Loading...
HomeMy WebLinkAbout36832-Z Su CO Town of Southold Annex 4/26/2013 F&I P.O.Box 1179 54375 Main Road oy •F � Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 36210 Date: 4/26/2013 THIS CERTIFIES that the building ACCESSORY GARAGE Location of Property: 590 Soundview Ave. Ext., Southold, SCTM#: 473889 Sec/Block/Lot: 50.-4-14 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 11/21/2011 pursuant to which Building Permit No. 36832 dated 11/22/2011 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: nonhabitable unheated accessory two car garage with two attached storage rooms and enclosed outdoor shower as applied for. The certificate is issued to Michael Monticciolo (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED Autho Sign ure o�SUF t � TOWN OF SOUTHOLD �� ay BUILDING DEPARTMENT y TOWN CLERK'S OFFICE o SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 36832 Date: 11/22/2011 Permission is hereby granted to: Monticciolo, Joseph D. 101 West End Ave New York, NY 10023 To: Addition of an Accessory Building; 2 Car Garage with 2 Attached Storage Rooms & Enclosed Outdoor Shower, as applied for. At premises located at: 590 Soundview Ave. Ext., Southold SCTM #473889 Sec/Block/Lot# 50.-4-14 Pursuant to application dated 11/21/2011 and approved by the Building Inspector. To expire on 5/23/2013. Fees: CO -ACCESSORY BUILDING $50.00 ALTERATION OF ACCESSORY BUILDINGS $362.80 Total: $412.80 Building Inspector E C E � v E Form No.6 APR Z 6 2013 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 BLGG. TOWN OF SOUTHOUTI�OLD 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$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00 Date. New Construction: Old or Pre-existin Building: (check one) Location of Property: () 501>1.. i 1 House No. k: ;4 treet ) Hamlet Owner or Owners of Property: MI( melt met 1 Ly T Suffolk County Tax Map No 1000, Section 50 Block Lot Subdivision Filed Map. Lot: 1 Permit No.;��p�'j Date of Permit. 2 l Applicant: Y�LIc.��,...� C I JL Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ 1 App icant Si natur o��OF SOUryol Town Hall Annex ~ Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 o roger.richert a_town.southold.ny.us Southold,NY 1 1 97 1-0959 coU ,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Monticciolo Address: 580 Sound View Ext City: Southold St: NY Zip: 11971 Building Permit#: (Pg�a - 9.Section: Block: Lot: WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: East Country Electric License No: 1005me SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic Garage X INVENTORY Service 1 ph 300a Heat gas Duplec Recpt 51 Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt 12 Wall Fixtures 3 Smoke Detectors 8 Main Panel 2-15 A/C Condenser 2 Single Recpt Recessed Fixtures CO Detectors 3 Sub Panel 1-10 A/C Blower 2 Range Recpt Fluorescent Fixture Pumps Transformer Appliances 1-dw Dryer Recpt Emergency Fixtures Time Clocks Disconnect 2-15 Swatches 74 Twist Lock Exit Fixtures TVSS Other Equipment: 300a underground service, 61-incandescent fixtures, 2-paddle fans, 5-exhaust fan 6-ARC fault circuit breakers Notes: Inspector Signature: Date: Oct 4 2012 81-Cert Electrical Compliance Form.xls F-3 2- OF SO(/j�o - - -- - -- ti� FO a� c OUMY,��Q TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ikiOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS:- DATE �r INSPECTOR 36 �� �o�aq souryo� courm,��' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ' ' [ ] FOU ATION 1 ST [ ] ROUGH PLBG. [ IF NDATION 2ND [ ] INSULATION FRAMING/STRAPPING [ ] FINAL J FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS- c6 7— 4'� DATE INSPECTOR 1 ho�aOE SOpT�,o� 3� �-3 - • ao courm,�' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] 1 ATION n [ ] FRAMING/STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: 6i e- 4. 1 1 DATE /O INSPECTOR OF so(/jyo co ,� TOWN OF.SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG [ ] F DATION 2ND [ ] INSULATION [. FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE &.CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: .2- . 4� LL�l 12� DATE INSPECTOR • BI '06 Y • i oil) I • I I • • I / _._ . 1� TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 p 3 Survey SoutholdTown.NorthFork.net PERMIT NO. 4 Check Septic Form N.Y.S.D.E.C. Trustees C.O. Application 1 Q l 1 Flood Permit Examined r I U 20 1 1 Single& Separate Storm-Water Assessment Form I j l Contact: Approved l I ,20 ` 1 Mail to: Phone: Expiration �� ;20_13 "application E Building Inspector PPLICATION FOR BUILDING PERMIT DateI ' , 20�INSTRUCTIONSDST 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 premiss 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, ho ising code, and regu tions, and to admit authorized inspectors on premises and in building for necessary inspectio (Signa ure of applicant or name, if a corporation) -5�6 5c2=j VI- J �� X/ (Mailing address jfCqpp1icant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises � (C A (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- �g! d Sc�s�I�UIP cl ✓`-c House Number Street Hamlet County Tax Map No. 1000 Section Block ( Lot Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy C'��''�5�✓c ��— , 3. Nature of work (check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost 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 1 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 1.3. Will lot be re-graded? YES NO Will excess fill be removed from premises? YES NO 14. Names of Owner of premises Address Phone No. Name of Architect Address Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO IF YES, PROVIDE A COPY. CONNIE D.BUNCH Notary Public,State of New York STATE OF NEW YORK) No.01BU6185050 SS: pualifled in Suffolk 2���— Commission Expires Ap nl 14 COUNTY O�CA being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. S orn to before me thi II,, � ^ day of � 1 20 Notary Public Signature of Applicant Young & Young pip 400 Ostrander Avenue, Riverhead, New York 11901 N 8E 631-727-2303 o (�We81179s) Howard W. Young, Land Surveyor >; oo Thomas C. Wolpert, Professional Engineer F.VE� Robert C. Tast, Architect 9A. N Douglas E. Adams, Professional Engineer 9�;55 SOS +56AD � x W E r 42q.43� 7$6 z� � 51 .02 ��^+� �/� HEALTH DEPARTMENT USE ���� NS3.50120 E P S7,o$/ S .56.; a c © 2 cl {/ S.T. - LFI \ /��•0 r (1 O PROPOSED �F of 6 lY 57b9 SANITARY g o Z Ie N q SYSTEM "�Z l O T ry B'DIA.x 12' < m o io rp- 4 4: // zFop o N / �0 00, sm 12. T.H. / PROPOSED 3 1 6 \gip• 2200' e - �`'T• / LOGATION'OF c .00 g 3. S � L 22.00, � .13A0' (5-4$EUROOM) g m Ex o Ot LF2 2.00' _ o<F� i lu 6 C ry LF3 FZR_ PaL Q .� 'P, QBFF RG" GE ~ SURVEYOR'S CERTIFICATION W L F 27.80, (36 • ACTUAL FIELD SURV W EY AS COMPLETED 0 2Q05.- + y N 6624 O PRO Poe "�•`mac N L 250 L O o . 0' L 6ARAE �- z ,. �6 m 63.11. 6695 6 (() N 6159 6420 6622 6 t ! a .x mxr "- 10.0 26 63-44 _ - _ < a 0' 45 37_3' O I i ° �Y gqc0/yG 645 64.4-1 O -- --4�2 —_ R!y L 61 �` // I �,'..t.,` d:�A MHz N O 63.04\ 64.68 64.45 O E° Z 62.12 A PROPOSED a• 64.1 64b3 ]7Rr41N,46E nE516N GRITERI.4 ►DEL % weu HOWARD W. YOUNG, N.Y.S. L.S. N0. 458g3 � ; r' 64.g4 b 4 GI�LGUL,4TIONS j \\ (y�h 6434 +6995 N c R=RAINFALL(FT) ��Y G OF ARY(S.F / \ 2.16 N SURVEY FOR G = COEFFICIENT OF RUNOFF blb0+ Q a LEACHING FIELD NO. I / �� N OSEPH V. MONT1 GG I OLO c PAVEMENT AREA= 1685 S.F. 0 5K a ° $�p� 1,685 S.F.x 2/12 x 1.00 = 261 G.F. - y �° At Southold, Town of Southold � F REQUIRED VOLUME 251 G.F. g'S s/ �� O K m r O .� Suffolk County, New York R� PROVIDED VOLUME60� (1)8'0 x 7'EFF.DEPTH POOL- 296 G.F. x' E +�� County Tax Map District IOOO Section 50 elock 04 Lot 14 0 �; o¢z LEACHING FIELD NO. 2 S- .� O �=z ROOF AREA= 1,I4I.5.F. 9J�o"�o �Q BUILDING PERMIT SURVEY 1,141 S.F.x 2/12 x 1.00 c IgOG.F. ✓� �/ ��' -o a PROVIDED VOLUME NOTES 015 O� �© (I)8'R x 5'EFF.DEPTH POOL= 211 G.F. O g AREA = 34,I�i2 5Q. {=T. � Sa �� '1��0 ���� �r AMENDED PROPOSED HOUSE 4 GARAGE MAY 2q, 200q LEACHING FIELD NO. B ° ((� 0 AMENDED BUILDING PERMIT DATA FEB. 25, 2005 ROOF AREA= Ip50 S.F. . VERTICAL DATUM = N.G.V. DATUM (M.S.L. Ig2q) 1 0 T(0� '\0 0 ADDED DRAINAGE DESIGN CRITERIA 8 GALG. AUG. 6, 200-7 F�o m s24'0 f � f '� \� OCT. 12,2005 O�o`• I,OSO S.F.x 2/12 x LO0 = 115 G.F. • ELEVATION ARE SHOWN THUS: + 561.28 0 0 5 MAP PREPARED PROVIDED VOLUME ��0 Q0 Q RD IL (I)8'm x S'EFF.DEPTH POOL= 211 G.F. A.srAr.E FOUND � A\G� �,�� \\\�� SCALE: rv=50' $� �E ; p=Mowd .m r sEr ■ =Mot NT FotnaD 0=SrAKE 3ET t� 00 9� JOB NO. 2001-0115 C=GFIIMt�Y Ro=R00F OVER 9=STOOP CIE=CELLAR ENTRANCE DWG. 2005-0365_bp I OF 4 i Young & Young y s'o�6 N 400 Ostrander Avenue, Riverhead, New York 11901 a 631-727-2303 �8 Howard W. Young, Land Surveyor \.\ Thomas C. Wolpert, Professional Engineer Douglas E. Adams, Professional Engineer W E Robert C. Tast, Architect l%jM ME � -N835012k '..f.,.. .__., .._.. ._ . . .. '..'.•: oo� FOR ag § ° 0 S7), $67, S7/ $ , e Da=APR_1 6 .2.613 s :,.. ,.:i'. __.._Ro° 06-oo L �� �i� � boan 4 a ' </� - DRl► Y OO�A Y�SryC� 64 6L.i`i. SLL�,'Me. v-�;c./.�L /� ��.grgJ .�p'�-1'' found to y�b§ ( _ •r�9lr Yasatl$1Cii+or/y F'O l:`S iVY/-`.f�IMUM�F,1 Ji.;;-:.'i`.��Ji4�J. SS z W �8� M. 13 :1 Walter J. W 9 GS 6 STO Office of`Wastewater Management ��FQ s Q a 9QS 9A7 Q '� 3 A\ L J df o q, 16 9'O L7 O o rn n Y --40 SURVEYOR'S CERTIFICATION 'mgo 69_W L 6 p ;" r�-0, • WE HEREBY CERTIFY TO JOSEPH D. MONTICCIOL0 �o�N i O AZ, is.�. f THAT THIS SURVEY WA5 PREPARED IN ACCORDANCE WITH THE BF§ N UNITS ra,o,n dory CODE OF PRACTICE FOR LAND SURVEY5 ADOPTED BY THE RHF- r NEW YORK STATE A550CIATION OF PROFESSI LLAND F E: N V 5�� siq ' a- s L SURVEYORS. . m v' 0. LO 249' O W In r ST _ FRAh1E 4- j I I< 3: �� -ham wZ. � z�m u �7,Yg 4,�rC, NO W 6AIZgGp L nth-I�-'t/�'�' :er��' .. *_H� 's z � > '� HOWARD W. YOUNG, N.Y.S. L.S. NO. 458g3 45� 013-1 V / SURVEY FORFENCE 666 u / O SANITARY MEASUREMENTS // - m lUJ ( J05 O. MO1�iTI GG I Ol_O W A g ;gym °A At Southold Town of Southold H 5T 54.5' 42.5' s, '� Suffolk Count New York R906 LP 47.5' -ro' �gi9`S �`a� N APR 2 6 2013 yr �m� Q S County Tax Map District 1000 Section 50 Block 04 Lot 14 zog BLDG.DEPT. 'Q0S ��0 TOWN OF SGUTHDLD FINAL SURVEYF yW O�p,� A � �Sa$ I NOTES O� p �0 � FINAL SURVEY JULY 12, 2012 0 AREA = 54,1-72 5a. FT. �j� 0 `\0 FOUNDATION LOCATION NOV. 21, 2010 rF` o t a �, e ® AMENDED PROPOSED HOUSE 4 6ARA6E MAY 20t 2001 W �0O � �VAMEND ADDEDEDRAINA E6DE PERMIT CRITERIA 6 GALG. FEB. AU6?8, 2007 9o09 0� �� t ;\0 �� MAP PREPARED OCT. 12, 2005 <a�8 Gov, a0� Q� ��` pa .1,7 MONUMENT SET =MONUMENT FOUND A=STAKE SET A-STAKE FOUND \�/r '1 p� �1��'Vg�e� SCALE: I"=50' � 95 G=CHIMNEY RO ROOF OVER 5 STOOP GE=CELLAR ENTRANCE ,0 C .i�i-•' 1 ��VI�. .IOB NO. 2012-OI60 =07 g cT�tll�'`� DWG. 2005-0365-2012_0160—fs �s�� S .DOING PERMIT EXAMINER CHECKLIST *Date Submitted: Y--9-e 0, Date Reviewed. 9'�° �p Applicant: Owner: P!,dX4t4a)*-&-j., � Architect/ Estimated Cost: -3?e O SCTM# 1000- � no - - �� Subdivision: Zone: -�O Conforming? M$ Property Address: City: AvL� Pre Cos? /V 57 Building Permits (Open/Expired): BP Alr* -Z/C/o Z- ,Info: BP -Z/C/O Z- ,Info: BP -Z/C/o Z- , Info: BP -Z/C/o Z- ,Info: BP -Z/Go Z- Info: Single& Separate Search Required? Y r N Determination: REQ. Lot Size d ACT. Lot Size: -3 ►�S REQ;Lot Cov. ACT: Lot Cov. 60t REQ. Front ACT.Front s11-REQ Side /S- ACT. Si e 33+ REQ. Rear S`d PROP. Rear $� REQ. Height. 3s ACT. Height ®� i2 st, B SipEs 3 ACT ot'� — P Project�� qscri on: � mow- �'B��B--�r•o�'��� Waterfront? Y o N. If yes, water body: Panel# Flood Zone: Bulkhead/Bluff Distance: ADDITIONAL APPROVALS REQUIRED ` Suffolk County Health 60rN- If yes, *Bed#: 1- *Date: +/ 1'7/ob*Permit#:RtV-6 4 00XI Town Septic YD col If no, certification required: Y or N Received: Y or N By: NYS DEC: PRE-DEC 9/1/75 Y or&)Date: / / Permit#: or NJ Letter- Notes: Southold Trustees: Y or - Date: / / Permit#: or NJ Letter-Notes: Southold ZBA: Y org- Date: —/—/ Permit#: -Notes: . Southold Planning: Y orcj- Date: / / Permit#: -Notes: Town Landmark C of A: Y o(N DTE:. / / *NYS CODE Compliance (page 2): Y or N Note - r Ar- �- Q. v B , r Fee Struct e: Calculation: Foundation: 9 SF 1. b SF)- ( oVM0 SF)= SF X $ d 1�0 =$ ( g �o First Floor: 9- 1 b 1 SF +Initial Fee: $ a-® 0 v 00 Second Floor: 8-0-0 SF +Additional Fee ( ): $ Other: SF 2. ( SF)- (_ SF)-- SF X $ =$ Total: +Initial Fee: $ + Additional Fee ( ): $ TOTAL: $ 19111 0 L 0 NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC DESIGN CRITERIA: .Ground Snow Load:20 . Wind Speed: 120MPH Seismic Design Category:B, . Weathering: Severe -Frost Depth: 36" Termite: M-H" Decay: S-M Design Temp: 11 Ice Shield Underlay:YES Flood Hazards: USE/OCCUPANCY CLASSIFICATION: HEIGHT/FIRE AREA: TYPE OF CONSTRUCTION: DESIGN CRITERIA: ENGINEERED/PRESCRIPTIVE FULL FRAMING DESIGN ELEMENTS: Y/N HEADERS: Y/N WALL STUDS: Y/N GIRDERS: Y/N CEILING JOISTS: Y/N FLOOR JOISTS:Y/N ROOF + E LUMBER SPECIES AND GRADE: YIN 7 9� I�7�S WINDOW AND DOOR SCHEDULE: MISSLE TEST REQUIREMENTS: Y/N -7� ( 9 S EGRESS 5.7 S.F.: Y/N 36 .3o LIGHT 8%: Y/N )3 VENT 4%: Y/N I NAILING/CONSTRUCTION SCHEDULE: YIN MEANS OF EGRESS: Y/N fir-0 PLUMBING RISER DIAGRAM: Y/N I �. LOCATION OF FIRE PROTECTION EQUIPMENT: Y/N.-- TRUSS DESIGN: YIN S 7'� CERTIFICATION: Y/N ENERGY CALCS O/N so 1 1 TOTAL COMPLIENCE? Y/N (RETURN TO PAGE O E) a-I � o0 lY00 TO 7A — � sv i-- 1 0 BUILDING PERMIT EXAMINER CHECKLIST *Date Submitted:2-M106/0%*Date Reviewedj!!S(9&06/0S Applicant: Owner: T�4&Ajrgs,A., rchitect ngineer: "-. c' Estimated Cost: SE) SCTM# 1000- "� - - _Subdivision: ! Zone: Conforming? ^� Property Address: A5qo �Owt i�1P�4� ap. F, City: Pre COs? � Building Permits (Open/Expired): BP -Z/C/ Z- Info: BP -Z/C/o Z- ,Info: BP -Z/C/o Z- ,Info: BP - / / - ,Info: BP -Z/C/o Z- ,Info: Single & Separate Search Require . Y N Determination: �� REQ. Lot Size: k_ A(e-T. Lot Size: Z REQ,-of Cov. 20 CT. Lot Cov. REQ. Front ACT. Front REQ Side j Xj 3 ACT. Side / REQ. Rear_PROP. Re,� REQ. Height. ACT. Height Pr�ecteson: Waterfront? Y or(N_? If yes, water body: / O Panel# Flood Zone: Bulkhead?-Muff Distance. ADDITIONAL APPROVALS REQUIRED Suffolk County Health Y o N - If yes, *Bed#: � *Date:�//&/ 4*Permit#: eW U6-0021 Town Septic�r l - If no, certification required: Y or N Received: Y or N By: NYS DEC: PRE-DEC 9/1/75 Y O"ate: / / Permit#: or NJ Letter-Notes: Southold Trustees: Y Oro.Date: / / Permit#: or NJ Letter-Notes: Southold ZBA: Y orate: / /_ Permit#: -Notes: Southold Planning: Y -ate: `/ / Permit#: -Notes: Town Landmark C of A: Y oo TTE: / / *NYS CODE Compliance (page 2)6)Or N F � Notes• 2 3 << o t I I 'Z r i � Fee StructureZ�L_ Calculation: j v Foundation: l� SF 1. c � � Z SF)- ( G n SF)=�SF X $ • Yo=$ First Floor: I SF + Initial Fee: $ Second Floor; SF + ditiona Fee $ (� Other: SF 2. ( SF)- SF) ���0 SF X $t Total: SF 00, po+ Initial Fce. 1j +Additional Fee $ TOTAL: $ c 0 _0 ,0a GENERAL CONSTRUCTION NOTES GENERAL CONDITIONS OF CONTRACT 1) All dimensions are to rough framing. Do not scale the 1) The General Conditions of this contract shall be the SEC: 50 BLK: 04 LOT: 14 drawings. Use figured dimensions. standard A.I.A. form A-201 latest Edition except as specially modified in these notes. 2) All structural material or assemblies subject to deterioration shall be protected in accordance with 2) The General Contractor and all his subcontractors will generally accepted standards as per the State Code. be held to have examined the General Conditions and ZONE: R-40 ( 1 ACRE) shall be binding�' hs though written in full herein. i 3) All concrete must attain 3000 p.s.i. compressive strength minimum after 28 days. 3) The Architect shall not be responsible for the performance of the general Contractor or any other NORTH 4) All footings to extend down to the undisturbed soil subcontractor, nor shall he guarantee the performance having a minimum bearing capacity of two tons per of their contract. square foot. The bottom of all footings shall be minimum V-O" below existing grade and 3'-0" below GLOSSARY OF ABBREVIATIONS S finish grade. GENERAL REQUIREMENTS 0 U n / ABV. -ABOVE FIG. -FOOTING /�/ 5) All reinforcing bars to be intermediate grade 60 1) All work specified herein shall include material, labor, A.F.F. -ABOVE FINISHED FLOOR GYP. -GYPSUM V deformed bars, all to A.C.I. and A.R.S.I. standards shall be BLRG. -BLOCKING HDAT. -HEAD HEIGHT ) ' � . and installation. All material & workmanship E 429,43� S �1° �56�, 56. S6.48+ p/ 6 Sill anchors in all foundation walls shall be 5 8" O.D.x first quality subject to the Architect's and Owners BTWN. -BETWEEN HDR. -HEADER N 83 50 20 S1' A / approval . The Architect reserves the right to clarify the B.F.C. -BELOW FINISHEDCEILING HORIZ. -HORIZONTAL SD" e 57.31+ �nc,��pgt� ' V 1'-6" at 4'-0" o.c.(max) (unless otherwise noted) 1'-0" work if necessary by additional detailed drawings or 'c ,r M�ivr from ends or corners, 2 anchors (min.) per sill plate. All written description BLW. -BELOW INT. -INTERIOR ! j 5a.75+ " 7° 65 56.76+ sills shall be ACQ (see note 18) and shall be protected BIT. -BITUMINOUS INSUL. -INSULATION ' 1 1 SO ss. by continuous termite shield. 2) Each Contractor shall be responsible for verifying all BRD. -BOARD JNT. -JOINT E w dimensions and measurements in the field and laying BM. -BEAM JSTS. -JOISTS 7) All structural steel to be A36 and conform to A.I.S.C. out all work prior to commencement of work. Any BLDG.FLT.-BUILDING FELT LAV. -LAVATORY 20 N specifications. Shop prime all steel and bolted 00 connections. discrepancies shall be brought to the attention of the CONC. -CONCRETE LDR -LEADER 0 Architect for his consideration and clarification before CLOS. -CLOSET LOC. -LOCATION proceeding with the work. 8) All structural lumber shall conformto State Code CLOG. -CEILING MAX. -MAXIMUM In no case shall such difference constitute the basis Requirements and the following Product use manual for extra charges and compensation. q g C.J. -CEILING JOIST MIN. -1VIINIIVItJM Western Wood Assoc. and Plywood Specs & Grade Guide of CONT. -CONTINUOUS M.L. -MICROLAM M American Plywood Assoc. cU I 3) All grade lines, levels, and benchmarks shall be COL. -COLUMN O.C. -ON CENTER �3. 9) All lumber to meet or exceed the following standards established and maintained by the General Contractor. If DBL. -DOUBLE REINF. -REINFORCING necessary the General Contractor shall retain a licensed . � I of quality. Y DN. -DOWN R.R. -ROOF horizontal framing members to be Douglas Fir - Larch Land Surveyor to stake out the building and verify DIA. -DIAMETER SQ. -SQUARE 0 r.KfTco tablel, construction grade min. Fb. of 1000 p.s.i. E-1.5 required setbacks. I Vertical framing members to be Douglas Fir- Larch DIM. -DIlVIENSION STL. -STEEL standard grade Fb of 550 p.s.i. E=1.4 4 The General Contractor shall EXP. -EXPANSION STOP, -STORAGE �� � g p• ) prepare and file all ON ' Ou building permits and other approvals necessary for the EXT. -EXTERIOR T.O.-TRIMMED OPENING 10) All plywood sheathing shall be exterior grade with performance of his work. All permit fees shall be F.F. -FINISHED FLOOR TYP. -TYPICAL z� me ' waterproof glue in conformance with the American reimbursed to the contractor by the owner. FIN.-GRD.FINISHED GRADE VERT. -VERTICAL Plywood Association's specifications and grading F.J. -FLOOR JOIST W.C. -WATER CLOSET " w 5) All construction shall conform to the latest edition of FNDTN. -FOUNDATION WD. -WOOD v� z2 11) Provide double jacks at each side of vertical the State and Local Building Codes, Zoning Ordinances,zO , W �T openings. Provide double rafters, joists,headers and and Energy Conservation Construction Code. WL. -WALL trimmers at all floor and roof openings. Provide solid o ,L, bridging in floor and ceiling framing at 8'-0"o.c.(max) 6) TEMPORARY FACILITIES: General Contractor shall �� continuous from wall to wall. provide, maintain and pay for all temporary utilities STAIN STOR�M�HApTSR 236 I �D � feR that may, be needed for his work. If the Owner allows URSUANT T N o 0 12) All gypsum board shall be 1/2' unless otherwise the Contractor to use the existing facilities the TH�TIpWN CODE. 1���� :d'ira D �S NOTED - noted. All gypsum board in bathroom shall be water �� Contractor shall reimburse the owner for such use. O I J p ' resistant . Use 1/2' Wonderboard in tub enclosures. DARE. — � B P # 3a-- z Finish all work with tape and 3 coats of spackle. 7) Prior to cothtnencement of work, the general / z �' contractor shall provide to the Architect a complete list r1 ` -3 b a �a gY 13) All windows shall be double glazed with _ I RMAJW5 �„ of all subcontractors that will be employed on the N':?''f'r BUILDING DEPARTMENT AT ' T CM. 3 N weather-stripping and screens. All doors shall have project. This list shall be updated and kept current as NOT PROCEED WITH+1;= 302 8 ANI TO 4 PM FOR THE j I CD compressed weather-stripping and interlocking saddles. construction progresses MING'UNTILSURMC?, BONING INSPECTIONS: +62.16 14) All electrical and mechanical work shall conform to D FOUNDATION LOCATION FOUNDATION-TWO REQUIRED the National Electric Code, and be inspected and 8) The General Contractor and all other contractors , AS DcE1V'APPROVED. FOR POURED CONCRETE 2 o approved by the New York Board of Fire Underwriters or shall coordinate with all adjacent work and cooperate 2. ROUGH-FRAMING,PLUMBING, Electrical Inspectors, Inc. with all other trades as to facilitate progress of work. STRAPPING, ELECTRICAL&CAULKING Each trade shall afford all other trades every reasonable 3. INSULATION 0 15) Provide 110v smoke detectors on each level, inside & opportunity for the installation of their materials. The 4. FINAL-CONSTRUCTION&ELECTRICAL outside of bedrooms as per State Code. General Contractor shall be responsible for the proper MUST BE COMPLETE FOR C.O. coordination of the work. ALL CONSTRUCTION SHALL MEET THE % ZOO So 16) All attic exhaust fans to be installed with means for REQUIREMENTS OF THE CODES OF NEW automatic shut-off in the event of a fire as per State 9) INSURANCE INSURANCE The Owner shall maintain and pay YORK STATE. NOT RESPONSIBLE FOR code. premiums for insurance covering the work of this DESIGN OR CONSTRUCTION ERRORS. 59.28+ contract And the building against all loss, damage by 17) Seven to ten days before you dig, you must call the fire, tornado, theft, or vandalism. He may also wish to i g � N.Y.0 & Long Island One Call Center at 1-800-272-4480 protect himself from his contingent liability for damage COMPLY WITH ALL CODES OF �O �o as per code rule 753. or personal injury including death, which may arise NEW YORK STATE & TOWN CODES 59.56+ from' operation under his contract. AS REQUIRED f� vl 18) Framing Note: (2) 2x6 ACQ pressure treated sill /` The'Contractor shall furnish to the Owner a p plates - use Dbl. Glay. or S.S. nails - separate all "Certificate' of insurance naming the owner additionally _ OLD TOWN ZBA metals, straps and lumber w/ Bldg. Felt insured, worker's compensation and general liability SOUTH W NNiNGBOARD O insurance with $1,000,000 - $8,000,000 limits, minimum. F 0 ��uo SOUTH oWNT +SEES s, ENERGY CODE CALCULATIONS f 10)PROTECTION The contractor shall protect the Owner DEC --� and adjacent properties from injuries and damage. Any �0\�0 DESIGN CRITERIA damage done during construction due to negligence of ��. All construction shall conform to the latest edition of the contractor or his subcontractors shall be corrected OCCUPANCY OR' „ �0 the Energy Conservation Construction Code of New without delay and with no expense to the Owner �., York State dated 2010. USE IS UNLAW0UL 11) The General Contractor shall be held responsible for EXTERIOR DESIGN CONDITIONS-NEW YORK STATE the proper protection and preservation of all trees and WITHOUT C �),FICAtE (Table 302.1) shrubs and landscaping on the owner's property. Winter Design Dry-Bulb Temp. - 13 OF OCCUPA Summer Design Dry-Bulb Temp. 89 12) All temporary enclosures shall be provided whenever ZO�N Coincident Wet-Bulb Temp. - 73 needed to protect the building against entry or theft. Heating Degree Days - 5999 Zone 11B 13) The General Contractor shall be responsible for NO. DATE REVISION BY maintaining the job site in a clean and orderly manner. 51t P�A°��" SUMMARY All construction shall conform to or exceed All debris and rubbish shall be removed from the building as quickly as it accumulates. The Contractor 1 11/7/11 PERMIT SET JL requirements of the Energy Conservation Construction shall provided proper trash receptacles for food and Code of New York State as per Chapter 6 - Simplified ARCHITECT Al INFO fMN WOM 5U1?V�Y 13Y NOWAM W, YOUNG, PA1'Fn OCR' 12, 2005, 5CA F 1 -40' Prescriptive Requirements for Detached One- and other rubbish. The work area shall be kept tidy at all Two-Family Dwellings and Type R-2, R-4 or times. ROBERT G. GAHAGAN R.A. P.C. Townhouse Residential Buildings - and Table 602.1(1) - 14) CLOSE OUT Upon completion of the work the 1t69 FOREST AVENUE SUITE 4 Simplified Prescriptive Building Envelope Thermal General Contractor shall personally inspect the entire Component Criteria Minimum Required Thermal project and make all corrections to defective and LOCUST VALLEY, N.Y. 11560 Performance (U-factor and R-value). damaged work and shall clean and polish all surfaces PHONE (516)759-9393 j j including tile, glass, woodworking, cabinetry, and all Table 602.1(1) F.AX (516)759-2018 Glazing Max. U-factor 45 areas shall be cleaned and ready for the owners Ceiling Min. R-value R-38 occupancy. CODE NOTES Wall Min. R-value R-16 OWNED 15) The Contractor shall provide all written operational Floor Min. R-value R-19 ELECTRICAL 1) All construction shall conform to the residential code of New York State. Basement Wall Min. R-value R-9 instructions and warrantees for all equipment installed INSPECTION REQUIRED Slab PerimeterMin. R-value & Depth R-6, 2FT. under contract The mechanical systems shall be explained and a list provided of all contacts and hone Crawl S ace Wall Min. R-value R 17 i P p numbers all name and phone number of all the MR. & MRS. MONTICCIOLIO i 2010 RESIDENTIAL CODE OF NEW YORK STATE NOTES: mechanical trades in case of emergency. 590 SOUNDVIEW AVE. EXT. BUILDING PLANNING REFERENCE STANDARDS: Exterior walls, ceilings, opaque doors, floors, basement 16 RELEASE OF LIENS: Before final payment will be walls, slab-on-grade floors, crawl space walls, approved the Contractor shall submit to the Architect a SOUTHOLD, NYPL UMBER CERTIFI R301.2(5) Ground Snow Load- 20 psf. masonry veneer, protection, caulking, sealants and . CATIUN gasketing shall comform to Section 602 - Building notarized affidavit stating that all indebtedness ONLE4DCONTwwamw R301.2.1.1(1) Wood frame construction shall conform to American Forest and Envelope - of the Energy Conservation Construction connected with the work for which the owner might in PROJECT IFICATE0F0CCUPANCY Paper Association (AF&PA) wood frame construction manual for one- and two-family Code of New York State. any way be responsible, have been paid in full and /or dwellings (WFCM) and shall be nailed or fastened in accordance with R602.3(1) otherwise' satisfied. GARAGE SOLDER USED IN WATER I fastener schedule for structural members. Heating and air-conditioning equipment and appliances DRAWING TITLE j shall comform to Section 603 - Mechanical Systems - 18) If so Erequired by Owner, the Contractor shall provide EXCEED 21i0 OF i °LEAD. R301.2(4) Wind Load-110mph of the Energy Conservation Construction Code of New additional affidavits signed and notarized by all R301.2.2.1 Seismic Catagory- C York State. subcontractors stating that they and their suppliers SITE PLAN i have been paid in full and have no claim against the R301.2(3) Weathering- Severe Water-heating equipment and appliances shall owner in any way. Frost Line Depth- 3 Feet comform to Section 604 - Service Water Heating - of j SEAL SCALE: PROd. START DATE the Energy Conservation Construction Code of New �� ED.wt ,��� ZONING ANALY515 C lOUIMl;N1'S) ZONING ANALY515 '�XI51', ZONING ANALY515 't't?Op, R301.2(6) Termite Protection- Moderate/ Heavy York State. �c�s �� G. Gq���,;,;fi AS NOTED BUILDING DEPARTMENT INSPECTIONS o . �{ 0,A R301.2(7) Decay- Slight/ Moderate CERTIFICATION DRWN BY n JOB# 1) 0f M\ A 1?'�l'0 34,172 5,F, N/C These drawings and specifications have been prepared ` ' CHKD BY Rcc E �; i I R302. Location on lot- all exterior walls are greater by me and to the best of my knowledge, information The Contractor is responsible for contacting the Building 1'Y 10' N/A I0,1 than the fire seperation distance of 3 feet. 7) 5IM YM? 511IDACK ACC�550. and belief meet with the requirements of the Energy Department for all required inspections and site visits. cIP DRAWING NO. f Conservation Construction Code of New York State. PLUMBING '9 ° 3 05 R303. Light Ventilaton & Heating- Required percentage of floor area for habital space- I 8) MAX I. 1GN1"ACCF55M 18 N/A 17 8% Light, 4% Ventillation. HVAC system shall be capable of producing .35 Air Change per Hour. ALL.PLUMBING WASTE — 1 9) MAX FLOOP, M, A ACC�55OFY 750 5F N/A 605 5,F, Robert G. Gahagan, R.A., P.C. TESTING LING BEFORREE COVERING , 1 j RING R301.2.1.1(1) All new Wood frame construction shall conform to American Forest and Paper Association (AF&PA) wood frame construction manual for one— and two—family dwellings (WFCM) and shall be nailed or fastened in accordance with R602.3(1) fastener schedule I for structural members. I I I FIM. MAMING NOS; a I C 2) 2 X 4 ACQ Pw 55Upr- VMP 5IU. PLM5 -U5� 12M. GAIN, Op 5,5, N&5-- 5WApM Al W1'AI.5, 5TW5 & I. MP, W/ PUT 6. FM MNC�ENCLO%K ABV• 6X6 P05f CHANGING AK'IiA o FU: OUf517c SI P 6X6 P05T5 IX6 STAG6EM17 aPAP PLANK FPNa A I - 7 \Z 3" CONC,SLAB W/66/1010 WWM I I I 6"CONC.SLAB W/6611010 WWM I 8" CONC,FNMN,WALL �° o o ON BACK-FLLN2 ANI7 WCHANICALLY ON BACK-HUP ANP MECHANICALLY ( ,� COMPACTED 5AN17'ANf7 GRAVEL COMPACTED 5AN19 ANI7 GRAVEL 22"W X I#"N CONE.CONC.�1G• b 5t0�AG� W/ (2) 5 13AP5(TV.),3'-011 , MIN,BLW.11N.GP17.-I fG•TO EXTENDIS\ I%"XIIya' M.L.0%1D BM- q i N I I I ( N fO UNDI5T 50L W/ MIN.2 N - - - - - - - - -[Mt9 - TON BEAP.ING CAPAC11Y. j g Ic- W . I � n � zo R.R. 2X6 t�, I6"O.C• P I6"OG. - O UN�0�t7 t;AC3V• , N I "6' 1-0' 6-6' CEDAR SHINGLE 5119ING(MATCH E45T.MTOSIlt?E) I NEW GAPAGE AKON ON 15 LB•mm.ELf,y2' EXf,c4m.PLYWD. I 2X4 WALL 5TLV5 @I6" O.C. 'TYPE X' GYP M.(WALLS&OILING ACT) D j N � I FOUNPATION PLAN FOR PLAN i SCALE:I/4" - I'-0" 2 5CAI.E:1/4" - I'-0" i 1900p & WINbOW 5CHNU NO. DATE REVISION BY TAG OrY. MANP. 5A5H(W X H) MOM!, # MMAPK5 r GAM,M, WALLCON5T,(NSW&EX15TJ GI i CLOPAY 9-01I'X-'-0" 1 11/7/11 PERMIT SET JL CG21/CI721 TOP 11 COAGI.IMAN COI-LC110N SGLID tOP CK055 BIaLK CEDAV 5HIN61,E 5119IN6(MATCH D15f.EXPO%K) ARCHITECT ON 15 LB•BLDI?5•ELf,y2'E)(T. im.PLY1M7, GZ i Q OPAY 9'-0"X�'-O" C6211CV21 TOP 11 COACHMANCOLLMN5OI.IDTOPCP055BI.1CK 2X4 WALL 51U195 @I6" O.C. ROBERT G. GAHAGAN R.A. P.C. 'Tl1'E X' GYP C3f37•(WALLS&CEILING ACT) (2) 2 X 4 CCA 51LL PLA95 � 169 FOREST AVENUE SUITE 4 6"CONC.SLAB W/6x6/1010 WWM ZX BLOCKING FASTENED TO SILL W/ 2 ! 5 -° -8 LOCUST VALLEY, N.Y. 11560 ON BACK-FILLED AND MECHMIICALLY� COPPEt;FLASHING 3 I <2> 2'-6"X6'-8" COMPACTl D5MI17ANDGPAVEL PHONE (516)759-9393 5/8" PIA.X 16" "L" BOLT ANCHOR @ A ► ANMP50N 2'-6"Xa'-O" wnH 1642 PM HWG(WfO\ft ROM HOU50 FAX (516)7 5 9—2 018 C1133 -O 0/C& I -0 MAX.PI:OM COW MIN.(2) PEI;PLAt. B 1 ANMP50M 2'-0ye'X2'-0y t 5; 6" 9005��SA21 AWMNGWWGW OWNER rrrcH p"mrk Foor g "Wzaw MR. & MRS. MONTICCIOLO I" BIf,EXP.J01Nt 590 SOUNDVIEW AVE. EXT. 8" CONC.1=NM,WALL SOUTHOLD, NY 11971 11�E-N-17I?I WAT I TC OOPING 5Y5TEM(TV.) OP/�pPPOD PROJECT (GARAGE ! z DRAWING TITLE 2 X 4 KEYWAY(CON0 PLANS 22"W X 12"H CONf.CONC EfG. a W/ (2) #5 13At?5(TV.),V-0" e MIN.BLW.FIN.QV.-rf6.fO FXTEN17 SEAL SCALE: PROJ. START DATE f0 UNDlSTI IZBED 50L W/ MIN.2 DC 1/4" = 1'-0" DRABG. START DATE 22- TON BEAP.ING CAPACITY, 2 DRWN BY JL JOB# A VPIC& FOUNPAWN 12 f& * CHKD BY RGG N DRAWING N0. A-1.1 SCALE:y2' s 11-011 �q 02soob OQ� A- 1 . 1 i CONf.R1196�WNf NFW POOP NEW 5HINar5 fO MAXH M51MNa ON I M12CA,FLf,ON 5V 8" X.6PP.PLY W.&IFLA51­11% A5 MR MANLF 5P�C'5,(CaOR&51Y1.�13Y iOMrR) L ICE&WATI?5HFU9 @ EAW5 V-0" MIN, FROM R91T(fyp)&VA'L�Y5(fyp) IL C) %MR I Nolo5a 6X6 P05T — JQI --- - -------- !L IX6 5fACaIT19 09M PLANK ffNa L L Ti II t IL < 1 11 . Ll �LTr7 IL 17-61' 24'-0" —2 2'-0' MOW �MION 5112� � VAION 5c&�:1/4" l'--o" 5c&f;:1/4" V-0" CONf.P112a WNf 1%4" X IIY4" M,I­-R.13M- 2XI 0 RE @ 16 11 0/C NSW 5HIN6LE5 TO MAfCH M51MNCE ON 15# fU96-FLf.ON 5/8" W.6W.PLY VVV.&FLA51-11% A5 MR MAN[f 51`W5.(CO[,R&51n PY OWNER) 2X8 Pomp Plt9ci� 2X6 190MP MSP5 @ 16 11 0/C PLYN0012 FLOM 2XI 0 C.J.@ 16" 0/C W1 fE5 @ AWRY MR WAR 51`IlNal�5119IN6(MAfGl U5f,UP05LE) ON 15 W.MR5.VY? W.6PP.MM, 2X4 WALL 5111t75 @16" O.C. X' OM ff.(WU5&OILING&f) 7s\ N0. DATE L REVISION BY Ly �lajul"YL�)Hy 4L_TA 1 11/7/11 PERMIT SET JL ARCHITECT 24 ROBERT G. GAHAGAN R.A. P.C. 169 FOREST AVENUE SUITE 4 LOCUST VALLEY, N.Y. 11560 PHONE (516)759-9393 P\M ��FVMON FAX (516)759-2018 5CALF: 1/4 = P-0" OWNER cr\055 5�CIION MR. & MRS. MONTICCIOLO 5CU:1/4" - 1'-0" 590 SOUNDVIEW AVE. EXT. SOUTHOLD, NY 11971 PROJECT GARAGE DRANVING TITLE ELEVS , SECTION SEAL QED SCALE: PROJ. START DATE Pt G G 1/4" = l'-O' DRA11G. START DATE . ILI DRWN BY JL JOB# CHKD BY RGG DRAWING NO. A- 2 . 1 GENERAL NOTES These notes are provided to ensure proper installation of Simpson Strong—Tie? Company, Inc. products and must be followed fully. ° 0 Simpson Strong—Tie Co., Inc. reserves the right to change specifications, designs, and models ° o 0 without notice or liability for such changes. ° ° Steel used for each Simpson product is individually selected based on the product's steel mo specifications, inclucing strength, thickness, formability, finish, and weldability. Contact factory for 00 steel information on specific products. f;lt7 Unless otherwise noted, dimensions are in inches, loads are in pounds. 00 Unless otherwise noted, welds, screws, bolts and nails may not be combined to achieve highest load value. 8d (0.131 "x2 1 /2"), 110d (0.148"x3"), and 16d (0.162"x3 1/2") specify common nails that meet the requirements of ASTM F1667. When a shorter nail is specified, it will be noted (for example 8dx1 1/2). Refer to Simpson's Nailing Guide, NDS (National Design Specification) and Simpson Strong—Tie -- RSP4 ASTM F1667 (American Society of Testing and Materials) for more nail info. Do Not Overload. Do not exceed catalog allowable loads, which would jeopardize the connection. Unless otherwise noted, allowable loads are for Douglas Fir—Larch under continuously dry conditions. Allowable loads for other species or conditions must be adjusted according to the code. In many cases, Simpson code reports will indicate loads derived from Doug Fir header material only. However under ICC—ES AC13, loads for Douglas Fir are the some as LVL, LSL, PSL, Glulam's and Southern Pine, since the specific gravity of these wood species fall within the specific gravity range of the AC13 criteria. The section from the AC13 criteria indicating the range of specific gravity HIP reads as follows: 3.2.3 The species of lumber used shall have a specific gravity of 0.49 or greater, such as Douglas LVI3/13 Mar CONWMIZ5MIZE5TMrING) Fir, but not greater than 0.55 as determined in accordance with the NDS. This chart shows O 1701.�31.�fOp PI.AS fO5TIV- O specific gravity for the different wood species as listed by NDS. �OO� T�t?fO�InG� Species Fc I Specific Gravity Douglas Fir—Larch (DFL) 625 psi 0.50 Southern Pine (SP) 565 psi 0.55 Spruce—Pine—Fir (SPF) 425 psi 0.42 Hem Fir 405 psi 0.43 Glulam 560 psi 0.50 LVL (DF/SP) 750 psi 0.50 TimberStrand? (LSL) (E=1 .3xl06) 680 psi 0.50 T��fOt;If7G� A TimberStrand? (LSL) (E>1 .5x106) 880 psi 0.50 �_Y Parallam? (PSL) 750 psi 0.5000 I ° 0 For face—mount hangers and straiight straps, use 0.86 of table loads for Spruce—Pine—Fir. ° ° Simpson Strong—Tie Co., Inc. will manufacture non—catalog products provided prior approval is b01�31-�fOt'pI.AT�fO5TU1� B ° ° o ° o obtained and an engineering drawing is included with the order. Steel specified on the drawings as A-3.1 1 8", 3 16", and 1 4" will be 11 gouge 0.120" 7 go 0.179" and 3 gauge 0.239" ° ° o respectively. The minimum yield and tensile strengths are 33 ksi and 52 ksi, respectively. 0 0 °0 All references to bolts or machine bolts (MBs) are for structural quality through bolts (not lag MRfo POW for rl AS C o 0 screws or carriage bolts) equal to or better than ASTM Standard A307, Grade A. RFB is A307, A-31 00°00 Grade C; SSTB is ASTM A36. Unless otherwise noted, bending steel in the field may cause fractures at the bend line. Fractured Simpson Strong—Tie -- H5 steel will not carry load and must. be replaced. A fastener that splits the wood will not take the design load. Evaluate splits to determine if the WLMtpfOPMfOrMATe D connection will perform as required. Dry wood may split more easily and should be evaluated as Simpson Strong—Tie -- LGT2 required. If wood tends to split, consider pre—boring holes with diameters not exceeding .75 of the nail diameter (2001 NDS 11 .1 .5.3)1. Wood shrinks and expands as it loses and gains moisture, particularly perpendicular to its grain. 19OLV EM9PfOPOLV1.FfOrPLAIT Take wood shrinkage into account when designing and installing connections. Simpson manufactures f`(I'WALLOTTNINCAHIM E MrTPOl.Mf0FMM O b01MfOrMASfO[90U3LF5T1U17 DO products to fit common dry lumber dimensions. If you need a connector with dimensions other - I than those listed in this catalog, '.Simpson may be able to vary connector dimensions; contact the factory. The effects of wood shrinkage are increased in multiple lumber connections, such as floor—tofloor installations. This ma)y result in the vertical rod nuts becoming loose, requiring post—installation tightening. (Refer to the TUD) MMNCAFLAT F Top flange hangers may cause unievenness. Possible remedies should be evaluated by a professional and include using a face mount Manger, and routering the beam or cutting the subfloor to A-3.1 fop accommodate the top flange thickness. p�A Built—up lumber (multiple members) must be fastened together to act as one unit to resist the i applied load (excluding the connector fasteners). This must be determined by the designer/engineer E%MAI�f0�N1�TN G of record. A-3. Some model configurations may d•iffer from those shown in this catalog. Contact factory for details. 1301.E Hanger Options -- some combinations of hanger options are not available. t7+AM�T�p In some cases, combinations of these options may not be installable. Horizontal loads induced by Hnt;, f6 3" + sloped joists must be resisted by other members in the structural system. A qualified designer must always evaluate each connection, including carried and carrying member limitations, before specifying the product. Fill all fastener holes with fastener types specified in the tables, unless otherwise noted. Hanger configurations, height, and fastener schedules may vary from the tables --I depending on joist size, skew and slope. See the allowable table load for the non—modified hanger, and adjust as indicated. Gauge mlay vary from that specified depending on the manufacturing process used. U and W hangers normally have single stirrups; occasionally, the seat may be Simpson Strong—Tie welded. B, GLT, HGLT, HW, LBV, W and WNP hangers for sloped seat installations are assumed backed. To order a custom non—backed hanger, contact the factory. LSTA 21 Simpson Strong—Tie -- LBPS 1/2 Simpson will calculate the net heicght for a sloped seat. The customer must provide the H1 joist height before slope. Truss plates shown are not manufactured by Simpson. Do not weld products listed in this catalog unless this publication specifically identifies a product as acceptable for welding, or unless specific approval for welding is provided in writing by Simpson. Some steels have poor weldability and a tendency to crack when welded. Cracked steel will not carry load and must be replaced. See Simpson's Hanger Options Matrix and Hanger Option General NO. DATE REVISION BY Notes for hangers that may be welded. 1 11/7/11 PERMIT SET JL TW.WALL OMNINC,WAMIQ COftC110N O MXING PLAt FO ARCHITECT ROBERT G. GAHAGAN R.A. P.C. 169 FOREST AVENUE SUITE 4 LOCUST VALLEY, N.Y. 11560 PHONE (516)759-9393 FAX (516)759-2018 L5TA 18 1/2" ANCHR Paf OWNER 1,I3p51/2 MR. & MRS. MONTICCIOLO 590 SOUNDVIEW AVE. EXT. 51LL SOUTHOLD, NY 11971 FLAt PROJECT NOTE:Pdts to be 39" O.C. GARAGE MINIMUM '. a . to from toners&h5 " " DRAWING TITLE �M13�171vIpNf ° a ° ac, in Interior DETAILS Simpson Strong—Tie tl ANCHOR BOLT & WASHER SEAL 'OV&D AAp SCALE: PRoa. START DATE G. y/J, 1/4" _ "—D" DRAAG. START DATE DRWN BY 1L JOB# CHKD BY RGG 023005 y0 DRAWING N0. OF N � 51LL PLATS f0 FNM GO A— 3 ' 1