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HomeMy WebLinkAbout40005-Z ��.,pSUFFQt'�c�GTown of Southold 2/15/2017 P.O.Box 1179 0 D . V 53095 Main Rd 4,1 Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 38830 Date: 2/15/2017 THIS CERTIFIES that the building RESIDENTIAL ADDITION Location of Property: 255 Woodside Ln, Laurel SCTM#: 473889 Sec/Block/Lot: 127.-9-30 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 7/31/2015 pursuant to which Building Permit No. 40005 dated , 8/13/2015 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: PORCH ADDITION TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR The certificate is issued to Leonardi,William&Leonardi,Mary of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 40005 02-07-2017 PLUMBERS CERTIFICATION DATED ��k d Cho'd Signature o�S eco TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 40005 Date: 8/13/2015 Permission is hereby granted to: Leonardi, William & Leonardi, Mary PO BOX 355 Laurel, NY 11948 To: construct a porch addition to an existing single family dwelling as applied for. At premises located at: 255 Woodside Ln, Laurel SCTM # 473889 Sec/Block/Lot# 127.-9-30 Pursuant to application dated 7/31/2015 and approved by the Building Inspector. To expire on 2/11/2017. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $472.00 CO -ADD $50.00 o 522.00 r Building In for 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 4. Updated Certificate of Occupancy- $50.00 5.---Temporary--Certificate of Occupancy_-Residential$15.00,Commercial_$15.00._ Date. 7-29 1� New Construction: Old or Pre-existing Building: V (check one) Location of Property: q25 wUO IS House No. d ((Street Hamlet Owner or Owners of PropertyAj i�\t vt v�o Y i-5411 �'� !' Suffolk County Tax Map No 1000,Section 127 Block Lot Subdivision Filed Map. Lot: Permit No. 'TUM S Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: Applicant nature OF SOUrg®�. � o Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G Q _roger.richert(a)town.southold.nv.us Southold,NY 11971-0959 COMM BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Leonardi Address: 225 Woodside Lane City: Laurel St: New York Zip: 11948 Building Permit#. 40005 Section: 127 Block: 9 Lot: 30 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Avey Electric Inc. License No: 2069-ME SITE DETAILS Office Use Only Residential X Indoor Basement Service Only Commerical Outdoor X 1st Floor X Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 4 CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches F] Twist Lock Exit Fixtures 11 TVSS Other Equipment: Open Front Porch Roof with 3- Paddle Fans with Switches. Notes: Inspector Signature: Date: February 7, 2017 0-Cert Electrical Compliance Form.xls c �O��OF SO!/Ty�lo yo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION - --, [ FOUNDATION IST [ ] ROUGH PLUMBING [ ] 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: S A;714 . DATE INSPECTOR Of SOUjyo! • � o o�yCOU ,N TOWN,,OF THOLD BUILD G ••DEPT. 765.1802 [ ] FO DATION 1 ST,_ [ ] ROUGH PLUMBING [ ] UNDATION 2ND [ ]_ INSULATION [ FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: E - DATE L INSPECTOR - o�ycoUNi'19c`� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] IRUGH PLBG. FOUNDATION 2ND [ ] ULATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: ef:,,lvat % �l y C C'0v M vu --ren -I- S �' dDV �V�1w►� fiY 1 � �y DATE I INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] Y14ULATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMAR ymyLiI b 04 s DATE INSPECTORIL OF SOOTyOIo �v • o �yComm,��� �v t 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 �� 'b Xn" a 1 ON STATE ENERGY sr WWAUM loin �� , �l M, 41.�� r .r TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the-following,before applying? TOWN HALL oard c�f l;Iealth. SOUTHOLD,NY 11971 :4 ts,of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 ey SoutholdTown.NorthFork.net PERMIT NO. heck - Septic Form N.Y.S.DhC.' ' 1 o 'teess O Application od Permit Examined <:::Zq "20, Single&Separate t S St rm-Water Assessment Form Contact: Approved ,20 11-tem Disapproved a/c r pG7 Phone: Expiration ,20 Buildin ctor JUL 31 5 LIC ON FO BUILDING PERMIT' U � = Date 2- Z®(5 , 20 F Cc ;t�pT INSTRUCTIONS. ' I a. InisapplicationIVIUS1 be completely filled in.by,typewriter,or in ink;andm _ 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 orpublic streets or areas, and waterways. c. The work covered by this application may-not be commenced before issuance of Building Permit. d. Upon approval ofthis application;the`Buil`ding`Irispector will issue a`Building'Permit to'the applicant. Such'a permit' shalI,be kept on the premises.available for inspection throughout the,work. e.No building shall' occupied`&used in wfiole'or iri`pak for'4hy purpose whafso ever until the=Building Inspector' issues a Certificate of Occupancy., f.Every building permit,shall expire if the work,authorized haspot 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 Inspectonindy 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 he in d_escribed.The applicant agrees to comply with all applicable laws, ordinances,building code,housing code;and regu ti s,'and"to admit authorized inspectors on premises and in building for necessary inspections. ' x,. i (Sig6nature o applicant//or__name,if/a corporation) J /- (Mailing•address of applic nt) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder p F Name of owner of premises-- ® ani ' L 2 c;�a ► malp S�=rb'2 =' (As��on the"iax roll` or latest deed) If applicant is a corporation, signature of duly authorized officer " (Name and title of corporate officer) F Builders License No. A2& Plumbers License No. Electricians License No., 2_062'1 — Other ®62 +-Other Trade's License No. i 1. Location of land on which proposed work will be done: L 0�kA House Numbef' Street - Hamlet -;5' ,V Map No. 1000 Section 12-7 Bloch,j'-- :�;/to �i •rte .?]li t�`i An Ul y•�4j{SSi YLS}1�1��h#�r�t#fi q f6 C1W#�Lini€�r,0 Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use4nd occupancy b. Intended use and occupancy ' Nature of work(check which'applicable):New Building Addition ' �Y Alteration Repair Removal,,, Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid ori-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 Ulo"?,3d-110 avxa �s�-v"x 4-011 •7=Z1 8. Dimensions of entire new construction:Front r.1_ , 1, ' ' Rear -`' Depth Height IV—0 Number of Stories 1 � 9. Size of lot: Front Rear : Depth 10. Date of Purchase `Natrie`of fore ier" Owner' 11. Zone'or,use district`in'whi'chrpremises are situated`'`` '' 12. Does ro osed construction ':v o ate an z ni r p pr n i 1 ,y o ng Iaw,.'ordinance or regulation?YES` NO 13. Will'lot be re-graded?,YES., , NO Will excess fill be removed;from=premises?YES NO 14. Names.of Owner:of premises ; ; ,: :Address., .F, f, Phone No., Name.of Architect : ' :,_ •i ' Address. _.;, Phone No Name of Contractor =i ,Addresst°t' `_ ;,. ,•Phone'No.t F 15 a. Is this property`within 100 feetbf;a tidal wetland'or"a;fresliwater'wetland?•*YES ' 'NO ' * IF YES, SOUTHOLD TOWN TRUSTEES &'D.E.C: PERMITS`1VIAY'$EaRE,QUIRED-, b. is this property,4ithin 300 feet of•atidahwetland?'* YES' * IF YES, D.E.C.•PERNIITS'MAY BE•REQUIRED+. SF, 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there-any covenants and-restrictions with respect to this property? * YES NO IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF,4FA0 f k ) W e k IA�n J - .,being,duly,sworn,^deo6ses and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the, V—:::12— (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. Swoo before me this oZ day of; 20 _ Notary Public FRANCES M DEGROOT Signature of Ate°/ Notary Public,State of NewYoik No.01 DE4943084 Qualified in Suffolk County Commission Expires October 17,20 E g Scott A. Mussell ���=vsfF SUPERVISOR � (� � IWAN A(Gi)EAMI ENT SOUTHOLD TOWN HALL-P.O.Box 1179 ) m 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of Southold^ CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: Yes NO (CHECK ALL THAT APPLY) j ® A. Clearing, grubbing, grading or stripping of land which affects more a than 5,000 square feet of ground surface. Ell;d& Excavation or filling involving more than 200 cubic yards of material ❑dwithin any parcel or any contiguous area. C_ Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. dD. Site preparation within 100 feet of wetlands, beach, bluff or coastal ®derosion hazard area. E. Site preparation within the one-hundred-year floodplain as depicted- on FIRM Map of any watercourse. ❑ F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes I - in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter- 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT (Property Owner,Design Professional,Agent Contractor,Other) S.C.T. 00 M. ]Dtnusin Date - a �p ` i r 2 NAME. !!V %1, (Uq'q i 1 JfD 1 Z� Section Block Lot /y, FOR BLilL DENG DEP.!IMNI N'T t"T ONLY , .. Contact Information I�r� (-�7i/ n `J/� lJ// ✓ Reviewed By: — — — — — — — — — — — — — — — — — — V Date: Property Address / Location of Construction Work. IXApproved — — — — — — —*Pern 2'LJO5,Ae for proceabfng B Stormwater Management Control Plan Not Required I&U VA 1`4 `9 ❑ Stormwater Management Control Plan a Required (Forward to Engineering Department for Review) FORM # SMCP-TOS MAY 2014 p�SO(/ly� Town Hall Annex Telephone(631)765-1802 54375 Main Road ax(63 i)70"5 5 2 PO.Box 1179r roger.richert{c"r�town.soutioid ny us S thold,NY 11971-'0'959' AUG 13 2015 I �: BUILDING DEPARTMENT TOWN OF SOUTHOLD I 'APPLICATION FOR ELECTRICAL INSPECTION ' REQUESTED BY- A Date: ; 1corpany Name: VAI IMA- Name: - License No.: �q Address: t, AG�x V kd, Phone No.: �- JOBSITE (NFORMAT10N: (*Indicates reinformation) quired inormaon iiAA � i` ii ) *Name: 1l�' r�licL R.OPXgv�c1 "Address: Z2S �do�S��� Lniti LALit2��l. *Cross Street: *Phone No_: Wk _ `8-A _ I 0 Permit No.: Tax-Map District: - 1000 Section:_ Block: pq Lob 3© *BRILF DESCRIPTION OF WORK(Please Print Clearly) i ���`�,'o�, � y1.e•� ©�-c�.. C Y9.Ss �o -•`� J V`� i c�e�c2./ - � - (Please Circle All That Appiy) ' Is job ready for inspection: YES! O Rough in 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 I . *New Service: Re-connect Underground Number of Meters Change of Service Overhead _ Additional Information: PAYMENT DUE WITH APPLICATION 82=Request for Inspection Form w D FKENIE E), BUILDING DEPT. TOWN OF SOUTHOLD a sM 4 ^,V N O N N O_ BUILDING DEPT. TOWN OF SOUTHOLD s G d C� cry c • i 1 V�1 y N N 0 o C��Cdr IrI�11 BUILDING DEPT. TOWN OF SOUTHOLD Al r b cro N O N Page 2 of 2 D CD BUILDING DEPT. TOWN OF SOUTHOLD 1/30/2017 Page 2 of 2 i� DD JAIN 3 1 2017 D, ING DEPT. SO THOLD 1/30/2017 sow-- AM _— ' •��,� .f s. .. j� ' r1�• ,� v 2*,W� � �.�±�3.�,, .� ^gip TT '�•�7+ �r"r T _"' 41 i r Y � r � � a B TIT iNGs DEPT. TOWN ` , SCrU T7iO Ambb— Ilk .n s f"_.. i . �. :ter Ab Z-14 L' A Yod Vv .moo o / d o d i 3 �9 S g9'l9 lc ' �� Nq" opo d yj,'d o *I If,7d C)� 06 \ o� Ss Ip l yF �96�� -�9 s O \v .� Fm d , �3 ag G0.- O t (( Ji C)` x I NOV 15 19922 I S.C. DEPT. OF HEALTH SERVICES I SURVEY FOR SUFF01 i( COUNTY DEPARTMENT OF WAN SERI I S WILLIAM J. L EO N A R D I 81 MARY I S.A B E L LE LEONARD I SINGLE FAWLY DWELUNG MY LOT 30 'GOLDEN VIEW ESTATES" AUG DATMEP 9 JWKS. REE N8. 22 AT AT LAUREL DATE JAN 221, 1992 The sewage disposal and water supply facilities for this ' location have been inspected by this Department and/or TOWN � SOUTHOLD SCALE I = 50 other nce and fo t sati ry. SUFFOLK COUNTY, NEW YORK NO. 92 - 0066 *UNAUTHORIZED ALTERATION OR ADDITION TO THIS CERTIFIEb N� Chief f Bureau of 4'Jastewater Management SURVEY a A VIOLATION OF SECTION 7209 OF THE WIL L 0(V7�Ffw NEW YORK STATE EDUCATION LAW MA 0 DI 1 *COPIES OF NIS SURVEY NOT BEARING THE LAND K WG 'P SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL R BST ACT Y' NOT BE CONSIDERED TO BE A VALID TRUE COPY *GUARANTEES INDICATED HEREON SHALL RUN ONLY TO 28 G f HEALTH DEPARTMENT-BATA FOR APPROVAL TO CONSTRUCT THE PERSON FOR WHOM THE SURVEY IS PREPARED I AM TL� S ANCE AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERN- C MPA R K * NEAREST WATER MAIN MI.± 14SOURCE OF WATER: PRIVATE_PUBLIC_ MENTAL AGENCY AND LENDING INSTITUTION LISTED N SUFF CO. TAX MAP DIST700O SECTION 127 BLOCK 09 LOT 30 HEREON,AND TO THE ASSIGNEES OF THE LENDING *THERE ARE NO DWELLINGS WITHIN 100 FEET OF THIS PROPERTY INSTITUTION GUARANTEES ARE NOT TRANSFERABLE OTHER THAN THOSE SHOWN HEREON. TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT - �p N THE WATER SUPPLY AND SEWAGE DISPOSAL SYSTEM FOR THIS RESIDENCE OWNERS WILL CONFORM, TO THE STANDARDS OF THE SUFFOLK COUNTY DEPARTMENT *DISTANCES SHOWN HEREON FROM PROPERTY LINESTO EXISTING STRUCTURES ARE FOR A SPECIFIC OF HEALTH SERVICES. PURPOSE AND ARE NOT TO BE USED TO ESTABLISH LAND SU APPLICANT, PROPERTY LINES OR FOR THE ERECTION OF FENCES ADDRESS TEL. YOUNG YOUNG R°ERHE NNEWAORPKE NOTE: ■ = MONUMENT 0 = PIPE 0 = STAKE ALDEN W.YOUNG PROFESSIONAL ENGINEER Ca31--�Z1s23o� SUBDIVISION MAP FILED IN THE OFFICE OF THE CLERK OF , AND LAND SURVEYOR N Y_S LICENSE NO 12845 SUFFOLK COUNTY ON AUG.30,1984 AS FILE NO. 7770 HOWARD W.YOUNG, LAND SURVEYOR THE LOCATION OF WELL(W),SEPTIC TANK(ST)5 CESSPOOLS(CP)SHOWN HEREON ,14 N.Y.S.LICENSE N0.45893 ARE FROM FIELD OBSERVATIONS AND OR DATA 011TAINED FROM OTHERS BRANDIS & SONS INC. 1046 AIR CLIMATIC AND GEOGRAPHIC - DESIGN (CRITERIA TABLE R301.2 (1) NAILING SCHEDULE WOOD FRAME CONSTRUCTION MANUAL 2001 HIGH WIND EDITION CHAPTER 3 PERSCRIPTIVE METHOD J F===T GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD AIR SNOW DESIGN FROST UNE UNDERLAY- JOINT DESCRIPTION NUMBER OF NAILS NAIL SPACING N.Y.S. BUILDING CODE REFERENCES GENERAL NOTES: WEATHERING DEPTH TERMITE DECAY DESIGN MENT FLOOD FREEZING LOAD CATEGORY TEMP REQUIRED HAZARDS INDEX ROOF F R A M I N G6z- vv THE FOLLOWING CODE SECTIONS ARE PROVIDED FOR CONCRETE NOTES: MODERATE TO SLIGHT TO REFERENCE ONLY. THE CONTRACTOR SHALL BE RESPONSIBLE 25 PSF 120 MPH C SEVERE 3 FT. HEAVY MODERATE 11 RAFTER TO TOP PLATE 3 SEC. GUST YES NO 599 3 — 8d per rafter FOR COMPLYING WITH ALL APPLICABLE CODE SECTIONS OF THE ALL FOOTINGS SHALL REST ON SOLID, UNDISTURBED SOIL HAVING A CEILING JOISTS TO TOP PLATE (TOE—NAILED) N/A RESIDENTIAL CODE OF NEW YORK STATE AND ALL LOCAL ORDINANCES. VER per joist CEILING JOIST TO PARALLEL RAFTER (FACE—NAILED) N/A each lap MINIMUM BEARING CAPACITY OF 2000 LBS. PER SQ. FT. DESIGN CRITERIA COLLAR TIETORAFTER (FACEPAR-NAILED)ACE—NAILED) N/A each lap WHERE SLABS ARE,SUPPORTED ON FILL, THE FILL SHALL BE COMPACTED DESIGN LOAD CRITERIA BLOCKING TO RAFTER (TOE—NAILED) 2-8d per tie STAIRS - 8311.5 �- l STAIRS SHALL NOT BE LESS THAN 36 INCHES IN CLEAR IN 8" LIFTS, TO ACHIEVE 98% COMPACTION. BASIC WIND SPEED = 120 MPH RIM BOARD TO RAFTER (END NAILED) 2-16d each end �,/ z Q FLOORS - LIVE LOAD: 40 PSF DEAD LOAD: 10 PSF 0 WIDTH AT ALL POINTS ABOVE THE PERMITTED HANDRAIL INSTALL PREMOLDED "EXPANSION JOINTS AROUND PERIMETER OF SLABS AND GROUND SNOW LOAD = 25 P.S.F. I.L.2 Y HEIGHT AND BELOW THE REQUIRED HEADROOM HEIGHT. AT COLUMN LOCATIONS. JOINT MATERIAL SHALL HAVE INSULATION VALUE FLOORS - LIVE LOAD ( SLEEPING AREAS):30 PSF / DEAD LOAD: 10 PSF P••, o HANDRAILS SHALL NOT PROJECT MORE THAN 4.5 INCHES OF R-5 FOR BUILDING CONSTRUCTION. ROOF - LIVE LOAD: 20 PSF / DEAD LOAD: 10 PSF TERMITE INFESTATION = MODERATE TO HEAVY w ON EITHER SIDE OF THE STAIRWAY AND THE MINIMUM CLEAR GROUND SNOW LOAD = 25 P.S.F. DECAY PROBABILITY = SLIGHT TO MODERATE W A L L F R A M I N G N o WIDTH OF THE STAIRWAY AT AND BELLOW THE HANDRAIL CONCRETE SHALL BE TRANSIT MIXED, CRUSHED STONE AGGREGATE AND ao 0 w HEIGHT, INCLUDING TREADS AND LANDINGS, SHALL NOT BE SHALL DEVELOP-TO MIN. SPECIFIED COMPRESSIVE STRENGTHS 028 DAYS CONCRETE CLASSIFICATION - SEVERE TOP PLATE TO TOP PLATE (FACE-NAILED) 2-16d per foot TOP PLATE AT INTERSECTIONS (FACE-NAILED) 4-16d W AS PER CHAPTER �4 OF THE RESIDENTIAL CODE OF NEW YORK STATE AND joists - each side ''-' �N Z o LESS THAN 31.5 INCHES WHERE A HANDRAIL IS INSTALLED AS LISTED BELOW. MAXIMUM SLUMP SHALL BE 5". ALLOWABLE DEFLECTION OF STRUCTURAL MEMBIERS TABLE 8301.7 EXPOSURE CATEGORY - EXPOSURE B STUD TO STUD (FACE—NAILED) 2-16d 24" o.c. [—� '—� W o=UJ ON ONE SIDE AND 27 INCHES WHERE HANDRAILS ARE RAFTERS: L/180 HEADTER TO HEADRER (FACE=NAILED) 16d 16" o.c. along edges ►-.-1 p� =Q I--v PROVIDED ON BOTH SIDES. MINIMUM SPECIFIED COMPRESSIVE STREGTH - TABLE R402.2 (SEVERE) / BASEMENT WALLS, FOUNDATION WALLS, EXTERIOR WALLS, AND OTHER INTERIOR WALLS AND PARTITIONS: H/180 TOP OR BOTTOM PLATE TO STUD (END-NAILED) 2-16d per 2x4 stud w o cwn TREADS AND RISERS - R311.5.3 VERTICAL CONCRETE WORK EXPOSED TO WEATHER: 3000 PSI FLOORS AND PLASTERED CEILINGS: L/360 3-16d per 2x6 stud z Q�0 w THE MAX. RISER HEIGHT SHALL BE 8-1/4" AND THE MIN. PORCHES, CARPORT SLABS AND STEPS EXPOSED TO WEATHER, ALL OTHER STRUCTURAL MEMBERS: L/240 4-16d per 2x8 stud W p Q 0 a- 04 TREADDEPTH SHALL BE 9". THE RISER HEIGHT SHALL BE AND GARAGE FLOOR SLABS: 3500 PSI (AIR ENTRAINED) EXTERIOR WALLS - WIND LOADS W/ FLEXIBLE FINISHES: L/120 BOTTOM PLATE TO FLOOR JT'S, BAND JT'S, END JT'S 2-16d per foot ,� Q N z m MEASURED VERTICALLY BETWEEN LEADING EDGES OF THE OR BLOCKING (FACE-NAILED) Q c� Z w 5'0 J ADJACENT TREADS. THE TREAD DEPTH SHALL BE MEASURED ALL CONCRETE SHALL BE AIR ENTRAINED. TOTAL AIR CONTENT SHALL NOT BE LEGEND HORIZONTALLY BETWEEN THE VERTICAL PLANES OF THE LESS THAN 5% OR MORE THAN 7%a ^ 1O O 0 0 0 3 FOREMOST PROJECTION OF ADJACENT TREADS AND ATA ABBREVIATIONS F L 0 0 R FRAMING w 7 Z X per., w t�V) �-, w r RIGHT ANGLE TO THE TREADS LEADING EDGE. THE WALKING EXISTING PARTITION TO REMAIN BP BEARING PARTITION JOIST TO SILL, TOP PLATE OR GIRDER (TOE-NAIL) 4-8d per joist O �'+ w �' U Z 0 w SURFACE OF TREADS AND LANDINGS OF A STAIRWAY SHALL STAIRS HANDRAILS &GUARDS CL CLOSET BRIDGING TO JOIST (TOE-NAILED) 2-8d each end a � � � O� m BE SLOPED NO STEEPER THAN ONE UNIT VERTICAL TO BLOCKING TO JOIST (TOE—NAIL) 2-8d each end ( ) NEW PARTITION CO CLEANOUT BLOCKING TO SILL OR TOP PLATE (TOE-NAILED) 3-16d each block w Cn z W 48 UNITS HORIZONTAL 2 PERCENT SLOPE). THE GREATEST CONC CONCRETE LEDGER STRIP TO BEAM (FACE-NAILED) 3-16d each joist RISER HEIGHT WITHIN A FLIGHT OF STAIRS SHALL NOT EXCEED STAIRS SHALL BE CONSTRUCTED AND INSTALLED IN ACCORDANCE WITH SECTION R-311 O a z THE SMALLEST BY MORE THAN 3/8",. THE GREATEST TREAD OF THE RESIDENTIAL CODE OF NEW YORK. _ = EXISTING PARTITION TO BE REMOVED D DRYER JOIST ON LEDGER TO BEAM (TOE—NAILED) 3-8d per joist > c) x Wj 0 0 0- / DW DISH WASHER BAND JOIST TO JOIST (END-NAILED) 3-16d per joist p Z Of UJ> DEPTH WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED HANDRAILS SHALL BE'CONSTRUCTED AND INSTALLED IN ACCORDANCE WITH SECTION R-311 FAI FRESH AIR INTAKE Z, W d U)z a Q THE SMALLEST BY MORE THAN 3/8 .. OF THE RESIDENTIAL! CODE OF NEW YORK. CONC. FOUNDATION WALL LAVATORY BAND JOIST TO SILL OR TOP PLATE (TOE-NAILED 2-16d `� Z v w J L ) per foot [� W , , HANDRAILS - R311.5.6 GUARDS SHALL BE CONSTRUCTED AND INSTALLED IN ACCORDANCE WITH SECTION R-312 DUPLEX OUTLET MS MARBLE SADDLE E" a Q a 0 HANDRAILS SHALL BE PROVIDED ON AT LEAST ONE SIDE OF OF THE RESIDENTIAL CODE OF NEW YORK. NIC NOT IN CONTRACT R 0 0 F SHEATH I N G o I- EACH STAIRWAY WITH TWO OR MORE RISERS. HANDRAIL HEIGHT, �G•F•i• DUPLEX OUTLET W/ NTS NOT TO SCALE Q Q U)Z MEASURED ABOVE THE STAIR TREAD NOSINGS, SHALL BE NOT GROUND FAULT INTERRUPT P/C POURED CONCRETE STRUCTURAL PANELS 8d 6" EDGE / 12' FIELD a/ Q, w w o LESS THAN 34 INCHES AND NOT MOIRE THAN 38 INCHES. ALL $ WALL SWITCH (DIMMER) REF REFRIGERATOR 4" GABLE ENDWALL z>j w REQUIRED HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH ELECTRICALNOTES: R&S ROD & SHELF TABLE 3.8 <Z o OF THE STAIRS FROM A POINT DIRECTLY ABOVE THE TOP RISER $ 3-WAY WALL SWITCH (DIMMER) R.V. ROOF VENT a_> OF A FLIGHT TO A POINT DIRECTLY ,ABOVE THE LOWEST RISER 1. ALL ELECTRICAL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH s PART VIII - CHAPTERS 33 THROUGH 42 OF THE NEW YORK STATE S SINK UJ w OF THE FLIGHT. ENDS SHALL BE RETURNED OR SHALL TERMINATE OVERHEAD LIGHT FIXTURE O F z w IN NEWEL POSTS OR SAFETY TERMINALS. HANDRAILS ADJACENT RESIDENTIAL CODE AND SHALL BE PERFORMED BY LICENSED CONTRACTORS. + T&S TUB & SHOWER TO A WALL SHALL HAVE A SPACE OIF NOT LESS THAN 1-1/2" 2. ELECTRICAL CONTRACTOR SHALL PROVIDE ALL CERTIFICATIONS, CALCULATIONS AND ,�P•c• PULL CHAIN & LIGHT V.I.F. CONTRACTOR TO VERIFY IN FIELD 00 BETWEEN THE WALL AND THE HANDRAIL. AND DOCUMENTATION AS REQUIRED BY THE LOCAL BUILDING DEPT. THAT ALL SYSTEMS WC WATER CLOSET GUARDS - R312 AND EQUIPMENT HAS BEEN INSTALLED IN ACCORDANCE WITH THE CODE. Qs SMOKE DETECTOR WD WOOD PORCHES, BALCONIES OR RAISED FLOOR SURFACES LOCATEDWO WALL OVEN REVISIONS MORE THAN 30" ABOVE THE FLOOR OR GRADE BELOW SHALL ® CARBON MONOXIDE DETECTOR W WASHER HAVE GUARDS NOT LESS THAN 36" IN HEIGHT. OPEN SIDES OF 3. ELECTRICAL WORK SHALL COMPLY WITH PART VIII - ELECTRICAL OF THE N.Y.S. XHCI EXTRA HEAVY CAST IRON STAIRS WITH A TOTAL RISE OF MORE THAN 30" ABOVE THE RESIDENTIAL CODE AND ITS REFERENCED STANDARD NFPA 70-99. �-aFt FLUORESCENT LIGHT FIXTURE FLOOR OR GRADE BELOW SHALL HAVE A GUARD NOT LESS GFCI OUTLETS SHALL BE PROVIDED IN ACCORDANCE WITH SECTION E3802 THAN 34" IN HEIGHT MEASURED VERTICALLY FROM THE NOSING Q HIGH HAT N 00 OF THE TREADS. FRAMING NOTES: TELEPHONE JACK REQUIRED GUARDS ON OPEN SIDES OF STAIRWAYS, RAISED ® 6$og 1 FLOOR AREAS, BALCONIES AND PORCHES SHALL HAVE / INTERMEDIATE RAILS OR ORNAMENTAL CLOSURES THAT DO STRUCTURAL LUMBER SHALL BE DOUGLAS FIR -LARCH N0.2 GRADE WITH CABLE f s rLg�0 NOT ALLOW PASSAGE OF A SPHERE 4" OR MORE IN DIAMETER. MIN. BENDING STRESS OF 850 PSI. SPECIES HAVING KNOTS AFFECTING STRENGTH SHALL NOT BE USED. ALL LUMBER SHALL BEAR GRADING MARKINGS FLOOD LIGHT ROOF COVERINGS - R905 FL ICE PROTECTION - 8905.2.7.1 ALL HEADERS SHALL BE (2) 2X10 UNLESS OTHERWISE NOTED �\� v'>o PROVIDE AN ICE BARRIER CONSISTING OF 2 LAYERS OF UNDERLAYMENT DOUBLE FLOOR JOISTS UNDER ALL PARALLEL PARTITIONS AND AROUND HOSE FROST FREE HOSE BIBB \v else CEMENTED TOGETHER OR SELF-ADHERING POLYMER MODIFIED ALL OPENINGS. \' BITUMEN SHEET IN LIEU OF NORMAL UNDERLAYMENT AND EXTEND FROM � � 0 THE EAVE'S EDGE TO A POINT A LEAST 24" INSIDE THE EXTERIOR PROVIDE FIRE�-BLOCKING, BRIDGING, AND BRACING AS REQUIRED BY CODE. WALL LINE OF THE BUILDING. WOOD FRAMING,CONNECTORS SHALL BE AS MANUFACTURED BY SIMPSON \OQ�S\O D�6o STRONG-TIE CO., INC. CAT. NO. AS INDICATED ON DRAWINGS GENERAL NOTES: LAMINATED VENEER LUMBER (LVL) SHALL HAVE A MIN. BENDING STRESS '\ / ---. , 1 ALL WORK SHALL CONFORM TO THE 2010 RESIDENTIAL CODE OF OF Fb 2850 PSI AS MANUFACTURED BY GEORGIA PACIFIC. o- NEW YORK STATE, THE N.Y.S. ENERGY CONSERVATION CONSTRUCTION CODE, AND ALL LOCAL CODES AND ORDINANCES. WOOD IN CONTACT W/ CONCRETE, GRADE AND DECK LUMBER INCLUDING GIRDERS, POSTS, JOISTS, CONSTRUCTION SHALL CONFORM W/ THE AMERICAN FOREST & PAPER ASSOC. RAILS AND DECKING SHALL BE 0.40 pcf ACID TREATED LUMBER. LUMBER TO BEAR QUALITY MARK OF (AF&PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE & TWO FAMILY APPROVED TESTING AGENCY IN ACCORDANCE WITH SEC. R320.1 OF THE BUILDING CODE caO APP1'12T-D f S !`m�Q_d ED Z r_1 DWELLINGS. 2001 HIGH WIND EDITION (CHAPTER 3 - PERSCRIPTIVE METHOD) ALL FASTENER SYSTEMS SHALL BE HOT-DIP GALVANIZED AND / OR STAINLESS STEEL. w FLASHING SHALL .BE COPPER-TEX \ : /� 1 O ELECTRICAL WORK SHALL COMPLY WITH PART VIII - ELECTRICAL OF THE N.Y.S. �� ram STM MDR Wr IRAM 01 DATE: B.P. RESIDENTIAL CODE. i9 Gt NOTCHING AND BORING o `L -, FEE:. 1 PROPOSED ONE STORY ✓ •�' �- RESmMm ALL CONTRACTORS SHALL PROVIDE ALIL CERTIFICATIONS, CALCULATIONS AND RAFTERS - NOTCHES IN THE TOP OR BOTTOM EDGE OF SOLID-SAWN RAFTERS SHALL NOT BE COVERED PORCH a`' ` NOTt`FY `BUILDING C,LGA TI�11r_ AT AND DOCUMENTATION AS REQUIRED BY THE LOCAL BUILDING DEPT. THAT ALL CUT IN THE MIDDLE ONE-THIRD OF THE RAFTER SPAN. NOTCHES IN THE OUTER THIRDS OF � e � ° e 765-1802 8 AM TO 4 PM FOR THE SYSTEMS AND EQUIPMENT HAS BEEN INSTALLED IN ACCORDANCE WITH THE CODE. THE SPAN SHALL NOT EXCEED ONE-SIXTH OF THE RAFTER DEPTH. WHERE NOTCHES ARE 3�• m• MADE AT SUPPORTS, THEY SHALL NOT EXCEED ONE-FOURTH OF THE RAFTER DEPTH. HOLES d 2°• REST'° e3 m� FOLLOWING INSPECTIONS: CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND CONDITIONS ARE LIMITED IN DIAMETER TO ONE-THIRD THE RAFTER DEPTH AND THE EDGE OF THE HOLE ee 3ey �61C� �� 1. FOUNDATION - TVVC REQUIRED AT THE JOB SITE AND SHALL ADVISE ARCHITECT IN WRITING OF ANY SHALL NOT BE CLOSER THAN 2 INCHES TO THE TOP OR BOTTOM EDGES. '° FOR POURED CONCRETE T� DISCREPANCIES PRIOR TO START OF 'WORK. o �• �• 2. ROUGH - FRAMIING & PLUMBING O V1 LOAD BEARING WALLS (INTERIOR & EXTERIOR) - NOTCHES IN EITHER EDGE OF STUDS SHALL 5.58. e° 3. INSULATION ARCHITECT HAS NOT BEEN RETAINED FOR NOR IS RESPONSIBLE FOR NOT BE LOCATED IN THE MIDDLE ONE-THIRD OF THE STUD LENGTH. NOTCHES IN THE OUTER �o k 1 ' 4. FINAL - CONSTRUCTION MUST Q� JOB SUPERVISION OR INSPECTION OF WORK. THIRDS OF THE STUD LENGTH SHALL NOT EXCEED 25% OF THE STUD DEPTH. BORED HOLES " 30 401 BE COMPLETE FOR C.O. p ^ W SHALL NOT EXCEED 40% OF THE STUD DEPTH AND SHALL NOT BE CLOSER THAN 5/8 IN. TO THE EDGE. NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAME CROSS-SECTION. �� `L ALL CONSTRUCTION SHALL MEET THE THESE DRAWINGS SHALL NOT BE USED FOR CONSTRUCTION 0'0, \ �� V. REQUIREMENTS OF THE CODES OF NEW UNLESS SIGNED AND SEALED BY THIS ARCHITECT. CHANGES, FLOOR JOISTS - NOTCHES IN THE TOP OR BOTTOM EDGE OF SOLID-SAWN JOISTS SHALL NOT BE YORK STATE, NOT RESPONSIBLE FOR a ALTERATIONS, REVISIONS OR REUSE OF THESE DRAWINGS CUT IN THE MIDDLE ONE-THIRD OF THE JOIST SPAN. NOTCHES IN THE OUTER THIRD OF DESIGN OR CONSTRUCTION ERRORS. C) w WITHOUT THE WRITTEN APPROVAL OF THIS ARCHITECT, -• �; THE SPAN SHALL NOT EXCEED ONE-SIXTH OF THE JOIST DEPTH. WHERE NOTCHES ARE U Q w VOIDS SIGNATURE AND SEAL OF SAME. MADE AT SUPPORTS, THEY SHALL NOT EXCEED ONE-FOURTH OF THE JOIST DEPTH. HOLES � WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS ARE LIMITED IN DIAMETER TO ONE-THIRD THE JOIST DEPTH AND THE EDGE OF THE HOLE `30 9`3`� OGCUP. � CY Q Q Z SHALL NOT BE CLOSER THAN 2 INCHES TO THE TOP OR BOTTOM EDGES OF THE JOIST. �o �p� C U O LARGER SCALE DETAILS SHALL TAKE PRECEDENCE OVER �X SMALLER SCALE DRAWINGS. JOISTS SHALL BEAR DIRECTLY ON BEAMS, GIRDERS, LEDGERS OR LOADBEARING WALLS USE IS UNLAWFUL o o OR BE SUPPORTED BY HANGERS OR FRAMING ANCHORS. JOIST BEARING SHALL NOT BE A� p••+ �,'� CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING LESS THAN 1-1/2 INCHES ON WOOD OR METAL OR 3 NICHES ON MASONRY. BEAMS WITHOUT CERTIFICATE O W AND PROTECTING ALL WORK DURING (CONSTRUCTION AGAINST AND GIRDERS SHALL BEAR ON LOADBEARING WALLS, PILES, OR CONCRETE OR MASONRY DAMAGE, BREAKAGE, COLLAPES, DISTORTION AND MISALIGNMENT FOUNDATIONS. �� ��jCUPAi C i Q-+ N ACCORDING TO THE APPLICABLE CODES, STANDARDS AND GOOD PRACTICE. RESTRAINT AGAINST TWISTING SHALL BE PROVIDED AT THE END OF EACH JOIST BY CONTRACTOR SHALL PROVIDE AND INSTALL ALL NECESSARY AND FASTENING TO RIM BAND JOIST HEADRER OR OTHER MEMBER OR BY USING FULL- ` µ OF �S REQUIRED FLASHING AND CAULKING FOR A COMPLETELY WATERPROOF HEIGHT BLOCKING BETWEEN FLOOR JOISTS ENDS. FASTENERS FOR END RESTRAINT CPs F'v. k. .` JOB IN ACCORDANCE WITH PROPER STANDARDS OF GOOD WORKMANSHIP. SHALL BE PROVIDED IN ACCORDANCE WITH TABLE 3.1 (NAILING SCHEDULE) p NEV". ''`% ; i 1'', ; _ & TOWN CODES FLASHING SHALL COMPLY WITH SECT. 703.8, 903 &R905.2.8. BRIDGING - WHERE THE NOMINAL DEPTH-TO-THICKNESS RATIO OF A JOIST �� '' �' AS R!`C--JIREG N WINDOW FLASHING SHALL CONFORM WITH ASTM E2112 STANDARDS. EXCEEDS 6, BRIDGING SHALL BE INSTALLED BETWEEN JOISTS AT 8 FOOT INTERVALS. Dc� "'�F CONTRACTOR SHALL PATCH ALL DAMAGED AND DISTURBED SURFACES BRIDGING SHALL BE CROSS BRACES OF NOMINAL 1X3 LUMBER OR SOLID 2X LUMBER ° �'� SOJTHID'IO',",%ZZA AND SHALL BE FASTENED IN ACCORDANCE WITH THE NAILING SCHEDULE. SHEET TITLE TO MATCH EXISTING ADJACENT SURFACES. h -- a S0 ' r,I . , , h,�OARD CONTRACTOR SHALL ASCERTAIN STRUCTURAL INTEGRITY OF ALL EXISTING LUMBER SHALL BE LOCATED DIRECTLY OVER STUDS WHEN USED IN CANTILEVER CD CONDITIONS PRIOR TO PLACING ADDITIONAL LOADS ON SAME. CONDITIONS SUPPORTING LOADBEARING WALLS. e_�__ -m a.� 4v _ S NOTES, SCHEDULES & TRIMMERS AND HEADERS SHALL BE DOUBLED WHEN THE HEADER SPAN EXCEEDS 4 FEET. HEADERS MORE THAN 6 FEET IN LENGTH SHALL BE SUPPORTED BY PLOT PLAN JOIST HANGERS OR FRAMING ANCHORS UNLESS THEY BEAR ON A PARTITION, BEAM, OR WALL. TAIL JOISTS WHICH EXCEED 12 FEET IN LENGTH SHALL BE SUPPORTED PLOT PLAN ON FRAMING ANCHORS OR ON LEDGER STRIPS NOT LESS THAN NOMINAL 2X2 INCHES. ME� � a � NAILING REQUIREMENTS SHALL BE AS PER NAILING SCHEDULE. CORNERS - A MINIMUM OF FOUR STUDS SHALL BE PROVIDED AT EACH CORNER „ , IN AN EXTERIOR WALL. SCALE: 1 "=30' COUNTY OF SUFFOLK TAX MAP: DISTRICT 1000 SECTION 127 BLOCK 09 LOTS 30 RETAIN STORT�4 WATER RUNOFF PURSUANT TO CHDE ER 236 OF THE TOWN CO CONTRACTOR TO CALL FOR UTILITY A , DATE: V AN >F ��, JULY 20, 2015 MARKOUT BEFORE DIGGING �� � : PROJECT N0. 1523 001,7 SHEET NO. OF 1 OF 3 FAMILY RM. DINETEE KITCHEN %Ul GARAGE V Q 13'-0" • o~ BASEMENT 2'-5" 7'-2" 3'-5" 13 A j O j Y MUD ROOM LIVING RM. N F-w O ][BATH �T \' � w-0 DINING RM. FOYER �Tv O O W a O_wH 2x10 ACQ LEDGER BOARD, TYP. A — EXISTING FOUNDATION WALL rn ~~ SEE DECK LEDGER DETAIL THIS DRAWING '� ~a U � E-+ www —� HOUSE FND. WALL w <~ojo U z QQoa Z o r�w N � N FND. WALL <w Z w m f7 of M J N REMOVE FRONT ENTRANCE STEPS AND ROOF �% w O=0 3- F-) �p FN- 1 ABOVE IN ITS ENTITY FOR NEW COVERED PORCH Z vwi N I d (nQwz - I I (2) 2„X10" ACQ N o GIRDERS, TYP. EXISTING FIRST FLOOR REMOVAL PLAN 1.4 w o �(3 o Z LLJ (3 O! o SCALE: 1 /4oz � Q (2) 2"x10" ACQ GIRDERS, TYP. ® O Q{ ti Zuz ® W/ SIMPSON CCQM BEAM BASE I BOTTOM OF <<<O I cow�NQ in � x ON A 12" DIA. x 3'-0" MIN. I `" EXISTING WINDOW ARCHITECTURAL ROOF SHINGLES Q Q 0 w J - TO MATCH EXISTING, TYP. �..I (nw m W N CONC. FTG., TYP. ` / � 12 ICE SHETLD - ENTIRE ROOF � Z�v (2) 2"x10" ACQ iIn T- ---]1z2.5-F 1/2" PLYWOOD SHEATING a a o GIRDERS, TYP. EXIST. SECOND FL. 2x8 RAFTERS ® 16" O.C., TYP. j w>w �- LINE OF PORCH ABOVE SEE DETAIL 'T' w o`w „ mZm ON DRAWING A3 ►-� ~o 0 A Q 6 AZEK FASCIA 1/2"x5-1/2" AZEK BOARD, TYP. 7Z BEADBOARD, TYP. 2) 2x10 HEADER W/ REVISIONS L` z I AZEK TRIM TO COVER Ld 1'-O" L� +% - PERMASHIELD CAST COLUMN 9'-2" g'-2" g0-1„ 9•-1» $„ 2,-5„ 3'-7» 3'-7" 3'-5" o I TAPPERED 8" TO 6", TYP. D SEE LEDGER BOARD DETAIL O= 38'-2" 13'—O" THIS DRAWING O DECKING AS SELECTED /2„ BY OWNER EXIST. FIN. FIRST FL. DROP 1/2" ATR DIA. ROD FOUNDATION PLAN 2x8 ACQ DECK JOISTS GRADE SCALE: 1 /4" = V-0" EXIST. FOUNDATION WALL O I M (2) 2"x10" ACQ GIRDERS, TYP. W/ 'SIMPSON' CCQM BEAM BASE 12" DIA. x 3'-0" MIN. CONC. FTG., TYP. LIVING RM. SECTION A - A MUD )-o)SCALE: 1 /4"= l o ��W ROOM UP 14'-0" V DINING RM. FOYER u 2'-0" 8'-0" 4'-0" HOUSE COVERED PORCH BP BEARING PLATE & NUT Q z W SIDING (2) 2x10 ACQ HEADER, EXIST. BOX BEAM CONTINUOUS EXIST. FLOOR JOIST FLASHING A — — — — DROP DECK 7-1/2" I I Q w rl o FROM FINISHED FL. Z F--I W P W.P. \ \ILO DECKING AS SELECTED PERMASHIELD CAST COLUMN W 0 G.F.I. DROPPED G.F.I. - ►1 >••+ 3/4" x 5-1/2" SEE SEC. A-A I \ °0 / SIMPSON SDWH SCREWS BY OWNER TAPPERED 8" To s", TYP. O w I (2) 2x8 HDR'S I \ x ® / X 3-1/2" ANG 2x8 ACQ DECK JOIST U Q W N „ 1/2" ATR DIA. ROD ci DECKING AS SELECTED 0 — U) 3/4" x 5-1/2" / I 1 2" LAG BOLT 16 O.C., TYP. Q Q Z co in cr-BY OWNER cn o of \\ / T2x10 ACQ DECK LEDGER CNW COUPLER NUT N F- I / I \a I DECKING AS SELECTED / o EXIST. CONC. (IF REQUIRED) O 0 ® O Q a O BY 0 NER FOUNDATION WALL PEEL AND STICK oI I H � O H � '� � H � � " ( � � of _I MEMBRANE BITUMINOUS FLASHING p� O N �- � i � � WI � � I � \ -00 10 w O O CV N'r o N O O \ I 6" MIN. 8" MIN. DECKING TO MATCH N C'4 I ry / I \ �� I v _ _ I \ \ END DISTANCE BETWEEN EXIST. REAR DECK `V a 00 cP 2 2"x10" ACQ HDR. (CONT.), TYP. I / cv I \ I PVC RAILINGS PER CODE / / o \ \ 5/8" MIN � ,-�eD61" MIN. ( ) ( ) . EDG DISTANCE COLOR PER OWNERS REQUEST I / -I STAGGERED •• •• (2) 2x8 ACQ BLOCKING, TYP./ 00 c0 \ 4" MIN. BETWEEN • • NON-STAGGERED X @ / O ROWS 12%.96N \ I 5/8" MIN. ROWS EN STAGGERED N PERMASHIELD CAST COLUMN'S / SHEET TITLE A TAPPERED 8" TO 6", TYP. 6" FROM END ON-CENTER SPACING / OF LEDGER OF SDWS WOOD SCREWS / BP BEARING PLATE & NUT FLOOR PLANS & ,-1 2" MIN. •_ DETAILS FROM TOP OF 7 -$» 7 -8 7 -1 7 4 7 -4 6 f0 °� f° ' " " 1 LEDGER BAND 3" MIN. ROW SPACING SIMPSON HOLLOW COLUMN UPLIFT 7 - & 15'-3" 8'-2" 14'-9" 2'-0" 8'-0" 4'-0" <0 JOIST • 38 -2 14F-O" -1{2" MIN. FROM OLEDGER CONNECTION ROD CONFIGURATION 52)-291 & BAND JOIST LEDGER FASTER SPACING MAY BE OFFETG UP TO 3" TO INTERFERENCE WITH JOISTOID ATTACHMENT NOT TO SCALE FIRST FLOOR PLAN SDWS SCREW SCALE: 1 /4" = V-0" SPACING DETAIL �D Re , CONTRACTOR TO CALL FOR UTILITY ��� A , ��, DATE: JULY 20, 2015 MARKOUT BEFORE DIGGING DECK LEDGER DETAIL . ;gip PROJECT NO. • �� 1523 SCALE: 3/4 = 1 '-0, -0' -1 O 01 2 '�� SHEET NO. OF OF SE� 2 OF 3 6Z- VV ROOF MASTER BEDROOM 1 BELOW w BEDROOM 3 BEDROOM 2 u ~ EXIST. ARCHITECTURAL ROOF SHINGLES o Z~ L, _v� 9� U>Y W N W o EXIST. SIDING 6" AZEK TRIM, TYP. w ix U)z aoLy wI x ~Lww Ofhw-UO 8" AZEK TRIM, TYP. ARCHITECTURAL ROOF SHINGLES aa aw�m TO MATCH EXISTING, TYP. Q M z w F o-1 FOR ALL WINDOWS n W w Q U=�� FLASHING, TYP. I NOTE: ICE SHIELD ENTIRE ROOF, TYP. a/ � w aw�N)cn O �awz w w�Ug I p oc ?oz cn zaF=&� ROOF OVER ARCHITECTURAL ROOF SHINGLES I ROOF BELOW ROOF BELOW ( > x W-1 u Z 12 TO MATCH EXISTING TYP. 6" AZEK FASCIA BOARD, TYP. + I Z � ��� d z=Q n 6-� NOTE: ICE SHIELD ENTIRE ROOF, TYP. I � � W � -0 ►� Qa<U (2) 2x10 HEADER I r Q W o z a U EXIST. EXIST. AZEK TRIM TO COVER I LINE OF PORCH BELOW LINE OF PORCH BELOW �'`� z>�o SIDING SIDING HAND RAILINGS & — — — / �;