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HomeMy WebLinkAbout30099-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-31293 Date: 11/21/05 THIS CERTIFIES that the building ACCESSORY Location of Property: 440 DOLPHIN DR GREENPORT (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 56 Block 7 Lot 9 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated FEBRUARY 20, 2004 pursuant to which Building Permit No. 30099-Z dated FEBRUARY 23, 2004 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 ACCESSORY GARAGE IN THE REQUIRED REAR YARD AS APPLIED FOR. The certificate is issued to JOHN E & SUSAN HASSELL (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO- 1120091 02/07/05 PLUMBERS CERTIFICATION DATED N/A A rize Sig ature Rev. 1/81 r Form No.6 ---- �r s TOWN OF SOUTHOLD (II '' a BUILDING DEPARTMENT �u�'' SEP 1 2 20% y TOWN HALL j 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 $25.00, Additions to dwelling $25.00, Alterations to dwelling$25.00, Swimming pool $25,00, Accessory building$25.00, Additions to accessory building $25.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy - $.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy- Residential $15.00, Commercial $15.00 Date. New Construction: Id or Pre-existin Building: ,�(check one) Location of Property: d Olay/u l✓E I aou s cI ouse No. St ieet� Hamlet Owner or Owners of Property: O ki �1)�?i ,S$C Suffolk County Tax Map No 1000, Section_ Block—7_ __Lot Subdivision_ Filed Map._ Lot: Permit No. ! / Date of Permit. Applicant:__� ►� y�Q�� Health Dept. Approval: — Underwriters Approval Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ Applt ant Signature Co 3►�93 LONG ISLAND ELECTRICAL INSPECTION SERVICES, INC. 670 MIDDLE COUNTRY ROAD Application No.: 1120091 ST.JAMES, NEW YORK 11780 Permit Number: 30099 (631)265-3075 Block: Lot: Fax (631)265-6057 Section Owner: Hassell Residence Agent: R. Cunningham Address: 440 Dolphin Dr. Address: 1005 North Monroe Avenue Municipality :Southold NY Lindenhurst NY 11757 License#: rc OwnerPhone Agent: No. ITEM SIZE No. ITEM SIZE No. ITEM Slit 4 Switches: 0 SubFeeds: 0 PoolsAbvBlo: 0 Receptacles: 0 Timers: 0 PoolslnGround: 1 GFCI Devices: 0 Transformers: 0 Pools Filter: 0 Dimmers: 0 ACEquipmentCentral: 0 Pools Lights: 5 MadiumBaseFlxtures: 0 ACEqulpmentWlndow 0 CO Detectors: 0 FluroescentFixtures: 0 MotorsbyHP: 0 Disposal: 0 HID: 0 Generators: 0 Metal Halide Lamps: 0 RangeOvenCookTop: 0 WhlrlpoolHotTub: 0 RetrlgUnits: 0 DryerElectric: 0 Microwave: 0 WalkinBox: 0 ExhaustFans: 0 WaterHeaterElectric: 0 ExhaustUnit: 0 CellingFans: 0 SmokeDetectors: 0 SteamShower: 0 DW: 0 TrackLightingStrip: 0 BreadWarmers: 0 Laundry: 0 ElectricHeat: 0 GarbageDlsp: 0 HeatingEquipMotors: 0 PumpMotor: 0 CentralVac: 0 ExltSigns: 0 Disconnects: 0 ChandellerLifts: 0 EmergencySigns: 0 FutureOutlets: 0 ElevatorLifts: LOCATION OF WORK: ❑Basemen W FirstFloor ❑ SecondFloo W Outside ] Addition ❑ Survey ❑ New Const. Comments Detached Garage Wiring Final 2/04/05 /Additions Temporary ❑ OH ❑ UG ❑ Amp: Phase: 1 Volts: WireType: CU Conductor # Meters: MemberLA.E.L Electrical Certificate Certificate No. 1120091 LONG ISLAND ELECTRICAL INSPECTION SERVICES, INC. Certificate Issued on: 2/7/2005 THIS CERTIFIES THAT OUR LOCAL DISTRICT INSPECTOR CONDUCTE N IN TION OF THE Issued to Hassell Residence VISIBLE PORTION OF TH E RIC L INSTALLATION DESCRI D EIN ND IS Address: 440 Dolphin Dr. COMPLIANT WITH THE U NT TIONAL Southold NY ELECTRICAL CO R. Cunningham , 1005 North Monroe Avenue Lindenhurst NY 11757 IAEI Certified Inspector FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 30099 Z Date FEBRUARY 23 , 2004 Permission is hereby granted to : JOHN E & WF HASSELL 360 STEWART AVE GARDEN CITY,NY 11530 for CONSTRUCTION OF AN ACCESSORY GARAGE IN THE REQUIRED REAR YARD AS APPLIED FOR at premises located at 440 DOLPHIN DR GREENPORT County Tax Map No. 473889 Section 056 Block 0007 Lot No. 009 pursuant to application dated FEBRUARY 20 , 2004 and approved by the Building Inspector to expire on AUGUST 23 , 2005 . Fee $ 75 . 00 U ized a ure ORIGINAL Rev. 5/8/02 hO�yOF 80U)y06 �COIINir 1 TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [ OUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY ( ] FIRE SAFETY INSPECTION REMARKS: DATE INSPECTOR 765.1802 BUILDING DEPT. INSPECTION 300 ?Y76E� 765.1802 BUILDING DEPT. 1 SPECTION ��OUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ FI E SAFETY INSPECTION REMARK DATE INSPE 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ L4 FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: A DATE �� e INSPECTOR r . . FIELD INSPECTION REPORT DATE COMMENTS W b C�7 FOUNDATION (1ST) - -------------------------------------- FOUNDATION ----------------------------------- FOUNDATION (2ND) z C) e ROUGH FRAMING& H PLUMBING _ G INSULATION PER N.Y. y STATE ENERGY CODE on FINAL O DITIONAL COMMENTS _ 0-0 U z � A � H O V, z x e b H ,W _ _ 7 _ TOWN OF SOUTHOLD PROPERTY RECORD CARD OWNER STREET VILLAGE DIST. SUB. Al LOT Fi ,55�/ 1 <zb-UJ;r- �o P 1H 1�C .. t. . x.. .' :l s �!1_f 1 .1 //f�� • a �r FORMER OWNER N E ACR. S W TYPE OF BUILDING RES. a)0 SEAS. VL FARM COMM. CB. MISC. Mkt. Value LAND IMP. TOTAL DATE REMARKS 4<0 0tz e lS �S P to I: TTo L�. L-�13(n I�-3sl s v— d 1 1 7 8 Cts S w w e l;v Q Q a /Goo /00cc) Zu o 13 j D 0 8d 16) AGE BUILDING CONDITION NEW NORMAL BELOW ABOVE FARM Acre Value Per Value Acre Tillable 1 Tillable 2 Tillable 3 Woodland Swampland FRONTAGE ON WATER Brushland FRONTAGE ON ROAD J' _ (�Q ��(/✓7 House Plot DEPTH P ^ BULKHEAD s Total DOCK NOON■■ ■■NONE■ONE ■■■■■■■■■ ,,,�'�d„� ti, ,. : • •• NOON■■■ ■■NONE ■■■E■■■■ ■■ SEE MMMMIOMN No I p�I: I�. 1 /�' Et■N■■ t■t■t�■■NEE■■■■■ME■ lit ; NOON ■ ■■■■��::==NN■ NOON■■ . - NOON■■■ ■OtttAt■■N■■■■■■■■■ SEEM NNi�■■ ■NNH■ N■SS! NOON■■M NNE■EM ■e SM ■E ■■ ■■■■ES■�■■■■■■ M■�■■ ■■O■■O ii■i MOMMENENNMMOMEME iii=iii■�=NNNNi=iii __ .. Rooms Ist Floor ®� Rooms 2nd Floor ormer Driveway i SURVEY OF PROPERTY AT ARSHAMOMAOUE TOWN OF SOUTHOLD SUFFOLK COUNTY, N. Y. LOT t6 ��"" 1000-56-07-09 185• aRE SCALE. 1'=30' aF MANN Ln OCTOBER 14, 2003 .77,0210"E WAY $ g BAR _ ORAyEI DRIvE m SET _Y, ORB Za2 uera p,uV v 47 OQ„ WL>J �7 .. . K 0 -+ LOT w 312' No d 5HE0rn e.r-52 V W O ` PIPE SHED cC 0.9w 187.56 886'14 30 WSYED 0 LOT' 18 1 BLUE 'IN DRIVE • P,,t Of NEIVY o�N T.ME,rQ Oifi� AREA=19,425 SQ. FT. pl 0 H'• 49610 [q SVS LOT NUMBERS REFER TO "MAP OF SOUTHOLD SHORES" P.C. 18 FILED IN THE SUFFOLK COUNTY CLERK'S OFFICE ON ANY ALTERATION OR ADDITION TO THIS SURVEY 15 A NOLATION ECON/C SU VEYORS, . AUGUST 29, 1963 AS FILE NO. 3853. OF SEC 770/v 72O90F THE NEW YORK STATE EDUCATION LAW (631) 765-5020 FAX (631) 755-1797 EXCEPT AS PER SECTION 7209—SUBDIVISION 2. ALL CERAFiCAAONS P.O. BOX 909 HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF 1230 TRAVELER STREET SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR 03-263 WHOSE SIGNATURE APPEARS HEREON. SOUTHOLD, N. Y. 11,971 TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILD_Tt1G DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 3 sets of Building Plans ✓ TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey ✓ www. northfork.net/Southold/ PERMIT NO. 3 Cap 9► O Check Septic Form N.Y.S.D.E.C. Trustees Examined C p 3 20 Contact: Approved J 20 Mail to:J ))n S S L 1 IT (p� Disapproved a,c— �/S/e 0LOb/IAJ DJZ, JOVP31oL3 Phone: 7 Ex Drano Bui i g Inspector i.. APPLICATION FOR BUILDING PERMIT TP'' w. ftd 2 0 Date // 2003 INSTRUCTIONS a. This application MUST be completely,filled in by typewriter dr.inand submitted to the Building Inspector with 3 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 montlis. Thereafter, n new permit shall be fcquired. 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. iL 4)�,k (Signa e of applicant or name,if a corporation) �+yojvt_rtilw?�z, So �i�Ll� Ny (Mailing address of applicant) /1 °t 7/ State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder o Wh16 -)?- Name Name of owner of premises 4 N N 1-Cx! 11 C II (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. �Jfv C41-14tt4m+- L"10- ))urK6 1mr Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of d on which proposed wo will be do e: 4VO J) oLMr►) RJve House Number Street Hamlet /� OfE0S10Q.131N:•nq County Tax Map No. 1000 Section b __Block � ie'lild'.ri ftx Subdivision _ _Filed Map No. I-09 (paLt�^E `"�T— (Name) 2. State existing use and occupancy of premise and intended use and occupancy of proposed construction: a. Existing use and occupancy Al 4 I- b. Intended use and occupancy 6J -)Zq e 3. Nature of work(check which applicable): New Building ✓ Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost z n� d 0 O Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 1 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front $ Rear 6 Depth Z Height /Y Number of Stories / 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO Will excess fill be removed from premises? YES NO 14. Names of Owner of premises Address Phone No. Name of Architect Address Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OF — 1 ) HkH � n s t V)) being duly swom, deposes and says that(s)he is the applicant (Name of in 'vidual 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. Sworntp before y f�,f f e this) �� j +"r da of 201 ) IA',V��d �/Ih'1 N tPub is ignature of Applicant WN 11 DOII NeleNo.01D0609532A WN`1W"1� knnExphaJ*1@20 BUILDING PERMIT EXAMINER CHECKLIST DATE REVIEWED: o? !6 /04 APPLICANT: Ap%C� DATE Sl SUBMITTED /04') SCTM# DISTRICT: 1,000, SECTION: 76 , BLOCK:', LOT: _ SUBDIVISIONcS,a �% rQ� ADDRESS: �(�p /off,„ ®!. CITY: d _ZONING DISTRICT: "-'— CONFORMING? Ab BUILDING PERMITS OPEN/EXPIRED: PV CO: Y OR N BP 12SIQ -Z/ C/o Z- 13 Tao , INFO -'5P /BP -Z/C/o Z- , INFO BP -Z/ C/o Z- , INFO /BP -Z/C/o Z- , INFO SINGLE & SEPARATE CERTIFICATION-REQUIRED NOTES: LOTS 40,000SF-100-24.Lot recognition.(CREATED before June 30,1983),UNDERSIZED LOTS FROM JAN.1997 100-25.Merger.(A nonconforming at any time after 7/1/83 REQ. LOT SIZE: ACT. LOT SIZEIJ,�2REQ. LOT COV. o2 )'5k ACT. LOT COV. REQ. FRONT �_PROP. FRONT--,,,- REQ SIDE ACT. SIDE REQ. REAR Z PROP. REAR f REQ. HEIGHT PROP. HEIGHT PROJECT DESCRIPTION: ESTIMATED PROJECT COST: ARCHITEC IN :-: C.ST (Lt ,- WATERFRONT? DESCRIPTION: mac . c,SZ PANEL # FLOOD ZONE: APPROVALS REQUIRED SUFFOLK COUNTY HEALTH DEPT: YES or—(gD(BED #): DTE: / / PERMIT#: TOWN SEPTIC RECEIPT: Y 00 NEW YORK STATE DEC: PRE-DEC 9/1/ 5 or NO ES DTE: / / PERMIT #: SOUTHOLD TOWN TRUSTEES: Yr NO DTE: / / PERMIT #: TOWN ZONING BOARD APPROVAL: YES DTE: / / PERMIT#: TOWN PLAN. BOARD APPROVAL: YES or DTE / / PERMIT#: TOWN HISTORICAL PRE (SPLIA): YES or NEW YORK STATE CODE COMPLIANCE (SEE PAGE 2)(R8 or NO NOTES: FEE STRUCTURE: FOUNDATION: SF FIRST FLOOR: SF SECOND FLOOR: SF OTHER: SF INIT OTHER TOTAL TOTAL 9Fsq SF FEE FEE FEE 1. ( SF)- (_ SF)= SFX$ =$ +$ +$ = $ 2. ( SF)- ( SF)= SF X $ =$ +$ +$ = $ 3. ( SF)- ( SF)= SFX $ =$ +$ +$ = $ FINAL TOTAL: $ S NEW YORK STAVE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC DESIGN CRITERIA: Ground Snow Load: 45 Wind Speed: 120MPH Seismic Design Category: B Weathering: Severe Frost Depth: 36" Termite: M-H Decay: S-M Design Temp: 11 Ice Shield Underlay: YES Flood Hazards: USE/OCCUPANCY CLASSIFICATION: HEIGHT/FIRE AREA: TYPE OF CONSTRUCTION: DESIGN CRITERIA: ENGINEERED/PRESCRIPTIVE FULL FRAMING DESIGN ELEMENTS: Y/N HEADERS: Y/N WALL STUDS: Y/N GIRDERS: Y/N CEILING JOISTS:Y/N FLOOR JOISTS: Y/N ROOF RAFTERS: Y/N LUMBER SPECIES AND GRADE: Y/N DESIGN LOAD CALCULATIONS: Y/N LIVE: Y/N DEAD: Y/N SNOW: Y/N SEISMIC: Y/N WIND: Y/N WINDOW ANL,,DQOR SCHEDULE: MISSLA,TEST REQUIREMENTS: Y/N EGRESS 5.7 S.F.: Y/N LIGHT 8%: Y/N VENT 4%: Y/N NAILING/CONSTRUCTION SCHEDULE: Y/N MEANS OF EGRESS: Y/N PLUMBING RISER DIAGRAM: Y/N LOCATION OF FIRE PROTECTION EQUIPMENT: YIN TRUSS DESIGN: Y/N CERTIFICATION: YIN ENERGY CALCS: Y/N TOTAL COMPLIENCE? Y/N (RETURN TO PAGE ONE) DEPARTMENT OF THE ARMY • NEW YORK DISTRICT,CORPS OF ENGINEERS JACOB K.JAVITS FEDERAL BUILDING NEW YORK,N.Y.1027MO90 REPLY TO JAN 2 6 2004 ATTENTION OF: - Eastern Permits Section SUBJECT: Joint Application with New York State Department of Environmental Conservation John Hassell. 440 Dolphin Drive Southold,New York 11971 Dear Mr. Hassell: We have recently received a copy of the Joint Application for Permit you filed with the New York State Department of Environmental Conservation(NYSDEC). Please be advised we have reviewed the Joint Application, and based solely upon the information provided,it appears that a Department of the Army is not required for your proposal. The Department of the Army regulates construction activities in navigable waterways and discharges of dredged or fill material into water of the United States,including inland and coastal wetlands. If your proposal would involve such work, and has not been portrayed as such in your Joint Application, you should contact this office immediately so that a project-specific / determination can be made as to whether a Department of the Army permit will be required. Any inquires should be directed to the Regulator-of-the-Day at 212-264-6731. Sincerely, VA o R' lA `' Mark Steven Roth Acting Chief,Eastern Permits Section DEC Application No. 1-4738-03311/1 New York State Department of Environmental Conservation Division of Environmental Permits, Region One Building 40 - SUNY, Stony Brook, New York 11790-2356 Phone: (631)444-0365 • FAX: (631)444-0360 Ern M.Crotty Website: www.dec.state.ny.us Commissioner Letter of Non-Jurisdiction- Tidal and Freshwater Wetlands Acts John Hassell January 30, 2004 440 Dolphin Drive Southold,NY 11971 Re:. Hassell Property, Dolphin Drive, Southold Application# 1-4738-03311/00001 SCTM# 1000-56-7-9 Dear Mr. Hassell: Based upon the information you have submitted, the New York State Department of Environmental Conservation has determined that your property at 440 Dolphin Drive, Southold, SCTM# 1000-56-7-9 is more than 100 feet from regulated freshwater wetlands. Therefore, no permit is required u/n:ier the Freshwater Wetlands Act(Article 24 of the Environmental Conservation LarN). i In addition, the property is more than 300 feet from regulated tidal wetlanc:s as shown on Tidal Wetlands Aerial Photo Map # 718-550, and is beyond the jurisdiction of Article 25 (Tidal Wetlands). Therefore, in accordance with the current Tidal Wetlands Land Use Regulations (6NYCRR Part 661)no permit is required under the Tidal Wetlands Act. Please be advised,however,that no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary, as indicated above, without a permit. It is your responsibility to ensure that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and your project (i.e. a 15'to 20'wide construction area) or erecting a temporary fence,barrier, or hay bale berm. Page Two Please be further advised that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies. Sincerely, Mark C. Carrara Permit Administrator cc: MHP BOH File i 3beth Thompson, Architect Mercer Street B-806 ElizabethThompsonArchitect.com v York, NY 10012 P. O. Box 464, Orient, NY 11957 /fax 212-614-7180 1.0 2 22U Tel/fax 631-323-3873 1 Nov. 18, 2004 Gary Fish, Bldg. Inspector Southold Bldg. dept. Southold Town Hall Annex Southold,NY 11971 Fax: 631-765-9502 Re: Hassell Residence 440 Dolphin Drive Southold,NY Dear Gary, This letter is to notify you that I have made a site inspection of the Hassell residence at 440 Dolphin Drive, Southold. I can certify that the hurricane strapping is in place and properly installed in accordance with the NYS Building Code,in the garage currently under construction. Ifyou have any further questions in this matter,please contact my office. Sincerely, {y l' YYY sA Elizabeth Thompson Cc: Hassell SURVEY OF PROPERTY N AT ARSHAMOMAQUE TOWN OF SOUTHOLD LO 16 SUFFOLK COUNTY, N. Y. �� PIPE ? 1000-56-07-09 g5.00� SCALE: 1'=30' WN OCTOBER 14, 2003 °F U MAY 12, 2004 (FNDTN. LOC.) N��•02.10PE: 0 �p0 gIR9 V —C REBAR 24.0 pRA`XL DRI'XWAy m -3 / V SET ,W!DE c FOND Q' CURB Z ftp DItG W DR 28.2 S _ o 'mMETA O NLn / Os DL L O mW© Flt. �-p7 17 16.4 N 33.2 O t� p '+ O� 0 I . SHED � FV TN' � O C Z D 18.T 5.3,N 0� ;9.5tij vZ > q / O O o PIPE SHED D.9w 187.56' PIPE 586'14'30"W 3WED N O O LOT 18 P _ � BLUE d{ , ARLIN DRIVE WUI` f&2 5 2004 of NEW),o :G ��A � BSL' '§'T2CCF TOWN OF D AREA=19,425 SQ. FT. LIC. NO. 49618 LOT NUMBERS REFER TO "MAP OF SOUTHOLD SHORES ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLA77ON P ONIC S S, P.C. FILED IN THE SUFFOLK COUNTY CLERK'S OFFICE ON OF SECTION 7209OF THE NEW YORK STATE EDUCATION LAW. ( 31) 765-5020 FAX (631) 765-1797 AUGUST 29, 1963 AS FILE NO. 3853. EXCEPT AS PER SECTION 7209-SUBDIVISION 2. ALL CERTIFICATIONS P.O. BOX 909 HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF 1230 TRAVELER STREET 03-263 SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR SOUTHOLD, N. Y. 11971 WHOSE SIGNATURE APPEARS HEREON. �1 SII �r tln �I,Op 6 ��n Sr Oa �r,01r �( UP IJP - POOP 6X15'( - r7PGNIMGI - - 0 -� pof&.-Wo_H-ANOP.zll�-j par- - - --'fo-K MAK N.,I-A"6 \q4 pIlU15H G1P-ARE II = 4UP ZOOM 5{xj GfDA2 �j / Ex1st up 4 I �I Y 1-�.lrn DLs•GG _6xl�fru�i �, In ILII S ,Ln q1,n II 3i,pl y,I,,I II �t-1m�`� � V��p II LI ,� 31,o1I DIS UP fwfR l wE 4N2u _ NEw pop)-- mi� I I ' 2 uP ' l KI III A 144 _I` 4N�-__ vN a — 3b"x'lgn .19 C11�Hf�F -bED2ooM --. M BIiH- - d - % k�fUkE� sO36 %H D¢�2 CSu�kG 2 3/A"- Y"EFS"P691�D� - LK I i rI 2 1 r( Job Date rov,-4ILfo Elizabeth Thompson . Architect qqo POLPNW pmf; '51ple3 250 Mercer St. Suite B 806 Title Scale New York, NY 212-614-7180 rl vbr FLOOR. PL4N _ /q 11,1I,011 10012 ETAichitect@nyc.rr.com L7 8�2 't�V21 aro BEPNJ� wvw div � 91Z T\Y2q 91n2 uvlq \� vUW ❑ G�v�� RItiH'f 4FINGE DooR- - I SoufN �I.�V.d.'flo_N 5 -- � v21v3b 13 PIP] L—I Lj P5 510 I, - - - — - - — — — — - - - n„ a; 5 Job Date rem' 1204 Elizabeth Thompson . Architect 9jo Dol,MiN DpwE 8�i]lo 250 Mercer St. Suite B 806 Tille Scale New York, NY 212-614-7180 SOUTN \\ms-r /Q 11 1 mil 10012 ETArchitect@nyc.rr.com �LEvA?Io NS T4 _-_ _ __ fuM�D DIIZEGTIdI i all Zx� PMzf111nN �U I U o I I /L THi - io �uvN6G 5Et 5�8 PLY�uG st}t 4 U A6" luto �XISfIUf1 -R-19. IM4uG_ �- N i I �- eAPE(1YP) K 9-2K10 �V-L- L I 0 -67AWlhPAcE44 M •� Ii I I I I I I c 2. Z7,1D / � C- ISI-GILL -PL/I+I-1- _ 'UJ - 114,lJ ll'�ll _-- - FLO '(D pk P:F1 WAv, *,"10W bC54I. 1 p �E`1 DE OR. Fou�IDA=11n}a 3- \VAW(fIP) a 3/gi1.Fo 1 I I '1 - - - Ib": nlc;----- ---- — — — - I (ky,lof I W 61 CUM V,PAa 3-2xlG PIe2 I 2x1'%1' EXSKrtiflt Z o nv , II 11 I I . z G _ - d I _ - ---- -- - - - -- - - - - - - - - - - - - — � Ii _ ---�- - `-- - -- --- - -- -. - - - - - l AeouuD GLuE ort ��1 �IvfE; Uy6-Tq.�1E�_LllMFSER�_lU �ku,_EXPOSED_ _I,a1ATIp�IS - � 'r, �~ I; , �\ N' I_ FriuURA (IOp -144-1 �I?;HW PL4w- -rV1H'IM4-- FLAW 'I ' ` µ f -- - Job Da}e fev.410816+ Elizabeth Thompson . Architect _ IMo Pmr4W DPAV5 8/21/63 7 250 Mercer St. Suite B 806 Title Scale New York, NY 212-614-7180 h(2UGTU24L PI�cM.IS AS WofcP 10012 ETArchitect@nyc.rr.com - I r AROVED AS NOTED ' DATE" 'BY �(�1L.. - - . - BU10ING DEPARTMba AT . ' - NOTIFY � - ;,•r - 765-1802 „8 M TO. 4'14 FOR,THE FO6LOWING INSPECTIONS: ' LFOUNCATION•'TYPO REQUIRED - - F. POURED "CONCRETE - -' 2.-ROUGN -'FRAMING 6 PLUMBING 3 ;INSULATIQN - _ CONSTRUOTION MUST - '— ¢;FINAL ' . - - BE COMPLETE-FOR C.O. ALL CONSTRUCTION SHALL MEET THE - _ :REQUIREMENTS OF THE CODES OF NEW ',YORK STATE. NOT RESPONSIBLE�FOR DESIGN OR; CONSTRUCTION,ERRORS.. COMPLY WITH ALL CODES OF NEW YORK STATE & TOWKCODES AS REO IRED AND CONDITIONS OF SOUTHOLD TOWN ZBA SOUTHOLD TOWN PLANNING BOARD SOUTHOLD TOWN TRUSTEES N.YS.DEC ALL CONSTRUCTION SHALL MEET,THEAEOUIREMENTS,pFTHEs ` CODES OF NEW WYO'Rk STAFE;; KM �ntLTt+WIT N � KM 1�uMAP'46"COMPLY' H - FLOOR DAMAGE PREVENTION , g T wF _ UT}IOLD OWN CODE - — -- - ---- CERTIFICATION OF . a - I' NAILING &CONNECTION S p > N REQUIRED. p g. z , OCCUPANCY OR USE IS UNLAWFUL OF OCWITHOUT CERTIFICATE - - CUPANCY I UNDERWRITERS CERTIFICATE; REQUIRED 7- 7-- A _ - d Rh I ) 0 L - i NE1y r .,7M1 'i ;., .,,,,� ,Ire `.i' r� :: `ti. n• - P� U34P541 .�� v , �RPE6S v I a r ;IOpP l I � I i r' n L. r L Y I r;' A I � IV 4 44xNed a� Ij t7L ! � IE X �x10C F+ �u0,L 4sprA5T- P . I _e q I'IkL Aj 'f2, e k-,=62 lt?42 W 7_9:);4^.4''-VL✓fiEE W c u � ar�vG = 1 If ri m e r-, 'f - ,. , GENERAL CONSTRUCTION NOTES GENERAL FRAMING NOTES 114W IL-IND G SCHEULE - 1.The information on this set of construction documents is to relate tipple design 1.All Wells,2x4 and 2x8,to be stud grade or better 16"01c. All other framing material !TABLE 3.1.-INCLUDING 3 3 AND 3.8 -�'- _ _ __ _ __ _ intent and framing details. They are Intended as a construction aid, not a substitute to be M2 douglas fir or better. 1906 8BC HIGH VJ IND EOITIO-iY WOOD FWE CONSTRUCTION MANUAL - for generally accepted good building practice and compliance with current NEW York JOINT DESCRIPTION 'NAIL QUALITY NAIL SPACING state building Codes. The general contractor is responsible for providing standard 2.Allwood framing in contact with concrete or masonry to be pressure treated. construction details and procedures to ensure a professionally finished,structurally NoCiFFRAM RG - - ._ _ _ - - sound,and weatherproof completed product. 3. Provide double floor Joists under all walla parallel to ftoorjoist span direction unless RAFTER TD TOP PLATE _ rTOE NAILED aT6FWkL a-8 PERRAFTER-_-- _ ._ otherwise specified. OE_ILINO JOIST TO TOP PLATE },TOE NATLED __. Y- 10 WA-L L 4 atl PER JOIST (7 2 General Contractor to coordinate all sub Contractor,scheduling of work,and T - - - _ - - ----- O interaction between trades. 4. Provide x-bracing or solid blocking at a maximum of 8'-0"etc for all dimensional CEILING JOIST TO PARALLEL RAFTER VrACEN_AILED - _ SEE TABLE 3 T- - EACH LAP - - _- _ Z 10 0 WALL 4 etl PER RAFTER F WmbBrfloorJOI6I6. COLLAR TIE TO RAFTER _ FACE NAILED _ $EE TASLE 3] EACH LAP jyLUUU O W 3.The general contractor is responsible for ensuring that all work and Construction -C - - T - --- ENO NAILED 2-etl ETCH ENO __ - .-__ _ - _ „ 6 Iy p J S. Floor construction:2/4" and groove plywood subfteor. finished material to be CEILING J019TLAP90VER PARTITIONS FACE NAILED- _ __ BEET - - Q ^ I WI ABLE 3 4 PER TIE _ Z BLOCKING TO RAFTER TOE NAILED ___ 24d- - _ _ _ __ _ _ _ _ _ _ meets or exceeds Current federal,state,and local codes,ordinances and regulators, RI"M_a OARD TO RAFTER _ _ - - _ - etc. These codes are to be considered as part of the specifications for this building applied over subftoor. Glue and screw plywood decking to fioorjdets. - - - TFAGE _-ILED _ ._- _ - - :}e_a ---_ 3oB1rs -EaDN s1oE - and should be adhered to even If they are In variance with the plan. WALL Fp ANIING S.All Window and door headers to be minimum(2)2x10 Unless Otherwise specified. TOP PLATE TO TOP PLATE H'ACE NAILED 2-1Gtl PER FOOT 4. Dimensions shall take precedent over scale drawings(do not scale drawings). All interior headers to be(2)2x10 unless otherwise specified. HEADER TO EADERR9ECTIONS_., FACE NAILED 41811 18 O/C ALONG EDGES 5.The designer has not been engaged for construction supervision and assumPER f�R STUD— es n0 7. Provide Rill 9011d blocking under all bearing tuella. TOP OR apTTOM-PLATE TO STUB END NAILED =___ -3_1!tl _ - PER 2 6 STUD _ ._ _ _ _ _ __ L', • �� responsibility for Construction coordinating with these plans,nor responsibility for BOTTOM PLATE TO FLOOR JOIST. - - - -1'1stl _ -PER 2 x STUD STUD TO-STUD FACE NAILED_ _ _ __ blas _ _24 construction means,methods,techniques sequences,or procedures,or for safety B.All beams to have adequate bearing at Each and or as specified. - - - precautionsandprogramsinconnectionwith the work. There are no warranties fare BA- --NOJOIST, END JOIST OR BLOCKING (FACE NAILED _ „ - _?-ted , PER FDOT specific use expressed or implied in the use of these plans. 9 All flush beam and joist intersections[o have galvanized hangers. - - --- --- _ _ _ - - ._ - - f ----_- - - -_. FLOOR FRAMING t _ 6. Rater to floor plans,exterior elevations,and window schedule for types and sizes or 10.Typical exterior walls and roof to be sheathed wIN'h"exledor grade plywood or JOIST TO 91LL TOP PLATE, OR GIRDER TOE NAILED 4-atl PER J END --- windows. All windows to be Andersen high performance quality or approved equal. 7/18"OSB plywood,group 1,APA rated. Plywood to span over all plates and BRIDGING 7O iohsT TOE NAILED - zea EACH END - W 7•' BLOCKING TO JOIST __ TOE NAILED s-ae EACH END headers. BLOCKING TO SILL OR TOP PLATE TOE NAILED 3-16dEACH BLOCK _ J 7. Door and window headers to align unless Otherwise noted. LEDGER STRIP T06EAM _ __ _ JFACE NAILED_ 3-16d -- EACH JOIST - , ._ IW'� Z 11.Provide insulaRon baffles at save vents between rafters. JOIST btu LEDGER TO BEAM _ ITOE NAILED _ _ 344 PER J019T li 8. General contractor is to ensure that masonry and prefabricated fireplace BAND JOIST TO JOIST IENO NAILED _- 3-16d _ PIER J01$T -- _ _ - construction meets or exceeds all manufacturer's specifications and applicable Codes. 12.Exterior flashing to be correctly installed at all Connections between roofs,walls, sA in JoisT Td siu OR Top PLA_TE --:TOE - -z-lea _ PER Foor _ -t _ _ _ _ _ _ __ . . . _ _. _ _ _ ZI Chimneys,projections,and penetrators as required by approved ConetroC110n ROOF SHEATHING - EpGES AND R- INTERMEDIATE SUPPORTS IN THE 9.General contractor to consult and Coordinate with the owner and the plans for all - practices. etl PANEL FIELD ~ STRUCTURAL PANELS PANE OR ZONE - 1s O/C -E"AT PANEL EDGES AND 12" - '= 1 1'PERIMETER EDGE ZONE -tfi' OIC-a"AT PANEL INTER built in items such as bookcases,shelving, pantry,closets,etc. OI 13.General Contractor to provide adequate eRic ventilation and roof vents, - 1 _ -- __ . . - 10. Provide hardwired smoke detectors,with battery backup,on all loom and in each etl AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD bedroom,verify with local Code requirements as per Section R317, NEW York State 14.Provide appropriate soffit ventilation at overhangs. FOa OOF SHEATHING W(THIN 4•A"OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4'-e" ON EACH SIDE OF THE ROOF PEAK, THE 4'-0•• Residential ConstruclionCode Install carbon monoxide detectors as per Code. GENERALPLUMBING NOTES PERIMETER EDGE ZONE ATTACHMENiREOUIREM ENT$ SHALL BE USED. _ ----- - -- i 1.Plumbing subcontractor to be responsible for adhering to all applicable code and CEILING SHEATHING _-_ _ _ __ -- _ -- --.-. - - - GENERALFOUNDATIONNOTES 9 9 p GYPSUM WALLBOARD _ --__ 5a COOLERS � . _ i` EOGE 11o•_FIE r` apiary requirements. - - uD 1. General contractor to review plans,elevations,and details to determine intended WALL BREATHING , ._ - - - - p heights of finished ftoor(s)above typical grade. 2.If wall plates or joists are cut during the installation of plumbing fixtures or STRUCTURAL PANELS - - ad 4 EDGE ZONE - 19 O/C 8"AT PANEL EDGES AND iT' Q. eui mart roVldE bracing to be framing back together. -. -- _ _ ______ _ AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD _ Z P, q p P g 9 "" -- - "- ' - -- etl -INTER3R ZONE 1a 'O/C a ATPANELE DGESAND 12- W LU 2.All footings to rest on Urtli6tUfbEd 9011. _ _ ___ - AT INTERM E DIATE S UPPORTS IN THE PAN EL FIE LDW Go _ _ _. _ GENERAL HVAC SYSTEM NOTES FIBERBOARD PANELS - - - Tne` - - ea _:,3^ EDGE /e" FIEiD _ „-_ _ -, _- _ _ m 3.Provide 1k"expansion joint material between all concrete slabs and abutting "-- - -_ -__ ad _ __ a' EpGE /5 FIeLo - _ .-- - - _ Ur DO - -' -'- SO COOLE RB _ _ T EDGE/ 10" FIELD concrete or masonry walla occurring in exterior or unheated interior areas. 1.Mechanical subcontractor is responsible for adhering to all applicable Codes and orvsuM WAL�B6ARo - _ - - - - - - . safety requirements. eE - 4'EDGE 20 NE -is OIC -a'AT PANEL EDGES AND 12" 4. Concrete on 4"send Or gfaVEl All minimum,Wan 6x6-10/10 Wlre mesh rsirfprolOQ. HARDBOARD - AT INTERMEDIATE SUPPORTS IN THE-PANEL FIELD � Z0 Interior slabs to be placed on 8 mli.stabilized polyethylene vapor berrier. 2. HVAC subcontractor to fully coordinate all system date and requirements With the equipment supplier Z n Z � 5 Provide crawl space ventilation per local code requirements. 3. HVAC subcontractor to provide final system layout drawing and submit it to general 6.General contractor to install cop-r-tex(or Copper)sheet metal terrnke shields contractor,ovmer,and equipment supplier for final review and approval. 1 DO between all Wood surfaces that are exposed to concrete or masonry surfaces. NEW CODE 1- - STABLE 34 7. Dampproof exterior of foundation with a bituminous coating as per code and soil __ - _,__ WIND 1935 SEC HIGH EDITION WOOD I. L-._. conditions GENERAL WIND PROTECTION CONNECTION NOTES FRAME CONSTIRUCTON MANUAL - i1BB5 SBC HIGH WIND E01710N WOOD FRAME Adapted from Standard for Hurricane Resistant Residential Construction;SSTD 10.99 RAFTER SPACIING IS OX-1- _ 'ICONSTRUCTION MANLWL, - - ,-_ ,C`W'�'�ApGE�WDESMC� and 1995 SBC High Wind Edition Wood Frame Construction 12D mpn FASTEST W INDSPEEDVIIE_ - - RAFTER SPACING 16'Qlb THERING3 SEVERE GENERAL FLOOR PLAN NOTES Fasteners and Connectors for Wood Frame Construction I ROOF PITCH ROOF SPAN ' - ROOF ROOF NUMBER 1 ALI 28 FRCSTLINE DEPTH 3-0' 1 Dimensions shall take precedent over scale drawings(do not scale drawings). 1.A Continuous load path between footings,foundations walls,floors,studs and roof PITCH SPAN (R) OF NAILS 3:12 5 8 11 1 TCRMI E MODERATE TO HEAVY framing shall be provided. 412 12 - __ - - .? 412 4 8 8 11 ----._. 41 -. DECAY SLIGHTTOM00ERQTE 1 All Interior walls to be Covered with'R'gypsum board with metal comer reinforcing, _ _ 1B _ _ _4 Tape,float,end sand(3 coals). 2.Approved connectors,anchors and other fastening devices not Included in the _ 26 _ _d 5:12 3 5 7 9 WAR DESIGN�� 11 fO Standard Building Coda,Table 2306.1 shall be Installed in accordance with - __ _ __ - - 24__ _-B 7:12 3 4 5 8 AS ^ K 3 Walls Common to garage and house to have a layer of 518",fire rated gypsum board manufacturer's recommendations. _ 28 7 912 3 3 4 5 ICE SHIELD UNDER- PER MANUFACTURERS ,0 W -- ._ . _ 32 a 12:12 3 3 3 4 LAYMENTREQUIRED SPECIFICATIONS I STATE CODE ���111 at garage side with 5'-0"return on adjacent walls and ceiling. Manufactured lumber ------- -- ---- - ----- - LU requires 2 layers of 5/8",fire rated gypsum board. 3.Metal plates,Connectors, screws,boles,and nails exposed directly to the weather or 36 - FLOOD HAZARDS W subject to salt corrosion in costal areas,shall be stainless steel or hot dipped _ ___ 5:1_z H - 1 z _ _ 3 V 4.All bath and toilet area walls and ceilings adjacent to wet areas to have water galvanized _ -- _ _ 4 Z resistant gypsum board, or wall the set on wondemoard or equal. -- -4 _ 4.Where windows and doors interrupt wood structural panel sheathing and siding, --- ----- -- - --- - - 5 6 SOUTHOLD BUILDING DEPARTMENT CRITERIA O DESIGN LOAD CALCULATIONS framing anchors or connectors shag be provided at the top and bottom of cripple -- -- - - _. -_,__7studs,header studs,and at least one stud at each side of opening. ------- --- - y 1 OCCUPANCY CLASSIFICATION R-3 RESIDENTIAL-SECTION 310 BUILDING CODE N.Y.S. -JMINIMUM UNIFORM Y DISTRIB D LIVE LO lbs _ _ 6. 12 3 USE DWELLINGUNIT-SECTION310-310.2 1 5. Rltlge straps shall be attached to each pair of opposing reflate except where CollarEXTERIOR BALCONIES A204 __ - . -- --- -32HEIGHT -- ITT. Z DECKS ties of 1x6 or 2x41umber is located m upper thiM of attic apace and altech to each pair ._ _ 4 ATTICS WITHOUT STORAGE of rafters. B FIREAREA (s� 384 SQ. FT.,TOTALr',..1; WATTICS WITH STORAGE 6.Uplift connectors shall be provided et eachrefterbeanng. __ _ _ _ _ 5 3TYPEOFCONSTRUCTION WOOD FRAME CONSTRUCTION �"I 2 ROOMS OTHER THAN SLEEPING ROOMS __ _ _ az - .__e 4DESIGNCRf1ERUl PRESCRIPTIVE DESIGN - 1995 HIGH WIND EDITIONWFCM Q� O SLEEPING ROOMS 7.Floor to floor hold-downs to be provided every 48,and every i6"within 4'of exterior 38 7 _ comers. 71.2.12_12 _ 12 z 5 FRAMING RIA SEE FLOOR PLANS AND SECTIONS H CRITERIA FOR CALCULATION OF DEA LOAD _ _ 16 3 6 DESIGN LOAD CALCULATIONS PAGE ACTUALWEIGHTS FMATERIALS R F E N E O .I. 8.Sill Plate to Foundation Anchorage. Sill plate shall be anchored to the foundafion __ - - _ .. _ -- - 2o .-- - - 4 7 WINDOW AND DOOR SCHEDULE PAGE 3 ARCHITECTURAL GRAPHIC STANDARDS with anchor bolts having a min. bolt diameter of 5/8"and 3"x 3"x 1/8"washem. A _- __ _- - - 28 5 8LOAD PATH SEE SEC TION "A" minimum of one anchor bolt shall be provided within 6 to 12 Inches of each end of _.__- .___ - . . - 32 - - - B " SNOW seen plate. Anchor bolts shall have a minimum embedment of 7 inches in concrete/ - . .._- _.._ _. _ . _ - -_ -- 9 NAILING SCHEDULE PAGE 4 GROUND SNOW LOAD 45 His. masonry foundations. Anchor bolts shall be located within 12 inches of comers and at 35, s 10 EGRESS spacing not exceeding 4feet oncenter ___ -- ---- -- - - -- - -- - - I 11 PLUMBING RISER DIAGRAM WA 1 SEISMIC DESIGN CATEGORY s - _ 12 FIRES DESIGN D WA THESE NOTES ARE GENERAL CONSTRUCTTON NOTES. THEY ARE NOT 13 TRUSS DESIGN DRAWINGS NA I r' w WIND SPECIFICALLY WRITTEN FOR THIS PLAN. THEY ARE TO BE CONSIDERED AS 14 ENERGY CALCULATIONS NA V' 9-{ v ,� 'C> WIND SPEED 120 mph GENERAL GUIDELINES ONLY AND SHOULD BE DISCUSSED WITH YOUR O E A P O S U R E C AT E G O R Y S GENERAL CONTRACTOR BEFORE CONSTRUCTION BEGINS. �FESSIONP � vi:N i STRUCTURAL WOOD PANELS FOR WIND-BORNE DEBRIS PROTECTION FOR WALL OPENING PROTECTION OPIFHEIGH9ECONONINDD11616 --6—O �-�L_-�_E----/�../_� ._.—__ __ "---- ____ __ ------""--- -"T- - -1-""--- ---- - "---"-- - --L III it IMA%IMUM MEAN RDOF HEIDHl 36) WINDOW AND I]yyR SCHEDULE — MULTIPLE SECTION ASSEMBLY:114" EFiECHVEl THICK BOLTS TOCCLEAR OPLNIIN(� AREA N]ND ZONL PRE"SURI, PRESSURE sHurl ER SIZE NII I I I� 18310 NA OUNE 2.88 4.56 10 5 25.9 -34.7 50% y.0^X4'.4�� CTN 30 CIRCLE TOP WA 2.8 10 4 - 25.9 24,7 70 3'-0"X2'-0" L6 I Iw i I CALL VJINDOWS_TO BE ANDERSEN_HIGH PERFORMANCE OR APPROVED EQUAto L-- ---- -_--_, _-_--"----_--.--- -._- -_- '-_-- "--" -"--- --- _ - -" --I ur Q a Ilw LCUV1110NS_FOR WINDOWS BASED UPON EXPOSURE B _ _ - _ ITH 1 TABLE R0COEFFICIENT1(2)NEW YORK STATEIBUILD NGrCODE_AS PER --- _--_ - E ----- . MOETS NYS B E BPACE6T­ -ffG—RSS REQUIREMEN75 . . --. _- 13I U I'a } F— _ __ _ MUST DP UPGRADE KIT. F R HABITA -'- _ CUSTOM GRILLES -SEE ELEVATION ---- ------ WALL OPENINGS INCLUDING WINDOWS AND DOORS SHALL BE PROTECTED WITH REMOVEABLE 5/8"WOOD STRUCTURAL PANELS -------.._--'----._._ ..�-.--___--.--. CC-B ------ --'--- 1WITH MAbMUM OF_8'-0"SPAN. FASTENERS FOR SPANS UP TO 6'-0" SMALL BE_2 112-#8 WOOD SCREWS AT 18" OIC, FASTENERS__ - --"--" -` ! �^�'• ICOR SPANS UP TO F-D' SHALL BE NARROL NE WINDOWS MUST USE: -#8 AT 12"O/C. ABLE-_36-1.2.1.2 - - I - -- "---�- -_ ----""-- --- "_ ""- -"-- 112 HEIGHT SILL STOP (QR§TOOL)AND THE ADDITION OFA 112"X 3l4" DP UPGRADE SILL STOP. (SILLSTOPS TOTAL A 1-1/4" _ _ " -- HEIGHTANp REQUIRE THE INSTALLATION OF A SPECIAL$ASH LIFT INCLUDEp WITH DP UPGRADE SILL STOP KIT.) ---_ -'-" " -- �- (_ - �.. _ - IIF ALL UNITS MVST MEET OR EXCEED THE MINIMUM DESIGN PRESSURE REQUIRED, ANY MULLED UNITS MUST MEETOR,EXCEED6169TIMES THE DESIGN PRESSURE REOUIREDAND MUSTTRANSFER LOADS TO THE ROUGH OPENING SUBBTRAiE. REFER TO SECTION R 1609.1 41FOR ALTERNATIVE OPEN NG PROTEC ONORK STATE REBID L L CONSTRUCTION 11 — — _ — — — - -- _ a 0 a 4 Z r r _ LUv SHUTTER ASSEMBLY U N.T.S. 0 t0 FOR PANEL SPANS:0<4'-0"WIDE SPAN ' TABLE 1606.1A p } o 0 OZo 23/32"APA SPAN-RATED 46/24 SHEATHING GRADE PLYWOOD(OVERLAP AROUND OPENINGS 4") � r USE AC GRADE W/2 COATS EXTERIOR PAINT 2 SIDES,4 EDGES. Z r LABEL ACCORDING TO LOCATION. Q M ASSEMBLY ATTACHING STRUCTURAL PANELFASTEN TO BUILDING w1#8x3"(w/WASHERS)GALVINIZED OR STAINLESS STEEL WOOD SCREW @ 16"O.C.OR BETTER ALTERNATIVE FASTNER FOR SHUTTER TO BUILDING: #10 TEE NUTS ATTACHED TO BLDG.w1#10x 1 Y2"(W/WASHERS)MACHINE BOLT @ 12"O.C. WHERE SCREWS ATTACH TO MASONRY OR MASONRY STUCCO,THEY SHALL BE ATTACHED UTILIZING VIBRATION RESISTANT ANCHORS HAIVING A MINIMUM WITHDRAWL CAPACITY OF 4901bs. l SHUTTER ASSEMBLY 4-4 N.T.S. o FOR PANEL SPANS:4'-0"OR WIDER SPAN ^ 0_ F_ ( SPECIFICATIONS AND ASSEMBLY IDENTICAL TO 0<4'-0"SPAN. LU,x`"`"11 NOTE ADDITIONS: U 2x4 STRONG-BACKS @ 24"OC Z ASSEMBLY 00 1) PREASSEMBLE PLYWOOD TO 2x4'S;#10x3"(w/WASHERS)OALVINI2ED OR STAINLESS STEEL 0 WOOD SCREW @ 12"O.0 U. LL ALTERNATIVE FOR OPENING PROTECTION Q WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS ON A D TWO ANDY BUILDINGS, PANEL SPAN OF 3'-0" LU SHALL BE PERMITTED FOR OPENING PROTECTION IN ON AND TWO STORY BUILDINGS. PANELS O SHALL RE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED (REFER TO SECTION 16DR 1 4 AND 1609 B 5 AND TABLE 1609.1 4) TABLE 7609OF Orly. W INDBORNE DEBRIS PROTECTION FASTENING SCHEDULEDULE FOR WOOD STRUCTURAL PANELS FASTENER SPACING INCHES J n PANEL SPAN 12' 2'-D", PANEL 4'-0",PANEL 16-4-,PANEL FASTENER TYPE 0" SPAN <9'-0' SPAN<6'-p" SPAN<4'-0" R " m " I 7S Yi 21/2" %B WOOD SCREWS 16 16 12 B � �, w$ 032184-1 U YOp �r 21)2" k3 w000 SCREWS 16 16 t6 12 g0FES3Y0tdP� A THIS TABLE IS BASED ON A MAXIMUM WIND SPEED 13 SECOND GUST)OF 130 MPH AND MEAN ROOF 11 8FAHEIGHT OF FASTENERS SHALL LESS /I i ) I, a W STEN ERS SHALL BE INSTALLED O OPPOSING ENDS O THE WOOD STRUCTURAL PANEL V C WHERE SCREWS ARE BRAATTACHED E TOMASONRY CHOR MASONRY/STUCCO, ITHDRAALL BE LFI LL , CAPACITY UTILIZING VIBRATION RESISTANT ANCHORS HAVING A MINIMUM WITMDRgWI Lo CAPACITY OF 490 LBS D. : RIDGE RAFTER __— O o i USP RS250 AT 21" zI{I 2 � i W R Q BIW A _ RAFTER/RIDGE/RAFTER_ . WITH_Cr - 'I KING STUDS RAFTER - _.__ -0 RIDGE- -- RAFTER— STUD -- W }O USP RT16 OR(2)RT7------ -- - C9 J HEADER -- -� W RAFTER ------ TOP PLATE- TOP PLATE — �� Q y Z USP RS250 AT 21 - USP RS250 AT 18" USP RT3 --- C7 y p USP RT20---- Q USP RS250 AT 12" - W USP LS OR TMU IES- WALL STUD WALL STUD --- fl CONNECTION USP PRODUCT NUMBER Z _ __.._--_ F JACK STUDS -- -O A RAFTER/RIDGE/RAFTER WITH CT" R525021" Q RAFTERIRIDGE/RAFTER WITHOUT CT RS25621"+LSSH179 :-: -- B RAFTER/PLATE/STUD RT20 r.I RAFTER/PLATE RT16 or(2)RT7 PLATE/STUD RS250 18" Al RAFTER/RIDGE/RAFT_ERw/ocT B `}RAFTER/PLATE/STUD- B RAFTER/PLATE - _ PLATE/STUD_ — HEADER/STUD RTs ---- -- – – C _kHEADER/STUD ..HEADER/JACKHEADER11ACK STUD R5250 IZ' 00 D FLOOR TO FLOOR KLFTA or RS250 36" ---' - E STUD/PLATE/SILL RS250 36" d p STUDIPLATE RS250 16" Z PLATE/SILL MPBF W V F ANCHOR BOLTS STBi6 G POST ANCHOR FOR DECKS PAU SERIES U `"' a0 POST ANCHOR FOR COVERED PORCHES CBE SERIES 0 Z p :--- --__ - - -- . - --_. . . _.. ..-...._.: Q Z p 110 OR 2XA 16'O/C COLLAR TIES MIN � � n Z m POST-- USP CBE 99 P.C.FOOTING -- - OP 2ND.FLOOR WALL STUD--- ) 2ND.FLOOR WALL STUD 1ST.FLOOR WALL STUD--- E7 1ST.FLOOR WALL STUD--- EJ w W 2ND.FLOOR PLATE— 2ND.FLOOR PLATE G POST ANCHOR FOR COVERED PORCHES z SUBFLOOR ----- SUBFLOOR - --- - 1ST.FLOOR PLATE- 1ST.FLOOR PLATE---- ' -- - U RIM BOARD=- - - - RIM BOARD SUBFLOOR -- -- SUBFLODR--- Z USP KLFTA ----- - USP RS250 AT 38" --- USP RS250 AT 36" - -- - USP RS260 AT 16" O RIM BOARD RIM BOARD -- - 1ST,FLOOR TOP PLATES - -- 1 ST.FLOOR TOP PLATES O DOUBLE SILL PLATE � ., POST_ � - -� --� - DOUBLE SILL PLATE = -- LL USP MPBF --------- - IST FLOOR WALL STUD--- 1ST FLOOR WALLSTUD O FOUNDATION WALL -- 70 FOUNDATION WALL - „O < z USP PAU - LU P.C.FOOTING - -- -Q m I D FLOOR TO FLOOR D IFLOOR TOFLOOR E STUD/PLATE/SILLE STUD/PLATE PLATE/SILL G P-- __- OST ANCHORS FOR DECKS ' Wy � J'. 011254-t ey= !C? +OPYOFESS101, J