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HomeMy WebLinkAbout30018-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-31348 Date: 12/23/05 THIS CERTIFIES that the building ACCESSORY Location of Property: 205 SUMMIT DR MATTITUCK (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 106 Block 1 Lot 38 Subdivision Filed Map No. Lot NO. conforms substantially to the Application for Building Permit heretofore filed in this office dated DECEMBER 19, 2003 pursuant to which Building Permit No. 30018-Z dated JANUARY 20, 2004 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is ACCESSORY INGROUND SWIMMING POOL WITH DECK AROUND AS APPLIED FOR. The certificate is issued to IZABELLA SPERLING (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. 2081818 12/05/05 PLUMBERS CERTIFICATION DATED N/A Authorized Signature Rev. 1/81 � Form 6 TOWN OF SOUTHOLD ry BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$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. xp /s New Construction: ✓���/ Old or Pre-existing Building: (check one) Location of Property: O S �� ' '^ �• �i5`>T i �f House No. Street Hamlet Owner or Owners of Property: Suffolk County Tax Map No 1000, Section Block Lot Subdivision_eAe;- /t ��/ Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ G• _ r�p 4 Applicant Signature 3�>Jc- `P 1 1 orrs&nrrrrrrr`PC f1nrrrr�r�rrrrrr nrrrr�rs rrrrrrrrrrrrcPrrrrrrrrrrrrrrrr0 5 BY THIS CERTIFICATE OF COMPLIANCE THE 5 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 5 BUREAU OF ELECTRICITY C5 5 40 FULTON STREET ^ NEW YORK, NY 10038 5 CERTIFIES THAT 5 Upon the application of upon premises owned by 1'7 PECONIC ELECTRIC CORP ISSAC SPERLING e5 5 2195 STANLEY ROAD 205 SUMMIT DRIVE Cj MATTITUCK, NY 11952, MATTITUCK, NY 11952 e5 fSLocated at 205 SUMMIT DRIVE MATTITUCK, NY 11952 5 5 Application Number: 2081818 Certificate Number: 2081818 �S 55 Section: Block: Lot: Building Permit:30018 BDC ns11 �S �c Described as a Residential 0-599 square ft. occupancy, wherein the premises electrical system consisting of 5 electrical devices and wiring, described below, located in/on the premises at: 5 C5� Outside, Pool/Spa, 5 c A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed S 5 herein, was conducted in accordance with the requirements of the applicable code and/or standard 5 5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 5 authority having jurisdiction, and found to be in compliance therewith on the 5th Day of December,2005. 5 Name OTY Rate Rating Circuit Type 5 5 Appliances and Accessories 5 Time Clock/Switch 1 0 5 5 Pool/Spa Bonding 1 0 5 5 Panels 5 5 1 30 3 5 5 Wiring and Devices 5 Switch 2 0 General Purpose 5 5 Receptacle 1 0 GFCI 5 5 Receptacle 2 0 20 amp Pool/Spa 5 5 Fixture 2 0 Pool/Spa 5 5 5 (Swimming Pool):This certificate covers compliance at the date of inspection only. Because of unusual environments it is advisable to have 5 frequent test and/or repairs made by a qualified person. 5 5 5 5 S seal 5 5 I of I 5 r� 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 5 OE111 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. 30018 z Date JANUARY 20, 2004 Permission is hereby granted to: IZABELLA SPERLING 5 OAK TRAIL ROAD ENGLEWOOD,NJ 07631 for CONSTRUCTION OF A DECK ADDITION SURROUNDING AN INGROUND SWIMMING POOL AS APPLIED FOR at premises located at 205 SUMMIT DR MATTITUCK County Tax Map No. 473889 Section 106 Block 0001 Lot No. 038 pursuant to application dated DECEMBER 19, 2003 and approved by the Building Inspector to expire on JULY 20, 2005 . Fee $ 733 . 50 Authorized Signature ORIGINAL Rev. 5/8/02 ��1F-et— 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSU N [ ] FRAMING [woT FINL [ ] FIREPLACEACHIMNEY [ ] FIRE SA TY INSPECTION REMARKS: Att G+ri S - o 1-fvw4 C�3 C?e— , DATE �� INSPECTOR y,OF SOuryp� 3001 Z �0 �co TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [)(] FINAL [ ] FIREPLACE & CHIMNEY `[ `] FIRE SAFETY INSPECTION REMARKS: DATE �� ���� � INSPECTOR z �Q o1,W,0 TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ FINAL [ ) FIREPLACE & CHIMNEY [ ] FIRE SAFETY ,INSPECTION REMARKS: /� / DATE INSPECTOR OK 'raf SO�T�6 30013 z �` TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [FINAL )a ; [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: ------------ DATE 0 ��( �d S INSPECTOR �, *woe so�Tyo* 3001 zoQ� TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [/FINAL [ ] FIREPLACE & CHIMNEY`[ ]`FIRE SAFETY INSPECTION REMARKS: fipo-d' DATE / ��� Os INSPECTOR - � 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ t, INALrAzl . ) [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS:loe DATE /A 6 INSPECTOR 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ FINAL [ ] FIREP14CE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE INSPECTOR G _ T4Tibi _—_ _ /y/f/-7T/7vC/C• NJ W LisWlMn z, so � Jig -: ..•sc..eNTm _ u -lb CCVW4"- ---- i; 9c+w+dt�a 1�l�sw.�tc -- + or 4 �• Y % n iii - ._ . _ ��✓. www fla..� - ' - 473889 106 • -1-38 OWNER : OLGA AS TRUSTEE KRAWCHUK NUMBER# DATE TYPE CO # USE/DESCRIPTION 27790 10/16/01 PERMIT 29872 NEW DWELLING 0/00/00 _ 0/00/00 _ 0/00/00 _ 0/00/00 _ 0/00/00 0/00/00 _ 0/00/00 _ 0/00/00 _ 0/00/00 _ F1=More F7=Permit Detail F8=Co Detail F9=Preco F12=New Swis/Parcel F3=Exit FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION(1ST) Do - -- - -- y ---------------------------------- - , FOUNDATION (2ND) _- -_ -_ �-,QLA RJ O y ROUGH FRAMING& PLUMBING -- 3 -- 3 r INSULATION PER N.Y. H STATE ENERGY CODE / - V`f FINAL do OLAP— ADDITIONAL COMMENTS s Ml M Z 0 ro z - Ix ro - y TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL npc 19 M Board of Health SOUTHOLD, NY 11971 3 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey www. northfork.net/Southold/ PERMIT NO. Q D l X Check Septic Form N.Y.S.D.E.C. Trustees Examined_ 1 ho,20 Ut ' Contact: Approved_ T yp ,20 Mail to: y• SER L/(/6 Disapproved a/c Pllone: �fZ - 1 22, Expiration �,20_� -.._.,....._,....._ ^ IM& BELLA SPERLI Building Inspector 5 OAK TRAIL ROAD ENGLEWOOD, NJ 076 1 APPLICATION FOR BUILDING PERMIT Date // Z 3 20 49-1 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. Fey 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 pemlit rball 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 issu.�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 re ations, and to admit authorized inspectors on premises and in buildIMMEM"gt tions. ENCLOSE POOL TOO CODE OCCUPANCY OR UPON COMPLETION BEFORE "WATER" (Signature of applicant or name,if a corporation) USE IS UNLAWFUL 6- 0,4� VL&,c r"cvw�A - ry 0 76 3/ ��WIITHH//O++//U�IT�'ppC`E��R��TIIFICATE VNOEa�ittEeSCERTIF10A% (Mailing address of applicant) 1Q a ivliutktk l3!p�illb`dht is owner, lessee, agent, arc te , engineer, general contractor, electrician,plumber or builder Name of owner of premises APPROVED AS NOTED (As on the tax roll or latest B.P.8 l If applicant is a corporation, signature of duly authorized officer FEE: BY: NOTIFY BUILDING DEPARTMENT AT (Name and title of corporate officer) 765.1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTICNS: Builders License No. t. FOUNDATION - TWO REQUIRED Plumbers License No. FOR POURED CONCRE-F Electricians License No. 2. ROUGH - FRAMING & PLUMBING Other Trade's License No. 3. INSULATION 4. FINAL - CONSTRJCTION MUST 1. Location of land on which proposed work will be done: BE COMPLETE FOR C.O. TKNJ SHALL MEET THE _ZOO' �c�<rYz t � 1�OFTHECORESOFNGW House Number Street HarMK STATE. NOT RESPGN318LE FOR DESIGN OR CONS714 CC:q`)N cfiRORS. County Tax Map No. 1000 Section 6 Block 0 / Lot_ dd Subdivision Filed Map No. Lot (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy / bb27� i `car St b. Intended use and occupancy, kc✓%'-if* e-6 'eo a c_ 3. Nature of work(check which applicable): New Building Addition Alteration Repair Removal Demolition_ Other Work (Description) 4. Estimated Cost S-0- o- Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES_NO 13. Will lot be re-graded? YES_NO—Will excess fill be removed from premises? YES_NO 14. Names of Owner of premises SAIL i Address Phone No. 34- 9fe -fz z 7 Name of Architect Zc-bra4 6 k/obrb.v Address Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C.,PERMITS"MAXMIF REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO '( /* IF YES, D.E.C. PERMITS MAY BE REQUIRED. r 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. ' 2 ._ . 17. If elevation at any point on property is at 10 feet or below,mustovtde topographiX1.cal data on survey. N e-w V c�'Se y 13F, ►+3 ^ STATE OF NEW-ftYM U SS: COUNTY OFA I Nfs being duly sworn,deposes and says that (s)he is the applicant Ciane-of individual signing contract)above named, (S)Hd is the_; Co n-T 01-cY - a (Contractor, Agent, Corporate Officer, etc.) of said owner or owners,and is,dnly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this:app4pation are true to the best of his knowledge and belief; and that the work will be performed in the uftiuier set forth in the application filed therewith. Sworn to before me this c h`day of J_ r 2003 ��M1 otar�r P is " .: *:' v ignature of Appli t 1vowryPublicfw the 11ex �J T L D T l� G I : T�r�f T rT" 1�JLN�J Z TT�,;-W—11fL��17 1-1 CII Applicant/ Date I �l Owners Naive: Reviewed. Architect/ Date Engineer: L4a Submitted: SCTM #: District: I,000 Section: _ I31ock: l Lot: 8 Project _ Subdivision Location: SOS �et. _ Name: Sin&le S separate Required certifica(ion: (Yes/No) /L) Req. Req. j Zoning Disvict:�%� 11,0t size: � Cn� A �I: I (1_01 coverageL`-►'ropusrdG- Req. , Req. lrS /// �.. Req. [►'root Pard Proposed: ) (Sidc Yard J Yro / Y'/7 ) (Rear Yard Proposed -C �T� Project Description: c�B AGENCUERMITS Permit REQUIRED FOR REVIEW N.A. ISO 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: Nv � 7 SURVEY OF LOT 7 .(` e BLOCK 1 Y� M �� MAP OF CAPTAIN KIDD ESTATES FILE No. 1672 FILED JANUARY 19, 1949\N '�Pl `� S5N96gA SITUATED AT MATTITUCK TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK Vol S.C. TAX No. 1000- 106-01 -38 ��• 5p F SCALE 1 r'=30' NOVEMBER 9, 2000 MARCH 2001 ADDED SITE TI 2, 2002FOUNDATION LOCATION ION a0 SEPTEMBER 9, 2003 FINAL SURVEY -P AREA = 37,289.92 sq. ft. �• 0.856 ac. iS. VO. N Nf,y a a + M, Al, 9 a v. fCY p06 ane/ F--i / 0 y Cie 10 -A 0 \a\ • v?�: Ra' � o A � 1^I O O �c}O F, Coa��✓ O / , d (10 CY/ / CERTIFIED T0.' S.I. BANK & TRUST FIRST AMERICAN TITLE INSURANCE COMPANY OF NEW YORK PREPARED IN ACCORDANCE WITH THE MINIMUM STANOM _ TITLE S AS ESTABLISHED BY ROVED AND ADOPTED NEW YORK STATE LAND J 6 'AI Illy p- • S N.Y.S. Lic. No. 49666 UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTOR 72M OF TINE NEW YORK STATE EDUCATION LAW. Joseph A. Ingegno COPIES OF THIS SURVEY MAP NOT BEARING THE IAND SURVEYOR'S INKED SEAL OR Land Surveyor TOBE A AEMBOSSEDSFA NOT BE CONSIDERED TOVMID TRUERUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FDR WHOM THE SURVEY IS PREPARED. AND ON HIS BEHALF TO THE TTP COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTDUTION LISTED HEREON, AND Rtle SurVeys - SubdNmone - Site Plons - Construotlon Layout TO THE ASSIGNEES OF THE LENDING INSTI- "ON. CERTIFICATIONS AAE NOT TRANSFERABLE. PHONE (631)727-2090 Fax (631)727-1727 OFFICES LOCATED AT A411LING ADDRESS THE EXISTENCE OF RIGHTS OF WAY 322 AD. New AND/OR EASEMENTS OF RECORD, IF AVENUE P.O. Box 1931 GUARANTEED. RIVERHEAO, New York 71901 Riverheotl, New York 11901-0965 ANY, NOT SHOWN ARE NOT GUA 20-626E r - - - I I L- — — — � CONCRETE RETAINING WALL - SEE DETAIL l I I BW<g4.40> BN¢14.40> BW<g800> BW<gq.00> 5W<g150> BhOl 00> BW<g100> BA0200> BW<g400> - - TN06 00> TW<g100> 7,406 00> TW<gl,00> TW<gq 50> 4 TW<gq 00> TW<q8 00> TN<gT DO> TN<g6.00> / \ <q1.0> 0550> / 05 50> <q6 5> <I00,0> <100 0> -- 5 L 0 P E <qq 00> Q SLOPE <I00 0> <I00 0> r- — — — — — — — 4 I I I I I I p q 4 b" 1 62'4" g„ TF PROVIDE ALUMINUM FUTURE IN-GROUND POOL FUTURE IN-GROUND POOL ' GUARDRAIL MINIMUM Q 48" HIGH - AROUND (BY OTHERS) ENTIRE POOL REINFORCED CONCRETE REINFORCED CONCRETE - ENCLOSURE -TYPICAL Q PAVING ABOVE PAVING ABOVE Q ON COMPACTED FILL ON COMPACTED FILL r 13'_11• 36'_0" 13'_11, w �I L — — — — — — — — UNEXCAVATED*** CONCRETE PAVING I I 8" POURED IN PLACE CONCRETE '^ 3' 1,410E, 48" HIGH 5ELF-LATCHING FOUNDATION HALL PVCONTINUOU5 (RE-INFORGED CONCRETE PAVING ABOVE <-ISO> <I00.0> GATE �\ <I000> <q8q> I-8"xl'-O" DEEP CONTINUOUS CONCRETE ON COMPACTED FILL - TYPICAL Q 'q \\ O Q FOOTING - TYPICAL N m N 6„I 62'_6” 6" 13'_5• 8" 9'-10" 8" 9'-10" 8" 2' II W WI CONCRETE PAVING W z I Q Q I Z Z <1000> 63'-10" <1000> Q Z < 1 - - - - � I - - - - - 1 o Ip UNEXCAVATED*** Y I I p o p m m I L _ � r- J L_ _ _ _ _ J LJ � in r - - - - - - � =UNLXC0,AW/PA%Tl=P ® ® ® ®UNEXCAVATED y — — — — --- a <1050>4-1 J ,�­ L - - - - - - - - - - L 1 I I c l�s r - - - - - - - - - - - - -1 �- Q I I LSEE SHEET A-I SECTION 1201 < �[�0 C E L L A R 10" FOR ADDITIONAL DOOR ! FIRST FLOOR [ [ I I WINDOW INFORMATION - TYPICAL I <I01 O> 0q.33> > TERRACE FOUNDATION PLAN TERRACE PLAN "•NOTE, ALL FOUNDATION AREAS INDICATED AS UNEXCAVTED 5GALE I/8"=1'-O" SEE SHEET A-1 FOR ADDITIONAL N07E5, GRADINGS DRAINAGE INFORMATION SCALE TO BE VIR61N 501L MINIMUM BEARING CAPACITY OF 2 TONS PER SQUARE FOOT. FILL IF REOUIRED TO BE ADDED IN q5% COMPACTED 12" LIFTS 3'-6" H16H CHAIN LINK FENCE TYPE - I RETAINING WALL NOTES 10 H F A-BAR B-BAR MAX SOIL FRE55 GRADE 21-0" CURB TEST CYLINDERS. SHALL BE MOLDED FOR EACH 50 CU. YDS OR FRACTION THERE OF, 31-0" 3'-q" #4916"06 #4916"06 OF EACH CLA55 OF CONCRETE PLACED IN ANY ONE DAY SAMPLES SHALL BE TAKEN _ •I DIRECTLY FROM MIXER AS PER A5TM 0112-1154 CURED AS PER A5TM G31-Igbb ! TESTED #4916'OC 1111 1- BACKFILL #498 OC #4912;00 208q#/5F AT THE AGE OF 28 DAYS AS PER A5TM 03q-Ig66 TEST SHALL BE PERFORMED BY A _-_ POROUS EARTH _- " a 4'-O' 4-3' #4912' ' 4-IV #4GIC`OC A-BA III IT=1 "s OG T O 6 O" 598'OG 8" OG LICENSED TESTING LABORATORY REPORTS TO BE FILED WITH BUILDING DEPARTMENT _ 1 _ 7 #4916" 'C" • 1117'' - -- OG #498 OC 21640/5F R5 VERT p "� III= -li _� i A-BARS VERT _ , �_ # OC REINFORGIN6 BARS ALL CONTINUOUS REINFORCING BARS TO BE LAPPED 32 BAR ? GRADE __ WEEPHOLE5 @4'-0 _i i._ 6RADE DIAMETER AT SPLICES AND CORNERS UNLE55 OTHERN15E INDICATED, LAP CONTINUOUS -- ==111 111- • 8'-0" 6'-6" #596"OC #596"OG 7168#/5F TOP BARS AT CENTER BETWEEN SUPPORTS 6 BOTTOM EARS AT 5UPPORT5 TERMINATE II 1,111 2 111 ISI q-O" 1'-3" #661,10c, #691"OC CONTINUOUS BARS AT NON-GONTINUOUS ENDS H/5TANDARD HOOKS PROVIDE CONTINUOUS I 1= = - 8AR5 AT WALL INTERSECTIONS PROVIDE (I)#5x5'-O` LON6ER THAN OPENING FOR EACH 4" OF WALL THICKNESS OVER ALL OPENIN65 UNLE55 OTHERWI5E NOTED. ALL BARS SHALL Q B-BARS 4 Q Q BE SECURELY HELD IN PROPER P051TION WHILE PLACING CONCRETE IF REQUIRED I - iv I. _ v TYPE - 11 ADDITIONAL BARS OR STIRRUPS SHALL BE PROVIDED BY THE CONTRACTOR TO FURNISH H F A-BAR B-BAR MAX SOIL PRE55 SUPPORT FOR ALL BARS MINIMUM 60NGRETE PROTECTION FOR REINFORCEMENT FOR FOOTINGS ! OTHER PRINCIPAL STRUCTURAL MEMBERS DEPOSITED AGAINST GROUND TO I'ii 1 _ I r m 3'-0" 3'-q" #491600 #4916"OC BE 3"CONCRE7E, AFTER REMOVAL OF FORMS EXPOSED TO WEATHER OR IN CONTACT 1, F � 4'-0" 4'-6" #4912"O0 #4912"OC 1345#/SF l+C-ROUND 2" FOR BARS LARGER THAN #5, ! 1-1/2" FOR #5 BARS OR SMALLER T'�1 I TYPE` I I 5'-0" 5'-0" #4910"OG #4910"OC DESIGN OF F007IN65 ARE BASED ON MINIMUM BEARING VALUE OF 4 KIP5/50 FT `�'f b'-O" 5'-6" #498110G #498"OC 1280#/5F 598"OG #56WOC CONTROLLED INSPECTIONS FOR RETAINING WALL5 TO BE DONE BY LICENSED ARCHITECT 1'_O.. 6._0.. # - - 3 OR ENGINEER THIS ARCHITECT HAS NOT BEEN RETAINED TO PERFORM THIS INSPECTION RETAINING WALL NOTES & DETAILS TE q'-o" 1'-q" .bmr'oc L 6°oG 21B#/sF a NORTON ` ` DBY TERRACE PLAN DA 5/I0/01 Ilo s1e sc A5 NOTED k z HAL JOe NO 01100 a � QP�p p C \T` T Ec5PERLIN5 RF51DENGE CAP 6 FILE � OP c ro� ` ,tet 285 5UMMI7 DRIVE 0w No ° w SOUTHOLD, NY p•�n° c� EN6LERT 8 NORTON H I T E G T S 3836 Richmond Avenue 5toten Island, NY 10312 m N _ Telephone [7181166-0002 OF 8 r•�` 12 10" T RETAINING WALL 1 N II O V O ' V N e ., ('J :=XF PT RusH GIRDER._ _- --!") 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Cawr PIFR w/ "RIGFUOT' I CON[ FTn l�uMI+Y I I - 10' 4' 10•_4" 10'_2" 10•_2'• 10'-4' 10 - - ILOI,-- - -�. � - - . fir - '-�' - -)TL ID PT DIRDER - F' --- •L�.�- - -- — - - --C�'II -- � - -� 7-. 4 AXN PT D' MIRED Q - ITER W/ "B GFOOT" _ = w IF, `" ]T"J91 IN PT IFDGFR ?X10 PT LFDCER UD HOpFD To FOUNDATION BUT IED TO FDIINCATION W /^,• DIA DOTS W/ W' 1/7' DIA DCI G W/ 19 ANCHORS Mz!OL ANCHORS 01b'CL XIC PT IDUE _ HULIIJI fO FDIAIDATION A --- - W/ /^. DIA EDIT, W/ ANCHORS Rln'OC •XI �t 'VI EXISTING HOUSE (REAR) 41 FOUNDATION PLAN a a �— RI NFF RETAINING WALL '12' -10.. 36, L�{.1EY$3�J�3J e Q\ lFtEIT 'mss m m ,S i , '� r4i z Z �y Yp \rb l �,9� y1 r a yI irJ r �. yl a' r / yI wrra w qa w UW _— - - _ - - - - Z >_ � -- -- \� - - - - --- - - O ft Z -N - - - — - 9.VJ - --- - - _ - - -- - - -� z :5 IF _ h - -- T POOL - --- a Lo < N - - a o __ LL _ — --- - -- - - - - --- - - --_- - - - _- - - -- - Q M _ _ -- ---- - - x w m C Z of _ O N Z 0 - --- - - -_- _ - - - - - - - — - - - - - -- - ---- _ —_- - -- - PROVIDE 9I-IIGPI RAILING � Ny - - --- - - - — - ' W/ BALUI TVRS AT ILIO MOPE {Sl THAN 4" APART AN4lF I z DC rBE SFI -U OSIpIL �i AND ATCHRJG - - 1 T 8" � g, Lu --- - _ - __ _ rTi _ co PROVIDE 4' HIGH RAllING _ ---- - --- -- NO MORI PROVIDE 9' HIGH RAIZ INI. (EXISTING PORCH) �_-_ W/ RAI AT 'N/ DALIISTERS AT NO MORE - (EXISTING PORCH) - - - — — — TI InN 1° APART THAN 4" APART 2'-3-3/4" HIGH -- - _ 2'-3 -3/h" HIGH GATE sFlal BE sELFCLosm,G GAIE SHAIL RE SELF-CIUSNc - - - BOVE PROPOSED DECK AMD SELF LATLI-IING AND SENT I ATC HnvG - ABOVE PROPOSED DECK - - -- -- - _- .'F__- , EXISTING HOUSE _ -- - (REAR) j FLOOR PLAN a O Z a x w _o a N II O V O V N r N aY \ Z z Q w' q� O O I U W W Z U w W ❑ ly Lo W o s<, i G N y - - A, 4SJ- U m i B LU FF Q -P � w r ELEVATION M m- n1Y- - - 4 11- � or � /•' m yi V. 11Y N N�- Vr AF W 2 M 1 I RIGH RAILING W/ SPACING Lo OF NO MORE THAN 4' APART "N'I ON RAI LISTER' W AS PER SECT AGILE I N.YS RFSCOSTLOAF III 1 W \ _ U CD OPT OJ (SP AILING AS Ff FOUNIVATIM PIAN) ^JV"'' � '�`�,r •' W zx1B PT iEncER ` (37 zxTO PT elRm-R ,(s) zxR PT GudOFR (z7 axe I=r GIRDLE , 1I/\, (MIN 2.) - ANCHORED TO ANL HURFO IO ANCHORED TO B 01 TEO TO FOIINOATIEN O 6Xf PT POSI JAB PT POST 4X4 PT POST •�.IV' N W/ T/2" rnA eucTs w/ Ar1c HGRED m AN HorerB To - - alvc HORED To ANCHORS 015 OC � _ 1T'OIA CUV.IC 12' DIA - - - 10 DIA GONG - ,�,•v '' HIS, '11F,rYil .IOISTS N BE CONNFC TO PIER W/ "RIGFOOT" 'PIER W/ -DEPICT" ' ' PIER W/ "BIGFOOL' ' N W/ JOIST HANGERS TO (EDGER COMC. FTG COMO FTG ' CONE FTG. ` �.�� o„ AND TY-DOWN ANGORS TO GIRDER, ^`� EXISTING WALLRETAWb o POOL \� WALL i+T vo \C)� BLUFF �y Non USE JOIST HANGERS CONNFL TIPIG ID rIU9H 41RGI R•. �— AND fY—DOWN ANCHORS FOR OVER GIRDERS (NO ANCHORING CONNf_CTOIN TO H011SC) C ROSS SEC TION �. 0 w � a i n z a s ED WIND LOAD PATH CONNECTION AND CO_NSTRn a U _UCTION DETAIL DRAWINGS DO V = Co - N � p N USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WINIp RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S REGOHHENDED INSTALLATION INSTRUCTIONS r0 ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. � r i/ it CD not ON A'MA% uJ P'DIA MAXIMUM �/ Q < q � a A'DIA Mh%IMUM - / POST M GIRDER/HEADER--- POST/cOLVMN I = - CONCRETE FOOTING - v \ Tri/ / ELIW \\ \ Z 'DECKPOST-FTIG CONNECTION p Y \ LOCATION USPNUMBER UEBCRIPTION APPLICATION DECK/PORCH RAILING F%A POST PAU 14 OR WERE POSTI BEAM ANCHOR APPLY TO EACH FOOTING Y STAIR RAILING POST-TO-GIRDER/HEADER CONNECTION %e POET Pws6 oawEss PCSTI Bsam ANcrlDR nvvn TG EACH RQORIac (J I=- VSE MIN 12)1/2"DIA GALV BOLTS WITH WASHERS AND NUTS /�. n r^ C 1-11T SPACE /> VZ_ MINIMUM �J J U) Q HAUDRAas O 0-// - / GIRDER (-J / U) nl ' i ) ( POST_ - / S GIRDER/HEADER I n ED RIMIOECK dO15F I i BALUSTERS \- / ? / CONCRETE PIE ATTACHED 10 WALL b-V�� / OPEN pALIl51ER , Y m HANDRAIL CONNF-CTION f ALL HANDRAILS SHUL BE CON DROOPS THE FULL LENGTH POSRTO-DECK CONNECTION HEADER/GIRDER-TO-POST CONNECTION u`vi pmt i OF THE STAIRS HANDGRIP PORTION DEALT HANDRAILS \ LOCATION CSP NCMBGR DESCRNTION MPLIcnTION M SHALL NOT BF LESS THAN 14/E NOR MORE THAN 2'I N USE MINS)112 DIA GAUI BOLTS WITH WARRENS AND NUTS 2)HEAMS PAud10R WEAL POCTIBEAM ANCHOR APPLYTO EACIIPIER a (D CROSS SECTIONAL DIMENSION.ON IHE SHAPE SHALL PROVIDE Ma EQUIVALENT GRwPlrvc SURFACE GIRDER/HEADER 70 POST/COLUMN CONNECTION (E)BEAMS Pnuse GR wE6s PGS TI BEAM aucllaR APPLVTO EncH TIER x LLQ K\ FLASHING TUCKED UNDER TOP PIECC OF SIDING AND Q O LAPPED OWN FIRST CONTIN. PIECE OF SIDING BELOW UNDISTURBED SOIL Y u�i GIROEWHGAOER \ I UNDISTURBED SOIL(ORGANICS REMOVED) r Z Y LAY PIASTIL BASE DIRECTLY ON N lo DIA WI\SHERs CONNECTEDTO BLDG (eTi6'OC 'LEVEL BASE Q' • / FIT CONSTRUCTION ILL BE AND PLUMB O N STAIR TREAD i BRACE TUBE Z r / POST/WWMN - o - ` TILL ASPER MANUFACTURES'INSTRUCTIONS M RfM'BOARD e FLOOR FRAMING �I�I 1N\ 1: hJOISTs III=III=111 - - =III=III= STRINGER = 1 - / - = ylI=III=III=III_III-TGIII=till BLOCI(ING FOR H / a JOIST ANGER POST-TO-GIRDER/HEADER CONNECTION LAG BOLTS LOCATION USPNUMBER BESLRIPTIO11 NPPLICATION RIM JOIST I BU'/ ;BEFE. IG COLD.... .I PBSEA9I%GI PORT CAP ANCHOR APPIYTO EACH LOW MN DISTURBED / POOR SO ' A ' STRINGER TO DECK/PORCH CONNECTION 6x6 WLIDCOWMN PBS661 PBEE66I KC66 PG5T CAP nNCHOR APPLYTO EACH COLUMN LAV 4-6"LAYEROFCRCSHECSTONEOR W HOLLOW COLUMN SIMPSON STRR1l2 HL ANCHOR APPLYTO EALII COWMIV GRAVEL DECK/PORCH LEDGER CONNECTION �! I EVELArvD COMPAcr BV HAND LAY PLASTIC BASE ON COMPACTCD GRAVE-1 ' -- LEVEL BASE FIT CONSTRUCT ION TUBE AND PLUMB BRACE TCBF FILL ASPGfi MANUFACTURES INSTRUCTIONS 1 I"1 z i/ V / „m=u1=,In-m=,til=lillm�ul m-u w / U wooD JDlsr JAS / %'rotirou n'ta;�.n, Ur WOOD JOIST O�� JOlsl '�; J(I ' BLOaarvcT`1 CONIC PIER FOOTNG4Q' = 'n��q 9 p BIGFOOT al ITEMS FOOL INC FORCI eCr �lp IS remG L'�.1 GIRDFJUHEnOF.R \ \ \ / / pp// �///`�\\yT� IRA LOOROANCE WII Ii SECTION INA H GEN YS RESIDENTIAL CODETHIS DESIGN t O \ / / WOOD GIRDER —�yP�-�J ^^ COMPLIES WITH THE INTENT OFTIIE LOOS AND FILE MATERIAL OFFERED IS /y, @i WOOD JOIST GIRDERIHEAGEIY //' / 1�IIYYLIY/ i \\Y'J AT LEASTTIIE EQUIVALENT IN OLIfiARILITY AND EFFECTIVENESS OF THAT PRESCRIBED IN THE DOGE -/ % THEUIVISIONOFWOEINNY CEMEM AND ADMINISTRATIONS FINDS THIS PRODUCT - 16d v % ACCEPTABLE FOR 115E W N VS 9ASE0 GhON ICBU EVAl11RTION SFIiUICE REPORT FLUSH JOISTS WITH HEADER/GIRDER / FR-fines AND SUBJECT TO THE CONDITIONS THEREIN L+ \, u' - IM SPLICED JOISTS OVER HEADERIGIRDER ALLIOIBTS CONNCCTCPROAR FLUSH STEELHEADER TOCONNECTOR BE SUPPORTED WITH SPLICED JOISTS OVER HEADERIGIRDER PROVIDE-BLOCKING BETWEEN.IOISTS THAT ARE SPICED AND Alp (2 ly THE PROPER STEEL CONNECTOR US=WI111 R Tib P/DOWN ANC TORS 9 IFABL[SET FIR.l015(S APROX 114-HIGHER THAN LVL READERS LOCATION CSP NCMBER DESCRIPTION APPLICATION TO ALLOW FOR SHRINKAGE. JOISTTOGIRDERIHGADFR HIT0 TVDOWNANCHOIYCONNELTTOEACHJOILTI O I x DECK & PORCH NOTES: NAILING SCHEDULE _ 1) Unle¢e oNxrwbenoled.all halulnp matmlal Yv boXi ACO Desureircale:dlumbor JOINT DESCRIPTION NMI. NAILN 11 NOTES Al Mslnars,hP,Oaod anchds to ho galWnlmtl n OV0.11 NNU GTY 6PA0 JOICT TOA-tltl COMMON PER TOE 2)-GlMrvs for tlevklol¢Is ro be 6olNtl orandlored to eacM1 prrl or p�erwiih raas6ers antl nuG SILL,TOP PLATE OR GIRDER JOIST NO Glrtlera on conrtele plea sM1all he ancboratl wlh proper steel mnnxMlx anchoietl NRIDGING EACH TOE mm mnmele Will a mbdnmmlL'dla xr long onchvrboy Wm WameB and ouR CLIMATIC & GEOGRAPHIC DESIGN CRITERIA TO JOIST g-UD.MAION END NAIL GRUVNO IMOD 6EIBMIC 111JH WINTER ICESHIPEO FLOOD BLOCKING EACH TOE 3) Poe[e suppnRlnpglNxrs sM1all he anchored ieal2"x12'Y[I]"NldcconPO,J-11ny. SNOW SPEED DESIGN WEATIIERING DIVTERNITE OEOAY DESIGN UHDe-RLAVMENT 2-BJ COMMON Use fl-b.lcun112'ldlex9"long an[baboll wilM1 washe5antlnuls Pooiinys Slmll LOAD (MPH) CATEGOPY DEP"Er -TENP. REOVIREO HA2APD5 T➢JOIGT ENO ALL be4fL below g2tle- - BLOCKING 1.AT EACH TOE WEBATE EVGHT TO -Ed COMMONA.Ceck)olcfs rn M1aae blocMnO nl EUnc A5 CBE- IID B SEVERE ]FO HEAVY MODERATE YI NONE 91LL ON TOP PLATE BLOCK FAC LEDGER STRIP EACH FACE v) A mNlnmm o!1B IRJI flaehlnP ehall he ioedlletl belwnen Ilse bulldlny and letlgor 3-15tl COMMON _ TO BEAM JOIST NAIL Ladyerl¢hn lasfnnutl lohnlldNy Wllh ill"d6 bolls whh waSheB antl null JaCTON ER I PICOMMON PER TOE aH6"nc TOBEAM _ JOIGT NAIL BAND JDST 3-ifid COMMON PER END E-Cuncmle pima chell hxa minimum 9"ahmeymde TO JOIST JOIST _NAZI. T) All Plo.In It..".lWd.1llh-Nooe and anJiors Endo J.lU,hallalsoheenchoretl SIDLL ANGJGIOP STTDPLATO '[-Ititl eDMMON PER THE NAILED 1 lv glNer(s) OR TFOOT -_ ID CO a