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HomeMy WebLinkAbout39075-Z,fpt Town of Southold 2/4/2015 P.O. Box 1179 _� g►1 , 53095 Main Rd Southold, New York 11971 631-765-1981 CERTIFICATE OF OCCUPANCY No: 37415 Date: 2/4/2015 THIS CERTIFIES that the building ACCESSORY ALTERATION Location of Property: 1220 Pine Tree Rd, Cutchogue, SCTM #: 473889 Sec/Block/Lot: 98.-1-23.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 7/21/2014 pursuant to which Building Permit No. 39075 dated 7/31/2014 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: "AS BUILT" NON -HABITABLE UNHEATED SECOND STORY ADDITON AND DECK TO AN EXISTING ACCESSORY GARAGE AS APPLIED FOR The certificate is issued to Sirico, Michael & Reid, Vera (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED 39075 01-07-2015 Permit #: 39075 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) Permission is hereby granted to: SABR Mortgage Loan 2008 & 1 REO Subsidiary -1 LLC C/O OCWEN Loan Servicing 1661 Worthington Rd Ste 100 West Palm Beach, FL 334096493 Date: 7/31/2014 To: construct an unheated nonhabitable second floor addition to an existing accessory garage "as built" At premises located at: 1220 Pine Tree Rd. Cutch SCTM # 473889 Sec/Block/Lot # 98.-1-23.1 Pursuant to application dated To expire on 1/30/2016. Fees: 7/21/2014 and approved by the Building Inspector. CO - ACCESSORY BUILDING AS BUILT - ACCESSORY Total: Building Inspector $50.00 $586.40 $636.40 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. O -t,[ a,, h I � ,-t New Construction: Old or Pre-existing Building: )rr (check one) Location of Property: a'a V R n -R A4,ee_ (k& Com ` 0A kf-> House No. a", f Street Hamlet Owner or Owners of Property: (`n i eX Suffolk County Tax Map No 1000, Section °1 Block Lot ;L,3 Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ Applicant Si n ture Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 OF SO!/r�o� NV BUILDING DEPARTMENT TOWN OF SOUTHOLD Telephone (631) 765-1802 Fax (631) 765-9502 roger.richert(a)_town.southold.ny.us CERTIFICATE OF ELECTRICIAI rnMPI IOAIrF SITE LOCATION Issued To: Mike Sirico Address: 1220 Pine Tree Rd City: Cutchogue St: NY Zip: 11935 Building Permit #: 0 �� 4' 39075 Section: 9$ Block: 1 Lot: 23.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: East County Electric License No: 1005-e SITE DETAIL5 Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor Pool New Renovation X 2nd Floor Hot Tub Addition Survey Attic Garage X Service 1 ph 200a Heat Duplec Recpt 1 Ceiling Fixtures 1 HID Fixtures Service 3 ph Hot Water GFCI Recpt 2 Wall Fixtures 4 Smoke Detectors Main Panel 200a A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel 1-10 A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt EmerFixture Time Clocks Disconnect 200a Switches 5 Twist Lock Hgency Exit Fixtures TVSS Other Equipment: 2 -STORY GARAGE, 200a underground service Notes: Inspector Signature: — Date: Jan 7 2015 81 -Cert Electrical Compliance Form.xls TOWN OF SOUTHOLD BUILDING DEPT. 76S-1802 INSPECTION [ ] FOUNDATION IST [ [ ] FOUNDATION 2ND [ [ ] FRAMING / STRAPPING [ [ ] FIREPLACE A CHIMNEY [ [ ] RRE RESISTANT CONSTRUCTION [ [ ] ELECTRICAL (ROUGH) [ [ ] CODE VIOLATION [ REMARKS: 390 7s' DATE l �' ] ROUGH PLUMBING ] INSULATION ] FINAL ] FIRE SAFETY INSPECTION ] FIRE RESISTANT PENETRATION ] ELECTRICAL (FINAL) ] CAULKING INSPECTOR NJ FIELD INSPECTION REPORT DATE COIvIl12ENTS FOUNDATION (1ST) FOUNDATION (2ND) n • z 0 ROUGH FRANWO & y PLUMBING tai INSULATION PER N. Y. STATE ENERGY CODE �. FINAL AMMONWCOMSMS F TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 So utholdTown.NorthFork.net Examined '71/3i , 204�__ Approved 20 Disapproved a/c Expiration (, 20_L� BUILDING PERMIT APPLICATION CHECKLIST PERMIT NO. 310 -75 1 q j JUL 21 2014 TO',^iN Or" :rUTiIOLD r Building Inspector Do you have or need the following, before applying? Board of Health 4 sets of Building Plans Planning Board approval Survey Check Septic Form N.Y.S.D.E.C. Trustees C.O. Application Flood Permit Single & Separate Storm -Water Assessment Form Mail to: Phone: ff1t _ (J 3 APPLICATION FOR BUILDING PERMIT Date J k , 20 1''� 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 of ap cant or name, if a corporation) (Mailing address of applicant) State whether applicant owner lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Q&jy\Ql- Name of owner of premises i CNA &A (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. _ Electricians License NO. Other Trade's License No. 1. Location of land on wlAch proposed work will be done: House Number Street County Tax Map No. 1000 Section Block 0 q v�-2► Hamlet Lot Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy e b. Intended use and occupancy 3. Nature of work (check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work &11+ 4. Estimated Cost J oZ Fee (Description) t (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars g ; jk 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front X 1 Rear ;k ►� ti ?,/�� Depth a.3 r Et 3/ 0 Height �o' i yy " Number of Stories �T 7 Dimensions of same structure with alterations or additions: Front Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front '10 J 44 Rear 'X U 0 + }" Depth ^11 s -ci 10. Date of Purchase 4, ► S I 'A Name of Former Owner 11. Zone or use district in which premises are situated � y t) Rear 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NOIlk 13. Will lot be re -graded? YES NO ')� Will excess fill be removed from premises? YES NO� 14. Names of Owner of premises SW't�ddress t'k'Xu Pj A4- 'fce T hone No Name of Architect Address Phone No Name of Contractor Address Phone No. 631- 6,1-4403 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 MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO L% * 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 %X * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OFaA� Q PA �CtAo­ AJ S i of C -y being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the c! w h t it" (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 day of -3 ul�j 20LL�__ Public --Eve L. GA1Z-SCHW Signatut f Applicant NOTARY PUBLIC, STATE OF NEW YORK Registration No. OIGA6274028 Qualified in Suffolk County Commission Expires Dec. 24, 2016 Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 January 23, 2015 Michael Sirico 1220 Pinetree Rd Cutchogue, NY 11935 BUILDING DEPARTMENT TOWN OF SOUTHOLD TO WHOM IT MAY CONCERN: Telephone (631) 765-1802 Fax (631)765-9502 The Following Items (if Checked) Are Needed To Complete Your Certificate of Occupancy: "NOTE: Need architect's letter as previously requested for the accessory garage Application for Certificate of Occupancy. (Enclosed) ✓ Electrical Underwriters Certificate. — 38989 for service change on house A fee of $50.00. Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees # 765-1892) Final Planning Board Approval. (Planning # 765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT — 38989 Windows/Electric Service and 39075 Accessory Alteration Feb -02-2015 10:57am From-NEMSCHICK SILVERMAN ARCHITECTS February 2, 2015 Southold Building Department Southold Town 54375 Main Road P.O. Box 1179 Southold, New York 11971 Re: Sirico Garage Addition 1220 Pine Tree Road, Cutchogue, NY 11935 SCTM! 1000-99-01-23.1 To whom it may concern, 6315632139 T-305 P.002/002 F-219 1'. h NEMSCHICK SILVERMAN ARCHITECTS P.C. .. the business of ARCHITECTURE." Please note the afore mentioned project drawings as filed by this office, dated 7/$/14, shall be changed by this letter to state "120 MPH wind impact zone" and the second floor of the garage shall read "Unheated Storage" in its entirety. Please contact our office should you have any questions or require additional information. Thank you. Sincerely, Ray N v Ray Nemschick, AIA Principal 33105 MAIN ROAD • CUTCHOGUE, NEW YORK 11035 9 631 734 7007 telephone • 631 734 7347 facsimile • www.ns-arch.com OE516N LOAD CRITERIA PER 50. FT.: LOCATION LIVE DEAD DEFLECTION FIRST FLOOR 40# 10# L1560 SEG. FLR. 30# 10# L/360 ATTIC 20# 10# L/240 ROOF 30# 15# L/240 ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS PER 2010 RESIDENTIAL CODE OF NEW YORK STATE TABLE R301.1 STRUCTURAL MEMBER ALLOWABLE L = 5PAN LENGTH, H = 5PAN HEIGHT DEFLECTION RAFTERS HAVING SLOPES GREATER THAN PA55ENGER VEHICLE GARAGES 3/12 WITH NO FINISHED CEILING ATTACHED L/180 TO RAFTERS ATTICS WITH LIMITED 5TORA6E INTERIOR AALL5 AND PARTITIONS H/180 FLOORS AND PLASTERED CEILINGS L/360 ALL OTHER 5TRUCTURAL MEMBERS L/240 EXTERIOR AALL5 WITH PLASTER OR H/360 STUCCO FIN15H 16 EXTERIOR AALL5-WIND LOADS WITH L/240 BRITTLE FIN15HE5 24'OL. EXTERIOR AALL5-WIND LOA125 WITH L/120 FLEXIBLE FINISHES 14 MINIMUM UNIFORMLY 015TRIBUTED LIVE LOADS PER 2010 RE-51DENTIAL CODE OF NEW YORK STATE TABLE 8301.5 USE LIVE LOAD EXTERIOR BALGONIE5 60# DECKS 40# PA55ENGER VEHICLE GARAGES 50# ATTICS WITHOUT 5TORAGE 10# ATTICS WITH LIMITED 5TORA6E 20# ROOMS OTHER THAN SLEEPING ROOMS 40# SLEEPING ROOMS 30# STAIRS 40# GUARDRAILS AND HANORAIL5 200# MINIMUM ROOF LIVE LOADS IN POUND5-FORGE PER SQUARE FOOT OF HORIZONTAL PROJECTION PER 2010 RE51DENTIAL CODE OF NEW YORK STATE TABLE 8301.6 NUMBER OF BOX NAILS TRIBUTARY LOADED ROOF FRAM I N6, AREA IN SQUARE FEET FOR CEILING JO15T TO TOP PLATE ( TOE -NAILED) (5EE TA3EE 3.4 A) (SM TABLE 5.4A) PER J015T ANY' STRUCTURAL MEMBER ROOF SLOPE TYPE 0 TO 201 TO OVER TOP PLATE TO TOP PLATE ( FACE -NAILED) < 4 FOOT 200 600 600 FLAT OR R15E LE55 THAN 4' PER FT. 20 16 12 (1: 3) 2-I6d 24'OL. 2-1/2" #8 R15E 4" PER FT. (1:3) TO LESS 16 14 12 THAN 12 " PER FT. (1:1) 2-I6d 3-I6d 4-16d PER 2 X 4 5TUD PER 2 X 6 STUD PER 2 X 8 STUD A THI5 TABLE 15 BA5ED ON 130 MPH WIND SPEEDS AND A 33 -FOOT MEAN ROOF HE16HT. R15E 12" PER FT. (1:1) AND 12 12 12 GREATER 5RID6IN6 TO JOIST ( TOE -NAILED) 2-8d 2_10d EACH END BLOCKIN6 TO J015T ( TOE -NAILED) 2-8d 2-10d EACH END BLOCKING TO SILL OR TOP PLATE ( TOE -NAILED) 3-I6d 4-Ibd EACH BLOCK WIND-BORNE DEBRIS PROTECTION FASTENING 50HEOULE FOR WOOD STRUCTURAL PANELS PER 2010 RE-51DENTIAL CODE OF NEW YORK 5TATE TABLE R301.2.12 NUMBER OF BOX NAILS FASTENER SPACING ROOF FRAM I N6, FASTENER CEILING JO15T TO TOP PLATE ( TOE -NAILED) (5EE TA3EE 3.4 A) (SM TABLE 5.4A) PER J015T 4 FOOT 6 FOOT TYPE PANEL SPAN < PANEL SPAN < PANEL SPAN TOP PLATE TO TOP PLATE ( FACE -NAILED) < 4 FOOT < 6 FOOT < 8 FOOT 2-1/2" #6 16" 12" q" WOOD 50REA5 2-I6d 2-I6d 24'OL. 2-1/2" #8 16" 16" 12" AOOD 561REA5 2-I6d 3-I6d 4-I6d 2-I6d 3-I6d 4-16d PER 2 X 4 5TUD PER 2 X 6 STUD PER 2 X 8 STUD A THI5 TABLE 15 BA5ED ON 130 MPH WIND SPEEDS AND A 33 -FOOT MEAN ROOF HE16HT. FASTENERS 5HALL 13E INSTALLED OPPO51NG ENDS OF THE WOOD 5TRUCTURAL PANEL. B. HA C,NAIL5 SHOULD BE IOd COMMON OR 12d BOX NAILS D. WHERE SCREWS ARE ATTACHED TO MASONRY OR MA5ONRY/5TL=, THEY SNAIL BE ATTACHED UTILIZING VIBRA1ION-RE-515TANT ANGHOR5 HAVING A MINIKH U.TIMATE WITHDRAWAL CAPACITY OF 440 POUNDS. NOTE: FOUNDATION ANCHORAGE PER 2010 RE51DENTIAL CODE OF NEW YORK STATE SECTION R403.1.6 WOOD SILL PLATE SHALL BE FASTENED TO THE FOUNDATION WITH ANCHOR BOLTS. BOLTS SHALL BE A MIN. 1/2" IN DIAMETER AND SHALL EXTEND A MIN. OF I INCHES INTO MA50NRY AND/OR CONCRETE, SPACED A MAX. OF 6 FEET ON CENTER AND LOCATED WITHIN 12 INCHES FROM THE END OF EACH PLATE SECTION. A NUT AND WASHER SHALL BE TIGHTENED ON EACH BOLT TO THE PLATE A5 PER 2010 RE51DENTIAL CODE OF NEW YORK STATE. BOLTS A MIN. 1/2" IN DIAMETER SHALL BE SPACED 6'A5 PER TABLE 3.2A, TABLE 3.25, AND TABLE 3.20 PER A.F.C.M. 2001 NOTE: CLOTHES DRYERS EXHAUST REOU I RED PER 2010 RE51DENTIAL CODE OF NEW YORK STATE SECTION M1502 I. DRYER EXHAUST SYSTEMS SHALL BE INDEPENDENT OF ALL OTHER SYSTEMS. 2. DRYER EXHAUST SYSTEM SHALL CONVEY THE MOISTURE AND TERM I NATE TO THE OUT51 DE OF THE BUILDING. 3. EXHAUST DUCT TERMINATIONS SHALL BE IN ACCORDANCE WITH THE DRYER MANUFACTURER'S INSTALLATION IN5TRUCTION5. 4. SCREENS SHALL NOT BE INSTALLED AT DUCT TERMINATION. 5. EXHAUST DUCTS SHALL NOT BE CONNECTED WITH SHEET -METAL 5CREA5 OR FASTENING MEANS WHICH EXTEND INTO THE DUCT. 6. EXHAUST DUCTS SHALL DE EQUIPPED WITH A BACKDRAFT DAMPER. 1. EXHAUST DUCTS SHALL 3E CONSTRUCTED OF MINIMUM 0.016 INCH -THICK RIGID METAL DUCTS, HAVING SMOOTH INTERIOR SURFACES WITH JOINTS RUNNING IN THE DIRECTION OF AIR FLOW. 8. FLEXIBLE TRANSITION DUCTS USED TO CONNECT THE DRYER TO THE EXHAUST DUCT 5Y5TEM SHALL BE LIMITED TO SINGLE LENGTHS, NOT TO EXCEED 8 FEET IN LENGTH AND SHALL BE L15TED AND LABELED IN ACCORDANCE WITH UL 2158A. q. TRANSITION DUCTS SHALL NOT BE CONGEALED AITHIN CONSTRUCTION. 10. THE MAXIMUM LENGTH OF A CLOTHS DRYER EXHAUST DUCT SHALL NOT EXCEED 25 FEET FROM THE DRYER LOCATION TO THE HALL OR ROOF TERMINATION. II. THE MAXIMUM LENGTH OF THE DUCT SHALL BE REDUCED 2.5 FEET FOR EACH 45-DE6REE BEND AND 5 FEET FOR EACH q0 -DEGREE BEND. 12. THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. NOTE: WIND- BORNE DEBRIS WOOD PANELS CRITERIA PER 2010 RESIDENTIAL CODE OF NEW YORK STATE SECTION R301.2.1.2 WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 1/16" AND A MAXIMUM SPAN OF & FEET SHALL BE PERMITTED FOR GLAZED OPENING PROTECTION IN ONE - AND TWO - STORY BUILDINGS. PANELS SHALL BE PRECUT AND LABELED WITH ITS LOCATION OF USE, WITH ATTACHMENT HARDWARE PROVIDED A5 PER 2010 RE51DENTIAL CODE OF NEA YORK STATE TABLE R301.2.1.2, OR SHALL BE DESIGNED TO RE515T THE COMPONENTS AND CLADDING LOADS DETERMINED IN ACCORDANCE WITH THE PROV1510N5 OF THE BUILDING CODE OF NEW YORK STATE. NOTE: GARAGE FIRE SEPARATION PER 2010 RESIDENTIAL CODE OF NEW YORK STATE SECTION R30q I. AALL5 AND CEILING 5HALL HAVE 3/4 HOUR FIRE RE515TANCE RATING. 2. ONE LAYER 5/8" TYPE X ON GARAGE 51DE-ONE LAYER 1/2" TYPE X ON OTHER 51DE. 3. LIVING SPACE ABOVE THE GARAGE, THE SEPARATION SHALL BE PROTECTED BY NOT LESS THAN 5/8" TYPE X DRYWALL. 4. OPENING BETWEEN GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH A 45 MINUTES FIRE RATED DOOR A55EMBLY EQUIPPED WITH A 5ELF-01_051N6 DEVICE. Nemschick Silverman Architects P.C. .. the business of ARCHITECTURE." 33105 Main Rd, Cutchogue, New York 11935 Phone: 631-734-7007 Fax: 631-734-7347 http://www- ns-archl -corn NOTE: LIGHT AND VENTILATION REQUIREMENTS PER 2010 RESIDENTIAL CODE OF NEW YORK STATE SECTION R303 I. ALL HABITABLE ROOMS SHALL BE PROVIDED WITH AGGREGATE GLAZING AREA OF NOT LESS THEN 8 PERCENT OF THE FLOOR AREA OF SUCH ROOMS. 2. A MINIMUM OPENABLE AREA TO THE OUTDOORS SHALL BE 4 PERCENT OF THE FLOOR AREA BEING VENTILATED. 3. BATHROOMS, WATER CLOSET COMPARTMENTS AND OTHER 51MILAR ROOMS SHALL BE PROVIDED WITH AGGREGATE GLAZING AREA IN AINDOW5 OF NOT LE55 THAN 3 5QUARE FEET ONE HALF OF AH 1 r H MUST BE OPENABLE. 4. GLAZED AREAS SHALL NOT BE REQUIRED WHERE ARTIFICIAL LIGHT AND A MECHANICAL VENTILATION 5Y5TEM ARE PROVIDED, WITH A MINIMUM VENTILATION RATE OF 50 GFM FOR INTERMITTENT VENTILATION OR 20 GFM FOR CONTINUOUS VENTILATION. VENTILATED AIR FROM THE SPACE SHALL BE EXHAUSTED D I RECTLY TO THE OUTSIDE. NOTE: EMERGENCY ESCAPE AND RE50UE EGRE55 OPENINGS REQUIRED PER 2010 RESIDENTIAL CODE OF NEW YORK STATE SECTION R310 I. BA5EMENT5 WITH HABITABLE SPACE AND EVERY 5LEEPING ROOM SHALL HAVE AT LEAST ONE OPENABLE EMERGENCY ESCAPE AND RE5GUE OPENING ABOVE AND BELOW GRADE A MINIMUM NET CLEAR OPENING OF 5.1 50.FT. AND A GRADE FLOOR OF 5 50.FT.. 2. EMERGENCY ESCAPE AND RESCUE OPENINC75 SHALL HAVE A MAXIMUM SILL HEIGHT OF 44 INCHES ABOVE THE FLOOR. 3. A MINIMUM NET CLEAR OPENING HEIGHT SHALL BE 24 INCHES. 4. A MINIMUM NET CLEAR OPENING WIDTH SHALL BE 20 INCHES. 5. OPENINGS SHALL BE OPERATIONAL FROM THE IN51DE OF THE ROOM WITHOUT THE USE OF KEYS OR TOOLS. 6. A DOOR OPENING HAVING A THRESHOLD BELOW THE ADJACENT GROUND ELEVATION SHALL HAVE A BULKHEAD ENCL05URE WITH AELL5 BEING A MINIMUM CLEAR AREA OF q 50.FT.AND A MINIMUM HORIZONTAL PROJECTION AND AIDTH OF 36" A5 PER SECTION 310.3 NOTE: WIND DESIGN PRESSURE FOR EXTERIOR WINDOW5, GLASS DOORS AND ANCHORING PER 2010 RF-51DF-NTIAL CODE OF NEW YORK STATE SECTION R613 1. EXTERIOR AINDOA5, GLA55 DOORS AND ANCHORING SHALL BE DESIGNED TO RE515T THE DE516N AIND LOADS 5PEGIFIED IN TABLE R301.2(2) AND 15 TO BE ADJUSTED FOR HEIGHT AND EXP05URE WITH TABLE R301.2(3). PER 2010 RE51DENTIAL CODE OF NEA YORK STATE SECTION R301 NOTE: ASPHALT SHINGLE INSTALLATION PER 2010 RE51DENTIAL CODE OF NEW YORK STATE SECTION Rg05 I. ASPHALT 5HINGLE5 SHALL BE FASTENED TO A SOLIDLY SHEATHED DECK. 2. ASPHALT 5HINGLE5 SHALL BE INSTALLED ON A ROOF SLOPE OF (2:12) UNITS OR GREATER. 3. UNDERLAYMENT SHALL BE APPLIED 5HINGLE FASHION, PARALLEL TO AND 5TARTING FROM THE SAVE AND LAPPED 2 INCHES AND FASTENED SUFFICIENTLY TO HOLD IN PLACE. 4. END LAPS SHALL BE OFFSET BY 6 FT. 5. UNDERLAYMENT APPLIED IN AREAS SUBJECT TO HIGH WINO5 GREATER THAN 110 MPH. SHALL BE SECURED AI TH CORRO51 ON-RE515TANT FASTENERS IN ACCORDANCE WITH MANF. INSTALLATION INSTRUCTIONS. FASTENERS ARE TO BE APPLIED ALONG THE OVERLAP NOT FARTHER THAN 36 INCHES APART ON CENTER. 6. UNDERLAYMENT SHALL BE DOUBLE FOR ROOF SLOPES (2:12) TO (4:12). 1. FASTENERS FOR ASPHALT SHINGLES SHALL BE GALVANIZED STEEL, 5TAINLE55 STEEL, ALUMINUM OR COPPER ROOFING NAILS, MIN. 12 GAGE SHANK WITH A MIN. 3/8" DIAMETER HEAD, A5TMF1661, OF A LENGTH TO PENETRATE THROUGH THE ROOFING MATERIALS AND A MINIMUM OF 3/4" INTO THE ROOF SHEATHING. 8. ASPHALT 5HINGLE5 SHALL HAVE A MINIMUM OF 51X FASTENERS PER SHINGLE FOR WIND ZONES OF 110 MPH AND GREATER A5 PER 2010 RE51DENTIAL CODE OF NEW YORK STATE 8301.2(4) OR SAVE 15 20 FEET OR HIGHER ABOVE GRADE. NAILING SGHE:DULE: PE:R THE W.1=.O.M. 2001 TAE3LE: 3.1 JOINT DE5CR I PT I ON NUMBER OF COMMON NAIL5 NUMBER OF BOX NAILS NAIL 5PAC I NG ROOF FRAM I N6, RAFTERS TO TOP PLATE ( TOE -NAILED) (SM TABLE 3.4 A) (SM TABLE 5.4A) PER RAFTER CEILING JO15T TO TOP PLATE ( TOE -NAILED) (5EE TA3EE 3.4 A) (SM TABLE 5.4A) PER J015T CEILIN6 JOIST TO PARALLEL RAFTER ( FACE -NAILED) ( SEE TABLE 3 .9 A) ( SEE TABLE 3 .4 A) EACH LAP CEILIN6 J015T LAPS OVER PARTITIONS ( FACE -NAILED) ( SEE TABLE 3. Q A) ( SEE TABLE 3 .9 A) EACH LAP COLLAR TIE TO RAFTER ( FACE -NAILED) ( SEE TABLE 5. 6 A) ( SEE TABLE 3 .6 A) PER TIE BLOCKING TO RAFTER ( TOE -NAILED) 2-8d 2-I0d EACH END RIM BOARD TO RAFTER ( END -NAILED) 2-16d 3-I6d EACH END , NALL SRAM 1NG TOP PLATE TO TOP PLATE ( FACE -NAILED) 2-Ibd 1 2-16d I PER FOOT TOP PLATES® INTER5EGTIONS ( FAGE-NAILED) 4-16d 5-16d JOINTS - EACH SIDE 57W TO 5TUD ( FACE -NAILED) 2-I6d 2-I6d 24'OL. HEADER TO HEADER ( FACE -NAILED) I6d I6d VOL,. ALONG E06M TOP OR BOTTOM PLATE TO STUD ( END -NAILED) 2-I6d 3-I6d 4-I6d 2-I6d 3-I6d 4-16d PER 2 X 4 5TUD PER 2 X 6 STUD PER 2 X 8 STUD BOTTOM PLATE TO FLOOR JOIST, BANDJOIST, ENDJOIST OR BLOCKIN6 (FACE -NAILED) 2-Ibd 1' 2-Ibd 1' 2 PER FOOT J015T TO SILL, TOP PLATE OR 61RDER ( TOE -NAILED) 4-8d 4-IOd PER J015T 5RID6IN6 TO JOIST ( TOE -NAILED) 2-8d 2_10d EACH END BLOCKIN6 TO J015T ( TOE -NAILED) 2-8d 2-10d EACH END BLOCKING TO SILL OR TOP PLATE ( TOE -NAILED) 3-I6d 4-Ibd EACH BLOCK LEDGER STRIP TO BEAM ( FACE -NAILED) 3-I6d 4-Ibd EACH JOIST J015T ON LEDGER TO BEAM (TOE -NAILED) 3-Sd 3-10d PER JOIST BAND J015T TO J015T ( END -NAILED) 3-I6d 4-I6d PER JOIST BAND J015T TO SILL OR TOP PLATE ( TOE -NAILED) 2-16d 1 3-I6d PER FOOT R.00f= SHTEA7H I N 5TRXTURAL PANELS 8d IOd ( SEE TABLE 3 .8 ) DIA60NAL BOARD SHEATHIN6 I" X b" OR I' X 8" 2-8d 2-10d PER SUPPORT I" X 10" OR WIDER 3-8d 3-10d PER 5UPPORT GE=1 L I NCS, SHEATH I t` C5.7 6YPSUM WALLBOARD 5d COOLERS 5d COOLERS T"F ED6E/ 10" FIELD kNALL SHEATH I NC -z, 5TRJCTURAL PANELS 8d IOd ( SEE TABLE 5. a ) FIBERBOARD PANELS 1/16" bd - 3" EDGE/ 6" FIELD 25/32" Sd - 3" EDGE/ 6" FIELD 6YP5UM WALLBOARD 5d COOLER5 5d COOLERS 7" E06E/ 10" FIELD HARDBOARD ad 8d ( SEE TA3LE 5. q ) PARTICLEBOARD PANELS 8d 8d ( SEE TABLE 5. q ) DIAGONAL BOARD SHEATHING I" X b" OR I" X 8" 2-8d 2-10d PER SUPPORT I" X 10" OR WIDER 3-8d 3-I0d PER SUPPORT F=LOOR SHE=ATH I NCS 5TRUGTURAL PANELS I" OR LESS 8d IOd 6" EDGE/ 12" FIELD 6REATER THAN I" IOd Ibd 6" ED6E/ b" FIELD DIAGONAL BOARD SHEATHING I' X 6" OR I" X 6" 2-8d 2-10d PER SUPPORT I' X 10" OR WIDER 3-8d 3-10d PER SUPPORT I. NAILING REGiUIREMBJ1`5 ARE 5ASW ON WALL SHEATHING NAILED 6 INGHE5 ON -CENTER AT PANEL EDGE. IF WALL SHEATHING 15 NAILED 3 INCHES ON -CENTER AT THE PANEL EDGE TO OBTAIN HIGHER SFEAR CAPACITIES, NAILING REMIRD04T5 FOR 5TRUGTId2AL MM18ER9 5HALL BE DOUBLED, OR ALTERNATE CONNECTORS, SUCH AS SHEAR PLATES, SHALL BE USED TO MAINTAIN TFE LOAD PATH. 2. WEEN WALL SHEATHING 15 CONTINUOUS OVER CONNECTED MEMBERS, THE TABIIIATEA NIMBER OF NAILS SHALL BE PERMITTED TO BE REDI.CED TO 1-I6d NAIL PER FOOT. 3. ALL TABLES ARE REFERENCED TO THE WOOD FRAM CONSTRUCTION MAWAL. 2001 EDITION NOTE: FLOOR SYSTEMS PER A.F.6.M. 2001 5156 SECTION 2.1.3.2 I. FLOOR CANTILEVERS AND 5ETBACK5 SHALL NOT EXCEED THE DEPTH, d, OF THE J015T FOR LUMBER J015T SUPPORTING LOAD BEARING AALL5 AND 5HALL NOT EXCEED L/4 FOR LUMBER J015T 5UPORTIN6 NON-LOADBEARING AALL5 NON 5HEARAALL5. HEADERS (2) 2x6 1 (2) 2x8 (2) 2x10 (2) 2xI2 5UPPORTIN6: CAN 5PAN: ROOF ONLY 4' to 6' 6to 8' 8' to 10' 10' to 12' 1 5TORY 4' 4' to 6' 6to 8' 8' to 10' 2 5TORIE5 - - 4' to 6' 6' to 8' NOTES: - FOR SPANS OVER 4' WIDE, HEADER REOUIRE5 2" MIN. 50LID BEARING AT EACH END DOAN TO FLOOR OR BOTTOM PLATE. - 1/2" PLYWOOD 5PAGERS ARE USED WITH 2x MEMBERS TO MATCH 2x4 OR 2x6 STUD WIDTH. - HEADER5 TO COMPLY WITH TABLES 3.22A AND 3.2213 OF WFGM 2001 NAILING $ STRAPPING AT EXTERIOR WINDOW / DOOR HEADERS NAILING SCHEDULE 'B': (AS PER WFGM 2001) ROUGH OPENING REWIREMEMS FOR WINDOW OPENIN65 NOTAWN A 8 G D E 2'-0' 2 (I) 2X4 I I I 4'-0' 4 (I) 2X4 2 2 2 6'-0' 6 (2) 2X4 OR (I) 2X6 3 3 3 8'-0' 1 6 (2) 2X4 OR (1)2X6 1 3 3 3 10'-0' 1 10 (2) 2X6 1 4 4 4 1 12 1 (2) 2X6 1 5 5 5 NOTAnON5: A. NINMR OF 60 NAILS AT EACH END OF STRAMIN65 13. NJM M OF SILL STUDS ON THE FLAT OOE5 NOT APPLY TO DOORS) G. 0eEIR OF FULL HEIGHT KING STUDS AT EACH SIDE OF HEADER D. NJI'M OF 16D NAILS END -MAILED THROUGH ADJACENT KING 5TLV END OF HEADB2 AT EACH SIDE E. RMEIR OF JACK SW75 AT EACH END OF HEADERS (ASSUME DOUBLE HEADERS) F. NIMEER OF 160 NAILS END -NAILED THROUGH ADJACENT JACK STUDS TO END OF SILL(5) AT EACH SIDE (DOES NOT APPLY TO DOORS) TYP. PROVIDE RAFTER TO KING ATTACHMENT WHEN ALI6NED OR RAFTER5 AND KIN65 TO PLATES NGS AS ETAIL 0 LEFT XINDON If DOOR 57)"PP/N6 NOTE: ALL STRAPPI46 TO BE 1-1/4x20 6A16E STEM OR 'SIMPSON' ERIIIVALENT - 6520 (COILED STRAP) (ALL STRAPPING SHALL BE INSTALLED PRIOR TO SHEAnNG) BEAM SPLICE E RAG TIE ACROSS) EAM SPLICE �'------ SINGLE PORTAL SYSTEDE516N BY OTHERS M ---� NOTED B. P. #�L BY� /5 O) IFY BUILDING DEPARTMENT AT --SOV 8 AM TO 4 P�,� FOR Tr:L APOUBLE POR7AI. A55EMBLY r .:.LOWING INSPECTIONS: f' N -TWO REQUIRED (51MP50N STRONG -1 ITIF D, CONCRETE I. INSTALL HEADER STRAPPING @ EACH END A5 REO'D PERTHE WFGM 2001 `P /ING, PLUMBING, STRAPPING, ELECTRICAL & CAULKI," 3, INSULATION 4. FINAL -CONSTRUCTION & ELECTRICrL MUST BE COMPLETE FOR C 0, ALL CONSTRUCTION SHALL 1',1EET THE REQUIREMENTS OF THE CODES OF NE`.' YORK STATE. NOT RESPO ,S 'I'E FOR DESIGN OR CONSTRUCTION LRRORS. CLIMATIC AND GEOGRAPHIC DE516N CRITERIA OF THE TORN OF CUTCHOGUE PER 2010 RE51DENTIAL CODE OF NEW YORK STATE TABLE R301.2 (1) GROUND' AIND 5E15MI(1 SUBJECT TO DAMAGE FROM 1,2 WINTER ICE 5HIELO FLOOD AIR SPEED WEATHERING FR05T LINE TERMITE d DECAY 5NOA DE516N DE516N W RLAYMENT h HAZARDS FREEZING LOAD H'•CRITERIA 9 DEPTH TEMP' REQUIRED INDEX 20 P5F I G SEVERE 3 FT. MODERATE TO 5LGGHT TO OPTIONAL 5EE PLANS 452 ��, HEAVY EXAMINER EXAMINER 0 COPYRIGHT 2014 NEMSCHCK SLVEFUAN ARCHTECTS P.C. SEAL: PROJECT TITLE: REVISIONS/SUBMISSIONS: DATE: DESCRIPTIOMk 7nen4 PCRMIT -ARICO 1220 POTREL RD CUTCHOGUL, NY 11935 DISTRICT: SECTION: BLOCK: •f• •: I AUG -6 2014 DRAWING TITLE: PLAN & LLLVATIO/if CAD FILE NAME: DATE: 11 NSA PROJECT *: 07/08/1411 14 1800 CODE SCALE: 11 DRAWING NO: A /YO1Z" LOT: DRAWN BY: "... O1 25.1 CY01 UUSE EVERY OTHER NAIL HOLE SE EVERY OTHER NAIL HOLE IN A ROW TO PROVIDE THE LENGTH IN A ROW TO PROVIDE THE GODS-REQUIRED MINIMUM9ff=50v5T1WW5-nECS SIN=-0VL5T4 36 R END COILW STRAP • 16'04. o EACf RAFTER CODE-REQUIRED MINIMUM ISN CENTER-TO-CENTER LENGTH R 6E CENTER-TO-CENTER sTu� FAc SPACING FOR NAILS 5PAGING FOR NAIL5 ed MAILS eo= zaFee - - I: • p oc. _ U CLEAR 5PAN it v o • % I �'`:T ' � `� G52O STRAP O EW % ,1 N h PROVIDE MINIMUM LENGTH 6dNAILS ; WRAP PLATE —I END D 15TANGE s • o . EGtUAL NUMBER OF R/DI6�'DL'T�1/IL (51MP50N 5TRON(7-TIE 05) 5PECIFIED NAIL5 I. INSTALL 5TRAPPINCG A5 REO D PER IN EACH END THE WFCM 2001 TABLE 2.2A AND 3.38. 511495M577&VO-nr c5 W-9M 5r►c�r LOAF FAn�i LMt n%WW MrA N ° n� ne °er�lL tie .a�5r �sais-lz v f LL Sr�e�p��N� a ria/L5 RArrrR 71E V TAIL5 i ���� L WALL TAMES NV TAKE .EKM,tM,�t 1�1,�.,>eT� rO! ne MH 7001 TME SA L WTM10107C!! OqM* HK E'-O' or, rR 7}! ITQI 7001 TAME 0.4 T/�l1.� 9�A MD TI3! 0.T. MIK 6' flOLD DCWV 14K 6' ® AM'.AM BOLT PLAGB4ENT 5EE CONTRACT `w ORAWIN65CT ii' li' PRoVIDEDamE T DOM o +� BOL75k 30N HP2A FGIMDATION ° 9 ...->< . . . . v . . . : a : : : : v : :: d : GO� AUTm "READER ROD v -7 SILL PLATE SEE PLAN 5W HALL ALL SEE PLAN . . . . . FOR 50TYPICAL. FOR SiIIE 1 5PAGlMS (4I0dAIL5 GOI'�. RJD HALLQ v TYP/G14L. E4Ul PLA7EJ' m A&,AK.R BaLT ~' L a40.C. •4. 'r F4((.�� V` S.r�•. D o6'OZ. OW5� T l> ,l • , •,1 JrL r •.,•• 0 5/MPraDYV 5TR011�-nf h 5/hfi ON 5TROM6-nr MT1Z MAN i tUMA774N rd2Mff MAN a 17CAW n" 7r "f-DOW DM/L Sffif M 5M4X -nE X44 (A Abb 5/M/LI4R1 1401.17100XV AVEmrA15 5/" "SrRONs-nr ccc�aa - _ 9 RAILING\ 4Q- SM)I NE ° © P05 UP o76TVZ. POST I/2' m TMw o ° BOL75 51"=-ON NJ/0G.J.016'O.G. H2fl�aN (5/hAaON Sn�o -nr �l (5/ r 5neO�-nr D") D� J015T HZ hUMCNE NZ Ar� CLIPP a 1 o 1l66' e POST 0E CLIP o 16, lB 5/MI 5ON COIECTOR AG4 L7E EA. SIDE) 5 "MINIEA. / O.G. uz�o , m Ahl'.AKJR BOLT I AE 01-,314'x lI-7/3' MICROS o ° ° ✓/ Z ETA"- e 4 O.a. (/W STORY hOMV PbST & 45E 6'0.C. (OAE STORY HOME) ; (51MNSM 57ROA15-7T AMM4) J015T 1277ON Mra/L pyMCW 1r14yai5r CIONYW770N R4M0VrOr MArr COMM77ON Der�lL (5/WSM 57ROA115-721 D=) rt,oale ra/L Ore PLA 7r eo,MnoN xra/L VECK CONNECTION VETAIL5 REIN CaAt . SLAB M/A/GON SILL M/ACY N SILL o p.. •e •� 'opp ° ep°QO e 5A0N L5TA ;OCALK IRE PRIOR TO O STRAP a l6' O.G. CMffia 1-111-11 III— I I—III—I I III—III—I I , L1.GBLE 2Jf6 SILL PLATE =III=III III =III III=III= I=III—III- WZAr-Tm ARourD unLlrY TRIM lNSTALLlMS —III—I I III—II —III—III III—III- I � I—III III—III I—III I —III- III I I I I (I (I I III i„, (4J IOd NA (Z NAIL5 2-+r 4 CONT. EACH FLA SIPIA6 NTH 5W-LOCK y .:..' m AWhIQR BOLT PWAl R151fD GP INTO QE4R1Ak5 501L a 6'OG. 5 IML17Y 7RIM 6 MIL A0157LRE BARRIER DRAINAFE PL.AAE );MF. FM PGM! d OVER 5164TN/N6 Drr�lL of /Nre�loR 7H/GK�II>t'D xAe I fA'AI AWN X&Lft R M%AM-M DL711/L 50/W 4406M AT /1VAfIMN 5/LL SEAL: REVISIONS/SUBMISSIONS: DRAWING TITLE: �REp A,q DATE: DESCRPTIOR 5 w N�,IiO'Si� 7M/14 veanR 5TANL�)ARN5TRAFF I N6 CONNEC71 Oil 1�)T`A 1 5 * � PLA/`I & eLEVATIONf 1 SCALE NTS �� .029086 Q�- CAD FILE NAME: = of NEvilr. 14-1800 PROJECT TITLE: DATE: NSA PROJECT #: Nemschick Silverman Architects P.C. fIRICO 07/08/14 14 1800 DeT�I "... the business of ARCHITECTURE." 1220 P0TRI111 RP 11101 SCALE: DRAWING NO.: CUTCNOGUE, NY 11935 33105 Main Rd, Cutchogue, New York 11935 — — — — Af NOTED Phone : 631-734-7007 Fax: 631-734-7347 DISTRICT: SECTION: BLOCK: LOT: DRAWN BY: http://www_ ns-arch _Com 0 COPYRIGHT 2014 NEMSCF#gC SLVERMAN ARCFITECTS P.C. 1000 98 01 23.1 Z�1Y DE516N LOAD CRITERIA PER 50. FT.: LOCATION LIVE DEAD DEFLECTION 1 FLOOR 40# 10# 3/12 WITH NO FINI5HED CEILING ATTACHED 5EC. FLR. 30# 10# L/360 ATTIC, 20# 10# L/240 ROOF 30# 15# L/240 ALLOWABLE DEFLECTION OF 5TRUCTURAL MEM5ER5 PER 2010 RE51DENTIAL CODE OF NEW YORK STATE TABLE R301.1 5TRUGTURAL MEMBER ALLOWABLE L = 5PAN LENGTH, H = 5PAN HEIGHT DEFLECTION RAFTERS HAVING 5LOPE5 GREATER THAN PA55ENGER VEHICLE 6ARAGE5 3/12 WITH NO FINI5HED CEILING ATTACHED L/180 TO RAFTERS ATTIG5 WITH LIMITED 5TORA67E INTERIOR WALL5 AND PARTITIONS H/180 FLOORS AND PLA5TERED CEILINGS L/360 ALL OTHER STRUCTURAL MEMBERS L/240 EXTERIOR WALL5 WITH PLASTER OR H/360 5TUC60 FIN15H 16 EXTERIOR WALL5-WIND LOADS WITH L/240 BRITTLE FIN15HE5 24'0.0. EXTERIOR WALL5-WIND LOADS WITH L/120 FLEXIBLE FIN15HE5 14 MINIMUM UNIFORMLY 015TRIBUTED LIVE LOA125 PER 2010 RE-51DENTIAL CODE OF NEW YORK STATE TABLE 83013 U5E LIVE LOAD EXTERIOR BALCONIES 60# DEGK5 40# PA55ENGER VEHICLE 6ARAGE5 50# ATTICS WITHOUT 5TORA6E 10# ATTIG5 WITH LIMITED 5TORA67E 20# ROOMS OTHER THAN 5LEEPIN67 ROOMS 40# 5LEEPIN6 ROOMS 30# 5TAIR5 40# 6UARDRAIL5 AND HANDRAILS 200# MINIMUM ROOF LIVE LOA05 IN POUNDS -FORGE PER SQUARE FOOT OF HORIZONTAL PROJECTION PER 2010 RE5I12ENTIAL CODE OF NEW YORK STATE TABLE R301.6 NUMBER OF BOX NAILS TRIBUTARY LOADED .Al"i I N& .. . AREA IN SQUARE FEET FOR CEILING JOIST TO TOP PLATE ( TOE -NAILED) (SIM TABLE 5.4 A) (SE TABLE 5.4 A) PER J015T ANY 5TRUGTURAL MEMBER ROOF SLOPE TYPE 0 TO 201 TO OVER TOP PLATE TO TOP PLATE ( FACE -NAILED) < 4 FOOT 200 600 600 FLAT OR R15E LE55 THAN 4' PER FT. 20 16 12 (1:3) 2-I6d 24'0.0. 2-1/2" #5 R15E 4" PER FT. (1:3) TO LE55 I6 14 12 THAN 12 " PER FT. (1: 1) 2-I6d 5-I6d 4-16d PER 2 X 4 STUD PER 2 X 6 STUD PER 2 X 8 STUD A. THIS TABLE 15 BASED ON 190 MPH WIND SPEEDS AND A 53 -FOOT MEAN ROOF HEIGHT. RI 5E 12" PER FT. (1: 1) AND 12 12 12 GREATER BRIDGING TO JOIST ( TOE -NAILED) 2-Bd 2-I0d EACH END BLOCKING TO JOIST ( TOE -NAILED) 2-8d 2-I0d EACH END BLOCKING TO SILL OR TOP PLATE ( TOE -NAILED) 3-I6d 4-16d EACH BLOCK WIND-BORNE DEBRI5 PROTECTION FA5TENIN6 50HEOULE FOR WOOD 5TRNCTURAL PANEL5 PER 2010 RE51DENTIAL CODE OF NEW YORK 5TATE TABLE R3012.1.2 NUMBER OF BOX NAILS FASTENER 5PAGIN6 .Al"i I N& .. . FASTENER CEILING JOIST TO TOP PLATE ( TOE -NAILED) (SIM TABLE 5.4 A) (SE TABLE 5.4 A) PER J015T 4 FOOT b FOOT TYPE PANEL SPAN < PANEL SPAN < PANEL SPAN TOP PLATE TO TOP PLATE ( FACE -NAILED) < 4 FOOT < 6 FOOT < 8 FOOT 2-1/2" #6 16" 1211 q" WOOD 5GREW5 2-I6d 2-I6d 24'0.0. 2-1/2" #5 16" 16" 12" WOOD SCREWS 2-I6d 5-I6d 4-16d 2-I6d 5-I6d 4-16d PER 2 X 4 STUD PER 2 X 6 STUD PER 2 X 8 STUD A. THIS TABLE 15 BASED ON 190 MPH WIND SPEEDS AND A 53 -FOOT MEAN ROOF HEIGHT. B. FASTENERS SHALL BE INSTALLED OPPOSING EN05 OF THE WOOD STRUCTURAL PANEL. G. NAILS SHOULD BE IOd COMMON OR 12d BOX NAILS D. WERE SCREWS ARE ATTACHED TO MASONRY OR MASONRY/STUCCO, THEY SHALL BE ATTACHED UTILIZING VIBRATION-RE515TANT ANCHORS HHAVIN& A MINIMUM ULTIMATE WTHPRAWAL CAPACITY OF 440 POUNDS. NOTE: FOUNDATION ANCHORAGE PER 2010 RE51DENTIAL CODE OF NEW YORK STATE 5ECTION R403.1.6 WOOD 51LL PLATE SHALL BE FASTENED TO THE FOUNDATION WITH ANCHOR BOLTS. BOLTS SHALL BE A MIN. 1/2" IN DIAMETER AND SHALL EXTEND A MIN. OF 7 INCHES INTO MA50NRY AND/OR CONCRETE, SPACED A MAX. OF 6 FEET ON CENTER AND LOCATED WITHIN 12 INCHES FROM THE END OF EACH PLATE SECTION. A NUT AND WA5HER SHALL BE TIGHTENED ON EACH BOLT TO THE PLATE AS PER 2010 RE51DENTIAL CODE OF NEW YORK STATE. BOLTS A MIN. 1/2" IN DIAMETER SHALL BE SPACED 6' A5 PER TABLE 3.2A, TABLE 3.213, AND TABLE 3.20 PER W.F.C.M. 2001 NOTE: CLOTHES DRYERS EXHAUST REQUIRED PER 2010 RE51DENTIAL CODE OF NEW YORK STATE 5ECTION M1502 I. DRYER EXHAUST 5Y5TEM5 SHALL BE INDEPENDENT OF ALL OTHER 5Y5TEM5. 2. DRYER EXHAUST 5Y5TEM SHALL CONVEY THE M015TURE AND TERMINATE TO THE OUT5IDE OF THE BUILDING. 3. EXHAUST DUCT TERMINATIONS SHALL BE IN ACCORDANCE WITH THE DRYER MANUFACTURER'S INSTALLATION IN5TRUCTION5. 4. SCREENS SHALL NOT BE IN5TALLED AT DUCT TERMINATION. 5. EXHAUST DUCTS SHALL NOT BE CONNECTED WITH SHEET -METAL 5CREW5 OR FA5TENING MEANS WHICH EXTEND INTO THE DUCT. 6. EXHAUST DUCTS SHALL BE EQUIPPED WITH A BACKDRAFT DAMPER. 1. EXHAUST DUCTS SHALL BE CONSTRUCTED OF MINIMUM 0.016 INCH -THICK RIGID METAL DUCTS, HAVING SMOOTH INTERIOR 5URFAGE5 WITH JOINTS RUNNING IN THE DIRECTION OF AIR FLOW. 8. FLEXIBLE TRAN51TION DUGT5 U5ED TO CONNECT THE DRYER TO THE EXHAUST DUCT 5Y5TEM SHALL BE LIMITED TO SINGLE LENGTHS, NOT TO EXCEED 5 FEET IN LENGTH AND SHALL BE L15TED AND LABELED IN ACCORDANCE WITH UL 2155A. q. TRAN51TION DUCTS SHALL NOT BE CONGEALED WITHIN GON5TRUGTION. 10. THE MAXIMUM LENGTH OF A CLOTHS DRYER EXHAUST DUCT SHALL NOT EXCEED 25 FEET FROM THE DRYER LOCATION TO THE WALL OR ROOF TERMINATION. II. THE MAXIMUM LENGTH OF THE DUCT SHALL BE REDUCED 2.5 FEET FOR EACH 45 -DEGREE BEND AND 5 FEET FOR EACH q0-0E6REE BEND. 12. THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRAN51TION DUCT. NOTE: WIND- BORNE DEBRIS WOOD PANELS CRITERIA PER 2010 RE51DENTIAL CODE OF NEW YORK STATE SECTION R301.2.1.2 WOOD STRUCTURAL PANEL5 WITH A MINIMUM THICKNESS OF 7/16" AND A MAXIMUM 5rAN OF 8 FEET 5HALL BE PERMITTED FOR GLAZED OPENING PROTECTION IN ONE - AND TWD - 5TORY BUILDINGS. PANELS SHALL BE PRECUT AND LABELED WITH ITS LOCATION OF U5E, WITH ATTACHMENT HARDWARE PROVIDED A5 PER 2010 RE51DENTIAL CODE OF NEW YORK STATE TABLE 8301.2.1.2, OR SHALL BE DE5I6NED TO RE515T THE COMPONENTS AND CLADDING LOADS DETERMINED IN ACCORDANCE WITH THE PROVI51ON5 OF THE BUILDING CODE OF NEW YORK STATE. NOTE: GARAGE FIRE SEPARATION PER 2010 RE51DENTIAL CODE OF NEW YORK STATE SECTION R301 I. WALL5 AND CEILING 5HALL HAVE 3/4 HOUR FIRE RESISTANCE RATING. 2. ONE LAYER 5/8" TYPE X ON GARAGE SIDE -ONE LAYER 1/2" TYPE X ON OTHER 51DE. 3. LIVING 5PAGE ABOVE THE GARAGE, THE SEPARATION 5HALL BE PROTECTED BY NOT LE55 THAN 5/8" TYPE X DRYWALL. 4. OPENING BETWEEN GARAGE AND RE5IDENCE SHALL BE EQUIPPED WITH A 45 MINUTES FIRE RATED DOOR A55EMBLY EQUIPPED WITH A SELF-CLOSING DEVICE. Nemschick Silverman Architects P.C. "...the business of ARCHITECTURE" 33105 Main Rd, Cutchogue, New York 11935 Phone: 631-734-7007 Fax: 631-734-7347 http =//www _ n s -arch - co m NOTE: LIGHT AND VENTILATION REQUIREMENTS PER 2010 RE51DENTIAL CODE OF NEW YORK STATE SECTION R305 I. ALL HABITABLE ROOMS SHALL BE PROVIDED WITH AGGREGATE GLAZING AREA OF NOT LE55 THEN 8 PERCENT OF THE FLOOR AREA OF SUCH ROOMS. 2. A MINIMUM OPENABLE AREA TO THE OUTDOOR5 SHALL BE 4 PERCENT OF THE FLOOR AREA BEING VENTILATED. 3. BATHROOMS, WATER CLOSET COMPARTMENTS AND OTHER 51MILAR ROOMS SHALL BE PROVIDED WITH AGGREGATE GLAZING AREA IN ININVOY45 OF NOT LE55 THAN 3 SQUARE FEET ONE HALF OF WHICH MUST BE OPENABLE. 4. GLAZED AREAS SHALL NOT BE REQUIRED WHERE ARTIFICIAL LIGHT AND A MECHANICAL VENTILATION SYSTEM ARE PROVIDED, WITH A MINIMUM VENTILATION RATE OF 50 CFM FOR INTERMITTENT VENTILATION OR 20 CFM FOR CONTINUOUS VENTILATION. VENTILATED AIR FROM THE 5PAGE SHALL BE EXHAUSTED DIRECTLY TO THE OUT51 DE. NOTE: EMERGENCY E50APE AND RE50UE EGRE55 OPENIN65 REQUIRED PER 2010 RESIDENTIAL CODE OF NEW YORK STATE 5ECTION 8310 I. BA5EMENT5 WITH HABITABLE SPACE AND EVERY SLEEPING ROOM SHALL HAVE AT LEAST ONE OPENABLE EMERGENCY ESCAPE AND RESCUE OPENING ABOVE AND BELOW GRADE A MINIMUM NET CLEAR OPENING OF 5.1 50.17T. AND A GRADE FLOOR OF 5 50.FT.. 2. EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE A MAXIMUM 51LL HEIGHT OF 44 INCHES ABOVE THE FLOOR. 3. A MINIMUM NET CLEAR OPENING HEIGHT SHALL BE 24 INGHE5. 4. A MINIMUM NET CLEAR OPENING WIDTH SHALL BE 20 INCHES. 5. OPENINC75 SHALL BE OPERATIONAL FROM THE IN51DE OF THE ROOM WITHOUT THE U5E OF KEYS OR TOOLS. 6. A DOOR OPENING HAVING A THRESHOLD BELOW THE ADJACENT GROUND ELEVATION SHALL HAVE A BULKHEAD ENGLO5URE WITH WELL5 BEING A MINIMUM CLEAR AREA OF q 50.FT.AND A MINIMUM HORIZONTAL PROJECTION AND WIDTH OF 36" A5 PER SECTION 310.3 NOTE: WIND DESIGN PRE55URE FOR EXTERIOR WINDOW5, GLA55 DOORS AND ANCHORING PER 2010 RESIDENTIAL CODE OF NEW YORK STATE SECTION R613 1. EXTERIOR WINDOW5, GLA55 DOORS AND ANCHORING SHALL BE DE5I6NED TO RE515T THE DE516N WIND LOADS SPECIFIED IN TABLE 8301.2(2) AND 15 TO BE ADJUSTED FOR HEIGHT AND EXPOSURE WITH TABLE R301.2(3). PER 2010 RE51DENTIAL CODE OF NEW YORK STATE 5ECTION R301 NOTE: ASPHALT SHINGLE INSTALLATION PER 2010 RESIDENTIAL CODE OF NEW YORK STATE 5EGTION Rg05 I. ASPHALT 5HINGLE5 SHALL BE FASTENED TO A 5OL I DLY 5HEATHED DECK. 2. ASPHALT 5HINGLE5 5HALL BE IN5TALLED ON A ROOF SLOPE OF (2:12) UNITS OR GREATER. 3. UNDERLAYMENT SHALL BE APPLIED 5HINGLE FASHION, PARALLEL TO AND STARTING FROM THE EAVE AND LAPPED 2 INGHE5 AND FASTENED 5UFFICIENTLY TO HOLD IN PLACE. 4. END LAPS SHALL BE OFFSET BY 6 FT. 5. UNDERLAYMENT APPLIED IN AREAS SUBJECT TO HIGH WINDS GREATER THAN 110 MPH. SHALL BE SECURED WITH CORRO510N-RE515TANT FA5TENER5 IN ACCORDANCE WITH MANF. INSTALLATION IN5TRUCTION5. FA5TENER5 ARE TO BE APPLIED ALONG THE OVERLAP NOT FARTHER THAN 36 INGHE5 APART ON CENTER. 6. UNDERLAYMENT SHALL BE DOUBLE FOR ROOF 5LOPE5 (2:12) TO (4:12). 1. FASTENERS FOR A5PHALT 5HIN67LE5 SHALL BE GALVANIZED STEEL, 5TAINLE55 STEEL, ALUMINUM OR COPPER ROOFING NAILS, MIN. 12 GAGE SHANK WITH A MIN. 3/8" DIAMETER HEAD, A5TMF 1667, OF A LENGTH TO PENETRATE THROUGH THE ROOFING MATERIALS AND A MINIMUM OF 3/4" INTO THE ROOF SHEATHING. 5. ASPHALT 5HIN6LE5 SHALL HAVE A MINIMUM OF 51X FA5TENER5 PER 5HINGLE FOR WIND ZONES OF 110 MPH AND GREATER A5 PER 2010 RESIDENTIAL CODE OF NEW YORK STATE R301.2(4) OR EAVE 15 20 FEET OR HIGHER ABOVE GRADE. NA I L. I NG 50HEEDUL.E: PE:R THE: W.F.G.M. 2001 TABLE 3.1 JOINT DESCRIPTION NUMBER OF COMMON NAILS NUMBER OF BOX NAILS NAIL 5PAGING .Al"i I N& .. . RAFTERS TO TOP PLATE ( TOE -NAILED) ( SEE TABLE 5.4A) (SM TABLE 3.4 A) PER RAFTER CEILING JOIST TO TOP PLATE ( TOE -NAILED) (SIM TABLE 5.4 A) (SE TABLE 5.4 A) PER J015T CEILING JOIST TO PARALLEL RAFTER ( FACE -NAILED) ( SEE TABLE 5. q A) ( SEE TABLE 5. q A) EACH LAP CEILING JOIST LAPS OVER PARTITIONS ( FACE -NAILED) ( SEE TABLE 5. q A) ( SEE TABLE 5. q A) EACH LAP COLLAR TIE TO RAFTER ( FACE -NAILED) ( SEE TABLE 5 .6 A) ( SEE TABLE 5. 6 A) PER TIE BLOCKING TO RAFTER ( TOE -NAILED) 2-8d 2-IOCI EACH END RIM BOARD TO RAFTER ( END -NAILED) 2-I6d 3-Ibd EACH END 71 771 ^AL -L- : 9RAM I N,r= TOP PLATE TO TOP PLATE ( FACE -NAILED) 2-16d' 2-I6d I PER FOOT TOP PLATES® INTERSECTIONS ( FACE -NAILED) 4-I6d 5-I6d JOINT5 - EACH SIDE 57UD TO STUD ( FACE -NAILED) 2-I6d 2-I6d 24'0.0. HEADER TO HEADER ( FACE -NAILED) Ibd Ibd Ib' O.G. ALONG E06E5 TOP OR BOTTOM PLATE TO STUD ( END -NAILED) 2-I6d 5-I6d 4-16d 2-I6d 5-I6d 4-16d PER 2 X 4 STUD PER 2 X 6 STUD PER 2 X 8 STUD BOTTOM PLATE TO FLOOR JOIST, BANDJOIST, ENDJO15T OR BLOGKIN6 ( FACE -NAILED) 2-I6d 1 .2 2-115d', 2 PER FOOT �L-G,�CDR' F^R.ANI' 11�i� J015T TO SILL, TOP PLATE OR 61RDER ( TOE -NAILED) 4-8d 4-10d PER J015T BRIDGING TO JOIST ( TOE -NAILED) 2-Bd 2-I0d EACH END BLOCKING TO JOIST ( TOE -NAILED) 2-8d 2-I0d EACH END BLOCKING TO SILL OR TOP PLATE ( TOE -NAILED) 3-I6d 4-16d EACH BLOCK LEDGER STRIP TO BEAM ( FACE -NAILED) 5-I6d 4-I6d EACH J015T J015T ON LEDGER TO BEAM ( TOE -NAILED) 5-8d 5-I0d PER JOIST BAND J015T TO J015T ( END -NAILED) 5-I6d 4-I6d PER J015T BAND J015T To 51LL OR TOP PLATE ( TOE -NAILED) 2-I6d 1 5-I6d PER FOOT ROOT= 5+41 --ATH I N6o STRUCTURAL PANELS 8d IOd (5EE TABLE 5.8 ) DIA60NAL 50ARD 5HEATHIN6 I" X VOR I" X 8" 2-8d 2-10d PER SUPPORT I" X 10" OR WIDER 5-8d 3-I0d PER SUPPORT GEE I Lr I N67 SHr-ATI-I 1 Ni:5� GYPSUM WALLBOARD 5d 0OOLER5 5d COOLERS IN EDGE/ Io" FIELD YNAL-L- Epi- T=AT+ -i I Nc5p STRUCTURAL PANELS 8d IOd ( SEE TABLE 5. q ) FIBERBOARD PANELS 'i/I6" bd - 5" E06E/ 6" FIELD 25/32" 8d - 5" E06E/ 6" FIELD 6YP" AALLBOARD 5d COOLERS 5d COOLERS I" ED6E/ 10" FIELD HARDBOARD 8d 8d ( SEE TABLE 5. q) PARTICLEBOARD PANELS 8d 8d ( SEE TABLE 5. q ) 12IA60NAL BOARD 5HEATHIN6 I" X 6" OR I" X 8" 2-Sd 2-10d PER SUPPORT I" X 10" OR WIDER 5-8d 5-I0d PER SUPPORT fL OOR 5HEA7H I N6, 5TnGT1JRAL PANELS I` OR LE55 8d IOd 6" EDGE/ 12" FIELD 6REATER THAN I" IOd I6d b" E06E/ 6" FIELD DIA60NAL BOARD 5HEATHIN6 (" X 6" OR I" X 8" 2-8d 2-I0d PER SUPPORT I" X 10" OR WIDER 5-8d 5-10d PER SUPPORT I. NAILINS REQUIREMENTS ARE BASED ON WALL SHEATHINS NAILED 6 INCHES ON -CENTER AT PANEL EDGE. IF WALL SHEATHING 15 NAILED 3 INGHE5 ON -CENTER AT THE PANEL EDGE TO OBTAIN HISFER SHEAR CAPACITIES, NAILING REQUIREMENTS FOR 5TRUGTURAL MEMBERS 5HALL BE DOUBLED, OR ALTERNATE CONNECTORS, 5UCH AS SHEAR PLATES, SHALL BE 65ED TO MAINTAIN THE LOAD PATH. 2. WEN KALL 5HEATHINS 15 CONTINUOUS OVER CONNECTED MEMBERS, TIE TABULATED NUMBER OF NAILS SHALL BE PERMITTED TO BE REDUCED TO I-Ibd NAIL PER FOOT. 5. ALL TABLES ARE REFERENCED TO THE WOOD FRAME CONSTRUCTION MANUAL. 2001 EDITION NOTE: FLOOR SYSTEMS PER W.F.C.M. 2001 5B0 SECTION 2.1.3.2 I. FLOOR CANTILEVERS AND 5ETBACK5 SHALL NOT EXCEED THE DEPTH, d, OF THE JO15T FOR LUMBER J015T 5UPPORTING LOAD BEARING WALL5 AND 5HALL NOT EXCEED L/4 FOR LUMBER J015T 5UPORTING NON-LOADBEARING WALL5 NON SHEARWALL5. HEADERS (2) 2x6 (2) 2x8 (2) 2xI0 (2) 2x12 SUPPORTING: CAN 5PAN: ROOF ONLY 4' to 6' 6to S' 6 to 10' 10' to 12' 1 STORY 4' 4' to 6' 6 to 5' 5' to 10' 2 STORIES - - 4' to 6' 6' to 5' NOTES: - FOR 5PAN5 OVER 4' WIDE, HEADER REQUIRE5 2" MIN. 50LID BEARING AT EACH END DOWN TO FLOOR OR BOTTOM PLATE. - 1/2" PLYWOOD 5PACER5 ARE U5ED WITH 2x MEMBERS TO MATCH 2x4 OR 2x6 STUD WIDTH. - HEADERS TO COMPLY WITH TABLES 3.22A AND 3.225 OF WFGM 2001 NAILING $ 5TRAPf I NG AT EXTERIOR WINDOW / DOOR HEADERS NAILING 50HEDULE '5': (AS PER wcM woo ROUGH OPENING RF.OJIRE1MeM FOR KN" OPMIN66 NOTATION ROW A B G D E OPENINS 2'-0' 2 N 2X4 I 1 1 4'-0' 4 (0 2X4 2 2 2 6'-0' 6 (2) 20 OR 0) 2X6 5 5 5 8'-0' 8 (2) 294 OR 0) 2X6 9 5 5 10'-0' 10 (2) 2X6 1 4 4 4 12'-0' 12 (2) 2X6 5 5 5 NOTATIONS: A W MER OF 8D NAILS AT EACHI END OF STRAPPIN65 B. NUMBER OF SILL STUDS ON THE FLAT (DOES NOT APPLY TO DOORS) G. NUMBER OF FULL HE16W KING STUD5 AT EACH SIDE OF HEADER D. NUh15ER OF IGD NAILS END -NAILED THROUGH ADJACENT KING STUD END OF HEADER AT EACH SIDE E. NUMBER OF JACK STUDS AT EACH END OF HEADERS (A55 K DOUBLE HEADERS) F. N14X R O' 160 NAILS END -NAILED THROUGH ADJACENT JACK 57U05 TO END OF 51W5) AT EACH SIDE (DOES NOT APPLY TO DOORS) TYP. PROVIDE RAFTER TO KING ATTAOHENT KEN ALI6NED OR RAFTERS AND KINGS TO PLATES N55 AS ETAIL a LEFT XIMPDX $ APOOR 6TRARFIN67 NOTE: ALL STRAPPING TO BE I-V4'x20 6WUGE STEEL OR "51H=..,ON' EQUIVALENT - 0520 (COILED STRAP) (ALL 5TRAPPING SHALL BE INSTALLED PRIOR TO SHEATIN6) BEAM 5PLIGE ERAG TIE AGRO55 BEAM 5PLIGE DE51GN BY OTHERS f '-- SINGLE PORTAL 5YST1:M 1000BLB PORTAL (51MP50N 5TRONG-TIE L5TA) 1. INEIrALL HEADER 5TRAPPING @ EACH END A5 REQV PER THE WFGM 2001 TABLE 5.5. CLIMATIC AND GEOGRAPHIC, DE516N CRITERIA OF THE TOWN OF CUTCHOGUE PER 2010 RE51DENTIAL CODE OF NEW YORK STATE TABLE R301.2 (1) GROUND' WIND 5E15MIC 5UBJEGT TO DAMAGE FROM 1,2 WINTER ICE 5HIELD FLOOD AIR SPEED WEATHERING b FR05T LINE el5NOW TERMITE d DECAY DE516N DE516N UORAYHX h HAZARDS FREEZING LOAD MPH ° "-. , CRITERIA 9 DEPTH TEMP{ REQUIRED INDEX' 20 P5F PH--- . G SEVERE 3 FT. MODERATE TO 51-1614T TO I OPTIONAL 5EE PLANS 452 HEAVYHEAVYI EXAMINER e COPYRIGHT 2014 NEMSCHICK SILVERMAN ARCHITECTS P.C. SEAL: �,RE W. A'9� No. 029086 Q� O PROJECT TITLE: REVISIONS/SUBMISSIONS: DATE: DESCRIPTION: 7/18/14 PCRMrr 1/1.5/15 REVIAOI ,/1RIC0 1220 POTREE RD CUTCHOGUE, NY 11955 DISTRICT: I SECTION: I BLOCK: m •: III I� j I'i1I L l;i JAN 16 2015 ._ ii DRAWING TITLE: PLA/'I & ELEVATIO/y, ' CAD FILE NAME: DATE: 11 NSA PROJECT *: 07/08/1411 14_1800 CODE SCALE: 11 DRAWING NO.: A /VOTED LOT: DRAWN BY: CY-0 01 23.1 ZM USE EVERY OTHER NAIL HOLE U5E EVERY OTHER NAIL HOLE N A ROW TO PROVIDE THE LENGTH IN A ROW TO PROVIDE THE GODS -REQUIRED MINIMUM sn�saysneo,+ls-nets VNw-OVLSTA36 CODE -REQUIRED MINIMUM 12"UP CENTER -TO -CENTER LENGTH coil®sn�tPe/b•oc. eEAG�lRAFIfR Rlc>SEvevr CENTER -TO -CENTER �eSTUD FAG SPACING FOR NAILS RIDS 5PACI NCG FOR NAILS CLEAR SPAN lu 0520 STRAP I o D1 \ 1i PROVIDE MINIMUM -�" o' LATH END 015TANCE 8 edMAILS WRAP PLATE ° EQUAL NUMBER OF 306e DerA/L (51MP50N 5TRON(7-TIE 05) 5PEGIFIED NAILS I. INSTALL 5TRAPPIN6 A5 REQ'D PER IN EACH END THE WFGM 2001 TABLE 2.2A AND 3.38. �era>:7t�e ro 3,4P�TE3 ng 3Ar75Je n� DETAIL tLoeR Jo/srL3R/AS�IkS 67ROIb-7ff Ht OR L WALL T6bM"•BWHRMst L IWAL TO •WOG FM M MW 7001 Tme 0.7. L MAL MM HK OG d-0' 5 5 G5 GO 2��a�+ MAO IQ=E LgrA) FM en"o�Te iecv XALL STR�ARRING VE7AIL5 RA)P TBR TIE VETAILS PIK M N%N 7001 TAME U TMLISM MD TMlt 0.,. HOW DCW FAK 6' w ® AW -YO? BOLT PLAG6�NT EE CONTRAC Ff?Ot/lDE DOf.6f(.E o EACH nE ® ::: DCW ...:: — —D :X—`—, m o e v . . . . . . . . . v : BOL T5 SIN= -ON fV2A EACH AACHOR :: p :: p FR AM* °BOLT o ::Q....v....... Q. . .. .. .. v. .. .... FAMAnoN o .... a 51MP50M o II o 'm e e o ThREADID ROD SILL FLATS SEE PLAN SAID HALL SEE PLAN FOR S1ZF; TYPICAL FOR SIZE t SPACING (4) IOd M4/L5 I �' GONG. FW. GALL EACH . . . Q : ( TYPICAL. �7F) d 1 . "' m AI'C&R BMT �• ' S 4' O.G. (IY1lJ STORY lI5F,1 • ' " ..a 6' O.G. (ONE STORY 1 K.r15E) B 1-21 5/Mp5oN 57RONS-77f 5/h IM 5 6-779 M.,W s 1Y.1'A17 A776W COMM PLAN s Mg* -C AL 72SMME 70.210WY DCTi4/L SIMIMX 573066-719 815444 (ADAM 5/M/Lr4R1 HOLv VOXN VETA15 ;I RAILING S. � f13 P05T ®o W. m TI�u &X75 51MP.•OM NJIO G.J. a 16.O.G. 5/ l (5/hA°5oN 5730�'IfrS-rlL' !°0l (5/NJP'SM 5T30N6�-TIE DR75) Da ftE .ai5r Ns ► uzRICAW Ho rueR/cAn� e F'05r (011 GL1P n l6' � ��� GAGTOR CLIP o !6' AG4 DE EA. SIRE) "MINI •m 5 GO ; m AhL�/l'.R BOLT IST BASE 0)1314' x 11-M M/GRO U210�' 0 4'0.C. (IM STORY h('.Y/5E) H6R- o 16' a 6'O.G. (OtE STORYWt6V (S/MP'WN 57ROM5-77P AWO) J0I5T OOMiW;nON 22DA/L AJ3GH/bF+GK/.LO/5T C.oM OZON D1:TA/L RAMME CE PLAIX COM M770N ZMA/L (5/Ml°50N 573066-711<DM) ffr:ObR coMMnoN DSTA/L Rar7z3i7oP PLA 7V caMWno6 DETAIL APEcx CONNEc TION VETA1.5 RE1W.. COX. SLAB PNNDOH 5/LL W/hdX)!9 5/LL Fi.ASiH/M6 is .,��: <•. 10 Opo ° n ,� , •. ' ,.0. Q 5/h1P50N L5TA36 GALiK HERE PRIOR TO p 0 STRAP o 161 W RaWTALLIh15 'J' GNAVa 1-1 112-111-111— 1 I—III—I I III—III—I I DOWE2X6 SILL PLATE -I I I—I I( I I I—I I I III—I I IJ I—III—III= UTILITY TRIM 1—I I I—I I I I I—I I I I— I I I I I—III= 'III—III III—III— I—III I —III- III—III III ;III III—I I I—' 4)X/0d MAlL5 S z-* 4 corn. ( P� 5/D/N6 LATE) , ' a/6' m AWOR BOLT NTH NAP -LOCK 1 ' : A'W.N FUSNID W INTO Q64R/h05 501E O 6' O.C. O 5 W6H0150 UTILITY 7RIM 6 MIL MO/57U0E BARRIER DRAIM46E PLAN OVER 5IEA 7f/Af5 DITA/L 01" INTrR/OR 82MAT1'ON RIALLISAWA 611 M/66 DCTA/L 5/2166 GL0MATNAPM 5/LL SEAL: AR REVISIONS/SUBMISSIONS: DRAWING TITLE: W c/y DATE: DESCRIPTIOt t tJ NF / 7/18/14 PLRMT 1/15/15 RUVIC/1/• �TNI: A ST A F F IS C O NE C 71 O N 1�)7A I L S PLA/`I & ELEVATION,/' -71 No.029C?% Q'E' SCALE = NT5 �O CAD FILE NAME: ~�` 14-1800 N e m s c h i c k Silverman Architects P. C. PROJECT TITLE: DATE: NSA PROJECT /]RICO "... the business of ARCHITECTURE." RICO 07/08/14 14 1800 17ETAI -- — - _ 1220 POTREE RD SCALE: DRAWING NO.: .-- CUTC�OGUE, NY 11935 33105 Main Rd, Cutchogue, New Yorlk 11935 N TED Phone: 631-734-7007 Fax: 6311-734-7347 DISTRICT: SECTION: BLOCK: LOT: DRAWN BY: h tt P : //www - n s—a r( --h . CO rn 0 COPYRIGHT 2014 NEMSCHCK SILVQ2MAN ARCHTECTS P.C. 1000 98 01 23.1 ZEA