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HomeMy WebLinkAbout40414-Z OF all . �o�}l C'pG Town of Southold 11/30/2016 y� P.O.Box 1179 a GA f 53095 Main Rd _ Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 38681 Date: 11/30/2016 THIS CERTIFIES that the building ALTERATION Location of Property: 1360 Broadwaters Rd., Cutchogue SCTM#: 473889 See/Block/Lot: 104.-9-5 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 1/12/2016 pursuant to which Building Permit No. 40414 dated 1/20/2016 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: ADDITION AND ALTERATIONS INCLUDING REAR DECK TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR The certificate is issued to Schwartz,Mark of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 40414 11-15-2016 PLUMBERS CERTIFICATION DATED 11-16-2016 Mesto Plumbing A t orized Signature �guffoc,��, TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE o . 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#: 40414 Date: 1/20/2016 Permission is hereby granted to: Thompson, Michael 1105 Park Ave Apt 6A New York, NY 10128 To: make interior alterations to an exitsing single family dwelling as applied for. At premises located at: 1360 Broadwaters Rd., Cutchogue SCTM # 473889 Sec/Block/Lot# 104.-9-5 Pursuant to application dated 1/12/2016 and approved by the Building Inspector. To expire on 7/21/2017. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $526.40 CO -ALTERATION TO DWELLING $50.00 Tota : $576.40 Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept.,6f44ter 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 / Date. © 1 b New Construction: / przOld or Pre-existing Building: (check one) Location of Property: 3 G 6 L 1 z QAQ w _ 12 sr 12 1) Cu rG r�c Co U House No. ' Street Hamlet Owner or Owners of Property: C c�A&L `, 00 J� Suffolk County Tax Map No 1000, Section 4� Block q Lot Subdivision I l ( Filed Map. Lot: Permit No. 1 "` Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) ,00 Fee Submitted: $ IV Applic t Yn ature SOUry®l - 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 ® iQ roger.riche rt(a)-town.southoId.ny.us Southold,NY 11971-0959 l�COUNTY,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Schwartz Address: 1360 Broadwaters Road City: Cutchogue St: New York Zip: 11935 Building Permit#: 40414 Section: 104 Block: 9 Lot: 5 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Yannucci Electrical License No: 50592-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor Hot Tub Addition Survey Attic X Garage INVENTORY Service 1 ph 200A Heat OIL Duplec Recpt 73 Ceiling Fixtures HID Fixtures Service 3 ph Hot Water ELEC GFCI Recpt 8 Wall Fixtures Smoke Detectors 8 Main Panel 200A A/C Condenser 1 Single Recpt Recessed Fixtures CO Detectors 3 Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances DW Dryer Recpt 30A Emergency Fixtures Time Clocks Disconnect 20 AA Switches 58 Twist Lock Exit Fixtures TVSS Other Equipment: 200A Underground Service, 90-Lighting Fixtures, 1- 60A Cooktop, 1- 30 Wall Oven, 4- Low Voltage Under Cabinet Lights, 10- ARC Fault Circuit Breakers, 4- Exhaust Fans. Notes: Inspector Signature: Date: November 15, 2016 0-Cert Electrical Compliance FormAs "s Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G,: '.,. Southold,NY 11971-0959 � - `- x BUILDING DEPARTMENT x TOWN OF SOTJTHOLA I D t NOV 17 2016 BUDDING DEPT. C E R T I F;I C A-T-I O.N TOWN OF SOUTHOLD Date:' Build_ing:Permit No. 4-14--,� Owner: (plea'se prin,�t),� I- L` - ,-Plumber: . .2 51Q _.1_IU�vUl 1 1�• _ �LC_ (Please print) 1 I certify that the solder used in the water supply system contains less than 2/10 of 1616 lead. (Plu •- -afore)' Sworn_ -to before me this day of wem l6tr- -' 20A� Notary Public, $'411(_ "County ALYSESUSS M1 ` Notary Public,State of New York Registration#01SU6241892 Qualified In Suffolk County i Commission Expires flay 31, vl% t rsf 3 0 coum, TOWN, OFSOUTHOLD BUILDING DEPT. , 765-1802 . INSPECTION ' ] FOUNDATION I ST ROUGH PLUMBING FOUNDATION 2ND INSULATION FRAMING / STRAPPING FINAL FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTMT PENETRATION \X1 ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ I CODE VIOLATION CAULKING REMARKS: DATE - INSPECTOR 6 O �pF so coulm,Nc`� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH 1-13. [ ] FOUNDATION 2ND [ ] IN ATI [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: dV,) 1(g ave'. V S IS vi 1�-Nd r i las P�.✓ Qui®r ori ShJ ,e -re-- f wokDow—&- A& tjw LWW5 'oow s c� if) Ga Viw x0of DATE INSPECTOR SOUryolo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [/ROH PLEIG. FOUNDATION 2ND [ ATION FRAMING / STRAPPING [ [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: �2°' S6�ws. OIC mV, C w u i DATE INSPECTOR u _- N o o a TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] JMSULATION [ ] FRAMING / STRAPPING [%/(FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] EL RICAL (FINAL) REMARKS: � � ®� DATE / INSPECTOR SOUlyolo \ H TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT-CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ] ELECTRICAL (FINAL) REMARKS: DATE 1 f �� INSPECTOR Ell I Eurl" MARK SCHWARTZ&ASSOCIATES 28495 Nfain Road•PO Box 933•Cutchogue, NY 11935 631.734.4185 1 www.mksarchitect.com September 26,2016 P D Southold Town Building Department P.O. Box 1179 Main Road FP 2 8 2016, Southold,New York 11971 Re: Praus&Schwartz House 1360 Broadwaters Road Cutchogue,NY Permit#40414 To Whom This May Concern: I have been on site during construction and reviewed the project progress including the construction of the foundation,framing&strapping,rough plumbing with pressure test and the insulation installation. I hereby certify,to the best of my knowledge,this work has been completed as per plans and meets or exceeds Southold Town and NYS code requirements. Please call this office if you have any questions or require additional information. Very truly yours, Lac .,. MENEM ' Y �+L LVE• ' Mark Schwartz _tee AIA ivleinbcr Arnep scan In-.tztu to of Ai chitectm e -IRIIT 'I?MARK SCHWARTZ &ASSOCIATES 28495' lain Road•PO Box 933•Cutchoguc, NY 11935 631.734.4185 1 www.mksarchitcct.com November 07,2016 . o G�C�CDMC� DD Southold Town Building Department OCT 1 2 2016 P.O.Box 1179 Main Road Southold,New York 11971 BUILDING DEPT. Re: Praus&Schwartz House TOWN OF SOVTHOLD 1360 Broadwaters Road Cutchogue,NY Permit#40414 To Whom This May Concern: Z have been on site during construction and reviewed the project progress including the construction of the foundation,damproofing,framing&strapping, 'rough plumbing with pressure test,fire caulking and the insulation installation. 1 hereby certify,to the best of my knowledge,this work has been completed as per plans and meets or exceeds Southold Town and NYS code requirements. Please call this office if you have any questions or require additional information. Very truly yours, �q. oo Mark Schwartz AIA Member American ln,.trtute of A.clutecture i _ - ..:�:..��/�- GSL >/� • ROUGH SI - PLMOING �. a STATE BNEROY r � r • ! milt i��► . , �11�I •,14..x.� -�.._�►� ' � -:.� .`' � � �� '►' � � ��i,1 `Y !\ •� /_. CATIMA 171 • �. r 'AT A r�� .• , � I r " :LW� , i m Pill��ill 111117 /ill/�' � � L L'�%>>..;..=_ � ` �• �L� t � A 1111 WWI( AS r TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 `. 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees i C.O.Application Flood Permit Examined ,20 I Single&Separate �1 JAN 12 2016 � I Storm-Water Assessment Form Contact: Approved ,20 ;'�, �'' ' Mail to:� Disapproved a/c Phone: I(� Expiration ,20 spector APPLICATION FOR ILDING PERMIT © � Z , 20 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 coinmenced'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 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) (Mailing address of applicant) State whether applicant is owner, lessee, agt, architect, a ineer, general contractor, electrician, plumber or builder 'Name of owner of premises IOW AVD, (lj I ,4A 4oT S �� (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Locat' n of land o which proposed work will be done: I (� OKIo C�r �� a� � House Number Street Hamlet County Tax Map No. 1000 Section Block,-,,-,-'.'-' Lot ®,~ Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy S/Al Cc.P-- F�/�, d2 r b. Intended use and occupancy `P41i / 3. Nature of work(check which applicable):New Building Addition Alt�eration,f Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. I'f business, commercial or mixed occupancy, specify nature and extent of each type of use. 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 Rear Depth Height Number of Stories sr"r'- ,SV le v -/ 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated r !� 0 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO_Z 13. Will lot be re-graded? YES NO Will excess fill be removed from premises? YES-X—NO 14. Names of Owner of premises S6IJ Address Phone No. Name of ArchitectSGU/A 1e-i-z— Address Phone No Name of Contractor Address Phone No. (o /Z 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS. COUNTY OF ��i��✓�'y1 be g duly sworn, deposes`and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the (Contractor,Agent, Corp ate Office?, 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 to before me this day of Tan LA ON 20A&=) / DVA-MA 10 Y L. DWYER Notary Plolic NOTARY PUBLIC,STATE OF NEW YORK Signature o plicant NO.01 DW6306900 QUALIFIED IN SUFFOLK COUNTY _ COMMISSION EXPIRES JUNE 30,203- �,••� Scott A. Russell ,� ° �� STO]KIAWA\T]E K SUPERVISOR IOWA NA\G]EAMUENT SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of So u th o l d CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: Yes No (CHECK ALL THAT APPLY) ❑IgA. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑ B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑[ C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑4D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑ E. Site preparation within the one-hundred-year floodplain as depicted - - — on-FIRM-Map-of-any-watercourse.---- - -- -- -- --- ❑gd F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. #: 1000 Date: Dinti ju / NAME. i� G W 7. 1 ®+ _�M mi Section Block Lot ?lure) FOR BUILDING DEPARTMENT USE 0NLY •"` Contact Information ✓ `L� O / l deplion.Nmnhcn Reviewed By: "-Jv _0_UVLX1 J' Property Address/ Location of Construction Work: ` — — — — — — — Date. /Z- - — — — — — — — — ElApproved for proce5bing Building Permit Stormwater Management Control Plan Not Required ❑ Stormwater Management Control Plan is Required (Forward to Engineering Department for Review) FORM * SMCP-TOS MAY 2014 SUFFotk�� . Town Hall Annex +� Telephone(631x1802 54375 Main Roado -Fax(631)734-9502 P.O. Box 1179 tm Southold, M'11971-0959 t BUILDING DI IPMT'HENT NOTICE OF. UTILIZATION.0152-ROSS TYPE COHISTRUCTION, PRE-ENGINEERED WOOD'CCINSTRUCTION ANWOR TIMBER CONSTRUCTION Date: Owner:- Location wner:Location of Property: 1 #; m t ll JA �f J— C Please take notice that the (chedk a�p Ccable line): :• ., New residentialstructure r w Addison to existing residential structure Y Rehabilitation to an;existing-residential structure to be constructed or performed at the tubjectt:1per y eference above will utilize (check applicable line): Truss type construction'ITTC}. Pre-engineered weQd onstniction(PW), i Timber construction-(f 6' TT ` , in the following location(s) (check applicable line): " Floor framing, indudirig girders,and.beams(F) . / Roof framing(R)' _ Floor and roof framing (FR) R Signature: ' Name (person submitting thisor J: P-K s c Nyj 14 ra TZ Capacity(check applicable line): Owner Owner representative TwssResReg15.docx Effective 1/1/2015 7f1 SOUjyolo Town Hall Annex 11 J [ Telephone(631)765-1802 54375 Main Road v, m�ax{631)765-g5�2� P.O.Box 1179 Gti Q roger.richert(a�town.souto .ny.us Southold,NSC 11971-0959 'Q UfJT`{,� . BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: VV I-V n 14Eel C_C_ Date: Company Name: ��n u c<< �-���,( 5 Name: JkAC_ C-1 LC2� License No.: I,E Address: 1?A_ O ( ( Phone No.: — -- 2 JOBSITE INFORMATION: (Indicates required information) *Name: *Address: �,(5 t,,)G,, ,zr ca L �-C 3 *Cross Street: W cA h��5 (`d *Phone No.: (a 13 r'L LL Permit No.: (,(ol.! Tax-Map District: - 1000 Section:• Block: Lot: *BRIEF DESCRIPTI0ON OF WORK(Please Print Clearly) y, / r, (Please Circle All That Apply) *Is job ready for inspection: YE O Rough in Fina! *Do-you need a Temp Certificate: ES NO - Temp Information (if-needed) 'Service Size: Phase 3Phas 0 150 300 0 400 Other 'New Service: Re-connect Underground tuber of Meters Change of Service ' Overhead 4dditional Information: PAYMENT DUE WITH APPLICATION ,82-R equet f orm ! �( `�.._ 1360 Broadwaters Rd. - ' Goo le Earth ©2016 Google � 1 � �., i • A � ged) I L 207. A 12017,J3 (C' R Q T R . SL ANS , LONG N• 44'53.10• i 0 0 m 0 to U w � o w 11 0 0 m ` m m D a m . r non r D ? f^' 526--3- (Deed) �_. 527•_1 -' 47•1950" W. • w w? S. Ut tJf W mom" In p R t^ Q I • z z ll rn W E E S D � Eno rt n,1'11'B', ' MM TuNim Your,(Br others) ^ Bx12K0Es8•elt` 11. z 0 10000 mm[32'• 41BIANCIRCLE w�. N V 9P QO pEVELQPi1NENT RIGHTS_ __ _ , AREA = 46.2269ACres 4 �R C v o �' tdwscw � ul AOL ew oac l rLb t0 n { T gg i n SOodA -I ,^VJ t N 3 i— n SO �oS C tL 16Q80 a1 a -h ' R• CC`.. Fall Zone ��, N 100 feet radius AAj o n 10x25 ACCE55038P x 36,25*SW SASE 2.25*bkk Residential Zone Co cr � .x 34 .00' � Ir: � •; 8 8.1t.2.25 . 12.00"EWt Proi-ff- �� y I '( 72.25:..,1 Cw. 300 feet radius 15 6 s uare • w ' I 6S 0-E ST �+ A°` SURVEY FOR ! AREA = cre s OSPREY DOMINION VINE YA RD, L TD. A T PECONIC ! e•' TOWN OF SOU THOL D � SUFFOLK COUNTY, � Y. P ~ ; ' t 1� � 1 0 1000 - 75 - 01 - 20 - o :n Scale: 1" = 100' I� _ � :_� ► �. X10 • A Jan. 31 1996 - - — •_�-- . 0 251.26 Nov. 19,1h96 (DEVELOPMENT RIGHTS) a � s 44.50'1°� W (251.05) �-.� o S Apri! /6,/997 (Additions) G �, � - � J C• & :i prii ,- 199? (A dd•°t:o^s' - �' =" �y N;OIF SER r - AH4. 3, 200/ (re vlslonsi 1 March 26, 200.: isfahe t•/,jy. �^ `° r� MAY l T, 2002 (mor. avuvc,ts� i � r i.,� ,-,, , ''�•` co Q NO V. 6, 2002 I STEEL BLDG. FRVAL) '— — bias co IANC/ARY ._OJ: lad• ."vr, ��� "'�- �- v'p 1' QWD9"pc,csF 14 I 1..1 Grade DEia. { Zgq•a2' �D�^d 354.46 Two(2)#4 ties i 1 1 60.06 within top 5"0 f 1 1 �. w, 25) concrete n� S 44.50110 R�e• t------I I 1 I 1 I 1 fR . I W D S. 4299.93'0 1 1O ' IN I I AI --- i I 15•_6„ of NEW AREA = 50.8286 Acres ANY ALTERATION OR ADDITION TO THS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCA,ION LAW j/ b EXCEPT AS PER SECTION 7209-SUBDIOSION 2. ALL C£.RTIFICA'TIONS �� 4961& HEREON A.RE VALID FOR THIS MAP AN- COPIES THEREOF ONL Y IrLLAAMNO SAID MAID OR COPIES BEAR THE AW"RESSED SEAL OF Tim SURVEYOR / pECONIC SURVt YOR .L. WHOSE SIGMA TUBE APPEARS HEREON. CONTOUR LINES TAKEN FROM THE FIVE EASTERN (631:' 765 - 5020 FAX (631) 765 - 1797 TOWNS TOPOGRAPM MAPS MUST BE USE TO COMPLY WITH SAID LAW TSE TERM C TER£D BY' P. O• BOX 909 MUST B� USED BY ANY AND ALL SUR.EYORS UTIL2ING A �COPY OF ANOTHER SURVEYOR'S MAP, TERMS SUCH AS KEPECTED' AND 1230 TRAVELER STREET 'BROUGHT-TO-DATE' ARE NOT M COMPLIANCE WITH T hC LAW. SOUTHOLD, N.Y. 11971 REVISIONS; rir REMOVE EX.DOOR CLOSE OFF OPNG. CLOSE OFF OPNG. 1 IN5TALL NEW BIFOLD WITH BENCH 1 GRANT BI-FOLD 50 HARDWARE yAND TRACK SYSTEM EX. BATH NEW BA ----- ' - 36"x72" FORMER BEDROOM JACUZZI - \ C) TUB 7z IT' EX. BEDROOM No. 3 --- , i I • 1� y t - i • a BEDROOM No. 4 I I EX. BEDROOM No.. 1 ----- REPLACE DOOR TO BEDROOM I I I i\ - -__, REPLACE FLOORING (WOOD) REMOVE EX. W D ) HALF NES'SHEETROCK ON WALLS AND CEILING I C� BRICK STEPS -, a PAINT WALLS&TRIM(LT.BLUE) I BATH NEW HEATING AND AIR ! ®® r1EW L.NDRY. ROOM ° ---------- u �[�" REMOVE EX.DOOR ' ' CLOSE OFF OPNG. EXISTING SKYLIGHT EX. HALL it " RE:PLACE EX.DOORcoo I I EX. KITCHEN Q ._ NEW ARCH OPNG r I 1 -----) EX. DINING ROOM I II a O Z I I EXISTING 1 1:1 a; i I SKYLIGHT CQ Q F� �jQ it II I---------- ' F w II � II 00 e� w II 00 EX. LIVING ROOM0 ®---�--� EX. BATH i EXISTING DECK I { l EX. BEDROOM No. 2 l UO o .__ .._ _- Co, KING STUDS EXIST. 0 �a CLOSET <� z I CRIPPLE STUD 0 ©HEADER U �, m .� v JACK STUDS r` . .., F'. .;1 P I; ,i °, -i(�J�r`'�ll�-C� ti REPLACE/INSTALL NEW ELECTRICAL E i=3 C�' � n.P.f y e7 �.-: ,-�4� R L:C U I IL-1 E_.., .r WIRING AND OUTLETS AND SWITCHES DAT`:"' rr "? � rl r/ C:'�r• •.�'V�l�ro-__.- i:.•i `/.L i'v `µ .•' \_�...- m...- -r 1-'" r,......,.-meg ..,..,a..®,..r.�..,..-..,.• .:,.-...,. ^n'Iv' 11 - ,1. LOC, JSP NUMBER DESCRIPTION APPL!CATI�N FLOOR " ' ' _._,�___, ,a,R. . ..'. :. '..! __. ' D , � ALL OPENINGS LSTA12 1-1/4"x12" 20go. STRIM AP APPLY TO EACH JACK STUD -S � �� � }� L - �r� _ Il�p ��ALL OPENINGS F;T3 OR RT7 TYDOWI'J ANCHCR APPLY TO EACH CF;IPPLE STUD � _ t .';;. ; 6 v;,, r •(,r r�� ;,h1 'C a SCALE: 1/4" 1' ;RED 4. FINAL Cr,; 1 Rl_'c ,!O;'; P•I:�1uT t O r a V nF CC;',`', „ (=Ti FC,^ C.G. -I r. USE IS UNLAWFUL y .. 'd ALL CONS T RUCTION e1.-I:"LL MET 11:w ,r, �, � r4,,T:NT . OF THE CONS O�N, ���ITUOUT CERTIFICATE `.ORI; STATE. Nir"T I 71SPONS121LE FOR OF OCCUPANCY •� -� f� � DESIGN OR CONSTRUCTION CR,`-?QRS. v � ON ►* rllLa a I ' PLUfti3�'ER CERTIFICATIJN N � w � r II j EX.PEDROQM No.q FLL PLUMBING WASTE Y I i I ;,I IIu ► I f I ! ! EX.BROOM dQl CERTIFICATE OF OCCUPANCY EX,SU PORCH r : ATER ORIE COVER1Par SO I LDER USED 1N WATEt? TEST: Bt. I I, frIJ STAIN__66TE�L / I ( / ( ! ( I� !� / / ! ( I . N."-'O _, _ 1t ... SUPPLY SYSTEP„/1 Cly,.. 4,I! CRGA,rATM 1 1 'r t /r r / \ ... �� (I I 1 vr000 6 12"s C. r l 1 j• ) ' r I � ..... 1 I 1 ;� ;I WASHERS @:1^ %J f I 1 I �I , I , 11 Ex� 0 via o. r, BEAD. I I I I III f f': � II ,z.. i� I! ;� I I ` I I � �1 ti..r �,-. � _�.�. Wit.� :, V I I I 11 EX,KITCHEN V I 1 . y .. o .. te•e. -. '.� • -- o ........... _.. 3/I AOA PLVWOCEX DINING ROOMr^ 1 I c/' ARar]51'EA7+.!>!G ti l f I� t' I If I EPNATNId TRUSS PLACARDING REQUIRED PA9'PLva;YJOD V2A`EP'.f RATED GkA APA RATED`H'0.THEM16 ! I� 1 1 I (( ALTMATNNE]16"0 5 IS i ` t 1 1 I ! I I J •:a OR GALVANQED STAIIILE55N12 u". rI r woeosRF,+•s W/ ! �, ® sTuos EXISTI jcj.LLYli3S'LWQM 0 I ��� 't /� , /) " 1 C.� BATH W?»Cctk SILL ! �',, 1 EX..BATH TYPICAL PICAL WINDOW OPENING (LESS THAN 4`0)(6`0-OPENING) I ( e10STA:NLESSsL f oa su,AN:zEDE W 1 scRE my L S15TIN lla 1 'I ASHERS�`13`U.0 � �/ r•1 G 7 TYPICAL DOOR OPENING •,LLTIPLEPLnvwDASSEMBUES EX.BEi)ROO 1 g Z (LESS THAN 4'-0X8'-0"OPENING', z-W DFzz n uos cevvecEo TCGETHIR WITF 5TARILE55$ TEFL 0R GAM`N•I3ED EJL-S WI WA"ERS .. AI:.NUTS o TYPICAL MULTIPLE OPENINGS CLOS Y' (MORE THAN 4'-0X6'-0"OPENING) ^Z ; WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL --- - "" p'�` I ^ .r,tit A `�r+ �' AS PER TABLE 1609,1.4,N,Y.S.RES.CODE:ALTERNATIVE FOR OPEENING FROTEt;TION(IF NOT USING IMPACT GLAZING) �� ,1�„ � �'b:_, ��� �• a WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" (9 "h��•, �! „R4l1 AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO Epr k,�� T k DRAWN: MH MS COVER GLAZED OPENI ICS WITH ATTACHMENT HARDWARE PROVIDED.(REFER TO SECTION 1609.1.4,1609.6.5 AND TABLE 1609.1.4 OF N.Y.S.RESIDENTIAL CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE ALL OPENINGS MUST HAVE DESIGN-PR.ESSURE'.UPGRADES WHERE APPLICABI-E. AIL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FCR WHAT OPENING IT IS TO COVER. SCALE: 114"=1'-0" 4. HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. �` -.:' .,L7 y: JOB#' 0-1— PROJECT NORTH EXISTING FLOOR PLAN �� °� R��� Januail zols SCALE: 1/8"= 1' �.��. � � k` SHEETNIJ11BER: REVISIONS: ;;doom ERLNOTES WiND FRAMING NOTES NAILING SCHEDULE NYS CODE: 2010 EDITION PLAN CONTENTS: 1). RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 1-1/4" x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3,4. NOTES NAIL NAIL BUILDING USE RESIDENTIAL DWELLING When a collar tie is used in leu of a ridge strap, the number of 10d common nails required JOINT DESCRIPTION QTY SPACING CONSTRUCTION 11 OTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL: 3-8d COMMON EACH BUILDING HEIGHT (SEE PIANS) 1�! TOP PLATE 10'WALL: 4-8d COMMON RAFTER TOE-NAIL 1). The information within this set of construction documents is related to basic design 2). RAFTER-TO-WALL ASSEMBLY: TOTAL SQ. FT, OF CONSTRUCTION (SEE PLANS) intent and framing details. They are intended as a construction aid , not a substitute Lateral framing and shear wall connections for rafter, ceiling or truss to top plate shall be in CEILING JOIST 8'WALIL: 3-8d COMMON EACHTOE-NAIL for generally accepted good building practice and compliance with current New York accordance to table 3.3.When a rafter or truss do not fall in line with studs below, rafters TO TOP PLATE 10'WALL: 4-8d COMMON JOIST State building codes. The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall flop plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN CRITERIA PRESCRIPTIVE AS PER RESIDENTIAL CONSTRUCTION CODE AND WIN construction details and procedures to ensure a professionally finished, structurally the to the wall stud with uplift connections. Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM - SBC LAP NAIL CURRENT SBC HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS CROSS SECTION AND GENERAL NOTES OVER PARTITION WFCM - SBC LAP NAIL EXT. BALCONIES 60 2). The General Contractor is responsible for ensuring that all work and construction 3), WALL-TO-WALL ASSEMBLY: COLLAR TIE AS PER TABLE 3.4 EACH FACE DECKS 40 meets current federal, state, county and local codes, ordinances and regulations, etc. Wall studs above and studs below a floor level shall be attached with uplift connections in TO RAFTER WFCM - SBC END NAIL These codes are to be considered as part of the specifications for this building and accordance with table 3.3b. When wall studs above do not fall in line with studs below, the ATTICS w/o STORAGE 10 should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2 - 8d COMMON EACH TOE ATTICS w/ STORAGE 20 accordance with table 3.3. TO RAFTER END NAIL DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 20 3). Dimensions shall take precedent over scaled drawings. RiM BOARD EACH END (LIVE LOADS PSF) (DO NOT SCALE DRAWINGS). 4). WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2 - �6d COMMON END NAIL ROOMS (OTHER THAN SLEEPING) 40 First wall studs shall be connected to the foundation, sill plate, or bottom plate with uplift ROOMS (SLEEPING) 30 4). The designer has not been engaged for construction supervision and assumes no connectors. Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: STAIRS 40 responsibility for construction coordinating with these plans, nor responsibility for foundation and slab-on-grade, 15 inches in masonry block foundations, or lapped under construction means, methods, techniques, sequences, or procedures, or for safety the plate and nailed in accordance with table 3.3b. When steel straps are lapped under the JOINT DESCRIPTION NAIL NAIL NOTES GAURDRAILS ANY DIRECTION 200 QTY. SPACING (DESIGNED FOR CAT.C) precautions and programs in connection with the work. There are no warranties for a bottom plate, 3 inch square washes shall be used with the anchor bolts. Anchor bolt EXPOSURE CATAGORY F� con specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a. In addition to spacing, TOP PLATE TO 2 - 16d COMMON PER FACE NAIL W TOP PLATE FOOT SEE NOTE: 1 LOAD PATH SEE CONSTRUCTION ANDWiND PATH CONNECTION anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all ® p FOUNDATION DETAIL PAGE & GENERAL NOTE PAGE 2 5). Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT 4- 16d COMMONJOINTS FACE ROOF - I� INTERSECTIONS EA. SIDE NAiL NAILING SCHEDULE SEE GENERAL NOTE PAGE 6). The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5). TYPE 1 EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE0 or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior 2 - 16d COMMON' EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE LJ attached with 8d common nails at 6" o.c. at theanel edges and 12" o.c. in the field, and STUD O.C. NAit Sym.: p g FIRE PROTECTION 7). The General Contractor is to consult with the owner for all built-in items 112 inch sum wallboard on the interior attached with 5d cooler nails at 7" o.c. at panel HEADER TO 16" O.C. FACE SEE FLOOR PLANS gypsum P 16d COMMON SMOKE & CO2 DETECTORS �--+ such as bookcases, shelving, pantry, closets, trims, etc. edges and 10" o.c. in the field shall be in accordance with the length requirements specified HEADER ALONG EDGES NAIL in table 3.15a-b. TOP OR BOTTOM 2 - 16d COMMON PER 2x4 STUD END TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION p 8). Wind load requirements shall be taken into account during construction. PLATE TO STUD 13 - 16d COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS RESCHECK U h 6). TYPE II EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: FOUNDATION NOTES: Type II exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate FLOOR JOIST, BAND JOIST, 2 - 16clCOMMON PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA FOOT SEE NOTE- 1,2 1). The General Contractor and Masan to review plans, elevations, details and notes to length adjustment factors in table 3.16. END JOIST OR BLOCKING GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD determine intended heights of finished floor(s) above typical grade. 7). INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when NAILNAIL QTYLOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED 2), All footings to rest on undisturbed (virgin) soil, interior shearwalls are used. Sheathing and connections shall be in accordance with JOINT DESCRIPTION TY NOTES Q , SPACING MODERATE SLIGHT TO 3). Provide 1/2" expansion joint material between concrete slabs and abutting JOIST TO: 4 - 8d COMMON PER TOE 2.4.4.2 and 2.2.4 respectively. 20 LBS. 120 B SEVERE 3 FT. TO HEAVY MODERATE 11 NONE - concrete or masonry walls occuring in exterior or unheated interior areas. 8). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL, TOP PLATE OR GIRDER JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE 4). Any new concrete walls being attached to existing concrete structure shall 2 - 8d COMMON with table 3.5. Window sill plates shall be have steel connectors in accordance with table TO JOIST END NAiL SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES be installed with #5 re bar, 18" long at 12" o.c.. Use approved epoxy for installation. 3.5. BLOCKING EACH TOE AT PANEL EDGES SUPPORTS 1N THE PANEL FIELD 5). Unless otherwise noted, all slabs on grade to be 2500 p.s.i.. Concrete to be TO JOIST 2 - 8d COMMON END NAIL 4' PERIMETER EDGE ZONE 8d COMMON @ 6"O.0 8d COMMON @ 6" O.C. SEE NOTES: 1,3 CATHEDRAL CEILING ASSEMBLY:. poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs 9). SEE NOTES: 1 BOTH FIELDS � O to be minimum 3-1/2 inch thick. All fill to be compacted to 95% relative density with Where a ridge is to be used as a structural beam, the rafters shall either be notched and BLOCKING TO: EACH TOE INTERIOR ZONE 8d COMMON 6" O.0 8d COMMON 12" O.C. { j 3 - 16d COMMON @ @ NOTE: 2 FOR PANEL FIELD � � 6 maximum lifts (layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL cf) along the open ceiling part of the building. Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4" O.0 8d COMMON @ 4" O.C. SEE NOTES: 1,3 w 6j. Crawl spaces to be provided with a minimum 18"x24" access opening. Install one attached with the above requirements. TO BEAM 3 - 16d COMMON JOIST NAiL � 8x16 cast iron foundation vent for every 150 sq. ft. of area. NOTES DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3 - 8d COMMON PER TOE 7). Dampproof exterior of foundation with bituminous coating as required by current TO BEAM JOIST NAiL C) N.Y.S. Residential Construction Code. A 6-milpolyethylene film shall be applied ober 1). Unless otherwise noted, all framing material to be #1 ACQ pressure treated lumber. THESE NOTES ARE ONLY TO BE REFERRED TO iF MENTIONED IN SCHEDULE NOTES ONLY, < C7 1 pp g BAND JOiST PER END a C) the below grade portion of exterior walls prior to backfilling. All fasteners, hangers and anchors fio be galvinized or stainless steel. TO JOIST 3 - 16d COMMONJOiST NAIL 1). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet an each side of the roof peak, BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. 8). Drainage as required by current N.Y.S. Residential Construction Code. 2). Girders for deck joists to be bolted to each post with washers and nuts. 2 - 16d COMMON Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE: l U FRAMING NOTES g R S EATH HING:: 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. into concrete with a minimum 1/2 dia x 7 Ion anchor bolt with washers and nuts. For framing members with <0,42<G<0.49, the nail spacing shall be reduced to 6 inches o.c. 1). All framing techniques and methods as prescriptive design of current SBC High Wind 3). Posts supporting girders shall be anchored to a 12"x12"x12" thick concrete footing. JOINT DESCRIPTION NAIL NAIL g Use a minimum 1/2 dia x $ long anchor bolt with washers and nuts. Footings Shall be 3 ft. QTY. SPACING Edition Wood Framing Construction Manual. ++ ++ 3). Tabulated 4 inch o.c, nail spacing assumes sheathing to rafter/truss framing members with G>0.49. For below grade. Porches with covered roofs shall have 12" dia. concrete piers for the girders, STRUCTURAL PANEL gd AS PER TABLE 3.8 framing members with 0.42<G<0.49, the nail spacing shall be reduced to 3 inches o.c. 2). Unless otherwise noted, all framing and structural wood material to be #2 + BTR. WFCM - SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: Douglas Fir. 4). Deck joists to have blocking at 8'0 o.c.. CEILING SHEAT I N G: NAiL SPACING NAIL SPACING AT INTERMEDIATE SHEATHING LOCATION NOTES AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 3). Floors, walls, ceilings and rafters to be spaced at 16 inches o.c. unless noted 5). A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL N JOINT DESCRIPTION co otherwise. ( BOTH � u o Ledger to be fastened to building with 1/2 dia. bolts with washers and nuts QTY. SPACINGSEE NOTES: 1, 3 FIELDS) co 4' EDGE ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 12" O.C. o, where needed. NOTE: 2 FOR PANEL FIELD GYPSUM 7 O.C. EDGE o ,n � 4). Unless otherwise noted , all bearing wall headers to be (2) 2x10 #2 + BTR. Doug. Fir. WALLBOARD 5d COOLERS 10" O.C . FIELD INTERIOR ZONE 8d COMMON @ 6" O.0 8d COMMON @ 12" O.C. SEE NOTE: 3 C;., Bearing wall headers to have (2) jack studs and (2) full length studs on each side of all 6). Concrete piers shall be a minimum 6" above grade. � 'E y openings. LVL headers to have (3) jack studs and (2) full length studs on each side of WALL S H EATH I NG: O w o openings. Bearing wall window sills shall also have (2) window sill plates for 2x4 wall NOTES 7). All joists to be supported with hangers and anchors. Each Joist shall also be anchored v) E o openings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and 8'9. Provide fire JOINT DESCRIPTION NAIJ NAIL M to girder(s). THESE NOTES ARE ONLY TO BE REFERRED TO iF MENTIONED IN SCHEDULE NOTES ONLY. `t U and blocking where applicable. QTIV. SPACING o 4 , 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL 8d COMMONAS PER TABLE 3.9 1). For wall sheathing within 4 feet of the corners, the 4 foot edge zone attachment requirements shall 5). All flush beams/headers to be installed with heavy duty galvinized hangers and PANELS WFCM - SBC V PLUMBING NOTES be used. , anchors where applicable to all connecting joists. „ 7/16 OSB 3 O.C. EDGE 6d COMMO 6). Double up floor joists under walls that run parallel to the floor joist and under bathtub!. 1). All water supply, drainage and venting to be installed as per N.Y.S. Residential PLYWOOD 6" O.C. FIELD 2). Tabulated 12 inch o.c, nail spacing assumes sheathing attached to stud framing members with N a w s Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 7" O.C. EDGE G>0.49. For framing members with 0,42<G<, the nail spacings shall be reduced to 6 inches o.c. WALLBOARD 5d COCX.ERS 10 O.0 , FIELD on plans. 3). For exterior panel siding, galvinized box nails shall be permitted to be substituted for common nails. 7). Provide 2 - 1-3/4" thick microlams ( height to match floor joists) around stairwell and/o 2}• Verify septic system with the Engineer for Suffolk County Health Department approval. FLOOR SHEATHING: ) p g g other access openings unless otherwise noted (typical). 3). if wall studs, plates or joists are cut out during installation for any plumbing related work, NMI- NAIL r� provide adequate bracing and plates to protect and secure the structure. Verify with the JOINT DESCRIPTION 1).PROVIDE 51V TYPE-X SHEETROCK FiRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. 8). Dormers running up roof rafters are to be supported by double rafters on either side p q g p p Y QrY, SPACING 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRlPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. d state code and manufactures recommendation for maximum hole size and spacing permitted. where applicable unless otherwise noted. ` r ^ STRUCTURAL PANELS 8d CCMMO 6" O.C. EDGE 3).INSTALL 1 .Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. U V OR LESS 12O.C. FIELD E NOTES " O HVAC S1/t'-1° 9), Provide blocking/bridging in floor joists at 8'0 o.c., Use solid blocking in floor joists S P4_ NOTES as required by current NYS Residential Code-FiREBLOCKING REQUIRED CA `n under all bearing walls. 1). Mechanical subcontractor is responsible for adhearing to all applicable codes and safety O : Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) requirements. NOTE: and to form an effective fire barrier between stories,and between a top story and the roof space. ° 10). Provide insulation baffles at eave vents between rafters. Install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO IF CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY Fireblocking shall be provided in wood-frame construction in the following locations. N needed. EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. 2). HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor equipment supplier. levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 11). Unless otherwise noted, all roofs and walls to have a minimum 1/2" thick, 4-ply Fir 1). Nailing requirements are based on wall sheathing feet. Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed CDX exterior sheathing grade plywood. Plywood to cover over plates and headers. SOIL COMPACTION: using parallel rows of studs or staggered studs. 3). HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6++ on-center at the panel edge. If wall sheathing � Contractor and owner for final review and approval. Is nailed 3" on-center at the panel edge to obtain higher 1).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, 12). Unless otherwise noted use 3/4" thick T&G PTS Fir or Advantech plywood subfloor TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FiLL. drop ceilings and cove ceilings. ELECTRICAL NOTES: shear capacities, nailing requirements for structural REMOVE AND ADD ADDITIONAL FILL AS NEEDED. p g p p adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed members shall be doubled, or alternate connectors, 3).In concealed spaces between stair stringers at the to and bottom of the run. Enclosed spaces over subfloor as per manufacture's instructions. such as shear plates, shall be used to maintain load path. 2)•COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR under stairs shall comply with current N.Y.5,Residential Code. 1). All electrical to be installed as per N.Y.S. Residential Construction Code. DENSITY(PER ASTM D 698 AND ASTM D 1557). COMPACT THE 13j. All bathroom walls to have 112++ thick moisture-resistant sheetrock. Garage walls and SOIL AT 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. flame and products of combustion. ceilings and over furnace to Ihave 5/8" thick type-x sheetrock. All other parts of building 2). All electrical work shall be approved by a qualified Underwriter. 2). When wall sheathing is contibuous over connected p members,the tabulated number iof nails shall be permitted 3).DO NOT BACKFILL UNTIL!FIRST FLOOR DECK CONSTRUCTION, 5).For the fireblocking of chimneys and fireplaces,as required by current N.Y.S.Residential Code. to have regular 1/2" sheetrock. All walls to be taped and finished. to be reduced tol - 16d nail per foot. INCLUDING SUBFLOOR,IS COMPLETE. 3). Install Smoke detectors and Carbon Monoxide detectors throughout as required by current P A 14). All roof with a pitch less than 4:12 shall be installed with an Ice &Water barrier or N.Y.S. Residential Construction Code. ��tN laQ approved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EPDMcoq¢ torch down type material over. t- DRAWN: MH MS E SCALE: 114"=1'-0" 16). All sill plates and wood in contact with concrete to be pressure treated. Sill plates to iv 3 JOB#: be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. January 08,2016 ,+ �w 3q�.��' a a SHEET NUMBER: REVISIONS: 189-4" l1 1 #5 REBAR + o o ' ' ' ' 12A-OC L�AND �oG �c1 1 1 1 1 1 ---AZ�C, r- -----------------� t�-------- >`7 -'---'---'---'---'- 1 1 1 1 1 1 I ' .�o, va �•�e . .� o. �e �'p a . qv �o. �e ��p e . I Ip r----------------------------------------� I I 1 11 I I III I I 1 d , I III O I i I 1 1 I 1 111 � I I I d l I u I I I 11 , 1 00 11t 1 Z 1 ul 11yy�I O n' O I - I pyl I O u p) I W I ,1 11 z I J iZ I ,11 1 1 � I 1111// I CL y, I 11 1 1 O 411 1 V1 LL I EXISTING CRAWLSPACE STORAGE ; ' ; ; 'SHELF EXISTING CRAWLSPACE , , c DECK ABOVE i ' i j ,___ 8 -11 ` 11 � � a �n N1 Jam- I A 1 1 4 EXISTING � iiia 1 V RIFY LOCATION IN FIELD_ '(UNDER POST ABOVE) bci ; U, BASEMEN • ii+✓- .NEW STEEL LALLY COLUMN til i 1 z Iii/w/24"X24"X12"FTG. I I I D �, i 1 uAAA I I I ,n 1 1 n1 w W d, , 1 I f 0i I 111 I nl I I 1 .441 I I ,1 1 I II I 1 111 Lu !4 ` 11-L --- ----------------------------------------, n O W I , co 0 1 I . . . . , b I I <O I I A • p Q v -, v ♦ p Q v -. V • v 4 1 vi I . . . . e �.•• 1 ' I I I � .Gi .6. . 0 }- J I I l----------J-'- --- - ------------------------- - D I it O z < ' 0 Till 1 1 1 I II SEWAGE 1 I p I ul O p 951111 1 1 PUMP ' /'�� 1 °, I n nn 1 1 1 (�i�) 1 I I 11 r Q 1- I I J 1111 1 1 1 1 1 I 1 Zz z ,f11I2'-0" 4 n I Q�p I , � 1111 1 °s I 1I O3 ' -/-/-- -- -- -- -- -• 11 I I 1111 � I 1 111 ClifffV i �• 1 11 lilt r n I ♦ , 11 — I I lilt —1 • d , 111 ' 1 •---nn---+ I 1 II 1 f 1f1 I + 1111 +a ---------------------------L I III I 1 1111 STEEL COLUMN i p , I + I�1 3X3XIIFTG.w/ FUTURE BATH , I - ' I I (5)#5EBAR + 1111 EACH AY MP.) ° POST 1 lilt I I a •_--nn---' II EXISTING CRAWLSPACE cn UNFINISHED BASEMENT o:�1 I ° O x DECK ABOVE I5,tit ' ' in u i7nu i `� cn UNFINISHED BASEMENT ° O ' I�—\ -ly �ilil � \fill ' KITCHEN/DINING ABOVE I ' 15'-43/4" o� Milli I .•p A O w Posy I 1 STEEL COLUMN CONTRACTOR TO VERIFY FINISHED FLOOR HEIGHTS I Q I III' I q� I #5 REBAR EXISTING CRAWLSPACE x 1X , 1 �, 3X3X1�TG.w/ PRIOR TO CONSTRUCTION AND ADJUST FOUNDATION I ° I kA I DBL.1-3/4X14 ML@16"OC ' 1111 (5)#5EBAR WALL HEIGHT AND FLOOR JOISTS FOR TOP OF TILE I , 12"OC AND c) [-+ LA 1 + ' 1111 EACH AY(TYP.) FLOOR TO BE FLUSH WITH EXISTING FINISHED FLOOR I I �c t (11-7/8 UNDER BAY.NOTCH TO + ' 1111 ,` AT FTG. / ' 1 9.1/2 AT DECK)(SEE SECTION) ' ' LI L ' ' Iin NOTE: 1�1 ' I Int 36X24 ACCESS na 1111 NEW FOUNDATION HEIGHT TO BE ADJUSTED , Lu 1111 IN FIELD FOR FINISHED FLOOR HEIGHTS TO D CRAWL SPACE 1 n Z3BE FLUSH :- i ' 1 J 1111 I b, I .— CC CONTIRACTOR TO VERIFY FINISHED FLOOR HEIGHTS #5 REBAR ` ` VIII ' ' ' ~ �Q I t1 PRIOR TO CONSTRUCTION AND ADJUST FOUNDATION 12"OC AND 1 I WALL HEIGHT AND FLOOR JOISTS FOR TOP OF TILE 0 ` ` .=I I I 1 : 1 1 1 ' , �� I q�', I FLOOR.TO BE FLUSH WITH EXISTING FINISHED FLOOR AT FTG. �� • '-•111 ^'� 1 1 1 1 1 1 °, I SWITC �t . a• �` �� X111 K6 1 1 1 I I 1 1 I 1 ----- --- - ---------- -- --------- - ABC ,� ,`� n 111 C4I "O ' ' 1 1 1 1 1 I 1 ,• I- iv v 4 v v v 4 v v • V 4 v •p• `, 1111 1 1 1 1 1 1 1 I •D - a a b _____ -�" ---- ------+---------- ------------+--------------- ® ++ v---------------------- ----. , v4 �� � ` i - _ 1 , 10"dia.CONC.PIER m1yr - ------ - - - - - r- - - - r- - - --r ------- 10 1 1 cl v • .v •, .v - - ' I LEDGER BOARD TO BE FASTENDED m car) v i • a n - a c. -, v 4♦G v a •� v •° •- D O i 1 w/(2)VERT.REBAR h �+ •" ------ -- ---- '-' 1 24"X24"X12"FTG. X u ---- _ TO BUILDING WITH TIMBERLOKO �. %• �` �` %� -------------2-C-X13t ---------------------------AW281____----__ AW281------ M ,-- "----',-•3'BELOWGRADE SELF-COUNTERSINKING SCREWS m BY OLYMPIC MANUFACTURING O r `% —�- ' (2 SCREWS @ 32"O.C.) `"' � � � � �� � ♦_ � L21?XB ACQ GIRDER�-_ � p.; �" k, @D � r�+ Of, 7, ♦ ♦ \ \ y .�/ tri IH VI,J \ ♦ I � V -9" 10'-7" 8'-11>, 4'-4" 5'-4" 8' 0" 5'-4" 01V u CONC.PIER`, ,'y �- v 5' v 110 (TYP) •r i C" (n ,Y 00 v 4'-0" 29'-7"10 18'-8" w ) i 52$-3$p 01 *INSTALL R10 RIGID INSULATION ALONG OUTSIDE OF CONCRETE WALLS W E OF NEW CONSTRUCTION THAT INTERSECTS WITH EXTERIOR GRADE. Dj IN 5 PROJECT N0RTH FOUNDATION PLAN. *INSTALL 6mii POLY VAPOR BARRIER PRIOR TO POURING SLAB. U V u v *INSTALL R10 RIGID INSULATION UNDER SLAB A INSIDE DE PERIMETER 4'IN O OCT2 7 2095 V) W SCALE: 1/4" = 1' EA UMDMG DFn N 1).10"THICK POURED CONCRETE FOUNDATION,3000 psi.HEIGHT AT 9'-0" 5).PROVIDE 2X6 ACQ SILL PLATE UNLESS OTHERWISE NOTED.SILL PLATE TO BTOE wN OF SoUlIHOLD a FROM TOP OF SLAB TO BOTTOM OF JOISTS ABOVE(SEE SECTION A-A). INSTALLED OVER COP-R-TEX TERMITE SHIELD RIND FOAM OR FIBERGLASS ADJUST WALL FOR TOP OF FINISHED FLOOR TO MATCH EXISTING. SILL GASKET. EXTERIOR OF FOUNDATIONS TO BE DAMPPROOFED AS PER N.Y.S. 7 RESIDENTIAL CODE WITH A BITUMINOUS COATING. 6).PROVIDE 5/8"DIA.ANCHOR BOLTS AT 3'-0"O.(C.AND W/I 1'-0"OF CORNERS, INTERSECTIONS AND SPLICED JOINTS.ANCHOR BOLTS ARE TO HAVE A j 2).FOUNDATION TO HAVE 24"X12"CONCRETE(2X4)KEYWAY IN FOOTING. MINIMUM 7"IMBEDMENT INTO THE CONCRETE.EACH ANCHOR BOLT TO '• FOOTINGS TO HAVE 3-#5 CONTINUOUS RE-BAR.ALL FOOTINGS TO REST ON BE ATTACHED TO SILL PLATES WITH 3X3 SQUARE WASHER AND NUT. x UNDISTURBED SOIL(MINIMUM 3000#CAPACITY). 7).DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE.PROVIDE 3).BASEMENT SLAB IS TO HAVE RADIANT HEAT.INSTALL PRIOR TO POURING SLAB. BLOCKING AT 8'-0"O.C. (MAX.)AND MIDSPAN. 4).FOUNDATION SLAB TO BE 4"THICK,3000psi CONCRETE ON COMPACTED FILL 8).INSTALL SMOKE AND CO DETECTOR PER CODE. o INSTALL 1/2"EXPANSION JOINT MATERIAL WHERE SLAB MEETS ADJOINING f O{; Al }•y'. , WALLS.COLUMNS MUST ALSO BE BLOCKED OUT AND ISOLATED FROM THE F w p ++y� , gam REST OF THE SLAB.THE BLOCK-OUTS AT COLUMN BASES SHOULD BE SQUARE AND POSITIONED SO THAT THE POINTS OF THE SQUARE MEET THE CONTROL JOINTS.CONTROL JOINTS SHOULD BE NO LESS THAN ONE-FOURTH THE ,, -•_� """;1%-•' G THICKNESS OF THE SLAB IN DEPTH.MAXIMUM JOINT SPACING SHOULD EQUAL SLAB WIDTH.MAXIMUM JOINT SPACING FOR 4-INCH THICK SLAB IS TO BE NO ✓;� , s i MORE THAN 16 FEET. ..13 01= b,! "� DRAWN: MH/MS 1. SCALE: 1/4"=1'-0" - 4 JOB#: October 26,2016 09 1 1 I SHEET NUMBER: A-s REVISIONS: 4'-6" 00 CID I ' I j ry 6145 L TW2842 TW2842 REPLACeMENT WINDOW REPLACEMENT WINDOW REPLACEMENT WINDOW TW2842 (EGRESS) 11 I O KING O FIX DOOR ; I a I i NEW � EX. BATH � DOUBLE N � I I (\) SHELVES N - R;Iqg� WALLPAPER,PAINT p BATH REMOVE M.C.AN[?MIRROR I NEW TILE INSTALL NEW 24"MED.CAB. 01W TALL CEILING FAN/LIGHT / _w LL X. BEDR OM No3 "' EX.OAK FL ORIN O 0 In o LO • . I O = S . N • � I Z N EX. BEDROOM No. 1 W D O M x Ex.OAK FLOORING ----- BEDROOM No. 4 O DRAIN PAN U DER WASHER a 1 2 BATH - 2 2" NEW OAK FLOORING W M w N LLE REMOVE EX.STAIR " r w N o 17'-31/2" LN DRY. ROOM + _ T(5)2X4 DF#2 I I --------iNMM1-1ATCH 3 6 CONVERT 70 CLOSET 5'-51� 5'-6" 5'-51/2" NEW TILE t m - -POST i i INSTALLP�TDOOR 4ILL '-101/2>,c0 I 3� R OVE i ilii REMOVE 1 „m- 10 10/2 I 40 /\V\ FY 51 5.-011 5'-0" 1. 11 \ ZD EX. HALL I 4 N I iV EX.OAK FLOORING I I / DOUBLE - 4'-0" z p HALL C i-------i (3)2X4 DF#2 PATCH a Q_Q ___ _ ___ ________ NEWOAK 11� II I 1 CW14L I N i--------- 00 -�--� -�- PANTRY POST FLOORING ia - - --------+ - - - - 1 / V , ----__- TO ATCH ' O 16'-11" I KITCHE OPNG STUDY I I I z / L f I I�Itr EX.SL , d - _ _______ _______ I f r EX.VINYL i :;I TO REMAIN O F- � v M t Lu w -________________________________- I I f 1 I FLOORING lIM NEW OAK 71, , i o \ o rnv m 0 (2)2X6 COLLAR TIES 9'-4"AFF(TYP) I r 1 I 0 i'iir_- ; x v \ z DECK M •=o I r� f I 1�---=-= =' --- N 5 Lu X TIMBERTECH TERRAIN DECKING Q m S N I I m i t 10 01 -+ Q (COLOR:SILVER MAPLE) o P o O ® 1 I (2)2X4K(2) (2)2X �S{Jp CONCEALED FASTNERS w'v I a 4_Q"`FEENEY CABLE RAILING NF- '1X. LIVING ROOZ LL " -- /2 ML HDR. -TOP RAIL TO BE DETERMINED- 07 - '_'" EX.CARPET � /�'•�� 4X4 ACQ POSTS w/INTEX I i D4X/ �I n NEW CARPET I ----------------- COLUMN W COLUMN WRAP d- ------ O I , 3'-0" I--r-- �� 1 1" 300.7 SF zZt Q ^ KITCHEN AND DINING I I`" EX. BATH A �P TILE FLOOR I I N 7 EX.TILE Z not Q CATHEDRAL CEILING W Q 'tib -------------------------------- ADD CEILING Q O ----- 1 I FAN/LIGHT W � 18'-7" 3 0 �, oC � zxs , 0 U X16"°C " (3)2X4 F#2 EX. BEDROOM No. 2 I; Po 3 -3 ,,2t-39t 2 -3 -3 E .OAK FLOORING ov Lu.; (2)1 AM 8 PAINT ALL TRIM _ 0 0I a ALL .:(2)2X12-DF#2 w/_1/2"STEEL)- - - N aI1 36X84 BANQUET _ _ _________________ < CIS � -C14 99.0 SF rMW�A�LK-IN � BUILT 1N SEAT G iSET v ; PANTRY ENTRY W.I.C. o EX.CARPET TILE FLOOR 7TILE FL OR TILE FLOOR i ® NEW CARPET , IF)O 5 -1 mrn N v oI I C` �i ' i ON 5'-5" I x 2)2X10 HE ♦♦ � `2� , I I , I L I E +♦ ♦♦+♦ i ' 1 ' ' ' ' ' THERMATRU S21D4 3/0X6/8 R PLACEMENT WINDOW EGRESS I (2)2X8 HDR ♦ ♦ I SATIN NICKLE SILL w/COMPOSITE CAP 1 I CX145 L/ REPLACEMENT WINDOW w ♦♦ TEMPERED TEMPERED 6.9116 PAINT GRADE ON GUARD JAMB C`X145R "C! NO EXT.CASiN RBS SURROUND / ♦ `♦♦ ♦+♦ ♦♦♦ DBL BORE,USiSHI GES EMTECK ADAMS I / r 00 ♦♦♦ ♦♦♦ ♦♦+ M In I CX15 L / CX15 R I HANDLESEF US 15 /WAVERLY KNOB L z u '� ♦ 4'-4" 8'-11" 4'-4" 9'-4" g,% -4„ �, vein CA v cu I ♦ 4'-0" 9'-0" 3'-0" 17'-7" 18'-8" G W WALL LEGEND E ------+ EXISTING HOUSE: 1852.3 SQ. FT. PROJECT NORTH ---- WALL TO BE REMOVED S FLOOR PLAN REPLACE ALL WALL DIFFUSERS NEW DIFFUSERS TO BE WHITE NEW WALL ADDITIONS: 590.3 SQ. FT. W SCALE: 1/4" = V p R CCEIV � U NEW WALL D Q COVERED PORCH: 63.5 SQ. FT. CONTRACTOR TO VERIFY FINISHED FLOOR HEIGHTS V) PRIOR TO CONSTRUCTION AND ADJUST FOUNDATION REPLACE ALL EXISITING NOTE: WALL HEIGHT AND FLOOR JOISTS FOR TOP OF TILE SWITCHES, OUTLETS, etc. DIMENSIONS OF EXISTING WALLS ARE FROM FINISHED WALL OCT 2 ?G b DECK: 645.2 SQ. FT. FLOOR TO BE FLUSH WITH EXISTING FINISHED FLOOR [INT.:2X4=4-1/2".2X6 =6-1/2",EXT.:2X4=4-",2X6=6"] [KITCHEN,DINING,ENTRY] w/ DECORA WHITE STYLE DIMENSIONS OF NEW WALLS ARE FROM STUDS BUILDING DEPT. H [EXT./INT.:2X4= 3.1/2",2X6=5-1/2"] TON OF SOUTHOLD 11 s- ti 1 r /i' DRAWN: MH/MS Op FIC yI '`+.....• / SCALE: 1/4"-1'-0" JOB#: October 26,2016 SHEET NUMBER: ° a A-6 REVISIONS: TIDAL WETLANDS AS FLAGGED BY FLAGGED BY EN-CONSULTANTS,INC. ; ON MAY 18,2005 } , ;. .................... w p' LI NORTH POND ROAD ppppaYµp'''i 20,ARLASONM __l'i_l WATER E0 O SERVICE oHAY BAY vv/SILT FENCING OLIMITS OF CLEARINO'FTO BE OMORTHANNPROPOSED WORK INDICATED ON SITE P ........... ......................................... S 30°3 850 E631.4' , L u, 1,2 , O Q i BULKHEAD M j: m I I N wI N EXISTING 1 STY. N 4 I I I I I FRAMED GARAGE N / / / Aal i Z Jai, ° ." - - - - - - � / W // � - - - - - - - - - - - - - - fl�O 1 v n (� O 3525„ ULKN�D I I I LOCATION �/W GDov�yJ� S�XtA 2. EXISTING 1 STY W 1 Q \ 1 I FRAMED HOUSE / / / / / / 1 26 P� w+cixnw+oM�B / i - H AYIXIAT E RS ti ° E,o / ,/ z2 / - 150 4 _ _ 1 -q Ix �6) I , � . - 2 495.33 O � � CONCRETE DRIVEWAY J t8 / ADJACENT OWNER'S EXISTING COVE 9��?,F , \ I _ � WASHOUT 16 WELL 0 10 U \\ 4 6 � M B�K a U 3 28� NpgD ° 1 36 54 2311 W ' T f 1 1� BOUNDRY F� CCFO eYF O O,I,Mq�GtisU N O 8-10, SA ^ .. u o rn c v O x o to Ua 0 °' lu � � SITE DATA: SCTM # 1000-104-09-005 U co DESCRIPTION: SQ. FT. AREA: LOT COVERAGE: EXCAVATE: FILL: C CU SITE PLAN . 0 PROPERTY: 52,361 SQ.FT. 1.202 ACRES W SCALE: 1" — 30''0' GROUND DISTURBANCE: 4,985 SQ.FT. EXISTING HOUSE: 1,891.4 SQ.FT. 3.6% EXISTING DECK(REMOVE): [506.1 SQ.FT.] - W EXISTING GARAGE: 731.4 SQ.FT. 1.4% - ►�-1 p. U p . . O " cin PROPOSED ADDITION: 639.3 SQ.FT. 1.2% 120 CU.YD. 50 CU.YD. Qi p�. � :• ' PROPOSED PORCH: 63.5 SQ.FT. 0.1 % 2 CU.YD. 1 CU.YD. N p. PROPOSED DECK: 585.5 SQ.FT. 1.1 % 3 CU.YD. i CU.YD. V DRYWELL 7 CU.YD. 2 CU.YD. (� x TOTAL: 3911.1 SQ.FT. 7.4% 132 CU.YD. 54 CU.YD. At MEETS & BOUNDS 14 DRAWN: MH/MS • `� r:.B'" ..r'` BY:STANLEY ISAKSEN, JR '"' ^SCALE: 1/4"=1'-O" .. LAND SURVEYOR �P�: £ ' �` March 09 2016 DATED: AUGUST 11, 2000 SHEET NUMBER: REVISIONS: ut Elm 11 1111 lilt 1 111 p; p , ' p` p' r• O � w W H w W PROPOSED WEST ELEVATION W SCALE: 1/4" = 1' PQ P.' o N v m � 0 0 v .c$ z u 0 U c U c) in x rn U a v N � cu L-1 L-1 L-1 Li 1�Lil 0 w W H V O EXISTING WEST ELEVATION + N SCALE: 1/4" = 1' ' u DRAWN: MH/MS SCALE: 1/4"=l' JOB#: HH vp March 09,2016 SHEET NUMBER: A- 1 p� - p' p, p` , REVISIONS: p:• a W x • I LI I 1 11 1 7777788WLa � z con W 1 o PROPOSE® NORTH ELEVATION SCALE: '"1/4" = 1 o / � x U • o H co • o N G�1 m n o CT, UJ X O sr o co cz r.' 01 EXISTING NORTH ELEVATION N SCALE: 1/4" = 1' ' u x 1N S10 (j`,ya � !' ` s DRAWN: MH/MS b SCALE: 1/4"=1'-0" ' z t c1.a JOB#: March 09,2016 SHEET NUMBER: REVISIONS: • � A loll z wz • � o0 W � w Ww PROPOSED EAST ELEVATION SCALE: 1/4" = 1' Q �D � o o E-. o N (U n X � O Cu) ^ v Q o " w � r1 z U U � u m u ) U Q) v U) .0W3 w u U • O H V x EXISTING EAST ELEVATION SCALE: 1/4" = 1' .:n�' ,'•h; : ;•:_ IN DRAWN: MH/MS SCALE: 1/4"=1'-0" JOB#: March 09,2016 OF 4q SHEET NUMBER: A-3 REVISIONS: o ■ a aaa w W W PROPOSED SOUTH ELEVATION SCALE: 1/4" = P W � 0 w • � U • o H �o �D 01 0 ` ` o N N 0 El 0 0 - 0 m moo o u P � � o � 00. u LLX O Cz 00 w a, 0 ?' .. N v I EXISTING SOUTH ELEVATIONEEO, SCALE: 1/4" = 1' un u o • N d ' U .f.f,f .��•ys� �: { art fs�/���rr... �•:5:� �•� � ,�� ESL ' p (� DRAWN: MH/MS s� SCALE: 1/4"=1'-0.. JOB#: March 09,2016 SHEET NUMBER: 4 c. REVISIONS: dt pc ' p . p - 18'-4'f B 4'-0" 14'-4" #5 REBAR 12"OC AND - -----------------------------------ATFTG�-- ' i d nll II ' -- ------------- -------- -rlrl--r- 11 O �� • • I , • ' 4 v .' N z• a c ,� I a 1 II O � 11 15'-2" 1 1 11 O O o ' , i � , 1 111✓////// � L-' N STORAGE 1 EXISTING CRAWLSPACE 1� 8'-11" EXISTING WL PACE ' DECK ABOVE 4 y EXISTING 11'® III V RIFY LOCATION IN FIELD • ;n_ -'(UNDER POST ABOVE) BASEMEN n� NEW STEEL LALLY COLUMN ' c ;; / w/24"X24"X12"FTG. • , C ' , In '• ' ' 1 nI ' D • , N 1 IIII O -illi `--------------------- ----------------- ---- nl nl ' D, R IIII ' . . = , II I N II11 UNDERPIN WALL PERIMETER Ai ° ; L1 '- ��i 1 ;;;; AS REQUIRED(TYPICAL) " n 4 nn g• � _ I J in -nn- � • 1 I 11 15'-43/4" 17'-03/4" 0 11 pJ �- --� 111 R -inn- 11 l� - W 1 II O p ' i � nn NOTE: , u1 NEW FOUNDATION HEIGHT TO BE ADJUSTED 1 • W p. IN FIELD FOR FINISHED FLOOR HEIGHTS TO ' E� / DBL.1-3/4X9-1/2 ML 016"0C N p;. � I 001111 BE FLUSH till A � � ,_���___, _ EXISTING CRAWLSPACE � O O p. o FINISHED BASEMENT ' 1 STEEL COLUMN OO , 4 C r Ia i DECK ABOVE ' ,';"; 3X3X1'FTG.w/ I 1 U EACH�VAY(TYP.) FINISHED BASEMENT cN.l Lu"" KITCHEN/DINING ABOVE_a LJU d IIII 1 U I V Int ° A 1 • � ' i � N �nn ' . � s _I #5 REBAR' EXISTING CRAWLS AC 1111 ' � m 1 n I 12"OC AND AT FTG. IIII C DBL.1-3/4X14 ML@16"OC ' (11-7/8 UNDER BAY.NOTCH TO ' "" ' (2)1-3/4X11-7/8 ML ' 36X24 ACCESS i 1 I - it - - — - — - — - — i 1 O 1 '• `� 9-1/2 AT DECK) (SEE SECTION) ; ' �„ •D „ I J - - • -I N (w m i .+ •�C �` ;� , V- I I I I I I 1 I I I I I I I I I rL CRAWL M O I 1__L_ • I 1 I 1 I I I I I I 1 I � � ,� � #5 REBAR � � ,cu 0 ` . r- 1 1 I 1 1 I I 1 1 I I I I 1 1 •v • , ,.� • I I 1 I 1 I I 1 I I I 1 I I 1 � ; • FL SPACE x Ln �� V O `. �� . \ 1 I i I 1 I I I I I I 1 I I 1 a 12"OC.AND O 'o• . ^ I I I I I 1 I I I I I I I I 1 ' OO' AT FTG. (3N mM ~ e -------------------------- .\ - - +� - r-r- - - r-r- - - r-r- - - r- --------- ----' °• -� -------------- ----------------------------------- - O x O u I. I-- v C v ,v ' .. v°4 v .v ' ... . v°4 p .v ' .. v�4 p .v ' .. v�4 v .v ' .' ,. N . p 4 v • v 4 v . v . v 4 v . — rA •' •O .a op ,O .a op + .� .a op .� .a op •O .a • alu - ---------------- ---I-------- III-- -------------I -------- O N F+ \ --------------------------------------------------------------------------------------- -' I I P-1 \ 4'—O" 29'-7" O cp LEDGEBOARD TO BE FASTENDED 1 m I � • , , TO BUILDING WITH TIMBERLOK(D m SELF-COUNTERSINKING SCREWS BY OLYMPIC MANUFACTURING '� U m , � (2 SCREWS @ 32"O.C.) 00 - 1 2 2X8 AC GIRDER I_- __- , CA Cu O W u (1----Q- 11 1 10"dia.CONC.PIER J� 7'—o" 24"X24"X12" G. 8'-0„ 3'BELOW GR DE 33'-7" 18'-8" FW., E u 5 PROJECT NORTH FOUNDATION PLAN W SCALE: 1/4" = 1' N H 1).10"THICK POURED CONCRETE FOUNDATION,3000 psi.HEIGHT AT 9'-0" 5).PROVIDE 2X6 ACQ SILL PLATE UNLESS OTHERWISE NOTED.SILL PLATE TO BE FROM TOP OF SLAB TO BOTTOM OF JOISTS ABOVE(SEE SECTION A-A). INSTALLED OVER COP-R-TEX TERMITE SHIELD AND)FOAM OR FIBERGLASS Q, ADJUST WALL FOR TOP OF FINISHED FLOOR TO MATCH EXISTING. SILL GASKET. 2 EXTERIOR OF FOUNDATIONS TO BE DAMPPROOFED AS PER N.Y.S. iGli RESIDENTIAL CODE WITH A BITUMINOUS COATING. 6).PROVIDE 5/8"DIA.ANCHOR BOLTS AT T-0"O.C.A\ND W/I 1'-0"OF CORNERS, U INTERSECTIONS AND SPLICED JOINTS.ANCHOR BOLTS ARE TO HAVE A 2).FOUNDATION TO HAVE 24"X12"CONCRETE(2X4)KEYWAY IN FOOTING. MINIMUM 7"IMBEDMENT INTO THE CONCRETE.(EACH ANCHOR BOLT TO x FOOTINGS TO HAVE 3-#5 CONTINUOUS RE-BAR.ALL FOOTINGS TO REST ON BE ATTACHED TO SILL PLATES WITH 3X3 SQUARE WASHER AND NUT. UNDISTURBED SOIL(MINIMUM 3000#CAPACITY). 7).DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE.PROVIDE r 3).BASEMENT SLAB IS TO HAVE RADIANT HEAT.INSTALL PRIOR TO POURING SLAB. BLOCKING AT 8'-0"O.C.(MAX.)AND MIDSPAN. p 4).FOUNDATION SLAB TO BE 4"THICK,3000psi CONCRETE ON COMPACTED FILL. 8).INSTALL SMOKE AND CO DETECTOR PER CODE. INSTALL 1/2"EXPANSION JOINT MATERIAL WHERE SLAB MEETS ADJOINING r .O .�A WALLS.COLUMNS MUST ALSO BE BLOCKED OUT AND ISOLATED FROM THE REST OF THE SLAB.THE BLOCK-OUTS AT COLUMN BASES SHOULD BE SQUARE � � IN SC�C��A� J' AND POSITIONED SO THAT THE POINTS OF THE SQUARE MEET THE CONTROL JOINTS.CONTROL JOINTS SHOULD BE NO LESS THAN ONE-FOURTH THE :.��rl �' '� Cti THICKNESS OF THE SLAB IN DEPTH.MAXIMUM JOINT SPACING SHOULD EQUAL �� SLAB WIDTH.MAXIMUM JOINT SPACING FOR 44NCH THICK SLAB IS TO BE NO DRAWN MORE THAN 16 FEET. 4���•�a�� a . MH/MS SCALE: 1/4"=1'-0" a - p � L•LZ � D March 09,2016 p ` per," JOB#: p.'.. -. ._... SHEET NUMBER: 5 REVISIONS: 16'-0„ 00 4'-0" �` 12'-0" 10 1 1 NEW O r. � 1 D FIX DOOR «, 1 1 ` - � SHELVES p.: . o N � EX. BATH p'. N RWall WALLPAPER,PAINT ' ' BATH s. REMOVE M.C.ANP MIRROR ' INSTALL CEILING FAN/LIGHT --------10 p _ Lu0 EX. BEDROOM No. 3 Z FIX DOORS AT CLOSET ' BEDROOM No. 4 Lo •�• SPACKLE&PAINT Ce 00 t... o EX. BEDROOM No. 1 O HALF ----- a f ., N W D -----i Q BATH ---- O � W a C"I 17'-31/2" DRY. ROOM A (5)2X4 DF#2 ------- w POST 1 , l ' -----, HALL 5 —5�h 5 —6 5 —5�h I REMOVE ; ;I; REMOVE — — j� - EX.SL 1 �, , EX.SL 1 4'-0" 4'-0" 4'-0" EX. HALL I I =N `--------- I — — _____rr________ ____________ _ ____________ N II � cel I< STUDY fi - - d- NEW CEILING LIGHT FIXTURE II I O 0 i I KPAINT ALL WALLS&TRIM WHIT' PANTRY ,� O O _ , (3) POST F#2 --- ----- I I I I I to i EX.SL i Ob _0 I I i� TO REMAIN i d I I I I lb r -------------------------------- �`' DECK 10 o II „ ' � � I I I I � I I � w II II o I I Q 1 4'-1 �/2„ i F------1 '= '� CA IIm I +� 0 v O I I t (2)2x4 --- --- (2)2X�F�5�h V 1 o CL 1 (2)9-1/2 ML HDR. I IIS ---------------- H _ O I I X EX. LIVING ROOM � � ' ----- KITCHEN-ND DININ � N I I M � Q __-CAlUEDRAL CEILING------___-- I I EX. BATH �0 O 00� IADD CEILING O (2)2X6 COLLAR TIES 9'-4"AFF(fYP) I I FAN/LIGHT x U II M � I o p..� '"'' U ,Q I I I o �1 EX. BEDROOM No. 2 o �+ PAINT ALL TRIM 00 I (3)2X4 DF#2 N @ib OC � POST — — — — — BUILT IN SEAT — — — Q 7 6'-0" - ----------- ---------: WALK-I N _ _ __ _ _ _ __ _ _ ____________ 19 1 1 1 = - - --�- - - --�- - ----------- = ENTRY ' CLOSET N EX. CLOSET • O 1 1 1 , 1 1 1 1 1 I I 1 1 I 1 I BENCH O ONWITH I - 6'—9"' 1 '—7" CUBB ES N GAJ O1 1 1 1 1 1 1 1 1 , 1 , 1 1 I lm 4+ O 9� 1 I 1 I I 1 i I 1 1 1 1 I 1 I � Mw V 1 I (211 2A 1 `-- ------------- !,O {, p `�j TEMPERED (2)2X8 HDR /2X8DR 0 955"/77777� 7777CR ``° 2 v 3'-0" O y .. CX15 CX15 x o p . In C(d oo ff , , „ „ , f1 7 » , -0 9 -opt3 —0 3'-01/21 m n ;'..' EXISTING HOUSE: 1852.3 SQ. FT. �o •.. U) E ADDITIONS: 618.8 SQ. FT. Cq v p•'.. owl S PROJECT NORTH FLOOR PLAN COVERED PORCH: 63.5 SQ. FT. W SCALE: 1/4" = 1' DECK: 645.2 SQ. FT. 1).USE 3/4"T&G ADVANTECH ENGINEERED SUBFLOORING,INSTALLED WITH 7).ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE REPLACE ALL WALL DIFFUSERS RING SHANK OR SCREW SHANK NAILS AND SUBFLOOR ADHESIVE PER APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING MANUFACTURE'S INSTRUCTIONS. HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. NEW DIFFUSERS TO BE WHITE 2).PLATE HEIGHT AT 8'-0"UNLESS OTHERWISE NOTED(MATCH EXISTING). 8).INSULATE ALL EXTERIOR AND INTERIOR WALLS.SEE ENERGY WALL LEGEND U COMPLIANCE REPORT. O 3).EXTERIOR WALLS TO BE FRAMED WITH 2X4 DF#2 STUDS AT 16"O.C.. REPLAC E ALL EXI SITI NG --------------+ WALL TO BE REMOVED 9).ALL WALLS AND CEILINGS TO BE PROVIDED WITH 5/8"SHEETROCK. OUTLETS 4).EXTERIOR SHEATHING TO BE 1/2"THICK FIR CDX PLYWOOD. BATHROOMS TO BE INSTALLED WITH MOISTURE-RESISTANT SWITCHES, , etc. SHEETROCK.USE DUROCK CEMENT BOARD AT SHOWER/BATH TILE w/ DECORA WHITE STYLE EXISTING WALL 5).PROVIDE 2-2X8 DF#2 HEADERS OVER ALL OPENINGS UNLESS AREAS. OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK STUDS NEW WALL ON EACH SIDE OF OPENING.PROVIDE 3 JACK STUDS ON EACH SIDE FOR 10).ALL FLOOR TILE AREAS TO HAVE MUD SETTING. MICROLAM HEADERS. 11).ALL NEW PLUMBING WATER SUPPLY LINES TO BE 3/4"PEX HOME RUNS. NOTE: 6).INSTALL FIRE BLOCKING,FIRE COLLARS,CAULKING,etc IN CEILINGS DIMENSIONS -1 EXISTING WALLS ARE FROM FINISHED WALL (MAX.10'OC)AND INTERSECTING WALLS,LOAD-BEARING WALLS, 12).INSTALL 14X14 NICHES AT ALL NEW SHOWERS UNLESS [INT.:2X4=4-1/2",2X6=6-1/2",EXT.:2X4=4",2X6=6"] FRAMED CHIMNEY/DUCT CHASES,VENTS,PIPE PENETRATIONS,etc. OTHERWISE NOTED.,TOWEL BARS,RINGS,TOILET PAPER HOLDERS,etc. DIMENSIONS OF NEW WALLS ARE FROM STUDS PER CODE. INSTALL SHOWER BENCHES AS SHOWN ON PLAN OR AS NOTED. [EXT./INT.:2X4=3-1/2",2X6 = 5-1/2"] 13).INSTALL SMOKE AND CO DETECTORS AS REQUIRED BY CODE. .r �Ikt DRAWN: MH/MS SCALE: 1/4"=1'-0" .: l JOB#: r� �, ¢`g March 09,2016 SHEET NUMBER: N�'p A-6 REVISIONS• lI'• I i I I I I 11 I I ' JJJ 1 I 1 /t 1 1 1 I 11 I f i I I 1 I 1 1 I I _-4- I I I 11 I I 0 Q ,z fFF , A' 1 - __- I 1 I I I ' 1 I I X 1 1 W ------------- I , • , , , , � K G T S I II D 1 ------ ------------ - - - - -- - - ---- - - ---- - - ---- - - ---- - - ---- - - ---- - L E FF LPO G -- - - - ---- - - - -- - - - -- 1 -------- - ----------- ---- I 1 -- - - ---- - - - -- - - - -- - - - • � ; ' , N P C A O 1 12tj• ; � 51/2 � 1 � ' ' � OI w 1 , • 1 1 I-- I I I I I O Lu 1 I > i t 02X8 DF#2 RR ( 1 g 1 ( I I I 1 X N Lu 1 • I , Q 1 1 I i i NOTE: 1 DBL.UP RRs AT COLLAR TIES F' X �r 2X12 LAYOVER PLATE 12 11'' i ;2-180 '� `• I ' , � , , 1 �. 2X10 ------------------------------------ Ce 8 2XDF#2 R� O — / mi 13/4 1O , 1 LL 100 0 - -------- --------------------------------------- , - _-!-,' O -------------------------_ ------___________________' --------- - ------------------------------------------ 7-1117 -__ -__ - o H71v O EXTEND OVERHANG M U .--, IE S PROJECT NORTH ROOF PLAN �W SCALE: 1/4" = 1' 1).ALL LAY OVER,PLATES SHALL BE BOLTED TO RAFTERS WITH 1/2"DIA. 7).DO NOT INSTALL UNDERLAYMENT ON WET/DAMP PLYWOODIII SHEATHING GALVINIZED LAG SCREWS WITH WASHERS AT EACH RAFTER. MUST BE DRY AND CLEAN PRIOR TO INSTALLING UNDERLAYMENT. r+ UNDERLAYMENT IS NOT TO BE LEFT EXPOSED TO ELEMENTS AT END OF THE N a 2).INSTALL FIRE]BLOCKING,FIRE COLLARS,CAULKING,etc IN CEILINGS WORK DAY.COVER WITH HEAVY-DUTY TARP UNTIL ALL ROOFING IS CC;), Cf) O (MAX.10'OC)I AND INTERSECTING WALLS,LOAD-BEARING WALLS, COMPLETE. +vt FRAMED CHIMNEY/DUCT CHASES,VENTS,PIPE PENETRATIONS,etc. PER CODE. 8).INSTALL ASPHALT ROOFING AS PER MANUFACTURE'S WRITTEN INSTRUCTIONS, c O USE GALVANIZED(ZINC COATED)ROOFING NAILS,11-12 GAUGE WITH AT `-' X O v 3).APPLY 1/2"TRICK FIR CDX SHEATHING OVER ROOF FRAME. LEAST 3/8"DIA.HEADS,LONG ENOUGH TO PENETRATE THROUGH PLYWOOD. as @ USE 6 NAILS PER SHINGLE.NAILS TO BE FLUSH WITH SHINGLES BUT NOT ' 4).APPLY METAL DRIP EDGE OF ANY UNDERLAY ALONG RAKE EDGES AND CUTTING INTO SHINGLE SURFACE. o ) m 'C' \ DIRECTLY TO'THE DECK ALONG EAVES. pe. r-1 � 9).VENT ALL ATTICS(INCLUDING PORCHES)AS REQUIRED.USE COR-A-VENT S-400 O nm u 5).USE 30#FELT UNDERLAYMENT WITH ASPHALT ROOFING.IN AREAS W/ AT SOFFITS,COR-A-VENT X-5 AT ROOF-WALL INTERSECTIONS,CAF COBRA cz u m w 4:12 OR LESS ROOF PITCH USE ICE&WATER BARRIER UNDERLAYMENT. RIDGE VENT AT RIDGES,AND GAF MASTER VENT LOVER FOR LOW PITCH ROOFS. `J CONTRACTOR TO INSTALL SOFFIT VENT ALONG WALL SIDE WITH TRIM TO U m 6).ICE&WATER]BARRIER TO BE USED IN ALL VALUES,RIDGES,INTERSECTIONS CONCEAL VENT. WITH ROOF A1ND SIDE WALLS(TYPICAL)AND 4'PERMITER. N C� � v 10).GUTTERS,DOWNSPOUTS,DRYWELLS TO BE INSTALLED/REPLACED AS REQUIRED. .0 W 000 W E., ____________________-_--------_--___-:_ __ _________________________-=--_- = =___ REVISIONS: 1-3/4X9-1/2 ML RIDGE 12 � 1/2 DBL 2X6 COL R TIE 48"OC --- 2X8 RR (2)1-3/4X11-7/8 @16"OC — - - — ML BEAM INSTALL 1/2"CCA SHEATHING ALONG :�. 1ST.COURSE OF PERIMITER AT DECK. FLASH UP SIDE WALL AND UNDER DINING SLEEPERS MIN.2'.INSTALL LEAD COATED 0 LIV I'N G 0) COPPER OVER FLASHING AT INTERSECTIONS 1 4' ROOM 5/4X4 RAILING 00 5/4X4 MAHOGANY OVER U L=J2X ACQ SLEEPERS,PITCH 1/4":12"FROM HOUSE EPDM,FLASHED OVER BEDROOM TOP OF FIN.FLOOR 3/4"T&G EXT.AC SHTG. TO MATC XISTING ' 3/4"SUBFLOOR p, B==all-7/8 TJ1230 WOOD4 FJ @16"OC DBL.1-3/4X9-1/2 ML @16"OC p _ B==a SCUPPER TO — - - — :' e==a 2X10 ACQ PLATE GUTTER ;'•. ' , e==a (3)1-3/4X11-7/8 TERMITE SHIELD CONNECT TO U EXISTING CRAWL SPACE ML GIRDER SILL SEAL B==a LEADER,DRYWELL U ' EXISTING H e==a BASEMENT 2X4 STUD WALL t i==a (6)#5 REBAR OVER w/ W ' STIRRUP @6"OC OVER I U 0 (TYPICAL) e=_� STEEL OPENING(TYP.) BASEMENT t==, 0) v� I�^ COLUMN � U It ° UNDERPIN EX.FOUNDATION 16"PC WALL UNDER EX.FOOTING �•� w -d...','` 2X10 ACQ PLATE 7� d• � 4"CONC.SLAB ° EXISTING ROOF EXISTING ROOF STRUCTURE 36"X12"FTG. 3X3X1 FTG.w/ ,D„ AM PROOF 10"PC WALL 01 LU (4)#5 REBAR (3)#5 REBAR Q 16,E OC STRUCTURE _ d r7 O _ EX.CEILING STRUCTURE _ EX.CEILING STRUCTURE EACH WAYv.- 2X6 CJ @16"OC 2X12 LAYOVER PLATE , ° Z P4 24"X24''FTG. Q , ® (3)#5 REBAR U ® ® SECTION A-A 0 SCALE: 1/4" = 1' CO — - - — 2X6 DJ 16"OC 2X6 FJ P-1 "OC — — — — — — — — — — — — — — — — — — - - - — - — a, EX.FLOOR STRUCTURE EX.FLOOR STRUCTURE f- W A W •-----------' a - - - - •----------------• I 2X8 RR I � fSECTION B-B I@16"°�2X8 RR SCALE: 1/4" = 1' ( @16110C _ _ _ I C:) r~ 2X6 @16"0 Cn (2) 9-1/2 ML I a U UPSET BEAM I BAY BUMP OUT re: RESchec Software Version x(.6.1 Compliance Certificate i 4" 4" 24"DC 3'h RAILING m �+ o I k 4" Project •r Code: 2010 Nor 7cwk Erwrgy Cortser+ra6on NOTCH JOISTS I, 1 Lncmdwr: Suffolk#Country,New York AT DECK , �Tstf7tcfkm T - ,�- �;>, .• . . .I ,I ( I ' o I ( I ,I I I I ( I ( ' 1 11 I INTERSECTION I / 1 I -i-Ict New Cc�rltstru n o I I I I I I I I I I I Candi6ar4edFloor Area; 0ft7 I 3/4" SUBFLOOR � 9b : I I I I I I I 1 c�tm.ziTTTTs Awa 25 , 11 4 #10 STAINLESS STEEL 1 I 1 I I ( OR GALVANIZED I I 1 •I I I I �•• �I •II camzbne.. 11-7/8 TJ1230 WOOD-1 FJ @16 OC - ( ' 1 ` I / • WASHERS 0 12 0 C' ( I 1 ( 11 I I ( I I � PenTft�. � nNMI I I I I I i I 12"OC I ( I I Flen r�Number, p� I I I 1 lr o,c. 12" I y I 11 I I 2 1-3/4X14 2 1-3/4X9-1/2 I N v Construction Site: Own�erfArgent: Designer ntractor_ 3 1-3/4X11-7/8 ( ) ( ) 4 w I I 1 I l I I • I l I I 1s I�r , s, al� ( � ML @16 OC ML @16 OC 3/4"APA PLYWOOD 1390BR(lAEYINATERSROAD P.O.sax 933 I ML GIRDER SHEATHING 11 I/ 1 I I l I I # TEitS£11�E.NY tmgt>c.Fes'"11935 1/2"APA RATED SHEATHING I GRADE PLYWOOD l ` I I I I I I•• I I I 1 • I I 1 I•• 1 � I (ALTERNATIVIVE:7/16"O.S.BJ 1 ( 1 • 1 1 / • I 1 / , I / ny�Qp�^ 11 / I///I� �• I I l 1/2"APA RATED SHEATHING S • ( I I I ' • I ' ' I GRADE PLYWOOD II I (ALTERNATMVE:7/16"0.5.8.) I ( I I I I I I I '� :z�'. `�..s ,'� 4x� •r,�q�,4.",e"�.ryi.>,� b��:.;:a �;�% ��� il:v.;w,�ta«c,`tir»;�i„ rS ;, �;oz��" ' d�a, ,tr,vxis;�x�:r;� z' I ( I can^g,lloT 8. v.;.. axtrntmTUA: Yo�UA: U J #10 STAINLESS STEEL I ( I ( I I I I 'T1+Br @dAt#;v pr Yf.o�aaB 74trra a srx•!bB tiFv,>L°at'haw'e�¢�fr'!e'm"tgPi>o's.1F 'kw+�1 s �^=d*bsdF- n ae• O OR GALVANIZED /� 2X4 DF#2 I l I I I I I I I I EiO •MCfE Itrmv�{i►sam laFims of >am11 ct�t np}ati."i!�.arEwstniasre 0 how*- (n WOOD SCREWS W/ OI STUDS I I I v' WASHERS @ 12"O.C. �V 1 J / / �y (�•y�y y� j{�.,, p�yry}� g I I I I ( )� WINDOWSILL •I I ( I • l I ••I I ' •I I I I I• Envelope a �N•'4s-seE i blies p� ( l TYPICAL WINDOW OPENING I j I j (LESS THAN 4'0X8'-0"OPENING) #10 STAINLESS STEEL '2i {x° `4' ; ( I II OR GALVANIZED s" � - 1 ( I I I I I I I '. ..�.' WOOD SCREWS W .u't�• e �1, F�•1 I I is WASHERS 12"0 C. +2 e I I 1 • • • • • Floor I-- ill-k1l�d ..- S'pace 422 301-0 DA 0-633 14 TYPICAL DOOR OPENING ���"`�"�'�"`�"� 01 (LESS THAN 4'-0X8'-0"OPENING) 2-2X4 DF#2 STUDS CONNECTED wan 1:Wood Frame,16'ox- 324 21.0 p-01 OR53 22 LTIPLE PLYWOOD ASSEMBLIES B B , TOGETHER WITH STAINLESS STEEL OR GALVINIZED BOLTS W/WASHERS Windaw 1:Wood Frarne: le fame•siva Law-E '43 03" 14 11/4 (n 1 7/4 11/4 1 I/4 11/2 1114 I v4 lin 11/4 11/4 t V2 I Va V AND NUTS @ 2'-0"O.C. I1/4 1 va 7 t2 1� TYPICAL MULTIPLE OPENINGS Door:i:Grass D3&Id95 SINK SINK UV. UV. UV. UV UV. W. .C. W.C. W.C. D.W. W.M (MORE THAN 4'-0X8'-0"OPENING) Ceilmq 1'Ca1edral Gefl19 422 33-0 0.0 0.03I 13 BAH B H B FIAT =1= Celrra iaarcr�tmoern�a�. The b+ ding design crilxd here > the 6u cbng� ,spedifiicatkms,and ether I c.o. na ,,n Iva s 2 x 2 cm1 dons submitted witlm a permit application_The p building has been adesigoe+d to meet 2010 New Y'a+l glr C.O.I 3 C.o 1 va I,ia ' C.o.I ' ,va ,v4 ' I C.O. WIND—BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL reqLfimmmREScheck ft and to cIp11 , e>Io ,tr, d 3 3 3 AS PER TABLE 1609.1.4, N.Y.S. RES. CODE: ALTERNATIVE FOR OPENING PROTECTION (IF NOT USING IMPACT GLAZING) SLOPE"1/4"PER FOOT PITCH TO DRAIN 4 Name--Fide gna�l,r>: to _ WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" ` AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO - PLUMBING SCHEMATIC T°A_P0.O TRAP lvy?m Ff�.``�•. COVER GLAZED,OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.(REFER TO SECTION 1609.1.4,1609.6.5 AND TABLE 1609.1.4 OF N.Y.S.RESIDENTIAL �' u CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. N.T.S. ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. �/, .. :�{..�` ,.� �1i t�"". DRAWN: MH/MS HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. r �a�, r/t�: � fi•,_c,-� .-" ". ,� SCALE: 1/4"=l'-O" JOB#: March 09,2016 ,2 .. . SHEET NUMBER: Iff M Project Trtle: Report data: 12/111'15Data filenarne:QVHsert0 afL?ng Stadori1Decuments'tiESc RAUra.rrk ftge I of 1A-8 - 1 '.. REVISIONS: WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. KING STUDS ° RAFTER WALL STUD e ENDWALL CRIPPLE STUD BOTTOM PLATE • p e p RIDGE LEDGER BATHTUB e HEADER DOUBLE JOIST SIDEWALL RAFTER JACK STUDS FLOOR USP NUMBER DESCRIPTION APPLICATION HOLD (DOWN CONNECT TO 1 SIDE OF ALL CORNERS 1ST. ADS5 ANC HOR TO FOUNDATION W/ ANCHOR BOLTS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR HOLD IDOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOPJOIST DIRECTION WITH 2' JOISTS. UNDER WALL. 2ND. ADS5 ANC HOR PLATES OF 1ST. FLOOR. CONNECT THROUGH OPENINGS LSTA12 1-1/4"x12" 20ga. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20ga. STRAP APPLY OWER RIDGE TO EACH RAFTE 2x6-2x8 LS26 18go. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE HE FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LS210 18go. SLOPE HANGER JAPPLY TO EACH RAFTER / LEDGER BLOCKING ®24"OC WALL STUD • �� THROUGH–ROOF EXHAUST � a VENTS SELECTED AND O LOCATED BY CONTRACTOR ' METAL STRAP CRICKET AT TOP–SIDE OF VENTILATION CHANNEL CHIMNEY AS REQUIRED Z RIM BOARD RAFTER O SILL PLATES WALL SHEATHING RAFTERS MAINTAIN U ( ) VENTILATION WOOD JOIST SIDEWALL FLASHING W FOUNDATION - - - TOP PLATE �� BLOCKING BLOCKING � � - - - - FINISH WALL AND MOISTURE ` 2x4 LEDGER STAPPING TO B E ATTACHED TO WALL STUDS @48"OC IN, BARRIER — LAP FLASHING Z AT WALL -- MAINTAIN GAP � 2x4 SOFFIT JOIST Q AND ALL WINDOW/DOOR OPENING JACK STUDS BETWEEN WALL FINISH AND ATTIC SHALL BE PROVIDED WITH A FASCIA U MINIMUM NET FREE VENTILATING AREA FLOOR JOIST DEPTH US>P NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OFIAFGUTTER THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER �'. INSTALL 4'0" O.C. SHALL BE COVERED WITH CORROSION— ONTIN. SCREENED VENT F .. 4" — 8" LSTA24 1-1/4"x24" 20go. STRAP AND JACK STUDS RESISTANT METAL MESH WITH MESH ONTIN. SOFFIT / EXT. PLYWOOD A•• ON ALL OPENINGS PROVIDE HEMMED EDGE AT OPENINGS OF 1/4 INCH IN DIMENSION. k_• FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTION APPLICATION SOFFITED EAVE :' , .• � • „ INSTALL 4'O" O.C. � AND SO AS TO MAINTAIN AIR 1` 8" – 14" LSTA30 1-1/4"x30" 18ga. STRAP AND JACK STUDS / GAP TO PREVENT CAPILLARY CONNECT TO .. V 4" – 6" RAFTER RT10 10-3/4" x 18go. TYDOWN ANCHOR ON ALL OPENINGS / ACTION EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND �'• INSTALL 4' 0 C `• OVER BEARING WALLS AND HEADERS 0 NT �. CONNECT TO 14" – 16" LSTA36 1-1/4"x36' 18go. STRAP AND JACK STUDS .��,' KEEP ROOFING NAILS OUT – 12 RAFTER R 1– x 2 TYDOWN AN HO SOFFITED EAVE DETAIL � 8" R T20 2 1/8" Oga 0 C R ON ALL OPENINGS EACH RAFTER OF FLASHING 4,•:, 2ND. FLOOR WALL 19 g ROOFING LAPS BASE FLASHING 4 INCHES l 41.. � .• RAFTER t. BASE FLASHING WRAPS CORNERS, RIDGE CAP OF SAME O / EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING SIDES 4 INCHES AND LAPS NAILED TO SHEATHING V� . SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT O WOOD JOIST I� ttt�•��� TOP PLATE GIRDER/HEADER SIDE WALL FLASHING x+ 1ST. FLOOR WALL STA�PPING TO BE ATTACHED TO WALL STUDS @48"0C WOOD JOIST U AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD � AND RAKES -- PROVIDE HEMMED EDGES SO M U FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AS TO FORM DRAINAGE CHANNELS AND RAFTERS ^ ,--� INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION 4" – 8" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION PRE–MANUFACTURED KEEP SHEATHING MIN. 1-1/2" ON ALL OPENINGS RIDGE VENT FOLDS / ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH CONNECT EACH FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR. • INSTALL 4'0" O.C. RAFTER/PLATE RT15 TYDOWN ANCHOR RAFTER TO PLATE OVER RIDGE TO AIR PASSAGE IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS 8" – 16" MSTA48 1-1/4"x48" 16go. STRAP AND JACK STUDS CONNECT OVER OFF ROOF NFORM TO SLOPE / • ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS PLATES TO EACH STUD DBL. SILL PLATE > TERMITE SHIELD I r— SUBFLOOR N a SILL GASKET WOOD JOISTS m �' o ♦ CONC. SLAB ` NEOPRENE -�� p m Ju TYP. CONC. FOUNDATION /� GASKET . ' ' 2x6 /2x8 CONTINUOUS WOOD PLATE = o C 6 MIL. POLY V ; r p, DAMPPROOF EXTERIOR �, GRANULAR FILL ° s . I x o ' 6MIL POLY ON EXTERIOR BOLTED TO STEEL BEAM WITH Q --� ��� 7 `� 1/2 " DIA. BOLTS @ 48" o.c. STAG. �" ° V STEEL COLUMN . ' -� u ' ° d I ° a c, u ROOF JACK ♦ `�� ° � c CONC. SLAB ' '� - re v ' �� I \\ F . " I. STEEL BEAM g � u a �, ANICHOR BOLT EMBEDMENT: �� � -� m 4" x 1/4" x 8" STEEL `� u t� ° \� i I i BOLtOC K WALL: RETE: 15" `• I TOP AND BOTTOM PLATE • COMPACT FILL , ° n ROOFING LAPS U KEYWAY FOOTING V �` ^ Z. A L! CONC. FTG. d o' m m •Q FLASHING AT . WITH 1/2" x 6' ANCHOR BOLT c° e '� D'o G USE WIITH 3x3 SQUARE WASHERS SIDES AND TOP ��` 1/2" GROUT N o W 3 ANCHOR BOLT CONNECTION (U`.SP LBPS58 OR BP583) REINFORCING BAR 3" STEEL COLUMN ANCHOR BOLT CONNECTION FOUNDATION 5/8" DIA. ANCHOR BOLT I � I DRAIN TILE �► D ti SUPPORTING MAXIMUM SPACING FLASHING LAPS ( 10 KIPS ) SILL PLATE TO FOUNDATION ROOFING AT BOTTOM CRAWL SPACE OR FOUNDATION) 1 STORY 72" OC TYPICAL BEAM DETAIL TYPICAL CONC. FOUNDATION. APPLY PILASTERS SILL PLATE TO FOUNDATION 2 STORIES 36" OC W WHERE NEEDED FOR STRUCTURAL BRACING. MIN. 3" STEEL COLUMN ANCHORED TO 24%24%12" CONC. FTG. CRAWL SPACE OR FOUNDATION STEEL / BOTTOM BEARING ) ALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES3 57" OC !� U SLAB–ON–GRADE ROOF JACKS & VENTS DETAIL ~ 0 SUB FLOOR Q' CONC. SLAB I I DOOR FRAME 6X6 10/10 WWM GARAGE I �_ JOIST COMPACT FILL DOOR USE 2X8 STEEL B EAM ~' FOR BLOCKOUT x.' `;•� 4" SLAB P.T. PLATE W/ 6X6 WMM \ I I SLOPE � `� Q e o. r 4-DRIVEWAY —� NOTCH JOIST AND ADJUST HEIGHT � 1/2" AIR PACE 7 1 o a e (WITH A NAILING PLATE IF NEEDED) AT END AND " -,0 ° n' ° :a ° , TO BE APROX. 1/2" OR HIGHER THAN-rD �•' GRADE ° ° ° r 'a ES OF WOOD -- --- I— I O. Q ° ° STEEL BEAM TO ALLOW FOR SHRINKAGE _ (PROVIDE TRAPPING TO KEEP JOISTS AL GNE ) --�-----«-----: BEAMS � ° P S 0 S D Q C c I ' ° .^�• ° 6X6 W.W.M. — II-11-1111 II 12' D, �o•c p eD ,n 'p A- n`i o _`NOTCH BEAM FOR MUDSILL IFF REQUIRED -- MAXIMUM SUB FLOOR MIN. �— +� GI r REINFORCING BAR o NOTCH EQUALS 1/4 DEPTH OF BEAM �I T n D °� n c n I I—I I _,101ST ,A REINFORCING BAR "v,. DRAIN TILE ��� p o° SHEET METAL / 30# FELT Uh1DER BEAM AT POINT I ° ��•/� �° 4e IIm STEEL BEAM 12 OF CONTACT WITH CONCRETE OR CONC. BLOCK c• 3" PLATE (BOLTED TO BEAM) .- SHIMS TO LEVEL BEAM TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. ��fi � REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. A 3" MINIMUM BEARING SURFACE FOR WOOD BEAM �C°��' DRAWN: MH MS GARAGE DOOR BLOC KOUT SCALE: 1/4"=1'-0" JOB#: a... t . BEAM POCKET March 09,2016 SHEET NUMBER: r. � i A-9 REVISIONS: \X/IND LOAD PATH CONNECTION AND, CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. 4"MAX. { 4"MAX. 4"DIA.MAXIMUM r,.. 4" DIA.MAXIMUM POST x..,. .. GIRDER/HEADER ° POST/COLUMN " Q' Z 12"x12"xl2" r ° •I ' I Y Y" � Y CONCRETE FOOTING " " 1;.• : r ° r Y v k DECK POST FTG.CONNECTION M. LOCATION USP NUMBER DESCRIPTION APPLICATION DECK/PORCH RAILING 4X4 POST PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH FOOTING STAIR RAILING POST-TO-GIRDER/HEADER CONNECTION 6X6 POST PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH FOOTING USE MIN. (2) 1/2" DIA. GALV. BOLTS WITH WASHERS AND NUTS CAI 1-1/2"SPACE MINIMUM W HANDRAILS O GIRDER— U POST Q H GIRDERMEADER. ° POST/COLUMN' Y Y BALUSTERS RIM/DECK JOIST o CONCRETE PIER •A'°A" Y Y . (A OPEN BALUSTER ATTACHED TO WALL V Y A � •I °A ' • Y HANDRAIL CONNECTION ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH POST-TO-DECK CONNECTION . HEADER/GIRDER-TO-POST CONNECTION OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS LOCATION USP NUMBER DESCRIPTION APPLICATION SHALL NOT BE LESS THAN 1-1/4"NOR MORE THAN 2"IN USE MIN. (2) 1/2"DIA.GALV. BOLTS WITH WASHERS AND NUTS CROSS SECTIONAL DIMENSION,OR THE SHAPE SHALL (2) BEAMS PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH PIER PROVIDE AN EQUIVALENT GRIPPING SURFACE GIRDER/HEAIDER TO POST/COLUMN CONNECTION (3) BEAMS PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH PIER FLASHING TUCKED UNDER A TOP PIECE OF SIDING AND O LAPPED OVER FIRST CONTIN. GIRDER/HEADER PIECE OF SIDING BELOW UNDISTURBED SOIL O W 2-1/2" DIA. LAG BOLTS W/WASHERS LAY PLASTIC BASE DIRECTLY ON CONNECTED TO BLDG. @32"OC UNDISTURBED SOIL(ORGANICS REMOVED) z LEVEL BASE STAIR TREAD ° FIT CONSTRUCTION TUBE AND PLUMB POST/COLUMN ° BRACE TUBE C'7 RIM BOARD ° ° FILL AS PER MANUFACTURES'INSTRUCTIONS ' III"I"1�'� 1:4 ° FLOOR FRAMING U STRINGER . 2x JOISTS III=III=III= _ _ U =_=_=III=III= . . -III=III III-III=III=III III III=III II „;. BLOCKING FOR JOIST HANGER 1' POST-TO-GIRDER/HEADER CONNECTION LAG BOLTS •4 o D LOCATION USP NUMBER DESCRIPTION APPLICATION RIM JOIST/BD. i 0 ,. : 4x4 SOLID COLUMN PBS44/PBSE44/KC44 POST CAP ANCHOR APPLY TO EACH COLUMN �° DISTURBED/POOR SOIL 1'.. 6x6 SOLID COLUMN PBS66/PBSE66/KC66 POST CAP ANCHOR APPLY TO EACH COLUMN LAY 4 6"LAYER OF CRUSHED STONE OR '.. . .', STRINGER TO DECK/PORCH CONNECTION pc „ HOLLOW COLUMN SIMPSON STRRI/2 H.C. ANCHOR APPLY TO EACH COLUMN GRAVEL DECK/PORCH LEDGER CONNECTION LEVEL AND COMPACT BY HAND LAY PLASTIC BASE ON COMPACTED GRAVEL LEVEL BASE N v 1.• FIT CONSTRUCTION TUBE AND PLUMB rn m ani BRACE TUBE x u t //'•I•'\� FILL AS PER MANUFACTURES'INSTRUCTIONS pa° cf) o4-1 p•: III-III-III-III-III=III...III ...III...III=11 U STRINGER (x116" ".S tN .f i (2)THRU- WOOD JOIST JOIST ' LnBOLTS I H CONC. PIER FOOTINGOST °��+ UTO i7) L PW44 POST ANCHOR 4 "dia• BIGFOOT SYSTEMS FOOTING FORM N a) p. D PIER 16"TREAD GIRDERMEADER 0 W IN ACCORDANCE WITH SECTION 104.11 OF N.Y.S. RESIDENTIAL CODE THIS DESIGN � ' COMPLIES WITH THE INTENT OF THE CODE AND THE MATERIAL OFFERED IS GRADE CONC.SLAB ~ro a WOOD JOIST GIRDER/HEADER AT LEAST THE EQUIVALENT IN DURABILITY AND EFFECTIVENESS OF THAT (AS REQ.) %a•;sq PRESCRIBED IN THE CODE. •a<7 a"dia. •0°V a DECK PIER THE DIVISION OF CODE ENFORCEMENT AND ADMINISTRATIONS FINDS THIS PRODUCT 3'-0" 4 CONC. °, PER PLAN ACCEPTABLE FOR USE IN N.Y.S. BASED UPON ICBO EVALUATION SERVICE REPORT CA ° 4- PIER d•° "4 FLUSH JOISTS WITH HEADER/GIRDER ER-5495 AND SUBJECT TO THE CONDITIONS THEREIN. � v' °° ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH oea °ro'gSPLICED JOISTS OVER HEADER/GIRDER V Y.p •4 .P, THE PROPER STEEL CONNECTOR. IF ABLE, SET FIR JOISTS APROX. 1/4"HIGHER THAN LVL HEADERS LOCATION JUSP NUMBER I DESCRIPTION APPLICATION 0 TO ALLOW FOR SHRINKAGE. JOIST TO GIRDERMEADER RT10 TYDOWN ANCHOR CONNECT TO EACH JOIST N HANDRAIL NOTES: DECK& PORCH NOTES: NAILING SCHEDULE All required handrails shall be of one of the following types 1). Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. NAIL NAIL or provided equivalent graspability. All fasteners, hangers and anchors to be galvinized or stainless steel. JOINT DESCRIPTION QTY. SPACING NOTES 1).Type I. Handrails with circular cross section shall have an ) J p p JOIST TO: PER TOE (� 2 Girders for deck joists to be bolted or anchored to each post or pier with washers and nuts. 4-8d COMMON Girders on concrete piers shall be anchored with proper steel connectors anchored SILL,TOP PLATE OR GIRDER JOIST NAIL . outside diameter of at least 1-1/4 inches and not greater P p P BRIDGING EACH TOE into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. CLIMATIC&GEOGRAPHIIC DESIGN CRITERIA 2-8d COMMON than 2 inches. If the handrail is not circular it shall have a �.; perimeter dimension of at least 4 inches and not greater TO 1015T END NAIL p g GROUND WIND SEISMIC FROST WINTER 10ESHIELD 3). Posts supporting girders shall be anchored to a 12 x12 x12 thick concrete footing. FLOOD BLOCKING 2-8d COMMON EACH TOE '' • than 6-1/4 inches with a maximum cross section of SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT dimension of 2-1/4 inches. Use a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. Footings Shall LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS TO JOIST END NAIL be 4 ft. below grade. BLOCKING TO: EACH TOE MODERATE SLIGHT TO 3-16d COMMO . 2).Type ll. Handrails with a perimeter greater than 6-1/4 4). Deck joists to have blockingat 8'0 o.c.. 45 LBS. 120 B SEVERE 3 FT. 11 NONE - SILL OR TOP PLATE BLOCK NAIL ' inches shall provide graspable finger recess area on both ) J TO HEAVY MODERATE p g p g LEDGER STRIP EACH FACE sides of the profile.The finger recess shall begin with a 5).A minimum of 10 inch flashing shall be installed between the building and ledger. TO BEAM 3-16d COMMO JOIST NAIL ^•''a°` ;` ' . y g g JOIST ON LEDGER PER TOE - ° distance of 3/4 inch measured vertical) from the tallest Ledger to be fastened to building with 1/2"dia. bolts with washers and nuts portion of the profile and achieve a depth of at least 5/16 at 16"o.c. TO BEAM 3-8d COMMON JOIST NAIL �a ��`lid SCS ° inch within 7/8 inch below the widest portion of the {% 't" �•'' �� BAND JOIST PER END Ik r profile.The required depth shall continue for at least 3/8 6).Concrete piers shall be a minimum 6"above grade. 3 -16d COMMO DRAWN: MH/MS -�� inch to a level that is not less than 1-3/4 inches below the TO JOIST JOIST NAIL lY ` k . .� '"� '''. 7 .All joists to be supported with hangers and anchors. Each Joist shall also be anchored BAND JOIST TO: PER f i° SCALE: 1/4"=1'-0" tallest portion of the profile.The minimum width of the ) J PP g 2-16d COMMO TOE NAIL " »¢' rl>( handrail above the recess shall be 1-1/4 inches to a to girder(s). SILL OR TOP PLATE FOOT .'I`< �,NA e JOB#: March 09,2016 maximum of 2-3/4 inches. Edges shall have a minimum 8). Use Simpson hangers and anchors with Z-MAX tripple protective coating or equal A �, SHEET NUMBER: radius of 0.01 inches. �. C�r� for any contact with ACQ. rr� 223 A- 10 l' 1` REVISIONS: WIND FRAMING NOTES NAILING SCHEDULE NYS CODE: 2010 EDITION PLAN CONTENTS: GEN RAL NO ES 1). RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 1-1/4" x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. JOINT DESCRIPTION MAIL NAIL NOTES BUILDING USE RESIDENTIAL DWELLING When a collar tie is used in leu of a ridge strap, the number of 10d common nails required QTY. SPACING CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'�WALL: 3-Zd COMMON EACH TOE-NAIL BUILDING HEIGHT (SEE PLANS) TOP PLATE 10 WALL: 4-8d COMMON RAFTER 1). The information within this set of construction documents is related to basic design 2). RAFTER-TO-WALL ASSEMBLY: CEILING JOIST 8'WALL: 3-'8d COMMON EACH TOTAL SQ. FT. OF CONSTRUCTION (SEE PLANS) intent and framing details. They are intended as a construction aid , not a substitute Lateral framing and shear wall connections for rafter, ceiling or truss to top plate shall be in TO TOP PLATE 10'WALL: 4-8d COMMON JOIST TOE-NAIL for generally accepted good building practice and compliance with current New York accordance to table 3.3.When a rafter or truss do not fall in line with studs below, rafters " or trusses shall be attached to the wall to late and the wall to late shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN CRITERIA PRESCRIPTIVE AS PER N.Y.S. RESIDENTIAL CONSTRUCTION CODE AND State building codes. The General Contractor is responsible for providing standard P P P P CURRENT SBC HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL the to the wall stud with uplift connections. Roofs overhanging the rake side of the building PARALLEL RAFTER WF0A - SBC LAP NAIL construction details and procedures to ensure a professionally finished, structurally sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS CROSS SECTION AND GENERAL NOTES OVER PARTITION WFCM - SBC LAP NAIL EXT. BALCONIES 60 2). The General Contractor is responsible for ensuring that all work and construction 3). WALL-TO-WALL ASSEMBLY: COLLAR TIE AS PER TABLE 3. meets current federal, state, county and local codes, ordinances and regulations, etc. Wall studs above and studs below a floor level shall be attached with uplift connections in 4 EACH FACE TO RAFTER WFCM - SBC END NAIL ATTICS w/o STORAGE 10 DECKS 40 These codes are to b, considered as part of the specifications for this building and accordance with table 3.3b. When wall studs above do not fall in line with studs below, the should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2 - 8d COMMON EACH TOE ATTICS w/ STORAGE 20 accordance with table 3.3. TO RAFTER END NAIL DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 20 3). Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END (LIVE LOADS PSF) (DO NOT SCALE DRAWINGS). 4). WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2 - 16d COMMON END NAIL ROOMS (OTHER THAN SLEEPING) 40 First wall studs shall be connected to the foundation, sill plate, or bottom plate with uplift ROOMS (SLEEPING) 30 4). The designer has not been engaged for construction supervision and assumes no connectors. Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: STAIRS 40 responsibility for construction coordinating with these plans, nor responsibility for foundation and slab-on-grade, 15 inches in masonry block foundations, or lapped under construction means, methods, techniques, sequences, or procedures, or for safety the plate and nailed in accordance with table 3.3b. When steel straps are lapped under the JOINT DESCRIPTION NAIL NAIL NOTES GAURDRAILS ANY DIRECTION 200 Q precautions and programs in connection with the work. There are no warranties fora bottom plate, 3 inch square washes shall be used with the anchor bolts. Anchor bolt EXPOSURE SPACING (DESIGNED FOR CAT.C) EXPOSURE CATAGORY � W specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a. In addition to spacing, TOP PLATE TO PER FACE NAIL anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE 2 - 16d COMMON FOOT SEE NOTE: 1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION O TOP PLATES AT 5). Refer to the Window and Door schedule for exterior openings. corners. JOINTS FACE ROOF - FOUNDATION DETAIL PAGE & GENERAL NOTE PAGE Z ,� z INTERSECTIONS 4 - 16d COMMON EA. SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE E'er z 6). The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5). TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE O EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE or exceeds manufacture's specifications and applicable codes. Type 1 exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior STUD 2 - 16d COMMON O.C. NAIL U attached with 8d common nails at 6" o.c. at the panel edges and 12" o.c. in the field, and FIRE PROTECTION Sym.: wallboard on the interior attached with Sd cooler nails at 7" o.c. at panel HEADER TO 16" O.C. FACE SEE FLOOR PLANS w H 7). The General Contractor is to Consult with the owner for all built-in items 1/2 Inch gypsumP 16d COMMON SMOKE &CO2 DETECTORS) ® [--� such as bookcases, shelving, pantry, closets, trims, etc. edges and 10" o.c. in the field shall be in accordance with the length requirements specified HEADER ALONG EDGES NAIt TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION Z ��.. in table 3.15a-b. TOP OR BOTTOM 2 - 16d COMMON PER 2x4 STUD END � � P;•, . . 8). Wind load requirements shall be taken into account during construction. PLATE TO S UD 3 - 16 COMMO PER 2x6 STUD NAIL ENERGY CALCULATIONS RESCHECK p, 6). TYPE 11 EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: ' FOUNDATION NOTES: Type 11 exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate FLOOR JOIST, BAND JOIST, 2 - 16d COMMO PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA length adjustment factors in table 3.16. END JOIST OR BLOCKING FOOT SEE NOTE: 1,2 1). The General Contractor and Mason to review plans, elevations, details and notes to GROUND WIND SEISMIC FROST WINTER ICESHIELD SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD determine intended heights of finished floor(s) above typical grade. 7). INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: HAZARDS LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when 2). All footings to rest on undisturbed (virgin) soil. interior shearwalls are used. Sheathing and connections shall be in accordance with JOINT DESCRIPTION NAIL NAIL NOTES pc g QTY. SPACING MODERATE SLIGHT TO 2.4.4.2 and 2.2.4 respectively. 20 LBS. 120 B SEVERE 3 FT. TO HEAVY MODERATE 11 NONE - p'., 3). Provide 1/2" expansion joint material between concrete slabs and abutting JOIST TO: PER TOE concrete or mason walls occurin in exterior or unheated interior areas. SILL, TOP PLATE OR GIRDER 4- 8d COMMON JOIST NAIL p, masonry g 8). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING t EACH TOE 2 - 8d COMMON r, 4). Any new concrete walls being attached to existing concrete structure shall with table 3.5. Window sill plates shall be have steel connectors in accordance with table TO JOIST END NAIL SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES be installed with #5 re-bar, 18" long at 12" o.c.. Use approved epoxy for installation. 3 5AT PANEL EDGES SUPPORTS IN THE PANEL FIELD BLOCKING EACH TOE 5). Unless otherwise noted, all sllabs on grade to be 2500 ps.i.. Concrete to be TO JOIST 2 •- 8d COMMON END NAIL 4' PERIMETER EDGE ZONE 8d COMMON @ 6" O.0 8d COMMON @ 6" O.C. SEE NOTES: 13 W A poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs 9). CATHEDRAL CEILING ASSEMBLY: o Where a ridge is to be used as a structural beam, the rafters shall either be notched and BLOCKING TO: EACH TOE @ „ @ SEE NOTES: 1 ( BOTH FIELDS) to be minimum 3-1/2 inch thick. ,All fill to be compacted to 95% relative density with g 3 - 16d COMMONINTERIOR ZONE 8d COMMON 6 O.0 8d COMMON 12 O.C. NOTE: 2 FOR PANEL FIELD 6" maximum lifts (layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL along the open ceiling part of the building. Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4" O.C. 8d COMMON @ 4" O.C. SEE NOTES: 1,3 6). Crawl spaces to be provided with a minimum 18"x24" access opening. Install one attached with the above requirements. TO BEAM 3 - ibd COMMON JOIST NAIL W 8x16 cast iron foundation vent for every 150 sq. ft. of area. NOTES JOIST ON LEDGER PER TOE DECK AND COVERED PORCH NOTES: TO BEAM 3 - 8d COMMON JOIST NAIL 7). Dampproof exterior of foundation with bituminous coating as required by current THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. N.Y.S. Residential Construction Code. A 6-mil polyethylene film shall be applied over 1). Unless otherwise noted, all framing material to be #1 ACQ pressure treated lumber. BAND JOIST PER END All fasteners, hangers and anchors to be alvinized or stainless steel. 3 - 16d COMMON ,~[O the below grade portion of exterior walls prior to backfilling. g g TO JOIST JOIST NAIL 1). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, U BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. F" 8). Drainage as required b current N.Y.S. Residential Construction Code. 2). Girders for deck joists to be bolted to each post with washers and nuts. 2 - 16d COMMO m g q y Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE: 1 .-+ U FRAMING NOTES g F SHEATHING.I N 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. into concrete with a minimum 1/2 dia x 7 long anchor bolt with washers and nuts. For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches o.c. 1). All framingtechniques and methods as prescriptive design of current SBC High Wind NAIL NAIL q P P g g 3). Posts supporting girders shall be anchored to a 12"x12"x12" thick concrete footing. JOINT DESCRIPTION QTY. SPACING 3). Tabulated 4 inch o.c. nail spacing assumes sheathing to rafter/truss framing members with G>0.49. For Edition Wood Framing Construction Manual. Use a minimum 1/2" dia x 8" long anchor bolt with washers and nuts. Footings Shall be 3 ft. below grade. Porches with covered roofs shall have 12" dia. concrete piers for the girders. STRUCTURAL PANEL gd AS PER TABLE 3.8 framing members with 0.42<G<0.49, the nail spacing shall be reduced to 3 inches o.c. 2). Unless otherwise noted, all framing and structural wood material to be #2 + BTR. WFCM - SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: Douglas Fir. 4). Deck joists to have blocking at 8'0 o.c.. CEILING S H EATH I N G: NAIL SPACING NAIL SPACING AT INTERMEDIATE SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES o 3). Floors, walls, ceilings and rafters to be spaced at 16 inches o.c. unless noted 5). A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL N v JOINT DESCRIPTION TY SPACING SEE NOTES: 1, 3 BOTH FIELDS `'' 4 s~ o otherwise. Ledger to be fastened to building with 1/2" dia. bolts with washers and nuts Q 4' EDGE ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 12" O.C. ( ) rn +; where needed. GYPSUM 7" O.C. EDGE NOTE: 2 FOR PANEL FIELD o U 4). Unless otherwise noted , all bearing wall headers to be (2) 2x10 #2 + BTR. Doug. Fir. WALLBOARD Sd COOLERS 10" O.0 . FIELD INTERIOR ZONE 8d COTIAMON @ 6" O.0 8d COMMON @ 12" O.C. SEE NOTE: 3 M o Bearing wall headers to have (2•) jack studs and (2) full length studs on each side of all 6). Concrete piers shall be a minimum 6" above grade. openings. LVL headers to have ((3) jack studs and (2) full length studs on each side of WALL SHEATH 1 N GI: C) `-' x o Bearing wall window xills shall also have 2 window sill plates for 2x4 wall NOTES openings. g ( ) P 7). All joists to be supported with hangers and anchors. Each Joist shall also be anchored NAIL NAIL o °' 00 ' openings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and 8'9. Provide fire to girder(s). JOINT DESCRIPTION THESE NOTES ARE ONLY TO BE REFERRED TO 1F MENTIONED IN SCHEDULE NOTES ONLY. � � and blocking where applicable. QTY. SPACING 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL AS PER TABLE 3.9 1). For wall sheathing within 4 feet of the corners, the 4 foot edge zone attachment requirements shall 0 5). All flush beams/headers to be installed with heavy duty galvinized hangers and ) yp g 8d COMMON ) g g qLo anchors where applicable to all connecting joists. PANELS WFCM - SBC be used. PP PLUMBING NOTES 7/16" OSB 3" O.C. EDGE U 6d COMMON 6). Double up floor joists under walls that run parallel to the floor joist and under bathtub . 1). All water supply, drainage and venting to be installed as per N.Y.S. Residential PLYWOOD 6" O.C. FIELD 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to stud framing members with 4 w Floors to have ceramic the installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 7" O.C. EDGE G>0.49. For framing members with 0.42<G<, the nail spacings shall be reduced to 6 inches o.c. P4 5d COOLER:S WALLBOARD 10" O.0 . FIELD on plans. 3). For exterior panel siding, galvinized box nails shall be permitted to be substituted for common nails. 7). Provide 2 - 1-3/4" thick microlams ( height to match floor joists) around stairwell and/o 2)• Verify septic system with the Engineer for Suffolk County Health Department approval. FLOOR SHEATHING other access openings unless otherwise noted (typical). V� 3). If wall studs, plates or joists are cut out during installation for any plumbing related work, NAIL NAIL W provide adequate bracing and plates to protect and secure the structure. Verify with the JOINT DESCRIPTION QTY SPACING 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. Ei p 8). Dormers running up roof rafters are to be supported by double rafters on either side 2).USE SIMPSON HANGERS AND ANCHORS WITH 2-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. p'. . :' ' : • ; where applicable unless otherwise noted. state code and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS 6" O8d COMMON .C. EDGE 3).INSTALL 1-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. U U '•" Ln 1" OR LESS 12 O.C. FIELD Cn 9). Provide blocking/blidging in floor joists at 8'0 o.c.. Use solid blocking in floor joists HVAC SYSTEM NOTES as required by current NYS Residential Code-FIREBLOCKING REQUIRED p' under all bearing walls. 1). Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES: Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) NOTE: and to form an effective fire barrier between stories,and between a top story and the roof space. I ; requirements. Fireblocking shall be provided in wood-frame construction in the following locations. N 10). Provide insulatior baffles at eave vents between rafters. Install draft blocking as THESE NOTES ARE ONLY TO BE RIEFERRED TO IF CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY needed. MENTIONED IN SCHEDULE NOTE'S ONLY. EXISTING CONDITIONS. MINIMUM 3000#CAPACITY. 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor 2). HVAC subcontractor is to fully coordinate all system data and requirements with the P P g P g levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 "• . equipment supplier. feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed 11). Unless otherwise toted, all roofs and walls to have a minimum 1/2" thick, 4-ply Fir 1). Nailing re are based om wall sheathin quirements g SOIL COMPACTION: using parallel rows of studs or staggered studs. p .." , : • " CDX exterior sheathng grade plywood. Plywood to cover over plates and headers. 3). HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6" on-center at the panel edg(e. If wall sheathing I; Contractor and owner for final review and approval. is nailed 3" on-center at the panel edge to obtain higher 1).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, I` TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. drop ceilings and cove ceilings. x p,. 12). Unless otherwie noted use 3/4„ thick T&G PTS Fir or Advantech plywood subfloor shear capacities, nailing requirements for structural REMOVE AND ADD ADDITIONAL FILL AS NEEDED. N.i i' adhered with PL4CD adhesive and screwed to floor joists. Finished floor to be installed ELECTRICAL NOTES: members shall be doubled, or alternate connectors, 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces over subfloor as per manufacture's instructions. such as shear plates, shall be used to, maintain load path. 2)•COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR under stairs shall comply with current N.Y.S.Residential Code. ' ' 1). All electrical to be installed as per N.Y.S. Residential Construction Code. P P DENSITY(PER ASTM D 698 AND ASTM D 1557). COMPACT THE SOIL AT 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of 13). All bathroomwalls to have 1/2" thick moisture-resistant sheetrock. Garage walls and 2). When wall sheathing is continuous over connected TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. flame and products of combustion. ceilings and overfurnace to have 5/8"thick type-x sheetrock. All other parts of building 2). All electrical work shall be approved by a qualified Underwriter. members,the tabulated number of mails shall be permitted 3).DO NOT BACKFILL UNTILL FIRST FLOOR DECK CONSTRUCTION, 5).For the fireblocking of chimneys and fireplaces,as required by current N.Y.S.Residential Code. to have regular 12" sheetrock. All walls to be taped and finished. to be reduced tol - 16d nail per foott. INCLUDING SUBFLOOR,IS COMPLETE. 3). Install Smoke detectors and Carbon Monoxide detectors throughout as required by current 14). All roof Witt a pitch less than 4:12 shall be installed with an Ice &Water barrier or N.Y.S. Residential Construction Code. sg approved equal Flat roofs shall be applied with a Fiberglas base sheet with an EPDM ,c� -�•, torch down typematerial over. e_�t ~ ' t_ IN�C DRAWN: MH/MS 0%,, ,... SCALE: 1/4"=1'-0„ 16). All sill plays and wood in contact with concrete to be pressure treated. Sill plates to ,r • T �'' ,',A '� JOB#: be installed wih a foam sill gasket and cop-r-tex termite shield or approved equal. �p•'r`" '� ;� rav March 09,2016 SHEET NUMBER: