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30603-Z
FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-31368 Date: 01/03/06 THIS CERTIFIES that the building ADDITIONS/ALTERATIONS Location of Property: 4735 WESTPHALIA RD MATTITUCK (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 113 Block 13 Lot 1.2 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated AUGUST 24, 2004 pursuant to which Building Permit No. 30603-Z dated AUGUST 30, 2004 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is ADDITIONS & ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to N.J. MANAGEMENT LLC (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTM@PP OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. 124281 12/11/05 PLUMBERS CERTIFICATION DATED 12/29/05 WILL B. ROBEDEE Authorized Signature Rev. 1/81 Form No.6 - L� " TOWN OF SOUTHOLD YCµ �• r N JAN 3 BUILDING DEPARTMENT �$0 • !31 t{ TOWN H.AI L i 765-1802 -- -- - - `#�'ICATION FOR CERTIFICATE OF OCCUPANCI" 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: L 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, Corru ercial $15.00 Date. New Construction: ✓ Old/or Pre-existing Building: ,�.�/t(check one) Location of Property: _ C/73$� (�✓Q�pH,p-LiA �1 0 r•`�'�\\UQJV House No. Street Hamlet Owner or Owners of Property: P 1• U/V�4,e W`w�, Lj-e- Suffolk County Tax Map No 1000, Section e17 ?j 6 6 ) 'I/? Block _AW / _9 Lot Ob/ , OOZ- Subdivision Filed Map. len Lot:_ .3 D. pp N 'Vv�c Gw`-e�.� . Permit No. ,3 i1�'O� Date of Perrrtit. D Applicant: � � �- Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ ,/�����■■■■�I�! Applicant Signature C �o 3136 J 1.JAMtb, NtW YUKK 11/tlU , r,n,_ c 'P7 ^^ 33Pt• 3011THOLD P'iILDING E31 -,E5 9502 P. I • 6UFF0�,�� ?opt^R%U.53095 Mai:: Road . `l' rax(631)765-9502 F.O. Bax 7 i'9 p Tcicphon:(631) 765-18(x2 Snvdnd„ Now'York 11171-0959 f3L:U.l)'N(i DEPARf1,19.N-1' TOWN OF SOUTHOLD CF RTI FICA 'C10 >< Dale. lo�-o� I -05 PlumL_r• _i_A.1��.�LT.�����..�-�_9�7-/ 11'" (l,ease pru-_t ( _ertlfy tlmL the snider —3cci r1 like w Iter supply systcnl contains less U1au 2/10 of I°u (Phunbele S;eTlalurzl 3 noxi 1e be ore n1 hie a29 3a; of.0��ltr/7f!L. �df L ERIC L NOTARY PUBLIC,,State State of Nen York No.4839390 Qualified in Suffolk County Commission Expires MereM38.'!� ti:�tary Pub.ic: �l�y ��-.-.chat} 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. 30603 Z Date AUGUST 30 , 2004 Permission is hereby granted to : MANAGEMENT CO NJ ST JAMES,NY 11780 for ADDITIONS AND ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR at premises located at 4735 WESTPHALIA RD MATTITUCK County Tax Map No. 473889 Section 113 Block 0013 Lot No. 001 . 002 pursuant to application dated AUGUST 24 , 2004 and approved by the Building Inspector to expire on FEBRUARY 30, 2006 . Fee $ 231 . 00 razed Signature ORIGINAL Rev. 5/8/02 LD INSPECTION REPORT DATE COMMENTS FOUNDATION(1ST) — W x -------------------------------------- FOUNDATION ----------------------------------FOUNDATION(2ND) 1I�n O fLt ROUGH FRAMING& © — PLUMBING id y D i 1171-0 J- - O INSULATION PER N.Y. STATE ENERGY CODE 3 FINAL ADDITIONAL COMMENTS Z I O (�'m A -- — d b z v — en b q��apF SOUTy�� u TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ) FOUNDATION i ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [FINAL [ ) FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: jAq DATE I ^ C `57 INSPECTOR "' a��NOFo M 30603 Z0�#r TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING FINAL [ J FIREPLACE & CHIMNEY [/ ]\ FIRE SAFETY INSPECTION REMARKS: � - , DATE // � /�� OS INSPECTOR 4�, sol/&- �o 3Q � o3 7- TOWN TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE ��9 ��� INSPECTOR 3t) 66�3 TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ) ROUGH PLBG. [ ] FOUNDATION 2ND [INSULATION [ ] FRAMING / STRAPPING [ ) FINAL [ ] FIREPLACE & C_�H``I��M.�N`EY [ ] FIRES SAFETY INSPECTION REMARKS: C 'n-4 i4L �S l.8 DATE INSPECTOR 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION XFRAMING A ; [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS:�� DATE a INSPECTOR 3003 Z 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST KROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [x FRAMING / [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: - d - t DATE �� �� INSPECTOR-` " ' 3 oh 03 Z- 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE ��/ �� �`� INSPECTOR 03 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: /V � ✓ K ' 4 1 DATE - QS INSPECTOR 3 03 765.1802 BUILDING DEPT. INSPECTION [x FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: ' DATE 7'13 �s INSPECTOR �� I , TOWN OF SOUTHOLD PROPERTY RECORD CARDy 0 0 0 — //.9 /3- ` _ OWNER STREET //— — /` VILLAGE DIIISS�T. SUB. LOT l '1 Q!•1 WrJ I /�� Irl..! 'j A,- [ c' / FORMER OWNER N / . E I ACR. 7 7 5 W TYPE OF BUILDING 7 E " EAS. VL. FARM Comm. CB. MICS. Mkt. Value LAND IMP. /TOTAL DATE REMARKS 3000 (�©�� _ Is SCI r WtII, __14-1 ,4-1700 m 3 o a a -c• ;t 1 ac'ib 113 -BA- 1 clA-(.2 +?-)of eK� &Alt $ % oo Qo a Go A L3 EbD -C l �?3 ll ,766 '1 - of 1 1 Z?" (,)C b %4- !O aRIQB- JF-" _ 98q - COnSf RL - P�)AA .,4 b Lq 5 o0 3 3©��1tv ela3 �k 4o'x I`4'a rrAb # aMS _nhas — � 2. 1�0�3�J �'ts1 AGE BUILDING CONDITION NEW NORMAL BELOW ABOVE FARM Acre Value Per Value Acre Tillable FRONTAGE ON WATER Woodland FRONTAGE ON ROAD Meadowlond DEPTH House PlotBULKHEAD DOCK Toty4, ■■■■■■■■■■■■■■■■■MEN■.■■■■■■■ ■■■■■■■■■■■■■■■■■■■■MO■■■■■ �■■■■■■■■■■t.■■■.■■■■■H■■■ �■■.■N■HEt dl....H■■■■H■HH IN ii■ii■ii■i■iie■i■■■■■■i■i■�i ■■■■■■■■■■■■■■■.■■■■NHN. Basement IA. ®jnteriorfksh IFire Place -�� 4 ice. •I TOWN OF SOUTHOLD PROPERTY RECORD CARD OWNER STREET L�S VILLAGE DIST. SUB LOT 70 ACR. \� R ARKS Ar f X G TYPE OF BLD. LLQ C A ` W PROP. Gw LAND IMP. TOTAL j DATE FRONTAGE ON WATER TILLABLE FRONTAGE ON ROAD WOODLAND DEPTH MEADOWLAND BULKHEAD HOUSE/LOT TOTAL 4 250 TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before aI1 lying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans___._ TEL: (631) 765-1802 Planning Board approval_ FAX: (631) 765-9502 3(]60•J� Survey www. northfork.net/Southold/ PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees Examined Y60 20 Contact: Approved 20_ Mail to:NORfnf4A) IGG Disapproved a' — _ .30 6 {y kr- M, SI JGMCS Nytl� Phone: '631 St$q-6 390 Expiration 6 ,20 Building sp APPLICATION FOR BUILDING PERMIT 2 4 2004 Date 10 200, INSTRUCTIONS a:'Chis application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months.Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws, ordinances,building code, housing code,and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant name,if a corporation) 38 �cre- ,fid, STJaN me,5 Y /1786 (Mailing address of applican State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder d u1NEk Name of owner of premises N4 T /YI PrALA6 gMenlT J— ( (As on the tax roll or latest deed) If applicant is a corporation, si e o my autho ' e officer and t�f c rporate o cer) 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: y7a5 Wessph"„} 12o,s<d A4J41rusk AV INER — House Number Street Hamlet County Tax Map No. 1000 Section_ !/_-3 Block 13 Lot Subdivision N,g Filed Map No. IV/g Lot N (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy /Qc s/Glen%i 4 b. Intended use and occupancy /C GS/d e %ii,P 3. Nature of work(check which applicable): New Building AdditionAlteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost ss/d ded-00 Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units / Number of dwelling units on each floor. / If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. /V 7. Dimensions of existing structures, if any: Front a28. 0/ Rear o?8. O Depth �(> . 5 Height o7/-&I-, Number of Stories / Dimensions of same structure with alterations or additions: Front ,7 9. o l Rear o2 k-U / Depth a0- e25 ' Height d/-O/ Number of Stories / 8. Dimensions of entire new construction: Front 2$ • D ' Rear-2.&.Q� Depth 56 75 " Height �?/. O ' Number of Stories / 9. Size of lot: Front 7/a•/ r Rear Si N3. b 81 Depth /, 403-.7 / 10. Date of Purchase Io. 19 99 Name of Former Owner S a l h a W e-1 ks 11. Zone or use district in which premises are situated A3 rfc (;l-v r!. 12. Does proposed construction violate any zoning law, ordinance or regulation? YES_NO X 13. Will lot be re-graded? YES_NO--X Will excess fill be removed from premises? YES_NO X, 8Sn F,F7'jgcr,Ad 14. Names of Owner of premises Al1J^n 4$,ana.rw Address s7-James &Y11'4d Phone No.68/ 664' 6 320 NameofArchitect IRoSgAy- NicNot_Svw_ ddress47mi Phone No (647 -57o7 Name of Contractor Nonmon Ke�.. dw�_Address 3SrA AEA-%��Phone No. 6.31 Shy 6330 ST JkMes,)LYr/7br+ 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO_e * 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 X * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey,to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OF - / 1-V-0 oN 6 al �.'r / being duty swom, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the . 0 W iv E✓Z (Contractor,Agent, Corporate Officer, etc.) A said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this y � i �ayyoo � d Notary Public' Signature of Applicant CHRt, CHRISTINI BRNWRY PUB York NOTARY PUBLIC,State of Ne 4v Yk o No.01BR5082261 Quaff red. Qualified in Suffolk C6 issio� Commission Expires COMPLY WITH ALL CODES OF PP OVED AS NOTED NEW YORK STATE & TOWN CODES DATE: B.P.# AS REQUIRED AND CONDITIONS OF 00 __ :Yom_ tSOu7HOLDT0W`NZBA FEE: � BY: NOTIFY BUILDING DEPARTMENT AT SOUTHOLDTOWN PLANNING BOARD 765-1802 SAM TO 4 PM FOR THE SOU i HOLD TOWN TRUSTEES FOLLOWING INSPECTIONS: N.Y.S.DEC 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING 3. INSULATION PLUMBING 4. FINAL - CONSTRUCTION MUST ALL PLUMBING WASTE BE COMPLETE FOR C.O. &WATER LINES NEED ALL CONSTRUCTION SHALL MEET THE TESTING BEFORE COVERING REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR PLUMBER CERTIFICATION DESIGN OR CONSTRUCTION ERRORS. ON LEAD CONTENT BEFORE CERTIFICATE OF OCCUPANCY OCCUPANCY OR SOLDER USED IN WATER USE IS UNLAWFUL SUPPLY SYSTEM CANNOT EXCEED 2/10 OF 1%LEAD. WITHOUT CERTIFICATE OF OCCUPANCY FLOOD ZO'VE ALL CONSTRUCTION SHALL COMPLY WITH CHAPTER"46" MEET THE REQUIREMENTS OF THE FLOOD DAMAGE PREVENTION SOUTHOLD TOWN CODE. CODES OF NEW YORK STATE UNDERWRITERS CERTIFICATE CERTIFICATION OF REQUIRED NAILING & CONNECTIONS REQUIRED. GENERAL CONDITIONS GENERAL SPECIFICATIONS DED ROOM, BATH ROOM, \� I. ALL DESIGN, FABRICATION AND CONSTRUCTION WORK SHALL BE CON- T LAUNDRY'N -R' '"'00ADDITION DUCTED IN ACCORDANCE MTN APPUCABLE FEDERAL,STATE AND I0. THE TERM'�OWNER"SHALL REFER TO THE LEGAL OWNER OF THE FROP- CONCRETE WORK MAHON RESIDENCE LOCAL CODES AND ORDINANCES INCLUDING BUT NOT LIMITED TO THE ERTY AND PREMISES AND ITS AGENTS OR REPRESENTATIVES, FOLLOWING: I I. THE CONTRACTOK5 AGREEMENT TO ENTER INTO THE WORK SHALL 5UF. I. ALL CONCRETE WORK SHALL COMPLY WITH THE SPECIFICATIONS AND 4735 WESTPHALIA AVENUE MATTITUCK, NY NEW YORK STATE BUILDING AND FIRE PREVENTION CODE, FILE AS THE CCNTRACTOR15 ACCEPTANCE OF THE TERMS SPECIFIED THE FOLLOWING STANDARDS EXCEPT WHERE MORE STRINGENT REQUIRE- NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE, MENT5 SHOWN OR SPECIFIED SHALL GOVERN: �+ /� T NEW YORK STATE HEATING AND PLUMBING CODES. HEREIN,AND SHALL BE INCORPORATED INTO ANY AND ALL AGREE- J.V. 1 .Mll 000-113-13-1 MENT5 BETWEEN OWNER AND CONTRACTOP, ACI 301 SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS' WHERE CONFLICTS ARISE, THE MORE STRINGENT REQUIREMENTS SHALL LATEST REVISION 12 THE CONTRACTOR SHALL DETERMINE AND/OR VERIFY THE ACTUAL APPLY. LOCATION OF ANY AND ALL UTILITIES,ALL SUPPLY,WASTE AND AG 302'GUIDE FOR CONCRETE FLOOR AND SLAB CONSTRUCTION' HEATING PIPING AND RELATED ITEMS PRIOR TO COMMENCEMENT OF LATESTREVISION. 2. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF WORK ALL CO5T5 INCURRED SHALL BE THE P15FION51BIUTY OF THE LATEST REVISION.ACI 31 I RECOMMENDED PRACTICE FOR CONCRETE INSPECTION" WORK WITH ALL TRADES 50 THAT NO CONFLICT OR DEFICIENCY WORK. ACI 318 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE'LATSTRUCTURAL TIMBER WORK RESULTS IN WORK 13. THE CONTRACTOR SHALL.AT ALL TIMES,PROVIDE CONVENIENT ACI 34 REVISION. 3. THE ARCHITECT HAS NOT BEEN RETAINED FOR CONSTRUCTION ACI 347 RECOMMENDED PRACTICE FOR CONCRETE FORMWORK' OBSERVATION AND ASSUMES NO RE5rCN51BIUTY FOR CONSTRUCTION ACCESS AND SAFE AND PROPER FACILITES FOR THE INSPECTION OF LATEST REVISION I. ALL TIMBER WORK SHALL CONFORM 5 THE REQUIREMENTS OF THE ACTIVITIES. ALL PARTS OF THE WORK ACI 304 RECOMMENDED PRACTICE FOR MEASURING,MIXING,TRANS- AMERICAN INSTITUTE OF TIMBER CONSTRUCTION. PORTING AND PLACING CONCRETE'LATEST REVISION. 4. THE CONTRACTOR OR OWNER SHALL OBTAIN,PRESENT EVIDENCE OF,AND 4. ANY MATERIALS EM WORKMANSHIP FOUND AT ANY TIME VI BE DEFEC- CONCRETE REINFORCING STEEL INSTITUTE MANUAL OF STANDARD 2. ALL TIMBER SHALL OL DOUGLAS FIR CONSTRUCTION GRADE P2 OR PAY FOR ALL PERMITS NECESSARY TO CONDUCT THE WORK AND COMP- INS `,MALL BE REMEDIED AT ONCE, REGARDLESS Cf PREVIOUS PRACTICe LATEST REVISION. BETTER WITH THE FOLLOWING MINIMUM STRESS GRADES: LETE THIS CONTRACT. HE/SHE SHALL OBTAIN THE BUILDING PERMIT AND INSPECTIONS. ACJ 305,306'MIXING AND RACING OF CONCRETE DURING HOT AND CERTIFICATE OF OCCUPANCY AND ALL REQUIRED APPROVALS. ALL WORK COD WEATHER'LATEST REV1510N. BENDING STRESS Fb=875 5 SHALL BE PERFORMED IN STRICT ACCORDANCE WITH THE REGULATIONS 15. ALL MATERIAL AND RENS INDICATED ON THE CONTRACT DRAWINGS, SHEAR STRESS Fv=98 PSI1 DIRECTED THE ARCHITECT AND AS PER SITE CONDITIONS 2 CONCRETE SHALL BE AIR ENTRAINED HAVING A MINIMUM 28 DAY COM- MODULUS OF ELASTICITY E= I.7, I O P51 AND REQUIREMENTS OF THE VARIOUS CIVIL AGENCIES HAVING DEMAND,SHALL BE DISPOSED OF PROPERLY IN RIF APPROVED CONTAINER PRE55tVE STRENGTH OF 3,500 P51. JURISDICTION THEREOF. UPON COMPLETION OF THE WORK PROVIDED FOR OUT OF THE PATH OF CONSTRUCTION AND AWAY FROM PUBLIC 3. ALL FRAMING BRACKETS AND ANCHORS SHALL BE 16 GAUgE GALVA- IN TH15 CONTRACT,AND BEFORE FINAL PAYMENT SHALL BE MADE,THE AND VEHICLE TRAFFIC,AND TO BE CARTED TO APPROVED LAND FILLNIZED STEEL BY TECO OR EQUAL. CONTRACTOR SHALL FURNISH THE OWNER WITH ANY NECESSARY 517E BY LICENSED CARTERS. 3. ALL WELDED WIRE FABRIC REINFORCEMENT SHALL CONFORM TO ASTM CERTIFICATES OF APPROVAL 155UFD BY THESE VARIOUS AGENCIES. A 185, LATEST REVISION. 4. ALL WALL PLATES BEARING ON CONCRETE SHALL BE C.C.A PRESSURE 5. ALL DIMENSIONS INDICATED ON THE DRAWINGS ARE APPROXIMATE AND 16. ALL NEW WINDOWS AND SKYLIGHTS TO BE VINYL CLAD. 4. ALL FOOTINGS AND GRADE BEAMS SHALL BEAR ON UNDISTURBED 501L TREATED TIMBER SIZES SHALL BE A5 INDICATED ON THE CONTRACT DRAWINGS. HAVING A MINIMUM BEARING CAPAC37Y OF 2.0 TONS PER SQUARE SUBJECT TO REVISION AS PER ACTUAL FIELD CONDITIONS,THE DIS- WINDOW GLAZING SHALL BE HIGH PERFORMANCE OR T'TYPE GLAZING. FOOT IN ANY WAY TO ANY PROPOSED STRUCTURE.ACTUAL 501L 5. DOUBLE JOISTS UNDER ALL PARTTON5 PARALLEL TO SAME AND CRETION OF THE OWNER,AND AS DIRECTED AND/OR APPROVED BY THE FURNISH FIBERGLASS INSECT SCREENS WITH ALL NEW WINDOWS. AROUND ALL OPENINGS. ARCHITECT BEARING SETTLEMENT CHARACTERISTICS SHALL BE ASSESSED BY A QUALIFIED SOLS TEST LABORATORY AND GEOTECHNICAL ENGINEER 6. INSTALL BRIDGING IN ALL FLOOR AND PIAT ROOF JOISTS.CEILING G. THE CONTRACTOR SHALL SECURE CONSTRUCTION 517E IN ACCORDANCE CONTRACTOR SHALL BEAR THE EXPENSE OF TESTING. 17. THE CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONS OF THE J015TS AND BEAMS.BRIDGING SHALL BE INSTALLED AT 8'11 O.C. WITH ALL APRJCABLE SAFETY STANDARDS. SITE PRIOR TO STARTING OF WORK AND HE SHALL FAMIUARIZE 5. BACKFILUNG BELOW FOOTINGS IF REQUIRED,SMALL BE DONE WITH MAX.AND SHALL BE I'M3'C.B.,SOLID WOOD BLOCKJNG THE CONTRACTOR SHALL CONDUCT ALL WORK TO PRECLUDE THE HIMSELF WITH THE INTENT OF THESE PLANS AND MAKE WORK CONCRETE HAVING A 28 DAY COMPRF551VE STRENGTH OF 2,500 P51. 2'x DEPTH OF MEMBER OR 18 GAUGE METAL C.B. EFFECT5 OF WEATHER ON COMPLETED WORK,OR WORK IN PROGRESS. AGREE WITH SAME. 7. THE CONTRACTOR SHALL A55UME ALL RESPONSIBILITY AND EXM5E 18. IF IN THE COURSE OF CON5TRUCTION,A CONDITION EXISTS G. ALL FOOTINGS SHALL HAVE A MINIMUM 3'-0"OF COVER OF TEMPORARY ENCLOSURES WHERE NECESSARY. WHICH 015AGREE5 WITH THAT AS INDICATED ON THESE PLANS, 7. PROVIDE 15N FELT MEMBRANE DAMPFROOFING OVER TROWELLED-ON THE CONTRACTOR SHALL STOP WORK AND NOTIFY THE ARCHITECT. MASTIC ON ALL FOUNDATION WALLS BELOW GRADE. 8. ITEMS SUSTAINING DAMAGE DURING THE CONSTRUCTION PERIOD SHALL BE SHOULD HE FAIL TO FOLLOW THIS PROCEDURE AND CONTINUE TO REPAIRED AND/OR REPLACED TO THE 5AT15FACTION OF THE OWNER WORK,HE SHALL A55UME ALL RESPONSIBILITY AND UABIUTY AND TO THE APPROVAL OF THE ARCHITECT,AT THE CONTRACTORS ARISING THEREFROM. 8. PROVIDE 6 MIL.POLYETHYLENE VAPOR BARRIER UNDER ALL EXPENSE. CONCRETE SLABS. 9. THE CONTRACTOR SHALL CONDUCT ALL WORK IN SUCH A MANNER 50 AS 19. GRADING AROUND NEW CON5TRUCTION SHALL SLOPE AWAY FROM 9. UPON BACKFILLING FOUNDATION,CHEMICALLY TREAT SOIL FOR TO NOT IMPAIR THE STRUCTURAL INTEGRITY OR STABILITY OF ADJA- HOUSE AND BLEND INTO EXISTING. TERMITE PROTECTION. IN ADDITION,PROVIDE TERMITE SHIELDS CENT STRUCTURES,EQUIPMENT,OR UTILITIES. SHOULD DAMAGE OCCUR 20. DRIVEWAY PAVING AND BASE IF REQUIRED IN THIS PROJECT SHALL BE ON WOLIdANM SILLS' AS A RESULT OF THE WORK,THE CONTRACTOR SHALL REPftlR OR AS PER LOCAL MUNICIPALITY PAVING REGULATIONS. REPLACE SAID DAMAGED ITEMS.THE CONTRACTOR SHALL BEAR ANY AND ALL COSTS ASSOCIATEDµ17H WORK DISCONTINUATION, MATERIALS 2 1. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS 5UPERCEDE TESTING, REPAIR AND ALL MISCELLANEOUS RELATED ITEMS. SCALED DIMENSIONS. NEW YORK STATE ENERGY NOTES GENERAL NOTES I. THERMOSTAT 5ETTING5: MAXIMUM-75dF,MINIMUM-45dF. 2. MAXIMUM TEMPERATURE SETTING FOR DOMESTIC HOT WATER- 140d1'. 3. MEETS AL L HEATING REQUIREMENTSOFN.Y. UFFICIENT GYCONSECOND VATIONCOR ADDITION NSTRUCTION O y Obert Nicholson, PE MEETS ALL REQUIREMENTS OF N.Y.S.ENERGY CONSERVATION CONSTRUCTION CODE. E 4. ALL HEAT CONDUCTING OR HOT WATER RPT5 LOCATED IN UNHEATED o J AREAS SHALL BE ENERGY CON IN CONFORMITY WITH THE REQUIREMENTS CW O � O inY b V111 enW WWbq OF THE N.Y.S. ENERGY CONSERVATION CONSTRUCTION CODE. "u W 5. TO THE BEST OF MY KNOWLEDGE AND PROFESSIONAL BEUEF,THESE P' � � 403 Asklar©lcen Blvd. PLANS ARE IN COMPUANCE WITH THE CURRENT NEW YORK STATE Be Shote, NEW YORK 117b8 ENERGY CONSERVATION CONSTRUCTION CODE y 5EE RES-CHECK VERSION 3.5 If 072L26 AAI 631 647-5707 michOl®o tonline.net DATE: DRAWN: DWG, TABLE R301.2(1) JULY 2004 AA OF 14 N- 1 I GENERAL SPECIFICATIONS - CONTINUED S.C.T.M.#1000-113-1 1 BED ROOM, BATH ROOM, ELECTRICAL WORT: * LAUNDRY ROOM ADDITION MASONRY WORK I. ALL ELECTRICAL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE MAHON RE51 DENCE NATIONAL ELECTRIC CODE,THE LOCM.POWER CO.AND ALL APPLICABLE I. ALL MA50NRY WORK SHALL CONFORM TO THE REQUIREMENTS OF LOCAL REGULATIONS.THE CONTRACTOR SHALL OBTAIN ALL PERMITS 4735 WESTRHALIA AVENUE MATTITUCK ACI 531,LATEST REVISION,AND THE REQUIREMENTS OF THE AND PAY FEES REQUIRED FOR HI5 WORK THE CONTRACTOR SHALL HAVE , NY "NATIONAL CONCRETE MA50 NRY ASSOCIATION.' THE INSTALLATION IN5PECTED AND APPROVED BY AN INSPECTION AGENCY OF THE FIRE UNDERWRITERS ASSOCIATION AND SUBMIT A CERTIFICATE ROOF CONSTRUCTION REQUIREMENTS OF ASTM C90,LATEST REVISION, FOR FULL LOAD 2. ALL CONCRETE MASONRY UNITS SHALL CONFORM TO THE OF FINAL APPROVAL BY THE INSPEC)CN AGENCY UPON COMPLETION. BEARING MA50NKY UNITS WITH MAXIMUM COMPRE551VE STRENGTH. -3250 ASPHALT SHINGLES(ROOF ENTIRE STRUCTURE) T YP . 2. SMOKE DETECTORS SHALL BE FURNISHED AND INSTALLED N` INDICATED 3. MORTAR TYPE SHALL BE SUITED FOR THE PARTICULAR ON DRAWINGS AND IN ACCORDANCE WITH APPLICABLE FIRE SAFETY -150 BUILDING FELT ENVIRONMENT IN WHICH MASONRY 15 LOCATED GIVING DUE AND ELECTRICAL CODES. REGARD FOR 5TRE55,THERMAL AND MOISTURE CONDITIONS. -1/2'EXTERIOR GRADE PLYWOOD SHEATHING 3. ALL ELECTRICAL FIXTURES.SWI-TONES AND ACCESSORIES SHALL Be 4. PREMOULDED AND KEYED VERTICAL EXPANSION JOINTS SHALL BE SELECTED BY THE OWNER. -2x8 ROOF RAFTERS Q I G'O.C. (SEE PLAN) LOCATEDPA LE POOR INTERVALS. SPECIAL SHAPED MASONRY UTILIZED 4, EXISTING 100 AMP SERVICE PANEL TO BE UPGRADED TO 200 AMP SERVICE PANEL -2x8 CEIUNG J015T5 Q 16'O.C. (SEE PLAN) UNITS CAPABLE OF TRANSMITTING SHEAR SHALL BE UTILIZED AT JOINT LOCATIONS' STRUCTURAL STEEL -1/2'G1rP5UM WALL BOARD,TAFE AND SPACKLE,3 COATS 5. RUNNING BOND MASONRY COURSES ARE REQUIRED AT ALL I. ALL STRUCTURAL 5TEEL WORK SHALL BE IN ACCORDANCE WITH THE -INSULATION-SEE SCHEDULE LOCATION5. REQUIREMENTS HEREIN INDICATED AND IN ACCORDANCE WITH THE 6. ALL INTERIOR AND EXTERIOR MASONRY JOINTS SHALL BE REQUIREMENTS OF THE FOLLOWING STANDARDS.WHERE CONFLICTS TOOLED OR RODDED.NOT RAKED. OCCUR,THE MORE STRINGENT STANDARD SHALL APPLYY, 7. TRU55ED GALVANIZED STEEL HORIZONTAL REINFORCING 15 NEW YORK STATE BUILDING AND FIRE PREVENTION CODE. WALL CONSTRUCTION ( T YP ) REGUIRED AT I G'MAXIMUM INTERVALS INCLUDING CORNERS, -VINYL SIgNG INTER5ECTIoN5 AND PILASTERS. HORIZONTAL JOINT AN51 MINIMUM DE51GN LOADS FOR BUILDINGS. REINFORCING SHALL BE DUR-O-WALL OR EQUAL. -A 150 BUILDING FELT OR DRAFT RETARDER SC SPECIFICATIONS FOR THE DESIGN AND FABRICATION AND ERECTION 8. IN ADDITION TO REINFORCING INDICATED,GRADE GO 04 OF STRUCTURAL STEEL FOR BUILDING$AND INCLUDING COMMENTARY -1/2'EXTERIOR GRADE PLYWOOD SHEATHING REINFORCING DOWELS ARE REQUIRED AT 48'O.C. INTERVALS AND SUPPLEMENTS THERETO ISSUED. EXTENDING UPWARD ONE FOURTH THE WALL HEIGHT OR 30' -2x4 STUDS® 16'O.C. WHICHEVER 15 GREATER,AND ENCASED IN GROUT FILLED AI5C 5PECIFICATION5 FOR STRUCTURAL JOINTS USING A5TM A325 -1/2'GYPSUM WALL BOARD,TAPE AND SPACKLE,3 COATS CELLS. FULL HEIGHT 04 BARS ARE RECAJIRED AT 9G' OR A490 BOLT5'APPROVED BY THE RESEARCH COUNCIL ON RIVETED INTERVAL5 WITH FULLY GROUTED CELLS. BARS SHALL BE AND BOLTED STRUCTURAL JOINTS OF THE ENGINEERING FOUNDATION. -INSULATION-SEE SCHEDULE EMBEDDED IN CONCRETE FOUNDATION SUFFICIENTLY TO DEVELOP ADEQUATE ANCHORAGE. AN5VAW5 D 1.1 STRUCTURAL WELDING CODE-5TEEL',LATEST REVISION. PLUMBING AND HEATING WORK 2. ALL FRAMING MEMBERS SHALL BE SHOP FABRICATED FOR BOLTED FIELD ASSEMBLY FIELD CUTTING OR DRILLING,WHEN REQUIRED, FLOOR CONSTRUCTION ( T YP Z I. PLUMBING-SANITARY,COLD AND HOT WATER,AND ALL OTHER IN ER SMALL BE EARLY NOTED ON THE DRAWGS,ALL FRAMING MEMBERS PIPING SHALL CONFORM TO ALL LOCAL,COUNTY{TONIN REQUI- SHALL CARRY AN EA5ILY V151BLE IDENTIFYING MARK,EITHER -FINISH FLOOR ON 3/4'TOG PLYWOOD 5UBFLOOR, REMENT5 AND THE REQUIREMENTS OF THE STATE OF NEW YORK. STAMPED,STENCILED OR PAINTED. GLUE t NAIL 5UBFL0OR 2. THE USE OF LEAD SODER IN PIPING JOINT5 15 STRICTLY 3. ALL FIELD CONNECTIONS SHALL BE BOLTED.BOTS SHALL Be PROHIBITED UNDER LAW. MACHINE BOLTS CONFORMING TO A5TM SPECIFICATIONS A32-9 OR A490 -2x8 FLOOR JOISTS Q 16'O.C. (SEE PIAN) AS SHOWN ON THE DRAWINGS.THE PAYING SURFACES OF ALL BOLTED 3. ALL URONIC CONNECTIONS SHALL BE SMOOTH AND FREE FROM BURRS OR DISTOR- -2x8 SOLID CK055 BRIDGING Q 8'-O'O.C. MAX. BE INSULATED.NHEATING SUPPLY AND HOT WATER PIPES SHALL TION5. ALL BOLTS SHAT BE ELECTRO-21NC PLATED. 4. HEATING SYSTEM SHALL BE EITHER OIL OR GAS FIRED HYDRONIC 4. ALL PRIMARY STRUCTURAL FRAMING MEMBERS WHICH ARE NOT GALVA- BA TING IN ENERGY CONSERVING TYPE SUITABLE FOR COMFORT NIZED SMALL BE TOMMERCIAL BlA5T• EGRRA�E AS SPEy ROTARYGFlE BY THE simE 57puc_ INSULATION S C H E D U L E NEATNG IN ACCORDANCE WITH THE REQUIREMENTS OF THE TURES PANTING COUNCIL SPECIFICATION SP-6-63. FOLLOWING NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE. CLEANING, ONE 0)SHOP COAT OF IRON-OXIDE ZINC CHROMATE R-I 3 INSULATION AT ALL EXTERIOR WAILS 5. PLUMBING FLYTURE5 SHALL BE SELECTED BY THE OWNER. PRIMER SHALL BE APPUED AND SHALL BE YCHROMAX PRIMER' R-30 INSULATION AT ALL FLAT CEIUNG5 13-R-50 AS MANUFACTURED BY MOBIL CHEMICAL CO. OR APPROVED Q THE PLUMBING CONTRACTOR SHALL OBTAIN ALL PERMITS AND EQUAL.GALVANIZED SURFACES SHALL RECEIVE ONE(1)COAT VINYL R-19 INSULATION AT ALL VAULTED CEILINGS PAY ALL FEES REQUIRED FOR HI5 WORK. WASH PRIMER 13-Y-8 A5 MANUFACTURED BY MOBIL CHEMICAL CO. OR APPROVED EGUAL. R-22 INSULATION AT ALL ROOKS 5. ALL STRUCTURAL STEEL SHALL BEASTMq_36(FY=36KSp ��oFNFw Robert Nicholson, PE G. ALL SHOP CONNECTIONS SHALL BE WELDED OR BOLTED. BOTS TO BE 314'AND A57M A-325 AND MEET ASC SPECIFICATIONS,SECTION 1.16,ALL SP CI IC ETONS AND MEET ASC SPECIFICATIONS.SECTIONPpnn� Bp�Ito�Ca Nowt__ . 1.17. ALL SPECIFICATIONS TO BE LATEST REVISION, l�ll IH10C1n rW Iw'A14 u"n'bf C 7. ALL WELDING SHALL BE DONE BYLIQa15mWELDERS. '40.3 AaYiaz'oken Hlvd. 8. ALL STEEL DETAILS SHALL BE DESIGNED TO CONFORM To Hay Shore, NEW YORK '11708 ARCHITECTURAL REQUIREMENTS. -072128--`_ 1$ 831 647-540'! cnichOl®o ton ine.net 9. ALL 5TEEL FUTCH PLATES TO BE THROUGH BOLTED WITH 5/8' .nt�1W DAIS DRAWN: DM. DIAMETER STEEL BOLTS AT I G'O.C.STAGGERED, M1NNN",___ R I n JULY 2004 AA IV G OF 14 BED ROOM, BATH ROOM, S.C.T.Mll000-113-13-1 * LAUNDRY ROOM ADDITION MAHON RESIDENCE 4735 WESTPHALIA AVENUE MATTITUCK, NY EXISTING PLUMBING FIXTURES PROPOSED PLUMBING FIXTURES HOOF COSTING VENT 3' VENT EXMTM KITCHEN EXISTING BATH ROOM mwpas@.MIN.a= aRov BED TAHNDRY NOON Y, in n :n T IAV. � I I 111C TUB TUB 15f. FL 2 W 3' W 3' C.O. C.O. w BONER BASEMENT LA MM RDOM OLD WASHING MACHINE LOCATION — REMOVED wASNNNc MACiYNE C.O TO EXISTING 4' SANITARY UNE 4' W CEDAR p•F NE Robert Nicholson, PE PLUMBING RISER DIAGRAM � � UX ¢�Q * Ciel I*eeriq and h immed Baso Uq 403 AsIxmrolceTn Blvd. Bay Shore. NEW YORK 11706 O A% 631 647-5707 mich0l@o tonline.net �.s�. DATE: DRAWN: Dom. JULY 2004 AA �- I df 14 SIMPSON S.C.T.M.#1000-113-13-1 BED ROOM, HD5A NEW STOOP(TYP.) BATH ROOM, HOLDDOWN 360 PAIL LAUNDRY ROOM ADDITION AT ALL 4 WINDOW - 56' AFF H CORNERS __4,{�ANDERSW—sW�ozlD_ - - - - - - - - _-LINE OF EXISTING EVE _ _ _ _ _ _ _ _ _ MAHON RESIDENCE OF ADDITION SIZE, r ' x 2'-0' - 4aa - - - - -M-�" - 4735 WESTPHALIA AVENUE MATTITUCK, I (2)-2 HEAVER I ["Opa-fl j TH R M 171 " 3'-0" 1 " 50 CFM DM ST PROPOSE MONOXIDE EXISTING EXISTING e LAUNDRY �I _ ROOM DEI. cNE I0WOMNNG � BED ROOM BED ROOM vi EXISTING LIN . n KITCHEN 1 CL I CL. CL. 36* AXY 0 1 VIN i - 36'AFF HAND RAIL ANDERSON - TV3046 2x6 C.J. I SIZE, 3'-0' x 4'-6' @ 16" O.C. o (2)- x8 HEADER I � 2x6 R.R. @ I G" O.C. CL EXISTING PROPOSED BATH ROOM �1 BED ROOM SIMPSO I HD5A I EXISTING DINING ROOM EXISTING LIVING ROOM hOLDDO\&N I M_ F AT ALL 4 1 WINOW _ 36-AFF EXISTING CORNS ANDS SON - TW3046 15'-9" 3'-6" OF ADDI ION z 3'-0' x a�6' — PORCH - I (2) 2x8 HEADER WINDOW - 36' CL. 61 ANDERSON - TW3046 vl SIZE, 3'-0' x 4'-6' (2)-2x8 HEADER I- - - - - - - - - - - - - - - - - - - - - - pFNEw obert Nicholson, PE - - - - - - - - - - - - - - - - - - - - - - 20'-3" WU WIIIIU11111Q0w UIIIIDUI* NEW CONC. FOUNDATION ¢ 403 Aahavakern Blvd. Bay Shore, NEW YORK 11708 8" FOUNDATION WALL AY 63l 647-5707 Mich016o toane.net 8"x I G" FOOTING W/ 2 #4 U13AR FLOOR PLAN No.072129 DATE DRAWN: DWG. (ON UNDISTURBED SOIL) 1/4"=1'-0' n+`" JULY 2004 AA I FP- OF 14 HD5A S.C.T.M.#1000-113-13-1 BED ROOM, BATH ROOM, HOLDDOWN FOOTING FOR NEW STOOP(TYP.) AT OUTSIDE LAUNDRY ROOM ADDITION CORNERS BEAM POCKET(TYP.) MAHON RESIDENCE 1 Y OF ADDITION �'-�" m-� 4735 WESTPHALIA AVENUE MATTITUCK, NY C.J. - 10" T.J.I. WOOD 1-5EAM5 I O° T.J.I. NDER-PIN EXISTING CRAWL 5PACE FOOTING PRIOR TO EXCAVATION FOR FOUNDATION OF ADDITION @ I G. O.C. I@ I G" O. EXCAVATE POUR EACH SECTION OF CONC. 5EPARATELY IN THREE PHASES (A,B,C) 9 NOTESETINSS)TOANLLACK ENDS _ GUS -BEAMS 1 I OI a m f m DOUBLE J015T5 � I3 � OI REPLACE WOOD POST zU ml NEW 3" STEEL PIPE COLUMN EXISTING CRAWL SPACE ON 2'-O" x 2'-O" x I O" CONC. FOOTING(".) PROPOSED x REMOVI WASHING MACHE CONC. BLOCK PIER(TYP.) BASEMENT I - - - - - - - - -0- --0- - - ip �I DOUBLE JOI5 5FA CEILING HEIGHT - 7'-5" N w EXISTING PARTIAL CELLAR N —I = I NI EXISTING CELLAR ENTRY (n 51MP50N 9 I of HD5A r w HOLDDO AT EXTERIOR CORNIEPS OF ADDIT ON 10 BEAM POCKET(TYP.) F NE Obert Nicholson PE tc 9� CH l0ee* and b immnenW Cons oq NEW CONC. FOUNDATION sD-3° 403 Aaheirolceri Blvd. Bay Shore, NEW YORK 11706 8" FOUNDATION WALL 1% 651 647-5707 rnichOlOo tonhne.net 8"x I G" FOOTING wl 2 #4 REBAR CELLAR PLAN (ON UNDISTURBED SOIL) oniza DATE: DRAWN: 1�4"=1'-0° , �PV JULY 2004 AA X14 FP-2 BED ROOM, BATH ROOM, S.C.T.Mll000-113-13-1 * LAUNDRY ROOM ADDITION MAHON RESIDENCE 4735 WESTPHALIA AVENUE MATTITUCK, NY ROOF CON5TRUCTION CONTINUOU5 RIDGE VENT EXISTING HOUSE PROPOSED FIBERGLA555HINGLE5 s\ 30#TAR PAPER PROP08ED ADDITION I/2"CDX PLYWOOD R-30 FOIL FACE BATT IN5UL. 2 x8 R.R. Q IG"O.C. II Ll LI 112' GYP. BD. I x 6 FA5CIA BD. W/SOFFIT VENT5 A5 PER CODE PROVIDE LEADER5 4 GUTTER5 WALL CON5TRUCTION 1 WOOD 5IDING TO MATCH EX15TING 30#TAR PAPER 112'CDX PLYWOOD Jill 2 x 4 5TUD5 B 16'O.C. (2) 2 x 4 TOP PLATE 2 x 4 BOTTOM PLATE/TERMITE 5HIELD R-13 BATT INSULATION 1/2"GYP5UM BD. FLOOR CON5TRUCTION — – /3/4'PLYWOOD 2'x 10"F.J. QIG'O.C. FA5TEN WITH MTL J015T HANGER5 TO 12" LEDGER TO EXI5T. HOL5E RIM J015T FA5TEN LEDGER w/4'x 3/8' GALV. LAG 13OLT5 16"O.C. R-1 5 INSULATION CONCRETE BLOCK FOUNDATION 2x4 CCA SILL PLATEwfrfPMITE 5HIELD 8"CONC. FOUNDATION WALL 8'-0" I" RIGID IN5ULATION BOARD WINDOW UNTEL5(2)4'x4-x3/8'5TEEL ANGLE(S-9) FRAME ROUGH OPENING5 WITH 2x8 TREATED LUMBER 4"CONC. CELLAR FLOOR 6 MIL. VAPOR BARRIER 8'k 16"FOOTING w/2 #4 REBAR (ON UNDISTURBED 501L SIDE ELEVATION pF NE bert Nicholson, PE y v B�in* and h►i uenw conA k L- 03 Askie rolcen Blvd.. ay Shore" NEW YORK 11706 A% 631 647-5707 rnichOlOo tonline.net o.on,as DING. OF 14 BED ROOM, BATH ROOM, S.C.T.M.#1000-113-13-1 t LAUNDRY ROOM ADDITION MAHON RESIDENCE ROOF CONSTRUCTION 4735 WESTPHALIA AVENUE MATTITUCK, NY CONTINUOUS RIDGE VENT FIBERGLASS SHINGLES 30#TAR PAPER 1121 CDX PLYWOOD R-30 FOIL FACE BATT IN5UL. 2x8R.R. QIG'O.C. 112" GYP. BD. I x G FASCIA BD. W/SOFFIT VENT5 AS PER CODE PROVIDE LEADERS 4 GUTTERS 11 HH11 HLIII 111111 111111 fill WALL CONSTRUCTION 11 If 11 11 If 11 111[11 1111 WOOD SIDING TO MATCH EXISTING 11 30#TAR PAPER 112*CDM PLYWOOD 2 x 4 STUDS @ I G'O.C. I J11111 Jill 11 fill 11 1111 11 111111 111111 1111H it Frr (2) 2 x 4 TOP PLATE 2 x 4 BOTTOM PLATE/TERMITE SHIELD R-13 BATT INSULATION I/2'GYPSUM BD. FLOOR CONSTRUCTION 3/4'PLYWOOD 2'x10"F.J. QIG'O.C. FASTEN WITH MTL JOIST HANGERS TO 12m LEDGER TO EXIST. HOUSE RIM JOIST FASTEN LEDGER w/4'x 3/8' GALV. LAG BOLTS I G'O.C. R-19 INSULATION CONCRETE BLOCK FOUNDATION NO WORK PROPOSED 2x4 CCA SILL PLATEw/TERMiTE SHIELD 8'CONC. FOUNDATION WALL 8'-O' 1'RIGID INSULATION BOARD WINDOW UNTEL5(2)4k4'x3/8'STEEL ANGLE(3'-0") FRAME ROUGH OPENINGS WITH 2x8 TREATED LUMBER 4'CONC. CELLAR FLOOR G MIL. VAPOR BARRIER FRONT ELEVATION 8N I G'FOOTING w/2#4 REBAR 1i4'=1'-0• BACK ELEVATION (ON UNDISTURBED SOIL iia•=1'-0• OF E bert Nicholson, PE hoee* and h iroumed Coal* r * 03 Ashnroken Blvd. lay Shore, NEW YORK 11706 .ornze 1% 831 847-5707 michOleo tontine net ATE: DRAWN: D EL-2 JULY 2004 AA � 14 BED ROOM, BATH ROOM, S.C.T.M.#1000-113-13-1 It LAUNDRY ROOM ADDITION MAHON RESIDENCE 4735 WESTPHALIA AVENUE MATTITUCK, NY ROOF CONSTRUCTION CONTINUOUS RIDGE VENT FI13ERGLA55 SHINGLES 300 TAR PAPERPROPOSED EXI9TIW-% HOUSE 1/2'CDX PLYWOOD R-30 FOIL FACE BATT IN5UL. PIOOIAO6ED ADDITION 2 x8 R.R. Q IG'O.C. I/2'CDX PLYWOOD I x G FASCIA BD. W/SOFFIT VENTS AS PER CODE PROVIDE LEADERS 4 GUTTERS WALL CONSTRUCTION WOOD SIDING TO MATCH D05TING 30#TAR PAPER I/2'CDX PLYWOOD 2 x 4 5TUD5 Q I G"O.C. (2) 2 x 4 TOP PLATE 2 x 4 BOTTOM PLATE/TERMITE SHIELD R-13 BATT INSULATION 1/2"GYPSUM BD. FLOOR CONSTRUCTION 3/4" PLYWOOD 2'x 10'F.J. Q I G'O.C. FASTEN WITH MTL JOIST HANGER$TO 12"LEDGER TO EXIST. HOUSE RIM JOIST FASTEN LEDGER w/4'x 3/8' GALV. LAG BOLTS 1 G"O.C. R-19 INSULATION CONCRETE BLOCK FOUNDATION 2x4 CCA SILL PLATEw/TERMITE SHIELD 8'CONC. FOUNDATION WALL 8'-O' I"RIGID INSULATION BOARD WINDOW LINTELS (2)4'x4'x3/8'STEEL ANGLE(3'-Cr) FRAME ROUGH OPENINGS WITH 2x8 TREATED LUMBER 4'CONC. CELLAR FLOOR G MIL. VAPOR BARRIER 8'x I6"FOOTING w/ 2 #4 REBAR 51DE ELEVATION (ON UNDISTURBED SOIL 1/4"=��'0w A' Obert Nichol FNPE ��(jr P4 FIR D Col. Ba�uee* aid byhw l Corsa* 403 Asharoken Blvd. Bay Shore, NEW YORK 11706 AZ 631 647-5707 rnich0190 tonfine.net 129 ovro DATE DRAWN: JULY 2004 1 AA I EL-3 OF 14 JJ MAILIN& 50HEDULE DeeORFrION Or BIILDLI*e.G401TT7 'NEEeR br leEeee ar ILAL xACW a0E42N Box"Au PRAOINS RAMM TO TOP PLAIN(TOE HALED) (nE TME Sb) (ME TABCE!SAS) PER RAPTE[ CELMS JOUT TO TOP PLATE(74e HALED) r SLE TME BAS) (ON TAGE!SAS) PER JOIN CML**JOIST TO PARALLEL RAFTER(FACE iW"T OM TABLE BALT) (M TAUZ!S.b) EAC"LAP CELELS JOST LAPS ODER PARTITION(PACE RAALED) (E!E TAILE SQ%) (SEE TAGE!0.4e) EACH LAP COLLAR TS TO.HAMM(FACE HALED) ( TME SAS) (!EE TAAEA") PER TE BICdams TORArym(FACE NAILEP) 2-0d 2-40d EACH Bb RM BOARD TO RAFTER(FACE WEED) 246d S-Ud EACH ERF FALL FRAMNS TOP PLATE TD TOP MR(PPE WEED) 2d°d' 2-led� PER FOO! TOP PLATES AT MERSIXTION6(PACE IPJ= 4-W 94" .CMISEAGHW E 771E TO WHO(PACE!HALED) 2-164 24Ud 24-04. HEADER TO HEADER(PACE WJLm) Ud I°d Woo AOY im WALL TO BAND JOIST TDP PLATE OR 010770+PLATE TO BRD(END IAIED) (M TABLE LS*) (SEE TABLEUSe) PER STUD SIMPSON H6 •• BorlumPLAV*TOPLOORJOW.DkoJMT•END 246d+° 2-"W FnRPoor 16-8d x 1.5° NAILS .GIST OR BILC40"(PA=IAALED) rl:oae rRAHiw JOIST TO SLA,TOP PLATE OR SPOOR(TO!HALE) 4Sd 4-kM PGR.GIST BRCi11U TO JOLT(TDB HALED) 2-8d YIOd EACH GC MOCK"TO Jo1.R(7m"AILm.) 2-W 3-Wd EAC"ow BLOOaW TO ELL OR TOP PL.AIE(TOE HALED/ 94" 446d 04"BLOCK SOLID BLOCKSU E 25 Leasee STRP TO BEAKY PACE NALm) S-Iee 4-I6d E/�G".GNT JOIST ON LEDGER TO 81204H(TOE HALE./ S-0d S-" rm JB►O �/�\)1 BAND JOIST W.JOIBr(IGC WALED) 9.4" MYd Fm iow �_ I BHED.GUT TO.ELL OR TOP PLATE(TOO IIALm) 2-ISd S-ISd FGR poor Poor$WAY~ ME STIOHC LIMAL PMIS Ed IOd (M TARE 9") aA00404LeomwSHMA.nRle FLOOR JOIST 5 WALL SIMPSON H2; WALL TO FJ; S-Bd TO STUD 1 x s oR lx&. 2-Sd 2•I0e PGe eFPDRr Ix10 OR F4pGR 9-6d ALTERNATE WHERE FJ/STUD MISALIGNS ME**EIEATIENS FLOOR JOIST TO PLATES: *rPEUIrT•LLBDARD laC eLm EdCCOUM TE MfWPGO SIMPSON H2.5; 5-8d TO FJ; 5-8d TO PLATES HALL*11-ATHINS PLATES TO STUD: 711410I1RAL P'NBS j8d IOd (Ea rAetEi)I) SIMPSON H2.5; 5-8d TO PLATES; 5-8d TO STUD runsmk- D PANELS — .m. - em/*'FGD DETAIL AT CANTILEVER 4rfr9M R•ueDAlm RS T!d CoaERe T oeE I ET,7oD WwmOARD Ed (EeeTAELE''9E) i SCALE 3/4"-1'-O" rARMAilloA v PAMiS *d 901WAVACAPIR OA*ONAL BOAC SIEA0111e I g o OR I x* 2-6d 240d HER•JYPPOR I x 10 OR PEDGe bOd b10d PER SHPPDRT FLOOR ENEATHW STROWFURA.PAN" r oR LEES ed I0d ED:/D'PAD eREATGR THAN I' W Ge ava/e'PAO txAeOA1 BOPRD SWATHMS IX1 DR Hxb: 2.ed >. E E Y Robert Nicholson, PE - L x a OR ►ODER see o-ldd PLR elPrbRr OF NE R L IAIR SHEATHE* a WHIMSONSGAAT THE HEAm/6 P POLL S BATH G,*WIm BWcAd M AT THE PNBL EPEE 7D TAN LTR SEAN AAA FEW)IMBS PR S1WnEtALHIM SWL JODOMED.OR ALTERNATE OOMITDM SUCH" O�Q.'(�• *e* and bihnmenW Wy SHEAR LJMLEETVKAIN LOAD PATH 2. Ira POLL SHMATIM G C4MIERe OVER ca►ecTm'4s'Eem THE rA01lLATmryaEEER or'wu`GMLL r `s 403 As 11 ar a 1C e n Blvd. R rBEPnTm TD m REDWED W 1^Iid NAL PBR FOOT S. WRROeIOH RESMANT It*Alec R*MW/LAE.'S AHO U OMWE eTAPLEe APB P00611m,CWWK MTae (3 Bay Shore, NEW YORK 11706 11 631 647-5707 rnichOl@o tonUe.net DWG. OTt128 DATE: DRAWN: RENEWED BY: IOg; D- I S 2004 AA RVN SCALE, NOT TO SCALE ROOF RAFTER RID6E 4 x 4 COLUMN,TYPICALor 3r � 0 13 o � 3' o INTOBE NS ' o ° 0 0 TYPICAL In'o x 12' ANCHOR BOLT 54LLPLAM TYP. J. • FOUNDATION WALL.TYP. 51MPSON STRONG- TIE LOB 5IMP50N 5TRONG-TIE L55U28 SI MPSON STRONG—TIE PHD SCALE. NOT TO SCALE SCALE, NOT TO WAS SCALE. NOT TO SCALE USE A MINK"OF TWO 8d NAILS THIS SIDE OF TRU55. SR�PSON 9HEARWM1 TRW" a /• • O o ® TO S INSTALLED AT ALL e CORNERS OF BUILDM6 TOTAL FOUR TIEDOHN TO BE SECUiELY IIT NAILS BOLTED IN 7NRk-E PLACES INTO 7RI1SS.TO CORNER 57VOS TYPICAL 1/2'.x 12' ANChIOR BOLT 0 SILLPLAT¢,TYP. \ e FOUNDATION WALL,TYP. ° TWO Ad NAILS Mro PLATES o ° EIwr 8d NAILS INTO STUD 5IMP50N STRONG-TIE HD5A SIMPSON STRONG-TIE HT Robert Nicholson, PE --- SCALE, NOT TO SCALE SCALE NOT TO SCALE CO�P'� V' n ho,Ill YII� ULLIII ULLl4LLII 5n*5n*44 -- - TF 403 Askxv rokera Blvd. Bay Shore, NEW YORK 11706 AX (63 ) OV-5707 rnich014fo tonlinemet DWG. ,y r No. _128' ATE: DRAWN: REVIEWED BY: JOB: ....n�' 2004 AA RVN E5TIF(ATED-DEFLECTION AT 120 MPH 12E51GN WIND SPEED AT 15-FT. HEIGHT FOR SHUTTERS WITH 2 x 4 MAXIMUM SPAN WITHOUT STIFFENERS AT 16" ON CENTER AMWX DROGTION(N 1 SHUfTet SPAN(K/ MA►Ala SPAN RATN6 APTROX.MOWHwww6H 311/17Ce AT 120/M1 0119"Y6N0 !LEVPf') SPAN SP®AT 4'-O'HEN1Nf APA PANEL SPAN RATINS (LELEWT' 24 S6 40 b 12 64 M AMW 62/K 13 'b 03 92/16 23 02 0.2 03 OA 03 Ob 40/20 2O 90 OS 40/20 -- 2-4 Ol 0.1 02 02 OA 0.1 IJ 40/24 2.4 40 OA 46/24 5.4 - - 0.1 1 02 1 OS Ob IO 40 a 66 12 13 46 a 46 - - OJ OJ OS 03 0.4 I I EXTERIOR 51PINS APA STRUCTURAL PANEL $NIM • 2 -2 x 4(IF NEEDED) FINISHED WALL 12d NAILS,TYP. i GVT IF DESIRED FEADER 12d D 11 OUBLE HEAD SAW x 5" LA&^gcmaa w/FENDER NAILS• 6"O.G. INTEWOR GASIN6 PIASERS TO HOLD 2 x 4 TO PANEL (AND O 4"OL. I I 15 SHITTER 5 OVER S'-0" LON&1 &L.ASS I f 1- . i FLA5HIN5 AND CAULK I I SHIMER SILL I I 12d NAILS,TYP. sTTxe46rH Ax1s � 1NT�10R cAs1Ns 12d MISLE HEAD NAILS• 6"O.G. 12d DOUBLE- HEADED (AND 6 4.04. NAILS• 6" O.G.(4"O.G. 15 ORrrrER 15 OVIM FINISHED WALL IF SPAN 15 OVER 5'LONG) 5'-O" LON6 1 SNIM SiW WALL SHUTTER ATTACHMENT SHUTTER ATTACHMENT SECTION SCALE, 1/2" - 1'-0' SCALE, 1-1n" - V-O" %2.48V Mal F NE ME MW OTHEIt TH HWLE IN A"TTO PPRRmnDE Ly1cTHE cove-FSOARM HNIMUM CONTER-TO-CENTER SPAWNSFOR NAILS itCLEAR d/lad x I-tw N4L$ SPAN SAG"am a 3TID 128 C \\d� Robert Nicholson PE END 51MP50N STRONG-TIE 5P4 ,' � Pawo ROVIDEr E SCALE. NDT TO SCALE DISTANC0 LeNSTH ._________ C»i k6ee l� and lnimmenW 6maq I �� F1 403 AsYiarolcen Blvd. IN EACH IM Bay Shore, NEW YORK 11706 AS631 647-5707 michOl®o tonline.net DWG. 51MP50N STRONG-TIE HIO I,pB; D_3 S I MPSON STRONG-TIE GS SCALE. NOT TO SCALE DATE: DRAWN: REVIEWED BY:AA REN ENDWALL CORNER STUD CONNECTED TO 2 x 6 TRANSFER SHEAR II PHD2-SD53 — - 2-16d COMMON WALL-TO-WALL �� NAILS 0 6" O.C. PLAN VIEW II 3" BEND HOLDOOWN d 2 x 6 I I II CONNECT STUDS WITH (4)-2 x 6 = 2-16d FACE NAILS AT 6" o.c. VERT. w z F 0 w c� 0 w Z DETAIL - WALL-TO-WALL HOLDDOWN N \ i NOT TO SCALE 1 STHD14RJ STRAP-TIE HOLDDOWN WITH 30-10d NAILS I � � ' a ONE-k4 REBAR ° R" I -'4 RI AR d E o MTS30C STRAP-TIE EACH RAFTER 1-1/4" WIDE 20-GUAGE 30" min. a ° 3" 2" min. d GALVANIZED STEEL STRAP ° ,4 d EACH SIDE OF WINDOW SEE SECTION , AND DOOR OPENINGS; INSTALL STRAP FROM TOP SECTION VIEW ELEVATION VIEW OF TOP PLATES TO JACK STUD; MINIMUM LENGTH BELOW HEADER = LENGTH TYPICAL STRAP —TIE HOLDDOWR ABOVE BOTTOM OF HEADER SCALE 3/4"=1'-0" " FN Robert Nicholson, PE " � ' Cid B�io�riu� cud �riroflmeofal Coa�nlltiu� �k 403 Aaharolcera Blvd. r p Hay Shore, NEW YORK 11706 DETAIL — TENSION STRAP AT WALL OPENINGS MAUX 63 1147-5M rnichOlOo ton&e.net NOT TO SCALE 0.072128 DATE: DRAWN: REVIEWED BY: DWG' DAss►a�'' JUILY 2004 AA RVN \\ NOTES \ RAFTER TO STUD SIMPSON H2; 5-8d TO RAFTER; 5-8d TO STUD i. PROVIDE ALL SPECIFIED NAIL, TIE (30' ROOF; 12" OVERHANG; 16" o.c.) AND STRAP CONNECTORS AT EVERY EXTERIOR WALL FULL-LENGTH STUD ALTERNATE WHERE RAFTER/STUD MISALIGNS LOCATION. RAFTER/CEILING PLATES TO STUD: REQUIREMENTS OF SECTION 2304 AND NG JOIST TO PLATE: 3-8d TOENAILS RAFTER TO PLATES: SIMPSON H2.5; 5-8d TO RAFTER; 5-8d TO PLATES 2. THIS DETAIL MEETS THE DOUBLE TOP PLATE: 2-16d @ 12" o.c. SIMPSON H2.5; 5-8d TO PLATES; 5-8d TO STUD 2308 OF THE NEW YORK STATE 8-fid FACE NAILS AT LAP SPLICE (38' ROOF; 12" OVERHANG; 16" o.c.) BUILDING CODE AND AMERICAN TOP PLATE TO STUD: 2-16d END NAILS J FOREST & PAPER ASSOCIATION WFCM-2001 DESIGN REQUIREMENTS FOR SEISMIC DESIGN CATEGORY B OR '� C, SITE CONDITION D, EXPOSURE B AND 3-SECOND GUST WIND SPEED OF� 110 MPH. STUD TO SOLE PLATE: 4-8d TOENAILS 11 IL SOLE PLATE TO BAND JOIST OR JOIST 2-16d FACE NAILS 0 12" o.c. WALL TO WALL SIMPSON MSTA30 MIN. 4-10d NAILS INTO EACH STUD JOIST TO BAND JOIST: 3-16d FACE NAILS (RATED 456 lbs TENSION - NO REDUCTION) ALL 16" o.c. FRAMED 2-STORY DWELLINGS JOIST TO PLATE: 4-8d TOENAILS DOUBLE TOP PLATE: 2-16d 0 12" o.c. 8-16d FACE NAILS AT LAP SPLICE TOP PLATE TO STUD: 2-16d END NAILS WALL TO BAND JOIST STUD TO SOLE PLATE: 4-8d TOENAILS SIMPSON H6 16-8d x 1.5" NAILS SOLE PLATE TO BAND JOIST OR JOIST ALL DWELLINGS 2-16d FACE NAILS 0 12" o.c, i �0FNE6yY JOIST TO BAND JOIST: 3-16d FACE NAILS BAND JOIST TO SILL CpP NI SIMPSON LTP4 12-8d x 1.5" NAILS JOIST TO SILL: 4-8d TOENAILS ALL DWELLINGS 1- L ° SILL ANCHOR TO FOUNDATION o.072129 SEE EXTERIOR WALL SECTION THIS SHEET 12° > END DISTANCE > 6" I� Robert Nicht C�oYI ' PE ° l j� l�ll�ll 11 a .° ag k6ee* and Wumcotal Cosa o LATERAL CONNECTIONS UPLIFT CONNECTIONS 403 Aaharolcen Blvd. Bay Shore, NEW YORK 11706 TYPICAL FRAMING CONNECTIONS FOR CONTINUOUS LOAD PATH DATE �ti DRAWN:RENEWED BY: DWG. e.net NOT TO SCALE IDLY 2004 1 AA RV N D-5 OGPoap ' Q,.O EDP r s 171 \ A D "fu O01 3 S BJEC " W N °� SEs PRoae,,eTY AyENUE N 1. .fo� 3 WES Ppy DE ) 2603 90 86 6� otn ODP a . A ( a9 y0•E EST 1;;"% ' ocP ��Oy pHAL ��y66. 2� ,�. 26s �F uz KEY MA IN x�, rSEC %"=G00 /zoo `L5ry�90aa N 8p, 1 " . 3 w �y105Ao.0.� wvN 35 Qo36 NEv;AwyAw0 300 6oC 3• 58 -4E /0 -,) c 'S t ' p�`�iZ�o�;•'O• �'3ro'• 5 5 • o o Z F3 Z ° NEW r01YOREElU10118E� R �i X11 cm fZpAP • w�gT E 23y,9�3B� 20 , 1 T Tn 9 W 670 3582.9! 0, z o �� %cl `��• e�8 �,•yy g, w 9 , w NKl S' pOp � r oN�N fi; Q � 2, 3 pmo d - 14 1 E A Sr65rHate w r' •0 0� V\ �,� 3 P 34.5 LOAM 30.5 q5 M 9015q'0o is ;Z `A PGL.2 N 5 L7 .(„¢A� 27. �Sv 5'90 'A : �jx v ,reg - ' SAND 2 y G W 'c�13 o ysD N � 0 0.4 '53 ;4 00 W 94W /9•sW nTeR RWAD wps °' N 18 42 ' mE IIORTD PC4 S v en N vt(0 . 10 a 22 W D FMLNPlv2 h�k.h 63 y AN NAY CS' �W o E, 5 v !! 4. G PARCELER 2 N 5rr°xA' z`'1 ( � V3 IIa00110lHTa ANO/OADFyNp NOTW aFuNTa. AvrroscAL6 X29 k) Dgeo z ° kJA•y 0 Y, ayl� 0 � OFIONNT ON TNFFNaNNNT u 2 010 go�TpN01lgT.ONONUNCIONF.NOWN MMONFAOM 4. 5 �& �• G' $MOM IW.TO THE fTWjDTumu AAAiFON NEN q,WRENOro TOM=MM"TW04LnWV • AOOTON TO OOWN TNF pjam M FWOFO .. RMamomn T.#MWIDMO ON ANY' 07NIN GUARANTEED -W : N 4 r MANA(MMENT, 1-40 NoRMMI e.V4 and✓OAAINE W4 ADdAmmae r/TLE Az:eNcY/NC, TOF,, 1OIESUROPRY AT M Q�d N W TOWN OF ULDF TYNEW YORK Y� owwv>Br• 'i AREA=/B•750AdAW0 y SALL/E W. WELLS JAAE50 /ARYE4lrAl RUHF Q. WE5TPHALIA ROAD ©A/fi•4(W15 WESTPNAUA ROAD y o MArT1TUCK,A/.Y. M/ITT/TdeK,/✓.Y. N � HARRY P. HILLEBRAND SURVEYED . JANUARY 24, . 1997 peVo y/6/9d DLAN O� LAND SURVEYOR SUFFOLK COUNTY TAX MAPSCALE l - l00 ' 11 CHURCHILL LANE - SMITHTOWN. NEW YORK DISTRICT SECTION BLOCK LOTS TEL , 1516) 543-5/59 /000 //3 /3 /d2 0` 50 /op 2ctT 900 BUILDING PERMIT EXAMINER CHECKLIST p 47,. DATE REVIEWED: r / 1/04 APPLICANT: lyeRMAN DATE SUBMITTED: /,1 /04 SCTM#DISTRICT: 1,000, SECTION: /�, BLOCK: _f LOT: �/ SUBDIVISION: ,¢ ADDRESS: 5 A,�t4/AhA' CITY: ZONING DISTRICT: CONFORMING? BUILDING PERMITS OPEN/EXPIRED: PRE C OR N BI2�-Z/C/0 Z-� 'i�(. , INFO CrIW4 Ii,w-v BP -Z/C/0 Z- , INFO BP -Z/C/0 Z- , INFO SINGLE & SEPARATE CERTIFICATION-REQUIRED NOTES: LOTS 40,000SF-100-24.Lot recognition.(CREATED before June 30,1983),UNDERSIZED LOTS FROM JAN.1997 100-25.Merger.(A nonconforming at any tim�7/1/83) REQ. LOT SIZE: d - ACT. LOT SIZE: REQ. LOT COVV,,Z ACT. LOT COV. REQ. FRONT Ca PROP. FRONT REQ S ACT. SIDE REQ. REAR 1- PROP. REAR REQ. HEIGHT PROP-HEIGHT PROJECT DESCRIPTION: ESTIMATED PROJECT COST: Ca N, ARCHITECI�1 EZIR WATER FRONT? iO'a DESCRIPTION: PANEL # FLOOD ZONE: BULKHEAD? ---- DISTANCE? APPROVALS REQUIRED SUFFOLK COUNTY HEALTH D PT: YES orPFICATION: ED #): DTF,: _/_/_ PERMIT#: TOWN SEPTIC RECEIPT: Y orEPTIC C$ETI,FICAI Y NEW YORK STATE DEC: PRE-DEC 9i1ns YES D : _/_/_ PERMIT#: SOUTHOLD TOWN TRUA i'EES: YES DTE / / PERMIT#: TOWN ZONING BOARD APPROVAL: YES DTE:_/ / PERMIT#: TOWN PLAN. BOARD APPROVAL: YES o DTE / / PERMIT#: TOWN HISTORICAL PRE (SPLIA): YES o NEW YORK STATE CODE COMPLIANCE (SE AG 2): YES or N NOTES: r' FEE STRUCTURE: FOUNDATION: �i o SF FIRST FLOOR: SF SECOND FLOOR: SF OTHER: SF INIT OTHER TOTAL TOTAL: ���� SF FE-E' FEE .SF)- ( SF)= p� SF X�_$�+$ / v +$ _$ 2. (- SF)- C_SF)= SFX$ =$ +$ +$ 3. ( SF)- SF)= SFX$ =$ +$ +$ _ FINAL T : $ "I� NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC DESIGN CRITERIA: Ground Snow Load:45zieldUndheerlay: 120MPH Seismic Design Category: B Weathering: Severe " Termite:M-H Decay: S-M Design Temp: 11 I 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 ST :Y/N GIRDERS: Y/N CEILING JOISTS: Y/N FLOO ISTS: ROOF RAFTERS:Y/N LUMBER SPECIES AND G :Y DESIGN LOAD CALCULATIONS /N LIVE:Y/N DEAD:Y/N N :Y/N \ SEISMIC:Y/N :Y/N WINDOW AND DOOR SCHEDULE: MISSLE TEST RUIREMENTS- EGRESS 5.7 S.F.:WN LIGHT 8°/ /N VENT 4°/ NAILING/CONSTRUCTION SCHEDUL /N MEANS OF EGRESM/N PLUMBING RISER DIAG /N LOCATION OF FIRE PR CTION EQUIP NT TRUSS DESIGN: Y/N CERTIFICATION: /N ENERGY CAL S: Y/N TOTAL COMPLIENCE?Y/N(RETURN TO PAGE ONE)