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HomeMy WebLinkAbout31354-ZFORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-31645 Date: 06/28/06 THIS CERTIFIES that the building ADDITIONS/ALTERATIONS Location of Property: 750 BLUE MARLIN DR GREENPORT (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 57 Block 1 Lot 29 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated AUGUST 5, 2005 pursuant to which Building Permit No. 31354-Z dated AUGUST 12, 2005 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 ADDITIONS & ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS The certificate is issued to DECLAN & LAURA MEAGHER (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL NO. PLUMBERS CERTIFICATION DATED Rev. 1/81 05-8028 05/22/06 05/20/06 AN -DE PLUMBING, INC. A ori ed Si nature F(,6AS6 dAl- L Form No.6 TOWN OF SOUfHOLD BUILDING DEPARTMEIP TOWN IIALL 765-1802 APPLICATION FOR CERTIFICATE _ r< r� '7 pCCUWy9 I i3 C This application must be filled in by typewriter or ink and submitted to the uil m�p_i nti wish tl� _61lowing: T, A. For new building or new use: i. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. Final Approval from Health Dept. of water supply and sewerage-disposa -9 form). 3. Approval of electrical installation from Board of Fire Underwriters. – .. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of I % lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certific 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 usi 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and a consent to inspect signed by the applicant. If a Certificate of Occupan( 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 $25.0( Swimming pool $25.00, Accessory building $25.00, Additions to accessory building $25.00, Businesses $50.0 2. Certificate of Occupancy on Pre-existing Building - $100.00 3. Photocopy of Certificate of Occupancy - $ 0.25 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 Date. !o l rt I D (e Now Construction 7 Old or Pre-existing Building: / (check one) Location of Property: Sp . �j/ j/� /k riot (I ti/ �/L�irrE JC)yTfED c House No. Street Hamlet Owner or Owners of Property: De�GL,r¢ it/ /7 fis}Gf Ff2 Suffolk County Tax Map No 1000, Section S % Block ( Lot Z y Subdivision Filed Map. Lot: PemritNo. x/3$'7 Date of Permit. Applicant: DEC_�_4-A�) AAZA-4K62 Health Dept. Approval: /VI Q Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (� (check one) Fee Submitted: $ —QApplic t Signature cr- __ -0(4 _)611) °I Co �, 314115 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. 31354 Z Permission is hereby granted to: for : Date AUGUST 12, 20 DECLAN & LAURA MEAGHER 57 ELM SEA LA MANHASSET,NY 11030 ADDITIONS AND ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR PER ZBA, DEC AND TRUSTEES at premises located at 750 BLUE MARLIN DR GREENPORT County Tax Map No. 473889 Section 057 Block 0001 Lot No. 029 pursuant to application dated AUGUST 5, 2005 and approved by the Building Inspector to expire on FEBRUARY 12, 2007. Fee $ 1,357.50 ORIGINAL Rev. 5/8/02 Electrical Inspectors, Inc. 308 East Meadow Avenue - East Meadow, NY 11554 Office, (5 16) 794-0400 (631)396-7474 Fax: (516) 794-5854 Website: www.electricalinspectors.com Email: info@elmtricalinspectors.com Mail To Puccio Electric Corp. Mark Puccio 63C Clinton Street Center Moriches, NY. 11934 License#: 4806E Certificate Number: 05-8028 Municipality: Southold, Town Of Inspector.: 124 Issue Dale: 5/22/2006 Property Address: Your Home II Inc. 750 Blue Marlin Drive Southold, NY 11971 ELECTRICAL APPROVAL CERTIFICATE Permit#: Application#: Section: Block: Let: AREAS LISTED BELOW ARE APPROVED BY INSPECTION AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE No visual defects were found for the electrical inspection provided. No obvious unsatisfactory conditions were found in the areas herein below only. Residential Inspection first Floor 2 Bathrooms, Deck, Dining Room, Family Room, Foyer, Kitchen, Laundry Room, Living Room, Porch, Storage Room 2. Car Attached Garage -- Second Floor: Bathroom, 4 Bedrooms, Deck,. Foyer, Hall, Laundry Room, Master Bathroom, Master Bedroom, Walk -In Closet 74- Duplex Receptacles, ll- GFI Receptacles, I- Single Receptacle, I- 30Amp Single Receptacle, I- 20Amp Appliance Receptacle, 8- Smoke Detectors, 1- CO Alarms Second Floor, 88- Switches, /- 40Amp Oven, 1- Gas Cook Top, I - Dishwasher, 39- Recessed Fixtures, 8- Fluorescent Fixtures, 30- Incandescent Fixtures, 34- Wall Sconces, 4- Paddle Fan Outlets, 2- Exhaust Fans, 2- 40Amp AIC Condensors, 5- Fractional Heat Motors 200Amp Single Phase Underground Service Upgrade/CB1I Meter, 200Amp Single Phase Main Panel140Ckis138 Used, 60Amp Single Phase Sub Panel130Ckts116 Used." Rough 011/0106 Final 05119106 Richard M:: Bivone President Not valid unless signedan out 'zed Ell Agent ,. Phihp E, Goehring _. r/vL� Chief Electrical Inspector - mr- Nr! 909ti H7�ui i o.xJ souttrakf aaw ;ork �i;)rl lube � �tat),t iN�1: OFFICE OF THE BUILDING INSPECTOR TOWN OF SOUTHOLD T I F I C A T I O N DATE Lsui- ding Permit No�.n-IF125�z (please print) (please print) <er'v-aiy that the solder used in the water sure -'v systev t nta ns ieor than 2/10 of 1% lead. -WI D d.r, beore me this d L' y o 'att3? 3c, t 9d-n(e :ounty GARY S. LOESER NOTARY PUBLIC, State of New Yotk No.OIL06088244 Qualified In Sufldk County Commission Evires November 17, ZDO James F. King, President O�aQF SOpT�o Jill M. Doherty, Vice -President Peggy A. Dickerson Dave Bergen G Q John Holzapfel0� BOARJD OF TOWN TRUSTEES TOWN OF SOUTHOLD Town Hall 53095 Route 25 P.O. Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1892 Fax(631)765-6641 CERTIFICATE OF COMPLIANCE # 0125c THIS CERTIFIES that the Date July 3, 2006 second floor addition, expansion of the first floor, enclosed screened in porch, and inground pool At 750 Blue Marlin Drive, Southold Suffolk County Tax Map # 57-1-29 Conforms to the application for a Trustees Permit heretofore filed in this office Dated 2/18/05 pursuant to which Trustees Permit # 6091 Dated 3/23/05 Was issued, and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is to construct a second floor addition, expand the first floor, enclose a screen porch, and construct an in -ground swimming pool. The certificate is issued to Declan P. Meagher owner of the aforesaid property. r Authorized Signature APPEALS BOARD MEMBERS Ruth D. Oliva, Chairwoman Gerard P. Goehringer Vincent Orlando James Dinizio, Jr. Michael A. Simon 2 6 2005 http://southoldtown.northfork.net BOARD OF APPEALS TOWN OF SOUTHOLD 3/�9q Southold Town Hall 53095 Main Road • P.O. Box 1179 Southold, NY 11971-0959 Office Location: Town Annex /First Floor, North Fork Bank 54375 Main Road (at Youngs Avenue) Southold, NY 11971 Tel. (631) 765-1809 • Fax (631) 765-9064 PEP- JN' EP'JN2FII INGS, DELIBERATIONS AND DETERMINATION MEETING OF MAY 12, 2005 ZB Ref. 5698 - DECLAN MEAGHER Property Location: 750 Blue Marlin Drive, Southold CTM 57-1-29 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without an adverse effect on the environment if the project is implemented as planned. PROPERTY FACTS/DESCRIPTION: The applicant's 24,313 sq. ft. parcel has 100 feet along Blue Marlin Drive, and is improved with a one-story frame house with attached garage and decks, as shown on the February 1, 2005 survey, revised February 22, 2005 by John Metzger. BASIS OF APPLICATION: Building Department's March 7, 2005 Notice of Disapproval, citing Section 100-239.46, in its denial of an application for a building permit concerning a proposed swimming pool, for the reason that the new construction will be less than 75 feet from bulkhead. FINDINGS OF FACT The Zoning Board of Appeals held a public hearing on this application on May 4, 2005 at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property, and other evidence, the Zoning Board finds the following facts to be true and relevant: AREA VARIANCE RELIEF REQUESTED: The applicants wish to construct a 16' by 32' swimming pool (without raised patio or deck), at 48.8 feet from the bulkhead, as shown on the 2/1/05 site plan prepared by Donald Alberto, A.I.A. REASONS FOR BOARD ACTION: On the basis of testimony presented, materials submitted and personal inspections, the Board makes the following findings: 1. Grant of alternative relief will not produce an undesirable change in the character of the neighbor- hood or a detriment to nearby properties. Variances were issued to a lot approximately 150 feet west of the applicant's property, with a 53 ft. setback from the bulkhead, and to a lot approximately 450 feet east of this property with a 52 ft. setback from the bulkhead. The alternative relief herein for a minimum of 52 ft. setback from the bulkhead will be consistent with the neighborhood. Page 2 — May 12, 2005 ZB Ref. 5698 — D. Meagher CTM ID: 57-1-29 2. The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. To place the pool in the yard facing the street would prevent the enjoyment of the existing yard facing the waterfront, which yard is similarly enjoyed by others in the neighborhood. 3. The variance granted herein is not substantial inasmuch as the pool will be only slightly closer to the bulkhead and be smaller in area than the deck that it will replace. . $ s 4. No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The proposed pool will not be visible from the street and will not significantly impact either adjacent neighbors. 5. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a swimming pool, while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Simon, seconded by Member Dinizio, and duly carried, to DENY the variance as applied for, and to GRANT alternate relief at a minimum of 52 feet from the bulkhead with a design similar to that shown on the 2/1/05 site plan prepared by Donald Alberto, A.I.A., SUBJECT TO THE FOLLOWING CONDITION: That the new pool and patio construction be "open to the sky". This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. Vote of the Board: Ayes: Members Oliva (Chairwoman), Orlando, Dinizio, and Simon. Member Goehringer was absent. This Resol ' n was duly adopted (4-0). "J'a-c� & (M-� Ruth D. Oliva, Chairwoman 5hA5'/05 Approved for Filing ew York State Department of Environmental Division of Environmental Permits, Region one %' Building 40 - SUNY, Stony Brook, New York 11790-2356 Phone: (631)444-0365 • FAX: (631)444-0360 Website: www.dec.state.ny.us Conservation LETTER OF NON JURISDICTION - ARTICLE 25 Declan Meagher March 25, 2005 57 Elm Sea Lane Manhasset, NY 11030 Re: Application #1-4738-00598/00003 Meagher Property, 750 Blue Marlin Drive, SCTM # 1000-57-1-20 Dear Mr. Meagher: A v Denise M. Sheehan Acting commissioner Based on the information you have submitted the Department of Environmental Conservation (DEC) has determined that all the property landward of the bulkhead, which is more than 100 feet in length, existed prior to August 20, 1977, and remains functional, is beyond Article 25 (Tidal Wetlands Act) jurisdiction. Therefore, in accordance with the current Tidal Wetlands Regulations (6NYCRR Part 661) no permit is required. Be advised, 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 precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Article 25 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 hale bay berm. Please note that this letter does not relieve you Of the responsibility of obtaining any necessary permits or approvals from other agencies or local municipalities. Sincerely, A Mark Carrara Deputy Permit Administrator cc: Donald Alberto MHP file L/ /3 -��27 TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INS ATION [ ] FRAMING/ STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ] FOUNDATION 2ND [ ] FBA4IdC STRAPPII FIREPLACE & REMARKS: [ ] ROUGH PLBG. [ ] INSULATION G [ ] FINAL Y [ ] FIRE SAFETY INSPECTION DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST[=INSULATION H PLBG. [ ] FOUNDATION 2ND [ [ ] FRAMING/ STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE / INSPECTOR 313 TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION ,z [ ] FOUNDATION 1 ST [ ROUGH PLBG. [ ] F NDATION 2ND [ [ -,- ING STRAPPING [ [ ] FIREPLACE A CHIMNEY [ J9 ] INSULATION ] FINAL ] FIRE SAFETY INSPECTION DATE int, INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 76S-1802 INSPECTION [ ] FOUN ION 1 ST [ ] ROUGH PLBG. [ IF NDATION 2ND [ ] INSULATION FRAMING STRAPPING ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: WL.) DATE INSPECTOR Z 4A4\ �3!3 53z- TOWN 'u TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 NSPECTION [ AfFPUNDATION 1ST FOUNDATION 2ND [ ] ROUGH PLBG. [ ] INSULATION [ ] FRAMING/ STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION DATE INSPECTOR 0 FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION (IST) -------------------------------------- -----------------------------------FOUNDATION (A y FOUNDATION(2ND) -! z ROUGH FRAMING & PLUMBING INSULATION PER N. Y. STATE ENERGY CODE a FINAL O ADDITIONAL COMMENTS Ae2AP"ZV94eA C-7624 L 9 O _ Z z m X O� x 0 TOWN OF SOUTHOLD PROPERTY CARD OWNER STREET 75' VILLAGE I DIST.1 SUB. k1 LOT tecta bar) rOA (06AW BLUE lymell-v -be. A�V;"41'4-4,i & ER OW F 'j " 4M, S ej 1/t/ N E ACR. J-71 S W TYPE OF BUILDING RES. fa SEAS. VL- FARM COMM. CB. MISC. Mkt. Value LAND IMP. TOTAL DATE REMARKS -g',f g S 0 760 12 7 e 1 2 / /I 3660 1 Yr —0o v, ej A a - L 11, 5A 8 q -L fc ee, 1 4, y0ja d 4 16d 9166 1 /4, 40 /9,2 -,Bp *c -A 1j) We -IIngne -b000 200 92oo #it , -9-011011 - 1 12 ()-76j25ko- LIZ (jell & Mica Bi a4 ezr� AGE BUILDING CONDITION J, NEW NORMAL BELOW ABOVE FARM Acre Value Per Acre Value Tillable I Tillable 2 Tillable 3 Woodland Swampland FRONTAGE ON WATER /60 Brushland FRONTAGE ON ROAD House Plot DEPTH BULKHEAD of DOCK 7 %\'��` ! �4! # �f 0 |)-,�/\ .f\Tz TOWN OF S01iTHbLD yn .._ " n BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEARTMENT _ Do you have or need the following, before applying? TOWN HALL' U IU Airs � � Board of Health / SOUTHOLD, NY 11971 ' -J 4 sets of Building Plans — TEL: (631) 765-1802 I - _ Planning Board approval FAX: (631) 765-9502 l� , S = ()' o Survey www. northfork.net/ outhold/ PERMIT NO. >� j y Check 3S $S Septic Form / N.Y.S.D.E.C. i Trustees Examined �Z- , 20 -*1Contact: 240 Approved �<;20_�� Mail to: DQAO-C i 460 7t� Disapproved a/c 3 /HPotLr u4 -/U/40-1 Phone: V(p Opr y 3 Expiration 20 _ B tlong Inspector 4iiD APPLICATION FOR BUILDING PERMIT Date , 20ef__ INSTRUCTIONS a.Ilii§ appHc�aTST be dompletely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of, lansT __.._ Wtzpt t sca . 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 isshes 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. (�f appliqVt or name, if a corporation) -76-0 i�lle /,v 05-' (Mailing address of applican ) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises D&cf-45v f L,q 4-9,9- /Y 6f60 -/L (As on the tax roll or 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 which proposed work will be done: 7 qO /3 LYE k"11 -K Liw ,OR-, V i% U7/f0l�D House Number Street Hamlet r County Tax Map No. 1000 Section ✓ 2 _Block Lot Z9 Subdivision d_oy'7HOG49 OJ AC-_ Filed Map No. Lot (Name) 2. State existing use and occupancy of premises and ij a. Existing use and occupancy S//lkLE b. Intended use and occupancy T IA,6�fi ,;6 V q,pcupancy of proposed construction: 3. Nature of work (check which applicable): New Building Addition ✓ Alteration Repair Removal Demolition Other Work )OD-0-0c ®✓ OOC. 4. Estimated Cost giso, 000 Fee (Description) (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 o2 C EX/5 T ) 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Cot- Rear 602 Depth Height /7 Number of Stories Dimensionsof same structure with alterations or additions: Front & z Rear 417 Depth Height 2b' -/0 /c 1,06 E Number of Stories � 8. Dimensions of entire new construction: Front �, 2 Rear �� 2- TV / Height 7v /Z /06C Number of Stories ;L- 9. 9. Size of lot: OV. C- Y2, d 10. Date of Purchase y / Z-�lJ Name of Former Owner 1eV7-'q 'X7 —o! � �E 11. Zone or use district in which premises are situated /Q — 11140 12. Does proposed construction violate any zoning law, ordinance or regulation? YES ✓ NO J 13. Will lot be re -graded? YES -'- NO Will excess fill be removed from premises? YES_ NO 06"OtW f- �ocrr/b`1A-4V s 3/ 765-e14266 A� 14. Names of Owner of premisesL-4 M646 -H42 Address7Sb 6(-V6 .4 ilAfhone Q���/ 3/-2 klo z Name of Architect49AWO A496iz-M Address e 3 Phone No Name of Contractor Address a 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 `' CSW MGA 4;;� being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the OU J./E11z­ (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. Swornto before me this day of ;r—e720013 �& Notary Public IRENE M. iA, 3REl..4 Notary Pole:+�.:. ;-;.: or New York No .:1, ,. 1055 S` i lit ' _ ,.- County / CommE'%' Novs=2 sr 2,cxN Signature of ApWant _ v .E `r 9r .M xis $�- •T .v .r '�� ♦ S h1P r .�l1 * _ o \ - •. , DNAUTHORIRIO ALTEMtIOn OF ADDInO� � 1 70 THIS SURVEY IS A VIOLATION OF r1 rf W. SECTION 7309 OF NEW YORK STATE 'F`A a�" !• _`'. Q .. y�y�;= :10: Q `/ COPIES OF THIS SURVEY A1AP EA,i REARM WZ SUrNEYO..S "M SEAL OR „ ^� V.�� .'^P'Y ... `�} • - - EM50SS'U 7/.-:iHN! NOT to, . -:0 BE A'7♦ JMvi CO7Y. ' OJAM. TE \ i.RWCATE I .'L ON SHALL RUN V71 . rE..t..i FOR WHOM THE SUIVE' y �L 15 YREPwrn., A,R DN'HIS EEHAEF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY Aw . L` - • EHmING INSTITUTION USTED TIEREON, AND ro THE .A551(iIEES.OF THE IENDREG RdT4 G=;ft ARE NOT TRAHYNAE [O ADDmOw.i iNSnnmONS, 00 SULMO me Y� r 'u, �Ys.Ys.w Frl i,fRUd �o.P ([9.�. - � :TxecYa�s4;a:Gi• ,mrl�at�trt`fsst� ' J- �:..�. _ � I- �+IG,iG7rya�rdAe!'i!6�tIOR�.'.f -e'�"a�a,� C1 p f114-4ucs`Y, 1p2 i s TERMS and CONDITIONS T* Pam Declan Meagher At /5U Blue Marlin Dr., Southold W. Y„ as___ parr of the wee i&mti n for die UP- of the Pem k does understand and peaaibe to the fol- 1. That the said Boatd of Trustees and the Town of Southold ate telessdl from any and dl damagea, or daims for dams^ of spits arisiggdkeedy of tndhediy as a tmk of say opet. atlas pedommed .Putnpupr 4a li own a t.: .die pid.l4mitte�..*�14.. u file or Ler pmse, defend say sad all such sAwid isted .by ddrd paedes, and the saki Peradme amroaa full liahlk whh reipoct thereto, {si-flw owplar esdsatoa of the Board of Tcomees of the Town of Son&* 2. That this Penhdt 1s.saiid for a fe hod of : 24 tans. which B d*dderbd to be the estimated dine requited to wcoplete the work involved, bat -should dw-dowioces wattaay request for an eutcc ion may be made to the Board at a lues 4w- 3. Tlut this Pettmdt shoald be retained hhdefiaNdy, or as long as the said Petmhree wishes to' msiatsin the strucam or project invdved, to provide evidence to anyone concerned that sath- odrsdon was odghully obtained. 4. Tint the wait involved will be wbjea to the ioq)mdoa and spptoval of to Board or its agents, and nos compliance with the provisions of the odghm* appiiadoa, maybe nose for tevocadon of this Pt=k by resolution of the said Board S. That there will be no anteaseaable interference with navigation as a result of the wade berda stitttodud. 6. That there shall be no interference with the d& of the pA& to pass sad repass doa# the beach between high and low water matkt. 7. Thu If fixture operations of the Town of Soudwid requite the. removal and/or alterations In the location of the work bucin aadsrdud, or K in the opidoo of the. Board of Twmea, the. work AW cause unreasonable obstruction to free narigation, the aid Peculate wig be required, supra doe notice, to senme or alter this work or project hereto stated wl8mouc espensa to the Town' of Southold. & That the Bald Board wDl be notified by the Pemilttee a the completion.. of the wort aoth- d. 9. Tbu the Permittee will attain A other permits and consents that may be nTdud sq". Oemenatl to this pemdt which may -be totsjat to revoke upon f U me to obtain tame. Albert J. Krupski, President James King, Vice -President Artie Foster Ken Poliwoda Peggy A. Dickerson March 23, 2005 Declan P. Meagher, AIA 750 Blue Marlin Dr. Southold, NY 11971 h�o'0SUFFO(,�co C* x W - oy�01 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD RE: 750 BLUE MARLIN DR., SOUTHOLD SCTM#57-1-29 Dear Mr. Meagher: Town Hall 53095 Route 25 P.O. Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1892 Fax(631)765-1366 fel Z "-q 2w T The Board of Town Trustees took the following action during its regular meeting held on Wed., March 23, 2005 regarding the above matter: WHEREAS, DECLAN P. MEAGHER applied to the Southold Town Trustees for a permit under the provisions of Chapter 97 of the Southold Town Code, the Wetland Ordinance of the Town of Southold, application dated February 18, 2005 and, WHEREAS, said application was referred to the Southold Town Conservation Advisory Council for their findings and recommendations, and, WHEREAS, a Public Hearing was held by the Town Trustees with respect to said application on March 23, 2005, at which time all interested persons were given ar opportunity to be heard, and, WHEREAS, the Board members have personally viewed and are familiar with the premises in question and the surrounding area, and, WHEREAS, the Board has considered all the testimony and documentation submitted concerning this application, and, WHEREAS, the structure complies with the standards set forth in Chapter 97 of the Southold Town Code, 2 WHEREAS, the Board has determined that the project as proposed will not affect the health, safety and general welfare of the people of the town, NOW THEREFORE BE IT, RESOLVED, that the Board of Trustees approve the application of DECLAN P. MEAGHER to construct a second -floor addition to the existing dwelling, expansion of the first floor, enclosed screened -in porch, and an in -ground swimming pool, with the condition drywells are installed to contain the roof run-off from the dwelling, and backwash from the swimming pool, and all as depicted on the plan prepared by Donald Alberto, AIA dated February 15, 2005. Permit to construct and complete project will expire two years from the date the permit is signed. Fees must be paid, if applicable, and permit issued within six months of the date of this notification. Inspections are required at a fee of $50.00 per inspection. (See attached schedule.) Fees: $50.00 Very truly yours, Albert J. Krupski, Jr., President Board of Trustees T'W11Cun FORM NO. 3 NOTICE OF DISAPPROVAL DATE: March 7, 2005 TO: Donald Alberto A/C Meagher 68 Highland Avenue Port Washington, NY 11050 Please take notice that your application dated March 3, 2005 For permit to construct additions and alterations to an existing single family dwelling and construction of an accessory in ground swimming pool at Location of property: 750 Blue Marlin Drive, Southold, NY County Tax Map No. 1000 - Section 57 Block 1 Lot 29 Is returned herewith and disapproved on the following grounds: The proposed construction on this non -conforming parcel in the R-40 District is not permitted pursuant to Article XXIII Section 100-239AB which states; "All buildings located on lots upon which a bulkhead concrete wall riprap or similar structure exists and which are adjacent to tidal water bodies other than sounds shall be set back not less than seventy-five (75) feet from the bulkhead." The proposed in -ground swimming pool is noted as being 48.87 feet from the existing wood bulkhead. utho 'zed Signature CC: file, Z.B.A. Note to Applicant: Any change or deviation to the above referenced application, may require further review by the Southold Town Building Department. Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 11971-0959 February 25, 2005 BUILDING DEPARTMENT TOWN OF SOUTHOLD Donald Alberto, Architect A/C Meagher 68 Highland Avenue Port Washington, NY 11050 Fax (631)765-9502 Telephone (631) 765-1802 Please take notice that we are returning your building permit application for the construction of additions and alterations at 750 Blue Marlin Drive, Southold. Before we can process the application, the following information is required on all three sets of plans: 1. Full compliance with the most recent New York State Building Code requirements. For your convenience, we have included the town's "Plan Review Requirements for Residential Construction" and we have noted the specific information that is needed for this particular project. We are sorry for any inconvenience this may cause. Please feel free to resubmit the application when your design professional has addressed the above referenced issue. If we can be of any assistance, you may call this office at (631) 765-1802 between the hours of 8:00 a.m. and 4:00 p.m. ours, � n Authorized CC: File V r BUILDING PERMIT EXAMINER CHECKLIST //���� /pJ DATE REVIEWED: �/%//O5 !!'/ APPLICANT: &I4101 DATE SUBMITTED: /05 �0 SCTM# DISTRICT: 1,000, SECTION: , BLOCK: , LOT 9' SUBDIVISION: �— ADDRESS: CITY: Gil ZONING DISTRICT: CONFORMING?d BUILDING PERMI`T'S OPEN/EXPIRED: PRE CO: RN -BP -Z / C/0 Z- , INFO BP -Z / C/0 Z- , INFO /BP -Z / C/0 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 7/1/8. REQ. LOT SIZE: ACT. LOT SIZEo2� REQ. LOT COV. 7 ACT. LOT COV. REQ. FRONT �{0 PROP. FRONT REQ SIDE ii ACT. SIDE REQ. REAR �_r7) PROP. REAR REQ. HEIGHT PROP. HEIGHT PROJECT DESCRIPTION: ESTIMATED PROJECT COST:CHIT-EE /ENGINEER: WATER FRONT? DESCRIPTION: PANEL # FLOOD ZONE: BULKHEAD? DISTANCE? SUFFOLK COUNTY HEALTH DEPT: TOWN SEPTIC RECEIPT: Y or N SEV NEW YORK STATE DEC: PRE -DEC 9/1/7° SOUTHOLD TOWN TRUSTEES: TOWN ZONING BOARD APPROVAL TOWN PLAN. BOARD APPROVAL: TOWN HISTORICAL PRE (SPLIA): APPROVALS REQUIRED S or NO, (BED #): DTE - CERTIFICATION: Y ck-}—/ i iv v A 1\ l aTT—�/ fiL 1 i. U -) 1 -3 1 1 iuvu i rr. S r NO DTE: ? /_a/_57 PERMIT #: . YE or NO �s'` �/// DTE: - -T //y/ PERMIT or DTE: _// PERMIT #: YES o NEW YORK STATE CODE COMPLIANCE (SEE PAGE 2): YES or NO NOTES FEE STRUCTURE: FOUNDATION: FIRST FLOOR SF SF SECOND FLOOR: z SF OTHER: SF TOTAL: SF SF) -(3)-i5 So Z. ( SF)- ( SF)= SFX $ =$ 3.( SF)- (SF)= SFX $ =$ INIT OTHER TOTAL FEE FEE FEE 5z7 FINAL TOTAL: $ 1► - NEW YORK STATE 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 AND DOOR SCHEDULE: MISSLE 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: Y/N TRUSS DESIGN: Y/N CERTIFICATION: Y/N ENERGY CALCS: Y/N TOTAL COMPLIENCE? Y/N (RETURN TO PAGE ONE) V LOT NUMBERS REFER TO MAP OF SOUTHOLD SHORES" FILED IN 7HE SUFFOLK COUNTY CLERKS OFFICE ON AUGUST 29, 1963 AS FILE NO. 3853. LOT 7 MARLIN BLUE ED� LOT 8 A o f �pG P01 -E L"'D , (JL /6 SURVEY OF PROPERTY AT ARSHAMOMAaUE TOWN OF SOUTHOLD SUFFOLK COUNTY, N. Y. 1000-57-01-29 SCALE. 1'=30' FEBRUARY 1, 2005 FEB. 22, 2005 (REVISION) FEB. 25, 2005 (MARKERS SET) JUNE 6, 2006 (FINAL) LOT 9 FE , 0.2 E DRY WELL LOCA77ONS PROVIDED BY OTHERS. M H W.M AT BULKHEAD S HELTER ISLAND ANY ALTERA770M OR ADD177ON TO THIS SURVEY IS A WOLA77ON OF SEC77ON 7209OF THE NEW YORK STATE EDUCA77ON LAW. EXCEPT AS PER SEC7701V 7209-SUBDIOSION 2. ALL CER77FICA77ONS HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR WHOSE SIGNATURE APPEARS HEREON. SOUND AREA=24, 31 TO 77E L,# (6 JI) 7 SURVE (631) � 765-5020 P.O. BOX 909 1230 TRAVELER STREET SOUTHOLD, N.Y. 11971 G "SE. 2 S �R 0. G aN 0.3E u Ad ITSQ' B 62.2 �ELLJS E�• 17. TEWS CK DECK 2n,d LR DECK F v_ 0RRt POOL /0 i N A 4%.20 E NAIL O E alLn D FE , 0.2 W �►Il� �Lw �E PE m gULKNEAD N W� gg.7s m FE , 0.2 E DRY WELL LOCA77ONS PROVIDED BY OTHERS. M H W.M AT BULKHEAD S HELTER ISLAND ANY ALTERA770M OR ADD177ON TO THIS SURVEY IS A WOLA77ON OF SEC77ON 7209OF THE NEW YORK STATE EDUCA77ON LAW. EXCEPT AS PER SEC7701V 7209-SUBDIOSION 2. ALL CER77FICA77ONS HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR WHOSE SIGNATURE APPEARS HEREON. SOUND AREA=24, 31 TO 77E L,# (6 JI) 7 SURVE (631) � 765-5020 P.O. BOX 909 1230 TRAVELER STREET SOUTHOLD, N.Y. 11971 G FLOOD ZONE COMPLY WITH CHAPT R - 46 FLOOD DAMAGE PREVENTION SOUTHOLD TOWN CODE. APSNOTED Foy5DATE: B. P. FEE: � BY: f NOTI Y BUILDING DEPARTMENT AT 765-1 B02 8 A TO 4 P FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING 3. INSULATION 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OFTHE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. OCCUPANCY OR USE IS UNLAWFUL WITHOUT CERTIFICATE OF OCCUPANCY RETAIN STORM WATER RUNOFF PURSUANT TO SECTION 45 -IOC OF THE TOWN CODE. PLUMBER CERTIFICATION ON LEAD CONVENT BEFORE CERTIFICATE OF OCCUPANCY AOLDr4 USED IN WATER oi'bTEMCANNOT EXCEED 2/10 OF 1% LEAD. CSRTIFICATION OF NAILING ICONNECTIONS REQUE t6 CONSTRUCTION SHALL jo, t'HEREQUIRBiMI!NTSOFTHE,, CODES, 8f NEW, YORK STATE. COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES AS REQUI/Fl�E-D AND CONDITIONS OF SOU i HOLD TOWN ZBA /A -SOL' n. TOWN PLF.NNING BOARD SOLTHO.JTANTRUSTEES N.Y.S, DEC 2'-O"x2'-O"x1'-O" DEEP POURED GONG FOOTINGS 12"0 POURED GONG. FTG. PLUMBING .I ALL PLUMBING WASTE & WATER LINES NEED -O" P' -Ir' 2"xB" F.J. ® 16" O.G. - DBL. J5T5. I 6 z 2"xH"- ® III TESTING BEFORE COVERING 2 2"x12" _ GXRAW !PAGE L FLUSH L — L I I �NJ m UNDEAWAQEAS CEATIFICAw N 3 Y REQUIRED I y • /��. ++�Y DBL. JSTS._ �\ II \\ JI I / 12"mx6-0" DEEP POURED GONG. FOOTING EDGE OF POOL ABOVE (TYP.) -2" DROP9"0 FOOTING TO LEVEL OF POOL 09 DEEP (2111:11 ObS Verl I �2) 2"x12" – + FLUSH L_J 2'X12" LEDGER .TED TO EXISTING FO – 2 2"x12_' – FLUSH - I I �oo�n�ul•uIInouuOMOMOMmoonoomomollll 2"xB" F.J. ® 16" O.G. - DBL. J5T5. I 6 z 2"xH"- ® III � - r GXRAW !PAGE I I El -LIN DRIVEo�ouuu0000u000000l m � PROPOSED u0000�0000000�ouo�l u�000000�000000�oul oo��n000000000000�1 I y • /��. ++�Y DBL. JSTS._ Li NEW DRYWELL L6._T�� FOR ROOF RUN-OFF S.. T-4 all I T_4 all 6'-10.1 r r f,\ b"x16" VENT II I P" N Iry000 Y NEW w OLOGK ON B' -O" x B' -O" WIDE I- ® 2'-O"x2'-O"xl'-O" tl1 GRAWLSPAGE ACC, 1=55 -1POURED GONG. FOOTING Lj W� I (TYP.) --------------7 r z<�x U_1 S b 11 J = j- GRAWLSPAGE x EXISTING CE55POOL m L-------- J L---- -4ADD",(2) 2,x1 r---- - -- ------L___1 L_J�r--- L_J iv 0 1 UNEXCAVATED '. I II , ® I inI N -i --J I I � L L J ------------ - — � jo — — — — J — — — — — — — _.-" _ — — — — — -- — — — — --- --------------- --- � F--� 11 I I I I I' I I I I I I 11 EXISTING OPENING (NO )NORK) j El STL. COL. I :' ON B'-O"x5'-O"xl'-O" DEEP POURED GONG FOOTING W/ KS STL. RODS 0 12" O.G. I EACH WAY Ill. FOR 2) 1 1 O I NEW S" POURED GONG. OR I all GONG. BLOCK, SOLID FILL FOUNDATION WALL ON B"xlb" EXISTING POURED GONG. FOOTING GRAWLSPAGE WHERE EXISTING GARAGE 11 I I DOOR IS LOCATED II I EXI5TING FOUNDATION PIERS 4 BEAM — b3i m U 0 �0 NEW AND EXISTING 2"x8" F.J.. FOOTING TO ALIGN ® 16" O.G DBL. J5T5. F.J. li ®Ib" O.G 10 DBL. JSTS. L—J e" NOTE: INSULATE FLOOR ABOVE W/ R-19 INSULATION Li cixp ;, (i.;B•..i� x fu L I;_ I I I — -----------J ALIGN NEW FOUND. WALL W/ EXIT. 111 EXISTING FOUNDATION WALL 4 FOO TII_5 05 R0175 ® Ib" O.G. ALIGN FOOTING (ITI S" POURED GONG. OR S" GONG. BLOCK, SOLID FILL FOUNDATION WALL ON 5"xlb" POURED Cl FOl REINFORCE W/ #5 REBAR SEAL ALL JOINTS (TYPJ rel 4 I)FOUNDATION PLAN AIOI SCALE: t/4"=1' -O" GUT EXIST, FOUNDATION WALL AS REO'D TO FIT NEW GARAGE DOOR J t — — — — — -------------- ------------- — — — — — — — — — — — — — — —I NEW 18,10 POURED GONG. FOOTING 5'-O" DEEP (TYP.) 8"x16" VENT 4'-0" H16H FENCE (POOL ENCLOSURE) / PROPOSED (I� PATIO ON GRADE PROPOSED PLANTERS PROPOSED I" PORCH –� NEW TRELLIS II SELF -01_O 6 !C SELF-LATCHINGII GATE—I�jl{- EXISTING ONE STORY T NEW TRELLIS —�- PEGONIG BAY S 73.30'00'W 99.78' Q Om og �-- �X tiX O� EXI EXIST. FLOOR ADDITION FFE.. 126' w0 , =BULKHEAD ,-4'-0" HIGH FENCE / POOL ENCLOSURE fU o cu Oj C7 � cu Oj w q .z. W JS NEW DRYWELL FOR ROOF RUN-OFF AND POOL BACKWASH / NEW 5GREENED-IN PORCH EXIST POOL EQUIPMENT K♦ SELF-CLOSING SELF -LATCHING GATE �F_ Lr EXISTING ASPHALT DRIVEWAY TO BE REMOVED PROPOSED COVERED ENTRY PORCH — J PROPOSED FIR57 FLOOR ADDITION I I I I I I I \I I I w II � Lo I —1 L540.0' --a 74'1720 BLUE MARLIN DRIVE SITS PLAN SCALE. 1"•20'l 51TE PLAN BA5ED ON 5URVEY BY JOHN METZGER PEGONIG SURVEYORS, P.G. LICENSED LAND SURVEYORS DATED 2-1-05 ZONING DATA ZONE LOT 51ZE EXISTING BUILDING PROPOSED ADDITION PROPOSED LOT COVERAGE 13 0 0 M Iz 100.0' R-40 24,515 S.F. 2,542.21 57 154.14 SF 2,471 5F = 10.1% EXISTING ASPHALT DRIVEWAY TO EE REMOVED AND REPLACED W1 GRAVEL �oo�n�ul•uIInouuOMOMOMmoonoomomollll . _ RESIDENCE iiiiiiiiiiiiiiiiiiiiioiion0iiiiiiii El -LIN DRIVEo�ouuu0000u000000l , PROPOSED u0000�0000000�ouo�l u�000000�000000�oul oo��n000000000000�1 y • /��. ++�Y GRAVEL DRIVEWAY SITE PLAN NEW DRYWELL FOR ROOF RUN-OFF I r r f,\ P" N 56 has N I I – Lj H ON z<�x U_1 -w J = Y EXISTING CE55POOL 5Y5TEM 1 J t� I (VERIFY LOCATION) II , w0 , =BULKHEAD ,-4'-0" HIGH FENCE / POOL ENCLOSURE fU o cu Oj C7 � cu Oj w q .z. W JS NEW DRYWELL FOR ROOF RUN-OFF AND POOL BACKWASH / NEW 5GREENED-IN PORCH EXIST POOL EQUIPMENT K♦ SELF-CLOSING SELF -LATCHING GATE �F_ Lr EXISTING ASPHALT DRIVEWAY TO BE REMOVED PROPOSED COVERED ENTRY PORCH — J PROPOSED FIR57 FLOOR ADDITION I I I I I I I \I I I w II � Lo I —1 L540.0' --a 74'1720 BLUE MARLIN DRIVE SITS PLAN SCALE. 1"•20'l 51TE PLAN BA5ED ON 5URVEY BY JOHN METZGER PEGONIG SURVEYORS, P.G. LICENSED LAND SURVEYORS DATED 2-1-05 ZONING DATA ZONE LOT 51ZE EXISTING BUILDING PROPOSED ADDITION PROPOSED LOT COVERAGE 13 0 0 M Iz 100.0' R-40 24,515 S.F. 2,542.21 57 154.14 SF 2,471 5F = 10.1% EXISTING ASPHALT DRIVEWAY TO EE REMOVED AND REPLACED W1 GRAVEL �oo�n�ul•uIInouuOMOMOMmoonoomomollll . _ RESIDENCE iiiiiiiiiiiiiiiiiiiiioiion0iiiiiiii El -LIN DRIVEo�ouuu0000u000000l , u0000�0000000�ouo�l u�000000�000000�oul oo��n000000000000�1 y • /��. ++�Y PRIOP05EM F=OUNVATION I SITE PLAN DONALD AI Arch1tect, AIA P" 56 has -------�:�- zr� NOTE: FLU5H FRAMING AT DOOR AND WINDOW HEADERS AT REAR WALL, UNLESS OTHERWISE NOTED. PROVIDE ANCHOR STRAPS TRELLIS / ,/ ABOVE 1I - FRE -FAB GAS FIREPLACE DIRECT VENT 1 Lj O 31�"xltl4" M.L. x FLUSH iv DINING ROOM ! c.H..al_O" NO, FL. ---4+—� PROPOSED POOL UNDER SEPARATE APPLICATION ompol T-'�_�'�-1..1+rY�rlr■E�n�7-■•-M�:r1.���■I,j„ 1+�+r•+"+�,�r+T:+::'•!1 Vh- I1 411 90'10 GARAGE DOOR 314"XIV2" M.L. "xl II II IIFLUSH II h NI L -O o m �F W U p a a 0 it W C.H.- 1 011- - I 4 I� �I ® m I� I°.FL__ I I T LINE OF FLOOR ABOVE DBL. JOIST DBL. JOIST wgl_011 I - - n- 1•_ FOYER I I - IQ V OPEN TO I f� - - - e ABOVE LL_ _J 61_411 �� 411 m 5011 K _ IAN HEATER (2) 2610 I-- 90-10 GARAGE DOOR _ 314"xl " M.L. II 2) 211x11 1 - g a1 lill�i NEIN SCREENEIV 2_Rreb WG, DECKING N r -I SI x UPSET HE, (B) 91_0" WIDE 5LIDING DOORS ON EXTENSION TRACK N " I 13'_10" U ` L-------0--_--_- 267 _71 DEN Q~ WD. FL. m �t — P xX II ry `I ' II (2)2"x12" _ x - TO E BASE NU a COLUMNS -9" Q W/ TRELLIS ABOVE NEW BOILER FLUE 314"x1114" M.L. I 20 4"X4" P,T. WOOD POST QPROPOSED F I R5T FLOOR PLAN 102 SCALE: I/4"=I'-O" PRE -FAB GAS FIREPLACE DIRECT VENT 2 20 —LINE OF EXISTING CONSTRUCTION TO BE REMOVED (TYP.) 6 !fo � I 1 ou■ouo■u■ouu■00000El uuuoEONou■uuu00000l i _LUE MARLIN DRIVE n000u■ouuuoNooN000l n - I I ..0M :::� :::: III F\'� ®®® DONALD ALBERTO, ArchItect,..h`jolt 7� - �����IGIEiIi'ilpa'"� STEEL POST REi5T ON .. - POURED CONC.O VERIFY STEEL COL. TO - INN 2'—O"x2'—O"xI'—o"vEEp POURED CONIC,OO , R. _. , ALL HALLS 0 CEILIN6 Vh- I1 411 90'10 GARAGE DOOR 314"XIV2" M.L. "xl II II IIFLUSH II h NI L -O o m �F W U p a a 0 it W C.H.- 1 011- - I 4 I� �I ® m I� I°.FL__ I I T LINE OF FLOOR ABOVE DBL. JOIST DBL. JOIST wgl_011 I - - n- 1•_ FOYER I I - IQ V OPEN TO I f� - - - e ABOVE LL_ _J 61_411 �� 411 m 5011 K _ IAN HEATER (2) 2610 I-- 90-10 GARAGE DOOR _ 314"xl " M.L. II 2) 211x11 1 - g a1 lill�i NEIN SCREENEIV 2_Rreb WG, DECKING N r -I SI x UPSET HE, (B) 91_0" WIDE 5LIDING DOORS ON EXTENSION TRACK N " I 13'_10" U ` L-------0--_--_- 267 _71 DEN Q~ WD. FL. m �t — P xX II ry `I ' II (2)2"x12" _ x - TO E BASE NU a COLUMNS -9" Q W/ TRELLIS ABOVE NEW BOILER FLUE 314"x1114" M.L. I 20 4"X4" P,T. WOOD POST QPROPOSED F I R5T FLOOR PLAN 102 SCALE: I/4"=I'-O" PRE -FAB GAS FIREPLACE DIRECT VENT 2 20 —LINE OF EXISTING CONSTRUCTION TO BE REMOVED (TYP.) 6 !fo � I 1 ou■ouo■u■ouu■00000El uuuoEONou■uuu00000l i _LUE MARLIN DRIVE n000u■ouuuoNooN000l n - N00000 noNo o.00N000Ml Vh- I1 411 90'10 GARAGE DOOR 314"XIV2" M.L. "xl II II IIFLUSH II h NI L -O o m �F W U p a a 0 it W C.H.- 1 011- - I 4 I� �I ® m I� I°.FL__ I I T LINE OF FLOOR ABOVE DBL. JOIST DBL. JOIST wgl_011 I - - n- 1•_ FOYER I I - IQ V OPEN TO I f� - - - e ABOVE LL_ _J 61_411 �� 411 m 5011 K _ IAN HEATER (2) 2610 I-- 90-10 GARAGE DOOR _ 314"xl " M.L. II 2) 211x11 1 - g a1 lill�i NEIN SCREENEIV 2_Rreb WG, DECKING N r -I SI x UPSET HE, (B) 91_0" WIDE 5LIDING DOORS ON EXTENSION TRACK N " I 13'_10" U ` L-------0--_--_- 267 _71 DEN Q~ WD. FL. m �t — P xX II ry `I ' II (2)2"x12" _ x - TO E BASE NU a COLUMNS -9" Q W/ TRELLIS ABOVE NEW BOILER FLUE 314"x1114" M.L. I 20 4"X4" P,T. WOOD POST QPROPOSED F I R5T FLOOR PLAN 102 SCALE: I/4"=I'-O" PRE -FAB GAS FIREPLACE DIRECT VENT 2 20 —LINE OF EXISTING CONSTRUCTION TO BE REMOVED (TYP.) 6 !fo ONU NM■■OMEN■N:MEMMMNNENUM Mououuouu0000u■ooMl I MEA6HEIR RESIDENCE ou■ouo■u■ouu■00000El uuuoEONou■uuu00000l i _LUE MARLIN DRIVE n000u■ouuuoNooN000l n - N00000 noNo o.00N000Ml ..0M :::� :::: ®®® DONALD ALBERTO, ArchItect,..h`jolt 7� I I . I I i n W� I PERGOLA (TYR) CEILING BREAK 111-01, LINE OF TRAY CEILING (TYP.) SKYLI6H7 ABOVE, DOUBLE FRAMING AROUND ALL SKYLIGHTS (TYP.) 2 20 FLAT CLG IN GL 6 STAIRWELL P' -O" HIGH 2'-6" WIDE DOOR FINISH SIDE OF HEADROOM CLEARANCE BELOW — SLOPED FLOOR TO ACCOMODATE 6'-B" HEAD H6T FOR STAIR ALUMINUM GUTTER TO ALUMINUM LEADER (TYP.) INSTALL ICE DAM PROTECTION TO 5'-0" FROM E06E OF ROOF (TYP. AT ALL EAVES) METAL FLASHING (TYP.) HORIZONTAL GABLE RAILING 0 ® B' -O" HIGH TYP.) s -a "x14" M.L— -- - r— WPM 1II=1 2'1x10" R.R. go m I ® Ib" O. 16" O.G. / 7 i I \IMASTER\ \ / � � i c r. o I \ I \ r I FLAT FOR . FRAMING \ SEE �21 510966E 1199 E �'I • 0 CATH 01-6. II / I I I I \i IIIf�?TTTTTTTTTTTTTw�'� c-�*T.TTTTTTTTTT} I,I�Fpro-=I fivffi AFaFFTwTw�����IE�I�tlfl��s HORIZONTAL GABLE RAILING 0 ® B' -O" HIGH TYP.) s -a "x14" M.L— -- - r— WPM 1II=1 2'1x10" R.R. go m I rel 'J5"xlwy M. O M.L. ---------- ND. FL. O �q -' e. ;� Q o BEDROOM #3 =_ WD, FL. TRAY GL6, FLAI ry®N 2"x8" G.J. ®I6" O.G. 9I—�L 2"x10" R.R. ® 16" O.G. m OPEN TO BELOW NEW BOILER FLUE SCALE: I/4"= LINE OF RIDGE ABOVE (TYP.) TRELLIS BELOW (TYP.) (2) 2"x12" EXPOSED COLLAR TIES ® 4H" O.C. (TYP. THIS ROOM) BEDROOM #4 WD. FL. TRAY GLC, FLAT -10'-O" 0 ry D - Q IN BEDROOM#2 �o� �Io LINE OF CEILING BREAK ABOVE (TYP.) 2"x12" M.L. RIDGE CONT. VENT YEW 2"xH" RIDGE GONT.VENT (TYP. ALL DORMERS) -6(TYP. ALL DORMERS) LINE OF ROOF ABOVE (TYP.) Prupcl MEAISHER RESIDENCE BLUE MARLIN DRIVE PROPOSED SECOND FLOOR PLAN .A1 uab DONALD ALBERTO, Architect, AIA A109 � 1/4,,.1,-0„ p6- ro, Aab 04-41 6-2-0'9 rd Mgxww nwnw, ,ere ft l,,, rrM Y^ rww, 91adM-tlM V 11 =i Kt2"xIo' 2'1x10" R.R. / ® Ib" O. 16" O.G. / 7 i al \ / � � i I �0 \ 510966E 1199 CATH 01-6. / I I I I rel 'J5"xlwy M. O M.L. ---------- ND. FL. O �q -' e. ;� Q o BEDROOM #3 =_ WD, FL. TRAY GL6, FLAI ry®N 2"x8" G.J. ®I6" O.G. 9I—�L 2"x10" R.R. ® 16" O.G. m OPEN TO BELOW NEW BOILER FLUE SCALE: I/4"= LINE OF RIDGE ABOVE (TYP.) TRELLIS BELOW (TYP.) (2) 2"x12" EXPOSED COLLAR TIES ® 4H" O.C. (TYP. THIS ROOM) BEDROOM #4 WD. FL. TRAY GLC, FLAT -10'-O" 0 ry D - Q IN BEDROOM#2 �o� �Io LINE OF CEILING BREAK ABOVE (TYP.) 2"x12" M.L. RIDGE CONT. VENT YEW 2"xH" RIDGE GONT.VENT (TYP. ALL DORMERS) -6(TYP. ALL DORMERS) LINE OF ROOF ABOVE (TYP.) Prupcl MEAISHER RESIDENCE BLUE MARLIN DRIVE PROPOSED SECOND FLOOR PLAN .A1 uab DONALD ALBERTO, Architect, AIA A109 � 1/4,,.1,-0„ p6- ro, Aab 04-41 6-2-0'9 rd Mgxww nwnw, ,ere ft l,,, rrM Y^ rww, 91adM-tlM V 11 =i 2"xH" (rYP.J RE5T ON M. ROOF RE5T ON M. W- rei SELOW (TYP.) ELON (TYP.) 'LASHING ALL ON5 (TYP.) ICE DAM PROTEOTION TO OM EDGE OF ROOF ALL EAVE5) 'LASHING ALL ONS (rYPJ PGE ENT .L DORMERS) R. .L DORMERS) GUTTER TO LEADER (TYP.) - RESIDENCE.................................I �' . ALUMINUM GUTTER TO ALUMINUM LEADER (TYP 1111-0-1119 ■■ ■■ ■■ U LEI REMARK5 711- ■■ ■■ ■■ ■■ MANUFACTURER OPERATION REMARK5 711- ■ CASEMENT- FELLA REFER TO ELEVATIONS MEETS E66RE55 REQUIREMENTS 51NI (2'-i%"x4'-S%") F"- 3555 CASEMENT- 51N6LE (2'-II%"x4'-5%") „ 2 MULLIONS o 2953 CASEMENT- ■■ ■■ In CIT MANUFACTURER OPERATION REMARK5 711- 2553 CASEMENT- FELLA REFER TO ELEVATIONS MEETS E66RE55 REQUIREMENTS 51NI (2'-i%"x4'-S%") F"- 3555 CASEMENT- 51N6LE (2'-II%"x4'-5%") „ 2 MULLIONS o II1111111, CI1111 MODEL# CIT w yyyyyy. ■Lyy�1,. .yIn L� l�irirl ylyl SUN 1y, yl ei 11104\T/ // � II I I I I I I ------------------I------LLI -- --------------------Z1--------------1L-C----------------- -------------------------- NEN ------ ---------- --- —--- ----------------------- ----------------------- IWC 3'-O' POURED EEP NTMP COMING ® FRONT ELEVATION A201 SCALE RIDGE VENT ROOFING: ARCHITECTURAL ASPHALT SHINGLE SIDING: HARDIPLANK _WIN. HEAD 2'-O"x2'-O"xl'-O" DEEP I POURED GONG, FOOTIN65—L� 12"0 POURED GONG. FT6. — ABOVE j I II I I _____ __ 1LL I I LJ �-----------------------------------------------J LEFT 51DE ELEVATION A201 SCALE: 1/4"=I' -O" WINDOW $ EXTERIOR DOOR 50HEDULE MODEL# CIT MANUFACTURER OPERATION REMARK5 711- 2553 CASEMENT- FELLA REFER TO ELEVATIONS MEETS E66RE55 REQUIREMENTS 11104\T/ // � II I I I I I I ------------------I------LLI -- --------------------Z1--------------1L-C----------------- -------------------------- NEN ------ ---------- --- —--- ----------------------- ----------------------- IWC 3'-O' POURED EEP NTMP COMING ® FRONT ELEVATION A201 SCALE RIDGE VENT ROOFING: ARCHITECTURAL ASPHALT SHINGLE SIDING: HARDIPLANK _WIN. HEAD 2'-O"x2'-O"xl'-O" DEEP I POURED GONG, FOOTIN65—L� 12"0 POURED GONG. FT6. — ABOVE j I II I I _____ __ 1LL I I LJ �-----------------------------------------------J LEFT 51DE ELEVATION A201 SCALE: 1/4"=I' -O" WINDOW $ EXTERIOR DOOR 50HEDULE MODEL# TYPE MANUFACTURER OPERATION REMARK5 2553 CASEMENT- FELLA REFER TO ELEVATIONS MEETS E66RE55 REQUIREMENTS 51NI (2'-i%"x4'-S%") F"- 3555 CASEMENT- 51N6LE (2'-II%"x4'-5%") „ 2 MULLIONS o 2953 CASEMENT- MEETS E6GRESS REQUIREMENTS SINGLE (T-5°/4 "x4'-5%") B-2 2953 2 WIDE CASEMENT „ MEETS E6GRE55 REQUIREMENTS DBL. COMPOSITE (4' -O%' -x4' -S%.9 C 8 3555 3 WIDE CASEMENT „ ,� �, MEETS II REQUIREMENTS TRIPLE COMPOSITE (B' -93'4"x4'-53'4') �-2 2453 3 WIDE CASEMENT MEETS E6GRES5 REQUIREMENTS TRIPLE COMPOSITE (-T'-5%1.x4'-5%'.) D -g 5559 3 WIDE CASEMENT MEETS E66RE55 REQUIREMENTS TRIPLE COMPOSITE (B' -43%"x4'-11%') E-2 3559 CASEMENT- ,� MEETS E66RE55 REQUIREMENTS SINGLE SINGLE (2'-II%"x4'-II%) A -g 3541 CASEMENT- �, ,� �� MEETS II REQUIREMENTS SINGLE SINGLE (2' -11%"x3' -b'7 2555 CASEMENT- 1-I 51N6LE SINGLE (2'-I%"x2'-II%") 3529 AWNING- „ 4 DOUBLE (5'-10%"x2'-5%'9 3529 AWNING- K-1 SIN6LE (2'-II%"x2'-5%") 3524 AWNING- L 9 TRIPLE 3529 AWNING- M 5 SINGLE (2'-II%"x2'-5%") 3519 TRANSOM/ FIXED AWNING- FIXED N-2 SINGLE (2'-113'4'%I'•S3/4") 3519 TRAN50M! FIXED AWNING - 0 -9 TRIPLE (B'-93'4'zl'•5°/4') 3519 TRANSOK FIXED AWNING- 0-2 DOUBLE (5'-IO%"xl'-534') S -I 1117a:2 FOUR PANEL SLIDER „ �� REFER TO ELEVATIONS -T (W-B$""xb'-10") TWO PANEL SLIDER „ U -I T02 (6'-O"xb'-10") THREE PANEL 5LIDER „ FIXED THREE PANEL SLIDING v -I 10002 (q'-O"xb'-B%") FRENCH DOOR Vv CIR24 CI RCLE (2'-4%") ANDERSEN " CIRCLE X CIR20 2'-OYe') ARCH17 ECT SERIES CLAD, SEACOAST PK5., WHITE, LOW -E PRIMED, Ye" ILT TOP ROW ONLY GRILLE (LIMES WIDE ABOVE SEPARATOR BAR- 03 EXCEPT , LITE5 WIDE ABOVE SEPARATOR BAR -02 pnJ.at MEA(5HER RESIDENCE BLUE MARLIN DRIVE dr .q PROPOSED ELEVATIONS/ WINDOW SCHEDULE A2OI ab, dab 044-41 0-2-09 BONALB ALBERTO, Architect, AIA ee tn�lae':.ow, rant xanlytm, xrn tont IIOlO, ele-eee-Ir4 RE \P Oo�PLD •�. propMy d w on4bal A 11 �Pr. ill .yw rnwvrd.1p o , TeoMlr plw er pnprty dw �''9 ••'••(a`�' W,Ibct. ltwuM?IW gra IIIM . CF Prwwutw to w NII �Nw,t of w Iw, ■I■Ill ■I■'■ ■I■■ • c -DRIVEo.0..■u.0■.00.0.00.0..u.0o.■.00■.■.o.■.u■.ou.o.00.o..o.u■.■o.■■.noo..uou...00.o.vu.o.00.u..woo 0 II I I I I I I I I II I I I - ---- L- J---------- L -� -----� u ---------------a----- I -- - L4-------------- -I ------------------ r ---------------------- ----------- I I I I I I I ------------ _ I — — — — — — — — — — — — — LJ------------------------------- --� L ---------------------------------� STEP FOOTING MAX. 2:1 SLOPE RIGHT SIDE ELEVATION 20 SCALE 1/4"•1'-0" I I I I I I I POOL I LJI\ \ 'L--_ DRIOP 12"0 FOOTINS TO LEVEL OF POOL H' -O" DEEP 50LAR PANELS BY OTHERS UNDER SEPARATE PERMIT 2'-O"x2'-O"xI'-O" DEEP POURED CONC. FOOTINS5 121,0 POURED GONG. FTS. ABOVE F:I FI, HEA16HER RESIDENCE oouou000000■00000i .■u...uu....u..■oo■■■o■o■i • c -DRIVEo.0..■u.0■.00.0.00.0..u.0o.■.00■.■.o.■.u■.ou.o.00.o..o.u■.■o.■■.noo..uou...00.o.vu.o.00.u..woo imiliI ' yM - -• - ■ .000000u■0000.0000i II I I I I I I I I II I I I - ---- L- J---------- L -� -----� u ---------------a----- I -- - L4-------------- -I ------------------ r ---------------------- ----------- I I I I I I I ------------ _ I — — — — — — — — — — — — — LJ------------------------------- --� L ---------------------------------� STEP FOOTING MAX. 2:1 SLOPE RIGHT SIDE ELEVATION 20 SCALE 1/4"•1'-0" I I I I I I I POOL I LJI\ \ 'L--_ DRIOP 12"0 FOOTINS TO LEVEL OF POOL H' -O" DEEP 50LAR PANELS BY OTHERS UNDER SEPARATE PERMIT 2'-O"x2'-O"xI'-O" DEEP POURED CONC. FOOTINS5 121,0 POURED GONG. FTS. ABOVE F:I FI, HEA16HER RESIDENCE oouou000000■00000i .■u...uu....u..■oo■■■o■o■i • c -DRIVEo.0..■u.0■.00.0.00.0..u.0o.■.00■.■.o.■.u■.ou.o.00.o..o.u■.■o.■■.noo..uou...00.o.vu.o.00.u..woo ' yM - -• - ■ .000000u■0000.0000i iiiiiiiiD ALBERTO, Itec, iiiiiii .■■.o■oo.uo■.00■o■000■iAIA ®� DONALAri IF1111,� ALUMINUM GUTTER TO ALUMINUM LEADER— REMOVABLE SCREENS — NOTE: INSTALL ICE DAM PROTECTION TO S' -O" FROM EDGE OF ROOF (TYP. AT ALL EAVES) I9/4"x Ih/e" M.L. RIDGE CONT. VENT 2"x6" COLLAR TIES 46" O.G. CUPOLA WALLS TO BEA: TYP. ROOF CONSTRUCTION ARGHITEGNRAL ASPHALT SHINGLES OVER 15k FELT OVER 5/8" GDX PLYWOOD OVER 2"x10" ®16" O.G. ROOF RAFTERS W/ 2"x8" ® 10 V.L. G=II R -SO INSULATION Yz" GYP, BD. FINISH 5CREWED, NO NAILS VINYL SOFFIT W/ VENT (TYP.) ALUMINUM GUTTER CONNECTED TO ALUMINUM LEADER 1/2" PLYWOOD SHEATHING OVER 15% FELT OVER 2"x6" ® 16' O.G. 57UDS W/ R-19 BATT INSULATION W/ 1/2" GYP. BD. FINISH NOTE: PROVIDE FIREPROOF/WATERPROOF SEALANT AT ALL PENETRATIONS EXTERIOR WALL 7 Q I I DEEP POURED GONG. FOOTINGS —/`✓- J 12"0 POURED GONG. FTG. ABOVE EXI5TIN6 FRAMING INSTALL R-22 INSULATION EXISTING FOUNDATION WALL ! FOOTING EXISTING BEAM t PIER 2"x6" ROOF RAFTERS ® 16" O.G. (2) 2"x12" I I I 2'x6" DECK JOISTS ® 16" O.G. 5'-O" (5) 2"xl2" FLUSH FRAMING PROVIDE JOIST HANGERS POOL �— DROP 12"0 FOOTING TO J L J LEVEL OF POOL 8'-O" DEEP DROP FOOTING TO� ALIGN W/ BOTTOM OF POOL FOUNDATION 2 FOROH SECTION 20 SCALE: II ISI E ISI ALUMINUM GUTTER CONNECTED TO ALUMINUM LEADER (TYP.) – VINYL SOFFIT N/ VENT (TYP) TOP TRIM MOLDING (TYP.) 14 "x4" .EDAR TRIM (TYP) %"xIZ CEDAR =RIEZE BOARD (TYP.) - _ - - _ _ _ --- - _ _ - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - - - - - - I EXI5TIN6 GRAMSPAGE S -1/2"O STL. COL. ON S'-O"xS'-O"xl'-O" DEEP POURED GONG. FOOTING Vs/ 05 STL. RODS ® 12" O.G. EACH WAY (TYP.) -- 5EGTION 20 SCALE: 150FFIT/TRIM DETAILI flff::�- 20 SCALE: 5/4"=1'-O" <'J !� I 1 �I �I I, - L_ -1J I I 0 0-1N I FIN� ,�j�, �/V ' BUILVINE, DETAILS ....o................u..uul ....00.mom ..0......mmmo..0.1 II 1 %" EINlm EXI5TIN6 SLAB ON GRADE GRAWLSPAGE ACCESS DOUBLE FRAMING AROUND (2) 2"xl2" EXPOSED COLLAR TIES ® 48" OC. (TYP. THI5 ROOM) R-50 INSULATION IN ROOF RAFTERS CLG. BREAK INSULATION W TYPE 'X' GYP. BD. ouoou000000uo.000l RESIDENCEMlEAtSHER ......ouoovv00000.00l ...0......00..000u... c - - ......NOW ....1 I u000000.o.000.000ul . . n.onouo.ou0000000.l ....0 ...............0.......0.1 ,�j�, �/V ' BUILVINE, DETAILS ....o................u..uul ....00.mom ..0......mmmo..0.1 II 1 %" 1 14" VTR I BATH 01 BATH 02 LAUNDRY I 2.. _ 2" 2"II Y�" p4"I 2" U4"I 1 FLOOR _ I - DRAIN DRAIN5 V211 NEW YORK 57ATE ENERGY C0N57RUC7ION CODE SUMMARY OF TOTAL THERMAL RATING DESIGN FOR THE BUILDING ENVELOPE COMPLIES WITH THE ENERGY CODE ...............................■.I AREA R -VALUE U -VALUE A. ROOF/CEILING 6117.5 SF 32.46 0.052 FLAT CEILING 1,52(2 5F 3l.gq 0.054 B. NET EXT. WALLS VON` FIBER GEMENT 2)663.75 SF 21.08 0.057 NET INTERIOR WALLS 200 SF 14.68 0.058 (- GLAZIN(S) G. FLOORS 1,7111.7 5F 25.75 0.037 R -VALUE MATERIAL =- .1111/( ®®®DENALI)1 V 7 .44 .78 30.00 45 .62 MATERIAL OUTSIDE AIR FILM ASPHALT SHINGLE OVER 50 FELT OVER %" GDX PLYWOOD OVER 11" FIBER6LA55 BATT INSULATION Y," GYP. BOARD INSIDE AIR FILM 32.46 TOTAL 'R' .052 TOTAL 'V' ROOF/CEILING n., ...............................■.I I G.O. - RESIDENCE 4F'ih��;' . BLUE MARLIN G.O. 5:: VON` .. ■00000uoouuuu.1 ■■ ■.. 51, ..............■ ...........■...... 1 ........■■■...........■..........1 - n, R -VALUE tj,4.TERIAL R -VALUE MATERIAL =- .1111/( ®®®DENALI)1 .112 OUTSIDE AIR FILM '�ta . � .17 OUTSIDE AIR FILM KITCHEN BATH 01 LAUNDRY BATH 02 BAR 50.00 11' FIBER6LAS5 BATT INSULATION Y�" GYP, BOARD .15 FIBER GEMENT SIDING 1 -'- 19" PLYWOOD SHEATHING ON SINK .45 .63 .62 INSIDE AIR FILM 150 FELT 10.00 6" FIBERSLA5S INSULATION 31.gq TOTAL 'R' TOTAL 'U' _ 3 MIL. POLY VAPOR BARRIER _ )5" GP. YBD. _ - -�-� .034 ,45 _ _ I 7 .68 INSIDE AIR FILM --' V41 �" I 2'i:1 I ly¢" 21.08 os TOTAL 'R' roraL u 56TH N F L AT CEILING �_ )hh 1 1 III11 u u TYF. EXTERIOR BASEMENT WALL CONSTRUCTION DRAW t3":2" 21, G.O. G.O. 3n II I i i G.O. TO SANITARY ! R -VALUE MATERIAL SYSTEM HOUSE TRAP R -VALUE MATE IAIL .112 71 IN51DE AIR FILM WOOD FINISH FLOOR PLUMBING RIS ER .17 OUTSIDE AIR FILM ^� 211 YY PLYWOOD SUBFLOOR OVER I. ALL POTABLE WATER LINES TO BE 3/4" TYPE 'L' COPPER (VERIFY W/ OWNER) .56 '/e" TYPE 'x' GYP. Bv.5Y2 44 %pl PLYWOOD SUBFLOOR 2. ALL WASTE $ VENT PIPING (ABOVE GRADE) TO BE SCHED. 40 P.V.G. MIN. 3.00 Yy FlE?ERGLAss INsuLAnoN BD. .68 YIN 22.00 112 6," FIBERGLAss INSULATION OUTSIDE AIR FILM BELOW GRADE TO BE E.H.G.I. IDE' ,68 INSIDE: AIR FILM 5. ALL PIPING BELOW GRADE TO BE GA5T IRON 14.68 TOTAL 'R' r 25.75 TOTAL 'R' 'U' - .058 TOTAL 'U' 1 ,057 TOTAL r FLOOR TYF. INTERIOR WALL CONSTRUCTION n., ...............................■.I - RESIDENCE 4F'ih��;' . BLUE MARLIN .................................1 VON` .. ■00000uoouuuu.1 ■■ ■.. ..............■ ...........■...... 1 ........■■■...........■..........1 - n, � � - .1111/( ®®®DENALI)1 ...............................■.I - RESIDENCE . BLUE MARLIN .................................1 VON` .. ■00000uoouuuu.1 ■■ ■.. ..............■ ...........■...... 1 ........■■■...........■..........1 - � � - .1111/( ®®®DENALI)1 '�ta . � N II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II -N' � II II ILII\II II /II II II � � FIX I �X I I G� COVERED / UII II II II II II II II II II I'I� , / DECK �/_ �I II II II II II II II II II II' / NEA ILII �I n n �1' 11` TSO LSI/L��,I �—H \FIR I DINING ROOM \ lA A 69P P PI _ I I / I MI \ TLET \ I KITCHEN _ k ©© _ bFl © 6FI REF BATH HALL F — — 7 n A -V- 04 V- " I AH BOILER BO HEATER \6FI JFL IFI &ARA(5 / IFL GARAGE GARAGE DOOR DOOR OPENER OPENER �I I F( I / GFI �L r-1r—Ir---I I --11---1r nl -� I�nnn nn ;� �� �� K F =Iff =tF= =Iff =d= / i II EXIT =tff =f== LIVING ROOM / I I / A / i FOYER / vr TO GH ABOVE I �AGFI 11 -1f 11 11 11 11 U u � u o II II II 1 {�L,S 1 X EXTERIOR LANDSCAPE / I ILIGHTING ON TIMER A/ SWITCH I I I I I �L5 I I I I I P�f 1 I E101 SGA PEN ABO R FR / N 15, , rl^^� I. n" ELECTRIC SYMBOLS: i5, WALL SWITCH �D WALL SWITCH IN/ DIMMER DUPLEX OUTLET 18" A F.F. I� WATERPROOF DUPLEX OUTLET 24" ABOVE GRADE -4 DUPLEX OUTLET 0 42" A.F.F. WITH GROUND FAULT INTERRUPTOR IIFR FLOOR REOEPTICLE 5® SMOKE DETECTOR (ALL DETECTORS TO BE HARD -WIRED TOGETHER) © CARBON MONOXIDE DETECTOR 100 WATT HIGH HAT: BLACK BAFFLE W/ WHITE TRIM ¢B 100 AATT EYEBALL HIGH HAT: BLACK BAFFLE W/ WHITE TRIM 4p PIN HIGH HAT }rEX EXTERIOR LIGHT'II' `{VF VAPORPROOF LIGHT FIXTURE , WALL SCONCE ,S EXTERIOR LANDSCAPE I, ON HEAT LAMP O TELEPHONE JACK j © GABLE JACK i d; ';ti, I irc' Ii '•'.ii SPOT L16HT Q COMBINATION FAN/LISHT/OTHER (EXHAUST DIRECTLY TO EXTERIOR) CHANDELIER ® FLOURESCENT LIGHT FIXTURE CEILING FAN IN.a., . ELECTRIC NOTES:^ I' I- ALL LIGHTING FIXTURES BY HALO 2- ALL SWITCHES AND PLATES BY DECORA (COLOR SELECTED BY OWNER) B- PRESENT CATALOGUE CUTS TO OWNER FOR APPROVAL PRIOR TO INSTALLATION rm*yti 'IiiI11.+ ' 4- ALL FIXTURES IN AREAS OF INSULATION TO HAVE THERMAL H0U5ING KITS 5- PROVIDE ELECTRICAL CERTIFICATE FROM N.Y.B.F.U. b- PROVIDE RECEPTICLES, SWITCHES, FIXTURES, ETC, IN COMPLIANCE WITH ALL CODES 'I- PROVIDE TELEPHONE, GABLE, R COMPUTER (D50 TO ROOMS SELECTED BY OWNER. q VERIFY LOCATION OF ALL LIGHTS, SWITCHES, ! REGEPTIGLES WITH OWNER. RECEPTACLE NOTES uidll:p,:'r`a;'.,;,, IN EVERY HABITABLE ROOM, REGEPTIGLE OUTLETS SHALL BE INSTALLED 50 THAT NO POINT ALONG THE FLOOR LINE 15 MORE THAN 6 FEET, MEASURED HORIZONTALLY, FROM AN OUTLET IN THAT SPACE, ALONG AN UNBROKEN WALL. EACH WALL SPACE 2 FEET OR MORE WIDE SHALL BE TREATED INDIVIDUALLY AND SEPERATELY FROM THE OTHER WALL SPACES IN THAT ROOM SMOKE DETECTOR NOTES BRK SMOKE DETECTOR WIRED IN SERIES WITH i BATTERY BACKUP, TYPICAL_ GABLE TV, PROVIDE TO FOLLOWING ROOMS: ALL BEDROOMS, DEN, KITCHEN, SITTIN6 ROOM, STORAGE ROOM, (VERIFY LOCATIONS IN FIELD W/ OWNER) :I;, "' TELEPHONE, VERIFY Vt/ OWNER i'' 9 vrolw, mala. W MEA614ER RESIDENCE ,•`FG�s.. ..gAoy%r,F.•V''1° I'rG i� BLUE MARLIN DRIVE PROPOSED FIRST FLOOR ELECTRICAL PLAN p1=1 uw e N l �I nor Mn >i cob tep;i#A. All e" nwrvM. •'. . � n k{ � . EIOI K /4"•I' -O" DONALD ALBERTO, Architect, AIA TM e..gn ab /4n a pr.�.ry of w '�' yrF' 0 7812' •'• J, o. dw aWnNcl. uuRnariva w r will b F NEW Y 04-4I 0 2-05 �e Hkpn A., r r mgw' w Yak, Ilam, eu.eesir4 , MASTER 1 BEDROOM I I\ SD ' � I \ \ A r � A MA R 11�� SG A {� (,Se A -0 /1 I I )g F 71 1 \\\ f-/// I 'A \ hK \ - - I7 PI \ E i I / 5TORASE I \ � 1 I SIC u u u u �n TO SWITOH -- ,ESELOW / FA @EDROOMN4 k4TO FIRST FLOOR SWITCH AT FOYER i / PROPOSED SECOND FLOOR ELECTRICAL PLAN E10� SCALE. I/4"=1' -O" IRST FLOOR CH IN NG ROOM Jq. mom awl BLUE MIAI DRIVE MIN Room owl\•���������•������������������1 own iiii 0:000001 on ON 00 00 so ON 00 on on on 00 00 me so 00 On Im Im Im Im NONE����������������\���u�1 ft z I, I G1 E ® ■ ■. 1 7 r Jq. , ft z I, I G1 E 1 7 r i,. py FYI• NOTES 0) NO CONSTRUCTION OR DEMOLITION WORK TO COMMENCE BEFORE BUILDING OEPARTMENT MAVI146 JURISDICTION ISSUES A BUILDING PERMIT. (2) TME PENSIONER HAS NOT BEEN RETAINED FOR ANT 6ONSTRUCTION REVIEW AND/OR INSPECTION. NIS RESPONSIBILITY 15 LIMITED TO THE CONTENTS OF THESE PLANS ONLY. (I!) ALL WD1tl[ SHALL CONFORM TO THE RESIVENTIAL CODE OF MEFI YORK STATE AND 9MA66 CONFORM To ALL THE RECOMMENDATIONS AND PEMPtEMENTS OF ANY OTHER AUTMORITIM MAVOO d*WICTION. THE CONTRACTOR SHALL OBTAIN AND ARRANGE FOR ALL REQUIRED PERMIT'S, INSPECTIONS, CERTIFICATES, TESTS AND SURVE'fb. (4) TIE CONTRACTOR SHALL VERIFY ALL Ex19TIMS, CONDITIONS AMD 0I4NDloNS BEFQRE START'I6 CONSTRUCTION AND SHALL NOTIFY THE OMOMER OF ANY AMBIGUITIES OR DISCRLTAMCId DEFORE PROPCEDING WITH THE WORK. IF ANY OUE9TIONS ARISE BEFORE OR OURIN& CONSTRUCTION AS TO THE INTENT OR DETAILS OF THE DRAF1111469, THE CONTRACTOR SHALL CALL. THB DESIGNER FOR OIFARIFICATION AND/OR INSTRUCTIONS. IF THE CONTRACTOR FAILS TO FOLLOW THE FOLLOMIN6 "NOC VM, HE SHALL ASSUME THE RESPONSIBILITY FOR THE GONSEQVENCES OF HIS ACTIONS ^4D/OR DECISIONS. ' (5) CONTRACTOR 15 REQUIRED TO PROVIDE MOMEOMfER WITH ALL REQUITED LICENSES, INSURANCE CERTIFICATES AND INSURANCE COVERAGE'S. (a) CONTRACTOR MUST TAKE ALL NCCEBSARY PRECA1TIONL7 AND ACTIONS TO SAPEM)ARD THE RESIDENCE AND ITS CONTENTS FROM THE ELEMENTS CURING CONSTIICTION. (T) CONTRACTOR TO FOLLOW ALL MANUFACTURERS SPECS FOR THE INSTALLATION OF EQUIPMENT, PRODUCTS AND SYSTEM EQUIPMENT. (t) TME OWNER SHALL ARRANGE FOR THE SUPERVISION OF THE CONSTRUCTION XN'OIRK To INEIIRC COMPLIAMCE WITH THE CONTRAP.T DOCUMENTS. t*). NO DRAWINGS SHALL BE SCALED, X'RITTEN DINEI'1lIOM SMALL M MOD ONLY. (10) ALL LUMBER FOR JOISTS AND RAFTERS SHALL BE HEM -FIR ■R HAVING A MIK REPETITIVE FIBER IS, ESB OF 690 P.5.1., MARKED PRIOR TO DELIVERY TO JOB SITE, AND A MIN. BEARING OF 4" (uLBSB OTHERWISE NOTED) PI) ALL ELECTRIC WORK SHALL BE PERFORMED IN STRICT COMPLIANCE 1'IITH THE REBIDENTTAL CODE OF MEW YORK STATE; CHAPTERS 99, 94, 99, 96, 91, 96, 94, 40, AND 42 AND ALL APPLICABLE LOCAL CODES. '(I','UJ WCOMIRRITER15 CERTIFICATE SHALL BE OBTAINED AND PRESENTED TO TMT! OWNER UPON C 71-ftaTION OF ALL ELECTRICAL WORK. (('E) ALL PLUMBING WORK SHALL BE PERFORMED IN STRICT COMPLIANCE WITM THE RESIDENTIAL CODE OF MM YORK STATE; CHAPTERS 29, 26, 21, 26, 201, 90, 91, AND 92 AND ALL APPLICABLE LOCAL CODES AMO HEALTH DEPARTMENT REOUIRCNERTS. (IR) ALL AREAS WITHIN BATHROOM TO BE 9/6• MTATE , RESISTANT 6Y091,114 BOARD. 09) INSIA,ATE ALL PIPING AND DUCTWORK IN ATTIC AND CIRAM SPACES WITH I" INSULATION ON ALL DUCTS, 1 1/2' INSULATION ON ALL PIPING; 9/4' INSULATION ON ALL WATER SERVICE SUPPLY PIPING. (TIS) CAWBJK AND FINISH ALL IIIINCA" AND DOORS AS REQUIRED. 61) I6TALL METAL FLASHIN6 AROUND ALL ROOF PENETRATIONS. 06) PRH2VI0B AND INSTALL ALL MOLDIMI&S, SILLS, STOOLS AND TRIM AROUND ALL WINDOWS AND DOORS Al fewill 64) ALL COLORS AND FINIS! ETC. SHALL BE SELECTED BY OWNER (2O) ALL WIMCOPLS, AS, SELECTED BY ORNER, SHALL HAVE MI&H PERFORt•(ANCE INSULATED GLASS. (ZEA ALL P41NDOW5 THAT SERVE AS EMERGENCY HRMS MIST COMPLY WITH 0710 OF RCMYS. (22) KL INSULATION, WHICH 15 CAPABLE OP ABSORBRIBI MNATER, SHALL BE PROTECTED BY A VAPOR BAlRIM LOCATED ON THE WINTER WARM SIDE OF THE INSULATION. INSULATION SHALL BC INSTALLED IN SUCH A MANOR THAT PROVIDES CONTINUITY OF INSULATION AT PLATE LINES, SILL LINES AND y1;.A CORNERS AS PER R520 OF RCNYS. (7D) ALL FOUNDATIONS SHALL REST ON UNDISTURBED SOIL OF 2 TONS PER SQUARE FOOT SEARIMI11 E9411IPACITY; CONTRACTOR SHALL HAVE THE LEVEL OF BEARING STRATA VERIFIED IN THE FIELD ,,U; PRIOR TO CONSTRUCTION. 64) ALL CONCRETE WORK SHALL CONFORM TO THE RE6WMIEMENTS AND I 'kLY.OMMENDATIONS OF A0I-901-6+1 °SPECIFICATIONS FOR STRUCTURAL CONCRETE POR SUILOIN&S" 0CASOOOPA.0, RERfORCRIG STEEL SMALL CONFORM TO ASTM A-615 GRADE 60. ALL FOUNDATIONS SMALL DDBB ADSOUATd-Y BRACED PRIOR TO BACKFILLING. (2EJ) ALL CONCRETE BLOCK SHALL CGwORM TO ASTM 9-+10 FOR &RADE "N" UNITS WITH TIPS "M" MORTAR. ALL MASONRY WORK SHALL CONFORM T7 AGI 991--M. PROVIDE OUROWALL TRUSS TYPE REINP6RGIM6 EVERY OTHER COURSE (16" O.W. PROVIDE MASONRY ANCHORS AT 16" O.G. AT ALL 001o", SPANDREL BEAMS, AMD LINES OF BRIDGING. 66) ALL MASONRY WORK SHALL COWORM TO RWO, "&I, *606, 8611 AMD 8109 OF Oz" - r21) ALL ST EL WORK SHALL CONFORM TO THE 1111150116101119"ENTS'OF THE All WOWIPICAATI&S FBR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL ST'EK FOR BUILDINGS." STEEL SMALL CONFORM TO ASTM A-96 AND A-901. ALL CONNECTIONS SHALL USE, A-925 H5 BOLTS OR ETOXX M'ELOS. STEEL JOISTS MANUFACTURERS M510H AND ERECTION SMALL<AXPORM TO Sit SMZIFICAQION S. - (,")6) PROVIDE 511,16LE-5TATION SMOKE -DETECTING ALARM DEVICES ON EACH FLOOR AND ONE PER BEDROOM AS PER 8911 OF IllN (iW) RAILINGS AND HANDRAILS, BOTH INTERIOR AND EXTERIOR, SHALL BE DESIGNED TO RliffiST LATERAL IMPACT AT TOP EQUIVALENT TO A MIN. LINEAR LOAD OF 90 111 PER FOOT AS PER RSIS AMD 8516 d]IF RGNYS. it) STAIRS, DOORS AND EXITS SHALL CONAPI.Y YIITM 0911, 0912, AND 85141 OF REAM'S. (SI) GLAYIN6 IN DOORS, SHOVER. STALLS, FIXED PANlL9 AND BATHTUB ENCLOSURES SHALL COMPLY WITH RBOC OF RCNYS. (ft MOAM PLASTIC INSULATION SMALL COMNLY WITH 11719 OF RC". I(0) SAIMILE ALL BEAMS AND JOISTS UNDER PARALLEL PARTITIONS AND AROUND OPENII11119 IN PLOORS AND LwU PLYAOM SUBFLOORIN& SHALL BE INSTALLED AB PER R90B OF RCNh"S, 6MINNwW CONSTRICTION SMALL CO FORM TO CHAPTER 10 AND IIS OF y ,RCMYS, 1 NyNNIMNEY OUTLETS SHALL NOT BE LOMlR THAN TOP OF ANT WINDOW PIITHIN 20 PW46*EBS l WTHAN S FEET ABOVE THE COMBUSTIBLE F THE (R PART OOOF OR I UILDIN6 WITHIN 10 FEET, E; SMALL NOT BE LESS THAN 9'-0• ABOVE THE HI&HEST TWAT WHERE THE CHIMNEY PASSES TIUROUGM THE (ROOF ;�y;, AS PER KIOOI.6 OF RCNY9, ;1sT) MIT11(I00, TO HAVE ACCESS AND CROBlr VENTILATION AS PER ROM MINS Iii OF Abft, MIS) 60WIA,40TOR SHALL PATCH AND REPAIR ALL eX"M5 MEAS LEFT EXPOSED AND/OR DAMAGED DO TO THIS ADDITION WITH SIMILAR MATERIALS OR AIS DIRECTED BY OIMIER. i RANGE HURRICANE CLIPS ON ALL ROOF RAFTERS. (40) 111 DOUBLE HEADERS, AND TRIMMERS AROUND ALL STAIR AND SKYLLISW OPE"IN"- (41) MWY,BUPPLY EXHAUST INTAKE AMD OUTLETS TO BE EQUIPPED WITH TIGHT SMUT DAMPER AT BUILDING ENVELOPE TO MINIMIZE AIR LEAKAGE. PRIiVIM MINIMUM IOOCFm MECHANICAL ExHAIST FROM BATHROOMS AND MINIMUM 19OaFm MECHANICAL VENTILATION IN KITCHEN AREAS. PROVIDE COMBUSTION AIR FOR FUEL SURNIMS E6I11"I'IlNT AS PER CHAPTER 11 OF RCNY6. - (44) (SOILIR9 AND HOT WATER HEATERS M PER CHAPTER 20 AND 26 OF RCNY'S, (4B) MOM BIAS ECVIPMENT AS, PER CHAPTER 24 OF RGMYS. (46) PROVIDE SIMPSON STRONG TIE JOIST HAMM" AT ALL FLUSH HEADER CONDITIONS,. (41) PROVIDE CARBON MONOXIDE DETECTOR ON EACH FLOOR A5 PER NASSAU COUNTY PUBLIC HEALTH ORDINANCE SECTION 14(CI). A [REFER TO TABLE R301.20) OF THE RESIDENTIAL CODE OF NEW YORK STATE.) 1 romp NSAID RATERS WRING SLOPES GREATER THAN 3/12 WITH NO FINISHED CEILING ATTACHED TO RAFTERS SUBUECT TO DAMAGE FROM INTERIOR WAILS AND PARTMERIS H/180 ALIGN DENOTES ALIGNMENT OF P j W' Z INDICATED SURFACES ICE %W UNDCRIANIEIR R SPEED A WEATHERING FROST LINE SECTION REFERENCE NUMBER DECAY BMW OTHER THAN SLEEPING ROOMS DRAWING REFERENCE NUMBER GTEODAY SLEEPING ROOMS OEP1H I STARS 40 PSF Ay 111 NUMBER, 10 PSF C INDICATES ELEVATION I'I, MODERATE 777 INDICATES SHEET NUMBER NASSM: I] YES m W MNlI DETAIL REFERENCE NUMBER IN RA[ m INF RAE BA2-NWm) 1 7 DRAWING REFERENCE NUMBER 777 I MODERATE SLlMI MIM F.E.M.S Poo l m \ INDICATES AREA OF DETAIL t -1M MM 71W IRAQ OIR-NWm1 1N BREAK MARK , MIL (t- YM IFN NN Eu* 6VdCA7E5 EXB1M0 PARTITION TO REMAIN INDICAHES ENSTMO PARTITION TO BE REMOVED lBLS� ROUTES NEW CONSTRUCTION .... ,. INDICATES EXISTING DOOR Ij T0 REMAIN INDICATES NEW DDDR w/ DOM 92E 6UILDING CODE. NOTES: THE FOLLOWING ARE EXCERPTS OF ME RESIOENIYL CODE OF 111E STATE OF NEN YORI( CLIMATE AND GEOGRAPHIC DESIGN CRITERIA [REFER TO TABLE R301.20) OF THE RESIDENTIAL CODE OF NEW YORK STATE.) STRUCTURAL MEMBERS NSAID RATERS WRING SLOPES GREATER THAN 3/12 WITH NO FINISHED CEILING ATTACHED TO RAFTERS SUBUECT TO DAMAGE FROM INTERIOR WAILS AND PARTMERIS H/180 FLOORS AND PLASTERED CEILINGS GROUND SNOW LOM NM DIM MSR DESIGN mp ICE %W UNDCRIANIEIR ROB, HAZARD SPEED A WEATHERING FROST LINE TERMITE DECAY BMW OTHER THAN SLEEPING ROOMS (M GTEODAY SLEEPING ROOMS OEP1H I STARS 40 PSF REQUIRED GUARDRAILS AND WNDRAIS IS PST�2C 10 PSF C SEVERE 3 FEET MODERATE SLIGHT TO NASSM: I] YES m W MNlI IN RA[ m INF RAE BA2-NWm) 1 I 10 HEAVY I MODERATE SLlMI MIM F.E.M.S R301.2.1.1, BE" CMMOA AREA LOCATED WHERE WIND SPEEDS EQUAL OR EXCEED 110 MPH. DEMON CRITERIA BASED ON AMERICAN FOREST AIM PAPER AMIAT16N (MAPA) WOOD FRAME CONSTRUCTION MANUAL FOR ONE -MO -TWO FAMILY DWEUMCS 011 TABLE RW A ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS USE STRUCTURAL MEMBERS ALLOWABLE DEFLECTION RATERS WRING SLOPES GREATER THAN 3/12 WITH NO FINISHED CEILING ATTACHED TO RAFTERS L/180 INTERIOR WAILS AND PARTMERIS H/180 FLOORS AND PLASTERED CEILINGS L/360 ALL OTHER STRUCTURAL MEMBERS L/240 EXTERIOR WAIS WITH PLASTER OR STUCCO FINISH H/360 EXTERIOR WALLS - WIND LOADS ' WITH BRITTLE FINISHES L/210 EXTERIOR WALLS - WIND LOADS ' WITH FLEXIBLE FROM L/210 NOTE: L • SPAN LENGTH, H • SPAN HEIGHT 1. THE WIND LOM SNAIL K PERMITTED TO BE TAKEN AS 0.7 TIMES THE COMPONENTAND CLADDING LOADS FOR THE PURPOSE OF THE DETERMINING DEFLECTION LIMITS HEREIN. MINIMUM UNIFORM DISTRIBUTED 'DESIGN LOADS [REFER TO TABLE R301.4 OF THE RESMENTIAL-COOS OF NEW YORK STATE.] USE LIVE LOAD DEAD LOAD EXTERIOR BALCONIES 60 PSF 10 PSF DECKS 40 PSF 10 PSF PASSENGER VEHICLES WAGES 50 PSF AS PER PLM ATTICS WITHOUT STORAGE (ROOF BELOW 3 BITCH) 10 PSF 10 PSF ATTICS WITH STORAGE (ROOF BELOW 3 PITON) 20 PSF 10 PSF BMW OTHER THAN SLEEPING ROOMS 40 PSP 10 PSF SLEEPING ROOMS 30 PSF 10 PSF STARS 40 PSF 10 PSF GUARDRAILS AND WNDRAIS 200 PSF 10 PSF ROOF LONNNG (LAE •-AR011RD SNOW LOAD AAIUSTAIEM9 AS PER TABLE R301.5 OF THE RESIDE ML CODE OF NEW YORK STATE, 45 PSF 12 PSF FOR ATTIC 15 PSF FOR CATH EGRESS WINDOWS EINLI.1 MINIMUM OIEIIAIO NRA ALL BROOM MCNE NO RESCUE OPENINGS SHNL INK A WPM NET C1FM GROWN OF 5.7 SO. Fl, EXCEPTION: M1/0E FLOOR OPENINGS SHAT HAVE A MINIMUM NO CLEAR OPENING OF B SOTYIyL R310.1.2 MR"" OPENING MIGHT. OR' 4' R310.1.3 MWINUM OPENING WIDM WYLL li A NET CLEAT OPENING OF 20'. 11370.1.4-1- 1310.1.4O-1CON115MIIIS ESCAPE AND RESCUE OPENING SHALL BE OPERATIONAL FROM NE MSO OF T ROOM WOHQUT THE USE OF KEYS OR TOOLS. WINDOW OPENING SCHEDULE ('5nivVI-Aw S MODEL I CLEAR OPENING MFA CLEAR OPENING CLEAR OPENING SILL VIEIGIIT 6 FOOT ' S.7 90'".MIN. WEAN 20- MIN. HEIGHT 20' MIN. AF.F. N' MAR. TYPE 14 MOT < 6 FOOT < 6 FOOT 2-1/2' IB 16' 12' 9' WOOD SCRE115 ." 5-401 rm WA IOW A■ LOf r.Wl N•mm, Mx-RWmI W00B •;Am All INA Aa 0116'" TO R Ra-NN2) }Y }1a P r ■OOA'W m IYAm Oo[-IAM MLmm wo 1h/tlA MRM WRM EOR - OR RALE MMM OBtlRN[ IIA1l.1! AIIBMtI IMS ' TWMOWB IN IAMm U)NMWO(M me -mm am" awe 9MLL Him "m OMIVML== FROM WNM-EDAM DBMS OR THE !BUILDING SIAL BE DESIGNED M A PAIIIYLLY ENCLOSED MMO IN ACCORDANCE WITH THE BUILDING CODE OF NEN YMM ALAR. ' OIAIED OP[NRO PROICMN MR;WII04ME MM Oft IRT THE REQUIREMENTS OF ME WIDE Ill RSI OF ASTM E IM NO OF ASM E IMB RI ERENCIL TIWRVIL OB011066 W00D BIR, MFJL PARIS WITH A WOW RACINESS Of 7/16' (11.1 own) AND A IN TABLE 301.2.1.2 WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS •,Y,S,e, Iliwiilt• _ 4 FOOT 6 FOOT FASTENER PAWL SPAR < PANEL FM < PMR SPAN TYPE 14 MOT < 6 FOOT < 6 FOOT 2-1/2' IB 16' 12' 9' WOOD SCRE115 ." 5-401 rm WA IOW A■ LOf r.Wl N•mm, Mx-RWmI W00B •;Am All INA Aa 0116'" TO R Ra-NN2) FOR M: I MLT,. 23.4 INA, 1 (OOT. 301.8 Rim. I TRXMD• 0.454 IS I MILE PER HOUR- 1.601 RM/HR a. M66 TABLE 6 BASED ON 110 MPH WIND SPEEDS AND A 33 FOOT MEAN ROOF HEIGHT. I. FASTENERS 919AL BE INSTALLED AT OPPOSING EMUS OF ME WOODEN STRUCTURAL PAREL. X. NMLS SNCL BE 1W COMI MN OR 125 901 NMS I. WHERE SCREWS ARE ARACNED TO MASONRY OR MSMMY/S M, THEY SHILL BE ATTACHED UTILI2MG VIBRATION RESISTANT ANCHORS HAYING A MNNUN ULTNATE wTMOPAWAL CAPACITY M IN POUNDS. i RmwSa, m'"�RWiU Iliwiilt• _ IA— Ammo y 0 TRW IWb ARIw m,v RM 112 -■Am, }N- DI 9 0 E wTM CEILRN6 COLLAIR. TIES 6 Snot. CS -00x16' MIK FM (T) IOD wMI ION NAILS PER RAFTER INSTALLED OVER FLYAOOD D2 STRUCi�uRAL RIDGE CATHEDRAL CEIL.INSS LSU26- 2x6 LWU26 - 2x6, 2x10, OR 2x12 CS -20916" MRM ry (H) IOD CONMMON NAILS PER RAFTER INSTALLED OVER PLYWOOD wLLG9.E"Mu RBWI IT, MAU: moo a M. Apmm l aY ■ 1!• on WNW) RmwSa, m'"�RWiU rrw IA— Ammo y TRW IWb ARIw m,v RM 112 -■Am, }N- N N RR 02 -QUAD) `}.w - }M A I1IIA ART m PWw1n Arlo 012-w m1 MIM ." 5-401 rm WA IOW A■ LOf r.Wl N•mm, Mx-RWmI 1I MAY'. INA Aa 0116'" TO R Ra-NN2) }Y }1a P r ■OOA'W m IYAm Oo[-IAM f -N A -1Y M wr f01W0 m Wrlw (n0-1410) I-IV YIN w1A M ■u rWWW■ IN RA[ m INF RAE BA2-NWm) f -1M I -IM ER M N/ MLR R ITmIwCINI■ (FAE-MWD) MIM FIM Poo l m RWI-Awl t -1M MM 71W IRAQ OIR-NWm1 1N . 1r 4 AR 4Qr 0 am PA: m III■ RIO -MIM (t- YM IFN NN Eu* A M Am RAR m HOOT AR, Wool OOANIwild r M RAMI NYU■ LORI m 11L to RAY M YWStA 02 -MAID) 4-Y MIY A IM Imeft" AM (M-wlm) Il I -IN .A AW "No To m P2 -Mm) YIN AMi r ion to AL Y INF MI Rm-ma l }166 WIN AY YWW r SIF• m ■AI ORA-WWm) Y1M MIN IRA PN Awl ON MINI m YRY Im-A4m) l -■I }1M P' HY N■ Aw m MI (RR_RW m }1N 4-11111 T11M 6"Am mu In RA[("-NWm7 Ill }161 ARM W 01 *WAWO MMf M IN A+1lA DURA 9YYAW11 RUR, (1p• Aww 11140 Ila =alr w■nr RN Wu to" mNe al meavi Y IN A arm it MRr WMYOAN (1/T A)r11 w1w) 111r M1 IW.II r .Iww M TLOA WIAi tIAYIIWI TWMF ,• NI m rIN r ~r ALM f■wWwF FRMS ■NSAID Twx 1' IN IN r wwv w @AlUZIC4NE CLIPS FORTER96W4'-0' -T1!'9TES M ROOF RAFTERS FOR TENSION CORD CONNECTION. 20X4" "POP N 90110" TYP. vx LAG BOLT OR v �, THIIIII BOLT OPTIONAL WASHER O _2"94' SILL PLATE -__ (REFER TO PLANS) TN11ML4bED RDD TMBIC7IMM [ (2) 2'94" TOP PLATS FLOOR STRUCTURE OR "I INTO FOUNDATION .IM1 METAL HOLD""DOUJN/ UPLIFT ANCHOR �l - �� TRAN9FER7 71•NSION LOAD W.PI EN FLOORS- TIES STUDS/ POSTS TO FOUNDATION 1 ATA „ 2"X4" PIMP STUD ` iIMFSON NN SMAC 6 16" O.C. AND HURRICANE TE OR ,•p 'W. CS20 COIL STRAP. 2994" ACA SILL PLATE SEISMIC/ HURRI�E ,TIE 04 FOR ROOF RAFTER orER awl-P10VIDd . a. 1ENSIOW FOR AWP-T74MBOD CONMICTIONS SIMFSdNlNTN1DD FOR INI T1RI1S9EB AMD JOSTS •W' METAL 110LD- 1 I I,rtil SILL PLATE ANCHORS/ ' ` DS SLAB ON aAADE TO CONCRETE SLABit +I LUBE EVERY 1�'�IBR NAIL MOLE IN A AM Tb PWALOE THE CODE-Rtl�NRED MNIIIJM CENTT EMTM OPINIONS 2'X'+" ►� S y W G Is, P.C. p 2"X4' SILL RATE GBtlO CMOILED 9T1RA� � 7 �MdUdELROOR -�� �� ��,A�t�rA,I� OR LSTASO K NMPlON •'„,' (dT 4I06M' '11� EYP. (Ploo i No �QKIOK. RIM JOIST kT IS'OC Slot I rMOM"lMIAR►) rn LE�B� 7A a PROVIDE MINIMUM ��' VOLL STRAP64"PBON ) END DISTANCE. .I (J C420 COIL STRAP' \ EVERY OTMIER STNS Ny MAILED w loo Box r BQUAL NUMBER OF NAILS IN ACCORDANCE SPECIFIED NAILS PV TABLE SAA P'FCM IN EACH END.. A (!i 2644 MICA P& PLA1T'!!r ”' TIE ANCHOR .. @�tt!;>5FLOOR VIDES FLOOR -TO -FLOOR TENSION '•. 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