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Home My WebLink About27392-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-29560 Date: 07/03/03 THIS CERTIFIES that the building ADDITION Location of Property: 550 SALTAIRE WAY MATTITUCK (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 100 Block 1 Lot 36 Subdivision Filed Map No- Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated MARCH 19, 2001 pursuant to which Building Permit No. 27392-Z dated JUNE 11, 2001 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 ALTERAIONS & ADDITION TO EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to WILLIAM & PATRICIA YOUNG (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. PENDING 06/30/03 PLUMBERS CERTIFICATION DATED N/A Aut ized ignature Rev. 1/81 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. 27392 Z Date JUNE 1$ , 2001 Permission is hereby granted to: WILLIAM & PATRICIA YOUNG 550 SALTAIRE WAY MATTITUCK,NY 11952 for ALTERATIONS AND ADDITION TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR AND TO THE CONDITIONS OF THE ZBA APPL. # 4949 DATED 5/03/01 at premises located at 550 SALTAIRE WAY MATTITUCK County Tax Map No. 473889 Section 100 Block 0001 Lot No. 036 pursuant to application dated MARCH 19, 2001 and approved by the Building Inspector. Fee $ 175 . 80 k Autho zed Si ature COPY Rev. 2/19/98 Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT �� 2 2QQ TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and"pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy -New dwelling$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. J41--/ 013 C'tLS New Construction: Old or Pre-existing Building: (check one) Location of Property: ASO uc (?Y H t�T-1 l?�-((� �_ House No. Street Hamlet Owner or Owners of Property: tiUtI t_L k P YY� �', w ( ;4T �< H ( 7 OO Q G Suffolk County Tax Map No 1000, Section Block Lot 13w Subdivision Filed Map. Lot: PermitNo. a 739�I Z Date of Permit.-TAME COiApplicant: �,tiliLL,ti M4- FRi1 (c,P (C-c%<�; Health Dept. Approval: Underwriters Approval: Planning Board Approval: / Request for: Temporary Certificate Final Certificate: (check one) C,C, Fee Submitted: $ Applicant? ature co �ags6o -- - ;17 r Peter T. Podlas, Architect,PC µ P. O. Box 285,4 Laila Lane Remsenburg,NY 11960 Telephone: 631-325-0929 Fax: 631-325-1323 , l 3f- www.peterpodlas.com May 18, 2001 Southold Building Department Southold, NY Re: Mr. Bill Young 550 Saltaire Way Mattituck, NY Dear Building Inspector, The existing septic tank will be moved a minimum of 10 feet back and will have to conform to all Suffolk County Health Department requirements and standards when the new addition is built. �p 3 *4" pO !. � e �N e odl Idem W WOO o s, Ar ' rar C 11 1r193 6�13 v 5 BY THIS CERTIFICATE OF COMPLIANCE THE 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 BUREAU OF ELECTRICITY 5 5 40 FULTON STREET - NEW YORK, NY 10038 SCERTIFIES THAT 5 5 5 Upon the application of upon premises owned by 5 P PP 5 S 5 rj BILL YOUNG BILL YOUNG 5 550 SALTAIRE WAY 550 SALTAIRE WAY 5 SMATTITUCK N.Y. 11952 MATTITUCK, NY 11952 SLocated at 550 SALTAIRE WAY MATTITUCK, NY 11952 5 S SApplication Number: 1147774 Certificate Number: 1147774 5 5 5 Section: Block: Lot: Building Permit: BDC: NS11 5 5 Described as a Residential occupancy,wherein the premises electrical system consisting of Selectrical devices and wiring,described below, located in/on the premises at: SFirst Floor,Outside, 5 5 5 was inspected in accordance with the National Electrical Code and the detail of the installation,as set forth below,was 5 found to be in compliance therewith on the 3rd Day of July,2003. Name QTY Rate Ratin Circuit Twe Miscellaneous 5 FINALED 7/3/03 5 INSPEC R.RICHERT 5 5 Wiring and Devices 5 Outlet 13 Fixture 5 Receptacle 6 General Purpose I5� Receptacle 6 General Purpose �5] Receptacle 2 GFCI 5 Paddle Fan 2 5 5 5 S 5 5 5 Sea. S 5 1 of 1 5 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 5 a t (/ APPEALS BOARD MEMBERS �ieJ�t OG Southold Town Hall Gerard P. Goehringer, Chairman y� 53095 Main Road James Dinizio, Jr. y P.O. Box 1179 Lydia A. Tortora Southold, New York 11971 Lora S. Collins A � p!� ZBA Fax (631) 765-9064 George Horning ��l `�� Telephone (631) 765-1809 BOARD OF APPEALS TOWN OF SOUTHOLD FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF MAY 3, 2001 iMAY , 4 Appl. No. 4949—WILLIAM YOUNG (�/� STREET & LOCATION: 550 Saltaire Way, Mattituck 1000-109-1-36 DATE OF PUBLIC HEARING: May 3, 2001 FINDINGS OF FACT PROPERTY FACTS/DESCRIPTION: Applicant's property consists of 20,000 sq. ft. in area with 100 feet along the east side of Saltaire Way, Lot No. 33, Saltaire Estates, Mattituck. The property is 200 ft. in depth, and is improved with a one-story frame house situated 66.7 feet from the front property line facing Saltaire Way. BASIS OF APPLICATION: Building Inspector's March 21, 2001 Notice of Disapproval under Article XXIV, Section 100-2446, based on a building permit application dated March 19, 2001, requesting an addition at less than 15 feet from the side property line. 1 30 AREA VARIANCE RELIEF REQUESTED: Applicant is requesting a proposed,,20. addition at the north side of the dwelling, which extends 8.4+- feet into the northerly yard area, leaving a 10 ft. setback at its closest point to the side property line. The addition is partly for a deck and a den. REASONS FOR BOARD ACTION: Based on the testimony and record before the Board and personal inspection, the Board makes the following findings: 1. Applicant indicated the need for an addition to his dwelling for his growing family. The property has established side yards, and the northerly side yard is adjacent to a subdivision park area which is undeveloped, vacant land, with a tennis court. 2. Applicant's property consists of a 20,000 sq, ft. lot improved with a one-story frame dwelling. There is no evidence, submitted by adjacent property owners or found by Board Members at the time of inspection, to indicate any change in the character of the neighborhood or detriment to surrounding properties or adverse effect or impact on neighboring properties. 3. The grant of this variance is not substantial based upon the fact that reducing the side yard to 10 ft. on the side yard facing the park will not impact any adjacent property owners. 4. The requested area variance is not substantial. In considering this application, the Board deems this action to be the minimum necessary and adequate for the applicants to enjoy the benefit of an addition to the existing dwelling, and that the grant of this variance will preserve the character of the neighborhood, and the health, safety, welfare of the community. Page 2- May 3, 2001 ZBA Appl. No. 4949—W. Young Parcel 1000-100-1-36 at Mattituck BOARD RESOLUTION/ACTION: On motion by Chairman Goehringer, seconded by Member Dinizio, it was RESOLVED, to APPROVE the variance, as applied for. VOTE OF THE BOARD: AYES: Members Goehrin almta , Dinizio ora, and Homing. [Member Collins was absent (out of state).] Thi solution w duly pted GE -ARD P. GOEHRINGER CKAJRMAN BU WING PEI MST PhVII�� CHIC h LIST rDate Owners Name: N, Reviewed: L4 n e f— Date Engineer: r: Submitted: p / / ��/ SCTNI 17: -!/g2% District: 1 000 Section: DO Block. I,or. 3G I'rojecl5 0ubdivision I ocation_ . Single S separate Requir cenifcanon: (Yes/ o) R-q Kcy. Lonnie Dutncl l w stzc. lActual� 11 of covuage I'iopuxcd IZcy / .�// Rcq �U / �f Req. Jiro Pard 0 Proposed 7 {J (Side Yard Proposed. �f/ J [Rear Yard Proposed Project Description: AGENC HERMITS Permit REQUIRED FOR REVIEW N.A.. NO YES Number Suffolk County Health Dept. New York State D. E. C. Town Trustees Town Zoning Board approval: Town Planning Board approval: Flood Plane Elevation ??? Flood Zone: /E3 Notes: o. CDS-23c�s� FORM NO, 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD, N.Y. NOTICE OF DISAPPROVAL DATE; March 21, 2001 TO William Young 550 Saltaire Way Mattituck NY 11952 Please take notice that your application dated March 19, 2001 For permit to construct addition to existing one family dwelling at Location of property 550 Saltaire Way Mattituck County Tax Map No. 1000 - Section 100 Block 1 Lot 36 Subdivision Filed Map # Lot# Is returned herewith and disapproved on the following grounds proposed construction, on lot 20,000 square feet, not permitted pursuant to Article XXIV Section 100-244B which Requires a minimum side ard setback of 15 feet. Proposed addition shown at 10 feet from side lot line. ------------ c. .eQ Authorize S' ature 4 87.3' 1810.0' .4' 8.0' 280' __ I EXISTING � 1SHED, IDECK I I� ' CO# Z-23456 - il -F`I-- -- -- DEN q l ADDITION . . . 22.4' 13.6' - CURRENT DEN r--- y- -- - ST 11.2' DECK li- CP I i I I WILLIAM&PATRICIA YOUNG EXISTING POOL -T 550 SALTAIRE WAY j CO#Z-23465 MATTITUCK,NY 11952 TAX MAP#1000.100.01.36 - -- -- _ - -- -- -- -�. - -- - - -- -- - - - . ._ - - - - - _. _ - FENCE 22.5' a23 ��= 765-1802 BUILDING DEPT. INSPECTION [/, MetINSPECTION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: DATE C/ INSPECTOR 765_1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FO DATION 2ND [ ] INSULATION [ FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: DATE /0/31 O INSPECT / M-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ "ROUPLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: ti n L _ - 7,2p DATE INSPECTOR 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ FINAL [ ] FIREPLACE & CHIMNEY REMARKS: DATE l 0 )- /�93INSPECTOR FIELD --=----IN--S—PECTION REPORTOIDA 1 .. CofMNTS ----_ --- II 3V� = ' ---------- ---- -- ----_ --I FOUNDATION ( IST) If !� _ Ir I i it T1 C II it II --1I In1 FOUNDATION (2ND) it _________ —��_�— __— I if ROUGH FRAME 6 �N PLUMBING ii ii G n ij I II II � y INSULATION PER N. Y. n� n STATE ENERGY ii l n I FE p CODE II jr u n u u n C� II I 37 y II n II 6 II��pII II n n_ FINAL I ADDITIONAL COMMENTS: n rt I 6-1 ' ° I � "J y � H I p I z o N I I is-rv:v yr avu Art ' ! I pb • r iu LNU PhYM11 APPUCA ION UhlEC:KLIS BUILDING DEPAR ' Do you have or need the following,before applying TOWN HALL 1 i, ^ 20 1 v MAY �Q�� Board of Health SOUTHOLD, NY 11§71 6 _ 3 sets of Building Plans TEL: 765-1802 a v rYo2��- Survey Check Septic Form N.Y.S.D.E.C. h Trustees Examined w 20_ Contact: Approve 20_L Mail to: Disapprc a/c ^ _p . Phone: P 9 3 —S ip C� Building Insector— APPLICATION FOR BUILDING PERMIT Date M a ae 14 J9 2001 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and 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. 3. 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 a Certificate of Occupar is issued by the Building Inspector. 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, Suffo*c-otinty,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 coinply with all applicable laws,ordinances,building code,housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections,..',/A/, (Signature of plicant or e, if a corporation) SSoSAi-Atet, V MR777TUCK (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect,engineer, general contractor, electrician, plumber or builder Ow mE Name of owner of premises W l r-t-t o rn a . 4- N`T e t C 1 H H. YO J OG (as on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 55n 1;At-TA1iZE WAY HPt i 1 -rLACK House Number Street Hamlet County Tax Map No. 1000 Section /06 Block of Lot 3(o Subdivision S(J LTA t E I=`rn,TE C. �— Filed Map No. SF i., Va. Lot 33 (Nance) bAiowig ubc oatu ucuupaucy of premises and intended use and occupancy of proposed constriction: a. Existing use and occupancy ... S t w(c L c- F(4 m, �Y 12 Cs �4)euc g f b. Intended use and occupancy S t ai : i_G PA tvt.o rd E5' t b C-u C S >. Nature of work (check which applicable): New Building Addition _Alteration Repair Removal Demolition Other Work (Description) I. Estimated Cost 4tgc) 000 Fee (to be paid on filing this application) If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars If business, commercial or mixed occupancy, specify nature and extent of each type of use. Dimensions of existing structures, if any: Front .5 B,�j Rear . X8.4` Depth 3 i •g Height Number of Stories I Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories Dimensions of entire new construction: Front Rear Depth Height Number of Stories Size of lot: Front !UO ' Rear /UO ' Depth � DO i 0. Date of Purchase t 1 tQ- AS Name of Former Owner t--YN.Dern C0 NsT/,4/jc Hog- i+Dm L=z 1. Zone or use district in which premises are situated Q �� 2. Does proposed construction violate any zoning law, ordinance or regulation: 3. Will lot be re-graded O `/ Will excess fill be removed from premises: YES �% 4. Names of Owner of premises f Jm4 PtmLkA ]o,3N.kddress 550Sa�•rm g�IJA Phone No. �0-s(09 Name of Architect Address Phone No Name of Contractor Address Phone No. 5. Is this property within 100 feet of a tidal wetland? *YES NO— QUIRED 6. Provide survey, to scale, with accurate foundation plan and distances to property lines. 7. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. TATE OF NEW YORK). SS: COUNTY OF_Lu FFOLK W . i l/,nC. G /v o U N G being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, i)He is the t ) IV Q (Contractor, Agent, Corporate Officer, etc.) f said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; Cat all statements contained in this application are true to the best of his knowledge and belief; and that the work will be erformed in the manner set forth in the application filed therewith. worn to before me this day of MlqyfeW20o ( Notary Public Signae of Al ' Me MQA L i6PPIK too"PuWA Surfed A1owYak Camnioe m EWW�!�ao/ TITLE NO. I I IS -7740 THIS LOT SUBJECT TO COVENANTS :_i��;x��•" h I ,ll FOR TREATMENT OF WATER SUPPLY FOR THE FOLLOWING CONTAMINANTS: ' L. IRON, NITRATES, PESTICIDES. T EN�� lu .;l.in sia°:;cls C taA .�i4/.g6: to 0,0 IDS ly s ' too.Od f�.+s1 tA� c s 3 � � 3 s�• Ic � •$, Y�"013 6 g� Pp�,,.,.fvdJ �- c N• a\ �1 fit. W.'_ � a ty o� Q a- • d- _�Qd__--� sTi 1 Ne; ZOO 00 1.6 II.J 401 3A 1010.06 MAY.14 "1I SUFFOLK COUNTY HEALTH DEPARTMENT ' SURVEY FOR DATE AEO 9 1985 WILLIAM YOUNG a PATRICIA YOUNG H. D. KHF. #may LOT NO. 33,° SALTAIRE ESTATES° OCT, 24,1965 AT MATTITUCK DATE, OCT, 3,1986 Tho sewrolo d.tapoatl mad vstar supply SCALE- 1" S 60' faaMitlerr Po; th1S tooattoa hnve been TOWN OF SOUTHOLD iaspoeted by this dopartmcut Ewd round SUFFOLK COUNTY, NEW YORK NO. 85-1275 t0 be satiazestor1r. p� 10UIAUTNonutO ALTERATION OR ADDITION To THIS GUARANTEED TO s Q, , ca-6 ��' feevtT sA VIOLATION OF SECTION 7209 101,THE FIRSTAMERICANT URANCEOO:DfN.Y. NEW YOIIK STATE EDUCATION LAW Cbief of Gene Engineering INCOMES HIF THIS SURVEY NOT SEARNG THE LAND N[IY Services SURVEYOR! NIIED SEAL OR EMBOSSED SEAL SHALL 1T OP POq OCT BE CONSIDENO TO K A VALID TRUE COPY P W Yq MQUARANTLES INDICATED HERtON SMALL RUN ONLY TO O` HEALTH DEPARTMENT-DATA FOR APPRMAL TO CONSTRUCT THE PERS FOR WHOM THE SURVEY Is PREPARED * v CO AND In HIS BEHALF TO THE TITLE COMPANY,GOVERN- r M NEAREST wATf1� MAIM�MJ.�! *SOUR gF MATER. � TE PUBLIC.� MENTAL AGENCY AND LENDING INSTITUTION LISTED _ M SLFF C0. TAD MA/ BMT Iona SECTION.19lZ BLOCK,3l1..LOT�,1l.- HEALON,AND TO THE AStNN[Ef 0/ THE LENDING N THIN AK NO DWELLINGS WITHIN 100 FEET OF THIS PROPERTY INSTITUTION. GUARANTEES ARE NOT TRANSFERABLE r M ADDITIONAL INSTITUTIONS OR SUBSEQUENT OTHER THAN THOSE SHOWN *g N. OWNERS '^ M TLEONFOR SYPRY AISANDAROfTHDISMAL. SYSTEM MRTHISDEPARTAnIVEMENT 1I DISTANCES SHOWN HEN[ON FROM PROPERTY LINES aO WILL CON/ORM TO THE STANDARDS Of THE SUFFOLK COUNTY DQMTMENT TO EXISTING STRUCTURES ME FOR A SPECIFIC O 11 Of HEALTH SENItEf. 9 APPLICANT, PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINE! Olt FOR TIME E1IECTION OF ►ENC[! / B 161REE' ADDRESS C • 7A� YOUNG a YOUNG 4RRIOVERHEAD, NEW YORKE NOTE, OnSTAKEMMONUMENT SUBDIVISION MAP FILED IN THE OFFICE OF THE CLERK OF ALDEN W.YOUNG,PROFESSIONAL ENGINEER SUFFOLK COUNTY ON AUG.3,1966AS FILE NO. 4682 AND LAND SURVEYOR N.Y.S.LICENSE NO.12845 HOWARD W.YOUNG, LAND SURVEYOR N TIE LOCATION OF WILUwh SEPTIC TANKIRIOOtwroDLS(cPl SHOWN IIt11EON [141 N.Y.S.LICENSE NO.45893 ME FRIM FIELD 2=0mlKNf An OR DATA OeTA1ME0 FROM OTHERS BRANDIS 4 SONS INC. 1046 - ., sett _ r - t. + __ xr „r '"V t• Ny .,r I a4`Itr3, F r, . "".�' .,lent r :.:Eft l n I.,vl rv- <1 Ys ! l ur '.,J s n n I" , p,,� `'.i r• i "�r_ �ill� ;.,,'. ' ,. ,,'i�' 9a P Y capacity f I ��YM�[I1yU note g rices ifefwlse d. t y y r' 1b�, 1�3� Yo ah�C� � Ate- $,44 0' wtrl n - t TV. rri -r � t?r' QRS,ANt� ROWS - 18.08 Architect Is not etl pd for supervision In an ca c u atakerjtrom'aurvey dated, sitar Indudb Sra+iey-'FI 8.01 'OWWO for e( Jeholy use doors or operable parts of windows located ng 9e Prior to end during const. ds� Nt l ,, Aetut i %' 18.04 Contractor to otrteln all perrhfis and hrsurence necessary to protect the areFlbcf and 1ee(Wa aMgr, p•tk1 !L r Sufic 2,00 SITE t( as fd prndde u►trlt+etrlcted egress lo eget Opeh,spaces Such openlrga shell not the owner. Architect to be notified in writing of all changes °t alas Yi' This drawing Is an Instrument prepared to facilitate construction and Shall not be " rift '1st' ( 15 . 2.01' brosvMt(orslg0 be 9l ftftnl to provide fun design dimensions orto allow for forming Impede egress fin III emergency, ahall have a minimum area of 4 sq. ft. with a min. construed as a contract between the builder and the owner. Federal, State and Local Pf•ere Rt0 x Moto Meer on virgin soil, pressure assumed bearing cap 2 ea required. A'1CtoIDlTSF. dtfris illon of 191 with bottom of openings no higher than 3'+e" above finished floor in zoning and building code compliance shall be the responsiblitty of the contractor all above grade stories. All glass wfihip I Be of floor to be safety glass. "melons awur_,w otem. 2.02 BacMNI and eomple 0040x- tae dean earth containing no organic matter, well graded. Fitt beneath stnud(',ae'atidl'be compacted to 95% density as per ASTM D1557 8.02Minimum window feipuffements per room Is 8% of floor area for fight and 4 r0 for PART b "a^ MOUI. -U "code -u^ prgym. go, Ft aTUMR Method D. ventilation. 2A4 17 INSULATED FRAMED .00 $.03 DOOIS and Wkld(N0a 10 be Insulated glees. memam OOMPON DTIOx rRAYzg r .sere .4 .1 2.03 Drainage �art�loraNngs" as required 4" diam. perforated plastic Pipe 10 dry well N Boll AREA COMPOxENT AREA e • t e 0 W,NPMR t footings s - /-� 0..• M.I. Al,nim 0.44 • L 8.04 Enhance doors to conform to NYS Energy Code. .46 w.gbeerd .46 -t .17 w. I. •• Will 040 9.00 FINISHES 1x.00 ,nnn.Ron NI t• .0 8.00 CONCRETE - 1l • os ' suss +.a1 'Cot ' ' 'wit 9.01 Drywall- 12"tapered edge gypsum board, applied, taped and finished as per US 47 sheathing " Tetel�,� ,r 301 Concrete work shall conform to American Concrete Institute Standard. Gypsum Company recommendations. Use water resistant type as substrate for .01 siding .e1 Air Innitrstlo ceramic file use. 5A1"Type X (3/4 hr. rated) in garage, 5'-0" out on walls and 0.17 Eat. Ab Fxm 0.17 -� 3.02 Concrete she bet min. 3000 psi class ® 28 days unless noted otherwise. ceiling as per NYS Building Code. Tote) 2CeC�.,�" nese a-Te,.l 4.e2 Nstn. 3.03 Reipforcing Rods- ASTM A-305: 8x8 10/10 WWF ASTM A-185. Reinforcing In 10.00 CAST-IN-PLACE CONCRETE U.a Insulated Freeuen• . rmm.d r,.mlen• Paeplr••t4 agMomt to Ists*t raWlon of tM NTS Energy Code, AS WELL AS ALL footings Doty where variation In soli conditions require, and where soil does not R- bon In.ul.,.d R-ret•I w.mea EQUIPMENT INOTALLATION a CONSTRUCTION. Air InflNr•tlon .07efm-doors,.0ofm•wlndews. provide 2,500 psi or rated otherwise. 10.01 AN reinforced concrete shall be furnished and Installed in accordance with the Use. �e 19 " .oa MYAC min. performease furca • bollen (gee or ell) 00% APUE Central Air send, split 8:04 Formwork Shell be wen braced true to dimension, level and plumb and foundation has current ACI.318 "Building Code Requirements for Reinforced Concrete." `'6° "' / system 10. SEER, .Ingle 0.7 SEER. � 1, -r�� -�:��,�r � T Meeting system to be: ft d 1'�_T V �`I�••I�-•^ ?` L�•I'I+.,.L,"'I' Hg,1tlny system to been designed for grades less than 5%. 11.00 FOUNDATION, NOTES be ebie to handle a min. of !r STUA1R, HEAT LOSS for few construction a per the 3.05 Vapor Barrier 4 MR. polyethylene sheet lap all edges 8".This is to be on the the exterior SUMMARY OF TOTAL THERMAL RATING Plaa attahed. "Siding co,draston plumberto ser lL It any diseropanelee notify archness. walls of file foundation 11.01 The presumptive soil bearing capacity is assumed to be (2)TSF for all footings. It he 1.LI th.n3.l mono bl 1...ro e.g .ser,the envulepe"Mien of in.bullding I.In Mos water to be• find Mt water tsnY or 40 gallon aqua booster hot water storage t eompllmo.with 1M anergy Fetl.. tare wms looket min. Plus size min. t"zb", terra gotta or triple wall pips. I, Peter Pof la, to 4.00 MASONRY 11.02 Filled subgrade below floor and footings shall be compacted to be 95% of the TABLE THERMAL tMbat army RnsWlsdge certify that these plane comply to the latest nwblon of Me NYS modified proctor. AREA U-VALUE USED RATING Energy Code 4.01 Concrete Masonry Units shall meets ASTM C-90 grade A; solid block ASTM C-145 A. WALL ABeEMUY �/ grade B. Shapes as required; 28 days old before installation. Minimum net tom- 11.03 Provisions must be taken to protect all concrete work from frost damage with special Al Al A. A uW, 1 , BOB-' , I AT A$NOTED PROVIDE OPENINGS FOR arm pressive strength of block to be 2000 pal. attention paid to footings and other on grade parior to backfllling and enclosing the Ax ux . ,,_ �739Z EMERGENCY ESCAPE AS building. U, , � "RED IN PAK ;41 9F 4.02 Parging- 1 coat Portland cement ganging on above grade CMU. sponge finish 1/4" 11.04 The maximum vertical distance measured from the top of a basement floor slab to Al. cutting Ap 7s gp outside finished grade shall not exceed the following. �' BY: N.Y. STATE BUILDING CODE. NOTIFY BUILDING DEPAR -pT_ A ug -� 7e3-�B62 9 AM TO 4 PM FOR THE at masonry walls below grade. Al. Doer. Aa �'r Ue ' '1 FOLLOWING INSPECTIONS: Type Of Wall Height Ad Ud 5.00 METALS r-r I. FOUNDATION - TWO REQUIRED $" block 7' E.btei.i n arm.I Rung for section A(A1♦A2 a Ax): I I FOR POURED CONCRETE nNDERNRRmsCERiIRQATE JJ 2. ROUGH REQUIRED FRAMING & PLUMBING e. ROO /CEILING ASST lY S. INSULATION 5.01 Anchor Bolts shall be 12" diameter embedded 8" in poured concrete and 15" in --- 8"conCrete (unrelnlorced) T e,. Reetcannr A•q`= -,, ��' ` 4 FINAL - CONSTRUCTION MUST �i unt! rna•onrtt_LUlln-(?)andsor bogs per section of plate. 12"_from each end with Inter- - 10" concrete (unreinforced) 8' A, U.- OR mediate bolts at 8'•O"D.C. max. ALL coNsrnucrloN sRel H N.Y. �a yam. ILS ��7� - . STc^�tEO CONSTRUCTION THE N.Y. UJG raj OIVLAYYr _ ei s.rllpn,. AD- ug- STATE CONSTRUCTION & ENERGY 5.02 Metal Joist Hangers &Ty-Downs shall be used at all joists with direct bearing, 12.00 MASONRY Bemebl n. m.I Rating for s..Uen a tel .Ex): j / CODE ESPONOI 18 GA galvanized steel. Use all nails provided by manufacturer. By Teco or equal. 12.01 Concrete masonry units (CMU)to ASTM C-Sots C. ENTER DATA As APPLICABLE tEHh.r Cl,C2.1 ca) v GN OR CONSTRUCTION E�R 9R OC CERTIFICATE .Ali framing to receive hurricane dips and tie-downs. r �V V U CY Ci. nee, Arll1 Ut T'�. ''"„1 -fir � 12.02 Minimum net Compressive strength shall be 2„000 PSI G2. Ieund.tlonw.n 5.03 Nails - number and type for each application as called for In the BOCA cede, or We" manufacturer's recommended standard. 12.03 Mortar to be type"N". Compressive strength to be 2,000 PSI. Above pe Grade n. Abeva ane.Exposure�_M. _�- 12.04 Provide "Dur-o-wall"standard gauge or equal' in all walls over 8 courses high. Insul.Nm Depth 0.00 WOOD - xe'_4E^ ue _e4"_Feepnp Awn � .-1 0.01 Sill Plate - CCA treated to meet American Wood Preservers institute standard. 13.00 STRUCTURAL STEEL NOTES P.dril R-Yams _ _ ll��r GGL.Y �1TT C1 sten Eer. 'I�YB�r 0.02 Wall Studs- 2 N. Ste-frerMng-and-PWnstor-spacingrAn-Structural_IumhP.r_shall have - ___ In.ul.He. :0.01 -S:aelwork-lrtganarst-srfe7l-o3zfeRn :o the curr<en!-t:peo!t!eanons-ter the-design, --- -.- ----- � - subt.rarn...,.I Rating far s.eHenctct „cz4pa7: I '�I - -- l /;n; f•� 1100 fb bending stress; 1,800.000 modulus of elasticity and max 19% moisture fabrication and erection of structural steel for[buildings adopted by the AISC. J _ content, Doug Fir No. 2 unless noted otherwise. C' ` - 13.02 All structural steel shall be In accordance withl the ASTM specifications. -- � ��I-G`z`-'--i 8.03 Floor, ceiling Joist, root ratters and girders - same grade and construction as for g. TOTAL THERMAL RATING tTlr i ! �r / /nl 1,i IF'`' + '• - f}G1 E �1+1e strudurel lumber noted above (8.02). 13.04 All connections except as noted on plans and details shall have bolted or welded / - c4 ,rfss#rule# rdrkem cNr7elSar7urls ---- - - -- - V t1lT�7 8.04 Bridging - wood cross bridging, as required by code. - , 13.05 Shop drawings to be submitted to structural engineer for approval prior to fabrication. - - --- 8.05 Root Trusses- designed and manufactured to meet all applicable codes, Provide / NOTICE:"BUIBDBRS PTrANS shop drawings sealed by a Professional Engineer; fabrication certitled by 13.08 Erector shall provide adequate temporary bracing for lateral stability until stud walls, Cybo\sK� ^ The Contractor warrants to the Architect that he possesses the particular JOtio competence and skill in construction necessary to build this project without engineer odor to Installation. plywood, roof trusses, and sheathing are In place. of {armeT�y �� full engineering and architectural services, and, for the reason that the rTl IOp.00 Contractor wishes to rely upon his own competence, the contractor or Owner 8.00 ' Floor Deck- 5/9' plywood, standard C-D-X ^ DFPA. direct bearing at edges. Protide 14.00 ELECTRICAL = 12" plywood finish Underi M below all vinyl flooring ore ual. Glue 10 joists. _ - 3p E has restricted the Architect's scope of ess'real services. In reliance ptyw aYnte Y 9 q. i = 5f�69 W on the Contractor's warranty and en the limited express request ro the Contractor or 14.01 Shall conform to the latest revision d the National Electric Code, the Local Power � _ owner, the Architect has undertaken a limited eco a of 4 p professional services. • 0.07 Roof Deck • 1'2" plywood C-D-X • DFPA. exterior glue. Company and all applicable local regulations. � c .�' s ..� The construction documents provided by the limited services shall be termed $• r Builders Plane in recognition of the Contractor's sophistication. Con- 0.08 Sheathing ^ 12" plywood C-D-X - DFPA exterior glue. 14.02 Provide clock type day/nightthermostat. � a fieldconditions will require that the contractor adapt the "Builders Plane" to the not o s encounters make logics adjustments in fit form, _ _ - _ � _ _ _ _ _________ ____ ,n B- _ _ _ dimension and_auentity_thrrd.•°dr.e�«va ,...1..1,. •s - - -o -575a m -- - Plans" . In the event additional detail or guidanceisneeded by the 8.09 �yw000• all pywt7od Used sfnx:iurairy span meet itre--rz- �r,2vica sun„�e-veietti:ns-asy-erTC'ts-v�itiu"n'tgrzv6� - ----" `-_-------- ------�- - ---- - -all other requirements of applicable US Commercial Standards for the type, grade o , d contractor or owner for construction of an aspect of the new < and species of cod and shall be so Identified b an approved testing agency. 14.04 Kitchen and bath to have exhaust tan as 5 Y p project, he shall plywood Y pp 9 9 cY per FV VS building code. r'yj -�, - PN e, , '-� immediately notify the Architect. Failure to give a simple notice shall g I 'dG `\ �y5 relieve the Architect of responsibility for the consequence. 0.10 Horizontal/Vertical Sidin VUr" -4i 1 F I C �' T P"` ' "T� F I• fit' ,1`, _ - - is.'`..-_m_1ea" - - - - - .r nn u,A_3�rs • nAu,rA nv a+-ss --._nE� _ _ _ _ _ - - - _ - - -- -- - - - _-_ - - - - _�WEy,_ O_- - - -_�_ -__- _ - - --- -- - - _ i vl0d' � • 0.11 Provide double Joists under all parallel partitions. 15.01 Sewage disposal System and fresh water supply shall be designed and built In accordance with > 'F "' !-- County Department of Health. o 'lett t n -c+t- I L+vr� J�J-� .+1• i� tic . 8.12 Provide (2) 2"X8'headers min. over any window, door opening or any opening �6 ,I with double uprights, 9'-0" and over with triple uprights, unless otherwise noted. 18.00 MISCELLANEOUS `!. _ _ , Jfi .,- _t29RCN 3) �t• FT i 0,13 An pre-engtrleered lumber shall be Georgia Pacific GPI series wood- I-beams and ^. 18.01 .Extreme care and proper measures shall be used so as not to damage, bulge or „�t 1 " _-; �'� -_` ? y. i; _. -- , P - LVL products or egUaL Al plsIrgkders and headers shall have bearing stiffeners walls due to a superimposed z Installed as per rlamladurers recommendations. Web stiffeners shall be required rY Pe posed pressure, shoring, bracing, etc. , shall be S t i employed Un ill the full dead toad ot the building Is on the wall. Do not backfill 4 ' Yl�a at all load end bearing points at a mirdmum. Handling, storage and erection d 2 59ep W WP components shall be as per manrladurers recommendations. Sastre;foundation wells until floor system_Ntstellation,b comtrete" A....., - Oo l� 70.02 Where drawl are In conflict with other drawings or details, the contractor ✓ M g56 N• 7.00 THERMAL AND MOISTURE PROTECTION shelf notify earchNedfor ClarNleation. Donot amid drawings. ; a"} s�°f+9 °° t g " uuSAV" E°At TenAncN°aAo11OFTM MV STAT is A v ATM LN OF sEcrloN 720•ac TM Ito TOR r � arwTp IyAtpaTtoN LAW. , 7.41 Dampproofllg,'brush appy one coat d asphalt emulsion to exterior of all below 10.03 The arohilect will not have control or of and will not be responsible for con ^ f fCOPIES TM PLAN NOT NFAMa TMS ARCHrMni v: .w..Ar..�..�...... ...rww,..As tMr.pM.CnRw IMIF��ftm- J�pK ",nm lM, ULAE irm - - cautions and programa In connection with the work. / r 7.02 SIR Seal " 12"x 51 W compressible fiberglass beneath all exterior sill plates. I // A. The contractor shall give all notices and comply with all laws, ordinances, a ANY W r " rP AIO ell ANFtts1O0►TI•• •a watt 7.03 ineukltlon-11oor -5.1 W Sill R-19 Insulation. Kraft paper lace vapor baffler rubor regulations and lawful orders of o fllr public authority bearing on the Y - TO Are��stAfA aEAi Ea A�p � - 'l - - •• � zf 44-4l - -- _ - - ` - -- - - _ _ _ t- _ AN wallslobt R•J.�., 7y7Bs2In% 1e8on _ and speclffoall"amatvaimanetref*Wltf 'a '. - - - - - - -- - �T" G a re"ralEirtE toATctiy' MILS ` Owner and boMfsolisi anelilinde end hold harmlim the architect and ----- I --- 1 �- t 7J64 Rooting ✓ #,ao:WW shingles. Apply over 15 Itis fen or as noted otherwise. YII.TC I-I- B. mrdht elAlnito i 1-" their agents and erRpkyaaa'hom yI ckelr(N,deaiagas losses and expenses s 7.00 r IttnBrlNltfl+lfileAhMg bad Coated , flash all wall penetrations. Flesh I[rgkudlrfjf,butnCt.iM�i1A lo attorney tieee nrieinpj oat d or rosuNMg horn the anicomers Flashall va". ridges, windows, door heads, and JoIMs of disslmitaf periglrii vill"of tIMItMlftr-provided that IoW$I"claim, damage,loss or k t , fRaeaaa or death or to I ; rzr;, I.sz r materhrf9:,,. ^ u, weyar.e... 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IP I -�vs f. , d � ,J':' r. :r - "z',l a',P�,.�n�l^ .�N545-f a, - .-,"I(h."� ,. -,.r r � o F-�itnh I - - -- - - - ¢fid NS .i��n 110 - - - - - — - ��—"��- 1-- -- - -- - -- ---- CYL\ Q C to — TV/ - ir1 7-740 - - Q iii k gi p c� - f- n, _ � r cl - r v �- � J✓J o N - -- It cr .' 'C' _ _ — - - - - --- -- � li . I C 1 ? a — Ey Ca71I Ll -01 it I r,T i4 — ITE USP Tip �N 0. $ FD Qalop _— ' r T -- _ I FI ups.% Il _ IN'V - !(,,'x II= I it a F `f I — ��I, rl-\l y1 0--I N !� p i 0 A .pyy�,y . 4W 41 AS NOTED I a ri 1�1 I; 9 ho k CA 51 � , Ig s r - 1 - --- - ---- - - _ ---------.� II,It, -- _ — .._ —_ _-•—�_ - - � � , � ' - � . kill - _._ -. --- . " - - - - "_ '— I _ .. ' - - 15i felt or Tgvak _ _ _ _ A 11 - w %* exterior plywaod - +�9, eoOf r a se6 'lslans for -_.---- - {},jy2gp t0 have tons f rLY- no ooreit in aath, etlg- i h areas - r ,R h , I Tl�I N. 1 i iT-111 s -- - r — - Iry r�� ° 1T:'x6" # tF�i.a board 1-10 "` � - �, � pin;�'1 or Voad soffit ir'i„en ' '', 11 �vBrhang�abA as required r i 1 � idin a'i, Ag � I �_ n-fdaiAr'�6'o ,e. e e yviex f ohdatRing �� Wjypoum well board' , - i 4 -i `v_ i _✓ -n XjE-__—_ _ ,a� _ __ __ u _O T-'"PAOJIL 2z6 CCA sill v sill seal M ' ' _ - aluminum termite shis],d – --- _ i iii dia. anchor bo,ltp r ;i /1d ) 2 / u 1gxaacau PQUEiCtATl(JN Pouredon�gcetfo+iu1Lnd. wall aw eta slab �--keyed t Y. ZOES footing. cope Cadaapprbofing V./ MID QGaGp �I,CiCJ� 4 - --. .,-- n r -- _-,- ------- - -- - - - - - - -- I MU r T. -,; I- _. - --I --- I I tIF a, -- - — Vii._ `AA.,-. NM ► s e