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HomeMy WebLinkAbout41094-Z OfFOL.-coGy Town of Southold 10/2/2018 P.O.Box 1179 co _ 53095 Main Rd vy�oao�� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 39934 Date: 10/2/2018 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 372 North Dr, Mattituck SCTM#: 473889 Sec/Block/Lot: 106.-6-29 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 10/13/2016 pursuant to which Building Permit No. 41094 dated 10/17/2016 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: alterations and additions, including renovation of second floor deck, to an existing one family dwelling as applied for. The certificate is issued to Schultheis,Lee of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 41094 9/25/2018 PLUMBERS CERTIFICATION DATED 9/28/2018 ark Baxter o ed Signature guFwc,r� TOWN OF SOUTHOLD BUILDING DEPARTMENT x 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#: 41094 Date: 10/17/2016 Permission is hereby granted to: Guja, Gary & Deborah 372 North Dr Mattituck, NY 11952 To: make alterations (replace door) to an existing single family dwelling as applied for. At premises located at: 372 North Dr, Mattituck SCTM # 473889 Sec/Block/Lot# 106.-6-29 Pursuant to application dated 10/13/2016 and approved by the Building Inspector. To expire on 4/18/2018. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $200.00 CO -ALTERATION TO DWELLING $50.00 Total: $250.00 Buil ing Inspe Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of I%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property 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. New Construction: Old or Pre-existing Building: (check one) Location of Property: I V o ri-K- D 2 M ck House No. Street Hamlet Owner or Owners of Property: Gee. s4_ o C, V.�r ee, Suffolk County Tax Map No 1000, Section Block Lot Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ �/;,-F44 A cant nature pF SO(/��,ol Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G Q Southold,NY 11971-0959 �� • ao roger.richert(aD-town.Southold.ny.us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Lee Schultheis Address: 372 North Dr City: Mattituck St: New York Zip: 11952 Budding Permit* 41094 Section: 106 Block 6 Lot. 29 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Buchner Electric License No: SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor 1 st Floor Pool New Renovation 2nd Floor X Hot Tub Addition X Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 1 Ceiling Fixtures 1 HID Fixtures Service 3 ph Hot Water GFCI Recpt 2 Wall Fixtures 2 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 6 CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt 30a Emergency Fixtures Time Clocks Disconnect Switches 6 Twist Lock Exit Fixtures TVSS Other Equipment- "Master bath addition" 1-bath fan Notes* Inspector Signature: — Date: September 25 2018 81-Cert Electrical Compliance Form.xls o ' tf so ID Town Hall Annex Tel 631) 5-1802 54375 Main Road SEP 2 Va 765-9502 P.O.Box 1179 • '1 Southold,NY 11971-0959 ; BUILDING DEPARTMENT TOWN OF SOUTHOLD 3 ! 1 i ct i CERTIFIC.ATI-O-N, i i Date,• a . 1 Building Permit No. I c Owner: (Freese pr'--t�---------- - -- - _-_..._Plumber: (Please print) 1 I certify that the solder used in the water supply system contains Iess than 2/10 of 1% lead. (Plumbers Signature)-- Sworn to before me this a day o ::nt , 20 L CONNIE D.BUNC, Notary public,State of Ne,,, No.01 BU618505f Qualified in Suffolk Co Notary Public, • ; _LountY' Commission Expires APS� t4 aflflZp 1 i i 3 i i • I SOUI�� c0UNT1 TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] OUNDATION 2ND [ ] INSULATION [ CFR=AMINSTRAPPIN [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL REMARKS: F © __V_ DATE 14 INSPECTOR SOUTyo • �o toUNi 1,N TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPEC ION [ ] FOUNDATION 1ST [ ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FI E SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRI AL (FINAL) R ARKS: 1 V�-v (off DATE INSPECTOR OF SO(/ryolo cOUM'10 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 'INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE � ( INSPECTOR c SOUTho ti0 H O i �olc OUMY,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] UGH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING / STRAPPING [ XIN [ ] FIREPLACE & CHIMNEY [ AFETY INSPECTION FIRE RESISTANT CONSTRUCTION [ ISTA PENETRATION [ ] ELECTRICAL(ROUGH) [ ] ELECTRI AL (FINAL) REMARKS: 0 1< DATE �� �� INSPECTOR 1... pF SOUI�,olo # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION a [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ _ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE INSPECTOR � �o�aOF SOUIyOIo # # TOWN OF SOUTHOLD BUILDING DEPT. cou766.1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING jvolrFINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ]-CODE VIOLATION [ ] CAULKING REMARKS: Y �v AM*-C . DATE Z�' INSPECTOR � s FIELD INSPECTION REPORT DATE COMMENTS ' b FOUNDATION(IST) H -------------------------------------- FOUNDATION -----------------------------------FOUNDATION (2ND) O IMP RNA &VAWA-A ROUGH FRAMING& ° PLUMBING H 1 V l� �'r�:F�✓l U.i � .c+1GTi'�i �n a� INSULATION PER N.Y. STATE ENERGY CODE ✓� dM FINAL ADDITIONAL COMMENTS 10-1 _ 1 341, al [Ld ice CQaA& (iaa f L 1 x , d b H 1 i ,y TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applymg9 ThWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL:(631)765-1802 Planning Board approval FAX:(631)765-9502Survey SoutholdTown.NorthFork,net PERMIT NO. to ` Check Septic Form NY.SDEC Trustees C.O Application Flood Permit Examined 20 Single&Separate Storm-Water Assessment Form IT Contact: Approved 20 Mail to- Disapproved �7 Phone® (— Q-321— 1 Expiration �rio� 20 UBuil OCT 13 2016 APPLICATION FOR BUILDING PERMIT Date /0 / ,20_&_ / BUMD,NG DT,?T- INSTRUCTIONS f T® 'F i UWQ04UST be completely filled in by typewriter or m ink and submitted to the Building Inspector with 4 se o plans,accurate plot plan to scale Fee according to schedule b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant.Such a permit shall be kept on the premises available for inspection throughout the work e No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an 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, d regulations,and to a t authorized inspectors on premises and in building for necessary inspections / 1 (Si a of applicant or name,if a corporation) s s aaA ME, 6��� (Mail addres f applicant) U / State whether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder Name of owner of premises (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. t/1. Location of land on whic)�proposed wo will b done: 3'pt ►� n �►� &K . Nye House Number Street ] % Hamlet C� /County Tax Map No. 1000 Section Block b 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 b. Intended use and occupancy 3. Nature of work(check which applicable):New Building Addition Alteration_ Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If 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 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 12.Does proposed construction violate any zoning law,ordinance or regulation?YES NO 13.Will lot be re-graded?YES NO Will excess fill be removed from premises?YES NO I43. - .Names of Owner of premises Address Phone No. Name of Architect Address Phone No Name of Contractor Address Phone No. / 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland?*YES NO ✓ *IF YES,SOUTHOLD TOWN TRUSTEES&D.E.C.PERMITS MAY 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. TATE OF NEW YORK) SS: COUNTY OF ) being duly swom,deposes and Ws�he hcant (Name of individual signing contract)above named, Notary Public,State of New York No.01 BU6185050 (S)He is the Qualified In Suffolk County (Contractor,Agent,Corporate Officer,etc.) Commission Expires April 14,2 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. orgi to before me thi day of 201G— ` t� Notary Pu is Signature of Applicant ho�*pE SO�ryolo Town Hall Annex Telephone(631)765-1802 ,k 54375 Main Road cn 1 r0r P.O.Box 1179 Q • �o Southold,NY 11971-0959 O IyCOU '� F E8 1 4 2017 BUILDING DEPARTMENT ELUDING DEITY. TOWN OF SOUTHOLD TOUM OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: zeef' S'6�J Date: / 7 Company Name: 61 -P,(eoC' Name: License No.: Address: Phone No.: (3(- ;e3o " 773y JOBSITE INFORMATION: (*Indicates required information) *Name: zzc' SGA-u f S *Address: 374 KW4— %6 M-Ri464e- ,N 11 IS,;L-- *Cross Street: 90_44Vj, Iffic *Phone No.: 4077 1-,�3gt- Iq Permit No.: q(ogq Tax Map District: 1000 . Section: -/o(, Block:. Lot:A:2 q *BRIEF DESCRIPTION OF WORK (Please Print Clearly) n aA '90\10- M1 i`�1 °n-• • (Please Circle All That Apply) *Is job ready for inspection: YE / NO Rough I Final *Do you need a Temp Certificate: YES NO Temp Information (If needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION riv 82-Request for Inspection Form �� ro To Town of Southold Building Dept.: Re:372 North Drive- Mattituck, NY 11952 As the current owner of the house at 372 North Drive in Mattituck, I hereby authorize Lee Schultheis to submit an application for a Building Permit for these premises as a "Contract Vendee". Mr.Schultheis has entered into a contract to purchase this property, but the transaction has not yet closed. Sincerely, Gary Guja Date: re 1 sib gtv- P�-� `�-- %1D y D APR - 6 ��18 TOWN OF SOUI'HOLD S C T M NO DISTRICT 1000 SECTION 106 BLOCK 6 LOT(S)29 +J E%19TINC W00D Q J WALK IX O IJ Plev HO7 =S 89"46'00" E 8 r r 79.67 9,B 7, STORAGE SHED 6'STOCKADE FENCE B Z'.d 2' 381.21 _ • Li 1 1O fi'STOCKADE FENLE � I M 0 141 6' TIMBERS LZ c5 a a ,90E m i r r m ger 2 STY FRAME W O W r E BRICK WALK DWELLINGS 0 3 u% r – TAL IDWETIANO LINE •L b S AS FLAGGED BY Y f r HI J G 3 PHILIP ANDERSEN p 19 NOV 21,2007 ip TIM ® .9 Ble CONC SLK ECK WWALL NE BECK m N Z - CRNBµEO 5S0 _ .OBI W 15' ROW ^= s3yM°�Hb N \ y N 2BB 00' n E ca 7'PICKET FENCE 0/L ,�• /-- E� F N 89'44'02" W 35200 wooD e uD �� z H THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS AREA 31,984 SOFT OR 0 73 ACRES ELEVATION DATUM ------------------------- UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE THE OFFSETS OR DIMENSIONS SHONN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES,ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY SURVEY OF P/0 LOT K CERTIFIED TO LEE SCHULTHEIS, MAP OF SHORE ACRES FIDELITY NATIONAL TITLE INSURANCE FILED JANUARY 3, 1914 No 41 SERVICES LLC SITUATED AT MATTITUCK TOWN OF SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK �/ ��y Professional Land Surveying and Design P 0 Bax 153 Aquebogue, New York 11931 FILE N25-03 SCALE 1"=40' DATE MARCH 16, 2005 PHONE(831)288-1588 FAX(831)298-1588 FIELD INSPECT AND UPDATE SURVEY 10-05-16 N YS LISC NO 050882 m,lnt,lning Lhe retard,of Robert J.11--y B K,—, M Woy,hMY SOUNDVIE W HEATING AND AIR CONDITIONING,CORP. REBATES Utility companies and 585-8 North Bicycle Patht manufacturers are continuously �12L`S0UNDVIEW changing requirements for issuing Port Jefferson Station New York 11776 74 Heating&Air Conditioning rebates to customers Soundview Heating and Air Conditioning, Phone:631-209-1744 Fax:631-828-6086 Corp will assist to expedite the rebate process but will not be held Email:mfo@soundviewhvac com Website: www soundviewhvac corn responsible for rebate payments or alterations to qualify for Proposal submitted to: Proposal Date January 27,2017 rebates Once paper work has Lee Schultheis Installation Date been submitted it can take Customer Billing Address E MAIL ADDRESS Ischlths@hotmail com anywhere from 10 to 12 weeks before payment is received All Street 372 North Drive Estimated By listed rebates are offered in good City,State,Zip Mattituck,NY 11952 1 John Celentano faith. Initial: Home Phone Cell Phone (207)232-1984 Work Phone Fax Job Location(If Different) MASONRY CHIMNEYS: Please be aware that the way in Street last house from 372 mailbox which a masonry chimney is City,State,Zip constructed has a direct effect on whether or not a liner can be NEW EQUIPMENT installed in a chimney. The intenors of chimneys can have offsets and TYPE UNITS MAKE MODEL DESCRIPTION jagged edges that can obstruct the liner installation Unfortunately,until Condenser 1 LENNOX 14ACX-048-230 MERIT SERIES 4 TON 14 5 SEER our installers actually attempt the installation we cannot make a 1 FUJITSU AOU18RLXFZ 18 K 16 SEER DUCTLESS HEAT PUMP CONDENSER determination as to whether or not the liner will fit. We will make every effort to install the liner as planned. However,in the event a problem Heat Pump arises we will immediately bring it to your attention,and we will need to decide aftemalive solutions at that time Soundview Heating and Air Conditioning,lnc assumes no liability for masonry chimneys. Evap Coll or A/H 1 LENNOX CBX27UH-048 ELITE SERIES 4 TON AIR HANDLER Initial: OWNERSHIP It is agreed and understood by the parties that all equipment and Furnace parts which are sold pursuant hereto shall not become fixture or part of the real estate where they are placed.Said parts and equipment shall at all times Boller/Water Heater remain personal property and the title thereto shall remain personal property and the title thereto shall remain in the possession of the seller until payment in full is received. Buyer hereby agrees REFRIGERATION PIPING AND DRAINS that all parts and equipment may TYPE UNITS/FT DESCRIPTION be repossessed in the event of Refrig Piping 65 INSULATED COPPER REF PIPING 7/8"AND 3/8" non-payment Reclaim Charge Flush Charge RETAINAGE $200 Drain 60 PVC DRAINS PIPING 3/4 INCH If weather conditions do not permit start-up on completion,or 1 SHEET METAL EMERGENCY DRAIN PAN W/SWITCH if final inspection has not been obtained,customer may elect to hold amount listed above until day D114 2 1 Pa 1 f FEB 1 4 2017 BUILDING DEPT. TOWN OF SOUTHOLD REScheck Software Version 4.6.1 Compliance Certificate D Project Proposed Addition D Energy Code: 2010 New York Energy Conservation DEC ` 8 2016 Location: Suffolk County, New York Construction Type: Single-family Project Type: AdditionINGDEPrr T�X� Climate Zone: 4 LTfi& ) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 372 North Drive Schultheis Residence Norman C. Lok, P.E. Mattituck, NY 11952 Compliance: 2.6%Better Than Code Maximum UA: 39 Your UA: 38 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies a • Wall 1: Wood Frame, 16" o.c. 310 13.0 1.9 0.070 19 Window 1:Vinyl/Fiberglass Frame:Double Pane with Low-E 32 0.340 11 Ceiling 1: Flat Ceiling or Scissor Truss 180 21.0 0.0 0.047 8 Compliance Statement.�The proposed building desig;9 described here is consistent with the building plans,specifications, and other calculations submitted with the permit application,:The proposed building has been designed to meet the 2010 New York Energy Conservation Construction Code requirements insREScheck Version 4.6.1 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title _' Signature Date sir � WI riQf Me • � tkf� 'I�y�' � ' t s � ES$10N�'�" u JA Project Title: Proposed Addition Report date: 11/17/16 Data filename: C:\Users\NORMAN\Documents\REScheck\16-292.rck Page 1 of 6 : REScheck Software Version 406.1 Inspection Checklist Energy Code: 2010 New York Energy Conservation Construction Code Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section Plians-Vekfied field Verified # PreTlInspection/Pian Review: Cdrr'Plies? •Comments/Assn mptions Cx:ltet�:i�b Vaiue Value 103.2 ,Construction drawings and ;,,,,^ ; ❑Complies [PR111 !documentation sufficiently ;u ;°, , ❑Does Not ;demonstrates energy code f❑Not Observable ` compliance for the building ;,: envelope. ;❑Not Applicable 103.2, Construction drawings and N ❑Complies ' 403.7 !documentation sufficiently ❑Does Not ; [PR3)1 ;demonstrates energy code ❑Not Observable ;compliance for lighting and !mechanical systems. Systems ❑Not Applicable ;serving multiple dwelling units F- - ;must demonstrate compliance x' ;with the commercial code. 403.6 ;Heating and cooling equipment is, Heating: Heating: ❑Complies CPR232 ;sized per ACCA Manual S based Btu/hr Btu/hr '❑Does Not on loads per ACCA Manual J or ' Cooling: Cooling: []Not Observable other approved methods. ; Btu/hr Btu/hr ❑Not Applicable 3 I t f t Additional Comments/Assumptions: 111 High Impact (Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Proposed Addition Report date: 11/17/16 Data filename: C:\Users\NORMAN\Documents\REScheck\16-292.rck Page 2 of 6 20110 Nem, York Foundation Inspection Coevmplie5? Comments/Assumptions 30121. Exposed foundation insulation ❑Complies [FOI1]2 ;protection. ❑Does Not ❑Not Observable ❑Not Applicable ° 403,$ Snow melt controls. ❑Complies [FO12]2 ❑Does Not 3 ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Proposed Addition Report date: 11/17/16 Data filename: C:\Users\NORMAN\Documents\REScheck\16-292.rck Page 3 of 6 Section Plans Veriflod Field Verified. Framing Rough4n Inspection ValueComplies? CommentslAssumptions , Value 402.4.4 Fenestration that is not site built E]Complies [FR20]1 its listed and labeled as meeting 'E]Does Not !AAMA/WDMA/CSA 101/i.S.2/A440 i []Not Observable ;or has infiltration rates per NFRC :400 that do not exceed code EINot Applicable ;limits. 4102.4.5 IC-rated recessed lighting fixtures ElComplies [FR16]'2 sealed at housing/interior finish 'E]Does Not and labeled to indicate&It;= 2.0 cfm leakage at 75 Pa. 'E]Not Observable EINot Applicable 403.2.2 ;All joints and seams of air ducts, 'ElComplies [FR13]1 !air handlers,filter boxes, and fElDoes Not !building cavities used as return EINot Observable 'ducts are sealed. 'EINot Applicable 403.2.3 Building cavities are not used as E]Complies CFR15]3 ducts or plenums. EDoes Not 'E]Not Observable ,E]Not Applicable 403.3 "HVAC piping conveying fluids R- R- ElComplies WR1712 above 105 9F or chilled fluids ElDoes Not below 55 9F are insulated to R-3. EINot Observable EINot Applicable 403.4 Circulating service hot water R- R- ElComplies (FRI812 Opes are insulated to R-2. 'E]Does Not 'E]Not Observable E]Not Applicable 403.5 Automatic or gravity dampers are E]Complies 0,1912 installed on all outdoor air ElDoes Not intakes and exhausts. 'E]Not Observable '[:]Not Applicable Additional Comments/Assumptions: 11 High Impact (Tier 1) 12 J Medium Impact (Tier 2) 13 1 Low impact(Tier 3) Project Title: Proposed Addition Report date: 11/17/16 Data filename: C:\Users\NORMAN\Documents\REScheck\16-292.rck Page 4 of 6 2Q1a New tpork Insulation Inspection Complies? CornmaentslAssurnptions Energy 303,1 All installed insulation labeled or ❑Complies [IN13J2 installed R-values provided. ❑Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 1High Impact (Tier 1) 2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Proposed Addition Report date: 11/17/16 Data filename: C:\Users\NORMAN\Documents\REScheck\16-292.rck Page 5 of 6 Section ,. " Pians.Verified •. Fieid•Verified Fgnai inspection F►roWsiohs _ Complies? - C6inmentslAsseamptions: & Recq.i) A ValueValue 402.4.2, ;Building envelope tightness ACH 50 = ACH 50 = ❑Complies 402.4.2.1 ;verified by blower door test result ;❑Does Not [FI17]1 ;of&lt;7 ACH at 50 Pa.This ;❑Not Observable ` requirement may instead be met ; :via visual inspection, in which ❑Not Applicable ; i case verification may need to ;occur during Insulation Inspection. 403.2.2 ;Duct tightness via post- cfm cfm ,❑Complies [FI4]1 !construction with maximum ❑Does Not ; ;leakage of 8 cfm to outdoors, or ❑Not Observable ;12 cfm across systems. For ;rough-in tests,verification may ;❑Not Applicable I need to occur during Framing ;Inspection,with maximum leakage of 6 cfm across systems ;and 4 cfm without air handler. 403.1.1` Programmable thermostats .''� ' ❑Complies [FI9]2 #installed on forced air furnaces. ;' {❑Does Not ;❑Not Observable )❑Not Applicable 403.1.2 1Heat pump thermostat installed - ❑Complies [FI30]2` on heat pumps. f, ❑Does Not )❑Not Observable ` `"EINot Applicable 403.4 ,,Circulating service hot water ;s. = i❑Complies [FI11]2 =systems have automatic or "El Not accessible manual controls. I " a , s .: ,.. '❑Not Observable „ ❑Not Applicable 4Q13` Compliance certificate posted '❑Complies (F1712 ❑Does Not ❑Not Observable - ' ",iE]Not Applicable 3033 :Manufacturer manuals for -, ' ` TIComplies [FI1$]3 ' :mechanical and water heating 30Does Not equipment have been provided.r � .. T� }❑Not Observable ' E,❑Not Applicable Additional Comments/Assumptions: 1 lHigh Impact (Tier 1) 2Medium Impact(Tier 2) [3• Low Impact(Tier 3) Project Title: Proposed Addition - Report date: 11/17/16 Data filename: C:\Users\NORMAN\Documents\REScheck\16-292.rck Page 6 of 6 t ,^ .,&C 2010 New York Conservation �jr Energy Construction Code Energy Efficiency m Certificate m Above-Grade Wall 14.90 Below-Grade Wall 0.00 Floor 0.00 Ceiling / Roof 21.00 Ductwork (unconditioned spaces): Window 0.34 Door 0 i f• � � � Heating System: Cooling System• Water Heater: Name• Date: Comments REScheck Software Version 4.6.1 Compliance Certificate Project Proposed Addition Energy Code: 2010 New York Energy Conservation Location: Suffolk County, New York Construction Type: Single-family Project Type: Addition Climate Zone: 4 Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 372 North Drive Schultheis Residence Norman C. Lok, P.E. Mattituck, NY 11952 Compliance: 5.6%Better Than Code Maximum UA: 36 Your UA: 34 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Wall 1:Wood Frame, 16"D.C. 310 13.0 1.9 0.070 - 20 Window 1:Vinyl/Fiberglass Frame:Double Pane with Low-E 19 0.340 6 Ceiling 1: Flat Ceiling or Scissor Truss 180 21.0 0.0 0.047 8 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications, and other calculations submitted with the permit application.The proposed building has been designed to meet the 2010 New York Energy Conservation Construction Code requirements in REScheck Version 4.6.1 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date E FN ,L, Q AN 1-Q a � r0� i ip�oA� 89 ESSt Project Title: Proposed Addition Report date: 10/27/16 Data filename: C:\Users\NORMAN\Documents\REScheck\16-292.rck Pagel of 6 REScheck Software Version 4.5.1 Inspection Checklist Energy Code: 2010 New York Energy Conservation Construction Code Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section -;- ':. Plans Verified . . :Field Verified #' Pre-Inspection/Plan 9eview Complies?- Comments/Assumptions &'RegJEk Value Value 103.2 :Construction drawings and �'; „ El Complies [PR1]1 ;documentation sufficiently € El Does Not demonstrates energy code r ;compliance for the building i -` -� ❑Not Observable =envelope. ;❑Not Applicable 103.2, ;Construction drawings and ;>' ❑Complies 403.7 )documentation sufficiently �❑Does Not [PR3]1 ;demonstrates energy code ? N ❑Not Observable ;compliance for lighting and r• . ;mechanical systems.Systems ` s❑Not Applicable ;serving multiple dwelling units ; must demonstrate compliance ;with the commercial code. ` 403:Fi' 'Heating and cooling equipment is Heating: Heating: ❑Complies jPR2]? ;sized per ACCA Manual S based Btu/hr j Btu/hr ❑Does Not on loads per ACCA Manual J or Cooling: Cooling: []Not Observable )other approved methods. Btu/hr Btu/hr ❑Not Applicable Additional Comments/Assumptions: 11 High Impact (Tier 1) '12'1 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Proposed Addition Report date: 10/27/16 Data filename: C:\Users\NORMAN\Documents\REScheck\16-292.rck Page 2 of 6 2010 New ,"" --'F6qftdiiIoi(In8pe Inspection 6S7 Commen WAssurrptions, _Energy 3P3 21_ :;Exposed foundation insulation ElComplies protection. F-]Does Not FlNot Observable: UNot Applicable 401.8, I'Snow melt controls. ElComplies WO12,12" 0Does Not MNot Observable 'EINot Applicable Additional Comments/Assumptions: I I High Impact(Tier 1) J.-2-]Medium Impact(Tier 2) 3 Low impact(Tier 3) J Project Title: Proposed Addition Report date: 10/27/16 Data filename: C:\Users\NORMAN\Documents\REScheck\16-292.rck Page 3 of 6 Plans Verified .4.y"Fieli Verified` :# Framing%-Rough-In;Inspection Complies?' , Comments/Assumptions &'Req'.ID= a Value Value 402.4.4 ;Fenestration that is not site built xxv xx r- r<i I❑Complies , [FR20]1 ;is listed and labeled as meeting ❑Does Not AAMA/WDMA/CSA 101/i.S.2/A440 €.-i`.` rf' ',®s �.;``' �` :,Aq ; or has infiltration rates per NFRC .P="-: - ?; ❑Not Observable t< r: '" { ' a' r. A, : u <. ' ,;;�. , :�::�,❑Not Applicable 1 400 that do not exceed code . limits. : . �• '4:• d.Ys>;.;, , ,° s,.;j 402.4:5 SIC-rated recessed lighting fixtures;"; "' ' '" z•:',:<. " .,x ',f' '',"- ❑Complies ,isealed at housing/interiorfinish ❑ ` ,i Does Not •and labeled to indicate&It;= 2.0 t [:]Not Observable ' cfm leakage at 75 Pa. t s' ; •v, ❑Not Applicable 403.2.2 ;AII joints and seams of air ducts, `: .a 'bN ~; .syT"-"I'�'I11Complies [FR13]1 l air handlers,filter boxes, and ❑Does Not building cavities used as return e,. , ' C I ❑Not Observable ;ducts are sealed. = ,J❑Not Applicable 403.2,43 ;Building cavities are not used as i•r, r .• j❑Complies [FR15]3� =ducts or plenums. ? '`` ,{❑Does Not r ; y:;,•. ;: ❑Not Observable ` ❑Not Applicable 403:3" HVAC piping conveying fluids R- R- ;❑Complies [FR17.]2,­!above 105 V or chilled fluids :❑Does Not =jbelow 55°F are insulated to R-3. ❑Not Observable ;j ;❑Not Applicable E 4034 j Circulating service hot water R- R- ;❑Complies [FFi18]?r jpipes are insulated to R-2. ?❑Does Not ❑Not Observable , i ❑Not Applicable 4b3:51`•`•' "Automatic or gravity dampers are �, ;„, `y,..,,,''.,���,;,.� :°�. �;V:'.;�',.;�❑Complies [ER]9]2'` , installed on all outdoor air [. r' °;,.W 'N" Does Not ; intakes and exhausts. , ❑Not Observable J❑Not Applicable Additional Comments/Assumptions: 111 High Impact (Tier 1) 2• Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Proposed Addition Report date: 10/27/16 Data filename: C:\Users\NORMAN\Documents\REScheck\16-292.rck Page 4 of 6 ...... 2010.New "-J insulation Inspection Complies? 6ninients/A llileg? ssumpttons ,-.0"'ergy, s. 3611 jAll installed insulation labeled or IOComplies (IN 1 1 3]2 installed R-values provided. ;E]Does Not 'F-JNot Observable: iE]Not Applicable Additional Comments/Assumptions: 11 1High Impact (Tier 1) — I 2,,IMedium Impact(Tier 2) --T�TLoWlrnpact(Tier 3)__j Project Title: Proposed Addition Report date: 10/27/16 Data filename: C:\Users\NORMAN\Documents\REScheck\16-292.rck Page 5 of 6 �:�ieldz,Ve"rifiect-,:` ";# Fin l_Inspectian,Provisions, .".` "Complies? Ccirrmme6is Assumptions, UaEue Value :.. a z, 402.4.2, :Building envelope tightness ; ACH 50 = ACH 50 = ;❑Complies 402.4.2.1 ;verified by blower door test result; r❑Does Not [FI17]1 !of&It;7 ACH at 50 Pa.This t r ;requirement may instead be met ; ;❑Not Observable :via visual inspection, in which i '❑Not Applicable { ;case verification may need to occur during Insulation ; Inspection. 403.2.2 Duct tightness via post- cfm cfm ;❑Complies [FI4]1 !construction with maximum 1❑Does Not !leakage of 8 cfm to outdoors, or ;12 cfm across systems. For ,❑Not Observable ' rough-in tests,verification may E ;❑Not Applicable need to occur during Framing Inspection,with maximum Sleakage of 6 cfm across systems ;and 4 cfm without air handier. 403't1 ?#Programmable thermostats ! E„ . ' .' '`'' -" '.;°,, ,"c" ,;❑Complies installed on forced air furnaces. x'4 a-s _ =❑Does Not v ' ` ;< H'„«=>;• y �,£” z;;❑Not Observable .<,,:,::s E €: ❑Not Applicable 40A.2, `3;Heat pump thermostat installed °, ❑Complies "x• "?. ..., , [FI10]2 ~' )on heat pumps. ° -'�,:w.;n.: .u: , ; .� "" ❑Does Not r ..::< .. ,<..:was'•«° 'a ?. .g<: ::;. <' •; � :,.: .. ,,_, ❑Not Observable i, �� .�;� i-.�: �;�:� �€,�• ❑Not Applicable •.. . M^ .; ,�.4. ❑Com lies 403.4;T'='"£.,Circulating service hot water €�.����° '°»�, °.:�'�"a<�-;s��, 'a °_ ��&�,�. P ' systems have automatic or r ;' ' ,? 6'� ;; m' y4>>,' � ` ❑Does Not ." €accessible manual controls. Y✓ "'" � '. "'�]❑Not Observable "z,w rx,:i;f'4�,d��'z"y�`%Il'>,�r: ln i �"��,�` ®i•.w '�1 ❑Not Applicable t,R,',. r ,u..: ' ❑Com lies '40'1•:3` ..,Compliance certificate posted. i `: p `•�" �" ❑Does Not �.''•a:' .�a i'.-i�E..`3,, £.;fi?`ga�.'�. s�,'r.�<wsPr's�".�'k:.`.;. ❑Not Observable .;}❑Not App licable 3013': `�'`'Manufacturermanuals for "`s ..;• ~- `'`:-' s'&' �°s' whe ',❑Complies s' mechanical and water heatin ;`' ga ' I❑Does Not { (:<•; � :.3C^ly%w.b..'` e'ir F.,r�k,"a;Yinr°A�F?y: �' q equipment have been provided. R -~= •< ; ii aE. '�"•`' �'• Not Observable °>at'F;:.�:�i• `: 3`.'�k'';�4��.:xsi;k: ?.,y�•s vv�,"v"<t, ;-.�' ❑ , ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2.; Medium Impact(Tier 2) 3i Low Impact(Tier 3) Project Title: Proposed Addition Report date: 10/27/16 Data filename: C:\Users\NORMAN\Documents\REScheck\16-292.rck Page 6 of 6 2010 New York Energy Conservation Construction Code ffi Energy ency Certificate Above-Grade Wall 14.90 Below-Grade Wall 0.00 Floor 0.00 Ceiling / Roof 21.00 Ductwork (unconditioned spaces): Window 0.34 Door Heating System• Cooling System• Water Heater: Name: Date: Comments ARRR VEDAS NOTE® �c)�.'�I�+,_�, ° y;-�,l ;�L CODES OF DATA B.P.# C� `�lE\"\/ C,,=;l< STATE: & TOWN CODES AS REQUR,ED����r� I��I' lOfJS QF FEE. Q BY: NOTI Y BUILDING DEPOMENT AT g�U CI n 765-1802 8 AM TO 4 PM FOR THE Q01 17,I JI L,TGIt,',l PLA4 ®ARD FOLLOWING INSPECTIONS: "" 1. FOUNDATION - TWO REQUIRED �- IUB"' TRUSTEES FOR-POURED CONCRETE Y pRL 2. ROUGH - FRAMING & PLUMBING �- 3. INSULATION 4. FINAL - CONSTRUCTION.MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS r EW /ZI �Q= ///Zaraad Z� YORK (GW5sIDIOT RE I 13LE FOR ii� Q=l DESIGN ORCOi�STRM8° b , ��� ~N SHEAR PLY R-13 BATT // avE(E7 suoe+ INSULATION , / e�vcE ve P.i saes ansniec�iam�cnExniPooP (N)VAPOR BARRIER \, / AS REO'D (E)HEADER Z r NP , PROPOSEDELEVATION NAILING FIN, }¢"SHIM SPACE* Z W _Nyfilk 1.PAJNTED CASING W MTL DRIP EDGE ®OPENINGS(TYP) (HEAD FLASHING) jr 4V J W W EXTERIOR INTERIOR , O O m Q —� swmio eE 1 P9d0VEDaPQiACmW MTL DRIP EDGE (E)F F @ (HEAD FLASHING) INTERIOR 1 (E)FF®DECK NAILING FIN,TYP \�• lD saeasiPee n NG ELEVATION w } (N)VAPOR BARRIER /J� cl z AS REQ'D I (E)F J (N)2X WOOD SIDING 7O MATCH(E)(TYP) = Y SHEAR PLY 1� PLY .SHS (N)VAPOR BARRIER 1X CASING TO PLY AS REQ'D O t: MATCH(E)(TYP) z \ (E)DBL TOPLATE - ^ C INTERIOR - M G SCALE ' -t-LZ Z AS NOTED GYP BD®INT R-1313ATT 2X4TRIMMER 2X4 STUD INSULATION AS REQUIRED (�DOOR HEADER&SILL DETAIL iimiv HII t DOOR JAMB DETAIL re uuCUPA"CY OR USE IS UNLAWFUL tMT OUT CERTIFICATE OF OCCUPANCY -----/� / I OPTIONAL PRIVACY SCREEN / / I m w I �w F- BED2 (E) MSTR BED / I _ I Z ZD / I LL / 0 / (E)2X10RR I---------------- w —— (E)RIDGE —— / � / / I O V� I \ / (N)WDW 2X10 HDR (N)WDW \ (E)2X6 C J I O IFA \ @16"OC O V�F // o / \ DN /(2)2X6X6 TRONG I L U \� -- --- �— --�/ BACKS @14,0C r (E)2X6 C J \ /2 Z @ 16"O C D c� c�`r VIF� (E)2�6C J. @ 1'E SHWR VALVE VIF C (N) MASTER BATH STAIRS (E)WALK-114'\ :O BATH ��\\ I Z CLOSET \ F I N Q \\ \ I ti I M � (N)WDW CABINETS(TYP) \ 12'-0"t \\ I AS NO ED ——————————————————————————————————�———————————————-NJ 1 PROPOSED FLOOR PLAN WALL LEGEND 3/16"=1'-O" ® c HEwHrWn A 1 Q IXIS�INO WALL 5HEAT11I116 TO EXTEND TO TOP Nolling Schedule from Table 3.1, WFGM-2015 LEGEND OF TOP PLATE Joint Description Number of Nails Nall Spacing 46 I®® I I� I` '. - NEW FOUNDATION a /� �� I . - - 6&MTO COMPLY WITH 8702.1, 8702.3, ROOF FRAMING . _ TABLE wloz (2) Rafter to Top Plate (Toe-nailed) (See Table 5.4A) per rafter NEW PARTITION Gelling Joist to Top Plate (Toe-nailed) (see Table 5.4A) per Joist DEFLECTION OF ALL MEMBERS Gelling Joist to Parallel Rafter (Face-nalled) (See Table SAA) each lap EXIST. PARTITION O O Gelling Joist Laps over Partitions (Face-nailed) (See Table SAA) ea. lap 141.6' - / - Ui COMPLIES WITH CLAUSE R301.7 NY5 Collar Tie to Rafter (Face-nailed) (See Table 5.6) per tie DEMOLITION PARTITION -_ -_ _ _ _ _ _27 I - RESIDENTIAL GORE Blocking to Rafter(Toe-nailed) 2-8d each end FOUND. 3; ' I r Rim Board to Rafter (End-nailed) 2-16d each end �-I-# ALL DETAILS ON THESE PLANS WALL FRAMING 5D NEW SMOKE DETECTOR EXI5TIN60• O _ r PROVIDE A CONTINUOUS LOAD PATH. Top Plate to Top Plate (Face-nalled) 2-16d per foot ® HARDWIRED WITH GARAGE t' - +-+-1 Top Plates at Intersections (Face-nailed) 4-16d Joints - each side BATTERY BACKUP CONTRACTOR TO ENSURE FIT OF ALL Stud to Stud (Face-nailed) 2-16d 24"o.c. OSIMPSON CONNECTORS BEFORE Header to Header (Face-nailed) 16d 16"oc. along edges NEW COMBINATION OR Top or Bottom Plate® �Baned) (See Table s 5A) GO/5D 30.8 EXISTING � I O _ � OBTAINING THEM Bottom Plate to Floor Joist, d jolstSEPARATE SMOKE /►n 2 STORY - End Joist or Blocking (Face-nalled) 2-16d per foot CARBON MONOXIDE ® - FLOOR FRAMING ® DETEGTOR(5) HARDWIRED 7 Q FRAME WIENDOW5 TOBE PF-50 I MIN. PER Joist to 5111,Top Plate or 61yder (Toe-nailed) 4-8d per Joist WITH BATTERY BACKUP (� CA TABLE R301.2 (2) NY5 RE51DENTIAL Bridging to Joist (`Toe-nailed) 2-8d each end Jam- i ® ( 1 GORE (page 26) ALSO REFERENCE Blocking to Joist (Toe-nailed) 2-8d each and L.B. NAL,L LOAD BEARING WALL 0 6.0' 0 v 8613.2 i 613.3 Blocking to 5111 or Top Plate (Toe-nailed) 3-16d each block PROPOSED - Ledger Strip to Beam (Face-nailed) 5-16d each Joist T.B.M. TO BE MAINTAINED U) - `(� r ALL R.R. i STUDS TO AL16N TO Jolat on Ledger to Beam (Toe-nailed) 5-8d per Joist SECOND STORY ADDITION 16.6' �V f Bond Joist to Joist (End-nailed) S-16d per Joist® ( m OWISINEWCTPROPER CONNECTION OF H2A ORS Bond Joist to Sill or Top Plate (Toe-nalledp 2 16d per foot ® POST TO BELOW ON--- ROOF SHEATHING p POST FROM ABOVE 153'67 Structural Panels 8d (See Table 5.10) STAIR TREADS TO BE q" PLUS 3 4" ,, r I / Diagonal Board Sheathing 12 o.c. (field) P.T. PRESSURE TREATED l y I I6-1.12' N051N6 MIN. d R15ER5 TO BE MAX. I"xb" or I"xe" 2-8d per support {-{j�G DOUBLE HOT DIPPED +++��R--- I 8-1/4" PER 8311. NOSING 15 NOT I xl0 or wider 5-8d per support _ REQUIRED WHERE THE TREAD DEPTH CEILING SHEATHING GALVANIZED 171.02' 15 A MIN. OF II" Gypsum Wallboard 5d coolers 1" edge / 10" fleld o AAL_SHEATHING Y.I.F. VERIFY IN FIELD, IF GLAZING THAT IS LESS THAN 18" A.F.F. wood Structural Panels 8d (See Table 3.11) DIFFERENT FROM PLAN TO BE TEMPERED SLA55 PER R308.4. 5tuctural Fiberboard Panels CONTACT DESIGN 1/2' Il?a ga1v.roofing nail 5"edge /6"field PROFESSIONAL 25/32" I go ga1v. roofing nail 5"edge /6"field N&� o / 10® 11 r� • ® I ALL INSULATION H HAVE VAPOR Hard o wallboard 5d coolers 11)edge / 10"field P.C. POURED CONCRETE 1(� L Hardboard 8d See Table S.II) BARRIER PAGING HEATED AREA. Particleboard Panels 8d (See Manuf) TEMPERED GLASS REQ'D IF WINDOW Diagonal Board Sheathing n JOIST HANGER W/ REO'D GLASS 15 5'-O" OR LESS ABOVE INV or I"x8" 2-8d per support XXX CAPACITY IN LBS. INTO" or wider 5-8d per support STANDING SURFACE OF TUB/ SHOWER FLOOR 5HEATHIN6 TECO JOIST HANGER W/ 600 LB. Hood Structural Panels TE FLAN WOOD I-JOISTS TO BE INSTALLED IN I"or less 8d Wedge /12" field CAPACITY (MINIMUM) SI ACCORDANCE WITH MANUFACTURER'S greater than I" IOd 6" edge / 12" field T INSTRUCTIONS. INSTRUCTION MANUAL Diagonal Board Sheathing TO BE KEPT AT JOB SITE. I'xb"or I"x8" 2-8d per support �� �� INIV or wider 5-8d par support SCALE 1 = 2O -O NOTE- ALL NAILS 5PECIFIED TO BE COMMON NAILS. ALL BUILT-UP LVL BEAMS MAY BE FROM A SURVEY REPLACED BY 50LID LVL BEAMS OF SITE INFORMATION: THE SAME OVERALL DIMENSIONS. SMOKE ALARMS, CARBON MONOXIDE ALARMS AND CARBON SIMPSON CONNECTORS MAY BE MONOXIDE DETECTORS MAY BE BATTERY OPERATED, SECTION: 106 REPLACED BY EQUIVALENTS. CORD-TYPE OR DIRECT PLUG WHEN INSTALLED IN BUILDINGS BLOCK: 25 WHERE EXISTING INTERIOR WALL AND CEILING FINISHES ARE LOT: 4MULTIPLE SGL BEAMS (MIGROLAM NOT REMOVED PER EXCEPTION TO 8314.6 i 8315.5 ZONE: R-40 ETGJ TO BE ASSEMBLED i INSTALLED REQUIREDPROVIDED PER MANUFACTURERS LOT AREA: 40,000 s.f. 31,g87.6s.f. 11 4" V.T.R. SPECIFICATIONS. 10,/28/16 ' I FOR FILING LOT AREA OCCUPIED: s.f. 2,366.15.f. I DATE: ISSUE NO. DESCRIPTION % OCCUPIED: 20% 7.5% FRONT WIDTH: 150' bg.6o' r _ STATE OF NEW YORK PLAN REQUIREMENTS: 5" V �- I \ CODE ANALYSIS CONTRACTOR SHALL VERIFY SIDE YARD: IS 10.1 / 20 _ - r I 1 � I. THE STANDARDS-USED FOR THE DESIGN OF THE BUILDING ARE THE 2016 NY5RG (2015 ALL FIELD CONDITIONS AND YARDS DIMENSIONS AND BE ANC TE:_ ,�Q' �pA SIDE ARS AGGREGA35' 30.1' _ _ T - ( I �� IRC 2ND PRINTING), 2016 NYSEBC (2105 la-50 5TH PRINTING), 2016 NYSEG (2015 IECC RESPONSIBLE FOR FIELD FIT REAR YARD (I STORY):_ I I 2ND PRINTING), NYS BSG 2016 UNIFORM LODE SUPPLEMENT, NYS BSG 2016 SUPPLEMENT AND QUALITY OF WORK. HEIGHT: 35' N/A I I NO ALLOWANCES SHALL BE die TO THE NYS EGGC AND THE WOOD FRAME CONSTRUCTION MANUAL. � : � I-I/2" V I I/4" V I 11 I/4" V 2" V I 3" V I 3" 5 NOTE: MADE IN BEHALF OF THE FRONT YARD SETBACIK: 50 141.6 1 I I 2" V� PER EXCEPTION TO 8301.2.1.2 GLAZING NEED 2. THE AREA OF THE PROPOSED SECOND STORY ADDITION 15 186 50. FT. CONTRACTOR FOR ANY r ERROR OR NEGLECT ON NOT PA55 THE MISSILE TEST IF WOOD 3. PLEASE SEE TABLE R301.2(I) BELOW. HIS PART. ip STRUCTURAL PANELS MIN. 7/16" THICK (MAX CONTRACTOR TO CHECK ALLO'biQO S,ti"���''. WASH SPAN OF 5'-0") ARE PROVIDED. PANELS TO BE 4. QTY. WINDOW TYPE PROVIDES EGRESS? PASSED MISSILE TEST? LUMBER TO ENSURE THAT FESS' 1 1 MACH IDENTIFIED i PRE-GUT TO FIT GLAZING, 2-1/2" #6 2 GW13 CASEMENT NO YES * THE GROWN FACES UP 10/31/16 ;.).NO FLR WOOD SCREWS 8" O.G.L-Th5LE 501.2.1.2 TO BE PROVIDED PER I CXWI3 CASEMENT ' NO YES s BEFORE INSTALLATION. I I/4" W3„ w 2" w 211 W * SEE EXCEPTIOq TO 8301.2.1.2 TO LEFT JL DRAFTING INC. GO1 1 c 3" W A ' TABLE 8301.7 NOTE: COMPLIES WDRAFTSMEN ll Types Of Plans DraftedITH EGRESS (R 310? � LIGHT i VENT (8303) ��f��e�'�ry ALLOWABLE DEFLECTION OF 5TRUCT URAL MEMBERS QN, DOOR TYPE ��s4ti Providing The Finest In Affordable STRUCTURAL MEMBER ALLOWABLE 3" 5 DEFLECTION 1 2668 STANDARD INTERIOR DOOR Drafting&Expediting Svcs„ Rafters having slopes greater than 3/12 L/180 with no finished coiling attached to rafters Interior walls and partitions H/180 www.jldrafting.com IST FLR Floors and Elastered cellln s L/360 707 Suite A Route 110 • Farmingdale N.Y. 11735 FAI All other structural members L/240 (631) 843-1949 • (718) 224-0001 • Fax (631) 843-8190 Exterior walls with plaster or stucco H/360 4" V finish /� �I I 3° 5 Exterior walls -- wind loads with L/240 5. PLEASE SEE THE ATTACHED REScheck PRINTOUT FOR ENERGY CODE COMPLIANCE. NORMAN G. LOK brittle finishes 6. PLEASE SEE THE NAILING SCHEDULE ABOVE. i F.E. flexible walls -- wind loads with L/120 THE COMBINATION CARBON MONOXIDE/ SMOKE DETECTOR AND SMOKE DETECTORS ARE flexible finishes NYS LICENSE NUMBER 088525 4" TO APPROVED NOTE: L= span length, H= span height. SHOWN ON THE FLOOR PLAN. 1•�UI � I �I� RISER GOI 4" W SEPTIC SYSTEM a. The wind load shall be permitted to be taken as 0.7 times 8. CONTRACTOR TO VERIFY WINDOW 8 DOOR SIZE AND QUANTITY MATCHES PLAN. -701 ROUTE 110 Suite A-I I `� the Component and Cladding loads for the purpose of the FARM I NGDALE, NY 11?35 determining deflection limits herein. 4" HOUSE TRAP TEL: (651)755-1820 N.T.S. IN GONG PI TABLE 8301.20) CLIMATIC, AND GEOGRAPHIC DE516N CRITERIA FAX: (631)845-8180 WIND DESIGN SUBJECT TO DAMAGE FROM AIR MEAN GROUND SEISMIC WINTER ICE HARRIER FLOOD FREEZING ANNUAL CORROSION PREVENTION NOTES: SNOW WIND-BOURNE DESIGN DESIGN UNDERLAYMENT HAZARDS SPEED TOPOGRAPHIC SPECIAL WIND FROST LINE INDEX TEMP LOAD (h'ipH) EFFECTS (*) REGION ('�) DEBRIS ZONE CATE60RY WEATHERING DEPTH TERMITE TEMP REQUIRED ('�) ,� e New types of pressure treated lumber are much more corrosive to metals than GGA. (*) ( ) ( ) PROJECT TITLE: The following Is req'd: 20 P5F 130 G SEVERE 3'-0" MOD-HEAVY 15 YES 1. All Simpson connectors, straps, hangers, etc. to be Z-Max type (6185 Galvanized) when contacting pressure I G treated lumber (minimum). (") DESIGN CRITERIA TO BE FILLED IN BY JURISDICTION PER APPLICABLE FOOTNOTE SGf�UL.T1 15 2. If contacting AGZA or AC-0-0 Chloride pressure treated lumber or if used in or near waterfront locations, all Simpson connectors, straps, hangers,etc. to be stainless steel type. ALL GLAZING TO BE HIGH PERF. LOW-E TYPE. LOCATION DESIGN LIVEc�I D I�� 3..Z-Max may be used If double Grace Vyaor deck protector membrane barrier Is provided (see MAX U=0.34 www.strongtte.com). I LOAD, PSF 4. Termite shield to be copper type. (PER R301.5) 572 NORTH DRIVE �+ a. All nails Into pressure treated lumber to be double hot dipped galvanized type. NOTE: NON-SLEEPING ROOMS 40 FINISH WORK NOTES: ALL FRAMING LUMBER TO BE DOUGLAS MATTITUGK NY I IC152 ROOFING NOTES: t SLEEPING ROOMS 30 1. All metal flashingwhere called for on plans shall be copper or aluminum. FIR-LARCH #2 OR BETTER. ROOF + 20 p pp i. Trim, moldings, casings, window frames, etc. shall match existing unless otherwise noted on drawings. 11. Contractor shall provide gutters and leaders as required and shall connect them to approved storm water 11, All Gypsum Board walls and ceilings shall be taped, speckled, ready and acceptable to Owner's painter unless ATTIC WITH STORAGE 20 drainage system. otherwise agreed to by the owner. FIRE BLOCKING i DRAFT STOPPING REQ'D PER ATTIC, WITHOUT STORAGE 10 III. All exterior openings shall be properly flashed. III. Contractor shall provide wood steps to grade. Number of steps as required by code. All deck lumber to be R302.11, R302.12 i R50222 DECKS 40 IV. All work shall bear a written one (1) year guarantee from Roofing Contractor from the date of Owner's pressure treated. BALCONIES 40 DRAWING TITLE: acceptance. IV. Contractor shall provide gutters and leaders as required and shall connect them to the approved storm water J HANDRAILS 200 V. All roof Intersections to have flashing to extend 8" (measured vertically) above flat roof. drainage system. DEAD LOAD FOR ALL = 10 P5F PER 8301.4 VI. Built up roof Is to be of 3-ply built up roof with gravel topping, ties into existing. V. Contractor shall seal and prime all doors immedlotely upon lnstallatlon to avoid warping. + PER R301.6 VII. Roofing shall be either 235# square asphalt shingles over 15# felt or 3-ply mineral surfaced spec. VI. All exterior doors to have a maximum "U" factor of .I9. GENERAL NOTES: PRO POJ D 0,423-161MD as manufactured by Owens Corning Fiberglass Corp. or approved equal. (2 perma plies with I VII. Glass In doors, sidelights,and shower enclosures shall be sized, constructed, treated or combined with other I. Engineer Is not responsible for Job supervision. J perma-cap sheet 200# square) materials as to minimize effectively the posslbility of Injuries to persons In the event this glass Is cracked or broken. 11. Construction Is to be left open until the local buildingdepartment official has visited the site and Instructed that VIII. New work shall tie In and lap as to prevent leakage. VIII. All naw windows shall be perma-shield finish In white as manufactured by Anderson or approved equal - construction may continue. J.L. Drafting Is not responsible for the scheduling of Inspections and can not be held PARTIAL SECOND STORY IX. All exterior nailing shall be aluminum or galvanized. furnished with Insect Screens,gri 1 We,jamb extensions, trim. etc. with 5/8" Insulated glass unless otherwise agreed to. liable for costs to expose construction as required for Inspection. ADDITION X. Flashing to be provided at all roof penetrations, pipes,vents, skylights, chimneys and roof ventilators. IX. Window manufacturers shall certify that their products meet minimum "U" values indicated and air Infiltration rates. ill. Contractor to verify adequacy of existing foundations, bearing walls and headers to bear naw construction. Flashing to be provided at hips, ridges, valleys, changes of roof slope,gable ends and top of foundation walls. X. The mechanical system shall be Installed In accordance with chapter 12-24 of the Residential Code NY State. IV. Contractor to confirm that all asbestos Insulation has been removed from the premises by a licensed asbestos A. Install shims to provide for roof venting in fiat roof areas. XI. The plumbing system shall be Installed In accordance with chapter 25-32 of the Residentlol Code NY State. removal company before the start of construction. XII. All Interior leaders are to have I" foam sound Insulation over PVC piping. Please certify that the exist!ng H.V.A.G. can support the new addition. V. These drawings have been prepared by or under the direction of the undersigned and to the best of the XII. The electrical equipment and wiring shall be Installed In accordance with chapter 33-42 of the Residential Code undersigned's knowledge, belief, and professional Judgment are In compliance with the New York State Energy PLUMBING NOTES: NY State. Conservation Construction Code and the Residential Code of Now York State effective 10/4/16. I. All plumbing work shall be In strict conformance with all state and local codes. XIII. The skylights are to comply with section R308.6. VI. It Is a violation of the New York State Education Law for any person, unless acting under the direction of a DRAWN BY: DRAWING NO. II. Hot water heater shall have a maximum temperature setting of 120 degrees F. XIV. The minimum insulation thickness for H.V.A.C. pipes shall be Installed In accordance with section NI103.5. registered Architect or a licensed Professional Engineer to alter any Item on this drawing. All alterations must be M.R. 111. Provide hot and cold water supply lines to a new refrigerator as required by manufacturers specifications. XV. The minimum Insulation thickness for hot water pipes shall be Installed In accordance with section NI104.5. made In compliance with the New York State Educatlon Law, and Construction Code. The undersigned professional IV. Provide Insulation on all naw piping as required by code. XVI. In all framed walls, floors and roof/ceiling comprising elements of the building thermal envelope, a moisture whose seal appears hereon assumes no responsibility for any such alteration or re-used without his written consent. CHECKED BY: V. Remove and relocate all existing piping as required to assure the proper execution of the work. vapor retarder shall be Installed on the warm-in-winter side of the Insulation in accordance with section R318. VII. The Ilobillty of JL Drafting, Inc. b Norman Lok interrante for errors, omissions and/or negligence resulting In VI. below ground waste lines shall be E.H.G.I. piping. XVII. wall and ceiling finishes shall have a flame spread classification of not greater than 200 with a personal Injuries, property damage, or any consequential damages is limited to the amount of the fee paid for these N.G.L. A- 1 Vil. - VII. Potable lines shall be type "L" copper. smoke-develpoment index of not greater than 450 In accordance with section R515 and Insulation shall have a flame drawings. The retention or use of all or any part of these drawings will constitute acceptance of this Iimltotion of Vlll. All gas or oil piping required shall be performed by the plumbing contractor. spread Index of not greater than 25 with smoke-developed Index of not greater than 450 in accordance with liability. JL Drafting, Inc. d Norman Lok Interrante have no liability to persons other than the client for whom these SCALE: IX. Sanitary disposal system shall be County Department of Health Service approved for design and Installation.section R316. Wall and telling finishes to comply with R515 and R316, NY State Res. code. drawings were prepared. Anyone other than JL Pro ting s clients who relies on these drawings does so at their own AS SHOWN X. Contractor shall provide hot water baseboard heat throughout at perimeter wall unless otherwise noted. XVIII. Interior wall covering shall be Installed in accordance with section R702.3 and exterior wall covering shall be risk. Copyright 2016 JL Drafting, Inc. XI. Water main must be 7'-0" away from the sanitary disposal system and 4'-0" deep. Installed in accordance with section R'703.4. VIII. The Issuing and /or granting of any certificate of use or occupancy Is totally and completely under the control DATE. PROJ. NO. Al. In bearing walls or partitions, no stud Is to be cut more that 1/3 Its depth to receive piping, duct, or XIX. Asphalt shingles shall be Installed In accordance with section R4105.2. of the town, village, city or county government. Norman Lok, P.E. and JL Drafting, Inc. assume absolutely no 16-282 electrical work. XX. Double floor Jolzts required under'parallel partitions and all bathrooms. responsibility for the issuing and or granting of any certificates of use and /or occupancy. LEGEND NEW FOUNDATION NEW PARTITION EXIST. PARTITION - - - - - - - DEMOLITION PARTITION - - - - - - - FOUND. 5D NEW SMOKE DETECTOR (3 HARDWIRED WITH EX5T6,. BATTERY BACKUP N QL - - - - - - - - L - - - - - - - - EXST&. WOOD DECKNEN COMBINATION OR SUNROOM X WASHER / DRYER NOTES: SEPARATE SMOKE 00/SD CARBON MONOXIDE LU I. PROVIDE LEAD PAN WITH DRAINAGE &O(oaL& G235 — FOR HASHER. 0 DETECTOR(S) HARDWIRED2. DRYER TO VENT TO EXTERIOR. WITH BATTERY BACKUP O O I v // i FOLLON MAX. LENGTH'OF VENT SPECIFICATIDUCT RUNONS FOR L.B. WALL LOAD BEARING WALL d) _j T.B.M. TO BE MAINTAINED 1.21 z 0 P05T TO BELOW �< @) K XX EXST6. 0)�� @) X�< �<X [3 POST FROM ABOVE 'U" ",IDECK EO< X LU_6 V LU6 V _O. X "V LU PRESSURE TREATED A LU HD& DOUBLE HOT DIPPED A-4 A.rN-4 GALVANIZED EXST&. VERIFY IN FIELD, IF EXST&. I 12-32 BEDROOM DIFFERENT FROM PLAN DIN N& ROOM I CONTACT DE516N EXST&. I PROFESSIONAL MASTER I LINE OF OVERLAY ROOF P.G. POURED CONCRETE F1 JOIST HAN&ER. W REG'D Q i XXX CAPACITY IN L55. LINE OF ROF O.H. LINE OF ROOF O.H. L - - - - - I/- - - - - "I REMOVETF-00 JOIST HANGER YV 600 LB. /L - - - - - - --- - - - - NON-BEARINGCAPACITY (MINIMUM) Q2 I 1_0 & WALLS (V.I.F) (2)2"x10" HDR. EX5T6. FLUSH HDR. 0:24 (5 2"X6" HDR (3 2"X6" f;� %Z L.B. WALL -IcvI L — — — — — LD 1.21-611 -A (5)2llX4" EX5T6. POST Lj�u, o GO/5D12"XIO" P,.R.\,/ 3: & @ I&" Oc/ EXST&. Q (W.F.) ri HANDRAIL Z, KITCHEN XX N D T1 """7 LUZ VpxFOR FILING L - 1 - (2) ell .-.0.. DATE: ISSUE NO. DESCRIPTION < :211 611 6 0 100 S*�N615A c Mz X ;b X= 'F lu -71 A LX!_57 ISSUE N 0. CONTRACTOR SHALL VERIFY EXST&. 5 N, a ALL FIELD CONDITIONS AND in-N / F-X5T(5. DIMENSION5 AND BE AN - U1ollb 2IIXeII C.a\ 5ATH RESPONSIBLE FOP, FIELD FIT X AND QUALITY OF NORK. _'P�'" N @ I& NO ALLOWANCES SHALL BE - - - - - - - - - - - - iu ci V IIr_ HANP-11- KOX - - - - - - - - - - - - - - - - - - - - - - J MADE IN BEHALF OF THE 101-4k 2 WALK-IN I N CONTRA(�TOR FOR ANY V, W A AL I'M NL N A F N T E RESPONSIBLE 0 L I 5 E U LA NL '0 A 0 LD N I L T A5 0 L T' A E IN 5EI r 0 T r N -A_To ERROR OR NEGLECT ON 5 P RT - - - - - - - CLOSET HIS PART. \� , Tp 0 0 CONTRACTOR TO CHECK ALL P41N LUMBER To I 5T 6F T E GROWN EX5TC7. NIN LUMBER TO ENSURE THAT C115 EX5T&. NIN EXSTC7. P41N r'XNI5 NEW THE CRONN FACES UP 10/31/16 EX5T&. WIN (2)2`xIO" HDR. (5)211 H12 BEFORE 1 5 4 HDR. 51 (5):2llX4" 4 HDR. 4 HDR. Xf 12"XIO" BEFORE BEFORE INSTALLATION. POST X Oc, tu _j JL DRAFTING, INC. L - - - - - - - - Lz�� — — — — — — — — — — — — — — - ----- — — — — — — — — — — — LINE OF ROOF O.H. DRAFTSMEN H Types Of Plans Drafted w i 6 Providing The Finest In Affordable FIRST FLOOR ALAN NOTE: SECOND FLOOR f=LAN :2 EX5T&. Ex5T(5. DOUBLE FLOOR -JO15T5 Drafting&Expediting Svcs" 2"X10" c'-ps, 2"XI0" C.-N, REQUIRED UNDER PARALLEL (g w, 00 SCALE 1/4 11 = 1 1-0 PARTITION5 AND ALL BATHROOMS. SCALE 1/4 -oil www.jldrafting.com 707 Suite A Route 110 - Farmingdale N.Y. 11735 (631) 843-1949 - (718) 224-0001 - Fax (631) 843-8190 X EX5T&. lu RECREATION ROOM I I NORMAN c,. Lc)f</ F.E. I I I I NYS LICENSE NUMBER O&g525 I A -10-7 ROUTE 110 Suite A-I EX5T&. Wxl(b" P.C. FNV. NALL A-4 FARMIN&PALE, NY 11-755 EXETC7. 8"P.0. FNP. WALL 4- TEL: (651)-755--7120 FAX: (651)543-5110 EXSTCV. X EX5TC7. 2"XIO" :2 2-'XI0'- G. m -31 OF I I --16" or, I I PROJECT TITLE: U1 - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - 5 C...HULTHE 15 0 2668 EX5T6. COL. EXST&. RES I DF-N(fF- 5TORA&E X ' E:X5Tr--. 8"x16" P.C. FNP. WALL (\/-'-F-) 512 NORTH DRIVE F-� =X EX5T6. 8 P.0. FND. WALL (V.I.F.)-t --t- MATTITUOK, N-( 110152 Ex5T&. 2"X10" C.'N T- or, X tu I IT DRAWING TITLE., XX NZ LU"V EX5TO. I I PROPOSED UTILITY ROOM PARTIAL SECOND STORY b ADDITION OG- NATER TANK - - - - - - - - -- - - — — — -- - - - - - - - - - - - - ---- - - - - - - - - - - - - - n - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - ell-6in 2 DRAWN BY: DRAWING NO. CHECKED BY: N.G.L. A-2 FOUNDATION FLAN SCALE: AS SHOWN DATE: PRO.J. NO. SCALE 1/4 1 -0 10/26/16 16-212 LEGEND NEW FOUNDATION NEW PARTITION EXIST. PARTITION — — — — — — — DEMOLITION PARTITION / - - - - - - - FOUND. SD NEW SMOKE DETECTOR ® RIDGE VENT RIDGE VENT HARDWIRED WITHBATTERY BACKUP A5PHALT SHIN61 FS A5PHALT 514IN6LE5 NEW COMBINATION OR VERTICAL CEDAR 51DIN6 VERTIOAL CEDAR 5101116 3SEPARATE SMOKE / GO/5D CARBON MONOXIDE DETECTORS) HARDWIRED WITH BATTERY BACKUP L.B. WALL LOAD BEARING WALL TOP OF PLATE TOP OF PLATE TO BE MAINTAINED ® POST TO BELOW 7_1o POST FROM ABOVE P.T. PRE55URE TREATED MATCH EXISTING O.H. O O MATCH EXISTING O.H. HDG DOUBLE HOT DIPPED GALVANIZED 1�.I.P. VERIFY IN FIELD, IF DIFFERENT FROM PLAN CONTACT DESIGN FINISH FLOOR - FINISH FLOOR PROFESSIONAL o `�' o P.G. POURED CONCRETE TOP OF PLATE n TOP OF PLATE n .101ST HANGER W/ REG'D XXX CAPACITY IN LBS. r TECO JOIST HANGER W/ 600 LB. °J CAPACITY (MINIMUM) O � O c0 dl `. FINISH FLOOR FINISH FLOOR O O cm m GRADE GRADE BEYOND 10/ 8/16LI FOR FILING DATE: NO. DESCRIPTION (V : FFART. AGTOR SHALL VERIFYIc Nic. IELD CONDITIONS AND SIONS ANQ BE AN C Q FRO'� IT ELEVATIO'� I NSIBLE FOR FIELD FITI� UALITY OF WORK.CONTRACTOR FOR ANY LOWANCES SHALL BE IN BEHALF OF THE To ONTP SCALE I/4" = I'-Oil OR NEGECT ONrTO RT.RIDGE VENT CONR TO NSURE THATCTOR TO CHECK ALLOWN FACES UP10/SI/I6 E INSTALLATION. ASPHALT 5HIN6LES VERTICAL SIDING REAR SLEVATION JL DRAFTING, INC. �,DRAFTSMEN4 All Types Of Plans Drafted SCALE I/4" = I'-O" sf�,��' � ,Q Providing The Finest In Affordable Drafting&Expediting Svcs" TOP OF PLATE www.jldrafting.com 707 Suite A Route 110 • Farmingdale N.Y. 11735 (631) 843-1949 • (718) 224-0001 • Fax (631) 843-8190 O NORMAN NG. L_OK, '. . NYS L I CENSE NUMBER 08Q525 -70-1 ROUTE 110 Suite A-I �n FINISH FLOOR _ FARMINGDALE, NY 11-735 N TOP OF PLATE TEL: (631)-755-1820 FAX: (631)845-5Ic10 p PRQJECT TITLE: SGMUL.TME I S RES I DENGE FINISH FLOOR 3-72 NORTH DRIVE o MATTI TUCK, NY I I Q52 m GRADE DRAWING TITLE: PROPOSED PARTIAL 5EGOND 5TORY R I C MT ELEVATION ADDITION SCALE 1/4" = 1'-0" DRAWN BY: DRAWING NO. M.R. CHECKED BY: N.G.L. 5 SCALE: AS SHOWN DATE: PROJ. NO. 10/26/16 IC-2�f2 RID6E LEGEND • (SEE PLAN FOR SIZE) �ry NEW FOUNDATION 5IMP50N 0516 STRAP TIES a W' D.G. NEW PARTITION (8) 8D COMMON NAILS INTO EACH R.R. (I6) 8D COMMON NAILS TOTAL EACH STRAP EXIST. PARTITION SIMPSON 0516 STRAP TIES ®I&" O.G. STRAPS TO BEAR 12 MIN. ON EACH R.R. — — — — — — — — — — — — — DEMOLITION PARTITION / OR PROVIDE 211X6" COLLAR TIES ®I&" O.G. ROOF RAFTER FOUND. W/ 0) I&d COMMON NAILS ® EACH END (SEE PLAN FOR 51ZE 5D NEW SMOKE DETECTOR I I AND SPAGIN6) ® HARDWIRED WITH 2"X&" WIND5TORM BRACING S I M�S O I `� S TRO I �4(5 TIE BATTERY BACKUP NEW COMBINATION OR ® 48" O.C. FIRST (2) R.R. BAYS ��`, SEPARATE SMOKE / MATCH EXISTING PITCH RAFTER TO R I D�/E TO RAFTER GO/5D CARBON MONOXIDE 211X6" R.R. ® I b"o.G• C.-,O N N E C-,T I O N DETAIL ® W T-H BATTERY BACKUP 1/2' COX SHEATHING RIDGE VENT (2) LAYERS #15 BLDG. PAPER 2"x811 RIDGE L.B. WALL LOAD BEARING WALL • ASPHALT SHINGLES DOUBLE ICE d WATER SHIELD (2)2"xb"xb'-O" N.T.S. SHINGLES. STRONSBACK5 ®32 O.C. UNDER ASPHALT SHI T.B.M. TO BE MAINTAINED SHIELD R CONSIST HI SELF ROOF RAFTER (SEE PLAN FOR SIZE AND SPACING) ® P05T TO BELOW FASTEN MT5500 TO R.R. WITH 0) IOD COMMON NAILS ADHERING POLYMER MODIFIEDO P05T FROM ABOVE BITUMEN SHEET. SHEET 15 TO SIMPSON MT530G CONNECTOR ® I&" O.G. COMPLY WITH A5TM D 19'70. DOUBLE TOP PLATE (SEE PLAN FOR SIZE) P.T. PRE55URE TREATED FASTEN TO STUD WITH ('7) IOD COMMON NAILS HDC. DOUBLE HOT DIPPED SIMPSON MT5300 HURRICANE CLIP _ PROVIDE SOLID BLOCKING WALL STUD (SEE PLAN FOR SIZE AND SPAGIN6) GALVANIZED CONNECTOR EA. R.R. TO STUD 12 _ — _ BETWEEN G.J. TO ALIGN a 16" O.G. 3 _ NEW 2"Xb" R.R. TO EX5T6. R.R. �/.I.F. VERIFY IN FIELD, IF GUTTER 4 LEADERS 922W . DIFFERENT FROM PLAN TOP OF PLATE CONTACT DESIGN I Xb RIM BOARD 211X8" G.J. 016" O.c PROFESSIONAL 3-O"O.H. TO MATCH EXSTG. 1/2" 6A.B. R-21 INS. PROVIDE LATERAL. BRACING .G. POURED CONCRETE GOVT. VENTED PROPOSED MASTER BATH ® MIDPOINT S I M F S O I `�" S T R O I `t(5 TIE XX CAPACITY IN L S.REQ'D SOFFIT TYPICAL NEW WALL.CONST'R ICTION: (2)2"Xb" TOP PLATE SISTER NEW JOIST HANGER W/ 600 LB. "XIO" F.J. Gib" O.C. I ECO 2"X&" STUDS ®��I b"O.G. (I)2 O J� I � DETAIL T 1/2 &JNB. TO EXST6. CAPACITY (MINIMUM) 21IX611 SHOE 211X8" G.J. 016" O.G. 1/2" COX PLYWOOD 5HEATHIN6 TYVEK 3/4" PLY. FINISH FLOOR 3/8" FOAM BACKER (R=1.9) SUB FLOOR N.T.S. M VERTICAL CEDAR 51DIN6 R.R. N TOP OF PLATE R-13 INS. (SEE PLAN FOR SIZE 4 SPAGIN(5) 1/2" &AB. LT516 ® EACH R.R. SIMP50N GWHENR.R.R. HDR. d KING STUD) SI& STRAP TIES INRHEEND OVER HDR. ®I&" O.G. (STUD To STUD) (8) IDD COMMON NAILS REO'D O EXSTG. SIMPSON HURRICANE CLIP (SEE PLAN ExsT&. O.H. KITCHEN 5MP50N HT56 W 5TI5STRAPS 11 P.AIP EACH (I&) IOD COMMON NAILS REQ'D 10/28/16 I FOR FILING 4K 4 KING (6) 12" 5IMP50N 0520 TIES DATE: ISSUE NO. DESCRIPTION LAP TIES UNDER SILL FIN15H FLOOR (8) 80 COMMON NAILS PER TIE REQ'D 0 I MSS® I `► TR® I `►� T I CONTRACTOR SHALL VERIFY A {)� N ALL FIELD CONDITIONS AND �✓ EX!5T&. J SEE CORROSION PREVENTION NOTES RESPONSIBLE FOR FIELD FIT c DIIMEN51ON5 AND BE rtR` �hAI{t;(,` I6 O.G. I I AND QUALITY OF WORK. ;' QF HEADER TO J A�/K F O S T DETAIL NO ALLOWANCES SHALL BE ` �► MADE IN BEHALF OF THE r w CONTRACTOR FOR ANY 8" P.G. FNO. O ERROR OR NEGLECT ON EXSTG. � N.T.S. HIS PART. �'fi Q °j STORA�6E ROOM s95VF 8"X 16" P.G. FND. FTS. 4" BOLTS ®I6" O.G. 5TA66ERED 4" LUMBER To ENSURE THAT CTOR TO CHECK ALL R ¢FESS IC1N�` 1/2" DIA. &RADE 5 STEEL BOLTS THE GROWN FACES UP 10/31/16 BEFORE INSTALLATION. 4" P.G. SLAB A56 STEEL PLATES — (SEE PLAN FOR SIZE 1_ „ _ - - - -- _- - _ - - _ o- ° JL DRAFTING, INC. O HII DRAFTSMEN All Types Of Plans Drafted 4. m� 1- - -° — — — — — — — — — — ° sf�����w Providing The Finest In Affordable ATTIC ACCESS S E G T I O N I A 1 + - Drafting&Expediting Svcs" PER R8o'7.1, NYS RESIDENTIAL CODE, A36 MINIMUM 22"X30" ATTIC ACCESS OPENIN6 (I) OR (2) LAT STEEL 2 OR 3 WDOD ' BEAMS AS www. ldraftin com FLITCH PLATES AS J b• „ SPECIFIED ON PLAN - SPECIFIED 7017 Suite A Route 110 • Farmingdale N.Y. 11735 To BE PROVIDED IN A READILY 5GALE 1/4 = I -O ACCESSIBLE LOCATION IF ATTIC. SPACE IS FL I TO H �L A TE ON PLANS GREATER THAN 30 S.F. b HAS A 'VERTICAL ��` (631) 843-1949 (718) 224-0001 • Fax (631) 843-8190 HE16HT OF 30" OR MORE. MINIMUM 30" TO FRAMING LUMBER �I �I HEADROOM REOV AT SOME POINT ABOVE FI BE DOUGLAS F J` S TE I `� I I `�6 �E TA I L S (2) DE 5 BO DIA. FIR-LARCH #2 OR J"'� GRADE 5 BOLT'S THE ACCESS OPENING. BETTER. ®16" D.G. NORMAN G. LOK, F.E. N.T.5. NYS LICENSE NUMBER 081525 1/3 OF 1/3 OF HEADER 707 ROUTE 110 Suite A-I 1/3 OF SPAN SPAN <I/3 DEPTH 16 1 X rr- SPAN O NOTGHE of JOIST USE TWO ROWS OF IGD (G>=ICING JOIST SEE PLAN H SIZE) FARMINGDALE, NY 11755 TECO CONNECT N OR HOLES NAILS ® b O.G. ALL G.J. (SEE PLAN FOR SIZE 4 SPAGIN6) TEL: (631)755-7120 0-O T6 F E .- STA66ERED 50 THAT FAX: (631)843-8110 Q 'tO O 0.O I6�" NAILS ARE NOT _ 'k Q f`�I VERTICALLY ALIGNED. 0 0 "t o S I STERED JOIST •I L PROVIDE A MIN. 2" <I/& DEPTH OF JOIST NAIL PATTERN .1 i PROJECT TITLE: SEPARATION BETWEEN HOLES NOTCHES ARE NOT .II AND NOTCHES PERMITTED IN TEH I I I•I 1/2" 6JNB. SIMPSON 36" 0516 METAL STRAP TIES 50HULTHEIS p FROM EA. OTHER SAME LOG. A5 HOLES 61&" O.C. G }� STUD AND FROM ENDS •I I I I (24) 8D COMMON NAILS REO'D RAS I I VGE OF MEMBERS •I I I•I 1.1 I•I FLOOR JOIST .11-- _ L _ — j I I I U TTI � 372 NORTH DRIVE o ' 2ND FLOOR WALL STUD I f ' -i r —•— I I I I I MATTITUGK, NY I Ici52 Q LU (SEE PLAN FOR SIZE E ENDWALL BRACING I.1 I•I I•I O I RD E R DETAIL O-3 43 I/3 OF 1/3 OF SPAGIN6) REMAIRED AT 1/3 POINTS z SPAN 5IMP50N 0516 STRAP FIRST (2) BAYS I/'3 OF SPAN I•I I.1 i•I tl/3 DEPTH z t z H SPAN o NOTGHE TIES a 16" O.G. '1 N.T.S. I/4 DEPTH OF STUD N OR HOLES (10) 80 COMMON NAILS TO F.F. STUD DRAWING TITLE: NOTCHES ARE NOT u1 O (IO) 8D COMMON NAILS TO 5 . STUD •I 11 I I 1 PERMITTED IN THE SAME A�q .F — LOCATION A5 HOLES '�O �N (✓) 80 COMMON NAILS TO RIM JOIST _ 1J— — _L•L _ _ _ �L N 5/8" MIN ., cV_ *Q O TOTAL (25) 8D COMMON NAILS H15 T t 2/5 DEPTH OF STUD z,� 2ND FLOOR, FLOOR J015T HOLOOWN PIPE R OTHER 01 1O MIN (SPA LAN FOR 51ZE PENETRATION FROFO JED < 3/5 DEPTH .OF STUD :: — z PROVIDE A MIN. 2 (2) TOP PLATE EXTERIOR WALLS TO BE SHEATHED WITH I/2" COX PLYWOOD 3/4° PLYWOOD PARTIAL SECOND STORY (FOR DOUBLB STUDS ONLY) SEPARATION <I/5 DEPTH OF JOIST (2) 2"X4" TOP PLATE ___PROVIDE A MIN. OF 2" B�yyEEy HOLES (SEE PLAN FOR SIZE) STRUCTURAL PANELS ON THE EXTERIOR ATTACHED WITH 8D FLOOR ADDITION SEPARATION BETWEEN HOLES NOTCHES ARE NOT COMMON NAILS AT 6 O.G. AT PANEL EDGES AND 12 O.G. IN THE AND NOTCHES PERMITTED IN THE 15T FLOOR WALL STUD PLATE AND NOTCHES FROM EA. FIELD, AND I/2" GYPSUM WALLBOARD ON THE INTERIOR ATTACHED OTHER AND FROM THE ENDS FROM EA. OTHER SAME LOG. A5 HOLES (SEE PLAN FOR SIZE WITH 50 COOLER NAILS AT "1" O.G. AT PANEL EOSE5 AND 10" O.G. AND FROM ENDS AND SPACING-)OF MEMBERS OF MEMBERS IN THE FIELD. EXTERIOR SHEATHING SHALL BE CONTINUOUS FROM THE BOTTOM PLATE To THE UPPER TOP PLATE, WITH ALL PANEL EXTERIOR AND BEARING WALLS GE I L I NG JOISTS / ROOF RAFTERS ED6E5 OVER FRAMING. DRAWN BY: DRAWING NO. S I MSOI�I STRO1�� T I E M.R. EXTERIOR WALL O T�./H INO AND D R I L L I I �l� J T U� TO J T U� APPROVED NON-COMBUST I BLE G,HEGK,ED BY: I `� FRAMIN67 DETAIL FIRE STOP MATERIAL. N.G.L. A-4 FOR WOOH' FRAME MEM5ERS GONNECTION DETAIL 50ALE: N.T.S. DETAIL FOR FIRE STOP' A5 SHOWN - N.T.S. N.T.S. DATE: FROJ. NO. 10/26/16 16-2Q2 y r' WALL SHEATHING TO EXTEND TO TOP Nailing Schedule from Table 3.1, WFGM-2015 LEGEND OF TOP PLATE Joint Description Number of Nails Nailg NEW FOUNDATION acin o I I 1 I I I - - - _ 6MTO COMPLY WITH R702.1, R?02R1023, ROOF FRAMING 50014600 _ _ _ TABLE R702.1 (2) Rafter to Top Plate (Toe-nailed) (See Table 3.4A) per rafter NEW PARTITION Calling Joist to Top Plate (Toe-nailed) (See Table 3.4AJ per Joist DEFLECTION OF ALL MEMBERS Gelling Joist to Parallel Rafter (Face-nailed) (See Table 3AA) each lap EXIST. PARTITION Gelling Joist Laps over Partitions (l=ace-nailed) (See Table SAA) ea. lap O O COMPLIES WITH CLAUSE R301.1 NYS Dollar. Tie to Rafter (dace-nailed) (See Table s.b) per tie - -_ -_ -_ -_ -_ - DEMOLITION PARTITION / RESIDENTIAL CODE Blocking to Rafter (Toe-nailed) 2-8d each end FOUND. 21.1 rI � Rim Board to Rafter (End-nailed) 2-16d each end tt ALL DETAILS ON THESE PLANS KALE FRAMING SD NEW SMOKE DETECTOR EXISTING 0• O q PROVIDE A CONTINUOUS LOAD PATH. Top Plate to Top Plate (l=ace-nailed) 2-16d per foot ® HARDWIRED WITH � I � GARAGE r = +r-}-1 Top Plates at Intersections (Face-nailed) 4-16d joints - each side BATTERY BACKUP #�--A CONTRACTOR TO ENSURE FIT OF ALL d to Stud (Face-nailed) 2-16d 24"o.c. 51MPSON CONNECTORS BEFORE Header to Header (l=ace-naked) 16d 16"oc. along edges NEW COMBINATION OR Top SEPARATE SMOKE / OBTAINING THEM To or Bottom Plate to Stud (end-nailed) (See Table 85A) GO/SD CARBON MONOXIDE tltl II rr 30.8 _ Bottom Plate to Floor Joist,Band oist, EXISTING o _ J J FRAME I_ End Joist or Blocking (dace-naked) 2-16d per foot ® DESIGN PRESSURE RATING OF LOOR FRAMING DETECTOR(S) HARDWIRED „ \/ WINDOWS TO BE DP-30 MIN. PER Joist to 5111,Top Plate or 61yder (Toe-nailed) 4-8d per Joist WITH BATTERY BACKUP TABLE R301.2 (2) NYS RESIDENTIAL Bridging to Joist (`Toe-nailed) 2-8d each end CODE (page 26) AL50 REFERENCE Blocking to Joist (Toe-nailed) 2-8d each end L.B. NALL LOAD BEARIN6 WALL v R613.2 4 613.3 Blocking to Sill or Topto p Plate (Toe-nalled) 5-16d each block 0 PROPOSED - =6 0 o ® JoisLedger Ledger to Boom -18d each Joist T.S.M. TO BE MAINTAINED ® I U1 \ ALL R.R. d STUDS TO ALISN TO P Joist SECOND STORY ADDITION 16(0' �0 ALLOW PROPER CONNECTION OF H2A Band Joist to Joist(End-nailed) 5-16d per Joist ® POST TO BELOW I m CONNECTORS Band Joist to Sill or Top Plate (Toe-nailed) 2-16d per foot �t ® . ROOF SHEATHING O POST FROM ABOVE i \ ® (V 15B 67' STAIR TREADS TO BE 9" PLUS 3/4" Structural Panels 8d (See Table 8.10) - Diagonal Board Sheathln g .c 12"o . (field) P.T. PRESSURE TREATED iI 16'1.12' NOSING MIN. 4 R15ERS TO BE MAX. I"x6" or 1"x8' 2-8d per support }-ID(D DOUBLE HOT DIPPED 8-1/4" PER 8311. NOSING 15 NOT I"xlo" or wlder 3-8d per support ® REQUIRED WHERE THE TREAD DEPTH CEILING, SHEATHING GALVANIZED 171.02' 15 A MIN. OF 11" Gypsum Wallboard 5d coolers 1" edge / 10" field o KALL SHEATHIN6 V.I.F. VERIFY IN FIELD, IF pWood Structural Panels 8d (See Table 8.11) DIFFERENT FROM PLAN TO BE TEMPERED GLASS PER 8308.4.LAZING THAT IS LE55 THAN 18 A.F.F. Stuctural Fiberboard Panels CONTACT DESIGN T 1/2" Ilga gale.roofing nail S"edge /6"field PROFESSIONAL -- - - - _ ........ 25/32" 119a ga1v. roofing nail 3"edge /60fleld I I I I ALL INSULATION TO HAVE VAPOR 6yp�aWallboardd 5d (See Table 5.11)edge / 10"field N8?(� /( /„ O® I/�� ® BARRIER FAGIN6 HEATED AREA. POURED CONCRETE ,4 6 � '1 Particleboard Panels 8d (See Manut) ED GLASS REQ'D IF WINDOW Diagonal Board Sheathing n JOIST HANGER W/ REO'D TEMPER GLASS 15 SSL OK LESS ABOVE i"x6" or I"x8" 2-8d per support XXX CAPACITY IN LBS. I AO or wldor S-8d per support STANDING SURFACE OF TUB/ SHOWER FLOOR SHEATHING WTECO JOIST HANSER W/ 600 LB. Wood Stndural Panels OOD I-JOISTS TO BE INSTALLED IN I" or less 8d Wedge / 12" field CAPACITY (MINIMUM) W ITE I ACCORDANCE WITH MANUFACTURER'S greater than IN IOd 6" edge / 12" field INSTRUCTIONS. INSTRUCTION MANUAL Diagonal Board Sheathing TO BE KEPT AT JOB SITE. 1"96." or IND" 2-8d per support I"xlO" or wider S-8d per support SCALE Ill = 20'-0' ALL BUILT-UP LVL BEAMS MAY BE NOTE- ALL NAILS SPECIFIED To BE GAMMON NAILS. FROM A SURVEY REPLACED BY SOLID LVL BEAMS OF THE SAME OVERALL DIMENSIONS. SITE INFORMATION: SMOKE ALARMS, CARBON MONOXIDE ALARMS AND CARBON ��1�� SIMPSON CONNECTORS MAY BE MONOXIDE DETECTORS MAY BE BATTERY OPERATED, �` {� SECTION: 106 REPLACED BY EQUIVALENTS. CORD-1�PE OR DIRECT PLUS, WHEN INSTALLED IN BUILDINGS �t BLOCK: 28 LOT: _ 4 WHERE EXISTING INTERIOR WALL AND CEILING FINISHES ARE MULTIPLE SGL BEAMS (MIGROLAM NOT REMOVED PER EXCEPTION TO 8314.6 4 R315.5 ZONE: R-40 ETC,) TO BE ASSEMOLED 4 INSTALLED 11/11/16 2 FIELD CHANGE PER REQUIRED PROVIDED 1 4" V.T.R. SPECIFICATIONS. E� w LOT AREA: 40,000 s.f. 31,g8'7.8s.f. I lo/2S/16 I FOR FILING LOT AREA OCCUPIED: s.f. 2,386.gs.f. ��• DATE: ISSUE NO. DESCRIPTION OCCUPIED: 20% '7.5% � STATE OF NEW YORK PLAN REQUIREMENTS: FRONT WIDTH: 150 1016020' .3" V � I \ CODE ANALYSIS FHAR ACTOR SHALL VERIFY OF N� SIDE YARD: ___ - - r I I I. THE STANDARDS USED FOR THE DESIGN OF THE BUILDING ARE THE 2016 NYSRG (2015 LD CONDITIONS AND �� y TH _ IRC 2ND PRINTING), 2016 NYSEBG (2105 IEBG 5TH PRINTING), 2016 NYSEG (2015 IEGGNISOIBLE FOR FIELD FIT uaNS AND BE � N c 0 O� SIDE YARDS AGGREGAYE:_35 30.1 _ _ --� -� I I �a4 50' 155.6-7' 2ND PRINTING), NYS BSG 2016'UNIFORM CODE SUPPLEMENT, NYS BSG 2016 SUPPLEMENT UALITY OF WORK. REAR YARD (I STORY):_ I I I I TO THE NYS EGCG AND THE WOOD FRAME CONSTRUCTION MANUAL. OIN HAEF SHALLOF BE ' HEIGHT: 35' N/A q_ 1-1/2" J 1 1/4" V I I 1 I/4" V 2" VI 3" VI 3" 5 1 NOTE: .t I 2. THE AREA OF THE PROPOSED SECOND STORY ADDITION I5 186 50. FT. ACTOR FOR ANY n. a FRONT YARD SETBAGK:�50 141.6 I I I 2" V PER EXCEPTION TO 83012.) 2 GLAZING NEED OR NESLEGT ON `s k'{' I NOT PASS THE MISSILE TEST IF WOOD 3. PLEASE SEE TABLE R301.20U BELOW. RT. Jai, STRUCTURAL PANELS MIN. 1/16" THICK (MAX 9,0 I SPAN OF 8'-0") ARE PROVIDED. PANELS TO BE 4. QTY. WIN5)OW TYPE, PROVIDES EGRESS? PASSED MISSILE TEST? ACTOR TO CHECK ALL WASH TO ENSURE THATIDENTIFIED 4 PRE-GUT TO FIT GLAZING, 2-I/2" #8 1 0135 CASEMENT NO YES * OWN FACES UP11/2S/IG, 2ND FLRUi WOOD SCREWS 6" O.G. TO BE PROVIDED PER 1 0555 CASEMENT.._ NO YES s E INSTALLATION. TABLE 5012.12 -1 I I/4" W I I/4" W +I SEE EXCEPTIO[I TO R501.2.1.2 TO LEFT JL D1tA I IIc G., WC. COI llco 3� y� All T TABLE R301.-1 NOTE: COMPLIES WITH EGRE5S',(R 310) 4 LIGHT 4 VENT (R305) ��'DRAFTSMEN ypes Of Plans Drafted`� ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS GTT. DOOR TYPE �s4 Providing The Finest In Affordable 3" 5 STRUCTURAL MEMBER DELOE BOLE 1 5068 STANDARD INTERIOR DOOR Drafting&Expediting Svc's- Rafters having slopes greater than 3/12 LAW with no finished calling attached to rafters Interior walls and partitions H/180 www.jldrafting.com 15r FLR Floors and plastered eellin s L/360 r 707 Suite A Route 110 • Farmingdale N.Y. 11735 FAI All other structural members L/240 *y (631) 843-1949 • (718) 224-0001 • Fax (631) 843-8190 Exterior walls with plaster or stucco H/360 ;�'• 4" V finish 3" 5 Exterior walls -- wind loads with L/240 5. PLEASE SEE THE ATTACHED REScheck PRINTOUT FOR ENERGY CODE COMPLIANCE. NORMAN G. L0 . brittle finishes 6. PLEASE SEE THE NAILING SCHEDULE ABOVE. i Exterior walla -- wind loads with L/120 -r, THE COMBINATION CARBON MONOXIDE/ SMOKE DETECTOR AND SMOKE DETECTORS ARE • flexible finishes 4" TO APPROVED NOTE: L= span length, H= span height. sHowN ON THE FLOOR PLAN. NYS LICENSE NUMBER 081525 JJLI � � I I � RISER �I 4" W SEPTIC SYSTEM a. The wind load shall be permitted to be taken as 0.1 times 8. CONTRACTOR TO VERIFY WINDOW 4 DOOR SIZE AND GUANTIlY MATCHES PLAN. 70-1 ROUTE 110 Suite A-I v the Component and Cladding loads for the purpose of the FARM I NGDALE, NY 11735 determining def lection limits herein. 4" HOUSE TRAP TEL: (631)755-7120 N.T.S. IN GONG PI TABLE R301.2(I) CLIMATIC AND•&E06RAPHIG DE516N CRITERIA FAX: (650,543-8110 &ROUND WIND DESIGN SEISMIC, SUBJECT TO DAMAGE FROM WINTER ICE BARRIER FLOOD AIR MEAN ViIND-CORROSION PREVENTION NOTES: SNOW SPEED TOPOGRAPHIC SPECIAL WIND DEBRIS ZONE DESIGN FROST LI DESIGN UNDERLAYMENT HAZARDS FREEZING IIDANNUAL LOAD (Mp}.) EFFECTS (*) REGION (*) DEBRIS ZONE CATEGORY WEATHERING DEPTH TERMITE TEMP REQUIRED (*) (�,) (�,) New types of pressure treated lumber are much more corrosive to metals than GGA. ( ) PROJECT TITLE: The following is req'd: 20 PSF 130 G SEVERE 3'-O" MOD-HEAVY 15 „ YES 1. All Simpson connectors, straps, hangers, etc. to be Z-Max type (6185 (9alvanized) when contacting pressure I G treated lumber (minimum). (") DESIGN CRITERIA TO BE FILLED IN BY JURISDICTION PER APPLICABLE FOOTNOTE SGULT I S 2, If contacting AGZA or AGO-D Chloride pressure treated lumber or if used in or near waterfront locations, all Simpson connectors, straps, hangers,etc. to be stainless steel type. ALL &LAZING TO BE HIGH PERF. LOW-E TYPE. LOCATION DESIGN LIVE S,Z-Max may be used If double Grace Vycor deck protector membrane barrier is provided (see MAX U=0.34RES I DEN GE wwwstrongtie.corr). LOAD, PSF (PER 8301.5) 3-12 NORTH DRIVE 4,Termite shield to be copper type. 5:All nails Into pressure treated lumber to be double hot dipped galvanized type. NOTE' NON-SLEEPING ROOMS 40 ROOFING NOTES: FINISH WORK NOTES: ALL FRAMIN6 LUMBER TO BE DOU6LA5 . SLEEPIN6 ROOMS 30 MATTITUGIG, NY I Ig52 I.All metal flashingwhere-called for on plans shall be copper or aluminum. FIR-LARCH #2 OR BETTER. ROOF + 20 p pp I. Trim, moldings, casings, window frames, etc. shall match existing unless otherwise noted on drawings. 1'.Contractor shall provide gutters and leaders as required and shall connect them to approved storm water II. All Gypsum Board walls and callings shall be taped, sparkled, ready and acceptable to Owner's painter unless ATTIC, WITH STORAGE 20 drainage system. otherwise agreed to by the owner. FIRE BLOGKIN6 4 DRAFT STOPPING ll PEIR11 ATTIC WITHOUT STORAGE 10 III. All exterior openings shall be properly flashed. III. Contractor shall provide wood steps to grade. Number of steps as required by code. All deck lumber to be R302.11, 8302.12 4 850222 DECKS 40 IV. All work shall bear a written one (1) year guarantee from Roofing Contractor from the date of Owner's pressure treated. BALCONIES 40 DRAWING TITLE: o.ceptonce. IV. Contractor shall provide gutters and leaders as required and shall connect them to the approved storm water HANDRAILS 200 V. All roof intersections to have flashing to extend 8" (measured vertically) above flat roof. drainage system. DEAD LOAD FOR ALL = 10 P5F PER R301.4 VI. Built up roof Is to be of 3-ply built up roof with gravel topping, ties into existing. V. Contractor shall seal and prime all doors immediately upon Installation to avoid warping. 6ENERAL NOTES: + PER R301.6 VII. Roofing shall be either 235# square asphalt shingles over 15# felt or 3-ply mineral surfaced spec. VI. All exterior doors to have amaximum "U" factor of .14. PROPOSED #423-WMO as manufactured by Owens Corning Fiberglass Corp. or approved equal. (2 perma plies with I VII. 61a5s in doors, sidelights, and shower enclosures shall be sized, constructed, treated or combined with other I. Engineer is not responsible for Job supervision. perma-cap sheat 200# square) materials as to minimize effectively the possibility of Injuries to persons In the event this glass Is cracked or broken. 11. Construction is to be left open until the local building department official has visited the site and Instructed that VIII. New work shall tie In and lap as to prevent leakage. VIII. All new windows shall be perma-shield finish in white as manufactured by Anderson or approved equal - construction may cbntinue. J.L. Drafting Is not responsible for the scheduling of Inspections and can not be held PARTIAL SECOND STORY IX. All exterior nailing shall be aluminum or galvanized. furnished with Insect screens, grilles,jamb extensions, trim. etc. with 5/8" Insulated glass unless otherwise agreed to. liable for costs to.expose construction as required for Inspection. ADDITION X. Flashing to be provided at all roof penetrations, pipes,vents, skylights, chimneys and roof ventilators. IX. Window manufacturers shall certify that their products meet minimum "U" values indicated and air infiltration rates. Ill. Contractor to verify,adequacy of existing foundations, bearing walls and headers to bear new construction. Flashing to be provided at hips, ridges, valleys, changes of roof slope, gable ends and top of foundation walls. X. The mechanical system shall be Installed In accordance with chapter 12-24 of the Residential Code NY State. IV. Contractor to confirm that all asbestos Insulation has been removed from the premises by a licensed asbestos A. Install shims to provide for roof venting in flat roof areas. A. The plumbing system shall be Installed In accordance wlth chapter 25-32 of the Residential Code NY State. removal company before the start of construction. XII. All Interior leaders are to have I" foam sound Insulation over PVC piping. Please certify that the existing H.V.A.G. can support the naw addition. V. These drawings have been prepared by or under the direction of the undersigned and to the best of the XII. The electrical equipment and wlring shall be Installed In accordance with chapter 83-42 of the Residential Code undersigned's knowledge, belief, and professional judgment are in compliance with the New York State Energy PLUMBING NOTES: NY State. Conservation Construction Code and the Residential Code of New York State effective 10/4/16. 1.All plumbing work shall be in strict conformance with all state and local codes. XIII. The skylights are to comply wlth section R306.6. VI. It Is a violation of the New York State Education Law for any person,unless acting under the direction of a DRAWN BY: DRAWING No. 11. Hot water heater shall have a maximum temperature setting of 120 degrees F. XIV. The minimum Insulation thickness for H.V.A.G. pipes shall be Installed in accordance with section N1103S. registered Architect or a licensed Professional Engineer to alter any item on this drawing. All alterations must be M R III. Provide hot and cold water supply lines to a now refrigerator as required by manufacturers specifications. XV. The minimum Insulation thickness for hot water pipes shall be Installed In accordance wlth section N1104.5. made in compliance with the New York State Education Law, and Constructlon Code. The undersigned professional IV. Provide Insulation on all naw piping as required by code. XVI. In all framed walls, floors and roof/telling comprising elements of the building thermal envelope, a moisture whose seal appears hereon assumes no responsiblllt9 for any such alteration or re-used without his written consent. CHECKED BY: V. Remove and relocate all existing piping as required to assure the proper execution of the work, vapor retarder shall be Installed on the warm-In-winter side of the Insulation In accordance with section 8318. VII. The liability of JL Drafting, Inc. 4 Norman Lok Interrante for errors, omissions and/or negligence resulting In VI. below ground waste Imes shall be E.H.G.I. piping. XVII. Wall and calling finishes shall have a flame spread classification of not greater than 200 w __ith a personal Injuries, property damage, or any consequential damages Is limited to the amount of the fee paid for these N.G.L. 1 VII. Potable lines shall be type "L" copper. smoke-develpoment Index of not greater than 450 In accordance with section R315 and Insulation shall have a flame drawings. The retention or use of all or any part of these drawings wlll constitute acceptance of this limitation of Vill. All gas or oil piping required shall be performed by the plumbing contractor. spread Index of not greater than 25 with smoke-developed Index of not greater than 450 in accordance with liability. JL Drafting, Inc. 4 Norman Lok Interrante have no liability to persons other than the client for whom these SCALE: IX. Sanitary disposal system shall be County Department of Health 5ervlae approved for design and Installation.section 8316. Wall and telling finishes to comply wlth 8315 and R316, NY State Res. Code. drawings were prepared. Anyone other than JL Drafting's clients who relies on these drawings does so at their own AS SHOWN X. Contractor shall provide hot water baseboard heat throughout at perimeter wall unless otherwise noted. XVIII. Interior wall covering shall be Installed in accordance with section R'102.5 and exterior wall covering shall be risk. Copyright 2016 JL Drafting, Inc.. A. Water main must be T-O" awe from the sanitary disposal system and 4'-0" dee Installed In accordance wlth section R-103.4. VIII. The Issuing and /or granting of any certificate of use or occupancy Is totally and completely under the control y y p y P• DATE: PROD. NO. Al. In bearing walls or partitions, no stud Is to be cut more that 1/3 Its depth to receive piping, duct, or XIX. Asphalt shingles shall be Installed 1n accordance with section R905.2. of the town,village, city or county government. Norman Lok, P.E. and JL Drafting, Inc. assume absolutely no 10/26/16 electrical work. XX. Double floor joists required under parallel partltlons and all bathrooms. responsibility for the Issuing and or granting of any certificates of use and / or occupancy. I6-2c{2 DEC - 8 ' IEUII,DING DEPT. TOWN OF SOUTITOLD LE&END k NEW FOUNDATION - - - - - - - - - - - - - - - - - - -I — — — — — — — — — — — — — — — — — — — — — — — —I NEW PARTITION EXIST. PARTITION — — — — — DEMOLITION PARTITION / I - - - - - - - FOUND. SD NEW SMOKE DETECTOR ® HARDWIRED WITH BATTERY BACKUP z I EXSTG. �w � - - - - - - - - L - - - - - - - -� NEW COMBINATION OR EX5T6. A WOOD DECK / SEPARATE SMOKE / SUNROOM WA5HER / DRYER NOTES: GO/5D CARBON MONOXIDE ►u I / I I. PROVIDE LEAD PAN WITH DRAINA6E SLG G235 // I FOR WA5HER. ® W T-H BATTERY BACKUP CKUP 2. DRYER TO VENT TO EXTERIOR. d I d) / I FOLLOW MFR'S SPECIFICATIONS FOR L.B. WALL LOAD BEARING WALL / MAX. LENGTH OF VENT DUCT RUN. O O I ry O O O u, I T.B.M. TO BE MAINTAINED z ,v 6_ � _ n I ® POST TO BELOW �-- e - / x X X K I EXSTG. X x / X x I O POST FROM ABOVE LU N w N Q DECK w N w N // w N P.T. PRESSURE TREATED � "` A—� / / 13'-0" TA HD& GALVANIZED DOUBLE HOT DIPPED EXSTG. EXSTG. / Y,I,�, VERIFY IN FIELD, IF 12'-3 " BEDROOM / DINING ROOM r / DIFFERENT FROM PLAN / CONTACT DESIGN PROFESSIONAL MASTER I LINE OF OVERLAY ROOF P.G. POURED CONCRETE 1 // _ BEDROOM n JOIST HANGER W/ REOV LINE OF ROOF O.H. / / I LINE OF ROOF O.H. XXX CAPACITY IN LBS. N 1 — — TECO J015T HANGER W/ 600 LB. L - - - - - REMOVE � - - - - - - - - � l.. „ / NON-BEARING - - --- - - -- - - - p 12'-3�" I I 4 SD 5--t� / SD WALLS (V.I.FJ / CAPACITY MINIMUM 0 / '7'-1 �� 4-_4j (2)2"x10" HDR. / —EXSTG. F 5 H •� 024 - 2"X6° G.J. _ — — — — — 3 2"X10" HDR / I ®Ib" O.G. p \ 2 / II I I I I NEW DOOR mry L.B. WALL 2-I 1: 1 n �/ III 1NOPPENIr67 / f m_O _ 5LD 12'-b" v r^� I v \\ \ 1 N a o GO/SD v v =III I GO/SD EXSTG. �, I v \ lV II F.) Qd %6111 _ = HANDRAIL 3 O I 11/11/16 2 FIELD GHAN6E KITCHEN xx \ ® xx X ® � .v Ir A I \ /9'-10" p- W ® I _ 10/28/16 I FOR FILING ole DATE: 155UE NO. DESCRIPTION X opo � � I ° ° (0 G°� nWW� o EX w I o I EXSTG. �1 N F- I C ONTRACTOR SHALL VERIFY OF Ngt. 13 v ® O= ® v \6 I IELD CONDITIONS AND �_ t�(V F-(V I BATH EX5T6. \R>1 QC SIONS AND BE .r~�i` kt�A C 2°X6° G.J. \ !)! _ , I ONSIBLE FOR FIELD FIT r.� �4 �p p lJl x ® No 16" \ - �_ I UALITY OF WORK. Or �jry 1 i HANDRAILXST&. \ = LOWANCES SHALL BE +� \ _ I IN BEHALF OF THE �- - — — — — — — — — — — — — — — — — — — — — — — 10'-4 12�_ I WALK-I N \\ O m I R OR NEGLECT ONRACTOR FOR ANY �CLOSET \ I RT.P OTOR TO GHEGK ALLEXSTG. WINR TO ENSURE THAT 013 GI35 \ ( ROWN FAGItS UP . I EXSTG. WIN d HDR. (2)2NIO" I EXSTG. WIN EXSTG. WIN \ n n NEW N 1 I 8 HDR. (2)2 IO HDR. I d HDR. 6 HDR \ b._ (5)2"X1 H '-b" 12"X6" R.R. BEFORE INSTALLATION. X X I I I \ a IF, OG w n I 1 _ _ - - J - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - JL DRAFTING, INC. m - 1 .. — — — — — — — — -I LINE OF ROOF O.H. 1O 3'-b" SDRnFTSMEN YP All T es Of Plans Drafted I I b L - - - - - . . 12'-3�" Providing The Finest In Affordable F I RST FLOOR FLAN NOTE: OR Jo I SYS S E G O I �� FLOOR FLAN 2 Drafting&Expediting Svcs" EXSTG. I EXSTG. I I REGU REDLUNDER PARALLEL , 2"X10" G. 2"X10" G. . Ib" OG @ 16" OG I I SCALE 1/4" = 1'-0" PARTITIONS AND ALL BATHROOMS. SCALE I/4 1 I " = I'-0" 707 Suite A Route 1�10af Farmingdale N.Y. 11735 C1 I (631) 843-1949 - (718) 224-0001 - Fax (631) 843-8190 SIN I aX, n EXSTG. I I = m RECREATION ROOM I I NORMAN G• LOKI F.E. ;= NYS LICENSE NUMBER 088525 4 i '70-7 ROUTE 110 Suite A-1 EX5T6. 8"x16" P.G. FND. WALL A_4 FARMINGDALE, NY 11155 EXSTG. 811P.G. FND. WALL I TEL: (651)755-7120 x FAX: (651)843-8110 X EXSTG. EXSTG. w I 2"X10" G. 2"X10" G.J� m 16" OG I I PROJECT TITLE: ® 16" OG SCHULTHE 15 2668 EXSTG. COL. L1 STORAGE 1 I RESIDENCE I 372 NORTH DRIVEN EXSTG. 8"x16" P.G. FLL ND. WA 1 N EXST6. 8"P.G. FND. WALL (V.I.F) MATTITUCK, NY I Ig52 EXSTG.'77) m I 1 16" OG v p 0 I ( m DRAWING TITLE: LU M N ® I I EXSTG. PROPOSED UTILITY ROOM I I I PARTIAL 5F-GOND STORY ADDITION OG— NATER TANK I i - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J DRAWN BY: DRAWING NO. CHECKED BY: N.G.L. A FOUNDATION FLAN SCALE: AS.SHOWN DA'T'E: PROD. NO. SCALE I/4" = 1'-O" 10/26/16 IC-212 LEGEND NEW FOUNDATION NEW PARTITION EXIST. PARTITION — — — — — — — DEMOLITION PARTITION / - - - - - - FOUND. SD NEW SMOKE DETECTOR RIDGE VENT RI06E VENT ® HARDWIRED WITH BATTERY BACKUP ASPHALT SHINGLES ASPHALT 5HINSLE5 NEW COMBINATION OR SEPARATE SMOKE / VERTICAL CEDAR 51DIN6 VERTICAL CEDAR 501119 GO/SD CARBON MONOXIDE ® DETECTOR(S) HARDWIRED WITH BATTERY BACKUP , — L.B. WALL LOAD BEARING WALL TOP OF PLATE TOP OF PLATE T.B.M. TO BE MAINTAINED ® POST TO BELOW 3• o„ 3�- O P05T FROM ABOVE P.T. PRESSURE TREATED MATCH EXISTING O.H. Q Q MATCH EXISTING O.H. HDG DOUBLE HOT DIPPED GALVAN I ZED VERIFY IN FIELD, IF DIFFERENT FROM PLAN 09 CONTACT DESIGN PROFESSIONAL FIN15H FLOOR - FINISH FLOOR POURED CONCRETE TOP OF PLATE ry TOP OF PLATE fl J015T HANGER W/ REO D XXX CAPACITY IN LBS. 'r TECO JOIST HANGER W/ 600 LB. CAPACITY (MINIMUM) FINISH FLOOR FIN15H FLOOR O O in to GRADE GRADE BEYOND [DATlE: 2 FIELD CHANGE I FOR FILING I5SUE NO. DESCRIPTION iv : NO C ONTRACTORSHALL VERIFY ( N , IELD CONDITIONS AND 'k SIONS AND BE ��" ,� AN C O FRONT ONSIBLE FOR FIELD FIT ELEVATION UALITY OF WORK. f '� LOWANCES SHALL BE '�► IN BEHALF OF THE 5 SCALE I/4 = I -O RAGTOR FOR ANY R OR NEGLECT ON y a, RT. 92 CONRTO NSURE THAT CTOR TO CHECK ALL RIDGE VENT ROWN FACES UPRE INSTALLATION. ASPHALT SHINGLES ���� ELEVATION VERTICAL SIDING JL DRAFTING, INC. 1111 DRAFTSMEN AU Types Of Plans Drafted Providing The Finest In Affordable Drafting&Expediting Svcs" TOP OF PLATE www.jldrafting.com 707 Suite A Route 110 • Farmingdale N.Y. 11735 (631) 843-1949 • (718) 224-0001 • Fax (631) 843-8190 NORMAN G. L.OK, F.E. NYS LICENSE NUMBER 0861525 707 ROUTE 110 Suite A-1 FIN15H FLOOR FARMINGDALE, NY 11735 in N TOP OF PLATE TEL` (631)755-7cI20 FAX: (631)843-81x0 0 PROJECT TITLE: SCMUL.T E I S RES I DEICE FINISH FLOOR 372 NORTH DRIVE o MATTI TUCK, NY 116152 : in GRADE DRAWING TITLE: PROPOSED PARTIAL SECOND STORY ADDITION R 1 OHT ELF-VAT I Oil SCALE 1/4" = I'-O" DRAWN BY: DRAWING NO. M.R. CHECKED BY: N.G.L. A— SCALE: -AS SHOWN DATE: PROD. NO. ? 10/26/16 16-2( i2 .fs. ��� RIDGE LEGEND (SEE PLAN FOR SIZE) t NEW FOUNDATION SIMPSON 0516 STRAP TIES a 16" O.G. NEW PARTITION (8) 8D COMMON NAILS INTO EACH R.R. (I6) 8D COMMON NAILS TOTAL EACH STRAP EXIST. PARTITION SIMPSON 05I6 STRAP TIES alb O.G. - - - - - - STRAPS TO BEAR 12" MIN. ON EACH R.R. — DEMOLITION PARTITION / OR PROVIDE - - - - - - 2"X6" COLLAR TIES 016" O.G. ROOF RAFTER FOUND. W/ (7) I6d COMMON NAILS a EACH END (SEE PLAN FOR SIZE SD NEW SMOKE DETECTOR G '�I Nz7 AND SPAGIN6) ® HARDWIRED WITH 2"X6" WINDSTORMBRACINGM�JOI `� STR TIE BATTERY BACKUP a 48" O.G. FIRST (2) R.R. BAYS NEW COMBINATION OR SEPARA E SMOKE / MATCH EXISTING PITCH RAFTER TO R I D G E TO RAFTER GO/5D CARBO MON x DE 2"X6" R.R. a I6"O.G• /''® '�I /` �I ® DETECTOR(S) HARDWIRED .• 1/2" GDX SHEATHING �/ I �l �/T I O I `► DETAIL WITH BATTERY BACKUP (2) LAYERS #15 151-06. PAPER ASPHALT SHIN6LE5 L.B.' WALL LOAD BEARING WALL DOUBLE ICE t WATER SHIELD RIDGE VENT N.T.S. T.B.M. TO BE MAINTAINED ROOF RAFTER (SEE PLAN FOR SIZE AND 5PAGIN6) ® POST TO BELOW UNDER ASPHALT SHINGLES. 2x8 RIDGE FASTEN MT530G TO R.R. WITH ('1) IOD COMMON NAILS SHIELD TO CONSIST OF SELF- O POST FROM ABOVE ADHERING POLYMER MODIFIED BITUMEN SHEET. SHEET 15 TO SIMPSON MTS300 CONNECTOR a 16" O.G. COMPLY WITH ASTM D 111'10.. • DOUBLE TOP PLATE (SEE PLAN FOR SIZE) P.T. PRESSURE TREATED SIMPSON MT5300 HURRICANE CLIP FASTEN TO STUD WITH 0) IOD COMMON NAILS PROVIDE SOLID BLOCKING •HDC DOUBLE HOT DIPPED CONNECTOR EA. R.R. TO STUD 12 - - BETWEEN G.J. TO AL16N WALL STUD (SEE PLAN FOR 51ZE AND SPAGIN6) GALVANIZED a I6" O.G. 3 - - NEW 2"X6" R.R. TO EXSTG. R.R. • V.I.F. VERIFY IN FIELD, IF 6U I I ER d LEADERS . '• DIFFERENT FROM PLAN TOP OF PLATECONTACT I"X6' RIM BOARD •. PROFESSIONAL 2'-011 \- 5'-O"O.H. TO MATCH EXSTG. 1/2" 6JN.B. R-21 INS. PROVIDE LATERAL BRACING P.G. POURED CONCRETE CONT. VENTED PROPOSED a MIDPOINT I ® I �4 T ® I `� JO 1ST HANGER W/ REQ'D - SOFFIT MASTER BATH T I XXX CAPACITY IN LBS. TYPICAL NEW WALL CONSTRUCTION: (2)2"Xb" TOP PLATE SISTER NEW 21IX6" STUDS 6 I6"0.0. (1)2"XIO" F.J. alb" O.G. HURRI (foANE �/L I F DETAIL TECO JOIST HANGER W/ 600 LB. 1/2" 6J^IB. TO EXSTG. GAPAGITY (MINIMUM) 2 1I '611 S f{pE 2"Xall G.J. 0161, O.G. 1/2" GDX PLYWOOD SHEATHING TYVEK 3/4" PLY. FINISH FLOOR 3/8" FOAM BACKER (K-IA) 5UB FLOOR N.T.S. in a VERTICAL CEDAR 51DIN6 R-13 INS. R.R. TOP OF PLATE (SEE PLAN FOR SIZE 3 SPAGIN6) N , LTSI6 a EACH R.R. (R.R. TO HDR. 4 KING STUD) SIMPSON 0516 STRAP TIES WHEN R.R. END OVER HDR. a16" O.G. (STUD TO STUD) (8) IOD COMMON NAILS REOV EXSTG. SIMPSON HURRICANE CLIP EXSTG. O.H. KITCHEN '� (SEE PLAN FOR DETAILS) SIMPSON HTS16 TWIST STRAPS [DATE: 2 FIELD CHANGE RAP EACH (16) IOD COMMON NAILS REQ'D I FOR FILING i KING (6) 12" 51MP50N 0520 TIES ISSUE NO. DESCRIPTION LAP TIES UNDER SILL FIN15H FLOOR ' (8) 8D COMMON NAILS PER TIE REQ'D ® 1 I ® I ' T IE5rzrzCTO [AF I LDC SHALL VERIFYEXSTG. IELD CONDITIONS AND CORROSION PREVENTION NOTESDIMENSIONS AND BE 2 xl0 F.J. I 51 L OF WORIL. �Q O� AN 0�� ® I6" O.G. HEADER TO �.J A G K FOST T TA IL NSIBLE FOR FIELD FIT ' (V.I.F.) `� LOWANGE5 SHALL BE IN BEHALF OF THE CONTRACTOR FOR ANY M EXSTG. OR NEGLECT ON ON ANr2 STORAGE ROOM N.T.S. RT. ��P6^ X89525 8"X16"'P.G. FND. FTG. 4" BOLTS ®I6" O.G. STA66ERED 4" CTO CONRR To ENSURERACTOR TO RECK HATALL4" P.G. SLAB IA. GRADE 5 STEEL BOLTS OWN FACES UPE INSTALLATION. . 1 A36 STEEL PLATES (SEE PLAN FOR SIZE a --- - - --- -- - - - - — - - - - - - - - -- JL DRAFTING, INC. v I— u 0 0 0 Q z DRAFTSMEN All Types Of Plans Drafted m� I- . '-- ---'- - -- - - - - - - - - - - - - - - - ����� � � Providing The Finest In Affordable ATTIC ACCESS S E C T I O N I A 1 I Drafting&Expediting Svc's" PER R807.1, NYS RESIDENTIAL GODS, - - MINIMUM 22"X30" ATTIC ACCESS OPENING •(U OR (2) A36 STEEL " (2) ORM WOOD ' BEAMS A5 TO BE PROVIDED IN A READILY „ „ FLITCH PLATES A5 www.jldrafting.com ACCESSIBLE LOCATION IF ATTIC SPACE IS SCALE 1/4 = 1 -O SPECIFIED ON PLAN - SPECIFIED GREATER THAN 30 S.F. I HAS A 1/PACE 15 NOTE` Jam. I TG J` T ON PLANS 731 Suite A Route 110 • Farmingdale N.Y. 11735 �, „ ALL FRAMING LUMBER j (s31) 843-1949 • (718) 224-0001 • Fax (631) 843-8190 HEIGHT OF 30 OR MORE. MINIMUM '.30 TO BE DOUGLAS I HEADROOM REOV AT 50ME POINT ,ABOVE FIR-LARCH #2 OR FASTENIN& DETAILS (2) ROW5 I/2" DIA. GRADE 5 BOLTS NORMAN G. L O K, F.E. THE ACCESS OPENINGA OPENING. 1, alb O.G. N.T.S. NYS LICENSE NUMBER 081525 I/3 OF 1/3'OF HEADER 1/3 of SPAN SPAN 6" 70'1 ROUTE 110 Suite A-i (SEE PLAN FOR SIZE) SPAN O NOTGHE <1/5 DEPTH � FARMI NGDALE, NY I I-I55 LU O OR HOLES OF J015T USE TWO ROWS OF IGD TECO CONNECT NAILS a b" O.G. ALL G.J. CEILING J015T A STAGGERED 50 THAT (5EE PLAN FOR SIZE d SPAGIN6) TEL: (651)755-l120 O IL O tu O I--6'' �I NAILS ARE NOT FAX: (651)845-8110 NAS I—1 VERTICALLY ALIGNED. 0 0 515TEREP J015T '1 PROVIDE A MIN. 2" NAIL PATTERN '1 r- PROJECT TITLE: SEPARATION <I/6 DEPTH OF JOISTAND NOTCHES '1 • BETWEEN HOLES NOTCHES ARE NOT ,11 FROM EA. OTHER PEfzMITTED IN TEH I I II I/2" 6 wB. 51MP50N 36" GS16 METAL STRAP TIES SGHULTHE I S Q STUD OAND FROM ENDS F MEMBERS SAME LOG. fi5 HOLES •I 1 I I a I b" O.G. G •I 1 1.1 I.1 I 1•I (24) 80 COMMON NAILS REQ'D ✓ I V N FLOOR JO ,I L — I � I I I I U�.�- ATT I G 3"12 NORTH DRIVE 0 o N 2ND FLOOR WALL STUD I r ' MATTI TUCK, NY I I Q52 z w (SEE PLAN FOR SIZE t EMI WALL BRACING I�I 1�1 1�1 (3I RD E R DETAIL z O 1/3 OF 1/3 OF SPAGIN6) REQUIRED AT 1/3 POINTS = 1/5 OF SPAN SPAN <1/3 DEPTH SIMPSON 0516 STRAP FIRST (2) BAYS .I 1 1.1 I•I 1 --- SPAN O NOTCHE OF JOIST TIES a 16" O.G. z < I/4 DEPTH OF STUD N OR HOLES (10) 80 COMMON NAILS TO F.F. STUD I 1 ( I I I I I I N.T.S. NOTCHES ARE >\10T w $ WING TITLE: Q PERMITTED IN THE SAME Q�� DRA (10) 8D COMMON NAILS TO S.F. STUD .I - I I I - I 1 (5) 8D COMMON NAILS TO RIM JOIST LOGATI ON AS HOLES 't u - - - -U- - - - �- MIN O N- •k O TOTAL (25) 80 COMMON NAILS p 1 < 2/5 DEPTH Or STUD 2ND FLOOR, FLOOR JOIST HOLDOPIPE OR OTHER T OC WN � I � �3/5 D1 EPTH OF STUD v O 4 SPACE)PLAN FOR SIZE PENETRATION PROPOrJD z PROVIDE A MIN. 2 (FOR DOUBLE STUDS ONLY) SEPARATION <I/5 DEPTH OF JOIST (2) TOP PLATE EXTERIOR WALLS TO BE SHEATHED WITH 1/2" GDX PLYWOOD 5/4" PLYWOOD �� �� PARTIAL SECOND STORY _--PROVIDE A MINI. OF 2" BETWEEN HOLES NOTCHES ARE NOT (5EE PLAN FOR SIZE) STRUCTURAL PANELS ON THE EXTERIOR ATTACHED WITH 80 FLOOR (2) 2X4 TOP PLATE ADDITION SEPARATION BETWEEN HOLES AND NOTCHES PERMITTED 1N THE IST FLOOR WALL STUD COMMON NAILS AT 6" O.G. AT PANEL E06ES AND 12" O.G. IN THE PLATE AND NOTCHES FROM EA. FROM EA. OTHERFIELD, AND 1/2" GYPSUM WALLBOARD ON THE INTERIOR ATTACHED OTHER AND FROM THE ENDS SAME LOG. AS HOLES (SEE PLAN FOR SIZE WITH 5D COOLER NAILS ATP O.G. AT PANEL ED&E5 AND 10" O.G. OF MEMBERS AND FROM ENDS AND SPAGIN6)OF MEMBERS IN THE FIELD. EXTERIOR SHEATHING SHALL BE CONTINUOUS FROM THE BOTTOM PLATE TO THE UPPER TOP PLATE, WITH ALL PANEL • ED6E5 OVER FRAMING.EXTERIOR AND BEARING WALLS GEILING JOISTS ROOF RAFTERS DRAWN BY: DRWING NO. ✓ ✓TR® & TIE EXTERIOR Y� ALL M.R. NOTCH I NO AND DR I LL I N67 STUD TO STUB A I' /�' DET A IJ..I vIlI ��.J APPROVED NON-GOMBUSTI BLE CHECKED BY: >� FIRE STOP MATERIAL. N.G.L. — FOR 1 NOOZD FRAME �ONNE�T I ON DETAIL DSG�LE: N.T.S. ATA I L AOR I fi� STOP AS SHOWN N.T.S. N.T.S. DATE: PRO-J. NO. , M 10/26/16 16-2112 �s WALL SHEATHING TO EXTEND TO TOP Nailing Schedule from Table 3.1, WFCM-2015 LEGEND OF TOP PLATE • I Joint Description Number of Nalls Nall acro <•.: O i( / 1 O® I I - �- - - - - ROOF FRAMING Spacing L�(O NEW FOUNDATION 6WB TO COMPLY WITH R-102.1, 8702.3, Rafter to To Plate ('Toe-nailed) (See Table 8.4A) per rafter - TABLE 81102.1 (2) p p NEW PARTITION Ceiling Joist to Top Plate (Toe-nailed) (See Table 5.4A) per joist DEFLECTION OF ALL MEMBERS Gelling Joist to Parallel Rafter (Face-nailed) (See Table 5.9A) each lap EXIST. PARTITION I!1 Gelling Joist Laps over Partitions (f=ace-nailed) (see Table 5.41A) ea. lap 141.6' \ COMPLIES WITH CLAUSE R501.1 NYS Collar Tie to Rafter (Face-nailed) (See Table 5.6) per tie - _ _ _ _ _ - DEMOLITION PARTITION / 2-7.1' - �[_ IRE51DENTIAL CODE Blocking to Rafter(Toe-nailed) 2-8d each end FOUND. Rim Board to Rafter (End-nailed) 2-I6d each end ALL DETAILS ON THESE PLANS KALL FRAMING SD NEW SMOKE DETECTOR I EXISTING 0 O PROPOSED _ I ' PROVIDE A CONTINUOUS LOAD PATH. Top Plate to Top Plate (Face-nalled) 2-I6d per foot ® HARDWIRED WITH ! GARAGE DECK OVERHANG -# Top Plates at Intersections (Face-nailed) • 4-I6d joints -each side BATTERY BACKUP I - 6'00CONTRACTOR TO ENSURE FIT OF ALL Stud to Stud (Face-nalled) 2-I6d 24"o c. 51MP50N CONNECTORS BEFORE Header to Header(Face-palled) I6d Ib"o c. along edges NEW COMBINATION OR o' OBTAINING THEM Top or Bottom Plate to Stud (end-nailed) (see Table 55A) SEPARATE SMOKE / _ so•a' EXI5TIN6 - Bottom Plate to Floor joist,Bandjoist, GO/SD In 2 STORY End joist or Blocking (Face-nailed) 2-I6d per foot CARBON MONOXIDE L6 DESIGN PRESSURE RATING OF FLOOR FRAMING � ® FRAME - ^ , \ / WDETECTOR(S) HARDWIREDINDOWS TO BE DP-30 MIN. PER Joist to 5111,Top Plate or 6lyder(Toe-palled) 4-Sd per joist WITH BATTERY BACKUP TABLE 8301.2 (2) NYS RESIDENTIAL Bridging to Joist (Toe-palled) 2-ed each and ® 1 GORE (page 26) ALSO'REFERENGE Blocking to Joist (Toe-nailed) 2-8d each end L.B. J/4ALL LOAD BEARING WALL I - &.0 1.0 613.3 Blocking to SIII or Top Plate (Toe-nailed) S-I6d each block Ledger Strip to Beam (Face-nailed) 5-I6d each joist , . . TO BE MAINTAINED PROPOSED ALL R.R. t STUDS TO ALIGN TO -Dist on Ledger to Beam (Toe-nailed) 5-8d per joistoV ® I SECOND STORY ADDITION 16.6' - ALLOW PROPER CONNECTION OF H2A Band Joist to Joist (End-nailed) 5-I6d per joist POST TO BELOW CONNECTORS Band Joist to 5111 or Top Plate (Toe-nailed) 2-I6d per foot m ® ROOF 5FEATHING O B POST FROM AOVE STAIR TREADS TO BE q" PLUS 3/4°\ N 155'67 Structural Panels 8d (See Table 5.10) Diagonal Board Sheathing 12"o c. (field) P.T. PRESSURE TREATED 167.12' NOSING MIN. d RISERS TO BE MAX. I"xb" or I"x8" 2-8dper su ort N 8-1/4" PER 8511. NOSING 15 NOT I"xlo" or wider 5-8d per support HDC, DOUBLE HOT DIPPED to 17102 REQUIRED WHERE THE TREAD DEPTH CEILING 5HEATHINcS GALVANIZED ® - IS A MIN. OF II" Gypsum Sd coolers 7" edge / 10" field V•I.F. VERIFY IN FIELD, IF I GLAZING THAT IS LESS THAN 16" A.F.F. Wood Structural Panels 8d (See Table 5.11) DIFFERENT FROM PLAN� TO BE TEMPERED GLASS PER 8308.4. 5tuctural Fiberboard Panels Wedge CONTACT P.G. N "" iglroofingnail " g "fl 25M2tgo oly. roofing nail Sede /bfied PROFESSIONAL 1ALL INSULATION HAVE VAPOR Gypsum edge / 10"field POURED CONCRETE� 5ARRIER FACING HEAEAREA. Hardboard (see Table 5.Nacl o 1®® O Particleboard Panels 8d (See Manu?) TEMPERED GLASS REOV IF WINDOW Diagonal Board Sheathing n JOIST HANGER W/ REOV TEMPER IS 5'-0" OR LF-95 ABOVE INV or IN&" 2-8d per support XXX CAPACITY IN LBS. 11x10" or wider 5-8d per support STANDING SURFACE OF,TUB/ SHOWER FLOOR SHEATHING TECO JOIST HANGER W/ 600 LB. Wood 5tructural.Pamels WOOD I-JOISTS TO BE INSTALLED IN I" or less 8d Wedge / 12" field CAPACITY (MINIMUM) ACCORDANCE WITH MANUFACTURER'S greater than I" 10d 6" edge / 12" field 5 I TE FLAN INSTRUCTIONS. INSTRUCTION MANUAL Diagonal Board Sheathing TO BE KEPT AT JOB SITE. IN6' or INV 2-8d per support I"x101 or wider 5-8d per support SCALE I = 20 -O NOTE - ALL NAILS 5PE,.IFIED TO BE COMMON NAILS. ALL BUILT-UP LVL BEAMS MAY BE FROM A SURVEY REPLACED BY SOLID LVL BEAMS OF THE SAME OVERALL DIMENSIONS. SITE INFORMATION: SMOKE ALARMS, CARBON MONOXIDE ALARMS AND CARBON SIMP50N CONNECTORS MAY BE MONOXIDE DETECTORS MAY BE BATTERY OPERATED, SECTION: 106 REPLACED BY EQUIVALENTS. J1 CORD-TYPE OR DIRECT PLUG WHEN INSTALLED IN BUILDIN65 BLOCK: 28 WHERE EXISTING INTERIOR WALL AND CEILING FINISHES ARE 3/27/18 3 CLIENT CHANGES LOT: 4 NOT REMOVED PER EXCEPTION TO R314.6 3 8315.5 MULTIPLE SGL BEAMS (MIGROLAM ZONE: R-40 ETCJ TO BE A55EMBLED 6 INSTALLED 11/17/16 2 FIELD CHANGE REQUIRED PROVIDED PER MANUFACTURERS 10/28/16 1 FOR FILING LOT AREA: 40,000 s.f. 31,g87.8s.f. 14" v.r.R. SPECIFICATIONS. LOT AREA OCCUPIED: 5.f. 2,386.gs.f. I DATE: ISSUE NO. DESCRIPTION OCCUPIED: 20% 7.5% _ STATE OF NEW YORK PLAN REQUIREMENTS: FRONT WIDTH: 150' 81.60' GORE ANALYSIS ' pF N SIDE YARD: 15' 10.1' / 20' 501 V _ CONTRACTOR SHALL VERIFY , f _ _ _- j� I I \\ I. THE STANDARDS USED FOR THE DESIGN OF THE BUILDING ARE THE 2016 NYSRG (2015 ALL FIELD CONDITIONS ANDDIMENSI NS AND BE SIDE YARD5 AGGREGATE:-55' 50.1' _ -�- I I \\ IRC 2ND PRINTING),.2016 NYSEBC (2105 IEBC 5TH PRINTING), 2016 NYSEC (2015 IECG RE512ON�BLE FOR FIELD FIT REAR YARD (I STORY): 50' 155.67' \ 2ND PRINTING), NYS 550 2016 UNIFORM CODE SUPPLEMENT, NYS BSG 2016 SUPPLEMENT AND QUALITY OF WORK. ' HEIGHT: 55' N/A I I \ TO THE NY5 ECGC AND THE WOOD FRAME CONSTRUCTION MANUAL. NO ALLOWANCES SHALL BE -1/2" 1 1/4" V I 1 1 1/4" V 2" V 5" V 3" 5 NOTE: MADE IN BEHALF OF THE :y , FRONT YARD SETBACK: 50 141.6 2. THE AREA OF THE PROPOSED SECOND STORY ADDITION 15 186 5Q. FT. CONTRACTOR FOR ANY _ I I I 2" V PER EXCEPTION TO 8301.2.1.2 GLAZING NEED I I NOT PASS THE MISSILE TEST IF WOOD 3. PLEASE SEE TABLE 8301.200 BELOW, It ERROR OR NEGLECT ONHIS PART. STRUCTURAL PANELS MIN. 7/16" THICK (MAX CONTRACTOR TO CHECK ALL _ y�AS}} SPAN OF 8-0)„ ARE PROVIDED. PANELS TO BE 4. QTY. WINDOW TYPE PROVIDES EGRESS? PASSED MISSILE TEST? LUMBER TO ENSURE THAT MACH IDENTIFIED t PRE-GUT TO FIT GLAZING, 2-1/2" #8 1 0135 CASEMENT NO YES * THE GROWN FACES UP 3/28/18 2ND LRLj WOOD SCREWS 6" O.G. TO BE PROVIDED PER I G335 CASEMENT.. NO YES * BEFORE INSTALLATION. ' 1 1/4" W I 3:: yl 1-1/2" w 2" wJ I TABLE 501�2.1 2 1 SEE EXCEPTIO TO R301.2.1.2 TO LEFT JL DRAFTING, INC. col 2 W IGD 5" W DRAFTSMEN All Types Of Plans Drafted TABLE R301."T NOTE: COMPLIES WITH EGRE55 (R 310) 4 LIGHT 4 VENT (8303) ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS QN, DOOR TYPE Providing The Finest In Affordable STRUCTURAL MEMBER DEFLECTION I 3068 STANDARD INTERIOR DOOR Drafting&Expediting Stn's" 3" 5 Rafters having slopes greater than 3/12 L/180 Kith no finished oall1mg attached to rafters Interior walls and partitions H/180 www.jldrafting.com 15T FLR Floors and plastered cellin s L/360 707 Suite A Route 110 - Farmingdale N.Y. 11735 FAI All other structural members L/240 (631) 843-1949 • (718) 224-0001 • Fax (631) 843-8190 Exterior walls with plaster or stucco H/360 4" V finish 5119 " 5 Exterior walls -- wind loads with L./240 5. PLEASE SEE THE ATTACHED REScheck PRINTOUT FOR ENERGY CODE COMPLIANCE. NORMAN G. I OKF.E. brittle finishes 6 X . PLEASE SEE THE NAILING SCHEDULE ABOVE. I L , ' Exterior walls -- wind loads with L/120 flexible finishes I 1 7. THE COMBINATION CARBON MONOXIDE/ SMOKE DETECTOR AND SMOKE DETECTORS ARE NYS LICENSE NUMBER 081525 7 RISER4" To APPROVED NOTE: L= span length, H= span height. 5HOWN ON THE FLOOR PLAN. I I l I �I COI 4" W SEPTIC SYSTEM a. The wind load shall be permitted to be taken as 0.7 times 8. CONTRACTOR TO VERIFY WINDOW 4 DOOR 51ZE AND QUANTITY MATCHES PLAN. -701 ROUTE 110 SU Ite A-I iL�d ' `� the Component and Cladding loads for the purpose of the FARM I NGDALE, NY 11-135 determining deflection limits herein. 4" HOUSE TRAP TEL: (630755-1120 N.T.S. IN GONG PI TABLE R301.2(I) CLIMATIC, AND GEOGRAPHIC DESIGN CRITERIA' FAX: (631)845-8110 WIND DESIGN SUBJECT TO DAMAGE FROM AIR MEAN GROUND SEISMIC WINTER ICE BARRIER FLOOD FREEZING ANNUAL CORROSION PREVENTION NOTES: SNOW WIND-BOURNE DESIGN DESIGN UNDERLAYMENT HAZARDS SPEED TOPOGRAPHIC SPECIAL WIND FR05T LI INDEX TEMP LOAD (MPH) EFFECTS (s) REGION (o) DEBRIS ZONE CATEGORY WEATHERING DEPTH TERMITE TEMP REQUIRED New types of pressure treated lumber are much more corrosive to metals than GGA. (0) PROJECT TITLE: The following Is req'd: 20 PSF 130 G SEVERE 3'-0" MOD-HEAVY 15 YES I.All Simpson connectors, straps, hangers, etc. to be Z-Max type (6185 (5alvanized) when contacting pressure llI I ITTll15 treated lumber (minimum). (s) M516N CRITERIA TO BE FILLED IN BY JURISDICTION PER APPLICABLE FOOTNOTE �f 2. If contacting ACZA or AGO-D Chloride pressure treated lumber or if used In or near waterfront locations, �jG>-TtJJ� all Simpson connectors, straps, hangers, etc. to be stainless steel type. ALL GLAZING TO BE HIGH PERF. LOW-E TYPE. LOCATION DESIGN LIVE C 3. Z-Max may be used If double &race Vycor deck protector membrane barrier is provided (see MAX GLAZING, l" www.strongtio.com). LOAD, PSF 4. Termite shield to be copper type. (PER R301.5) NORTH DRIVE 5. All malls Into pressure treated lumber to be double hot dipped galvanized type. NOTE' NON-SLEEPING, ROOMS 40 ROOFING NOTES: FINISH WORK NOTES: ALL FRAMING LUMBER TO BE DOUGLAS SLEEPING ROOMS 50 MATTITUCK, NY I IC152 I.All metal flashin where called for on plans shall be copper or aluminum. FIR-LARCH #2 OR BETTER. ROOF + 20 g p pp I. Trim, moldings, casings, window frames, etc. shall match existing unless otherwise noted on drawings. • 11. Contractor shall provide gutters and leaders as required and shall connect them to approved storm water 11. All Gypsum Board walls and cellings shall be taped, spackled, ready and acceptable to Owner's painter unless ATTIC WITH STORAGE 20 drainage system. otherwise agreed to by the owner. FIRE BLOCKING d DRAFT STOPPING REOV PER ATTIC, WITHOUT STORAGE 10 Ill. All exterior openings shall be properly flashed. 111. Contractor shall provide wood steps to grade. Number of steps as required by code. All deck lumber to be 8302,11, 8302.12 d 8502.2.2 DEGK5 40 IV. All work shall bear a written one (1) year guarantee from Roofing Contractor from the date of Owner's. pressure treated. 11 BALCONIES 40 DRAWING TITLE: acceptance. W. Contractor shall provide cgutters and leaders as required and shall connect them to the approved storm water HANDRAIL5 200 V. All roof Intersections to have flashing to extend 8" (measured vertically) above flat roof. drainage system. DEAD LOAD FOR ALL = 10 PSF PER 8301.4 Vi. Built up roof Is to be of 5-ply built up roof with gravel topping, ties Into existing. V. Contractor shall seal and Iprime all doors Immediately upon installation to avold warping. + PER R301.6 VII. Roofing shall be either 235# square asphalt shingles over 15# felt or 3-ply mineral surfaced spec. VI. All exterior doors to have a maximum "U" factor of .141. GENERAL NOTES: GG #423-Y4MD as manufactured by Owens Corning Fiberglass Corp. or approved equal. (2 perma plies with I VII. Glass In doors, sidelights, and shower enclosures shall be sized, constructed, treated or combined with other 1. Engineer Is not responsible for job supervision. PROPOJD perms-cap sheet 200# square) materials as to minimize effectively the possibility of Injuries to persons In the event this glass Is cracked or broken. ll. Construction Is to be left open until the local building department official has visited the site and Instructed that VIII. New work shall tie In and lap as to prevent leakage. VIII. All new windows shall be perms-shield finish in white as manufactured by Anderson or approved equal - construction may continue. J.L. Drafting is not responsible for the scheduling of inspections and can not be heldPARTIAL SECOND STORY IX. All exterior nailing shall be aluminum or galvanized. furnished with insect screens, grilles,jamb extensions, trim. etc. with 5/8" Insulated glass unless otherwise agreed to. liable for costs to expose construction as required for Inspection. ADDITION X. Flashing to be provided at all roof penetrations, pipes, vents, skylights, chimneys and roof ventilators. IX. Window manufacturers shalll certify that their products meet minimum "U" values Indicated and air Infiltration rates. III. Contractor to verify adequacy of existing foundations, bearing walls and headers to bear new construction. Flashing to be provided at hips, ridges,valleys, changes of roof slope, gable ends and top of foundation walla. X. The mechanical system shall] be Installed In accordance with chapter 12-24 of the Residential Code NY State. IV. Contractor to confirm that all asbestos Insulation has been removed from the premises by a licensed asbestos A. Install shims to provide for roof venting In flat roof areas. A. The plumbing system shall be Installed In accordance with chapter 25-32 of the Residential Code NY State. removal company before the start of construction. XII. All Interior leaders are to have I" foam sound Insulation over PVC piping. Please certify that the existirng H.V.A.C. can support the new addition. V. These drawings have been prepared by or under the direction of the undersigned and to the best of the XII. The electrical equipment and wiring shall be installed in accordance with chapter 33-42 of the Residential Code undersigned's knowledge, belief, and professlowl judgment are In compliance with the New York State Energy PLUMBING NOTES: NY State. Conservation Construction Code and the Residential Code of Naw York State effective 10/4/16. I.All plumbing work shall be In strict conformance with all state and local codes. XIII. The skylights are to comply with section R306.6. VI. It Is a violation of the New York State Education Law for any person, unless acting under the direction of a DRAWN BY: DRAWING NO. 11. Hot water heater shall have a maximum temperature setting of 120 degrees F. XIV. The minimum Insulation thla;kness for H.V.A.C. pipes shall be Installed in accordance with section N1105.5. registered Architect or a licensed Professional Engineer to altar any Item on this drawing. All alterations must be M.R. III. Provide hot and cold water supply lines to a new refrigerator as required by manufacturers specifications. XV. The minimum Insulation thiclkness for hot water pipes shall be Installed In accordance with section NI104.5. made In compliance with the New York State Education Law, and Construction Code. The undersigned professional IV. Provide insulation on all new piping as required code. XVI. In all framed walls, floors and roof/cellin comprising elements of the building thermal envelope, a moisture whose seal appears hereon assumes no responsibility for any such alteration or re-used without his written consent. p p g q, by 9 P 9 9 P CHECKED BY: .. V. Remove and relocate all existing piping as required to assure the proper execution of the work. vapor retarder shall be instaailed on the warm-in-winter side of the Insulation in accordance with section R318. VII. The liability of JL Drafting, Inc. E Norman Lok Interrante for errors, omissions and/or negligence resulting In VI. below ground waste lines shall be E.H.C.I. piping. XVII. Wall and ceiling finishes ,eholl have a flame spread classification of not greater than 200 with a personal Injuries, property dpmage, or any consequential damages Is limited to the amount of the fee paid for these N.G.L. VII. Potable lines shall be type "L" copper, smoke-develpoment Index of not greater than 450 In accordance with section R315 and insulation shall have a flame drawings. The retention or use of all or any part of these drawings will constitute acceptance of this limitation of VIII. All gas or oil piping required shall be performed by the plumbing contractor. spread index of not greater than 25 with smoke-developed Index of not greater than 450 in accordance with liability. JL Drafting, Inc. E Norman Lok Interrante have no liability to persons other than the client for whom these SCALE: IX. Sanitary disposal system shall be.County Department of Health Service approved for design and Installation.section R316. Wall and ceiling finishes to comply with R515 and 8316, NY State Res. Code. drawings were prepared. Anyone other than JL Drafting's clients who relies on these drawings does so at their own X. Contractor shall provide hot water baseboard heat throughout at perimeter wall unless otherwise noted. XVIII. Interior wall covering Onall be Installed In accordance with section R'102.3 and exterior wail covering shall be risk. Copyright 2016 JL Drafting, Inc. ; , AS SHOWN A. Water main must be 7'-0" away from the sanitary disposal system and 4'-O" deep. Installed in accordance with section R'103.4. VIII. The Issuing and /or granting of any certificate of use or occupancy Is totally and completely under the control XII. In bearing walls or partitions, no stud is to be cut more that 1/3 Its depth to receive piping, duct, or XIX. Asphalt shingles shall be Installed In accordance with section R905.2. of the town, village, city or county government. Norman Lok, P.E. and JL Drafting, Inc. assume absolutely no DATE: �PROJ. NO. electrical work. XX. Double floor joists required under parallel partitions and all bathrooms. responsibility for the Issuing and or granting of any certificates of use and /. or occupancy. �C�26�I6. 16-2c12 SEP 1 8 2018 y•,vti �A LEGEND NEW FOUNDATION NEW PARTITION A--4 EXIST. PARTITION — — — — — — — DEMOLITION PARTITION / - - - - - - - FOUND. SD NEW SMOKE DETECTOR 1/3 OF 1/5 OF ® HARDWIRED WITH 1/5 OF SPAN SPAN BATTERY BACKUP SPAN O NOTGHE OF J015r DEPTH N OR HOLES NEN of SEPARATE I SMOKE /NATION R Q Lu U- L GO/SD CARBON MONOXIDE z O cru LN Q QIU — --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -i y OQ O ® DETECTOR(S) HARDWIRED N v �� I - - - - - - - - - - - - - - - - - - - - - - - - - I WITH BATTERY BACKUP 0 o vp I ,- - - - - - - - - I PROVIDE A MIN. 2" I I !x a I I L.B. WALL LOAD BEARING WALL SEPARATION r"'C",Ef TH OFJOIST I IT.B.M. TO BE MAINTAINED BETTOTGHES S TS ARE NOT I I i0 I n iv ANDPERMITTED IN TEH I x N x I 0 P05T TO BELOW Q FROM EA. OTHER SAME LOG. AS HOLES I X X I = W o POST FROM ABOVE Q O L� STUD AND FROM ENDS I I m m _ of MEMBERS _ _ _ _ _ _ — — I I L — — — — — — — — P.T. PRESSURE TREATED L w FLOOR JO I ST r _ _ L _ I HDC, DOUBLE HOT DIPPED o 1-1 1 - - - - - q - - - - - - - � I GALVANIZED tu M, o 1/3 OF I I I I I I 1�.I.F. VERIFY IN FIELD, IF 1/3 OF EX5TG. EXSTG. z r SPAN I I '- �� �� �� I I DIFFERENT FROM PLAN I/5 OF SPAN <I/3 DEPTH O G. 2 XIO G. CONTACT DESIGN - F SPAN qO NOTGHE OF JOIST i i I6" OG 16" OG PROFESSIONAL z < 1/4 DEPTH OF STUD N OR HOLES NOTCHES ARE NOT w p OC OC Q PERMITTED IN THE SAME Q N I I 1 I I P.G. POURED CONCRETE p LOCATION A5 HOLES ¢u 5/8" MIN O N- 1p I N I %v i fl JOIST, HANGER W/ REG'D ° T' si/5 DEPTH OF STUD o I I X � w EXSTG. I I XXX CAPACITY IN LB5. m m RECREATION ROOM O < 3/5 DEPTH OF 5TUD " v I 1 1 —rd JOIST HANGER W/ 600 LB. z PROVIDE A MIN. 2 I O (FOR DOUBLE STUDS ONLY) <I/3 DEPTH OF JOIST I I I TECO . PROVIDE A MIN. OF 2" SEPARATION I r'_ CAPACITY (MINIMUM) SEPARATION BETWEEN HOLES BETWEEN HOLES NOTCHES ARE NOT AND NOTCHES PLATE AND NOTCHES FROM EA. FROM EA. OTHER PERMITTED IN THE I I Q I A OTHER AND FROM THE END5 AND FROM ENDS SAME LOG. AS HOLES OF MEMBERS OFA I I Q Q EXSTG. 8"x16" P.G. FND. WALL A-5 EXSTG. 8"P.G. FND. WALL EXTERIOR AND BEARING WALLS GE I L I N6 JO 15TS / ROOF RAFTERS �_ N X " 1 LU LU EX5TG. I 2'X10" G. . 12-3 �I 1 m 2"X10" G. m ® 16" OG i �O T�H I I�I�O AND D R I L L I I �& I I 161, 00 I I 11/1'1/16 2 FIELD GRANGE 3 CLIENT GRANGES FOR WOOD FRAME MEMBERS I I _ I 1 I I L — — — — — — — — — — � "• GO/SDQ7-- _ _ _ _ _ _ _ _ _ _ 10/28/16 I FOR FILING 2668 EXSTG. I DATE: ISSUE NO. DE5CRIPTION, y/ N.T.5. I 1 EXSTG. COL. Q STUDY iv EX5TG. 8"x16" P.G. FND. WALL (V.I.F) K X EX5T&. 6"P.C. FND. WALL (V.I.F) CONTRACTOR SHALL VERIFY ty ALL FIELD CONDITIONS AND OF NE W EX5TG. j I ( DIMENSIONS AND BE 2"XIO° C.-\. ` O RESPONSIBLE FOR FIELD FIT .7• W`< - 5 Af 16° OG O O '� I AND QUALITY OF WORK. < y= NO ALLOWANCES SHALL BE:� ,_ l�= I - MA1DE IN BEHALF OF THE ;. 3 2ND FLOOR WALL STUD = X H_O `fl V O f � w (SEE PLAN FOR SIZE 4 I -3 lb I CONTRACTOR FOR ANY d)" K SPACING,) X W �f ERROR OR NEGLECT ON Ir SIMPSON G516 STRAP 0 � W(V � ���C i HI5 PART. � ' � '���5 ua CONTRACTOR TO GHE/K ALL TIES ® Ib" O.G. i (10) 8D COMMON NAILS TO F.F. STUD ¢'� I LUMBER To ENSURE 7'AT EXST6. THE GROWN FACES Up (10) 8D COMMON 'dAILS TO S.F. STUD 1 Q I BEFORE INSTALLAT�N. ;,,r - (5) 8D COMMON NAIL5 TO RIM JOIST �4 UTILITY ROO i TOTAL (25) 8D COMMON NAILS 1 2ND FLOOR, FLOOR JOIST ��� 0 WATER TANK I I JL DRAFTING, INC. (SEE PLAN FOR 51ZE SPACE) - - - - - - - - - - - - - - - - - - - - - - - - - - - — — - - - - - - - - - - J I DRAFTSMEN4 A11Types OfPlans Drafted (2) TOP PLATE oii� Providing,The Finest In Affordable (SEE PLAN FOR SIZE) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J �s4 .0 15T FLOOR WALL STUD NEW .Drafting&Expediting Svcs" (SEE PLAN FOR SIZE ELECTRIC, HOT WATER HEATER ANDSPACING) INSTALLED PER MANUF. IN5TRUGTIONS www.jldrafting.com 707 Suite A Route 110 • Farmingdale N.Y. 11735 '(631) 843-1949 • (718) 224-0001 • Fax (631) 843-8190 SIMFSON STRONC� TIS FOUNDATION FLAN NORMAN G. OfG STUD TO STUD �- F.E. GO NI TGT I O N ETA I L SCALE 1/4" = 1'-0" NYS LICENSE NUMBER ObcI525 "i0'7 ROUTE 110 Suite A-I FAKMI N6DALE,"NY 11-755 N.T.S. TEL: (651)755-�q20 FAX: (631)845-81 QO PROJECT TITLE: . Sr,,HULTHE IS PIPE OR OTHER PENETRATION RESIDENCE 312 NORTH DRIVE 5/4" PLYWOOD FLOOR (2) :2"X4" TGF PLATE MATTI TUGIG, NY I I Q'✓-2 VPAWING TITLE: " APPROVED NON-COMBUSTIBLE PROPOSED FIRE STOP MATERIAL. PARTIAL SECOND STORY DETAIL FOR FIRE 5TOF ADDITION 'r DRAWN BY: DRAWING NO. M.R. . CHECKED BY: N.G.L. — SCALE: AS SHOWN DATE: PROJ. NO. 10/26/16 16-2c12 R LEGEND 41'-104" B NEW FOUNDATION NEW PARTITION EXIST. PARTITION 4- 2 - - - - - - - DEMOLITION PARTITION / - - - - - - FOUND. - - - - --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - �I SD NEW SMOKE DETECTOR HARDWIRED WITH \\ I BATTERY BACKUP NEW COMBINATION OR - SEPARATE - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I GO/SD CARBON MONOXIDE ' DETECTOR(S)� REMOVE I ® BRADRPED WITH BATTERY CKU _ _ _ I v o EXSTG. EXISTING 1/2 WALL =I i - - - - J �- 4 CUT BACK R.R. L - - - - - WOOD DECK - - -�I L.B. WALL LOAD BEARING WALL WASHER / DRYER NOTES: T.B.M. TO BE MAINTAINED I. PROVIDE LEAD PAN WITH DRAINAGE ® POST TO BELOW I \\ 6235 m a 6065 SLG 6235 / I FOR WASHER. p POST FROM ABOVE I 2. DRYER TO VENT TO EXTERIOR. \ / FOLLOW MFR'S SPECIFICATIONS FOR 1 \ 2 / I MAX. LENGTH OF VENT DUCT RUN. P.T. PRESSURE TREATED HDG DOUBLE HOT DIPPED EXSTG. // n I GALVANIZED 2"X6" G.J. / V,1,F. VERIFY IN FIELD, IF \\ N ® wry ° I6" OG // I DIFFERENT FROM PLAN \ / CONTACT DESIGN PROFESSIONAL \\ / TA P.G. POURED CONCRETE EXSTG. EXSTG. / EX576. 1 / 2X8 R.R. 1015T HANGER W/ REQ'D BEDRO BEDROOM / , n EXS2'X TR.R. ® 16" OG Xxx CAPACITY IN LBS. OG \ m' EX5TCG. JOIST HANGER W/ 600 LB. EXSTG. \ EXSTG. MASTER LINE OF OVERLAY ROOF TECO CAPACITY (MINIMUM) 2"X6" G.J. 2"X6" G.J. / I ® 16" OG \\ ® I6" OG // BEDROOM LINE OF ROOF O.H. A-4 1 \ / REMOVE NON-BEARING I REPLACE SLIDING GLASS DOORS 5 WITH PICTURE WINDOW 28'-32" I \ (9WALLS N.I.F)/ 0 -10i" 4'-44" EXSTG. FLUSH HDR. _ - - / 2"X6" G.J. / to - — I DOOR 3 2"X10" HDR 1 616" O.G. 14 F- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I / � \ / I I I I I IN 1=X5TG. / 3/2�/IS 3 CLIENT CHANGES r - - - - - - - - - - - - - - - - -- - - - - - - - - -- - -� i I LSI . OPENING- i II/1-7/16 2 FIELD CHANGE W2"X8" HDR. (2)2"X6" HDR. )2"X8" HDR. (2)2"X6" HDR. (2)2"X8" HDIk. 1 / \ ® 16" OG I 10/25/16 1 FOR FILING / Q DATE: ISSUE NO. DE5CRIP,TON o GO/SD / o =III 1 175668 173260 P6060 17326 175668 I Qr / }-pC o d 6'-22' 14'-44" O 6'-3" 1 N c0 \\ / -KY 1 Q = I X X \ / - x 113068 j� ® � ��Y -; r I C-ONTRACTOR SHALL VERIFY ti X= - - _ _ _ _ _ _ _ _ O_ llJ W V • ts- I - ALL FIELD CONDITIONS ANDi F - - - - I I ® DIMENSIONS AND BE W X L 11 ® Zry RESPONSIBLE FOR FIELD FIT AND QUALITY OF WORK NO ALLONANCE5 OF N E�}/ y I I --- 100 X o 1 MADE I BEHALF OF THE BE `!G %• r ;r O,p XSTG. HDR. TO REMAW EXSTG. HDR. TO REMAIN Lb ST& HDR. TO REMAIN Q 00 V 1 �Z < (NO- COAD ADDED (NO LOAD ADDED) O COAD ADDED I (Y W ®i CONTRACTOR FOR AIRY• � O - - -_ - - - - - - - -_ - - EX5TG. N �a I EIRROR OR NEGLECT ON \ \ea 1 HIIS PART. LU .�►1 " EXSTG. p CONTRACTOR TO HECK ALL w Z BATH Q _ / 1 LUMBER TO ENSU THAT EXSTG. I I \\ = I THE GROWN FAGE�5 UP Fy 1=X5TG. EXSTG. I HANDRAIL 16 XSTG. \ �� 9 I BEFORE INSTAL 'ATION. I 2"x1o" F.J. i t LIVING ROOM I I 16 OG 2"X10" F.J. z I NALK- 16" oG Q I EXSTG. CLOSET \\ Z m I 1 Dluo ECK \ I I JL 15RAFTING '1`INC. i 14'-44 13'-O" j / ) 1 X0135 \/ DRAFTSM N4 All Types Of Plans Prafted EXSTG. A-5LU EXSTG. WIN EXSTG. WIN \ (3)2"XI " HD I NEW 4 HDR. 4 HDR. 5-6 �� �� '1'• � �} I 2"x1o" 1=.J. 12X6 R.R. ��sQ Providing The Finest In Affprdahle ® I6 OG I EX576. ® 16" OG EXSTG. I I2'-32" �� _ _ - - - -- - - -- Drafting&Expediting Svcs" I FAMILY ROOM DINING ROOM m www.jld-rafting.com I I 707 Suite A Route 110 • Farmingdale N.Y. 11735 I I S�G O N� FLOOR �LA 12'_32" (631) 843-1949 = (718) 2240001 1Fax (631) 843-8190 I o I LINE OF ROOF O.H. ILI) I SCALE I/4" = I'-O" z - - NORMAN G. LOK, P.E. L - - - - - 12'-32" I NYS LI CEf-NSE NUMBER 05ci525 707 ROUTE 110 Suite A-I (2)2 024 HDR. (2)202��� HDR. FARM I NGDALE, NY 11-755 =Kv L.B. WALL 2._12.. I TEL: (631)755-7820 m , - I FAX: (631)845-8IQ0 m_o LD 12'-6" v x N GO/5D EXSTG. I PROJECT TITLE: HANDRAIL KITCHEN A I SGHUL.THE I S a m �I ,� •NCE ° w o v 1 372 NORTH DRIVE ® I MATTITUGK, NY 116152 Nry �ry UIX uXi N I I • l0'-42" 12'- I DRAWING TITLE: I EXSTG. WIN 015 EXSTG. WIN 4 HDR. 4 HDR. (2)2'xl0" HD �RO�OSD R. I J PARTIAL SECOND STORY - - - - - - - - - - - - - - - - - - - - - - - - - - - — - - - - - J LINE OF ROOF O.H. ADDITION FIRST FLOOR FLAN NOTE: DOUBLE FLOOR JOISTS DRAWN BY: DRAWING NO. REQUIRED UNDER PARALLEL M.R. i. SCALE 1/4 -011PARTITIONS AND ALL BATHROOM5. CHECKED BY: N.G.L. A-5 SCALE: AS SHOWN DATE: PROD. NO. 10/26/16 I6-2cf 2 LEGEND NEW FOUNDATION NEW PARTITION EXIST. PARTITION — — — — — — — DEMOLITION PARTITION / - - - - - - - FOUND. SD NEW SMOKE DETECTOR ® RIDGE VENT RIDGE VENT HARDWIRED WITH BATTERY BACKUP ASPHALT SHINGLES ASPHALT SHINGLES NEW COMBINATION OR SEPARATE SMOKE / VERTICAL CEDAR SIDING VERTICAL SIDING GO/SD CARBON MONOXIDE ' ® DETEGTOR(S) HARDWIRED : WITH BATTERY BACKUP L.B. ,NAL.L. LOAD BEARING WALL TOP OF PLATE TOP OF PLATE T.B.M. TO BE MAINTAINED ® POST TO BELOW s' o° NEN O POST FROM ABOVE 36" HIGH (MIN) GUARD w/LESS THAN 4" P.T. PRESSURE TREATED MATCH EXISTING O.H. O O BALUSTER GAP HD(� DOUBLE HOT DIPPED 6ALVAN I ZED . V.I•.F. VERIFY IN FIELD, IF DIFFERENT FROM PLAN CONTACT DESIGN FINISH FLOOR - - FINISH FLOOR PROFESSIONAL POURED CONCRETE TOP OF PLATE ry N TOP OF PLATE fl JOIST HANGER W/ REOV XXX CAPACITY IN LBS. TECO JOIST HANGER W/ 600 LB. CAPACITY (MINIMUM) o Q FINISH FLOOR FIN15H FLOOR O O m m x/27/18 5 CLIENT CHAN&E5 GRADE &RADE 111/17/16 2 FIELD CHANGE IC>/28/16 I FOR FILING DATE: 125UE NO. .DESGRIPTOT CONTRACTOR SHALL VERIFY ti NEW),: ALL FIELD CONDITIONS AND I \ �I DIMENSIONS AND BE '� ' i` 0,Q FRONT E L E X A T I O I `� RESPONSIBLE FOR FIELD FI� AP ��y I \/ �I AND QUALITY OF WORK. :�� � R I \./ H T �L E X A T I O i `► NO ALLOWANCES SHALL,BE •,Jt� MADE IN BEHALF OF THE CONTRACTOR FOR ANY { w ERROR OR NE6LEGT pN SCALE I/4" = t'-O" HIS PART. SCALE I/4" = I -O" CONTRACTOR TO GF�GK ALL LUMBER TO ENSURE"aTHAl3'� THE GROWN FACES Uig ¢'I BEFORE 1 5TALLATION. RIDGE VENT ASPHALT SHINGLES JL •RAFTING, INC. VERTICAL CEDAR 51111116 DRAF•fSMEN 1411 Types Of Plans Drafted Providing The Finest In Affordable NEA . Drafting&F_xpediting Svc's" 5/4" PLY. SUBFLOOR PITCHED 1/4" / 12" c www.jldrafting.com TOP OF PLATE TO EXTERIOR TOP OF PLATE 707 Suite A Route 110 -��Farmingdale N.Y. 11735 (6311) 843-1949 (718) 224-0001 • Fax (631) 843-8190 3'- NEW NEW 56" HIGH (MIN) GUARD 56" HIGH (MIN) GUARD p MATCH EXISTING O.H. W/LESS THAN 4" EXSTG. W/ LESS THAN 4" ' BALUSTER GAP MASTER BALUSTER GAP NORMAN L/ ... O< F.E. �' — - - - - - - - - - - - - - - - - — BEDROOM �' s1sTER NEw NYS LICENSE NUMBER 088525 \ (1)2"X8" D.J. 0I6" O.G. _707 ROUTE 110 Suite A-f \ \ TO EXSTG. 2"X6" D.J. ®Ib" O.G. FAf:;ZMIN&DALE, NY 11.755 II ' FINISH FLOOR \ FINISH FLOOR TEL>. (650-755-7c12013 FAX: (&31)843-8180 TOP OF PLATE TOP OF PLATE r 4" 2'-O" PROJECT TITLE: n - EXSTG. MAX. D - -°� DINING ROOM EXST&. SGS"UL_TIS SUNROOM RES I DEN CE 5'72 NORTH DRIVE FIN15H FLOORL�—--�—�J FIN15H FLOOR MATTITUCK, NY IIcT52 O TOP OF PLATE : cn &RADE BEYOND DRAWING TITLE: EXSTG. o BASEMENT �fi�Oi�OS�D FARTI-AL SECOND 5TORY FINISH FLOOR ADDITION GRADE r I- - J O cn • DRAWN BY: DRAWING NO. I I M.R. . SEC/TION 5 CHECKED BY: N.G.L. A-4 REAR ELEVATIONSCALE I/41I = I'-0" Z. �SCALE: AS SHOWN SCALE 1/4 = I -O" DATE: PROJ. NO. 10/26/If I6-212 LEGEND " NEW FOUNDATION NEW PARTITION EXIST. PARTITION 51MP50N 0516 STRAP TIES 6I6" O.G. — — — — — — — DEMOLITION PARTITION / OR PROVIDE ��'' RIDGE FOUND. 2"X6" COLLAR TIES ®I6" O.G. W/ (7) Ibd COMMON NAILS ® EACH END (SEE PLAN FOR SIZE) SD . NEW SMOKE DETECTOR �ry ® 51MP50N 0516 STRAP TIES ® I6" O.G. HARDWIRED WITH BATTERY BACKUP 2"Xb" WINDSTORM BRACING (6) 80 COMMON NAILS INTO EACH R.R. (Ib) 80 COMMON NAILS TOTAL EACH STRAP NEW COMBINATION OR ® 48" O.G. FIRST (2) R.R. BAYS STRAPS TO BEAR 12" MIN. ON EAGH R.R. SEPARATE SMOKE / MATCH EXI5TIN& PITCH - GO/5D CARBON MONOXIDE ROOF 2"X6" R.R. ® Ib"O.G. (SEE PLAN FOR SIZE ®FTER DETECTOR(S) HARDWIRED WITH BATTERY BACKUP 1/2" COX SHEATHING AND SPAGIN6) (2) LAYERS #15 BLDG. PAPER ASPHALT 5HIN6LE5 WS I MASON STR '' N(5 T I E L.B. WALL LOAD BEARING WALL RIDGE VENT DOUBLE ICE 4 WATER SHIELD • T.B.M. TO BE MAINTAINED UNDER ASPHALT SHINGLES. 2"x8" RIDGE RAFTER TO RI DC� TO RAFTER POST TO BELOW SHIELD RTO CONSIST OF SELF- ADHERING POLYMER MODIFIED BITUMEN SHEET. SHEET IS TO 13 POST FROM ABOVE COMPLY WITH A57M D 19'10. G O G T I ODETAIL P.T. PRESSURE TREATED SIMPSON MT5500 HURRICANE CLIP PROVIDE SOLID BLOCKING HDC, DOUBLE* HOT DIPPED CONNECTOR EA. R.R. TO STUD 12 — — BETWEEN GJ. TO ALIGN N.T.S. GALVANIZED 0 161, O.G. NEW 2"Xb" R.R. TO EX5T6. R.R. \(.I.F. VERIFY IN FIELD, IF GUTTER a LEADERS DIFFERENT FROM PLAN TOP OF PLATE CONTACT DESIGN I"Xb" RIM BOARD 2'-0" 2"X8" G.J. 0I6" O. ROOF RAFTER (5EE PLAN FOR SIZE AND 5PAGIN6) PROFESSIONAL 5'-O"O.H. TO MATCH EXSTG. 1/2" 6.WB. R-21 INS. FASTEN MT5500 TO R.R. WITH CU IOD COMMON NAILS PROVIDE LATERAL BRA01N& SIMPSON MT550C CONNECTOR a 16" O.G. P•G• POURED CONCRETE CONT. VENTED QjZOQOSED a MIDPOINT .• DOUBLE TOP PLATE (5EE PLAN FOR SIZE) JOIST HANGER W/ REG'D SOFFIT FASTEN TO STUD WITH 0) IOD COMMON NAILS MASTER BATH xxx CAPACITY IN CBs. TYPICAL NEW WA 2111CONSTRUCTION:ATE 515TER NEW • WALL STUD (5EE PLAN FOR SIZE AND SPAGIN6) xX611 T TOP PLATE (1)2"XIO" F.J. 016" O.G. JOIST HANGER W/ 600 LB. 2 Xb STUDS ®��I6. O.G. TO EXSTG. TECO GAi'AG I TY (MINIMUM) 21'X6"/ 6�E 2"X8" G.J. ®16" O.G. , 1/2" CDX PLYWOOD SHEATHING TYVEK 5/4" PLY. FIN 1 SH FLOOR 3/8" FOAM BACKER (R=1.9) SUB FLOOR VERTICAL CEDAR 51DIN& cV R-15 INS. • N TOP OF PLATE S I MASON STRON& T I E SIMPSON 0516 STRAP TIES I I 0161, O.G. (STUD TO STUD) H U R R IC.,A I `�I �E C L I F DETAIL q EXSTG. 5/'27/18 5 �GLIENT CHANGES EXSTG. O.H. KITCHEN N.T.5. 11/'17/16 2 FIELD CHANGE IG>/28/16 I FOR FILING DATE: ISSUE NO. DESGRIPT�lOO FINISH FLOOR --- R.R. (SEE PLAN FOR 51ZE s SPAGIN6) p LT516 ® EACH R.R. CONTRACTOR SHALL VERIFY sy � EXSTG. (R.R. TO HDR. 3 KIN& STUD) ALL FIELD CONDITIONS AND rwp jm DIMENSIONS AND BE / \— :2"x1O" F.J. WHEN R.R. END OYER HDR. RESPONSIBLE FOR FIELD FIT (�F NEw I6" O.G. (8) IOD COMMON NAILS REQ'D AND QUALITY OF WORK.NO ALLNANCES SIMPSON HURRICANE CLIP MADE INBEHALF OFALL THEB,� 'Q' ( `�'PP•Pv �, <��O'A� 8" P.G. FND. Q R ANY EXSTG. (5EE PLAN FOR DETAILS) RROR OR NE6�EGT ON 1WA' 9 STORAGE ROOM SIMPSON HT516 TWIST STRAPS HISo PART. j r` w. 8"XIb" P.G. FND. FT6. hh ` ♦ \ EAS} (16) IOD COMMON NAILS I;MOV CONTRACTOR TO CHECK ALL _� r AN KING (6) 12" SIMPSON 0520 TIES LUMBER TO ENSURE Tf IAT-NH 4 P.G. SLAB THE CROPSIN FACES UO LAP TIES UNDER SILLBEFORENSTA CATIONIS (8) 8D COMMON NAILS PER TIE REQ'DSO rTR01�� T IC D TING,["WC. 5EE CORROSION PREVENTION NOTES O Z DRAFTSMEN .All Types Of Plans Drafted m HEADER TO J ACX F O S T DETAIL Providing The Finest In A„kordable s ATTIC ACCESSS G T I O I A Irafting&.Expediting Svc's" PER R807.1, NYS RESIDENTIAL CODE, N.T.S.NTS MINIMUM 22"X50" ATTIC, ACCESS OPENING www.jld.rafting.com TO BE PROVIDED IN A READILY 50ALE 1/4" = 1 '-0" ACCE551BLE LOCATION IF ATTIC SPACE 15 731 Suite A Route 110 Farmingdale N.Y. 11735 GREATER THAN 30 S.F. d HAS A VERTICAL NOS` HEIGHT OF 50" OR MORE. MINIMUM' 50" ALL FRAMING LUMBER 4" BOLTS ®Ib" O.G. STAGGERED 4„ (631) 843-19,49 • (718) 2240001 • Fax (631) 843-8190 HEADROOM REQ'D AT SOME POINT ABOVE FI BE DOUGLAS 1/2 FIR-LARCH #2 OR " DIA. GRADE 5 STEEL BOLTS I` A36 STEEL PLATES NORMAN G. L O F.E. THE ACCESS OPENING. BETTER. (5EE PLAN FOR SIZE I- o — — — — — — — — —— - - - — - - - -o - - -- o NYS LI.CEN5E NUMBER 088525 . . . . . . . . .. . . . • 707 ROUTE 'HO Suite A-I — ° — — ———— — — — — ° FARM IN OL-,)ALE, NY 11755 b USE TNkO ROWS OF IGD • NAILS a 6" O.G. • TEL: (681)755-7820 • 6�" 1• NAILS/ARE NOT THAT (U r - „ (2) OR (5) WOOD FAX: '(631)845-81 g0 1^I VERTIG�ALLY ALIGNED. OR (2) A36 STEEL BEAMS AS FLITCH PLATES AS SPECIFIED ON PLAN SPECIFIED •I L S I STERED JOIST I - ON PLANS •I r- NAIL PATTERN F 1,_. I T�/H FLAT PROJECT TITLE: •' ' •11 (6®16" O�.G.FASTENIN(3 DETAILS 1� OL SGHUL.Tf-��I S 11 I•I •1 I I I TS N.T.S. RAS I DNC, •I1 I•I I•I I•I . IL- - 1 II 372 NORTH DRIVE I rI r—�— � I 11 11 MATTITUGK, NY 11x52 ENOWALL BRACING I'I I'I I'I HEADER REQUIRED AT 1/5 POINTS .i I I I I I I I (5EE PLAN FOR SIZE) FIRST (2) BAYS •I I TECO CONNECT I•I I•I I,I ALL G.J. CEILING JOIST (5EE PLAN FOR 51 ZE s SPAGIN6) DRAWING TITLE:. —.JJ— —LL — — --�— HOLDOWN EXTERIOR WALL5 TO BE SHEATHED WITH 1/2" GDx PLYWOOD PARTIAL 5EGOND STORY STRUCTURAL PANELS ON THE EXTERIOR ATTACHED WITH 8D 1/2" 6.WB. SIMPSON 56" 0516 METAL STRAP TIES ADDITION COMMON NAILS AT 6" O.G. AT PANEL ED&E5 AND 12" O.G. IN THE 0I6" O.G. FIELD, AND 1/2" GYPSUM WALLBOARD ON THE INTERIOR ATTACHED (24) 8D COMMON NAILS REQ'D s' WITH 50 COOLER NAILS ATI" O.G. AT PANEL EDGES AND 10" O.G. IN THE FIELD. EXTERIOR SHEATHING SHALL BE CONTINUOUS FROM L U I I A TT THE BOTTOM PLATE TO THE UPPER TOP PLATE, WITH ALL PANEL W&E5 OVER FRAMING. I R� R DETAIL DRAWN BY: DRAWING NO. EXTER I OR Y `IAJ�.�L M.R. N.T.S. CHECKED BY. FRAMING DETAIL N.G.L*. �-� SCALE: N.T.S. A5 SHOWN DATE: • PROJ. NO. 10/26/16 16-2q2