1 is listed and labeled as meeting 1❑Does Not AAMA/WDMA/CSA 101/I.S.2/A440 or has infiltration rates per NFRC ❑Nat Observable 400 that do not exceed code ;❑Not Applicable limits. - 3 402.4.5 IC-rated recessed lighting fixtures, ;❑Complies [FR16]? sealed at housing/interior finish €❑Does Not and labeled to indicate&It;= 2.0 ❑Not Observable 3 cfm leakage at 75 Pa. ❑Not Applicable 403.2.2 All joints and seams of air ducts, ";❑Complies [FR13]1 air handlers,filter boxes, and ❑Does Not s, building cavities used as return ducts are sealed. 1EINot Observable ❑Not Applicable 403.2:3 Building cavities are not used as - ;❑Complies [FR15]3 ducts or plenums. =❑Does Not ; d❑Not Observable {❑Not Applicable 403.3 HVAC piping conveying fluids R- R- ❑Complies ; [FR17]2 i above 105 °F or chilled fluids UDoes Not <below 55 °F are insulated to R-3. ❑Not Observable F❑Not Applicable 403.4 Circulating service hot water R- R- ;❑Complies ; [FRI8F ;pipes are insulated to R-2. :❑Does Not :J i❑Not Observable T❑Not Applicable :403.5, :Automatic or gravity dampers are ❑Complies [FR19]2 "i installed on all outdoor air ;❑Does Not intakes and exhausts. ❑Not Observable , "j❑Not Applicable Additional Comments/Assumptions: 11 High Impact (Tier 1) 2 Medium Impact (Tier 2) 3, 1 Low Impact(Tier 3) Project Title: Report date: 09/29/16 Data filename: T:\SA Projects -ARCH\Stefanides Residence\Stefanides Rescheck.rck Page 5 of 7 Section lnsulan-Inspection' Complies?' tiiaCamrhents/Assumptions ji� 3113 303,1.:; ;All installed insulation labeled or :F-]Complies ; [IN13]2 "" installed R-values provided. ;❑Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 J Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Report date: 09/29/16 Data filename: T:\SA Projects -ARCH\Stefanides Residence\Stefanides Rescheck.rck Page 6 of 7 Sectlon, Mans Verified Field Verified # )Final Inspection ProvisionsComplies" 'Comments/Assumptions ' & Req.10 Vatue 402.4.2, Building envelope tightness ACH 50 = ACH 50 = ',❑Complies 402.4.2.1 verified by blower door test result. E❑Does Not [FI17]1 of&lt;7 ACH at 50 Pa.This a requirement may instead be met ;❑Not Observable via visual inspection, in which ;❑Not Applicable case verification may need to occur during Insulation Inspection. _ 403.2.2 Duct tightness via post- cfm cfm ;❑Complies [FI4]1 construction with maximum !❑Does Not leakage of 8 cfm to outdoors, or 12 cfm across systems. For ;❑Not Observable rough-in tests,verification may E ;❑Not Applicable need to occur during Framing Inspection,with maximum leakage of 6 cfm across systems and 4 cfm without air handler. f 403.1.1 .;Programmable thermostats , ❑Complies [F1912 installed on forced air furnaces. ;❑Does Not 3 I„ ,❑Not Observable r❑Not Applicable 403.1.2 Heat pump thermostat installed ` J f❑Complies [Fl10]2, on heat pumps. ;❑Does Not ' a $❑Not Observable ❑Not Applicable 4014 Circulating service hot water _ "❑Complies [Fiji)?� systems have automatic or !❑Does Not accessible manual controls. .;: ❑Not Observable 3❑Not Applicable 401.3 Compliance certificate posted. I ;❑Complies [F17]2 ❑Does Not } ;❑Not Observable : . ;❑Not Applicable 303.3 -Manufacturer manuals for '❑Complies [FI18]� mechanical and water heating $❑Does Not equipment have been provided. ,❑Not Observable , {❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 ,Medium Impact(Tier 2) -3 1 Low Impact(Tier 3) Project Title: Report date: 09/29/16 Data filename: T:\SA Projects -ARCH\Stefanides Residence\Stefanides Rescheck.rck Page 7 of 7 • C2010 New York �(j Energy Conservat'oon Construction Code Energy Efficlency Certificate Above-Grade Wall 28.00 Below-Grade Wall 14.00 Floor 38.00 Ceiling / Roof 38.00 Ductwork (unconditioned spaces): Mom Window 0.32 Door 0.32 Zma-affi- m- Heating System: Cooling System: Water Heater• Name• Date: Comments k"`•?-a•+t s^e . p£.. n.pr,-s. Nt .,,,,...e.,DAI E: ll FE r G. G�EG1�r' � 2. il ',, .,5�`,?I,,r 1-1 c� F, ,... . ,, a rchit ctur ..-_p. c.� ,. r� AGODM jam(C YsI.11i` C' N! P 01 NX I XN_71K 0 gild 1P L f� I"'l�h,�. 3. 11301-ATICNI P.O.BOX I254 JAMESPORT,NY II947 7 4, i 11':i�',L �..,I`r..�!it..•,�i��/�d ,�:.J J� � PHONE(63I)779-2832 FAX 63I 779-2833 DE ALL CGI�IST�'I�'�':s s i0"�' :'-Ir'.!i. P�E=ET THE PEBBLE BEACH f-I'ARMS 125 1070 STR_% AND - EASE ARI Y REQUIP:1117. i-E COD t,-l�.�nf YORK STATE. N! )T RES'Cli';�!".111E FOR�l_IJMBING DEvIr�J O cc,�Sii uci{Lal� ERRORS. GING WASTE S PEED r CCOVERING Ti--t• 0r TOWNCODE,. AS RE-QUIRiED �u v �- s` r .BA DO NOT PROCEED WITH FRAMING UNTIL SURVEY OF FOUNDATION LOCATION HAS BEEN APPROVED. � =L _, New Single-Family Residence CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA 00CUPM1CY OR For: � GROUND WIND EiPF�D SEISMIC SUBJECT TO DAMAGE FROM 4INTER DESIGN ICE SHIELD FLOOD -= o IJ�_E I S U N LAV,11 U L GR UNDERLAYMENT r,� 4 T IJ 0�� (� ["H"$'1 -1[3 A� E M r. ,NOW LOAD (MPH) DESIGN CATEGORY WEATHERING FROST LINE DEPTH TERMITE DECAY TEMPERATURE REQUIRED HAZARDS E �J C t 1 20 I'e0 B SEVERE 36' MODERATE SLIGHT TO 11 YE5 N/A (('�� l g"�,!�• TO HEAVY MODERATE "'" ��`� Y ,Stefanides 0 0 PLUI A3ER CERTI '`17MT. f ONLr?,D C01111TEIVTtfT GENERA L. NOTES: SCHEDULE OF ABBREVIATIJNS CE,R'7'If=1CATEOFOCCUP.''P"^�' SOLDER USED IN WATUP. I. ALL CONSTRUCTION SHALL CONFORM TO ALL NEW YORK STATE, COUNTY A.D. ASH DROPSUMYSYSTEM CAI' 07 AND LOCAL BUILDING, ZONING AND ENERGY CODES, AND ALL SUCH CODES A.F.F. ABOVE FINISH FLOR o EXCEED 2110 Of` 1°a LV,D. SHALL SUPERSEDE THESE DRAWINGS. BM. BEAM BRG. BEARING 2. ALL PLUMBING AND ELECTRICAL WORK 51 ALL CONFORM TO ALL STATE C.J. CEILING JOIST 1070 The Strand AND LOCAL CODES AND SHALL BE INSFECTED AND APPROVED AS REQUIRED. C.F.M. CUBIC FEET PER MUTE -- - Pebble Beach Farms CLOS cwsET • 3, THE ARCHIT'ECT'S APPROVAL APPLIES ONLY TO THIS PLAN'S STRUCTURAL C.O. CLEAN OUT East Marion NY I I939 CONFORMANCE WITH THE NEW YORK STATE BUILDING CON5TRUCTION CODE. CON. CONCRETE - y THE CONTRACTOR 15 TO VERIFY ALL CONDITIONS AND DIMENSIONS BEFORE C.M. CARBON MONOXIDEDETECTOR S•C.T.M.##I000-30-2-77 STARTING CONSTRUCTION AND SMALL BE RESPONSIBLE FOR SAME. CSMT. CASEMENT C.T. CERAMIC TILE 4. ALL FOOTINGS SMALL BEAR ON UNDISTURBED SOIL, I TON psf CAPACITY D. DRYER REVISIONS MINIMUM. D.H. DOUBLE HUNG - o DIA. DIAMETER , O 5. ALL CONCRETE SHALL BE 3000 psi AT 28 DAYS MINIMUM. EXPOSED SLABS D.J. DECK JOIST `r AND GARAGE SLABS SMALL BE 3500 psi AT 28 DAYS MINIMUM DN. DOWN i'// ��\ % ��\\ DW. DISHWASHER 6. ALL STRUCTURAL LUMBER TO BE DOUGLAS FIR LARCH NO. 2 OR BETTER. F.A.I. FRESH AIR INTAKE E=11600,000 psi AND fb- EQUIVALENT TO MEMBER SIZE. ALL GLU LAM BEAMS F.D. FLOOR DRAIN TO NAVE AN E-1,800,000 psi AND AN fb=2,400 psi. ALL LAMINATED VENEER FIX FOUNDATIONS LUMBER HEADERS AND BEAMS TO HAVE AN E=1,900,000 psi AND AN fb=2,600 F.J. FLOOR J0157. O _� psi. ALL PARTICLE STRAND BEAMS TO HAVE AN E=2,000,000 psi AND AN FP.S.C. FIREPROOF, SELF-CLOSING fb=2,900 psi. FTG. FOOTING FXD. FIXED 7. DOUBLE ALL JOISTS AROUND OPENINGS AND UNDER ALL PARTITIONS GALV. GALVANIZEC, ,' O RUNNING PARALLEL TO THE DIRECTION OF THE JOISTS, OR AS INDICATED ON GL. GLASS PLANS. H.B. HOSE BIBSH.C. HANDICAPPED 8. ALL HEADERS OVER DOORS AND WINDOWS, SHALL BE 2-2'X10' @ 4' WALLS MDR. HEADER AND 3-2'X10' 0 6' WALLS OR AS DESIGNATED ON THE PLANS. N.M. HOLLOW M7Al K.S. KITCHEN SINK I 7 9. PROVIDE 36' HIGH RAILINGS WHENEVER DECK5 OR STOOPS EXCEED 30' LAV. LAVATORY ABOVE GRADE. RAILING SHALL BE BUILT SO AS NOT TO ALLOW T14E PASSAGE L.C. LINEN CLOSET ----------- OF A 4' SPHERE THROUGH ANY OPENING. MECH. MECHANICAL MIN. MINIMUM 10. PROVIDE DIRECT WIRED SMOKE DETECTORS IN AND ADJACENT TO ALL MAX. MAXIMUM SLEEPING AREAS. PROVIDE CARBON MONOXIDE DETECTORS AS PER LOCAL. Mme• MOULDING L O REGULATIONS. M.O. MASONRY OPENING N.I.C. NOT IN CONTACT o 11. PROVIDE 5/8' TYPE 'X' GYPSUM BOARD AT CEILING ABOVE HEAT UNIT AND O.C. ON CENTER AT GARAGE AS REQUIRED. O.M. OVERHEAD �� O P.C. POURED CONCRETE 12. WRITTEN DIMENSIONS TAKE PRECEDENT OVER SCALE. R. RISER F= - O RAD. RADIUS 13. ALL 'USP' HANGERS TO BE ATTACHED WITH MANUFACTURER SPECIFIED REF. REFRIGERATOR I I 1 FASTENERS. PROVIDE APPROPRIATE COATED HANGERS WHEN USED IN R SNF' REINFORCED RESILIENT F.00RING CONNECTION WITH TREATED MATERIAL. - - - - - - - - - - - -- - - - - - - - R.R. ROOF ILIENT R �- - - � - L � - - - - - - - - -� T - - - - - - - - - - - - - - 14. PROVIDE CONTINUOUS FIRESTOP AT ALL CONCEALED SPACES IN WALLS AND S.D. SMOKE DETECTOR - - - - - - - - - - L- - - - - - - - - - .L - - - - - - - - - - - - - - - BETWEEN FLOOR SPACES AT BEARING PARTITIONS TO LIMIT DIMENSIONS OF SH. E PL. SHELF E PaE CONCEALED SPACES AS DESCRIBED IN NYS RESIDENTIAL CODE SECTIONS SHWR• SHOWER - - - - - - - - -- - - - - - - - - - - - - - - R602.8 AND R592.12. SOFT. SQUARE FEET TtG TONGUE 4 GROVE - - - - - O 15. THE CONTWICTOR SHALL REVIEW THE ENTIRE PROJECT AND SHALL BRING T.C. TERRA COTA - - - - - - - - - - - - - - - ANY DISCREPA14CIE5 TO THE ATTENTION OF THE OWNER AND ARCHITECT TEMP. TEMPERED GLASS PRIOR TO STARTING CONSTRUCTION. T14E CONTRACTOR SHALL ASSUME T.O. TRIM OPENING I SEAL I RESPONSIBILIT'r FOR FIELD CHANGES W941CH VARY FROM THE CONSTRUCTION TYP. AICA DRAWINGS WHEN WRITTEN PERMISSION (FROM TME ARCHITECT HAS NOT BEEN Y.I.F. VERIFY IN HELD TABLE OF CONTENTS OBTAINED. W WASHER �FtE-D A/� W.C. WATER CLOSET FLOOR AREAS 16. CONTRACTOR TO PROVIDE ADEQUATEBRACING AND SUPPORT TO INSURE WD. WOOD f��� R� S U, THE STRUCTURAL INTEGRITY OF THE EXISTING CONSTRUCTION. W.F. WATER FOUNTAIN COVER - PROJECT INFORMATION FIRST FLOOR SQUARE FOOTAGE - 2,011 SOFT. ' [4/ W.H. WATER HEATER A-I - FOUNDATION PLAN SECOND FLOOR SQUARE FOOTAGE - 1987 SOFT. � `'�✓ '', *r,,� 17. THE CONTRACTOR SMALL PROVIDE Al CONSTRUCTION FENCE TO PROTECT W.I. WALK-IN A-2- FIRST FLOOR PLAN TOTAL LIVING AREA - 3,998 SOFT. THE AREA OF EXCAVATION AND CONSTRUCTION. W.W.F. WELDED WIRE FABRIC A-3- SECOND FLOOR PLAN ATTACHED GARAGE IN BASEMENT - 490 SOFT, A-4-ROOF PLAN „ ;- 18. PRIOR TO START OF CONSTRUCTION, THE OWNER AND CONTRACTOR SHALL A-5 -BUILDING SECTIONS AND NOTES DECIDE ON AN ACCESS POINT TO THE SITE AND WHERE ON THE 51TE TO A-6 -BUILDING SECTIONS AND PLUMBING RISERS 0� �'�► j STORE MATERIALS. THE CONTRACTOR SHALL REPAIR ANY DAMAGE TO THE A-7 -BUILDING ELEVATIONS SITE DUE TO (n%TRUCTION. A-8 -BUILDING ELEVATIONS �` O{' N�-\A W-1 -DETAIL WALL SECTION AND ELEVATION PRESCRIPTIVE DESIGN METH05 19. THESE DRAWINGS AND SPECIFICATIONS HAVE BEEN PREPARED BY OR W-2 -TABLES, SCHEDULES AND DIAGRAMS UNDER THE DIRECTION OF THE UNDERSIGNED AND TO THE BEST OF THE 120 MPH WIND ZONES UNDERSIGNED'S KNOWLEDGE, INFORMATION AND BELIEF MEET THE Copyright 2011.STROMSKI architecture,p.c.All rights reserved.The Architect reserves the right to reproduce this REQUIREMENTSSERV I CODE. INFORMATION TAKEN FROM WOOD FRAME ONSTRUCTION MANUAL FOR ONE AND TWO - design in its entirety or any portion thereof.Unauthorized 20. ALL FLITCI,I BEAMS TO BE THRU B(N_TED WITH TWO ROWS OF 3/4 DIA, FAMILY DWELLINGS (2001 EDITION) alteration of these documents is a violation of the New York s State Education Law.These drawings andspecifications are BOT/LTS @ 24' O.C. (HORIZ.) STAGGERED TOP AND BOTTOM, CENTERLINE OF ALL TABLES, FIGURES, AND SECTIONS RE°ERRED TO BELOW CAN BE FOUND ON SHEETS an instrument of service and are the property of the Architect. BOLTS 2 IN FROM TOP AND BOTTOM OF BEAM. W-I AND W-2. g DESIGN LOADS These drawings andsp specifications are not to be used on any 21. 'TRU5JOIST' 'SILENT FLOOR' SYSTEM TO BE INSTALLED IN STRICT I. FLOOR AND ROOF DIAPHRAGM BRACING ZEQUIRED. PERPENDICULAR BLOCKING AT 4'-0' other project,except by written permission of the Architect. CONFORMANCE TO MANUFACTURER'S SPECIFICATIONS. ALL J015T HANGERS INTERVALS (MATCHED WITH SUBFLOOR EnES) MUST BE PROVIDED WITHIN THE LAST TWO PROJECT NO. I6-AR007 SHALL BE COMI'ATABLE TO JOISTS. CONTRACTOR TO OBTAIN JOIST LAYOUT USE LIVE LOAD [LB/5QFTJ DEAD LOAD [LB/SQFT.] BAYS OF FLOOR AND ROOF DECK SHEET V-1 DRAWING 2. WN DA FROM TRUSJOIST PRIOR TO START OF CONSTRUCTION. EXTERIOR BALCONIES 60 IO 2. UPLIFT CONNECTIONS REQUIRED AT EAGI RAFTER, JOIST, AND STUD CONNECTIONS, SCALE AS SHOTE 9/23/I6 22. IF ANOTHER: ENGINEERED JOIST MANUFACTURER IS USED. THE COMPANY DECKS 40 10 PROVIDE 1-1/4' X 20 GAUGE METAL STRAI FASTENED AS PER SHEET W-1 TABLE 3.313 AND DRAWN BY TLD CHECKED BY RS MUST INSURE 114AT THEIR PRODUCT MEETS OR EXCEEDS THE DESIGN DRAWINGS ON SHEET W-2. CRITERIA'S USED BY 'TRUSJOIST'. CONTRACTOR TO OBTAIN JOIST LAYOUT PASSENGER VEHICLE GARAGES 50 IO TITLE FROM THE MANUFACTURER PRIOR TO START OF CONSTRUCTION. ATTICS WITHOUT STORAGE 10 10 3. LATERAL AND SHEAR FRAMING CONNEGION5 MUST BE IN ACCORDANCE WITH THE NAILING SCHEDULES OF SHEET W-1 TABL.E3.1, 3.3A. 23. ALL ITEMS ARE TO BE STORED AS DIRECTED BY THE OWNER AND ATTICS WITH STORAGE 20 10 PROTECTED FROM DAMAGE BY WEATHER AND/OR CONSTRUCTION. 4. HOLDDOWN ANCHORS TO BE PROVIDEDAT THE CORNERS AS PER FOUNDATION PLAN ROOMS OTHER THAN SLEEPING ROOMS 40 10 SHEET A-2 AND SHEET W-1 DRAWING I. A4CHOR BOLTS ARE EMBEDDED IN THE 24. ALL MATERIALS TO BE REMOVED FROM THE PREMISES ARE TO BE SLEEPING ROOMS 30 10 FOUNDATION AND BROUGHT UP THROUGH 14E SILL PLATE. Project DISPOSED OF IN ACCORDANCE WITH THE REQUIREMENTS OF THE MUNICIPALITY IN WHICH THE PROJECT IS LOCATED. STAIRS 40 10 5. ROOF, WALL AND FLOOR SHEATHING FhSTENING SCHEDULES ARE PROVIDED ON SHEET 25. IF DURING THE COURSE OF CONSTRUCTION A SITUATION IS ENCOUNTERED GUARDRAILS AND HW-1 TABLE 3.1. Information HANDRAILS 200 10 1, WHICH COULD NOT BE DETERMINED PRIOR TO CONSTRUCTION START THEN THE 6. ROOF CLADDING AND WALL CLADDING TO BE FASTENED AS PER MANUFACTURER'S CONTRACTOR SHALL NOTIFY THE ARCHITECT FOR AN INSPECTION AND CHANGE GUARDRAILS IN-FILL COMPONENTS 1 50 10 SPECIFICATIONS. IN CONSTRUCTION DETERMINATION. HIRE ESCAPES 40 10 7. RIDGE STRAPS ARE TO BE PROVIDEDW14EN COLLAR TIES ARE NOT PLACED WITHIN THE 26, CONTRACTOR OR OWNER IF ACTING AS CONTRACTOR SMALL CALL UPPER 1/3 OF THE ROOF FRAMING. STRA'S TO BE FASTENED AS PER TABLE 3.4 ON SHEET FOR A MARK OUT OF ALL UTILITIES PRIOR TO ANY EXCAVATION. W-2, THE (UTILITY (:ALL CENTER - CALL BEFORE YOU DIG) NUMBER IS 1-800-272-4480, ADVANCE NOTICE OF 2 TO 10 DAYS MAY BE NECESSARY. 8. ALL STRAPPING CAN BE INSTALLED OYER SHEATING ONLY IF THE FASTENERS IDENTIFIED SHEET IN THE NAILING SCHEDULES ON SHEET 14-2 ARE INCREASED IN SIZE AND LENGTH BY TME WIDTH OF THE 5HEATING SUBSTRATE BEING USED. i Cover DOOR SCHEDULE NA.. C.EXTERIOR DOORS S71, " ... .. . . ._ �.�. SYMBOL SIZE MANUFACTURER TYPE GLASS AREA VENT AREA UNIT AREA REMARKS architecture, (3,C, 3 i O le x 7¢ CLOPAY OVERHEAD GARAGE INSULATED DOOR ELECTRIC DOOR OPENER BY 'LIFTMASTER' OR APP. EQ. P.O.BOX I254 JAMESPORT,NY 11947 O16'x 7¢ ARCADIA DOUBLE HINGED 27.78 SF. 38.72 SF. 42.0 SF. IMPACT THERMAL ARC 82501P SERIES PHONE(63I)779-2832 FAX(63I)779-2833 O 6¢x 8]a ARCADIA DOUBLE HINGED 36.32 SF. 49.11 SF. 53.0 SF. IMPACT THERMAL ARC 82501P SERIES O4 ¢ 1¢ X 8 13ARCADIA TRIPLE GLIDER 89.58 5F. 76.56 SF. 114.83 SF. IMPACT THERMAL ULT 55201P SERIES # O 3¢x 7¢ ARCADIA HINGED 13.89 SF. 19.36 SF. 21.0 SF. IMPACT THERMAL ARC 82501P SERIES O6 5¢x 7¢ ARCADIA OFFSET DOUBLE HINGED 13.89 SF. 19.36 SF. 21.0 SF. IMPACT THERMAL ARC 82501P SERIES ¢ IMPACT THERMAL IPTC470 SERIES 32'-6' 12 x 9 ARCADIA STOREFRONT (7 W. X 4 H.) O b¢x 8¢ ARCADIA DOUBLE HINGED 32.22 SF. 44.38 SF. 48.0 SF. IMPACT THERMAL ARC 82501P SERIES 8' 514' 114' 10'-4' 24'-10' 20'-6' I 1. ALL GLAZING TO BE HIGH PERFORMANCE AND LOW-E, UNLESS NOTED OTHERWISE. - - - - - - - - - - - - - - - - - - 2. ALL FRAMES TO BE POWDER COATED ALUMINUM IN BLACK INTERIOR DOORS j 2 I r - - - - - - - - SYMBOL SIZE TYPE REMARKS A5 �r 8' 7'-0' 12'-10' = of O 2�x b HINGED � O2 E x b 5' HINGED • (- - - r, J L O 3¢X6 a HINGED 50LID CORE DOOR WITH WEATHERSTRIPPING AND SELF CLOSING HINGES New Single-Family Residence For: 1 - - - - - - - J _ © 3¢x b¢ HINGED STEEL 3/4 HR. FIRE RATED INSULATED DOOR WITH WEATHERSTRIPPING AND SELF CLOSING HINGES - - - - - - - - - - - - -� - - `oo ` I - - - - - - - - _\ - \1 7 _tr - - - - - - - - - - - - - - - - - - - -d, I - - - - - - - � I o OE 5¢xb¢ DOUBLE-HINGED ;" Mr. 1�'1 6 - - - - - - - - - � - 1 19'-4' I N 0 4¢X 6 DOUBLE-HINGED I'-o" 10'-4' 8'I 2�X 6 HINGED Stefanides PROVIDE STEP FOOTINGSI ~ WITH 30' MAXIMUM ANGLE I I S; PROVIDE 5/8' I OH 2POCKET ¢x b a FIRECODENI I OJ 3 x b HINGED THROUGHOUT R� I i OK 3¢x 6 0. POCKET 3¢x 8>Q POCKET CUSTOM MAHOGANY FRAME SCREEN PANEL WITH STAINLESS STEEL GRANT POCKET DOOR HARDWARE AND WEATHERSTRIPPING GARAGE 4' POURED CONCRETE FLOOR SLAB. o_ O 2 x 6 HINGED PITCH SLAB TOWARDS OVERHEAD I_' I NOTES: 10 GARAGE DOOR AT MIN. 1/8' PER FOOT. x I r I. ALL DOORS TO BE SOLID CORE 1-3/4' DOORS STYLE TO BE SELECTED BY OWNER I " UNEXCAVATED I I 1 1 FILL AND COMPACT AS REQUIRED I I j I ( I070 The Strand I 1 I I I IDE GIRDER 3 1/2' DIAMETER STEEL COLUMN PROVIDE GIRDER 1 Pebble Beach Farms I I AS (STANDARD WEIGHT) WITH 1/4' THICK POCKET AS REQUIREDTOP AND BASE PLATE (TTP. U.O.N.) I REQUIRED 1 1- - - East Marion NY 11939 WINDOW SCHEDULE _ - - - - - - - - - - - - -- - - - - - S.C.T.M.#I 000-30-2-77 I I 1 L - - - - - - - - - - - - - - - I - - - - - - - - - - 1 I - - - - (3) /3WX 9-1/2' 1.9E LVL CONTINUOUS DROP GIRD ;fl r - - - - - - - - - - - - -- - - - -� SYMBOL MANUFACTURER TYPE SIZE VENT AREA GLASS AREA UNIT AREA EGRESS REMARKS REVISIONS s I( I I I ❑A ARCADIA TWIN CASEMENT 5]ax 41 20.63 SF. 18.12 SF. 23.82 SF. YES IMPACT THERMAL IPT200 SERIES I - - - - - - - - - - - - - - - - -j- - - - - - - I I I B ARCADIA CASEMENT/ AWNING ¢ 2 4.73 SF. 4.17 SF. 6.3 SF. NO IMPACT THERMAL IPT200 SERIES O _ M I I _ N UNEXCAVATED 1 ❑ 2x3 O I O I I �, FILL AND COMPACT AS REQUIRED I I © ARCADIA CASEMENT/ AWNING 21 X 5¢ 9.33 SF. 8.51 SF. 11.67 SF. NO IMPACT THERMAL IPT200 SERIES 0 I - 3'-T I _ I PROVIDE STEP FOOTINGS I ❑D ARCADIA STOREFRONT 12¢ X gg FIXED UNIT 84.56 SF. 105A9 SF. NO IMPACT THERMAL IPTC470 SERIES (7 EQ. W. X 4 EQ. H.) - ❑ I � � � WITH 30' MAXIMUM ANGLE I ¢ ¢ <� I I g - - I Q ARCADIA FIXED 3 X g FIXED UNIT 19.16 SF. 24.0 SF. NO IMPACT THERMAL IPT200 SERIES O �I I �- - - - - - - - - - - - - - - - - - --� a C0 __ (2) ,/ ' II-7/8' €AD_ R __ L __ I ARCADIA STOREFRONT 12¢ X � FIXED UNIT 75.81 SF. 94.5 SF. NO IMPACT THERMAL IPTC470 SERIES (7 EQ. W. X 3 EQ. H.)a-A _r _�_J O Ico e5 - - - - N 9'-II' I I 7�_3+ I8' -3 �- 1 � 4'-0' S' 9'II' 8' I /INOTES: 0 I I1. 0 1 1 I I LU 42' X 42' X 12' P. CONC. I I 1 I I i = 2.ALL GLAZING TO BE TO BE HIGHPERFORMANCE COATEDALUMINUM IINEBLACK S NOTED OTHERWISE. -I COLUMN FTG. W/ (3) u5 4 X 4 X 1/4 TUBE I I PROVIDE STEP FOOTING I Q >I STEEL COLUMN WITH I I 0 WITH 30' MAXI UM ANGLE I CL/ I REBAR EACH WAY I 1/4' THICK TOP AND I I 1 I s I I I I 1 > I ° BASE PLATE I 1 I Ab I N I I I I ----------- I a 0 I- - - J I I 0 Q I � �I I I I I I r-- - - -� I N 117/8' TJI PRO 230 FLOOR JOIST`� >e - I I I I Q - � @ 16' ON CENTER � - - - - �----------- I I I x 4' X 4' X 1/4' TUBE I I I I 0 U I -�I STEEL COLUMN WITH I �I 1/4' THICK TOP AND I I 70 110 gl -, �PROVID 5/8' M FULL CELLAR I BASE PLATE I I I r 14 I I FIRE CODE 4 POURED CONCRETE FLOOR SLAB I C I I 314 I _ 18 61-5' 3-3 8 I 41-3% 81' I 0 I I I0 I r - - - - - - - - - - - THROUGIOUT_� F_ -I I I I - - - J - - - - � - - - - � - - - J I I - I I J I 0 7- L _j 36' X36' X12' P. CONC. "' I I M ( co r - - - -- - - - � I O COLUMN FTG. W/ (3) #5 L - i J ® ,n - - - - - - -1 L - - - - _ - - - - `�' - - REBAR EACH WAY - I 11 7/8 TJI PRO FLOOR J015T S.D. _ I 1 O 1 1 @ 16' ON CENTER I I I I I (2) II� /4' X11014 HE/ ' IAEL � O 0 - 11-7 �- 2 II 7/8' LVL I.9E I (2) 1-3/4' X 9-1/2' IAE LVL MOM-- DROP GIRDER I I ` SEAL I I I 4' X 4' X 1/4' TUBE -- -�SEE FUTURE -1 10� T-4' 1 1 STEEL COLUMN WITH L - I -------- I ELEVATOR NOT I I v 1/4' THICK TOP AND I - - - I t BASE PLATE ------ I °i T - - - -- - - - J II 7/8' TJI PRO FLOOR JOIST N 4' 2'-11' 4' 4'-9' `r 4' 6'-I' iD @ ib' ON CENTER ac ------ I �c FUTURE ELEVATOR NOTE: I I I DEPRESS CONCRETE SLAB AS I 1 j 24' X 24' X 12' P. CONC. I a 7 B' I L - - -- - - - - - REQUIRED. OWNER TO SELECT A I I COLUMN FTG. W/ (2) #5 R jJ(32 I���� POTENTIAL COMPANY TO BASE I a REBAR EACH WAY. SPECIFICATIONS. ALLOW FOR 1 I TYPICAL TEMPORARY FLOOR AT EACH I I I ' c ;,rt✓±ff 1 1 _ II 7 8 JI PRO 230 FLOOR Jo15 LEVEL TO ALLOW SPACE TO BE I ��c� 3 1/2' DIAMETER STEEL UMN I @ 16, ON CENTER o USED AS STORAGE CLOSET o ' (STANDARD WEIGHT) WITH 1/4' I ��r �,•' 1 1 I I THICK TOP AND BASE PLA I I 2" X ' ACQ FLOOR JOIST I ' @ 16 ON CENTER A I Copyright 20I I.STROMSKI architecture,p.c.All rights 12'-0' I reserved.The Architect reserves the right to reproduce this I design in its entirety or any portion thereof.Unauthorized UNEXCAVATED I 1r I alteration of these documents is a violation of the New York I FILL AND COMPACT AS REQUIRED I w I FULL CELLAR I `s I State Education Law.These drawings and specifications are 6 I Ei an instrument of service and are the property of the Architect. A5O L- `r A5 These drawings and specifications are not to be used on an 1 - 14% POURED CONCRETE FLOORS r� I g p y I � other project,except by written permission of the Architect I I I '-II 5'-1' 7'-I' "- 36' X 36' X 12' P. CONC. - _ 1 I I 4' X 4' X 1/4' TUBE Y I PROJECT NO. I6-AR007 COLUMN FTG. W/ 3 at5 x 3 I/2 DIAMETER STEEL COLUMN I SCALE 1/4"=1'-0" DATE 9/23/I6 N I REBAR EACH WAY( ) o STEEL COLUMN WITH Cr (STANDARD WEIGHT) WITH 1/4' 1/4 THICK TOP AND I BASE PLATE I THICK TOP AND BASE PLATE II 7/8' TJI PRO 230 FLOOR J015 I DRAWN BY TLD CHECKED BY RS PROVIDE STEP FOOTINGS I @ 16' ON CENTER �- ! WITH 30' MAXIMUM ANGLE ( I 13'-0' 4 8' DROP TOP OF PIER 11-01 b'-5' `N 12'-2' I 12,-9, TITLE 1 I PROVIDE GIRDER I PROVIDE GIRDER - J POC AS I GIRDER I POCKET AS - I - - - - - - - - - - - - N - L - R IRED i � - REQUIRED - - - - - - - - - - - - - - - - J I - - - - - - - - - - - - - - - - - - - - i - N � I Foundation --_- _ - - - N N - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Pan 5'-0' 18'-2' II'-b' 2 17'-4' 9'-6' 56'-6' Ad SHEET i FOUNDATION PLAN Scale: 1/4" = I'-0' A - 1 A-I DOOR SCHEDULE -- EXTERIOR DOORS. .. . �V_. �- SYMBOL SIZE MANUFACTURER TYPE GLASS AREA VENT AREA UNIT AREA REMARKS BI`ChS1CtL11`C', p.c. O 102 x 7' CLOPAY OVERHEAD GARAGE INSULATED DOOR ELECTRIC DOOR OPENER BY 'LIFTMASTER' OR APP. P.O.BOX I254 JAMESPORT,NY I I947 O 6 x 7 ARCADIA DOUBLE HINGED 27.78 SF. 38.72 SF. 42.0 5F. IMPACT THERMAL ARC 82501P SERIES PHONE(631)779-2832 FAX(63 1)779-2833 O 62 x 8' ARCADIA DOUBLE HINGED 36.32 SF. 49.11 SF. 53.0 SF. IMPACT THERMAL ARC 82501P SERIES ® 13' x 8' ARCADIA TRIPLE GLIDER 89.58 SF. 76.56 SF. 114.83 SF. IMPACT THERMAL ULT 55201P SERIES O 3 x 7 ARCADIA HINGED 13.89 SF. 19.36 SF. 21.0 SF. IMPACT THERMAL ARC 82501P SERIES Ob 5 x 7 ARCADIA OFFSET DOUBLE HINGED 13.89 SF. 19.36 SF. 21.0 SF. IMPACT THERMAL ARC 8250IP SERIES 12� x 91 ARCADIA STOREFRONT IMPACT THERMAL IPTC470 SERIES (7 W. X4H.) O 12'-2' 32'-0' b x 8 ARCADIA DOUBLE HINGED 32.22 SF. 44.38 5F. 48.0 SF. IMPACT THERMAL ARC 82501P SERIES 6'-2' 1'-6' 10'-8' 20-6' 6'-6' 5'-0' 7'-5' lo' 2'-9' I. ALL GLAZING TO BE HIGH PERFORMANCE AND LOW-E, UNLE55 NOTED OTHERWISE. a 2. ALL FRAMES TO BE POWDER COATED ALUMINUM IN BLACK + 2 INTERIOR DOORS - 2 SYMBOL SIZE TYPE REMARKS A5 O 2�x 6 HINGED 61 X 61 Ps EOWN PARALLAM POST I IS ® 2 E x 6$ HINGED ' HIMH IL O 3�x 6 HINGED SOLID CORE DOOR WITH WEATHERSTRIPPING AND SELF CLOSING HINGES New Single-Family Residence OD 3�x 6 HINGED STEEL 3/4 HR. FIRE RATED INSULATED DOOR WITH WEATHERSTRIPPING AND SELF CLOSING HINGES For: 3 1- /4' X 9-1/2' .9E LVL 2 DROP HEAD O 5 x 6 DOUBLE-HINGED 44 x 6 p DOUBLE-HINGED Mr. co = --------------------------- S.D. G 24 x b HINGED 14' TJI PRO 360 FLOOR JOIST O 3 Stefanldes I 8' �'-r @ 16' ON CENTER O 2"X 6 POCKET I O > :1 I I I X I � DOUBLE FLOOR J015T -- _ _ __ - LE FLOOR JOIST _ ---- O 3 2 x 6 HINGED 1 ,I -- -- N -- o `ie -- \�-- O 34x 64 POCKET PANTRY/MUD ROOM ° X !� 3¢x 8 POCKET CUSTOM MAHOGANY FRAME SCREEN PANEL WITH STAINLESS STEEL GRANT POCKET DOOR HARDWARE AND WEATHERSTRIPPING ,3 IQ i wl Q i 21 x 6 HINGED NOTES: I I it vi o 2' X 8' ACQ FLOOR JOIST Tn " Ib' ON CENTER I. ALL DOORS TO BE SOLID CORE 1-3/4DOORS STYLE TO BE SELECTED BY OWNER I I i i N Fn v_ 6 I cr \ I N LOGGIA 0. II� ® mLU I070 The Strand 0 IX m w KITCHEN/DINING POWDER ROOM A i Pebble Beach Farms ��, 0 5 O 6$ East Marion NY I I939 WINDOW SCHEDULE LU a_I B -- --- S.C.T.M.#I000-30-2-77 SYMBOL MANUFACTURER TYPE SIZE VENT AREA GLASS AREA UNIT AREA EGRESS REMARKS I� 2 FA ARCADIA TWIN CASEMENT Snx q 1 20.63 SF. 18.12 SF. 23.82 SF. YES IMPACT THERMAL IPT200 SERIES REVISIONS � - � O m LL. DOUBLE FLOOR JOIST __ �i __ _ II © ARCADIA CASEMENT/ AWNING 22 x 32 4.73 SF. 4.17 SF. 6.3 SF. NO IMPACT THERMAL IPT200 SERIES O I COAT CLOSET 14' TJI PRO 360 FLOOR JOIST "' I I I PLANTING B © ARCADIA CASEMENT/ AWNING 2 x 5Q 9.33 SF. 8.51 SF. 11.67 SF. NO IMPACT THERMAL IPT200 SERIES @ 16' ON CENTER i O 11 ® ARCADIA STOREFRONT 12¢ x 8� FIXED UNIT 84.56 SF. 105.99 SF. NO IMPACT THERMAL IPTC470 SERIES (7 EQ. W. X 4 EQ. H.) O �9 ' 20'_7' 'rn 6' I I 7'-4' 4 2111' i I I o ❑E ARCADIA FIXED 3 Q x 8Q FIXED UNIT 19.16 5F. 24.0 SF. NO IMPACT THERMAL IPT200 SERIES O DOUBLE FLOOR JOIST I I I ARCADIA STOREFRONT 1:? x 7' FIXED UNIT 75.81 SF. 94.5 SF. NO IMPACT THERMAL IPTC470 SERIES (7 EQ. W. X 3 EQ. H.) O 7., I I (4) 2' X 8' SOLID O w 1�-1� �T• 2' i b'-8' 6' (2) 13/4r,, 9 I/2 IME LVL HEADEf{ fe, BIRCH PLY SHELF WITH EDGEBANDING AN METAL I 6' X b' PSL i, ALL GLAZING TO BE NIGH PERFORMANCE AND LOW-E, UNLESS NOTED OTHERWISE. O I POLE. TYPICAL PARALLAM POST UP Ib EQU 2. ALL FRAMES TO BE POWDER COATED ALUMINUM IN BLACK 3 I w 6= 11 CLOSETS I ,� I I > I ' O H N I b 9 , O ENTRY N CV I I M : I I I , CZ (K mX N 14' TJI PRO 360 FLOOR JOIST I X m I I I @ I6' ON CENTER I i C., I O I F X I I 7' X 7' PSLIO w I PARALLAM POST I I L--• 7' I 7'-1 1/2' `ao O �a (4) 2 X 8 SOLID l i w 8 POST. 26'-2' I i to (3) 1-3/4' X 9-1/2' 1.9E LVL 1I DRAT O - OP HEADER -R 71M. -UTTE071 EAD�' - -- - ��{1SN TIER- i N O m (3) I-3/q 9-I/2 1.9E LVL FIR� 61 O 6' IV-31 -61/2 PA -b' q qDRC R NF_(�,D I 1 iX6' o 0 _ _ - S.D. PA I'(POST QA �+ PLANTING BED �)I-3/' 14 9E LVL FLUSI EADER 6 O 4' �h4' 1 L FLU _EADER LI I i I - SE FUTURE STUDY . SEAL I ATOR NOTE �_, -' SI Q E A 0 U coy n � LEV T R 1 FUTURE LU I I I wI ,jY, N_- - (2)j-3/ 14' 1.9E LVL FLUSH HEADER I to I I lu I I� Z - -- -- _ O LIVING ROOM 5! N I > I > ( w 6 1Wj I FUTURE ELEVATOR NOTE: I;r! DEPRESS CONCRETE SLAB AS X X I X I - REQUIRED. OWNER TO SELECT A �1 , , ,_ -� POTENTIAL COMPANY TO BASE ,m1 5-0 q 6 10 w b 3 SPECIFICATIONS. ALLOW FOR 6' X 6' PSL I Copyright 20I I.STROMSKI architecture,p.c.All rights to m Q' reserved.The Architect reserves the right to reproduce this I! I-' TEMPORARY FLOOR AT EACH ,n g P X PARALLAM POST design in its entirety or any portion thereof.Unauthorized I-, LEVEL TO ALLOW SPACE TO BE 7 O I� a = I : alteration of these documents is a violation of the New York 7 I` I I ; USED AS STORAGE CLOSET X� I �_ State Education Law.These drawings and specifications are an instrument of service and are the property of the Architect. A5 1\O I A5 These drawings and specifications are not to be used on any I I 14' TA PRO 360 FLOOR JOIST - : other project,except by written permission of the Architect I I I id2'lX 8 ACO DECK JOIS @ 12' ON CENTER __ -_ __ - o n I @ 12' ON CENTER +'-- - I BEDROOM - PROJECT NO. I6-AR007 o SCALE 1/4"=1'-0" DATE 9/23/I6 I I I 6' 18'-9' 4' 12'-2' co DRAWN BY TLD CHECKED BY RS I I O DOUBLE JOIST_ __ __ __ _ IBATHROOM TITLE 14' TJI PRO 360 FLOOR JOIST I I PROVIDE 80 C.F.M. (MINIMUM,------- MINIMUM @ Ib" ON CENTER I EXHAUST FAN VENTED TO oursiDE O I W/ RIGID METAL PIPE. TYPI ALL u BATHROOMS N B o First Floor b' X 6' 115L DROP HEADER 13'-2' 20'-6' PARALLAM POST Iq,-ql 21_g1 BALCONY Plan a 100 1 5/4' X b' SYNTHETIC DECKING 2 (DECKING TO BE INSTALLED OVER 2' 5'-2' 38'-11' A5 17'-3' TREATED SLEEPERS, FULLY ADHERED EPDM ROOF MEMBRANE, BACKER 4 561_21 BOARD, 3/4' TREATED PLYWOOD) SHEET i FIRST FLOOR PLAN Scale: I/4' = I'-0' A - 2 A-2 2,011 SQUARE FEET DOOR SCHEDULE EXTERIOR DOORS " SYMBOL SIZE MANUFACTURER TYPE GLA55 AREA VENT AREA UNIT AREA REMARKS architecture, C O 104 x 74 CLOPAY OVERHEAD GARAGE INSULATED DOOR ELECTRIC DOOR OPENER BY 'LIFTMASTER' OR APP. EQ' P.O.BOX I254 JAMESPORT,NY 11947 02 6¢x 7 ARCADIA DOUBLE HINGED 27.78 SF. 38.72 SF. 42.0 SF. IMPACT THERMAL ARC 82501P SERIES i PHONE(631)779-2832 FAX(631)779-2833 03 6¢x 8 ARCADIA DOUBLE HINGED 36.32 SF. 49.11 5F. 53.0 SF. IMPACT THERMAL ARC 82501P SERIES a 1 ® 134 x 814 ARCADIA TRIPLE GLIDER 89.58 SF. 76.56 SF. 114.83 SF. IMPACT THERMAL ULT 55201P SERIES O 3¢x 7 ARCADIA HINGED 13.Sq SF. 19.36 SF. 21.0 SF. IMPACT THERMAL ARC B2501P SERIES O6 5 x 7 ARCADIA OFFSET DOUBLE HINGED 13.89 SF. 19.36 5F. 21.0 SF. IMPACT THERMAL ARC B2501P SERIES 124 x qi ARCADIA STOREFRONT IMPACT THERMAL IPTC470 SERIES (7 W. X 4 H.) a 07 64 x a 4 ARCADIA DOUBLE HINGED 32.22 SF. 44.38 SF. 48.0 SF. IMPACT THERMAL ARC B2501P SERIES NOTES: 32'-0' 1. ALL GLAZING TO BE HIGH PERFORMANCE AND LOW-E, UNLESS NOTED OTHERWISE. 2. ALL FRAMES TO BE POWDER COATED ALUMINUM IN BLACK INTERIOR DOORS 5'-0' 22'-0' 5'-0' SYMBOL SIZE TYPE REMARKS 2 A5 PROVIDE 80 G.F.M. (MINIMUM) O 214x 6 Q HINGED q'-0' b" 6'-3" 4' 6'-5" b" '-6' b" FUST FAN VENTED TO OUTSIDE ® 2 E x 6!3 HINGED W/ RIGID METAL PIPE. TYPICAL ALL B BATHROOMS C 34x 6 Q HINGED SOLID CORE DOOR WITH WEATHERSTRIPPING AND SELF CLOSING HINGES New Single-Family Residence ® � � 4 J OD 3 x 6 Q HINGED STEEL 3/4 HR. FIRE RATED INSULATED DOOR WITH WEATHERSTRIPPING AND SELF CLOSING HINGES For: 1 3M X q-1 ' I. E `fl I 4'' X 9-1 2' 1. E OE 54 x 6 4 DOUBLE-HINGED Y ° 1 R0 DER _________- --- ----((( e ))) -_�� rr--===___--- - ® DRP DER ° 4 e �Mr. U OF 4 x b DOUBLE-HINGED , CLOSET CLOSET 2$x 6 HINGED a . BATHROOM HROOM H 2Ex 6° POCKET Stefanldes 1 4'-2' \ O O 34x 64 HINGED7 ( , ---------- IP O O c O M BALCONY O 34 x 6 Q POCKET 1 BIRCH PLY SHELF WITH ® ® 5/4' X b" SYNTHETIC DECKING OL 34 x 8 POCKET CUSTOM MAHOGANY FRAME SCREEN PANEL WITH STAINLESS STEEL GRANT POCKET DOOR HARDWARE AND WEATHERSTRIPPING OVER 20 EDGEBANDING AND METAL S.D. ® S.D. (TREATED SLEEPERSDECKING TO BE T LLP ADHERED O i $ -1 POLE. TYPICAL ALL 1 M 2 x 6 HINGED "' CLOSETS w I EPDM ROOF MEMBRANE, BACKER I O O 6 BAL ON BOARD, 3/4' TREATED PLYWOOD) NOTES: " 1. ALL DOORS TO BE SOLID CORE 1-3/4 DOORS STYLE TO BE SELECTED BY OWNER 1 1 Zi _ I070 The Strand OI' T Pebble Beach Farms I _ X BEDROOM , X BEDROOM WINDOW SCHEDULE East Marion NY I I939 n N S.C.T.M.##I000-30-2-77 _ - SYMBOL MANUFACTURER TYPE 51ZE VENT AREA GLASS AREA UNIT AREA EGRESS REMARKS _ ---------- 6' 15'-0' 4" 3' 4' 4" 12'- " 0 RA ARCADIA TWIN CASEMENT 5�x 41 20.63 SF. 18.12 SF. 23.82 SF. YES IMPACT THERMAL IPT200 SERIES REVISIONS o ® ARCADIA CASEMENT/ AWNING 24 x 32 4.73 SF. 4.17 SF. 6.3 SF. NO IMPACT THERMAL IPT200 SERIES O BALCONY © ARCADIA CASEMENT/ AWNING 21 x 54 q.33 SF. 8.51 SF. 11.67 SF. NO IMPACT THERMAL IPT200 SERIES 5/4' X G SYNTHETIC DECKING ' D ARCADIA STOREFRONT 4 FIXED UNIT 84.56 SF. 105.99 SF. NO IMPACT THERMAL IPTC470 SERIES 7 EQ. W. X 4 EQ. H. O (DECKING TO BE INSTALLED OVER 2 12 xa ( ) TREATED SLEEPERS, FULLY ADHERED p 4 GO 0 ARCADIA FIXED 3 x 8 FIXED UNIT 19.16 SF. 24.0 SF. NO IMPACT THERMAL IPT200 SERIES EPDM ROOF MEMBRANE, BACKER BOARD, 3/4' TREATED PLYWOOD) ARCADIA STOREFRONT 124 x 710 FIXED UNIT 75.81 SF. q4.5 SF. NO IMPACT THERMAL IPTC470 SERIES (7 EQ. W. X 3 EQ. H.) __(3 1 3/4" X 14' 1.9E LVL UPSET HEADER O S.D. (4) 2' X b' SOLID ' NDTES `9 POST. TYPICAL I F I. ALL GLAZING TO BE HIGH PERFORMANCE AND LOW-E, UNLESS NOTED OTHERWISE. O i I _ II 7/8 TJI PRO 230 0 2. ALL FRAMES TO BE POWDER COATED ALUMINUM IN BLACK ROOF RAFTER - I_ 9 @ 16'ON CENTER _u`S Q O = II 7/S' TJI PRO 230 = O to ROOF RAFTER A6 O 1 BEDROOM @ 16' ON CENTER A6 O 14'-3" " n 8'-6' b' 4'-II' 4' 12'-7' I ' PITCH S O 1 =, 1/4' PER 12' N a �9 w VU Cr Q OPEN TO BELOW X O SINGLE PLY EPDM FULLY m ADHERED ROOF MEMBRANE - OVER TAPERED O I FETY BATHROOM 0 3 1 INSULATION LAZING w IO Q CLOSET i ` _ b' X b' PSL 6'-6' 4'-b' 10' O .c `i' O =�J c PARALLAM POST N 7-° [11 ------- I i I .a © O _ _ __ - ,O 3 ____ ❑ ____= rl 1 117/8' TJI PRO 230 . O Z2' X 6' SOLID it x �1 ROOF RAFTER N I POST. TYPICAL V-0 1/2" 2'-0' 4'-2 12'ii ' I @ 16' ON CENTER 7n O O ii 4N CORRIDOR I� �• ' ' SEAL LAUNDRY I ❑E FUTURE ELEVATOR NOTE: O �� 0 1 DEPRESS CONCRETE SLAB A5 K MASTER CLOSET • 4" 4O 46'-3 I 1 REQUIRED. OWNER TO SELECT A77 in ELEVATOPOTE ���' �'• ' I COMPANY TO SPECNTCATIONS ALLOW FORE I =ico `9 �c Z S T, A TEMPORARY FLOOR AT EACHII '� -1 S 4Q 1 ❑E i LEVEL TO ALLOW SPACE TO BE 11 PROVIDE BUDGET FOR I '� I / " -I " 1.9E JLVI� UPSET 3. /�C� USED AS STORAGE CLOSET ii CLOSET SYSTEM BY ' Y ii + SEE FUTURE SHADING DEVICE: 11 CLOSETS' TER II ELEVATOR NOTE:s MWaOGANY TRELLIS FRAME _BEROOMI iy Lyi DONSTRUCTED OF 2' X 6' AND I' X II 1 ( CIHANNEL SKIRT-BOARD 3" MEMBERS WITH ALUMINUM - 'Z O �_ io "MASTER BEDROOM ii 2' X 8' CEILING JOIST ii 9 I C 4 7� N I @ 16' ON CENTER717 u� 5!J I 1 4" 5'-I' I I I Copyright 2011.STROMSKI architecture,p.c.All rights reserved.The Architect reserves the right to reproduce this X ® I I 11design in its entirety or any portion thereof.Unauthorized S.D. I I I ASTER BATHROOMa- alteration of these documents is a violation of the New York 'O - I m I I I J I ° State Education Law.These drawings and specifications are an instrument of service and are the property of the Architect. I I These drawings and specifications are not to be used on any =======_------------ A5 other project,except by written permission of the Architect. BALCONY 11 5/4" X b' SYNTHETIC DECKING ;o OK N xPROJECT No. I6-AR007 to I D (DECKING TO BE INSTALLED OVER 2" `s TREATED SLEEPERS, FULLY ADHERED "' 1 2' X 6' CEILING JOIST \ SCALE 1/4"=1'-0" DATE 9/23/16 o EPDM ROOF MEMBRANE, BACKER @ Ib' ON CENTER - I BOARD, 3/4' TREATED PLYWOOD) o .o r ' " I + " I ' I " " 1 J ' " DRAWN BY TLD CHECKED BY RS 6 13-0 6 8-1 6 4-5 6 6-6 4 d, 12-2 6 PROVIDE 13UDGET FOR PROVIDE BUDGET FOR TITLE CLOSET SYSTEM BY 'EA 5Y CLOSET SYSTEM BY 'EASY ;4 CLOSETS' FOR MASTER CLOSETS' FOR MASTER BEDROOMin in BEDROOM ---------------- ---- N ® B ® O N(0 It Second Floor 1 - 3 1-3/4 X -1/2 I.qE LVL (3) 1-3/4' X 9 1/2' i.qE LVL 3 1-3/4 X -1/2 1.9E LVL DROP FADER DROP DER DROP FADER Plan 2 A5 6'-5' 24'-91/2' 11'-01/2" q-2' 2'-0' V4 56'-2' SHEET I SECOND FLOOR PLAN Scale: I/4 = V-0' A - 3 A-3 I., j I,g87 S()IJARE FEET 4.-.. iii., 3$E 3 p _0 .. architecture, p.c, P.O.BOX I254 JAMESPORT,NY 11947 j PHONE(631)779-2832 FAX(63 1)779-2833 1 < 2 A5 — — — — — — — — — — — — — — — — — — — — — — — — — — — — ' - - - - - - - - - - - -- - - - - I (' � � -1 � IIIA I I I I I I IIII :� I Illi I I I I I I IIII I �� Ill'I II II ll I'lll I IIII I I I I I I Ilil I I I I I I I I I I I I I I Ili - - - - - - - - - -I L - - - - - - J L - - - - - - - I I- - - - - - - - - - I II — — — — r - - - - - - - - - - - - - - �I I IIII I I I I IIII I l i I W New Single-Family Residence DOUBLE ROOF RAFTER UNDER DOUBLE ROOF RAFT PARAPET WALL UNDER PARAPET IIII For: III I I III I IIII � � I i l IIII Mr. I II'I ,�� II II III I I III g I I VIII Stefanid.es MHEI III o� II II III I \__ i Ilii X �, II II lilt I IIII � II II IIII I IIII l l I I IIII I IIII I I I I IIII I I ISI - - - - - - - - - - - - - - - - - - � I I IIII I SHADING DEVICE: MAHOGAI I I I I I I I FRAME 2' X 12' LEDGER BOARD FASTENED CONSTRUCTED OF 2' X 6' AND I' X ' l I I I I I WITH / DIAMETER ' BOLTS IIII i 3' MEMBERS WITH ALUMINUM STAGGERED DBOTTOM CHANNEL SKIRT-BOARD ^� L I I 1 1 EVERY 32' V I I I I I I070 The Strand L �- - - - - - - - - - - - - - - -J Pebble Beach Farms IIN I I i East Marion NY I 1939 ' S.C.T.M.#I000-30-2-77 SINGLE PLY EPDM FULLY ADHERED II 7R�J1P� - II 1 PRO 230 ROOF MEMBRANE OVER TAPERED N I I ' REVISIONS INSULATIONAk @ 16 ON CENTER I I I R00f DRAIN BY ZURN OR II APP OVED EQUAL oe II 7/8' TJ PRO 230 PITCH ROOF RAFTER — PITCHO a — — — — — 1/4' PER 12" — — — l l w @ 16' ON CENTER —1/4' PER 12' O - - - - - - - - - - � I- - - - — � I _ o PITCH 1/4' PER 12'_ O SINGLE PLY EPDM FULLY O WOOD FRAMED FLUE 'vl3 ADHERED ROOF MEMBRANE CHASE FOR GAS FIRE I I (L(LI I - OVER TAPERED A PLACE � I I � INSULATION '�O I I I I I I N 0 I - - - - - - - - - -- - - - - - - - - - - - - -- - - - - - - - - - - - - - 0 II 7/8' TJI PRO 230 CL I GOOF IN BY O DOUBLE ROOF RAFTER UNDER I I II DOUBLE ROOF ROOF ��� 'v APPROVED EQUAL l I PARAPET WALL I I CRICKET R SIDE DRAINAGE I I RAFTER UNDER @ 16' ON CENTER I I REQUIRED PARAPET WALL — — —— PITCH — O _ _ 1/4' PER 12' I I I I I PITCH 1 - 1 O l l I I I 1/4' PER 120 ' 0- L - - - - - - - I I I 2' X 12' LEDGER 6*RD FASTENED °'• O I I WITH 3/8' DIAMETfR LAG BOLTS STAGGERED TOPBOTTOM - - - - - - - - - - -- - - - - - - - - - �O I I EVERY 32' 1 _J L O 1 2' X 12' LEDGER BQARD FASTENED I 2' X 10' ROOF RAFTER IILI I l WITH 3/8' DIAMETER LAG BOLTS O @ 16' ON CENTER I I I STAGGERED TOP 9 BOTTOM I I EVERY 32I � - - - - - I I jI l I I 2' X 10" ROOF RAFTER SEAL l l I � - - - - - � I I @ 16" ON CENTER I I I I l L - - - - - - - - - - - - - --J srRO� I I I I - - - - - - - - - - - - - -� F- A5 1 I I I (om 2,@ I6+ ROOF RAFTER CENTER A5 L � k - - - - - - - - - - II c r� I I r- - - - - - - - - - -� II II II II II II II II II Copyright 2011.STROMSKI architecture,p.c.All rights I DOUBLE ROOF RAFTER UNDER I I I I DOUBLE ROOF RAFT I reserved.The Architect reserves the right to reproduce this PARAPET WALL I I I I I UNDER PARAPET WALL I design in its entirety or any portion thereof.Unauthorized alteration of these documents is a violation of the New York — — — — _ — — — — — — — — — — — — — — — — _ — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — _ State Education Law.These drawings and specifications are _ — —_— — __ — _ — __ — _ — __ — —_ __ — —_— — __ — __ — —_— an instrument of service and are the property of the Architect. �_ _— —_________________=__ — — — — — — — — — — — — — — — — — — — — — — — — ——— — — — — — — — — — — — — — _ These drawings and specifications are not to be used on any IL— — — — — — — — — — — — — — — — — — — — — — — — — — — — — —— — — — — — — — — — — — — — other project,except by written permission of the Architect. 3 PROJECT NO. I6-AR007 Z SCALE 1/4"=V-0" DATE 9/23/16 A5 DRAWN BY TLD CHECKED BY RS , TITLE i ROOF PLAN Scale: 1/4' = 1'-0' A-4 Roof Plan SHEET A - 4 A,, ... - ",,s/Iel � architecture, p.c. - a co P.O.BOX I254 JAMESPORT,NY 11947 1 in PHONE(63I)779-2832 FAX(63I)779-2833 /ihTOP OF PLATE 21'-4 3/4' __ TOP OF PLATE 20-4 3/4" � � I cr co / / TOP OF SUBRLOOR _ __ TOP OF WBFLWR0_ IV-3 3/4' ---- — 11'-3 3/4' TO? OF PLATE __ _ -- SHADING DEVICE: 10'-1" MAHOGANY TRELLIS FRAME I;' CONSTRUCTED OF 2' X 6' AND I' X New Single-Family Residence 3' MEMBERS WITH ALUMINUM CHANNEL SKIRT-BOARD For: Mr. Stefanides 0 TOP OF 5l1BFLOOR _ _ _ _ __ __ __ — TOP OF "91_ OR 0'-0' (63.0') - - - - - - - - - - - - - - - - - - 0'-0' a ' 1070 The Strand Pebble Beach Farms East Marion NY 11939 m S.C.T.M.#1000-30-2-77 REVISIONS i SECTION Scale: 1/4" = I'-0' A-5 0 TOP OF 5LAB 0 I I I I I I ^• L----J L----J L----J 300 0 /ikTOP OF PLATE __ __ O 30'-11/4' MATERIAL NOTES 0 ROOF CONSTRUCTION `�0 METAL STANDING SEAM 0 30 LB. FELT PAPER r O 5/8' EXTERIOR GRADE PLYWOOD SHEATHING 1 2' X 10' ROOF RAFTERS @ 16' ON CENTER O TJI PRO 230 v-7/8' ROOF RAFTERS @ v ON CENTER 2' X 10' CEILING JOIST @ 16' ON CENTER 2' X B' CEILING JOIST @ 16' ON CENTER O a PROVIDE ALUMINUM FLASHING AS REQUIRED ' ICE/WATER BARRIER IN ALL VALLEYS AND ROOF EDGES O RAFTER TO PLATE CONNECTORS USE 'USP' MODEL NUMBERS RT-1 OR RT10 .�0 WALL CONSTRUCTION TOP OF PLATE __ __ 0 20'-4 3/4" STONE VENEER OVER SCRATCH COAT, GALV. WIRE MESH, 3OLB, FELT O STUCCO VENEER (TWO COATS) OVER SCRATCH COAT, GALV. WIRE MESH, 3OLB. FELT O 'BLUESKIN' VPI00 WEATHER INFILTRATION BARRIER 1/2' EXTERIOR GRADE PLYWOOD SHEATHING i �. 2' X 4' WOOD STUDS @ 16' ON CENTER WITH 2' X 4' SHOE AND DOUBLE 2' X 4' ` O TOP PLATE 2' X 6" WOOD STUDS @ 16' ON CENTER WITH 2' X 6' SHOE AND DOUBLE 2' X 6' c TOP PLATE (AS SHOWN ON PLAN) SEAL 2' X B' WOOD STUDS @ 16' ON CENTER WITH 2' X B' SHOE AND DOUBLE 2' X 8' TOP PLATE (AS SHOWN ON PLAN) "" :_•-�.. 1/2' GYPSUM WALL BOARD ALL WALLS AND CEILINGS (MOISTURE RESISTANT / WALL BOARD AT BATHROOMS) !11° EV GYPSUM BOARD CEILING WITH IMPACT RESISTANT GLASS,ARCADIAWINDOWS ALW E, AND ARGON j STqAft / II'-3 3/4' PROVIDE WALL TO ROOF, WALL TO WALL, AND WALL TO FOUNDATION i ? TOP OF %SFL.00R __ __ GAS (SEE PLANS FOR MODEL NUMBERS) TOP OF PLATE cl CONNECTORS AS PER SHEET W-2. 1 � to-I FLOOR CONSTRUCTION FLOOR FINISHES AS PER PLAN 3/4' TONGUE AND GROOVE PLYWOOD SHEATHING NAILED AND GLUED II-7/8' TJI PRO 230 FLOOR JOISTS AT 16' ON CENTER FIRST FLOOR / i 14' TJI PRO 360 FLOOR JOISTS AT 16' AND 12' ON CENTER SECOND FLOOR Copyright 20I1.STROMSKI architecture,p.c.All rights reserved.The Architect reserves the right to reproduce this FOUNDATIONCONSTRUCTION design in its entirety or any portion thereof.Unauthorized alteration of these documents is a violation of the New York / (2) 2'X 6' ACQ SILL PLATE WITH SILL SEAL State Education Law.These drawings and specifications are 'COP-R-TW TERMITE SHIELD an instrumentservice and are the property the Architect. These drawingss and specifications are not to be used on any 5/8' ANCHOR BOLTS @ 36' ON CENTER MAX, AT EACH SIDE OF EVERY other project,except by written permission of the Architect OPENING, WITHIN 6' TO 12' OF THE END OF EACH PLATE, AND WITHIN 12' OF EACH CORNER. PROJECT NO. I6-AR007 PROVIDE HOLDDOWN AS PER SHEETS W-1 AND W-2 /IKTOP OF %SFLOOR �� POURED CONCRETE FOUNDATION WALLS (SEE PLANS FOR WIDTHS) SCALE 1/4"=1'-a' DATE 9/23/16 24' X 12'POURED CONCRETE WALL FOOTING (WITH KEY WAY JOINT) 01-011-3/4' X 9-1/2' 1.9E LVL GIRDERS (SEE PLAN FOR NUMBER OF PLIES) DRAWN BY TLD CHECKED BY RS 3-1/2' DIAMETER (STANDARD WEIGHT) STEEL COLUMN WITH 1/4' TOP AND BASE PLATES TITLE 4' X 4' X 1/4' STEEL TUBE COLUMN WITH 1/4' TOP AND BASE PLATES POURED CONCRETE COLUMN FOOTING (SEE PLANS FOR SIZES) 4' POURED CONCRETE FLOOR SLAB 'ARCADIA' BASEMENT WINDOW DAMPROOF FOUNDATION BELOW GRADE PROVIDE BOX BEAM TO SILL PLATE CONNECTORS AS PER SHEET W-2 Sections INSULATION NOTES R-30 INSULATION WITH WIRE TIES AT CELLAR CEILING 8' OF OPEN CELL FOAM AT ALL ROOF EDGES (WITH FLAME RETARDER) 2' OF CLOSED CELL FOAM AT ALL EXTERIOR WALLS AND BOX BEAMS R-15 INSULATION AT SIX AND EIGHT INCH EXTERIOR WALLS OVER FOAM TOP OF 5LAB -10'-0 5/8" (530) L----J L----J L----J J z. SHEET I r I i L A _ 5 ei SECTION Style: 1/4' - 1'-0' A-5 ! , architecture, p.c. t P.O.BOX I254 JAMESPORT,NY 11947 -- - — — - --------------- � PHONE(63I)779-2832 FAX(63I)779-2833 -- -- -- -- -- -- TOP OF PLATE 20'-43/4' \-F r :a 1 –– –– –– –– –– TOP OF 50FLOORAgN I _ II'-3 3/4' New Single-Family Residence For: MrInn . 6 ; Stefanides a 0FLOM TOP OF 5 —–– – of-o� I070 The Strand Pebble Beach Farms co East Marion NY 11939 S.C.T.M.#1000-30-2-77 J REVISIONS -- -- -- _ -- -- TOP OF SLAB 'O —9'-5 7/8' I I I �O O 0 i SECTION AT FRONT DOOR Sale: 1/4' = 1,-01 O Io i O O VENT THROUGH ROOF (TYP.) 0 �O VENT THROUGH ROOF (TYP.) I O ROOF O A 11 O Y O 1 I ___--_TML — I ---T-----j--- — O 1--_--'—'1T----- 12 I 1 i I-I/2 X311 i 1-I/2 i i3" 2 I 0 LAV.i LAV. Wi C. i 3n i 211i L .V. 1nI� C. 3" 211 1 LAV. 7777 I I I O 1 1 I I i i I will TUB TUB i I—I/4" 1TUB I—I/4" 1311 SEAL 1 SHOWERSECOND FLOOR 111II11iI 1/2" I 1 l 1 1/2" i ,� - 3 2" I 21; 2 r' Ca ED-„fr' 211 2" 21 2n 3n 2' 211 3" `. .',r �,7 :TR C.O. 3u311 3113 C.O.13n G.O. 311I I rl,.. :.' I I �.� 1 --311—� J �� __ ---__,— 2u _412 ._. �— _ --r— I I ------ --- 211 _-_-/ ___----- 12" 111/2" Copyright 20I I.STROMSKI architecture,p.c.All rights I 1311 KITCHEN i LAUNDRY 1 I I 11 reserved.The Architect reserves the right to reproduce this SINK 1 SINK I I 13 design in its entirety or any portion thereof.Unauthorized I LAV. W I C. 311 ER WW SH '�—�T I �� i LAV/ W 1 G alteration of these documents is a violation of the New York 111 State Education Law.These drawings and specifications are 2 I I I 11 W SH I an instrument of service and are the property of the Architect. I 3 MACH 1 I These drawings and specifications are not to be used on any 1 other project,except by written permission of the Architect 1-1/4" 11 1-1/411 I FIRST FLOOR OWER 1 1/2" I 211 I I/2 I PROJECT NO. I6-AR007 2 11 1' 2" 3 G,O 2 SCALE 1/4"=1'-0" DATE 9/23/I6 211 311 2' 2' 311 G.O. DRAWN BY TLD CHECKED BY RS G.O. 311 311 F.A.I. TITLE 4" 411 1---- Z BSMT. FLOOR i GRADE b I Elevations 411 I M.C.O. t I I TO SC14D APPROVED SANITARY 2 PLUMBING RISER DIAGRAM Scale: N.T.S. SYSTEM A—b SHEET A - 6 ..... 7 ,j P.O.BOX I254 JAMESPORT,NY 11947 PHONE(63I)779-2832 FAX(63I)779-2833 TOP OF PLATE NV 21'-4 3/4' STONE CAP: s PRECAST STONE CAP. 4' NIGH PROJECTING 3' EACH SIDE BEYOND THE FRAME BELOW. THICKNESS OF CAP TO BE _ - DETERMINED BASED ON STONE J"\\ VENEER USED. PROVIDE SHOP DRAWING FOR REVIEW. a .1 TOP OF SUS MIR II'-3 3/4' o New Single-Family Residence � TOP OF PLATE __ __ __ - For: INV 10'-P Mr. STONE VENEER: Stefanides / � 3 'ANTIQUE LUEDERS' THIN VENEER ' STONE BY 'COBRA STONE' OVER PORTLAND CEMENT SCRATCH COAT, GALV. WIRE MESH, 301-5. FELT, WEATHER TIGHT BARRIER BLUESKIN VPI00 BY 'HENRY'. I TOP OF SUBFLOORIIV - - - -- OI—Or I070 The Strand Pebble Beach Farms -- East Marion NY 11939 S.C.T.M.#I 000-30-2-77 o o �v REVISIONS � �O 8' POURED CONCRETE FOUNDATION WALLS x; WITH 16' X B' POURED CONCRETE WALL I 10' POURED CONCRETE FOUNDATION FOOTING WALLS WITH 24' X 12' POURED CONCRETE O WALL FOOTING O 0 - -►- - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - " O LEFT SIDE ELEVATION Scale: 1/4' = 0-0' A-7 O O O O O O O � O TOP OF PLATE NV 21'-4 3/4' O ' ;� SEAL J" STUCCO VENEER: \� \� TWO COAT STUCCO FINISH OVER �i x x �U STONE VENEER: , PORTLAND CEMENT SCRATCH COAT, �ti c WEATHER TIGHT BARRIER BLUESKIN 'ANTIQUE LUEDERV THIN VENEER GALV. WIRE MESH, 30LB. FELT, STONE BY COBRA STONE' OVER i 'HENRY'. PORTLAND CEMENT SCRATCH COAT, I GALV. WIRE MESH 30LB. FELT r \ ` COCOLORBOF STUCCO F1 SN TO BE U' IN I DIAMETER STAINLESS � � � WEATHER TIGHT BARRIER BL ESK STEEL TURN-BUCKLE SELECTED BY OWNER ; . VPI00 BY 'HENRY'. TOP OF SUBFLOOR �. . .. :�ell;..�� TOP OF PLATE CUSTOM MAHOGANY FRAME SCREEN Copyright 20I I.STROMSKI architecture,p.c.All rights o reserved.The Architect reserves the right to reproduce this POCKET DOOR design in its entirety or any portion thereof Unauthorized i` � alteration of these documents is a violation of the New York State Education Law.These drawings and specifications are STUCCO VENEER: an instrument of service and are the property of the Architect. These drawings and specifications are not to be used on any TWO COAT STUCCO FINISH OVER i l� o other project,except by written permission of the Architect. PORTLAND CEMENT SCRATCH COAT, - GALV. WIRE MESH 30LB. FELT, , � � � o PROJECT NO. I6-AR007 WEATHER TIGHT BARRIER BLUESKIN oE SCALE 1/4"=1'-0" DATE 9/23/I6 VPI00 BY 'HENRY'. STYLE AND -- ' ❑ - COLOR OF STUCCO FINISH TO BE 7 - - SELECTED BY OWNER DRAWN BY TLD CHECKED BY RS TOP OF SUBFLOOR 0'-0' ------------- r-J 00000 .3 r J Elevations r-_J 5OE CAP: F-_J PRECAST STONE CAP. 4' HIGH F PROJECTING 3' EACH SIDE r-_J BEYOND THE FRAME BELOW. — THICKNESS OF CAP TO BE DETERMINED BASED ON STONE r__J VENEER USED. PROVIDE SHOP r_J DRAWING FOR REVIEW. F-_ 8' POURED CONCRETE FOUNDATION WALLS r--_i I WITH 16' X 8' POURED CONCRETE WALL SHEET TO' OF SLAB J10' POURED CONCRETE FOUNDATION FOOTING -10'-05/8' (53.0) � - - -I � - - - -7 ki"f: STUCCO VENEER: IN DIAMETER STAINLESS TWO COAT STUCCO FINISH OVER STEEL TURN-BUCKLE PORTLAND CEMENT SCRATCH COAT, 7' ALUMINUM ROD GALV. WIRE MESH, 30LB. FELT, YcllitL11 ` ' WEATHER TIGHT BARRIER BLUESKIN C-CHANNEL PAINTED VPI00 BY 'HENRY'. STYLE AND BLACK COLOR OF STUCCO FINISH TO BE SELECTED BY OWNER � P.O.BOX I254 JAMESPORT,NY I I947 PHONE(63I)779-2832 FAX(63I)779-2833 /JhT0P OF PLATE 21'-4 3/4" STONE CAP: PRECAST STONE CAP. 4' HIGH PROJECTING 3' EACH SIDE BEYOND THE FRAME BELOW. _ THICKNESS OF CAP TO BE 3o \ DETERMINED BASED ON STONE VENEER USED. PROVIDE SHOP DRAWING FOR REVIEW. STONE VENEER: / \ 'ANTIQUE LUEDERS' THIN VENEER E I STONE BY 'COBRA STONE' OVER PORTLAND CEMENT SCRATCH COAT, GALV. WIRE MESH, 30LB. FELT, WEATHER TIGHT BARRIER BLUESKIN VPI00 BY 'HENRY'. TOP OF SUBFLOOR II'-3 3/4' TOP OF PLATE I New Single-Family Residence For: RAILING NOTE: 36' HIGH GUARD. STAINLESS STEEL CABLE RAIL SYSTEM WITH MAHOGANY TOP RAIL. RAIL TO BE Stefanides CONSTRUCTED 50 THAT A 4' SPHERE MAY NOT PASS THROUGH AT ANY POINT. a TOP OF SUBFL0T 1070 The Strand Pebble Beach Farms East Marion NY 11939 S.C.T.M.#I000-30-2-77 I I 8' POURED CONCRETE FOUNDATION WALLS I A REVISIONS WITH 16' X 8' POURED CONCRETE WALL I O FOOTING I �O i REAR ELEVATION Scale: 1/4' _ ►'-0' I I A-a - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0 cl- - - - - - - - - - - - - - - - - - - - - ____ __==__=__=__===- - - - - - - - - - - _______ 0 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- :�0 L - - - - - - - - - - - - - - - - - - - - - J 0 0 _ 0 tl 0- STUCCO VENEER: 0 TWO COAT STUCCO FINISH OVER 7' ALUMINUM PORTLAND CEMENT SCRATCH COAT, C--C NNEL PAINTED O GALV. WIRE MESH, 301B.. FELT, I DIAMETER STAINLESS B WEATHER TIGHT BARRIER BLUESKIN STEEL TURN-BUCKLE O VPI00 BY 'HENRY'. STYLE AND ROD ; COLOR OF STUCCO FINISIH TO BE O SELECTED BY OWNER o SHADING DEVICE: MAHOGANY TRELLIS FRAME 0 o - CONSTRUCTED OF 2' X 6' AND IN X -- -- -- 3' MEMBERS WITH ALUMINUM AftT0F OF PLATE ,• O CHANNEL SKIRT-BOARD 21'-4 3/4" o IN DIAMETER STAINLESS 0 STEEL TURN-BUCKLE 0 L RO - 7 o n o t O SHADING DEVICE: I SEAL MAHOGANY TRELLIS FRAME STONE VENEER: CONSTRUCTED OF 2' X 6' AND IN X 3' MEMBERS WITH ALUMINUM �` '� ,' `\ ANTIQUE LUEDERS THIN VENEER '; `��i• `` �c ST STONE BY 'COBRA STONE' OVER CHANNEL SKIRT-BOARD a ' PORTLAND CEMENT SCRATCH COAT, � � ' Q,F r!7 O,r � ;• � GALV. WIRE MESH, 30LB. FELT, A 7 WEATHER TIGHT BARRIER BLUESKIN 15' ALUMINUM VPI00 BY 'HENRY'. �` y'?;r<, •,t C-CHANNEL PAINTED OF SUBFBLACK � ` .�- •:�``.;.?-..� �•- TOP LOOR __ __ __ 12' ALUMINUM II-3 3/4' C-CHANNEL PAINTED TOP OF PLATE __ __ __ --- - _ - --= -=- BLACK ' I " 7'ALUMINUM L C-CHANNEL PAINTED STONE CAP: m BLACK -- — o PRECAST STONE CAP. 4' HIGH ' o PROJECTING 3' EACH SIDE BEYOND THE FRAME BELOW. _� Copyright 20I I.STROMSKI architecture,p.c.All rights '� reserved.The Architect reserves the right to reproduce this RAILING NOTE: / \ \ / ,, ,, \ THICKNESS OF CAP TO BE design in its entirety or any portion thereof Unauthorized / \ \ '\ /` DETERMINED BASED ON STONE alteration of these documents is a violation of the New York 36' HIGH GUARD. STAINLESS STEEL VENEER USED. PROVIDE SHO State Education Law.These drawings and specifications are CABLE RAIL SYSTEM WITH �� \\ / \\\ yl \\ j X L DRAWING FOR REVIEW. an instrument of service and are the property of the Architect. MAHOGANY TOP RAIL. RAIL TO BE /' \\ / �� ,� These drawings and specifications are not to be used on any \ , CONSTRUCTED SO THAT A 4' other project,except by written permission of the Architect. _ / \ / \ t SPHERE MAY NOT PASS THROUGH AT ANY POINT. PROJECT NO. I6-AR007 \ , / SCALE 1/4"=1'-0" DATE 9/23/16 DRAWN BY TLD CHECKED BY RS TOP OF SUBFUM \ IV o'—O' -- -- -- TITLE r------------ � 12' ALUMINUM -------7 _' C-CHANNEL PAINTED BLACK , F=====___====9 Elevations TOP SLAB 10' POURED CONCRETE FOUNDATION I WALL5 WITH 24' X 12' POURED CONCRETE -9'-5 7/8' -- -- -- — — - I WALL FOOTING — — — — — — — — — —I SHEET F_ - - - - - - - - - - - - - - - - - - T - - - - - - - - -� T — I L - - J - - - - - - - - - - - - - - - - - - - I- - - - - - - - - - -J- - - - - - - - - - - - - - - -1 I A - 8 2 FRONT ELEVATION! Scale: v4' = P-o' L - - - - - - - - - - - - - - - - - - - - - - - - - - - � A-8 L — — — — — — — — — — — — — — — — — — — — — — — — — — — — I 'USP' STRUCTURAL STRAP MODEL# LSTA (REQUIRED WHEN NO c COLLAR TIES ARE USED WITHIN THE UPPER THIRD OF THE ATTIC SPACE @ 16' ON CENTER) SEE MATERIAL NOTES FOR SIZES. TOP OF RIDGE r RAFTER TO RAFTER CONNECTION $)- architecture, px. P.O.BOX I254 JAMESPORT,NY I I947 PHONE(63I)779-2832 FAX(63I)779-2833 RAFTER. SEE PLAN FOR SIZES AND SPACING RIDGE. SEE PLAN FOR SIZES LU a RAFTER. SEE PLAN FOR HEADER. SEE PLAN FOR i a SIZES AND SPACING SIZES U CEILING JOIST. SEE PLAN a FOR SIZES AND SPACING 'USP' STRUCTURAL CONNECTOR FOR RAFETR AND STUDS THAT ARE OFFSET. MODEL# RT7/REF# -——— 142.5/145 (585 LBS UPLIFT) I TOP OF PLAT STOP OF PLATE RAFTER TO PLATE CONNECTION RAFTER TO PLATE CONNECTION FILING JOIST. SEE PLANS FOR SIZES AND SPACING New Single-Family Residence 'USP' STRUCTURAL CONNECTOR For: SEE MATERIAL NOTES FOR DOUBLE TOP PLATE. SEE MATERIAL MODEL NUMBERS (EACH STUD) NOTES FOR SIZES 'USP' STRUCTURAL STRAP ?Mr, HEADER. SEE PLAN FOR 'USP' STRUCTURAL (20 GAUGE MIN) LSTA MAY SIZES CONNECTOR FOR RAFETR BE USED TO WRAP OVER AND STUDS THAT ARE THE TOP PLATE AT WINDOW 'Stefa.nid.eS IN-LINE. MODEL#'S RTIO (REF AND DOOR OPENINGS (REFER 142) (585 LBS UPLIFT) OR TO TABLE 3.3B ON SHEET RT20 (REF 147) (1105 LBS 4'-0' OR LESS ROUGH OPENING W-1 FOR NAILING SCHEDULE) > SHEATHING SEE MATERIALS UPLIFT) CAB BE USED. SEE I NOTES FOR SIZES # TYPE MATERIAL NOTES FOR MODEL a SEE NAILING SCHEDULE ON NUMBERS TO BE USED. ~3 W-2 FOR FASTENING (EACH STUD) i EXTERIOR WALL STUD. SEE FOR OPENINGS LESS T14AN MATERIAL NOTES FOR SIZES ANDSPACING 4'-0' USE SINGLE JACK AND I070 The Strand FULL HEIGHT STUD AT EACH 1 'USP' STRUCTURAL STRAP END. Pebble Beach Farms MODEL# LTW;2 (REF #LTs 12) East Marion NY 11939 (735 LBS UPLIFT) MAY ALSO 'USP' STRUCTURAL STRAP S.C.T.M.#1000-30-2-77 BE USED AS A STUD TO RIM MODEL# LFTAG (REF# 146) JOIST CONNECTOR (UPLIFT 990 LBS) MAY ALSO BE USED AS A STUD TO REVISIONS SINGLE SHOE. SEE MATERIAL NOTES 'AD55' USP CONNECTOR WIT14 (2) 3/4' FLOOR CONNECTOR. FOR SIZES CARRIDGE BOLTS FASTEN TO DOUBLE STUD. O A 5/8MDIAMETER THREADED ROD CONNECTS 'USP' STRUCTURAL STRAP UPPER AND LOWER CONNECTORS. PROVIDE FOR STUDS THAT ARE O BOX BEAM DOUBLE STUDS AND STRAPPING FROM ROOF OFFSET MODEL# LSTA 12 , FLOOR JOIST. SEE PLANS FOR SIZES TO FOUNDATION AS SHOWN. (620 LBS UPLIFT) O O OF SUSFL STOP OF SUB FLOOR STUD TO STUD CONNECTION STUD TO STUD CONNECTION II BOX BEAM OR RIM JOIST. { II SEE PLAN FOR DETAILS O 'USP' STRUCTURAL STRAP I I O 'USP' STRUCTURAL STRAP MODEL# L5TA.3,0 FOR 8' TO O MODEL# LSTA30 FOR 8' TO 10' JOIST USE LSTA36 FOR ti 10' JOIST USE LSTA36 FOR 12' JOIST. (REFER TO TABLE O FLOOR DIAPHRAGM BRACING WITHIN 12' JOIST. (EACH STUD) 3.3B ON SHEET W-1 FOR LAST TWO BAYS OF FRAMING AT 4'-0' (REFER TO TABLE UD ON NAILING SCNEDULE) Igo INTERVALS SHEET W-1 FOR NAILING O SCHEDULE) O DOUBLE TOP PLATE. SEE MATERIAL NOTES FOR SIZES HEADER. SEE PLAN FOR SIZES O ADDITIONASL 'USP' STRUCTURAL O STRAP MODEL# LSTA 12 FOR OPENINGS GREATER T14AN 4'-0' FOR OPENINGS LARGER T14AN O 4'-0' USE DOUBLE JACK AND O EXTERIOR WALL STUD. SEE MATERIAL GREATER THAN 4'-0' ROUGH OPENING FULL HEIGHT STUD AT EACH NOTES FOR SIZES AND SPACING END .#O O ADDITIONAL 'USP' STRUCTURAL STRAP MODEL# LSTAIB FOR 8' TO 10' JOIST SEAL 'USP' STRUCTURAL STRAP USE LSTA24 FOR 12' JOIST FOR MODEL# LTWI2 (REF #LTS 12) OPENINGS GREATER THAN 4-0' (735 LBS UPLIFT) MAY ALSO BE ��'.' �tl`'• USED AS A STUD TO RIM JOIST t RS ST CONNECTOR (EACH STUD) `'� 'AD55' USP CONNECTOR WIT14 (2) 3/4' CARRIDGE BOLTS FASTEN TO ANCHOR BOLT �- SINGLE SHOE. SEE MATERIAL NOTES WIT14 5/8' DIAMETER THREADED ROD AND 0419.10 yd FOR SIZES THREADED COUPLING. SEE FOUNDATION PLAN F. ��. FOR LOCATIONS. PROVIDE DOUBLE STUDS . or- Nlt='�1 AND STRAPPING FROM ROOF TO FOUNDATION AS SHOWN. FLOOR JOIST. SEE PLANS FOR SIZES BOX BEAM/RIM Copyright 2011.STROMSKI architecture,p.c.All rights JOIST reserved.The Architect reserves the right to reproduce this TOP OF 5UBFL00R g[-N_ TOP OF SUB FLOOR _ _ _ design in its entirety or any portion thereof.Unauthorized STUD TO SILL CONNECTION STUD TO SILL CONNECTION alteration of these documents is a violation of the New York State Education Law.These drawings and specifications are an instrument of service and are the property of the Architect. These drawings and specifications are not to be used on any 14PAHD22 (4760 MODEL# WPAHD22 (4760 other project,except by written permission of the Architect. LHS UPLIFT) LBS UPLIFT) MAY ALSO BE USED AS A CORNER HOLD PROJECT NO. I6-AR007 DOWN SEE FOUNDATION I i II I I II FLOOR DIAPHRAGM BRACING WITHIN II' PLAN FOR LOCATIONSCALE As Noted DATE 9/23/I6 LAST TWO BAYS OF FRAMING AT 4'-0' GRADE INTERVALS �J DRAWN BY WP CHECKED BY RS d 'USP' STRUCTURAL STRAP DOUBLE TREATED SIAL PLATE OVER 5/8' ANCHOR BOLT WITH 3' SQUARE GRADE I MODE+# L5TAI8 (870 LBS UPLIFT) FOININUM R REBAR 9 TITLE TERMITE SHIELD AND SILL SEAL. SEE BEARING PLATE WASHERS EVERY 36' FOR 8 TO 10 JOIST USE LSTA24 MATERIAL NOTES FOR SIZES (980 LBS UPLIFT) FOR 12' JOIST. a #4 CONTINUOUS REBAR SET I (EACH STUD) (REFER TO TABLE 4' BELOW TOP OF WALL. #4 CONTINUOUS REBAR SET 3.3B ON SHEET W-1 FOR NAILING POURED CONCRETE FOUNDATION OR 4' BELOW TOP OF WALL. I SCHEDULE) D etail Wall MASONRY BLOCK FOUNDATION. SEE a UCTURMA FOUNDATION PLAN FOR SIZES. 4 I ICONNECTRORCMODEL# Section & MP4F/REF# LTP4 (690 LBS ° I UPLIFT) EVERY 36' Elevation ° 5/8' ANCHOR BOLT WIT14 3' SQUARE BEARING PLATE ° WASHERS EVERY 36' SHEET a 41 a; - 1 TYPICAL WALL SECTION Scale: 3/4" = I'-0' 2 TYPICAL WALL ELEVATION Scale: 3/4" = 1'-0" FRAMING AND CONNECTOR DETAIL FRAMING AND CONNECTOR DETAIL � TABLE 3.1 NAILING SCHEDULEY.y, TABLE 3.38 TABLE 8301 .2.1 .2 SPACING WOOD BORNE DEBRIS PROTECTION FASTENING UPLIFT STRAP CONNECTION WINDSPEED (MPH) SCHEDULE FOR WOOD STRUCTURAL PANELS ROOF FRAMING REQUIREMENTS 110 120 FASTNER SPACING architecture, RAFTER TO TOP PLATE: (TOE NAILED) SEE TABLE 3,3A PER RAFTER •c• CEILING JOIST TO TOP PLATE (TOE-NAILED) SEE TABLE 3.3A PER JOIST NUMBER OF 8D Ca'O FRAMING SPACING (IN.) ROOF SPAN (FT.) NAILS IN EACH END OF CEILING JOIST TO PARALLEL RAFTER (FACE-NAILED) SEE TABLE 3.7 EACH LAP I V4'x 20 GAGE STRAPS PANEL SPAN LESS THAN 4 FOOT LESS PANEL 6 FOOT LESS PANEL P.O.sox I254 JAMESPORT,NY 11947 CEILING .101ST LAPS OVER PARTITIONS (FACE-NAILED) SEE TABLE 3.7 EACH LAP FASTENER TYPE OR EQUAL TO 4 FOOT SPAN LESS THAN OR SPAN LESS THAN OR P COLLAR TIE TO RAFTER (FACE-NAILED)ED) SEE TABLE 3.4 PER TIE EQUAL TO 6 FOOT EQUAL TO 8 FOOT PHONE 0631)779-as32 FAX(63I)779-2833 ( 12 3 3 BLOCKING TO RAFTER (TOE-NAILED) 2-SD EACH END 16 3 4 2 1/2' #6 RIM BOARD TO RAFTED: (END-NAILED) 2-16D EACH END 20 3 4 WOOD SCREWS 16' 12' q" 12 24 4 5 WALL FRAMING 28 4 5 2 1/2' #8 16" 16' 12' 32 5 6 WOOD SCREWS TOP PLATE TO TOP PLATE (FACE NAILED) 2-I6D PER FOOT 36 5 7 , I IALLOWS/20 CHOLDDOWN FOR SI: I inch= 25.4mm I foal=304.8mm I pound=0.454kg I mile per hour=1.6Nkm/h INSTALLATION TOP PLATE AT INTERSECTIONS (FACE NAILED) 4-I6D JOINTS-EACH SIDE A. THE TABLE 15 BASED ON 110 mph WIND SPEEDS AND A 33 foot MEAN ROOF HEIGHT ENDWALL STUD TO STUD (FACE NAILED) 2-16D 24' O.C. HEADER TO HEADER (FACE NAILED) 16D 16' O.C. ALONG EDGES 12 3 4 B. FASTNERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL. . 16 4 5 C. NAILS SHALL BE IOD COMMON OR 12D BOX NAILS. CORNER STUD CONNECTED TOP OR BOTTOM PLATE TO STUD (END-NAILED) 2-I6D PER 2x4 STUD 20 4 5 TO TRANSFER SHEAR Ib 24 5 6 'ADS5' USP CONNECTOR WITH 3-I6D PER 2x6 STUD 28 6 7 D. WHERE SCREWS ARE ATTACHED TO MASONARY OR MASONARY/STUCCO, THEY SHALL BE ATf ACHED 5/s' DIAMETER ANCHOR BOLT UTILIZING VIBRATION-RESISTANT ANCHORS HAVING A MINIMUM ULTIMATE WITMDRAWL CAPACITY OF 4010 AND (2) 3/4" CARRIDGE 4-I6D PER 2x8 STUD 32 6 8 i 36 7 _ ANDS BOLTS. SEE FOUNDATION O PLAN FOR LOCATIONS 2—I6D COMMON NAILS AT BOTTOM PLATE TO FLOOR JOIST,BANDJOIST,ENDJOIST OR BLOCKING (FACE-NAILED) 2-16D"2 PER FOOT 6' O.C. FLOOR FRAMING 12 5 6 - New Single-Family Residence 16 5 7 JOIST TO SILL TOP PLATE OR GIRDER (TOE-NAILED) 4-8D PER JOIST 20 7 6 TABLE 3.3A For: BRIDGING TO JOIST (TOE-NAILED) 2-0 8D EACH END 24 32 8 - RAFTER/CEILING JOIST TO TOP PLATE FASTEST MILE WIND Mr. BLOCKING TO JOIST (TOE-NAILED) 36 _ _ SPEED (MPH) BLOCKING TO SILL OR TOP PLATE (TOE-NAILED) 3-I6D EACH BLOCK LATERAL AND SHEAR CONNECTION LEDGER STRIP TO BEAM (FACE-NAILED) 3-I6D EACH JOIST C C : Ste anides JOIST ON LEDGER TO BEAM (TOE-NAILED) 3- D PER JOIST 'TABULATED UPLIFT REQUIREMENTS ASSUME A ROOF/CEILING DEAD LOAD OF REQUIREMENTS 110 120 BAND JOIST TO JOIST (END-NAILED) 3-16D PER JOIST IOpsf (2/3xl5psf). IF A CEILING ASSEMBLY IS NOT PRESENT OR IF THE CEILING BAND JOIST TO SILL ( TOP PLATE (TOE-NAILED) 2-16D' PER FOOT ASSEMBLY 15 NOT CONNECTED TO THE ROOF ASSEMBLY, THE TABULATED ~-��. _ NUMBER OF NAILS SHALL BE INCREASED BY I NAIL AT EACH END OF THE RAFTER/CEILING JOIST WALL HEIGHT (FT.) NUMBER GF ) ECUIR N NAILS I ROOF SHEATHING STRAP. FOR EACH 5 psf INCREASE IN STRUCTURAL ROOF/CEILING DEAD LOAD, SPACING (IN. RAFTER LED) R CE1RED J EACH ) RAFTER AND/OR CEILING JOIST TO THE TABULATED NUMBER OF NAILS SHALL BE PERMITTED TO BE REDUCED BY I TOP PLATE CONNECTION'As STRUCTURAL PANELS BD OEDGE/ 12' FIELD NAIL. ' WALL-TO-FOUNDATION CONNECTIONS THE 12 8-10 DIAGONAL BOARD SHEATHING FOR WALL-TO-WALL AND 3 3 1'x6' OR 1'x8' 2-8D PER SUPPORT FOR NUMBER OF NAILS SMALL BE PERMITTED TO BE REDUCED BY I NAIL .y 1'x10' OR WIDER 3-131) PER SUPPORT AT EACH END OF THE STRAP FOR EACH FULL WALL ABOVE. 16 8 3 3 10 3 4 4I070 The Strand CEILING SHEATHING r 24 B 5 5 CORNER HOLD-DOWN Scale: 3/4" = 1'-0° pebble Beach Farms GYPSUM WALLBOARD 5D COOLERS 7 EDGE/ 10 FIELD , East Marion NY 11939 .r WALL SHEATHING '(OD BOX NAILS SHALL BE PERMITTED TO BE SUBSTITUTED FOR 8D COMMON NAILS SEE FOUNDATION PLAN FOR LOCATION S.C.T.M.#I000-30-2-77 8D 6'EDGE/ 12' FIELD 'WHEN CEILING JOISTS ARE INSTALLED PARALLEL TO RAFTERS, THE SUM OF THE TOENAILS IN THE RAFTER ` REVISIONS STRUCTURAL PANELS ^ ANOCEILING JOIST SHALL EQUAL OR EXCEED THE TABULATED NUMBER OF NAILS REQUIRED .4 FIBERBOARD PANELS TABLE 3 -�O 7/16' bD 3' EDGE/ 6' FIELD I r SD 3' EDGE/ 6' FIELD FASTEST MILE TO AVOID SPLITTING, NO MORE THAN 2 TOENAILS SMALL BE INSTALLED IN EACH SIDE OF RAFTER OR O 25/32 WINDSPEED (MPH) THINNG J015T WHEN FASTENED TO A 2x4 TOP PLATE OR 3 TOENAILS IN EACH SIDE WHEN FASTENED TO A 2x6 GYPSUM WALLBOARD 5D COOLERS 7' EDGE/ 10" FIELD O HARDBOARD SD 61EDGE/ 12' FIELD TIO 120 PARTICLEBOARD PANELS 8D 6'EDGE/ 12' FIELD NUMBER OF 8D COMMON > O DIAGONAL BOARD SHEATHING ROOF PITCH ROOF SPAN (FT.) NAILS IN EACH END of , i t r r 2-SD PER SUPPORT i V4'x 20 GAGE STRAP42'4 O 1 xb OR I x80 I'x10' OR WIDER 3-8D PER SUPPORT 12 4 4 }s FLOOR SHEATHING 20 6 6 LAST Two �0 BAYS OF 3:12 24 7 8 TABLE 3.7 FRAMING STRUCTURAL PANELS 28 8 1' OR LESS SD 6" EDGE/ 12' FIELD 32 - - GREATER THAN I" IOD 6' EDGE/ 6" FIELD 36 - ROOF SPAN (FT.) DIAGONAL BOARD SHEATHING I'xb' OR 1'0' 2-131) PER SUPPORTO 12 20 28 36 ENDWALL I'XIO' OR WIDER 3-8D PER SUPPORT 12 3 3 ' NAILING REQUIREMENTS ARE BASED ON NALL SHEATHING NAILED b' ON-CENTER AT THE PANEL EDGE. IF WALL SHEATHING 15 NAILED 3" ON-CENTER AT THE PANEL 16 4 4 RAFTER SLOPE RAFTER SPACING (IN.) PER HER 14 REQUIREDNUMBER JOINT SPLICE NUMBER of IGD COMMON NAILS EDGE TO OBTAIN HIGHER SHEAR CAPACITIES NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR ALTERNATE CONNECTORS, SUCH AS SHEAR 20 5 5 PLATES, SHALL BE USED TO MAINTAIN THE LOAD PATH. 4'12 24 5 6 28 6 7 : O ' WHEN WALL SHEAT14ING IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS SHALL BE PERMITTED TO BE REDUCED TO 1-16D NAIL PER 32 7 8 12 4 6 8 II 12 36 3: 16 4 O 1 8 24 6 181 I6 21 FOOT. A A O 12 3 5 6 8 O r 12 2 3 4:12 16 4 6 8 II I6 3 4 BLOCKING 20 4 4 24 5 q 12 16 O 5:12 24 4 5 28 5 6 SEAL 32 5 7 12 3 4 5 7 36 6 7 5:12 16 3 5 7 q 24 4 7 10 13 GIRDER SEE PLANS FOR r * s y, S l`� SIZES 4 TYPE 12 3 3 4 5 a '? 7:12 I6 3 4 5 6 Ib 3 3 LAST TWO A , 20 3 24 3 5 7 q BAYS 6:12 24 4 5 + FRAMING ;1 r MODEL# PBS44 (REF# ACA) 28 4 5 (UPLIFT 1815 LBS), MODEL# 32 5 6 12 3 3 3 4 01:12 PBS66 (REF# AC6) (UPLIFT 1815 36 6 7 I6 3 3 4 5 LBS) SEE PLAN FOR SIZES. 24 3 4 6 7 4X4 ACS POST, 6X6 , ? 12 3 3 3 3 Copyright 2011.STROMSKI architecture, 12 2 2 PYA'S p.c.All rights POST. SEE PLA FOR reserved.The Architect reserves the right to reproduce this SIZES TYPE. I6 3 3 12:12 I6 3 3 3 4 design in its entirety or any portion thereof.Unauthorized 20 3 4 24 3 3 4 6 alteration of these documents is a violation of the New York State Education Law.These drawings and specifications are MODEL# MA44 REF# 7:12 - 12:12 24 4 4 an instrument of service and are the property of the Architect. AA1344), MODEL# PA66E 28 4 5 " NAILING REQUIREMENTS SHALL BE PERMITTED TO BE REDUCED 25% IF NAILS ARE CLINCHED. JOISTS These drawings and specifications are not to be used on any (REF# A66E SEE PLAN 32 5 6 other project,except by written permission of the Architect. FOR SIZES. 36 5 6 HEEL JOINT CONNECTIONS ARE NOT REQUIRED WHEN THE RIDGE IS SUPPORTED BY A LO,ADBEARING WALL, HEADER OR RIDGE BEAM. PROJECT NO. 16-AR007 � II 1 GRADE ' TABULATED CONNECTION REQUIREMENTS ARE BASED ON TOTAL UPLIFT n WHEN INTERMEDIATE SUPPORT OF THE RAFTER 15 PROVIDED BY VERTICAL STRUTS OR PURLINS SCALE As Noted DATE 9/23/I6 Ad MINUS 2!3 OF THE ROOF ASSEMBLY DEAD LOAD (2/3 X 10 PSE). TO) A LOADBEARING WALL, THE TABULATED HEEL JOINT CONNECTION REQUIREMENTS SHALL BE EIRMITTED TO BE REDUCED PROPORTIONALLY TO THE REDUCTION IN SPAN. DRAWN BY WP CHECKED BY RS r ' WHEN THE TABULATED NUMBER OF NAILS REQUIRED IN EACH END OF A4 EQUIVALENT NAILING PATTERNS ARE REQUIRED FOR CEILING JOIST TO CEILING JOIST LAP BLOCKING 4 a a 5/8 DIA. ANCHOR BOLT THE STRAP 15 EQUAL TO I AND THE FRAMING IS ATTACHED IN ACCORDANCE SPLICES. AT 4'-0' 3 TITLE WITH 10 MINIMUM WITH TABLE 3.1, THE RIDGE STRAP AND ADDITIONAL NAILING IS NOT INTERVALS EMBEDDED LENGTH INTO REQUIRED. 16 TABULATED HEEL JOINT CONNECTION REQUIREMENTS ASSUME CEILING JOISTS OR RAFTER TIES ° CONCRETE 3 WHEN A COLLAR TIE IS USED IN LIEU OF A RIDGE STRAP, THE NUMBER ARE LOCATED AT THE BOTTOM OF THE ATTIC SPACE. WHEN CEILING JOISTS OR RAFTER TIES ARE OF IOD COMMON NAILS REQUIRED IN EACH END OF THE COLLAR TIE NEED LOCATED HIGHER IN THE ATTIC SPACE, THE TABULATED HEEL JOINT CONNECTION REQUIREMENTS SECTION A-A �a. NOT EXCEED THE TABULATED NUMBER OF 8D NAILS IN A STEEL STRAP. 5H1ALL BE INCREASED BY THE FOLLOWING FACTORS: Tables, ' TABULATED CONNECTION REQUIREMENTS ARE BASED ON A 12' RIDGE STRAP SPACING, FOR DIFFERENT RIDGE STRAP SPACINGS, MULTIPLY THE CEILING HEIGHT/ ROOF RIDGE HEIGHT HEEL JOINT CONNECTION ADJUSTMENT Schedules and TABULATED VALUES BY THE APPROPRIATE MULTIPLIER BELOW. IF THE FACTORS a NUMBER OF NAILS IN EACH END OF EACH RIDGE STRAP EXCEEDS 8, SPECIAL CONNECTION HARDWARE 15 REQUIRED. 5/6 6.00 TIT I Diagrams ° a 4/5 3/4 4.0 2 CAL FLOOR AND ROOF BRACING Scale: 3/4" = 1'-0" 2/3 3.00 AT END WALLS a 1/2 2.00 RIDGE STRAP SPACING (IN.) 12 16 Iq.2 24 ]4.00 72 3 x.33 SHEET 1/5 1.25 MULTIPLIER 1.00 1.33 1.60 2.00 6.00 1/6 1.20 3 TYP 1 CAL POST SECTION Sale: 3/4" = 1'-0" 1 /10AVINT - 2 x FRAMING AND CONNECTOR DETAIL