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HomeMy WebLinkAbout40601-Z �o�OguFFOL.KcdG- Town of Southold 5/24/2017 a P.O.Box 1179 a' 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 38966 Date: 5/24/2017 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 1600 Naugles Dr.,Mattituck SCTM#: 473889 Sec/Block/Lot: 99.-5-18 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 12/8/2015 pursuant to which Building Permit No. 40601 dated 4/11/2016 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: ADDITION AND ALTERATIONS INCLUDING PORTICO TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR The certificate is issued to Orfanidis, George of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-16-0022 02-21-2017 ELECTRICAL CERTIFICATE NO. 40601 01-25-2017 PLUMBERS CERTIFICATION DATED 01-27-2017 Geor Orfani 's t e Signature �g�fFnt,rcoTOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE y SOUTHOLD, NY 0 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#: 40601 Date: 4/11/2016 Permission is hereby granted to: Orfanidis, George 29-50 168 St Flushing, NY 11358 To: construct addition and roof over entry onto existing single-family dwelling as applied for per SCHD. At premises located at: 1600 Naugles Dr., Mattituck SCTM # 473889 Sec/Block/Lot# 99.-5-18 Pursuant to application dated 12/8/2015 and approved by the Building Inspector. To expire on 10/11/2017. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $540.00 CO -ADDITION TO DWELLING $50.00 Total: $590.00 �1 - nspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 Date. l — New Construction: Old or Pre-existing Building: �� (check one) Location of Property: , 0 /LJL:�k--s 'N - �"I��t�L� House No. Stre-et Hamlet Owner or Owners of Property: L>co C.0 1 i`r�n,' ©���. r Suffolk County Tax Map No 1000, Section 7 Block Lot 1 Subdivision ,, ���,�// Filed Map. Lot: Permit No. `lLt5,0 Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ f5D plicant na so Town Hall Annex Telephone(631)765-1802 54375 Main Road C Fax(631)765-9502 P.O.Box 1179 .®���1 y® roger.riche rt(a�town.southoId.ny.us Southold,NY 11971-0959 en , BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Orfanidis Address: 1600 Naugles Drive City: Mattituck St: New York Zip: 11952 Budding Permit#- 40601 Section 99 Block. 5 Lot- 18 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Double Pole Electric License No: 3913-ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor X Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 12 Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt 3 Wall Fixtures Smoke Detectors 4 Main Panel A/C Condenser Single Recpt Recessed Fixtures 1 CO Detectors Sub Panel 1 A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt30A Emergency Fixtures Time Clocks Disconnect 11 Switches 15 Twist Lock Exit Fixtures TVSS Other Equipment: 4- Paddle Fans, 4- Combination Smoke/CO Detectors, 1- 20A Washer Circiut, 1- Range Hood, 2-15A AFCI Branch Circuits, 2- 20A AFCI Window A/C Circuits. Notes: Electrical Upgrades and Alterations to Whole House Inspector Signature: Date: January 25, 2017 0-Cert Electrical Compliance Form.xls Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 BUILDING DEPARTMENT D r7 :`:ZL--�-HVZE�3 I � II TOWN OF SOUTHOLD i -j 13 FEB 1 2017 CERT-IFI-CATION Date: 0_ 2®1-t- Building Permit No. 40 coo t• Owner: (Please print) _.Plumber: Qeo . '\YVl - m'a O lease print I certify that the solder,used in the water supply system contains less than 2/10 of I% lead. (Plumbers Signature)"--.. Sworn to before me this CI day of , _ , 20 � �ScaN1A e�Votk ("� �I.YrE State oE6 4�g9�y2 t _- ` bunty Notatl Pt a \#�No G°3t,{Ll Notary Public, �, � �� F1e9�a`i;ed Saes May �omm�ss\o n�xP r ( ®` OF SOpTyo cou TOWN OF -SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION -1 ST [ ] ROUGH PLUMBING [ ] F NDATION [ ] INSULATION [V FRAMIN / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOL ATIO [ ] CAULKING REMARKS: - -� DATE �� `� INSPECTOR ` p �pF so TOWN OF SOUTHOLD BUILDING DEPT. 765A 802 INSPECTP ON [ ] FOUNDATION-IST [ ROUGH PLUMBING [ ] F NDATION 2ND [ ] INSULATION [V FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLA ON [ ] CAULKING REMARKS: . ��s...,�G QIP•! - 0?rC' �.LV•1 �••r 60, DATE �� it INSPECTOR ` V 1 \ cOUNi'1, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ 'ROUGH PLUMBING [ ] F NDATION 2ND [ ] INSULATION [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLA ION [ ] CAULKING REMARKS: �iC�-S•-�... o-L DATE 7112- 1� INSPECTOR 1 OF SOUTyo 1 • �o TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] R GH PLBG. [ ] FOUNDATION 2ND [ INSULATION [VrofF'RAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECT ICAL (FINAL) REMARKS: G ie� L�/L-s , •��c DATE d Z`:` �G INSPECTOR d� !� aso coulm, TOWN OF SOUTHOLD BUILDING DEPT. 765-11802 INSPECTION FOUNDATION 1ST ROUGH PLEIG. FOUNDATION 2ND INSULATION FRAMING / STRAPPING FINAL FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) REMARKS: 77 DATE INSPECTOi4l V 00 1 SO(/ryo �ycoum,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1602 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: P 5-(orwi -ge s k IW2,-f nq !S v� l C6, Cvp. is v,r s ' v1%s. �► IOW Av [0: DATEd INSPECTOR qouc) 1 pF SO(/jyo cOUNi`I,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] E ECTRICAL (FINAL) REMARKS: cr C ��!,� ��l✓ `C) RZ24-v / LW 4- KZ Q og- DATE J11 �� INSPECTOR Robert J. PP)� ���Od�. D Higgins UNJI FEB 1 2017 gg Architect FUFLDTNG DEPT. 50 Hidden Acres Path W)IMN OF sC)UT;:.-0LD Wading River, NY 11792 631-208-3351 Email: Rarchibob @ Aol.com August 12, 2016 Town of Southold Building Department PO Box 1179 Southold NY, 11971 RE; 1600 Naugles Road, Mattituck ,NY Attention Building Inspector: I hereby approve the installation of the following: The posting for the Flush 2nd floor LVL's are acceptable resting on existing king studs and door and window headers and hereby approved. ) S ts! Ici eggins Architect STATE tnRGY • r MOO mvoyl- Pol _ 1 w a , ATAW MW tam . � u 0FDONRTMENT Do you have or need the following,before applying? "'SOWN HALL Board of Health .1-/'14- SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval it///, FAX: (631) 765-9502 / I Survey / SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N.4 N.Y.S.D.E.C. ,✓/� Trustees ,✓ix —,- C.O.Application Flood Permit Examined 20 L i I !! Single&Separate DEC - 8 2015 Storm-Water Assessment Form ontact: Approved 20� - -- ----� Mail to: Disapproved a/c --=' ', r n ,n� i 3 '�o.�e 2U/,� �✓ v-Y Phone:�i)-929-L�.� Expiration 20a Buil ' pector APPLICATION FOR BUILDING PERMIT Date DRce-m6y- , 20-� INSTRUCTIONS a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not 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,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. (Signature o p icant o if a corporation) 2(03 goaae 25I1 WA-Vn,)(s �� , 00Y 11JcI2- (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Name of owner of premises &E M" $ C-g LU oP E Q P-i=A-a i d i s (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. 1-1-51 ?-5- 1-1 Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: - _K'60 NAkK& .ES b(L\ge House Number Street Hamlet Cniinty Tax Man Nn_ 1000 Sentinn 9'1� Rlnck 5 Lot l (� ------------ 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy 7wia-106- Re-S) Ojk-�—(AA-1____ b. Intended use and occupancy SAM,;a� 3. Nature of work(check which applicable):New Building Addition X Alteration Repair 'Removal Demolition Other Work (Description) 4. Estimated_ Cost f f oc,) 0 0 Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units 1 Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. N f A 7. Dimensions of existing structures, if any: Front �� Rear Depth 0 Height I `'I Number of Stories I Dimensions of same structure with alterations or additions: Front Rear Depth n Height `Z Number of Stories_ 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front J 6 v. 101 Rear l c9 0 Depth 3P 27-0. !E'- I 10. Date of Purchase-' /UO Name of Former Owner fV/� 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation?YES NO_K_ 13. Will lot be re-graded?YES NOYWill excess fill be removed from premises?YES NO 14.Names of Owner of remises�c� e d►1,e e 01 p Address l�o / . Phone No.` /;z-,F 21= V.op 6, Name of Architect Nov y N jC l m r, Address t A " �lkcca[ a Phone No Name of Contractor MW\r�►mxki"-LL G Addres 4 W 117`i2 Phone No. 1-17 21-(0531 15,a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO x_ * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAYBE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NOS * 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 k• x * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF spa K ) being duly sworn,deposes and says`that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief;and that the work'will be performed in the manner set forth in the application filed therewith. Sworn to'before me this � +1 day of Eib 2015 DIANE DISALVO NOTARY PUBLIC-STATE OF NEW YORK I ISL 0. Q1,0tA7b&9M:- .r , Qualified In Suffolk County o My Commission Expires April 30, 20�D Scott A. Mussell ,��°su��v STOYKIA�l WA\T]EIK SUPERVISOR MANAGEMENT SOUTHOLD TOWN HALL-P.O:Box 1179 u' Z 53095 Main Road-SOUTHOLD,NEW YORK 11971 'Ol � low/L O s l -h0 _ _ _ CHAPTER 236 - STORMWATER MANAGEMENT N �VOIRK (TO BE COMPLETED BY THE APPLICANT ) --- -�' DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING. Yes No (CHECK ALL THAT APPLY) []LP " A. Clearing, grubbing, grading or stripping of Land which affects more than 5,000 square feet of ground surface. ❑(� B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑® C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ®P D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑ E. Site preparation within the one-hundred-year f loodplain as depicted on FIRM Map of any watercourse. ❑� F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with'your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 216 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department witFyour Building Permit Application. APPLICANT: (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. #: 1000 Date Db ict NAME t L' /4 ��' S �� ( " 1. Section Block Lot / (Sq.t."' _ ****FOR BUILDING DEPARTMENT USE ONLY**** Contact Information. (tJ f — 52 /C;— /v rr.ep�mw Nmb<a Y Reviewed By: Date: Property Address/Location of Construction Work: — — — — — — — — — — — — — — fI� ' tS \ Approved for processing Building Permit N . Goo raooko_ y r�ty 1 — Stormwater Management Control Plan Not Required. "nAA'i A Q e-�-i wl Stormwater Management Control Plan is Required. ® (Forward to Engineering Department for Review.) FORM # SMCP-TOS MAY 2014 Town of Southold Town Hall Annex Telephone (631) 765-1802;,'- 54375 Main Road ' Fax (631) 765-9502 ,P.O. Box 1179 roger.richert@town.southold.ny.us Southold NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD ' APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: DATE: AUGUST 4, 2016 COMPANY NAME: DOUBLE-POLE ELECTRIC INC NAME: STEVE NEGRI LICENSE NUMBER 3913-ME ADDRESS- P.O. BOX 130 NESCONSET NY 11767 PHONE # 631361-6440 CELL # 631 672-0241 FAX #. ;Fi 631361-6442 E-MAIL: dblepole@aol.com 7OBSITE4 INFORMATION f -i :. E tea. .e •i«. - i.. . .i,`' - NAME: ALIAS CONSTRUCTION _ ADDRESS: 1600 NAUGLES DRIVE CROSS STREET: MATTITUCK NY 11952 PHONE NUMBER: PERMIT NUMBER: 40601 TAX MAP # District: Section: Block: Lot: BRIEF DESCRIPTION OF WORK: Renovation ® Addition Is job ready for inspection: YES Do you need a Temp Certificate: TEMP INFORMATION"(ifneeded) RUE0�LS - -Se-rvice Size DD 1 New Service AUG e 8 2016 Additional Information App. 400 sqft BUILDING DEPT. TOWN OF SOUTHOLD v o�oSuffIII G Town Hall Annex oZ. y�t Telephone(631-1802 54375 Main Road P. O. Box 1179 Fax(631)734-9502 cnar Southold, NY 11971-0959 y. BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: 2- Owner:Owner: Location of Property: _16 Please take notice that the (check applicable line): New residential structure Addition to existing residential structure Rehabilitation to an existing residential structure to be constructed or performed at the subject property-reference above will utilize (check applicable line): Truss type construction (TT) Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) Roof framing (R) Floor and roof framing (FR) Signature: - Name (person submitting this form): Capacity(check applicable line): Owner ,-,---Owner representative TrussResReg15.docx Effective 1/1/2015 6" DIAMETER REFLECTIVE RED ROMAN ALPHANUMERIC PANTONE DESIGNATION OF CONSTRUCTION (PMS) #187 TYPE BASED ON SECTION 602 OF THE BUILDING CODE OF NEW YORK STATE 2" MIN. REFLECTIVE WHITE 4 112" STROKE ------ DESIGNA-TI-ON-FORSTRUCTU-RAL - - - -- ---- -- - _-_ COMPONENTS THAT ARE OF TRUSS CONSTRUCTION "F" FLOOR FRAMING, INCLUDING GIRDERS AND BEAMS "R" ROOF FRAMING "FR" FLOOR AND ROOF FRAMING TRUSS IDENTIFICATION SIGN MANCE VVITH 19 NYCRR PART 12054. .e- CODES DIVISION ESE TRUSS IDEMIFICATICN SIGN DAT:03(08/2005 NEIN' YORK STATE DEPARTMENT OF STATE DIVISION OF CODE ENFORCEMENT r�y AND ADMINISTRATION 46EPARTItENTOE ASTM = pF SOUr�ol 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road CA Fax(631)765-9502 P.O.Box 1179 • Q Southold,NY 11971-0959 a coum,� February 2, 2017 BUILDING DEPARTMENT TOWN OF SOUTHOLD Almas Construction 263 Route 25A Wading River NY 11792 Re: Orfanidis, 1600 Naugles Dr, Mattituck TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy. Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. A fee of$50.00. /Final Health Department Approval. Plumbers Solder Certificate. (Ail permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT - Addition TOWN OF SOUTHOLD ". -'O-PERTY RECORD CARD OWNER STREET VILLAGE DISTRICT -SUB—. -LOT - _ A�t __ FORMER OWNER N f E —ACREAGE n 1�1Av f{�� S rr W v TYPE OF BUILDING Al RES. />J SEAS. VL. FARM COMM. I IND. I CB. MISC. Est. Mkt. Value LAND IMP. TOTAL DATE REMARKS D D f a I �O .,• _ - _. rr 12 0 C-�,Jz (2 f-) q=-7 I Y4 llfffdQ� G- Folz goo � /d a0 S` S'0z � 2 6,1 d. FS r, of tAl, BErrtnVDol\r % Z�"C'o-ZZ>NS 13 6- _2 _2 ;JG �'' V/��',� " �s7e SOLD �K�r�,L, FCo4�iniS %a 1�P flL ,V 10 gao � o0 0 6 7 SoG (FAM, L. fo /z� NEW v 3 OONORMAL S ©a BELOW/, z? D7 ABOVE FRONTAGE ON WATER � 'l1�' 72 o Farm Acre e C 06 clue FRONTAGE ON ROAD �� - Til.la /4/l) BULKHEAD Ile d Tillable 2 DOCK Tillable 3 WoodlandJi Swampland Q Q- P �sb7 - G�CeS 2275 Brushland �� _ SL Q i6 House Plot . 7-3 /6 OO //,!<f i 0 Tota I ,• � � �k�9 �J4t��'�t�jl �.�C'!w.'�. } 5;.tr � et ������✓Fs Me 4 !,; iY ►' 7+s����,r� � �`.s ' i a."t �iocr , } � �• 4�. J •`_ 1 '"'^kir•"";S."f. .-s .«,. _,,Y•."�.4 U. 14tt `caw -5::...� ""y,"y�.i�'e;+, �■ _ !. k�,V t.r..:t '°T't-�S .o>� LPA. _ r�.ec � t$ �-r ti w "'+".��' ..�.� -+fir' ` •_ -��'�5 y�"' �•-,n�+F a'�'_"',rte.•` '^� cr{,ty�+'y,�.'�"_". tF r-'�y t sX'c,'� '".. 1 �i t �F-cam¢ .t�. ep; �a -��3�•".� ,hrvsu "�'`t•�'��tt +., ,tr yk y.�l, .F•'CiT _. ai'='K.u'•- ?a-.-..`•.. t a f • • • i • ••• •• i Fz..d o S-re.aa ZZ7 �Co_.G o 3 E,asr CsEQ� G3E CA�.t_� oPE '0 x,;, , _ • > d' _ =i z= 1.E' 1._. S v =L ate.. C N cy, ��,�^- �.., � ;•,�t�p',;;. ;.� ,W U•• � ,p�c��3 O G.. \ 6�T ES � 1.-.►G. #J 1 �''77�r'` -;`•j~'•A>.� s:V`' �'� -�r - x�F � `\, _ j �, 1- P+�O. S g�- �r C""r �y v C gg•• a ; A u ��••;;`;y r^�,.4�`��.7try' ,rTr1t'ido`Q,...l.'' "A" 'd 4 Cfl 'd`i' •�L-.?' •Y .j'.�,:' e":'S�"•.i;• - :,._r%:F;�1�-`;z'V_:- "-1 iL ,� 40 4 Q - - c VN 'V >� Y. S-..v,'t Q ,fp dam✓' /�'-� �..- '^ i -0 �• 1 - O M E :a 4 9a J�� IGS tJ� 0 y a IF-a'Ck �d aa,�� d Pot..p S�0 pS La n d 0 0 0 T � tJ 6 i r tl Pa o�A-lo 11 t 0 d ® ® � 0 Q a o I1 ES'v-c+z o F n d S'r A�,'"� EY tC. OV- W G1 y l4 -1 -0 S 6L S 3' to W 1®ef,tom' � q .� -i4�S3Ytb E t! 0 9 or ! E-rraolg i n.�. r,-1 A i_-� ear Eta �_� 1 A V_ C_ t�l � P C>C__ PG2OPE�TY A-�- 1 T Q w.�, o� S o v-r-H O�...o � S v�-� o�� G O v�--+-�-'� t�.1•(• ' Unauthorized alteration or addition to this survey A e—.- A = 75 r�"f-•� SO. is a violation of Section 7209, sub-division 2, of the New York State Education Law M p�iCH �{. \99'ibo Copies of this Survey Map not bearing the land surveyors Inked or embossed seal shall not be considered to be a valid true copy. Certifications Indicated hereon signify that this survey PREPARED �pp�Bp gpY-�� -was prepared In accordance with the existing Code of ^ N E P F U 1 \1 \ELL, P.C a Practice for Land Surveys adopted by the New York �\.J ' State Association of Professional Land Surveyors Said certiftcatlans shall run only to the person for whom LAND SURVEYORS — LAND PLANNERS ' 'the survey was prepared,and•on his behalf to the title p� _ company, goverpmentaLagency and lending lristltution 126 .MNN STREET Lt listed hereon, and-to the-successors'cnd/or'assignees - - of the lending IhAltutioq,-for•the purpose of their. SAYVILLg, -NO .YORK TAX MAP DESIGNA110N NUMBERS _ ma-rtgage to sald,persor(s) for whom this survey,was 4 DISTRICT SECTION BLOCK LOT _ prepared Certificctlons•are notftrahsfe7able to°additional, '589- 1 3-Z Z- Ins'titutions'of subsequent owners other';than above _ O %O o'0 9 9 5 stated. a ' i FILE NO. 1`5144 , T:. ^� n,rwrf .,. ... U^. ;r,^•' .. ,,. .,a:., b,r:,a; w, _ ' 7 ¢ rqiz7;77.. ;,,r —7 `67—i " pl LOT AREA = 31,746 SQ. FT. 1 STY FR DWELLING W/ PROPOSED 2nd STY, 4 BEDROOM TOTAL FFL ELEV = 57.3 SANITATY SYSTEM, 1000 GALLON SEPTIC TANK, 1 LEACHING POOL 8' DIA.X12' DEEP (38.6) ELEVATIONS SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES DATUM N.A.V.D. 1988 PERMIT FOR APPROVAL OF CONSTRUCTION FO��! 1st FLOOR = 1,095 SQ. FT. OPOSE 2nd FL ADDITION = 702 SQ. FT. SINGLY FAMILY RESIDENCE f3NU TOTAL = 1,797 SQ. FT. Abandonment of existing savitary system must be in ,AJAR 3 0 2016 comform,nce with dei;:r tml-nt requirement Submit ATE H.S. REF No. RLC>--L completed form WVVM--_,:ED as proof. iII PPROVED FOR MAXIMUM OF EDROOMS EXPIRES THREE YEARS FROM D TE OF LNJLPLIL`IT4GA PLSLIC WATER DWELLING / PUBLIC WATER existing water main — — IN— ORMATY System to be (35.0) NAUGLES ROAD (38.6) invtca!!ed exacfly as FC Opm on-approved su>�� 4 3:N \ N 71'19'50"'E 100.00' . (47.$) x Id mon conc Id mon FC FC i 1 7'N (39.8)I pit 2.0'S M 0 m Z 0.0'W I o well 0.5'E r m 00 1?J'L,.TD 5- U) o A r Zl s a I ° - < z o j5 L, 1'.I,s, to M z m a- 9. p p (a — O O r_ DWELLING / WELL •T1 COC_ 0 x I ',tf��7•?L[N n 00 �b z m z m m m 2 \ r D ;� I A FC O = O cn r r O 0.2'W rri D CO well o m � C: f5d4n9) 02'E I „d dockN 14.7' PROPOSE r WELL GREATER THAN 150' _X 40.5' .5' 2nd sty �T 1-STY FR Pt u 34.0'x14.7' D m 0.5'W DWELL Ea M 36.8' o n Z v wd deck" 14.7' `r 3D' LPm POP-SANITARY S t7 O FFL ELEV= \ mm 3 �Y sio�ll+ T£I1f h� g ;�uel / 57.3 PR x� sanitary system ACANT © � o f 1 LviRZ �bce spool test 1 ffd .:� L7 m andone hole ROi \ I as per towner I FC I0. 1'E rrI _ fd mon 150' y .°_, o a 0.1'E 150' a � O well I I m / shed 3.7'W Z O O < � ZE m I X z DWELLING / PUBLIC WATER n r -T1 cI c., m 0 CN I 1 m N M \ Z C: m C n NOW OR FORMERLY ESTATE OF (62.2) \ ' 10 7'N Z STANLEY NAUGLES _ (60.4) 0.1 E well `td mon — (62.7) S 74'53'1 0W (6(.6) ROSE LANE 202.5 1' o � _ - - - 100_19'a , _ - - - - - - 20' RIGHT OF WAY center line right of 20' way 0 cesspool — DWELL \ WELL NOW OR FORMERLY VITO • WELL GREATER THAN 150' dweNing NOW OR FORMERLY DEMETROIS & ANITA AGUECI VACANT KATI MIHALTSES . DWELL \ WELL DWELL \ WELL well WELL GREATER THAN 150' well 0 TEST HOLE BY McDONALD GEOSCIENCE WELL GREATER THAN 150' _ 2-11-2016 elev. = 56.0 THE OFFSETS (OR DIMENSIONS) SHOWN HEREON FROM THE STRUCTURES TO THE I a Dark brown loam PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE NOT SOB NO. 16-12 FILE No. 978 F INTENDED TO GUIDE THE ERECTION OF FENCES., RETAINING WALLS. POOLS. PATIOS. ;. 1' OL PLANTING AREAS,ADDITION TO"BUILDINGS OR ANY OTHER CONSTRUCTION. SURVEYED FOR n ( UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. Brown clay GUARANTEES INDICATED HERON SHALL RUN ONLY TO THE PERSON FOR WHOM THE Y7 ®_ CL & CL SURVEY IS PREPARED. AND ON HIS BEHALF TO THE TITLE COMPANY, GUVERNMENTAL SITUATED AT MATTTITUCK AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION. GUARANTEES ARE NOT TRANSFERABLE TO ADDmONAL INSTITUTIONS OR SUBSEQUENT OWNERS. . TOWN OF SOUTHOLO, SUFFOLK COUNTY, N.Y. _COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SUFNEI'OR's INKED SEAL OR SCALE ,1" 50' DATE- 2-2-2016 I Brown clayey sand EMBOSSED SEAL MALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. SC FILED MAP No. DATE 22' CERTIFIED ONLY TO: TAX MAP No. (REF ONLY) 1000-99-5-18 DISK 2016 Pale brown fine sand HAROLD F. TRANCHON JR. P.C. SP LAND SURVEYOR 28' �� P.O. BOX 616 Comments: No water encountered `y;�' PI�L,t°n—. 1866 WADING RIVER—MANOR RD. WADING RIVER, NEW YORK, 11792 l(I�LIC. No. 048992 631-929-4695 HAROLD F. TRANCHON JR. PENN. LIC. No. 2115—E LOT MAREA =`31,746 SQ.' FFL 'ELEVC. _= 57,3 ' t` .i' "•r - ., S Jri a t:a�6 .::r 3�'B�a""+ Y rNS•B,:V tl �l li3ZAL Y'0 269"VIGE�LL r - _ t. .., _ -i I •- - - fr"�!'�_' ,: �iY('ti::•:a�mad»I�®� � ..t� - _ = ., ` _� A SiNbL?_ ,1_,y 2017 60 Date �L1n;,ly de°7=�3aFCI�Q?o::*°iillt�wN}`$i8�� tr::,"Je:tilt: A Fes'}(fi{Pf �e + P i, 09 PC �i existing.mater main .0)S - - - - - - -'- - - - -, — (,T - - 4/ > _ • NAUG_LE_ S_ ROAD-. (38.6) FC N 71'1.9'50"E i'00,00' FC.J fd mon• '❑cone fd mon FC 1:7'N (39.8)=I • alt 2.o'S • :U-Z 0.0'W well 0.5'E r p. Well to be used ? C) 0 I for irrigation = Q v_ _ water.,. G� x ,a, service _N 00 O (� u, 7• 4_1n _ Z m m o" O Z �7 \ rooted , FC W. O• O, v 0,2 D C _K a). well I U rq rq E • tU_ f5�4$�, 0 2'E 24' n, -- Zndsty ` ohr c7 5, -< - WELL GREATER THAN 150' —X A D FC -/ fT-sTY FR sir 41.5' .0 m 0.5'W DWELL w ' ' E wd"deck LP — 21 2nd all sty 0 / \ O .. • VACANT I : FC, r- i / J fd mon r- V� I ice _a 03 ` X y o o, o. •0.1'E, 2 -well`. =a I„o shetl.3.7.W. Z Z 0 .� c a.I, D •rr l I- ;D '� ''z' DWELLING PUBLIC�WATER ; 4-',f: w _ 1 \ NOW OR FORMERLY ESTATE OF m (62;2) ' D , (60.4) p j7E z e STANLEY NAUGLES well 7)' o_ fd man ROSE l - S 74'53''1_0,w 100_19'0 (so.6)- LANE 202.51' 0 — 20' RIGHT OF WAY center line right of 20' way- 0'cesspool DWELL•\'WELL= - "" dwelling NOW- OR FORMERLY VITO „ WELL GRE4TER'THAN 150' } = NOW OR FORMERLY DEMETROIS & ANITA AGUECI VAP DWELL l� D kATI !v1lHAL'TSES � � WELL 'DWELL- WELL' `well NOT E: -CESSPOOL, SEPTIC TANK -&--WATER '---- ' ry WELL-GREATER THAN 150' MAY Z 4 2017 SERVICE- LOCATIONS'`BY 'OTHERS. well I= a (38:6) SELEVATIONS WELL GREATER THAN 150' BUMDING DEPT. DATUM tN:XV.D. 1988 2-8-2017`FINAL SURVEY TOWN OF SOjJTHOLD THE OFFSETS-(OR DIMENSIONS) SHOWN:HEREON `AOM THE STRUCTURES,TO_'T'HE TEST HOLE'bY' McDONAL-D GEOSCIENCE- PROPERTY LINES ARE FaR A-SPECIFIC PURPOSE'ANO USE AND THEREFORE ARE NOT' " INTENDED TO GUIDE THE ERECTION-OF FENCES, RETAJNIN0',WALIS, P000,'PATI0s,' JOB,No, 16-12 FILE No. ,'978 F 2--;11-2016 PLANTING AREAS;ADDITION TO BUILDINGS OR ANY-_OTHER CONSTRUCTION. elev. 56.0 SURVEYED FOR UNAUTHORIZED ALTERATION OR-ADDTRON TO THIS SURVEY is A VIOLATION OF SECTION Q' 7209 OF THE NEW YORK STATE EDUCATION LAW. Dark'brown loam 1' OL GUARANTEES INDICATED HERON SHALL RUN ONLY TO-THE PERSON FOR WHOM THE SURVEY IS PREPARED,.AND'ON,HIS EEHALF TO,THE TITLE COMPANY, coVERNMENTAL SITUATED AT MATTTITUCK AGENCY-AND-LENDING' NSTTTUTION LIST-M HEREON,-ARD TO_THE ASSIGNEES OF THE LENDING iNsttnnioN.jcuAwsrr u,:::NOT TRANSFEP,ABLE•TO ADDITIONAL wsrrnmGNs TOWN OF SOUTHOED, 'SUFFOLK COUNTY, N.Y.. -OR,,SUBSEQUENT OWNERS. Br % n Clay. CL & CL COQIES•OF-THIS-SURVEY`6 P,KOT j3EAMG THE LAND-SURVEYOR'S INKED SEAL OR _ SCALE" 1" = 50' DATE -2-2-2016 EIWSSED•SEAL SHALL POT-EE"::ONSIDERED TO BE A VALID TRUE COPY. - - = FILED'MAP No. DATE- _ CERTIFIED ONLY T0: TAX MAP, No. (REF ONLY) 1000-99-5-18 DISK 2016 Brown clayey_`sand' _ 5C HAROLD F. TRANCHON JR. P.C. 22�' LA ND.SURV EY OR P,t�-brown P.O. BOX 6.16 'fine Sand SP r 1866 WADING RIVER-MANOR RD. WADING RIVER, 28' I� NEW YORK, 11792 N.Y. LIC, INIo. 048992 631-929-4695 Comments: No-water encountered HA NCHON JR.' PEON. LIC. No. 2115-E I EScheck Software Version 4.6.2 Compliance Certificate Project proposed 2nd story addition Energy Code: 2010 New York Energy Conservation "Location: Suffolk County, New York Construction Type. Single-family Project Type: Addition Climate Zone- 4 (5750 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 1600 naugles rd Robert Higgins mattituck, NY Robert Higgins Architect 50 Hidden Acres path Wading River,-NY 11792 631-208-3351 rarchibob@aol.com Compliance- 3.5%Better Than Code Maximum UA. 115 Your UA- 111 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 Floor 1:All-Wood Joist/Truss:Over Outside Air 57 300 0.0 0.033 2 Wall 1:Wood Frame, 16"o.c. 570 13.0 0.0 0.082 38 Window 1: Wood Frame.Double Pane with Low-E 104 0.330 34 Wall 2:Wood Frame, 16"o.c. 204 19.0 0.0 0.060 12 Ceiling 1- Flat Ceiling or Scissor Truss 702 30.0 0.0 0.035 25 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 C struction Code requirements in REScheck Version 4.6.2 and t omply with the mandatory requirement li to in the RESche k speGt�n Cn ecklist. Name-TiqbJ Signature Date Project Title: proposed 2nd-story-addition Report date: 10/09/15 Data filename: C:\Users\Admin\Documents\COPY D 1104\additions\2015\1600 naugles rd Matt energy Page 1 of 1 1600 naugles.rck KoAd APPROVED AS NOTED DATE: 6.P.# �lP6� PLUMBER CER TIFICATfC:1J FEE: m.. , BY:. ON LEAD CONTENT BEFO; NOTIFY BUILDING DEPARTS 'f AT CERTIFICATE OF OCCUP/ V�Y 765-1802 8 AM TO 4 PM FOR THE SOLDER USED lAJ IAIAT(=,/3 FOLLOWING INSPECTIONS: SUPPL Y SYSTEM Cl�t,rb�1` f�%T 1. FOUNDATION - TWO REQUIRED EXCEED 2110 OF I°o LE,; �. FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING 3. INSULATION 4. P 4. FINAL - CONSTRUCTION MUST PLUMBING PLUMBING WASTE BE COMPLETE FOR C.O. ,-.&WATER LINES NEED _ ALL CONSTRUCTION SHALL MEET THE TE$S.T.ING BEFORE COVERING-" REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. ELECTRICAL INSPECTION REQUIRED COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 lem8tBi wsk7 OF THE TOWN CODE, SES N, - TRUSS PLACARDING REQUIRED OCCUPANCY OR USE IS UNLAWFUL WITHOUT CERTIFICATE OF OCCUPANCY 0) OA GENERAL NOTES GENERAL FLASHING AND CAULKING NOTES: PROVIDE METAL FLASHING WHERE FRAMING LUMBER IS IN CONTACT WITH SOIL OR;ONCRETE,PROVIDE HIDDEN LEAD COATED COPPER FLASHING WHERE TOPS OF ROOFS MEET VERTICAL SURFACES.PROVIDE LEAD COATED COPPER STEP FLASHING AROUND ALL CHIMNEY'S,SKYLIGHTS AND WHERE SIDES OF ROOF MEET Nailing ScheduIe for Lateral and Shear ALL CONSTRUCTION SHALL CONFORM TO THE 2010 NEW YORK STATE FIRE PREVENTION AND BUILDING CODE EFFECTIVE DECEMBER 28,2010;WITH INCLUDES BUT NOT LIMITED VERTICAL SURFACES.ALL METAL FLASHING SHALL EXTEND UP VERTICALLY A MINIMUIW OF 4"FROM THE ROOF UNLESS NOTED OTHERWISE,FLASH ALL ROOFS TO THE FOLLOWING: 2010 RESIDENTIAL CODE OF NYS, 2010 BUILDING CODE OF NYS,2010-PLUMBING CODE,FIRE CODE,MECHANICAL CODE,FUEL GAS CODE, AS PER MANUFACTURERS SPECIFICATIONS.PROVIDE LEAD COATED COPPER DRIP E>GES AT ALL EXPOSED ROOF EDGES OVER FASCIA/RAKE BOARDS AND Connection requirements EXISTING BUILDING CODE AND PROPERTY MAINTAINED CODE OF NEW YORK STATE. ALL CODES SHALL SUPERCEDE TH DRAWINGS AND SHALL BE INCORPORATED INTO THE OVER ALL WINDOWS,DOORS AND OPENING OR THEIR TRIMS.PROVIDE SOLDERED METAL PANS UNDER ALL EXTERIOR DOORS.ALL FLASHING IS LEAD COATED COPPER. PLANS WHETHER THEY ARE INDICATED ON THE PLANS OR NOT. THE REFERENCE STANDARD UTILIZED:,AMERICAN FOREST&PAPER ASSOCIATION WOOD FRAME CONSTRUCTION MANUAL FOR ONE AND TWO FAMILY DWELLINGS 2001 EDITION GENERAL WALL BOARD NOTES BASED ON TABLE 3.1 OF THE WFCM 2001 EDITION PRESCRIPTIVE AND ENGINEERED METHODS. THE SPECIFICATIONS,TABLES AND DETAILS SHALL BE PART OF THE DRAWINGS WHETHER THEY ARE INDICATED ON THE PLANS OR NOT. PROVIDE 1/2"GYP.WALL BOARD TO ALL WALLS AND CEILING UNLESS NOTED OTHERNIISE.PROVIDE 5/8"MOISTURE RESISTANT GYPSUM WALL BOARD AT ALL BATHROOMS ACCEPTANCE AND/OR USE OF THESE DOCUMENTS BY THE OWNER IS ACKNOWLEDGEMENT BY THE OWNER THAT THE DOCUMENTS ARE BASIC IN NATURE,AND HE OR HIS AND 5/8"CEMENT BOARD IN ALL WET AREAS. CONTRACTORS HAVE THE EXPERTISE AND EXPERIENCE TO PREFORM ALL OF THE WORK AS INDICATED.THE ARCHITECT HAS NOT BEEN RETAINED TO PERFORM DESIGN ALL GYPSUM WALL BOARD SHALL RECEIVE ONE COAT OF TAPE AND THREE COATS OF SPACKLE MINIMUM.ALL WALLS,CEILINGS,DECKS,AND LEDGES TO DESCRIPTION NUMBER OF NAIL SPACING SERVICES FOR ANY MECHANICAL,ELECTRICAL,PLUMBING,AND SANITARY SYSTEMS. RECEIVE TILE OR STONE SHALL BE SET ON 5/8"CEMENT BOARD. COMMON NAILS IT IS THE SOLE RESPONSIBILITY OF THE USER OF THESE DOCUMENTS TO OBTAIN ALL THE VALID PERMITS FROM ALL AGENCIES HAVING JURISDICTION,PRIOR PROVIDE ONE LAYER OF APPROVED 5/8"FIRE RATED GYPSUM WALL BOARD AT ALL VAILLS AND CEILINGS OF ALL GARAGES AND ROOMS ENCLOSING HEAT PRODUCING TO STARTING ANY WORK. EQUIPMENT.PROVIDE ONE LAYER OF APPROVED 5/8"FIRE RATED GYPSUM WALL BC\RD AT ALL INTERIOR HOUSE WALLS COMMON TO GARAGES.PROVIDE ONE LAYER OF ROOF FRAMING O 5/8"APPROVED FIRE RATED GYPSUM WALL BOARD OVER ALL HEAT PRODUCING EQLIRMENT AT ALL UNFINISHED AND OPEN BASEMENTS,TO EXTEND 36 INCHES PAST i THE ARCHITECT IS NOT RESPONSIBLE FOR WORK PERFORMED IN ASSOCIATION WITH THESE DOCUMENTS UNLESS THE OWNER HAS OBTAINED ALL PERMITS FROM ALL ALL HEAT PRODUCING EQUIPMENT. RAFTER TO TOP PLATE(TOE NAILED) 4-8D EACH RAFTERH AUTHORITIES HAVING JURISDICTION INCLUDING TOWN,COUNTY,STATE,AND FEDERAL AUTHORITIES(INCLUDING,BUT NOT LIMITED TO,BUILDING PERMIT,HISTORIC DISTRICT PERMIT,PERMIT,PLANING AND ZONING APPROVAL,TOWN AND STATE ENVIRONMENTAL APPROVALS,AND SUFFOLK COUNTY DEPARTMENT OF HEALTH SANITARY DISPOSAL GENERAL STAIR NOTE CEILING JOISTS TO TOP PLATE(TOE NAILED) 4-8D EACH JOIIST THE ARCHITECT HAS NOT BEEN RETAINED TO PERFORM SERVICES FOR THE CONSTRUCTION PHASE OF THIS PROJECT.THE ARCHITECT IS NOT RESPONSIBLE FOR ANY ALL DESIGN CONSTRUCTION AND INSTALLATION OF ALL STAIRS SHALL BE THE SOLERIESPONSIBILITY OF THE STAIR CONTRACTOR.ALL STAIRS SHALL BE IN ACCORDANCE 77 CHANGES IN THE WORK NOT IN CONFORMANCE WITH THE DOCUMENTS UNLESS DIRECTED BY THE ARCHITECT IN CERTIFIED WRITTEN AND/OR DRAWN FORM, WITH R.314 OF THE 2010 RESIDENTIAL CODE OF NEW YORK STATE.ALL RISERS ARESED UNLESS NOTED OTHERWISE,MINIMUM HEADROOM AT STAIRS IS AS PER CEILING JOISTS TO PARALLEL RAFTERS(FACE NIALED) 5-16D EACH LAP L PERMIT.) R311 OF THE RESIDENTIAL CODE OF NEW YORK STATE. y= 6'-8" O " MAX.RISER-8" CEILING JOISTS LAP OVER PARTITIONS(FACE NAILED) 5-16D EACH LAP U ALL PLUMBING,MECHANICAL AND FUEL,GAS WORK SHALL CONFORM TO THE 2010 PLUMBING CODE,MECHANICAL CODE AND FUEL GAS CODE OF NEW YORK STATE AND ALL MIN. TREAD 9"-W/O NOSE) LOCAL AND FEDERAL CODES AND REQUIREMENTS HAVING JURISDICTION.ALL PLUMBING WORK SHALL BE PERFORMED BY A LICENSED AND INSURED PLUMBING MIN. NOSE-3/4" COLLAR TIES TO EACH RAFTER(FACE NAILED) 4 8D EACH TIE: 0 CONTRACTOR. MAX.NOSE-11/4" BLOCKING TO RAFTER(TOE NAILED) 3-8D EACH ENID MAX.NOSE RADIUS-9/16" 0 - ALL CONTRACTORS SHALL BE LICENSED AND INSURED AS REQUIRED BY LOCAL AND STATE GOVERNMENT. GENERAL HANDRAIL AND GUARD NOTES RIM BOARD TO RAFTER(END NAILED) 2-16D EACH ENID ALL ELECTRICAL WORK SHALL CONFORM TO THE 2010 RESIDENTIAL CODE OF NEW YORK STATE AND ALL LOCAL AND FEDERAL CODES AND REQUIREMENTS HAVING JURISDICTION.ALL ELECTRICAL WORK SHALL BE PERFORMED BY A LICENSED AND INSURED ELECTRICIAN CONTRACTOR, ALL DESIGN CONSTRUCTION AND INSTALLATION OF ALL HANDRAILS AND GUARDS SFAILL BE THE SOLE RESPONSIBILITY OF THE RAIL CONTRACTOR.ALL HANDRAILS AND RAFTERS TO RIDGE,VALLEY OR HIP(TOE NAILED) 4-16D EACH RAFTER GUARDS SHALL BE IN ACCORDANCE WITH R.311 AND R.312 OF THE 2010 RESIDENTIA. CODE OF NEW YORK STATE.MAX.4"CLEAR BETWEEN VERTICAL BALUSTRADE.TOP ALL CONSTRUCTION SHALL BE BASED ON THE DIMENSIONS AS INDICATED IN THE DRAWINGS,VERIFY ALL WORK NOT DIMENSIONED WITH THE ARCHITECT BEFORE THE START OF ALL RAILS 36"ABOVE ADJACENT FINISH FLOOR. RAFTERS TO RIDGE,VALLEY OR HIP(FACE NAILED) 3-160 EACH RAFTEROF THE WORK,DO NOT SCALE THE DRAWINGS FOR DIMENSIONS. PROVIDE HANDRAILS ON OPEN SIDES OF ALL STAIRS AND STEPS HAVING TWO OR M)RE RISERS.PROVIDE HANDRAILS AND GUARDS AT ALL OPEN AREAS 18"OR HIGHER ry THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL CONDITIONS AND DIMENSIONS WITH THE ARCHITECT PRIOR TO THE START OF THE WORK. ABOVE ADJACENT FLOORS OR EXTERIOR GRADE UNLESS NOTED OTHERWISE. O 75 0 THE CONTRACTOR SHALL MATCH ALL EXISTING CONDITIONS AS THEY RELATE TO ALL MATERIALS,MECHANICAL,ELECTRICAL,PLUMBING,FINISHES,HEIGHTS,ALIGNMENT AND GENERAL GLAZING NOTES WALL FRAMING ALL EXTERIOR GLAZED OPENINGS IN THE 110 MPH THREE SECOND GUST WIND REGDN WITHIN ONE MILE OF TIDAL MEAN HIGH WATER LINES AND IN ALL AREAS OF THE 120 DIMENSIONS UNLESS INDICATED OTHERWISE. MPH THREE SECOND GUST WIND REGION SHALL MEET THE REQUIREMENTS OF THE.ARGE MISSLE TEST OF ASTM TOP PLATE TO TOP PLATE(FACE NAILED) 2-i6D NOTE 1 PER FOOT E 1996 AND OF ASTM E 1886 AND R301 OF THE 2010 L1. ALL MATERIALS AND PRODUCTS SHALL BE PROVIDED AS INDICATED IN THE DRAWINGS AND SPECIFICATIONS AND INSTALLED AS PER THE MANUFACTURERS SPECIFICATIONS RESIDENTIAL CODE OF NEW YORK STATE UNLESS NOTED OTHERWISE BY EXCEPT104'TO 301.2.12, n/Q AND THE INDUSTRIES BEST PRACTICES,ALL MATERIAL AND PRODUCTS SHALL BE NEW AND FREE FROM DAMAGE, ALL GLAZING SHALL MEET THE REQUIREMENTS OF R308 OF THE 2010 RESIDENTIAL OIDE OF NEW YORK STATE. TOP PLATE AT IN1cRSECTIONS(FACE NAILED) 4-16D JOIST-EACH SIDE !^ ALL CONSTRUCTION SHALL BE LEVEL,PLUMB AND TRUE UNLESS INDICATED OTHERWISE,ALL CONSTRUCTION SHALL BE TO THE LINES AND DIMENSIONS SHOWN UNLESS GENERAL EMERGENCY ESCAPE AND RESCUE NOTE STUD TO STUD(FACE NAILED) 2-16D 24"ON CENTER Z VJ INDICATED OTHERWISE. N W R310.1 Emergency escape and rescue required.Basements with habitable space and every sUe;ping room shall have at least one operable emergency and rescue opening.Such opening shall open HEADER TO HEADER(FACE NAILED) 16D 16"O.C. ALONG EDGES J THE ARCHITECT IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS,METHODS,TECHNIQUES,SEQUENCES,PROCEDURES,SHORING,BRACING,PROTECTION,OF LIFE AND directly into a public street,public alley,yard or court.Where basements contain one or more seeping rooms,emergency egress and rescue openings shall be required in each sleeping room, 0 PROPERTY OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK AND HE IS NOT RESPONSIBLE FOR THE CONTRACTORS FAILURE TO PERFORM but shall not be required in adjoining areas of the basement.Where emergency escape and reciue openings are provided they shall have a sill height of not more than 44 inches above the TOP AND BOTTOM PLATE TO STUD 2-16D(max,wall ht;10') EACH STUD `./ THE WORK IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATION.THE ARCHITECT IS NOT RESPONSIBLE FOR ACTS OF ERROR OR OMISSION BY THE CONTRACTOR OR floor.Where a door opening having a threshold below the adjacent ground elevation serves asam emergency escape and rescue opening and is provided with a bulkhead enclosure,the bulkhead W ANY OH HIS SUBCONTRACTORS OR ANY PERSONS PERFORMING THE WORK, enclosure shall comply with Section R310.3.The net clear opening dimensions required by thi;siection shall be obtained by the normal operation of the emergency escape and rescue opening fromZ) the inside.Emergency escape and rescue openings with a finished sill height below the adjacent ground elevation shall be provided with a window well in accordance with Section R310.2. TOP AND BOTTOM PLATE TO STUD 3-16D(wall ht; 10'to 20) EACH STUD co THE ARCHITECT HAS NOT BEEN RETAINED AND IS NOT RESPONSIBLE FOR THE OBSERVATION OF THE WORK UNLESS SPECIFICALLY AGREED TO IN WRITING BY THE Emergency escape and rescue openings shall open directly into a public way,or to a yard or currt that opens to a public way. BOTTOM PLATE TO FLOOR JOISTS OR BAND JOISTS 2-160 NOTE 1 PER FOOT O 7 ARCHITECT AND USER OF THESE DOCUMENTS. GENERAL SWIMMING POOL,HOT TUB AND SPA BARRIER NOTES 8-16D O C)ALL CONSTRUCTION INCLUDING ALL HVAC.,PLUMBING,ELECTRICAL AND SPECIAL SYSTEM SHALL MEET THE REQUIREMENTS OF THE 2010 NEW YORK STATE ENERGY CODE O AND THE REQUIREMENTS OF THE RES CHECK REPORT OF THESE DRAWINGS. ALL SWIMMING POOLS,HOT TUBS AND SPAS SHALL BE PROVIDED WITH BARRIERS A.PER APPENDIX G OF THE OF END JOISTS,FACE NAILED IN LAPPED AREA DOUBLE TOP PLATE MINIMUM 48 INCHES OFFSET L �/ 2010 RESIDENTIAL CODE OF NEW YORK STATE.PROVIDE APPROVED PROTECTIVE B\RRIERS AND APPROVED CONTINUOUS HEADER TO STUD(TOE NAILED) 4-8D 1.1. 0 THE DESIGN OF ALL HVAC,PLUMBING,ELECTRICAL SYSTEMS,SITE WORK,SANITARY SYSTEMS AND SWIMMING POOLS,ELEVATORS AND ALL OTHER WORK AS NOTED IS THE PROTECTIVE BARRIER OPENING HARDWARE AS REQUIRED. SOLE RESPONSIBILITY OF THE USER OF THESE DOCUMENTS AND HIS CONTRACTORS UNLESS SPECIFICALLY NOTED OTHERWISE.THE USER OF THESE DOCUMENTS SHALL BE WALL SHEATHING ATTACHMENT REQUIREMENTS W RESPONSIBLE FOR SUBMITTING DESIGNS AND DOCUMENTS FOR ALL HVAC,PLUMBING AND ELECTRICAL SYSTEMS AS REQUIRED BY ALL AUTHORITIES HAVING JURISDICTION. GENERAL LIGHT,VENTILATION AND HEATING NOTES CONTINUOUS HEADER TO STUD(TWO PIECES) 16d 16"o.c. along each edge ALL SYSTEMS SHALL BE DESIGNED AND CERTIFIED BY A NEW YORK STATE PROFESSIONAL ENGINEER. BASED ON TABLE 3.11 OF THE 2001 EDITION PROVIDE LIGHT,VENTILATION AND HEAT AS PER R303 OF THE 2010 RESIDENTIAL CO)E OF NEW YORK STATE. Maximum Nail spacing for 8d common nails BUILT UP CORNER STUDS 16d 24"ON CENTER GENERAL EXCAVATION AND BACKFILLING NOTES PRE-FAB FIREPLACES AND CHIMNEYS MUST MEET CHAPTER 10 OF THE 2010 RESID6V7IAL CODE OF NEW YORK STATE. BUILT UP GIRDERS AND BEAMS, EXCAVATE ALL AREAS AS INDICATED IN THE DRAWINGS.ALL EXCAVATIONS SHALL BE THE MINIMUM DEPTH REQUIRED ACHIEVING CLEAN UNDISTURBED VIRGIN SOIL WITH PRE-FAB CHIMNEYS AND VENTS MUST MEET CHAPTER 18 OF THE 2010 RESIDENTIALGODE OF NEW YORK STATE. 3- second gust wind Speed @ 120(MPH) 2-INCH LUMBER LAYERS 16d ** STABLE MOISTURE CONTENT AND NON-SHIFTING AND NON-SHRINKING SOIL CHARACTERISTICS.THE ARCHITECT HAS PREPARED THE DRAWING AND SPECIFICATIONS WITH AN C t) -a O*'`NAIL EACH LAYER AT 23-INCHES ON CENTER AT TOP � O C to ASSUMED DESIGN BEARING CAPACITY OF ONE TON PER SQUARE FOOT.IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE ACTUAL SOIL BEARING 4) p AND BOTTOM AND STAGGER NAILS.2-NAILS AT EACH Q. CAPACITY OF THE SOILS ENCOUNTERED BY CONDUCTING TESTS BY AN APPROVED AGENCY AND CERTIFIED BY A NEW YORK STATE PROFESSIONAL ENGINEER.THE NOTE:SAFETY GLAZING STRUCTURAL SHEATHING Stud At panel At intermediate END AND AT EACH SPLICE L O CONTRACTOR SHALL NOT START THE WORK WHERE TEST INDICATE SOIL BEARING VALUES LESS THAN ONE TON PER SQUARE FOOT.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE NOTIFICATION OF SUCH FINDINGS TO THE ARCHITECT AND SHALL NOT PROCEED WITH THE WORK UNTIL RECEIVING WRITTEN INSTRUCTIONS FROM THE SAFETY GLAZING(TEMP GLASS)IS REQUIRED AT GLAZING IN A BUILDING WALL ENCOSING BATHTUBS AND SHOWERS (SEE NOTE A) Spacing edges edges in field O a ; C U O C C C U O M CL N ARCHITECT. O a) rn A.- rn Cr WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES ABOVE A STAIDiING SURFACE AND DRAIN INLET. 6" 12" O BACKFILL INTERIOR ZONE 16"o.c. in v O • C SHALL BE PERMITTED AGAINSPERMITTED CONCRETE FOUNDATION WALLS WITHOUT FLOOR FRAMING OR PROPER BRACING AS REQUIRED TO PREVENT DAMAGE L THE SAFETY GLAZING IS REQUIRED ADJACENT TO STAIRWAYS,LANDINGS, AND RAMPS VnfHIN 36 INCHES HORIZONTALLY - FLOOR FRAMING cu 2 a. V p WALLS.NO BACKFILL SHALL BE PERMITTED WITHIN A MINIMUM OF TWO WEEKS AFTER POURING.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGE TO ALL OF WALKING SURFACE OR WITHIN 60 INCHES HORIZONTALLY OF THE BOTTOM TREAT OF STAIRWAY IN ANY DIRECTION 4 FOOT EDGE ZONE 16"o.c. 6" 6" ` --- OR O 3 CONCRETE WORK. AND WHEN EXPOSED SURFACE OF GLASS IS LESS THAN 60 INCHES ABOVE THE NOS:(OF THE TREAD JOISTS TO SILL,TOP PLATE TO GIRDER(TOE NAILED) 4 8D EACH JOUST O �.. O OR WALKING SURFACE, v-. im LOTS SHALL BE GRADED AS TO DRAIN SURFACE WATER AWAY FROM THE FOUNDATION WALLS, ALL DRAINAGE SHALL CONFORM TO RCNYS SECTION R401 SHEAR WALLS 16"o.c. 3" 6" � C � N O THE GRADE SHALL FALL A MINIMUM OF INCHES WITHIN THE FIRST 10 FEET, BRIDGING TO JOISTS(TOE NAILED) 2-8D EACH ENID N Z3 3 C rn Z. 2-8D EACH ENID = v 0 -0 O : + ALL EXCAVATIONS FOR CONCRETE PIERS AND FOOTING SHALL BE A MINIMUM OF THREE FEET BELOW FINISHED GRADE, ROOF SHEATHING ATTACHMENT REQUIREMENTS NOTE A: BLOCKING TO JOISTS(TOE NAILED) Co C0 C C� O M REMOVE ALL SHRUBS,TREES AND PLANTINGS AS PER THE CLIENT.SLOPE ALL FINISHED GRADES FROM ALL CONSTRUC''ION AND PROVIDE FOR ON SITE DRAINAGE AS PER wall sheathing within 4-feet of the corners,the 4 foot perimeter ALL LOCAL BUILDING REQUIREMENTS. BASED ON TABLE 3.10 OF THE 2001 WFCM EDITION BLOCKING TO SILL OR TOP PLATE(TOE NAILED) 3-16D EACH BLiOCK edge zone attachment requirements shall be used. - IN AREAS LIKELY TO HAVE EXPANSIVE,COMPRESSIBLE,SHIFTING OR OTHER UNKOWN SOIL CHARACTERISTICS,THE BUILDING OFFICIAL SHALL DETERMINE WHETHER TO REQUIRE Maximum Nail Spacing for 8d Deformed Or 8d Common nails LEDGER TO STRiP BEAM(FACE NAILED) 3-16D EACH JOUST A SOIL TEST RO DETERMINE THE SOIL'S CHARACTERISTICS AT A PARTICULAR LOCATION. THE TEST SHALL BE MADE BY AN APPROVED AGENCY USING APPROVED METHODS. for exterior panel siding, galvanized 10d box nails may be substituted (n [� for the common nails JOIST ON LEDGER TO BEAM(END NAILED) 3-8D EACH JOIST W Z GENERAL CONCRETE NOTES: 3 - Second gust Wind Speed @ 120 (MPH) BAND JOIST TO JOIST(END NAILED) 3-16D EACH JOIST '.,,,J Z W 24. Windows in buildings located in Wood-Borne debris regions (areas within- O ALL CONCRETE FOOTINGS,PIERS,FOUNDATION WALLS SHALL BE CAST-IN-PLACE AND HAVE A MINIMUM ULTIMATE COMPRESSIVE STRENGTH OF 3000 PSI @ 28 DAY TEST. hurricane prone regions within 1 mile of the coastal high water BAND JOIST TO SILL OR TOP PLATE(TOE NAILED) 2-160 NOTE 1 PER FOOT EXCEPT EXPOSED SLABS:GARAGE SLABS AND CONCRETE STEPS/STOOPS SHALL BE 3500 PSI @ 28 DAYS. NO ADDITIVE3 SHALL SHEATHING LOCATION Spacing At panel At intermediate line were the basic wind speed is 110 miles per hour or greater z BE PERMITTED TO BE ADDED TO THE MIX EXCEPT ALL CONCRETE SHALL BE AIR ENTRAINED.AIR CONTENT SHALL BE MORE THAN 5%AND NOT MORE THAN 7%OF THE NOTE 1; NAILING REQUIREMENTS ARE BASED ON WALL I� ( ) g g or 120 miles per hour as per figure R301.2(4)of the New York State SHEATHING NAILED 6" ON-CENTER AT PANEL EDGES. W J z 0 CONCRETE vot_uME. SEE NOTE A edges edges in led Residential Building Code shall meet the requirements of the large ALL CONCRETE SHALL BE FORMED AND PROTECTED AGAINST FREEZING.ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE LATEST ACI 318 AND ASTM 1157. INTERIOR ZONE 12" O.C. 6" 12° Missle test ASTM E 1996 and the ASTM E 1886 � Q � � ALL STEEL CONCRETE REINFORCEMENT SHALL BE NEW BILLET STEEL CONFORMING TO THE LATEST ASTM A-615. N ALL FOOTINGS SHALL BEAR ON VIRGIN,UNDISTURBED SOIL WITH AN ASSUMED BEARING CAPACITY OF 2000 POUNDS PER SQUARE FOOT. 16"o.c. 6" 12" referenced therein. ALL FOOTINGS SHALL BEA MINIMUM OF 36 INCHES BELOW FINAL GRADE. ALL STEP FOOTINGS SHALL NOT BE GREATER THAN 1 VERTICAL To 2 HORIZONTAL (values are nominal design 3-second gust wind speed in miles per hour) DESCRIPTION � W W Where the building official determines that in-place soils with an allowable bearing capacity of less than 1,500 psf are likely to be present at the site,the allowable bearing capacity PERIMETER EDGE ZONE 12"o.c. 6" 6" COMMON NAILS NUMBER OF NAIL SPACING = W W shall be determined by a soils investigation.(RCNYS R401.1) 16" o.c. 6" 6" A. EXCEPTION: Wood Structural panels with a minimum of thickness of 7/16 inch DECK CONSTRUCTION U W 1 GENERAL GARAGE NOTES: and a maximums an of 8 feet shall be permitted for opening Fasteners for asphalt shingles shall be galvanized or stainless steel, P P P 9 3-100 THREADED NAILS OR (n 0 M ALL OPENINGS FROM THE GARAGE TO THE HOUSE,BASEMENT AND ATTICS ABOVE THE GARAGE SHALL BE PROVIDED WITH APPROVED 3!4 HOUR FIRE RATED FRAME AND aluminum or copper roofing nails, minimum 12 gage shank with a protection. Panels shall be precut to cover the glazed openings DECK RIM JOIST To END JOIST 3 #10 x 3"WOOD SCREWS EACH JOIST OPENING THE 2010 RESIDENTIAL CODE OF TING NE STATE OFIVES NEW HALL BE PROVIDED WITH APPROVED SELF CLOSERS.ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF R309 OF minimum 318" inch diameter head. the fasteners shall penetral� with attachment hardware provided in the table below. WOOD DECKING TO TOP OF RIM JOIST #00 WOOD SED NAILS @ 6°o.c. EACH JOIST Label all panels and store in a clean dry area of the house. through the roof sheathting and comply with ASTM F 1667 Attachments shall be provided in accordance with the table POST TO BEAM 2-1/2'OR 5/8"DIA THRU-BOLTS/WASHERS AT EACH POST SLOPE ALL GARAGE FLOORS TO GARAGE DOOR OPENINGS.PROVIDE MINIMUM 4"VERTICAL STEP UP FROM GARAGE TO HOUSE AND BASEMENT. All asphalt Shingles Shall have Self-Seal strips Or be interlocking, as follows:GENERAL SMOKE AND CARBON MONOXIDE ALARM: and Comply with ASTM D 225 or ASTM D 3462 B. Fastener Schedule for wood plywood panels o %_ PROVIDE SMOKE ALARM SYSTEMS AS PER R.313 OF THE 2010 RESIDENTIAL CODE OF NEW YORK STATE.THE SYSTEM SHALL BE HARD WIRED AND INTERCONNECTED.ALL ALL SCREWS, BOLTS AND NAILS USE WITH PRESERVATIVE TREATED WOOD N W EQUIPMENT SHALL BE APPROVED,LISTED AND IN CONFORMITY WITH NFPA 72.SMOKE ALARMS SHALL BE PROVIDED AT ALL SLEEPING AREAS,IMMEDIATELY OUTSIDE OF For normal applications, TABLE R301.2.1.2 EACH SLEEPING AREA AND A MINIMUM OF ONE PER FLOOR INCLUDING ALL BASEMENTS AND CELLARS, pp ' ations, asphalt shingles shall be secured to roof SHALL BE HOT-DIPPED GALVANIZED OR STAINLESS STEEL.with not less than six fasteners per strip. �o Ir0 PROVIDE AN APPROVED AND LISTED CARBON MONOXIDE DETECTION SYSTEM AS PER THE REQUIREMENT OF R313 OF THE 2010 RESIDENTIAL CODE OF NEW YORK STATE, Fastener Panel Span Panel Span Panel Span ALL STRUCTURAL HANGERS, ANCHORS, ETC SHALL BE HOT-DIPPED GALVANIZEzD O Q Type Less than or less than or less than or OR STAINLESS STEEL. m GENERAL FRAMING NOTES: NOTE A: For roof and wall sheathing within 4-feet of the pErilmeter equal to 4 feet equal to 6 feet equal to 8' H W LLI edge of the roof, include on each side of the roo peak, ALL FASTENERS AND CONNECTORS EXPOSED TO SALT WATER OR LOCATED WITH BASE DESIGN VALUE FOR VISUALLY GRADED DIMENSIONAL LUMBER:JOISTS,STUDS,RAFTERS AND ALL FRAMING LUMBER SHALL BE DOUG-FIR#2 OR BETTER, the 4-foot perimeter ed a zone attachment re uirements IN 300 FEET OF A SALT WATER SHORELINE SHALL BE STAINLESS STEEL GRADE 304 OR 316. 0- w t¢j E=1.6,MINFb=1000 p g q 4-1/2"#6 Wood 16 inches 12 inches 9 inches shall be used. U) U) ALL EXTERIOR LUMBER SHALL BE ACQ REQUIRING THE FOLLOWING: Screw Or 10d on center on center on center DECK FOOTINGS CLOSER THAN 5'-0"TO AN EXISTING EXTERIOR HOUSE WALL MUST BEAR a.) ALL FASTENERS SHALL BE HOT DIPPED GALVANIZED OR STAINLESS STEEL IN ACCORDANCE WITH THE LATEST ASTM REQUIREMENTS. Nails b.) USE COPPER FLASHING ONLY AGAINST ACQ LUMBER SILL PLATES AT THE SAME ELEVATION AS THE FOOTING OF THE EXISTING HOUSE FOUNDATION. c.) ALL STRUCTURAL CONNECTORS,i.e. SIMPSON STRONG-TIE OR USP SHALL BE HOT DIPPED GALVANIZED OR STAINLESS STEEL. CANOTE:STAINLESS STEEL SHALL BE USED WITH-IN ONE MILE OF WATER. FLOOR SHEATHING ATTACHMENT REQUIREMENTS 4-1/2"#8 Wood 16 inches 16 inches 12 inches CUT ENDS OF POSTS SHALL BE FIELD TREATED WITH AN APPROVED PRESERVATIVE SUCH ALL STRESS GRADE FRAMING MATERIAL AND PLYWOOD SHEATHING SHALL BE GRADED AND MARKED BY AN APPROVED GRADING AGENCY. Screws on center on center on centerAS COPPER NAPHTHENATE00 T 0 V Shall be attached with a minimum of 8d common nails spaced at a minimum of 6-inches on center on CEILING SHEATHING ATTACHMENT REQUIREMENTS ALL MANUFACTURED FRAMING MATERIALS SHALL BE AS INDICATED IN THE DRAWING AND SPECIFICATIONS.ALL MANUFACTURED FRAMING MATERIALS SHALL BE INSTALLED IN panel edges and 12-inches on center in panel field. a.This table is based on 130 mph wind speeds and a 33-foot mean roof height. T F� STRICT ACCORDANCE WITH THE MANUFACTURERS SPECIFICATIONS AND GUIDELINES.ALL MANUFACTURED FRAMING MATERIAL SHALL BARE THE MARKINGS OF THE MANUFACTURE. 5d cooler nails spaced 7" on edge and 10" in field b.Fasteners shall be installed at opposing ends of the wood structural panel. ALL PLYWOOD SHALL BE EXTERIOR GRADE(CDX)FIR UNLESS NOTED.ALL PLYWOOD SHEATHING AT ALL WALLS,FLOORS AND ROOFS SHALL BE INSTALLED Fasteners Shall be located a minimum of 1 inch from the edge of the panel. CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA PERPENDICULAR TO THE FRAMING.ALL PLYWOOD USED FOR SUBFLOORS SHALL BE TONGUE AND GROOVE. INSTALL ALL PLYWOOD AT WALLS AS PER DETAILS,STAGGER ALL PLYWOOD JOINTS MINIMUM 32"WHERE POSSIBLE. c.Fasteners shall be long enough to penetrate through the exterior wall covering SUBJECT TO DAMAGE FROM and a minimum of 1114 inches into wood wall framing and a minimum of 1-1/4 inches W DOUBLE FRAME ALL OPENINGS UNLESS NOTED OTHERWISE,PROVIDE DOUBLE FLOOR JOISTS UNDER ALL PARALLEL PARTITIONS UNLESS NOTED OTHERWISE. N into concrete block or concrete,and into steel framing a minimum of 3 exposed threads. GROUND WIND SIESMIC FROST ICE SHIELD ., C7)Fasteners shall be located a minimum of 21/2 inches from the edge of concrete block SNOW SPEED DESIGN LINE CE HI AYMENT FLOOD «i r— LOAD REQUIRED or concrete. (MPH) CATAGORY WEATHERING DEPTH TERMITE EHAZARD ] I� PROVIDE BRACING AT ALL FLOORS AS PER MANUFACTURERS SPECIFICATIONS. PROVIDE SOLID BLOCKING TO FOUNDATION AND GIRDERS UNDER ALL CONCENTRATED LOADS AS REQUIRED, d.Where screws are attached to masonry or.masonry/stucco,they shall be attached SEVERE ++ MODERATE YES NO TO HEAVY 1/2" structural plywood using vibration-resistant anchors having a mnimum ultimate withdrawal capacity of 20 LBS 120 B 3-0 � � Q PROVIDE HOT DIPPED GALVANIZED METAL CONNNECTORS,FASTENERS,AND FOUNDATION ANCHORS AS PER DETAILS UNLESS OTHERWISE NOTED. Panel, Attached to 490 pounds. —4SOLID FIRE BLOCKING OVER ALL CONCEALED FLOORS AND CEILINGS OVER ALL BEARING WALLS AND GIRDERS. TABLE Frame in accordance �,•,R301.2(1)Residential Code of NEW YORK STATE l� r..� � PROVIDE APPROVED HOT DIPPED GALVANIZED METAL CONNECTORS FOR ALL FRAMING CONNECTORS FOR ALL FLUSH FRAMING CONNECTIONS AS REQUIRED FOR THEIR with Table R301.2.1.2 DESIGN LOAD INFORMATION w SIZE AND USE UNLESS NOTED OTHERWISE. M Residential Code of WOOD HEADER SCHEDULE A. Ground Snow Load: 20 psf an c .° REFER TO NAILING SCHEDULE PROVIDED. NAILING NOT INCLUDED IN THE SCHEDULE SHALL BE INCONFORMITY WITH THE NYS NOMINAL LUMBER SIZE: SPANS: B. Rooms other than sleeping: LL = 40psf, DL = 10psf O a/ AF&PA 2001 WOOD FRAME CONSTRUCTION MANUAL FOR ONE AND TWO STORY FAMILY DWELLINGS. C. Sleeping her than sl - 30psf, DL = 10 sf (2)2x6 UP TO T-0" P g - P p o ALL FRAMING EXPOSED TO WEATHER AND/OR IN CONTRACT WITH CONCRETE,MASONRY,STONE OR IN GROUND SHALL BE APPROVED TREATED FORTY YEAR MATERIAL. D. Roof, no ceiling load: LL = 20 psf, DL = 15 psf ALL CONNECTORS AND FASTENERS IN CONTACT WITH TREATED LUMBER SHALL BE STAINLESS STEEL. (2)2X8 T-0"TO V-0" E. Roof with cathedral Ceiling: LL s , psf, DL s 15 psf WINDOW UNIT FLOOR DIAPHRAGM BRACING;BLOCKING AND CONNECTION SHALL BE PROVIDED AT PANEL EDGES PERPENDICULAR TO FLOOR FRAMING MEMBERS IN THE FIRST TWO BAYS OF FRAMING AND SHALL BE SPACED AT A MAXIMUM OF 4 FEET ON CENTER.NAILING IN ACCORDANCE WITH NAILING SCHEDULE. (2)2X10 6'-0"TO 8'-0" conies: LL = 60 psf, �gED q G. Decks. LL F. Exterior Balconies: 40 psf ALL ENGINEERED LUMBER AND FLITCH PLATE BEAMS SHALL BE STORED AND INSTALLED IN STRICT CONFORMITY WITH THE MANUFACTURER'S SPECIFICATIONS. (2)2X12 8'-0"TO 10'-0" H. Guardrails and Handrails: LL = 200psf I. Guardrail balusters and panel fillers: LL = 50 psf N ALL POSTED AND CONCENTRATED LOADS SHALL BE POSTED AS NOTED AND IN NO CASE LESS THAN THE WIDTH OF THE STRUCTURAL MEMBER WHICH IT SUPPORTS POSTS SHALL BE 4X4(NOMINAL) p P ALL POST LOADS SHALL BE CONTINUOUS TO THE TOP OF ALL STEEL GIRDERS AND TOP OF CONCRETE FOUNDATION. NOTE:ALL SIZES CALLED OUT J. Attic without Storage: LL = 10 psf, DL = 10 psf * I NO STRUCTURAL FRAMING MEMBERS SHALL BE PERMITTED TO BE CUT,DRILLED OR ALTERED WITH OUT THE WRITTEN APPROVAL OF THE ARCHITECT. 11 11 THE FOLLOWING DRAW NGS WI ON ANY OF K. Attic with storage: LL = 20 psf, DL = 10 psf PLYWOOD STORM PANEL SHUTTER DETAIL Minimum concetrated load on stair treads SUPERCEDE THIS SCHEDULE. L. Stairs; NO SCALE 'NOTE:USE(3)2x HEADERS AT ALL 2x6 (on area of 4 square inches) is 300 pounds I PUN AOQ� (IN LIEU OF IMPACT RESISTANT GLASS UNITS) EXTERIOR WALLS OF NE`N Refer to NYS code R301.5 for all Live Load foot notes Simpson ROOF JL 4" VTR H2A Stud To Rafter Connector i Simpson A23 Angle _�- ; 2" eeach side of Header 2 I - __..r_---� I 1 'r Typical w/4-16D nails each end 11 i I Typical Metal Strapping 1 1 3 j 311 I I I WINDOW HDR at Openings 11 1/2" 11 1/2" i 1 112" i 1 1/2" d 1/2" , 1 1/2') 1 1/2"1 1 1/2"1 1 Horizontally attached O 2" 2" 2" plywood sheathing 1 1 , shall have Solid Blocking Simpson A23 Angle z 2 ND FL. 1 i @ all Plywood Joints each side of window sill O z 3" _ Simpson A23 Angle i 3" P21P each side of window sill ~ - U I 3" Minimum number of Jack 0 311 1 Studs as per WFCM table 3.22F. �'- 2" Full Height stud requirements for Q _ headers and window sills as per i i3" i WFCM table 3.23.0 and 3.23.D 2" 1i1 1/2" 3" 1 i 1 1/2" i 1 1/2" WASHER 1 DW 1 Holdowns in accordance with O 211 WFCM manual. Provide at all 0 Building corners, between garage cV 0 1 door openings andas per1 11 11 1ST FL. Ifoundation plan. z Nailing as per schedule. RIM JOIST (V W 4" FAI3„ '1 �� 3" Sill Strapping See details on • ID J 3 this page. W CO CO CO U) 4" Q O10- z CONNECT TO AN EXISTING 4" C.I.H.T. PLUMBING RISER DIAGRAM 0 CD o SUFFOLK COUNTY DEPT. OF HEALTH APPROVED TYPICAL ELEVATION SANITARY SYSTEM NOT TO SCALE WALL TO HEADER STRAPPING NO SCALE a) E C: o C: rn C `C a) ,— L C a) 2 C U a) coC_ 1-1/4" gals. x 20 gage Cn o c 6.n O ,a) in t= in � a) coil strap with (5) 8d s a m Q o common nails U L = c.2 a 3 in each end at each rafter. °' U) ° " ? o M c (D c >_- 1-114" x 20 gage G-185 SIMPSON H2A CUT a) .� o c �E o M Hot Dipped Galvanized Strap __ @EACH RAFTER W/ LENGTH � o- D o Cr with (5)-8d common nails (5) 8d x 1-1/2 NAILS IN RAFTER 12" Min at each stud ,° � (2) 8d x 1-1/2" NAILS IN PLATE Strap may be attached OVER .° (5) 8d x 1-1/2" NAILS IN STUD the plywood r;�!a REFER TO MANUFACTURERS SPECIFICATIONS. CLEAR 1-1/4" METAL j S COIL STRAP 20 _ N s± 1-1/4" Gage W/GALV X 20 GAGE (5) 8d COMMON SIMPSON LPT4 E RAFTER TO RIDGE STRAP METAL COIL STRAP WITH NAILS rr nn at each Joists (5) 8d COMMON NAILS BOTH Provide V with 8 -8D nails WFCM 3.2.5.1 Exception: SIDES. minimum 1' 12 Min in EACH END at W Ridge straps ae not required EACH Stud. TT Existing Floor when collar ties of nominal 2x4 lumber End System located in the upper third of the attic space Distance and attached to each pair of rafters. RAFTER-TO-STUD CONNECTOR & JOIST TO BAND JOIST TO SILL CONNECTION Nail each end of Collar ties in JACK STUDS TO HEADER TIE @ EXISTING CONSTRUCTION accordance with the Nailing schedule. N.T.S. WALL TO WALL STRAP nts Refer to NailingLO Schedule N o W co o O W- z W cA M o a W F- w a 1-1/4" x 20 gage G-185 V� Hot Dipped Galvanized Strap Z with (5)-8d common nails at each stud, wrap under sill and nail to back of each sill. �' Strap may be attached OVER nail in accordance = ti the plywood OR directly to Simpson strong tie Simpson r" MSTCM 60 strap C Studs. W M ' BLOCK SOLID ~ n- >•- at Existing Bldg BETWEEN JOISTS e ° U (n z corners with N ° W 26- 16d in woodo L- T- 14 1/4 x 2-1/4 Titen �— ~ Q > M fasteners in masonry Wrap Under C i2 M or concrete ° �: At Each LU U -0 0 ° o . ' • w.• Floor Joist 12„ m _ ;� CV ry SIMPSON H10S Lo coco • •' 1,• @ EACH DAR � C U ,;•� CANTILIVERED *�� JHlG� F� _.O JOISTS HIP CORNER PLATE CONNECTOR HIP TO RIDGE CONNECTOR SIMPSON -HCP4- SIMPSON HRC22 FLOOR FRAMING STRAPPING k Simspon MSTAM36 Frame to AT CANTILEVER FLOOR JOISTyon Masonry wall strap Tie nts 12 Typical Roof Const. / 0 13'-9" 25'-5" 6'-8 TOP OF PLATE ti �— Z r' O M D t° o O Q CV LO r �. ¢O N ` o W - Z r U) BEDROOM #4 BEDROOM #3 ~ N O z o Typical Typ. blocking W Typ. blocking Floor Const. and sealant TOP OF SUBFLOO a and sealant Flush LVL TOP OF PLATE— _ CO Q �. = CO ti 1/2"PLYWOOD SOFFIT FI h LVL WITH R-30C INSUL N o) O CD p Cn EXISTING �— o w BEDRM # 2 EXISTING BEDRM # 1 AS - BUILT UJ 1 ST FLOOR PLAN r TOP OF SUBFLOOR °' SCALE: 3/16" = 1'-0" Z - - N N W TOP OF FOUNDATION nnn nnn nnn nnn nnnn nnn IMMnnn nnn nnn nnn ­­C0009",nn nnn nnnMUt nnn nn nnn nnn nn nnn nnn ,, n J 4'-0" 6'-0" C EXISTING z w00 BASEMENT CL 00 O C� TYPICAL NEW ROOF CONSTRUCTION 14'-4"t 32'-8"f TOP OF FOOTING Class A Asphalt Roof Shingles w/ — " — fasteners as per WFCM 2001 for one and two family dwellings. Ice & Water barrier as per NYS code section R905. E p TYP.SIMPSON TYP.SIMPSON 'a O SECTION — p (Note: Double between o is required c o = C, CU MSTCM 60 STRAP MSTCM 60 STRAP N ;,.., �� � for Roof slopes between 2 on 12 and 4 on 12) m ° CL Framing As per plans with 1/2" exterior .--------------------------------------------, L �. = rn SCALE: 1/4" = 1 x-011 grade, span rated structural plywood Sheathing, r c L) .o (D a Nail to framing in accordance with RCNYS, WFCM ; ;------ ------------- M ' 2 .Z o .r m Y and Fastener Schedule & Strapping detail sheet(s). EXISTING BILCO ; m a Q) 0 -c L DOOR ; ; ` .N �" c.� 0 3 °? o rno � .� o Ice and Water Shield consisting of TYPICAL NEW SOFFIT CONSTRUCTION. BASEMENT ,� a, _ r- 2-layers of underla ment cemented " ENTRANCE 13'-0"t D ° 2 L ' Y Y 12 overhangs-typical :T" ca � �, :° : _ W ;., together or of a self-adhering 6" Wood fascia & 6" Wood rake boards. $" $" W -ib CUU' c E o 0 polymer modified bitumen sheet, Trim in aluminum or use "azek" or equal •---- --------- =. 0 M o a shall extend from the eave's edge metal drip edge, solid trim CONTINUOUS RIDGE VENT to a point at least 24 inches inside Fully Vented Vinyl Soffits ---- _ RIDGE BOARD the EXTERIOR wall line of the Building. - 2x4 CT @ 16" oc - - — — — — — — — — — - TYPICAL NEW EXTERIOR WALL ' � �---------------------------------------------------------------------------------------------, IN, 2 x 4 and or 2x6 Doug-Fir Wood Studs @ 16" oc. ' Double top Plate and Single Sole Plate. 12 12 1/2 exterior Grade - Span Rated EXISTING BASEMENT 10 Continuous Structural plywood Sheathing. --------------- FOAM ATTIC VENTILATION 10 Fastened per Fastener schedule drawing. CHANNELS.TYPICAL @ ALL EAVES EACH SIDE tyvec House Wrap or equal. Vinyl or Wood Siding as per clients selection NI ; ; ; ; +I TOP OF PLATE n(PonAnnn non installed per manuf specs and RCNYS. o z uplift Strapping installed in accordance with o o 0 = WFCM 2001 manual and drawings. ; ' o - TYPICAL NEW FLOOR CONSTRUCTION N W Q 3/4" Plywood Span Rated Subfloor, oo Existing O o o Glued and Nailed in EXISTING CONCRETE � N Slab on Grade Z co El Li H O 00 accordance with the fastener schedule. BLOCK FOUNATION m o - Floor joists and Bridging as per Code. ON CONC FOOTING W a- Existing •------------------- W CD 6i EXISTING FOUNDATION CONSTRUCTION 2x8 Floor Joists W W ¢ TOP OF SUBFLOOR p , , TOP OF PLATE — L 8" cmu wall on 16" x 8" Concrete Wall Footing. ; ; @ 16" oc ; treated Sill Plate ; INSULATION SCHEDULE ' 9M 99 MHz XM Nu MM n Location R-value Thickness Flat Clg R-30c 8-1/4 o Floor(unheated space) R-30c 8-1/4" rr hh *� TI EXISTING Exist � � V 00 'X M AN Y Dini Room Floor outside air R-30c 8-1 4" ______ __________________________; ----------------------------------------------------------------------- W Exterior 2x6 walls R-19 6-1/4" , + Exterior 2x4 walls R-13 3-1/2" ------------------------------------------- --------------------------------------------------------------------------- All Glazing U = .33 TYP.SIMPSON W cv TOP OF SUBFLOOR Simpson MSTCM 60 STRAP TOP OF FOUNDATION INTERIOR WALL FINISH MSTCM 60 strap Provide 1/2" Gypsum Wall Board on ceilings at Existing Bldg 47'-0" Q; and walls except basement walls & clgs and unless corners with W ° noted. Min 1/2" Moisture Resistant Wall Board on 26- 16d in wood v Ceiling and all walls in Bathrooms (humid areas) 14 1/4 x 2-1/4 Titen H ° n and 5/8" cement board on walls and ceilings sin wet areas. FOUNDATION PLAN •1 M � g fasteners in masonry W ,b c� .n C) X Provide 5/8' Fire Rated gypsum wall Board on walls or concrete SCALE: 1/4" = 1'-0" an ° ao W EXISTING BASEMENT and ceiling located as per code, manufacturers x N requirements and drawings. 0 lei Iw` TOP OF FOOTING - — 4 C. -C q C / ti � -C J 6 SECTION - A ' SCALE: 1/4" = V-011 N�� SECTION 1265.4 SIGN OR SYMBOL STAIR HANDRAIL NOTE: (a)Each new residential structure and each addition to or rehabilitation of an existing residential structure that utilizes truss type construction, GUARD RAIL NOTE: pre-engineered wood construction and/or timber construction shall be identified by a sign or symbol in accordance with the provisions of this Part. Provide Handrail on at least one side (b)The sign or symbol required by this Part shall by affixed to the electric box attached to the exterior of the residential structure;provided,however,that: �- s"DIAMETER --� Porches, balconies or raised floor I �,4 stud corner ffi of each continuous run of treads or flight (1)if axing the sign or symbol to the electric box would obscure any meter on the electric box,or if the I surfaces located more than 30 inches utility providing electric service to the residential structure does not allow the sign or symbol to be affixed to the above the floor orrade below shall with FOUR OR MORE RISERS. electric box,the sign or symbol shall be affixed to the exterior wall of the residential structure at a point p Handrail Height measured above ,,,Simpson HDU5 g Immediately adjacent to the electric box;and R6Fecr,v.RED REFL[CTIVl WHITE with 14-Simpson have a railing not less than 36 inches (2)if no electric box is attached to the exterior of the residential structure or if,in PANTGNC,ryd, p stair tread nosing, shall not be less than the opinion of the authority having jurisdiction,the electric box attached to the exterior of the building Is not located in a place SDS 1/4"x2-1/2" in height. Railings shall have Top rails and 34 inches and not more than 38inches. likely to be seen by firefighters or other first responders responding to afire or other emergency at the residential structure,the wood screws Balusters and Bottom rails that are sign or symbol required by this Part shall be affixed to the exterior of the residential structure in a location approved by the NO MORE THAN 4 INCHES APART. All Handrails shall be continuous the full authority having jurisdiction as a location likely to be seen by firefighters or other first responders responding to a fire or other length of the stair from a point directly emergency at the residential structure. Threaded Rod with Nuts EXCEPT: the traingular openings formed (c)The sign or symbol required by this Part shall be affixed prior to the issuance of a certificate of occupancy or a certificate of compliance. b the riser, tread and bottom rail of the above the top riser of a flight to a point The authority having jurisdiction shall not issue a certificate of occupancy or certificate of compliance until the sign or symbol '. 2 Finger Tight plus 1/2 turn y required by this Part shall have been affixed. 1 directly above the lowest riser of the flight. .. ., with a wrench Guard rail at the open side of a stairway (d)The property owner shall be responsible for maintaining the sign or symbol required by this Part and shall promptly replaceany such t O Handrails adjacent to a wall shall have a sign or symbol that is affixed to an electric box when any change or modification is made to such electric box. The property owner shall promptly replace , are remitted to be of such a size that a ' p the sign or symbol required by this Part if such sign or symbol is removed or becomes damaged,faded,worn or otherwise less conspicuous to firefighters d space of not be less than 1-1/2 inches � _ � Typcial floor system 6 inch sphere cannot pass through. or other first responders responding to a fire or other emergency at the residential structure. The property owner shall keep the area in the vicinity of .a H between the wall and the handrail. the sign or symbol required by this Part clear of all plants,vegetation,and other obstructions that may hide or obscure such sign or symbolor otherwise cause z Open sides of stairs with a total rise of (e) The sign or symbol indicating the utilization of truss type construction,pre-engineered wood construction and/or timber construction shall STROKE Z see NYS code for exceptions. Refer to such sign or symbol to be less conspicuous to firefighters or other first responders responding to a fire or other emergency at the residential structure. 912" O NYS Code for grip size specifications. comply with the requirements of this subdivision. The construction type more than 30 inches above the floor or designation shall be Simpson HDU5 (1)The signor symbol ",","ll","111",-Worw" with 14-Simpson grade below shall have guards not less shall consist of a circle six inches(152.4 mm)in diameter,with a stroke width of 1/2 inch(12.7 mm).The background to Indicate the construction ( , of the sign or symbol shall be reflective white in color.The circle and contents shall be reflective red in color, classt ication of the v than 34 inches in height measured structurounder DESIGNATION FOR STRUCTURAL SDS 1/4"x2-1/2" g R602.8 Fireblocking required. Fireblocking shall be provided to cut off all concealed conforming to Pantone matching system(PMS)4187. section 602 of the BCNYS COMPONENTS THAT ARE OF wood screws vertically from the nosing of the treads. draft openings (both vertical and horizontal) and to form an effective fire barrier (2)The sign or symbol shall be of sturdy,non-fading,weather-resistant material;provided,however,that a sign or symbol applied directly TRUSS TYPE CONSTRUCTION0 to a door or sidelight may be a permanent non-fading sticker or decal. J between stories, and between a top story and the roof space. Fireblocking shall (3)The sign or symbol shall contain an alphabetic construction type designation to indicate the construction type of the residential structure,as follows: f :. ■F" FLOOR cEna'ANG,INCLUDING NG Q be provided in wood-frame construction in the following locations. (i) if the residential structure is subject to the provisions of the RCNYS,the construction type designation shall be"V and . . — (ii)if the residential structure is subject to the provisions of the BCNYS,the construction type "It" ROOF FRAMING TYPICAL TIE DOWN designation shall be"1","II" "III","Iv"or`V to indicate the construction classification of the structure under section 602 of the BCNYS. BUILDING 1. In concealed spaces of stud walls and partitions, including furred spaces and ' 6 FR"FLOOR AND ROOF FRAMING (4)The sign or symbol shall contain an alphabetic location designation to indicate the locations(s) srANOAWSAND CODES --- fy Q BETWEEN 1ST & 2ND FLOOR parallel rows of studs or staggered studs; as follows: containing truss type construction,pre-engineered wood construction and/or timber construction structural components,as follows: O (i)"F"shall mean floor framing,including girders and beams; nts 1.1.Vertically at the ceiling and floor levels. (ii)"R"shall mean roof framing;and (iii)"FR"shall mean floor framing and roof framing. r^ Q (5)The construction type designation shall be placed at the 12 o'clock position of the sign or symbol, co 1.2. Horizontally at intervals not exceeding 10 feet. over the location designation,which shall be placed at the six o'clock position of the sign or symbol n/ 2. At all interconnections between concealed vertical and horizontal 0 LL spaces such as occur at soffits, drop ceilings and cove ceilings. Z FLOOR TO FLOOR HOLDOWNS; 3. In concealed spaces between stair stringers at the top and bottom of the run. CV SIMPSON HDU5 HOLDOWNS WITH Enclosed spaces under stairs shall comply with Section R311.2.2. 0 TYP.HUD5 5/8" ANCHORS. PROVIDE AT ALL 14'-4"± W FLOOR TO 7'-211± 7'-211± BUILDING CORNERS 4. At openings around vents, pipes, ducts, cables and wires at ceiling and D FLOOR floor SEE DETAIL THIS PAGE floor level,with an approved material to resist the free passage of flame 1/2"PLYWOOD SOFFIT W Q — — — 0 -�. — — — — — ,T and products of combustion. O WITH R-30C INSUL--,,,,,, n ` `^ ^ z M 5. For the fireblocking of chimneys and fireplaces, see Section R1003.19. — — — — — — — — I Q� O O I 2-2x8 1 J / I 6. Fireblocking of comices of a two-family dwelling is required at the line ofCD +1 dwelling unit separation. J 14'-0"± 4'-5'/z"± 2-2x12 ' - x I 0 131-911± I 1/2"PLYWOOD SOFFIT X 1 WITH R-30C INSUL I N / _ _ _ z +1 cn L z 20310 —% — a oo O a I U U) VI N - / w I - - - - - - — I C o NZfl Y BEDROOM #3 EXISTING o LI! iIz o XLLJ Q C14O .O o 13'-9 1O a c� C 0 ' a� I BILCO C? 3 in N LL O Cv 'I O Q N ern cn a 0 I oXo DOOR N o d t" rn o' - C -0 N 2x8 Rafters ig 16"oc / I N O 2-2X12 ' P T O a ai -� _ V11 r M N 2x Ceill'n J 6 Iicc 0 a I ; I ' � in 0 � o N a 3 .0 c .� O ' H LL l \ �� U 'a O C L .N a) ) r- 2x4 Collar tie 16" oc I N JCw- •�' I I • � _ _ 2'_,4' ' (2)1-3/4"x 9-1/4"LVL FLUSH 0 0/ 9 — - — - — - to 25'-5" -8 co C 3 �.. c c oCO CD (V Q / 1 POST " ; END BEAM POST J _ V CO "D O M 11 I ,� EXISTING ROOF ; To CONC. +I LVL I H 2 a Q m o Cr c� 4-0 4-0 <C ,�� s I 2x10 FLOOR JOISTS o ` I EXISTING 0 1 �• fic, _ `y i',4 @ 16" oc O � IKITCHEN x2,,, ; M `V I � Q Tin. i tY co — LL - = N � x Do ' +1 XISTING OCD 'I r- M l ' 2X10 Ridge_ — _ _ 2x8 Rafters 16'� c I k N Y N j II c_ N _ „ O POST , T I M ` �` 2x6 G J 16 OG I LVL - _ (2)1-314"x 9-1/4"LVL FLUSH— _ — _ co N M 'I 1 C) s X EXISTING o I % - - -- 5y? ; X N i4 -3/4"x 9-1/4" LVL I - I °x° N � o s N +1 r- - - -_ =-- �I N MUD RM r; N O O STORAGE I N I �\ --- --_ ` 1 , UNDER STAIR 2+_411 JI EXISTING BEDROOM #4 �� o) I .------------------- I— W II I \cc) oo \� I _+ J 3�/z" NEW OAK AND PINE LIVING RM -- - N -------- F_ O EXISTING -� STAIR TO NEW IQ , %\ �\� I ; v SECOND FLOOR W/ LO BEDRM # 2 U III OAK RAILING I 41, Q �+ ----- O en t 1 I O p Q 1�1 C o `Z` �� below I Z U_ u.- m - I'I co ~O I o/ ti,� - 13'-911 `L-t' . ----- I x I o o ------- III '�. z U , ' ' ' [V ' _+1 N P , ,' i %, N Q m cn ; , rn N 1 �. ' , o W W 1 co 2 2X I N 2-2X12 I - X8; l�I LVOL T %% a > Q ' W W 3,_0„ 7,_2„ 3,_a � ,�o — � ----------------------------------------------- 1 0 -- NEWTW2842 � � cn [r U I ' N 3%," 2-2X8 31/2' NJ' N 36X60 FIX GL ROU D TOP _N I N W/ TEMP GLASS , 2-2X4 1 L — — — — — — — — TO REPLACE EXISTING — — — — — 3046-2 — — — — — 'y M 1/2"PLYWOOD SOFFIT WINDOW ' WITH R-30C INSUL 2X4 RR @ 16" OC 2X4 CJ @ 16" OC 7'-211± 7'-2"± 4'-011± 4'-5'/2'± GENERAL EXISTING CONDITIONS NOTE: Plumbing Nolte: 14'-4"± 4X4 2X6 RIDGE ALL PLUMBING SYSTEMS SHALL BE BRACKETS M� ALL EXISTING DIMENSIONS AND CONSTRUCTION INSTALLED IN ACCORDANCE WITH 14-4,1± 8'-51/2"± ,-5/z„± WERE TAKEN FROM;SURVEY,ORIGINAL PLANS, CHAPTERS 25-32 OF THE RCNYS 10 AND FIELD MEASUREMENTS. ALL MEASUREMENTS SHALL BE VERIFIED BY CONTRACTOR PRIOR TO RENOVATION,ORDERING Mechanical Systems MATERIALS AND START OF CONSTRUCTION.CONTRACTOR Y IS RESPONSIBLE FOR FIELD FIT AND FIELD ADJUSTMENTS. THE MECHANICAL-HVAC SYSTEMS a PROPOSED 2ND FLOOR PLAN ARCHITECT DID NOT MEASURE INACCESSIBLE AND SHALL BE DESIGNED AND INSTALLED 1 ST FLOOR PLAN CLOSED AREAS,WHICH REQUIRE THE CONTRACTOR TO OPEN IN ACCORDANCE WITH CHAPTERS1, KEY SCALE: 1/4” = 'I'-0" INACCESSIBLE AREAS AND VERIFY CONSTRUCTION AND NOTIFY 12-24 OF THE RCNYS SCALE: 1/4" = -0„ U ARCHITECT OF CONDITIONS. EXISTING WALLS OWNER TO NOTIFY ARCHITECT OF ANY DISCREPANCIES OF Electrical Note: AREA SCHEDULE AREA SCHEDULE EXISTING CONDITIONS PRIOR TO THE START OF CONSTRUCTION. ALL ELECTRICAL EQUIPMENT NEW WALLS to QD ~” M AND WIRING SHALIL BE INSTALLED NAME AREA _ _ _ _ TO BE REMOVED w b o NAME AREA IN ACCORDANCE 1NVITH CHAPTERS � � 33-42 OF THE RCNYS Existing 1st Floor Area 1095 sq ft. = U 00 ,� Proposed 2nd Floor Area 702 sq ft. C) Smoke Alarms for Renovation Note: ��D ARC a o WINDOWS, FWH, FWG DOORS AS FOLLOWS; When Interior alterations, repairs, additions or C;I HiG iT O Plans indicate ANDERSEN series 400 DH conversions requiring a permit occur, the dwelling model numbers and shall be installed as per shall be provided with smoke alarms located TRIPLE STUD manufacturers specifications for 120 MPH Zone. in accordance with Code Section(R313) Provide HP LOW-E4 glass. for NEW Dwellings. (including basements) FLOOR TO FLOOR r —�f HOLDOWN Use the Plywood panels as detailed on Drawing -1, OR use the ��T �° �° TYP.HDU HOEDOWN FLOOR PLAN VIEW High Impact resistant lass in all windows I, � � SEE ADDITONAL DETAILS ON DWG 2-3 g P gNow ME In and exterior doors with glass. j CONT. RIDGE VENT CONT. RIDGE VENT 12 O 12 '"- 10 Gutters & Leaders 10 ASPHALT SHINGLES Z z as Req'd Typical O TOP OF PLATE ✓ lfl . . . . . , . , 11 L—L ao z f.- Hill, O � 0 TOP OF SUBFLOOR Q L.L.. TOP OF PLATE z U) N W I CO � ^ ` EXISTING W j LL z EXISTING O c) TOP OF SUBFLOOR CU —TOP OF FOUNDATION EXISTING GRADE EXISTING GRADE c � I I I Mn I I I I E L I o W I I I RIGHT ELEVATION I REAR ELEVATION (A � ; C U O C I I I I + I I I S C E• 1 /4" - 1 ' 0" I -a ` SCALE. 1 /4" = 1 -0 I I I I I I I �' �' " I I I I I I I I mc0 'rC TOP OF FOOTING .0 O Cl U t E' — — — — — 11 — — — — — — — — — — — — — — — — — — — — — — — I L) f n Q c +' O O N O 6 .0 4— Z7` O N� C � cn CU C C a+ C to t *_ L v0 -0 22 a C 0 m O or ALIGN RIDGES CONT. RIDGE VENT CONT. RIDGE VENT 12 10 12 10 Gutters & Leaders Gutters & Leader as Req Yp TOP'd Typical OF PLATE as Req'd Typical - to w NEW GABLE ROOF w COVER zo 3'-0" 3'-0" , M 0 O z NEW GABLE ROOF w COVER o TOP OF SUBFLOOR t.1.1 M W - - - - W W U TOP OF PLATE — - - — U) (n 4x4 c Bracket N ~ EXISTING w � UI" 00 ML EXISTING TOP OF SUBFLOOR TOP OF FOUNDATION _ _ — EXISTING DECK rA EXISTING GRADE ' EXISTING GRADE , , ° crj I I I I w I I I I .� M C LEFT ELEVATION I I „ _ , I I + I I FRONT ELEVATION I I w �a SCALE. 1/4" - 1 -011I I I I SCALE: 1 /4" = V-0" I I p N I I I I CIS TOP OF FOOTING I I I I ^ �O Chi C� - - - - - - - �- - - - - - - - - - - - - - - �L - - - - - - - �� -- - - �� - - - - I� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ��� H� vh�.4T 0190i0 yOQ FOF N