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HomeMy WebLinkAbout37310-Z :rte Town of Southold Annex yr1F�t 6/30/2014 P.O.Box 1179 54375 Main Road Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 36996 Date: 6/30/2014 THIS CERTIFIES that the building RESIDENTIAL ADDITION Location of Property: 120 E Richmond Rd, Southold, SCTM#: 473889 Sec/Block/Lot: 135.-3-14 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 6/12/2012 pursuant to which Building Permit No. 37310 dated 6/20/2012 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: SUNROOM DECK ADDITION AND FRONT ENTRY TO A SINGLE FAMILY DWELLING AS APPLIED FOR The certificate is issued to Isil,Nicholas&Isil,Virginia (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 37310 06-23-2014 PLUMBERS CERTIFICATION DATED A e ignatu e TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE 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#: 37310 Date: 6/20/2012 Permission is hereby granted to: Isil, Nicholas & Isil, Virginia 3810 Gulf of Mexico Dr Long Boat Key, FL 34228 To: construct a sunroom, deck addition &front entry as applied for At premises located at: 120 E Richmond Rd, Southold SCTM # 473889 Sec/Block/Lot# 135.-3-14 Pursuant to application dated 6/12/2012 and approved by the Building Inspector. To expire on 12/20/2013. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $403.20 CO -ADDITION TO DWELLING $50.00 Total: $453.20 Building Inspector Form No.6 TOWN OF SOUTHOLD 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. / New Construction: Old or Pre-existing Building: _ (check one) Location of Property: 1490 I2-4('IL yk4_0 J I`� SCSJ-� lzt House No. Street Hamlet Owner or Owners of Property: 1 Suffolk County Tax Map No 1000, Section I�j Block Lot Subdivision 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: $ Applica6t Si a e SOUryQI 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road cn Fax(631)765-9502 P.O.Box 1179 G �Q roger.riche rt(C)town.Southold.ny.us Southold,NY 11971-0959 �QIyCOU�'�,�a BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Nicholas&Virginia Isil Address: 120 Richmond Rd East City: Southold St: NY Zip: 111971 Building Permit#: 37310 Section: 1355 Block: 3 Lot: 14 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: C-Cat CO License No: 953-me SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor Hot Tub Addition X Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 8 Ceiling Fixtures 4 HID Fixtures Service 3 ph Hot Water GFCI Recpt 2 Wall Fixtures 2 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixture Time Clocks Disconnect Switches 4 Twist Lock Exit Fixtures TVSS Other Equipment: Notes: Inspector Signature: Date: June 23 2014 81-Cert Electrical Compliance Form.xls f�f TOWN OF SOUTROLD BUILDING DEPT. 765.1802 NSPECTION [ FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE 8 CHIMNEY [ ] FIRE SAFETY INSPECTION I l Flne nESIsralr cONsrnuCnon [ ] FIRE nESIsrarrt PENETRATION C I ELECTRICAL (ROUGH) I 1 ELECTRICAL (FINAL) REMARKS:- DAT EMARKS:DATE � � INSPECTOR � TOWN OF SOUTMOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION iST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION I ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE &CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE eesis'rAnr CONSucnoN I 1 FIRE nESIsrntrr roNEtrtsnoN fxEFECTRICAL(ROUGH) I l ELECTRICAL(FINAL) REMARKS: DATE INSPECTOR pfr SOco- //Tyo • TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] R H PLEIG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) e--- REMARKS: DATE INSPECTOR 373 /per TOWN OF SOUTiIOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH G. [ ] FOUNDATION 2ND [ ] IN LATION [ J FRAMING/STRAPPING [ FINAL [ J FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ J FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: .2 z f 17 DATE �� J INSPECTOR '� Q � �o�y�OF SO(/jyolo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] IN ATION [ ] FRAMING /STRAPPING [ INAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: co DATE- -INSPECTOR IM M 1 13 MOT, • • I I: 1 WA ROUGH •PLU- I: 1 NG INSULATION PER N.Y. STATE ENERGY . I ISI a►' . -. ���l��I�1�/,.� _ �, ._,� f fi! //.P ir1W' -A AA - FROM ADDITIONAL CO 1 1. TS ���r Lam' � ��'G' � .% .�r�i � •. am d 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 Survey SoutholdTown.NorthFork.net PERMIT NO. 3 73/a Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Examined — khi='20_-1 Storm-Water Assessment Form Contact: Approved 20 /;L Mail to: Disapproved a/c Phone:_ Expirati � _ i C� g FUN � Building Inspector 2012 Il vl PLICATION FOR BUILDING PERMIT Date 20 , 20 INSTRUCTIONS a. This 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 or name,if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect,engineer, general contractor,electrician,plumber or builder hEs���r Name of owner of premises 1(*6 1a.ey '4 Vl✓JlnLk- I (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 whici proposed work will be done: I House Number Street Hamlet `'ounty Tax Map No. 1000 Section��� Block 3 Lot 'division Filed Map No. Lot 2. State existing use and occupancy of premises and mtende use and occupancy of proposed construction: a. Existing use and occupancy S I 6G1 Q- 1[AA Y IPS I de;-G2� b. Intended use and occupancW J-e'ik- J N,' 0 SO( r00 0EA 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 existi%structures, if any: Front 3� LLd-d- Rear 3(�� a`' Depth $ 3 ti Height 15 -0 Number of Stories l Dimensions of same structure with alterations or additio s: Front 30a 'Rbgd a2 -1 e Depth �-1�'— �" Height 1 �'-ON — Number of Stories^ 8. Dimensions of entire new construction: Front Rear c90'- 10 h Depth �-' -0 H Height ( !4 '-:1" Number of Stories_ 9. Size of lot: Front loot oof Rear ( DO r Depth 1'50 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 NOV 13. Will lot be re-graded?YES NO Will excess fill be removed from premises?YES NO-k 14.Names of Owner of premises SIL Address 8 Phone No. Name of Architect [2.z a 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. STATE OF NEW YORK) SS: COUNTY OF ) oom" 1>w4a being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing ontract)above named, CONNIE D. BUNCH SI Notary Po. lic,State of OI U6185050w York (S)He is the ��X _ —__No. Contractor,Agent,Corporat fficer,etc. in County ( ) Commission Expires April 14,2 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. Sworn to before me this 24-VI day of LAM 20 k3- l Notary Public i of Appl cant p��OF�Uj'f'D Town Hall Annex Telephone(681)765-1802 54375 Main Road610 765- P.O.Boz 1179 MQer.dche .s0 .nV.uS Southold,NY 11971-09599 s BUILDING DEPARTMIM TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Date: Company Name: Name: - - - -- -- ox 2 hAallituck NY 13950 License No.: Address: Q u 60y, 2 : Phone No.: 2 g - 'ay'-►3 C 3 JOBSITE INFORMATION: (*Indicates required information) *Name: Q; c do !> *Address: IZ-p *Cross Street: *Phone No.: C: q ti (o$S- q�\C� Permit No.: Tax Map District: 1000 Section: Block: _ Lot: /. *BRIEF DESCRIPTION OF WORK(Please Print Clearly) (Please Circle All That apply) *Is job ready for inspection: YES NO Rough In Final *Do you need a Temp Certificate: YES/F Temp Infonmadon(if needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: 3MMtAMLICATION 82-Request for hopec uan Form BLDG. DEPT. TOWN OF SOUL HOLD Town of Southold - Chapter 236 - Stormwater Management SWPPP - Storm Water Pollution Prevention Plan Assessment Form GENERAL INFORMATION: (All Requested Information is Required for a Complete Application) iJCAttt ro pF oLnrao uaApllnq. o»� A"1,70 tgVV Add.: T mFax rebphamM Fax& 6P 6 E- E-tbY: deo .G Prot,.rq, +rA,rti nc� Bald Description of Conso4y nctron AcW ,Proposed Strnctmal BIM Sort SJMT.M.a teOQ 1 mon BWN Psuject Scope MW"sequence of Capon Actinly rea 1 5 aO J eL Nrwe of Cerdraelsr andlorParame Resporrdble for bWbmu�talloe d SWPPP: Addr : 00. a _ �o ? _ aa_sv�roafSb�_l,Zh Tabphar Faxtk __^_'_._' ( 1•e,,e -_. ---------- E-Mai: C�1 _------^_-_-------_�-----------_-_ Name of P.rsons nseponsitbb for bebiedaa&Mpfrtbwrna of f2raelew CaiAtW Pradlaa: -------------------------------------------- -------------------------------------------- Addrem- • Fax rk -------------------------------------------- E-100: TOM Pmjedpareeb: Total sndbrcrouedDbb.tsnc« So _---_---_------------------------- ----------- ProJeetDwatton: End -------------..__--_---_..__..-____-__----_---- VftVftW4FCdWdUVft4 1: VVINthis Project Dkturbe*9(5)orMan Acres ed ® A"One TkmeDuring the Propo�sedDeveloprnent? � 110' -------------------------------------------- EVES:Plans AnswwdwFaNawW -------------.-------„--__------_-,-_-_------_ a. Does the A4p41cant have a Qualified Inspector On Q Q Staff To Conduct the Required Uspedlons? Yes No b. Does the SWPPP Indicate How Frequently the Site Q = ust um NAMES ar des-b il,n of allPoludi ty rmpaeted INh%dx d es andtor Welaada: Inspections will Occur and for What Period of Time? Yes No c. Does the SWPPP Adequately Identify AN Temporary 0 r--J ---------------------------------------------•-.._- ardMrPermanent Sol SfatmazallonMeasures? Yes No --------------------------------------._-.-._.--_---- d_ Does the sWPPPAdequately Identify aComplete Q 0 - - --- _._._._._.__._.._._._.__.----__._-_-._-___------ Project Phasing Plan? Yes No Suess of rnpacud Wat.raoay:(p.Tri»..eo(d)Usbd.Impekwl-) e. Does the SWPPP Indicate Additional Site Spedfic E] r__I Practices that Will be Utilized to Protect Water Quality? Yes No L Has the Applicant Submitted a Completed DEC Notice Typ.of MpdMd wwaway:(0i.t•akk Creek Sm.Pad.Sawn,Fm*&vbrwerWd_) Of Intent and SWPPP Anne Form for Review by the Town of Southold? Yes No MIT OF NEW YORK, Notary COUNTY OF...........................................SS No.01 BU6185050 oualified in Suffolk County _ �_8. E p�'That I.................. . ....B%Rft ...............being duly sworn,deposes and sa l is�ie app ncPermit,And that he/she is� ......... .................... Q. ........... t �: calcar eicj» .................................................. Owner and/or representative of the 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 filedth. Sworn to before me this; 11 .1. . ...... .............day ofE ..........-----..................,20. NotaryPublic: .....:^..::o............... .......................... .......................... ............. .. .............. .. ....... ( ar SWPPP Assessment FORM: 03-12 T �✓5 � cl -✓ A-1 d 5/14/2014 XFIN ITY Connect XFINITY Connect nisil@comcast.net +Font Size- TOWN OF SOUTHOLD WEB INQUIRY From :Phillip Betz <Phillip.Bekz@town.southold.ny.us> Mon, May 12, 2014 02:43 PM Subject :TOWN OF SOUTHOLD WEB INQUIRY To : Nicholas Isil (nisil@comcast.net) <nisil@comcast.net> See comments below from the Building Dept. regarding your request: Just have Mr. Isil send us a letter stating that due to health reasons he is delayed with getting the shutters done for his Building Permit#37310. As soon as possible, he should contact us when the shutters have been done. Gary said okay for C/O on August 13, 2013, pending re-inspection for the shutters. Phillip Beltz Special Projects Coordinator l MAY 2 0 2014 Town of Southold Town Hall, 53095 Route 25 Bti,r r EPT. P.O. Box 1179 Southold, NY 11971-0959 #631-765-5806 r cfn� �l� �o� � . f%JYµ s �•c Gl.o/-o—� ��/ y .L� GD.''•z d� cS'.�-P -f.�rs 0 CV '-//�C-4 ..�tOi�Y1/✓7 4 ✓' � /�.O S� CIU h v �.-P-t -t'Lc /�-P�. '� http:/MRb.mail.comcastnet/h/prinbnessage?id=774963&Ani=1 ��Q ��G���r C �L LO ti IF '71 546°41'30"W 100.00' C) N H 0 O JU Z p cn Q LD z U' EXISTING J w N STRUCTURE o o _ LU E Ln > o `° o C2 � O DO 0 z N O z O NEW DRYWELL Q 34'-G" O z Q - 2a-1 a' 2 I'-4 I l2" WoLSITE PLAN N=W� DECK SUNROOM SCALE: 3" = I '-O" J 2 O SCTM: 1000- 135-3- 14 LD�/ o O ADDITION tt� Information taken from W - ! N — survey prepared by ! Leonard J. Strandberg and Associates, > Consulting Engineers t Land Surveyors, P.C. cz Freeport, New York dated August 19, 1999 ~~ � PROPERTY AREAS: EXISTING HOUSE Existing lot area: 14,93 1 sq.ft. Houses * decks (existing): 15G I sq.ft Existing lot coverage: 10.4% U z � Proposed new additions: 273 sq.ft FLOOR A EA = Pro osecl decks: 235 sq.ft ADDITIO p BUIL NG ENVELOPE W z Total Area (exist t new): 2069 sq.ft. 35. 0" r� m TOTAL LOT COVERAGE: 13.8% cn 6'-O" Q NEW ENTRY DECK RUNOFF CALCULATIONS: Roof area = 325 sq. } x . I G7 x 7.5 = 407 gallons REQUIRED - (2) 4'-0" 0 X 2'-0" RINGS o - z U z - or - Approved Equal o _ o 0 LO N cV N - = o1 - QD - w m N m (S) N o m m >10 W m m Q 0 z OF NEI,V DE4 'Q Z ,fx "fI PAGE: NORTH ROAD ��'©� Ss,o � 51te, 151L RE51DENCE .fi t O m N U F- - Q O~ O Lu Lu Q z O z ;E w Lum 111E N _ G65 G65 w EXISTING 6 s 0 D O zN � O BACK ELEVATION SCALE: 4" = I ,-o,, z O Q O z w EXI TIN V J Liffm G55 FW150 EXISTING 11 LLILLU-L TW2B46 TW2846 ULWUL iLL - 11 11 11 11 11151U z � C U APPROVED AS NOTED W z EAST SIDE ELEVATION6 _ �q.rt �-B P. #�Z�La � SCALE: 41� = 1 '-0" a UIOAN e¢� FEE. '2,_BY R z NOTIFY BUILDING UE aRIMENT AT USE I UNLAU1iF U '765-1802 8 AM TO 4 PM FOR THE z O �OLLOWING INSPECTIONSp - $,�; z FOUNDATION-TWO REQUIRED �r�ITHOU� C E @ � "��� �� Q FOR POURED CONCRETEr, z o t ROUGH-FRAMING,PLUMBING, " �� 0 STRAPPING, ELECTRICAL&CAULKING 3. INSULATION 11_I 4. FINAL-CONSTRUCTION&ELECTRICAL Q MUST BE COMPLETE FOR C.O. -I ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW OF N,pW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR COTRUCTION ERRORS. RETAIN STORM WATER RUNOFF fT1 rri,• ,, � PURSUANT ;" ,�4 CHAPTER 236 w PAGE: OF THE TOWN CODE. ELECTRICAL NSPECTION REQUIRED H O O LU icy w Q C9 z z LU UQ � c� cn C)l I m 1 ] 11 1111 111111 illill IIIL _ w Room FW150 EXISTING LLLLLLDEXISTING 0 LLLULLLH 9N0 Ocn0 LL z O FRONT ELEVATION SCALE: z LU ry LULLM U aLLLLJI iWULIJ z � F�CISTING F�CISTING � � � LL L W z ILLILLU "EXISTING G55 G55 m Q U O } Q U z z z a U WEST S 1 D E ELEVATION LU 0 SCALE: Q F 4" E R yob r w N�Oo 7`2 p` PAGE: 2 z C) N IL W — 0 Z n OQ L9 Z Z O 20'-10" o WLu 3'-I I.I12" 6'-5 1/2" •6'-5 112" 3'-I-I 112" J Q U }- n cn n m PA GG5 GG5 GG5 = ILS I N m LnI NEW 2"X 8" R.R. m m @ I G" O.G. I �' DECK 5" OARDS of EXPOSED COLIARTIES „ X Gu DECK B I N 4 ( FNM50G8 I N W -13 N I u� O ca Dowty O ENCLOSED SUNROOM N 0 -1�3 I UNHEA� i > O o U E in I sEoN AI o O O SECTION I A ~ ' 2- 2"X 8" C.T. O z o 0 POST RIDGE WITHIN m 0 z N 0 m l O I WALL; CARRY TO FTG. m U O BELOW EXISTING —F i EXISTING —MATCH NEW FASCIA z FWYIGOG8 z SOFFIT WITH EXISTING Q \ ENTRY z � O O /o" EXOTGq� TI�II�GTURESE F BEDROOM O�F� TR<REMAIN Z Q w EXISTING 6 O BEDROOM W EXISTING z z WALL LEGEND: W u� WALL TO REMAINone 3- 1 1 g' LVL HEADER, FLUSH \`� - - WALL TO BE REMOVED — cLosEr TO CEILING, UPSET INTO ATTIC ----- ---� BATH --- -- EXISTING NEW CONSTRUCTION HEADER NOTES: USE SIMPSON NU SERIES 2"X 4"STUD FRAME, I G"O.C.; PROVIDE 2- 2"X 10" HEADERS POST HSAIDER CONNECTOR TO CEILING O R 13 INSULATION, 2'SHEATHING ABOVE ALL WINDOWS * DOORS ` JOISTS @ FLUSH HEADER ON EXTERIOR* BEADBOARD WITHIN SUNROOM; ALL OTHERS MATERIAL ON FINISH SIDE TO BE 2- 2"X 8" HEADERS. MATCH NEW WINDOWS TO EXISTING 1 i z 2"X 4" STUD FRAME HEADER HEIGHTS D AS EXTERIOR- R-15 INSULATION D Li W/ I LAYER 2' PLYWOOD ROOF NOTES: IL/ O SHEATHING TO MATCH CONSTRUCTION • 8' CDX PLYWOOD SHEATHING OVER u7 z GREAT ROOMOF EXISTING EXTERIOR WALLS; RAFTERS WITH 15# FELT, ICE Q NDED WEATHER SHIELD @ PERIMETERS U z EXPAPROVIDE I LAYER 2 GYPSUM BOARD N v ON INTERIOR5IDE VALLEYS; ARCH ITECT U RAL ASPHALT z 0 Z ROOF SHINGLE TO MATCH EXISTING. — I- m 2"X 4" STUD FRAME • TYPICAL BOTH LAYOVERS- �q N \ KITCHEN W AS INTERIOR- I LAYER L" GYPSUM BOLT TO EXISTING RAFTERS W/8' LAG z2 BOLTS WASHERS Ln' _____�______ EXISTING BOARD ON EACH SIDE Wu r N J m N F"50Gb V J � DOWN 3'_O" O } m DECK 4'X G" DECK BOARDS z U z Q EXISTING EXISTING Z Q Vs W C) OF NEyV DE yO FLOOK PLANo ..,. SCALE: 4' = I'-O"SCALE: La PAGE: A 72 t� �OFESS � 3 Z 6'-4 1/2" N W 4" 0 O G'-1" 20'-11 1/2" O N z Lf) Q tv z 4.. OUTLINE OF SUNROOM ABOVE; P �. LL- PROVIDE I"X 10" RIM BOARD 1O`I" CONTINUOUSLY AROUND SKIRT II Ilop[ o TO GRADE L w IQ 1p cn Q �� 4"X 4" P05T ON 10"50NOTUBE III I� 2"X 8"ACQ LEDGER, I I I W/ POURED CONCRETE FOOTING x Q BOLTED Ci >z > q 2'-0"X 2'-0"X 12"d. N 0 un J Q p (TYPICAL ALL NEW FOOTINGS) 4 II LIN NEW 2"X 8"ACQ D.J. I m v ° @ IG O.C. p x OZF?,- U�ATION o _ 1'-1 1/2 II II N 19 INS 0 0 I w _ VAPOR BARRJO� N @ II II , z � 4Op I > O m p W SECTION 9'-4 1/2" SECTION 2- 2"X 10" ACQ GIRDER; A w E LD A —TYPICAL ALL AREAS m , z O DOS Q � O EXISTING STRUCTURE z TO REMAIN W cz J 0 z_ I 4'-9 1/2" Q 3- 2"X 6" kCQ GI ERAg 0 n = x cV oC NEW CMU BLOCK PIER5 ON v z R-19 INSULATION x O N 2'-0"X 2'-0"X 1'-0"CONCRETE _ FOOTING (TYPICAL ALL NEW) N >1 lu 3- 2 X 6 GQ GI ER C9 VI � z R/ , o - W z N - 211:X G" CQ GI ER �–j m ozj <9 N (� ON 4'-9 I/ 8 I 1 Lu Q D zU z x iu EXISTING z z N ILI 6.O BILCO o (V U' O V J � NEW CONSTRUCTION � W C) OF NEty DF v rr FOOT[NG f KAME PLAN PAGE: 7 OA r 2 ,L P SCALE: 4 "-O 2, , 4 NAILING SCHEDULE 2001 515C HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL (n W JOINT DESCRIPTION NAIL QUALITY NAIL SPACING O z ROOF FRAMING 2"X 10" RIDGE; Z RAFTERTO TOP PLATE TOE NAILED 8'-0"WALL:3-8d PER RAFTER PROVIDE C520 I O'-O"WALL:4-8d PER RAFT ERQ ARCHITECTURAL ASPHALT ROOF CONNECTORS (TYP.) � CEILING J015T TO TOP PLATE TOE NAILED 8'-0"WALL:3-8d PERJOIST oC 10'-O"WALL:4-8d PERJOI5T SHINGLE MATCH ~ CEILING J015T TO PARALLEL RAFTER FACE NAILED SEE TABLE 3.7 EACH LAP 15# FELT OVER 8° CDX R-19 INSULATION it VENTED N CEILING J015T LAPS OVER PARTITIONS FACE NAILED SEE TABLE 3.7 EACH LAP PLYWOOD W/ ICE*WEATHER Z LU COLLAR TIE TO RAFTER FACE NAILED SEE TABLE 3.4 PER TIE SHIELD @ PERIMETERS VALIEY` "00. BAFFLES BETWEEN RAFTER5 Q O O BLOCKING TO RAFTER TOE NAILED 2-8d EACH END z RIM BOARD TO RAFTER END NAILED 2-16d EACH END �a��@ 2' DRYWALL ON CEILING ' 5 2-2' C.B.THRU 51MP50N H(5 �y C.T. * R.R. (TYPICAL Q z WALL FRAMING CONNECTOR 2 _ BOTH ENDS) TOP PLATE TO TOP PLATE FACE NAILED 2-1 Gd " PER FOOT FASCIA WITH 2- 2"X b" C.T. EXPOSED TOP PLATES AT INTERSECTIONS FACE NAILED 4-1 Gd JOINTS-EACH SIDE VENTED SOFFIT Z STUD TO STUD FACE NAILED 2-1 Gd 24"O/C Lu HEADEKTO HEADER FACE NAILED I Gd I G"O/C ALONG EDGES TOP OR BOTTOM PLATE TO STUD END NAILED 2-1 Gd PER 2X4 STUD 2- 2"X 10" HEADER; ~ 3-1 Gd PER, STUD PROVIDE SIMPSON C520 4-I Gd PER 2X8 STUD v STRAPPING ABOVE ALL NEW BOTTOM PLATE TO FLOOR JOIST, WINDOWS * EXTERIOR DOORS 0 BANDJOIST,END JOIST,OR BLOCKING FACE NAILED 2-1 Gd PER FOOT 2"X 4" STUD WALL @ FLOOR FRAMING I G" O.C. W/ R-13 INSULATION, J015T TO SILL,TOP PLATE,OR GIRDER TOE NAILED 4-8d PERJOIST BEADBOARD FINISH ON INTERIOR BRIDGING TO JOIST TOE NAILED 2-8d EACH END 4" PL OR; BLOCKING TO JOIST TOE NAILED 2-8d EACH END �z' GDX PLYWD. SHEATHING FINISH MATERIAL TO BEW m BLOCKING TO SILL ORTOP PLATE TOE NAILED 3-1 Gd EACH BLOCK W/'TYVEII' HOUSE WRAP; LEDGERSTRJPTO BEAM FACE NAILED 3-1 Gd EACH J015T SIDING TO MATCH HOUSE SELECTED R-19 INSU TION 4"X G" DECK QARDS 2 M JOIST ON LEDGER TO BEAM TOE NAILED 3-8d PERJO157 2"X 8" F.J. 16"O.C. 2"X 8" ACQ D.J. 16"O.C. BAND JOIST TO JOIST END NAILED 3-1 Gd PER JOIST 4"X 4" POST BOLTED 2- 2"X 1 0"ACQ GIRDER PROV. H2.5AZ " " > m BAND JOIST TO SILL OR TOP PLATE TOE NAILED 2-1 Gd PER FOOT THRU GIRDER PROV. H 2.5AZ 2- 2 X 8 ACID GIRDER CONNECTOR BOLTED THRU POST +�r E Ln � vim ROOF SHEATHING 5IMP50N PB „ „ „ `-6 p[ s0 STRUCTURAL PANELS PB SERIES CONNECTOR ° 4 X 4 AGQ POSTS ON I O o 4'PERIMETER EDGE ZONE- I G"O/C-G"AT PANEL EDGES m CONNECTOR(TYP) SONOTUBE W/POURED �_ � p � 8d AND AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD 10"SONOTUBE W/POURED CONCRETE FOOTING z —INTERIOR,ZONE- I G"O/C-G"AT PANEL EDGES AND 12"AT CONCRETE FOOTING 8d INTERMEDIATE SUPPORTS IN THE PANEL FIELD (TYPJ_ ICAL X L AL X 1 OTIN FOR ROOF SHEATHING WITHIN 4'-0"OF THE PERIMETER EDGE OF THE ROOF,INCLUDING 4'-0"ON EACH SIDE OF THE ROOF PEAK,THE 4'-0"PERIMETER 2'-0"X 2'-0"X I'-0"d• (TYPICAL ALL FOOTINGS) EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED. (TYPICAL ALL FOOTINGS) CEILING SHEATHING GYPSUM WALLBOARD 5d COOLERS 7"EDGE/ 10"FIELD Z WALL SHEATHING O STRUCTURAL PANELS 8d 4'EDGE ZONE- I G"O/C-G"AT PANEL EDGES AND 1211 AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD 8d IV— INTERIORZONE- I G"O/C-G"AT PANEL EDGES AND 12"AT RAFTER Q INTERMEDIATE SUPPORTS IN THE PANEL FIELD NOTCHED RAFTER ' RIDGE RAFTER > FIBERBOARD PANELS 7/1 G" Gd 3"EDGE/G"FIELD RIDGE 46 0 25/32" 8d 3"EDGE/G"FIELD TOP PLATE TOP PLATE _-0 GYPSUM WALLBOARD 5d COOLERS 7"EDGE/ 1011 FIELDWALL z 8d 4'EDGE ZONE- I G"O/C-G"AT PANEL EDGES AND 12"AT STUD WALL STUD _�No1 1 , HARDBOARD INTERMEDIATE SUPPORTS IN THE PANEL FIELD W 8d INTERIORZONE- I G"O/C-G"AT PANEL EDGES AND 12"AT TYPICAL RIDGE TO RAFTEKSTRAPPING TYPICAL RIDGE BEAM TO RAFTER STRAPPING TYPICAL RAFTER TO WALL STUD CONNECTION ALTERNATIVE RAFTER TO WALL STUD CONNECTION INTERMEDIATE SUPPORTS IN THE PANEL FIELD FLOOR SHEATHING STRUCTURAL PANELS- I"OR LE55 8d 0 EDGE/ 12' FIELD 2ND.FLOOR WALL STUD KING STUDS ` Nailing requirements are based on Wall sheathing nailed G Inches O.C.at the panel edge. If wall sheathing Is nailed 3 inches O.C.at the panel edge to obtain higher shear capacities,nailing requirements for structural members shall be doubled,or alternate connectors,such as shear plates,shall be used to maintain the WOOD JOIST WOOD JOIST 2ND.FLS CRIPPLE STUD BFLOOK load path. RIM BOARD HEADER BLOCKING JOIST HANGER ` When Wall sheathing Is continuous over connected members,the tabulated number of nails shall be permitted to be reduced to I-I Gd nail per foot. GIRDER/HEADER IST.FLOOR TOP PLATES JACK STUDS ` Corrosion resistant I I 6jacje roofing nails and I G 6jacje staples are permittecl,check IBC for additional requirements. WOOD GIRDER WOOD JOIST I ST FLOOR WALL STUD TYPICAL HEADER CONNECTION DESIGN LOAD CALCULATIONS J015T FRAMING OVER WOOD GIRDER JOIST FRAMING FLUSH WITH GIRDER/HEADER TYPICAL MULTI-STORY CONNECTIONS MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS(Ibsf) EXTERIOR BALCONIES GO DECKS 40 METAL HOLD- ATTICS WITHOUT STORAGE 30 GENERAL WIND PROTECTION CONNECTION NOTES WALL STUD DDWN STRAP U BOTTOM PLATE ATTICS WITH STORAGE 4o Adapted from Standard for Hurricane Resistant Residential Construction; SSTD SUB FLOOR 38- ILS SINKER z WALL STUD DOUBLE JOIST NAILS AS PER 3-2"X4"WD STUD ROOMS(OTHERTHAN SLEEPING ROOMS) 4o I 0-99 and 2001 SBC High Wind Edition Wood Frame Construction BOTTOM PLATE ST.FLOOR WALL STUD �2"CORNERTYP. I� MANUFACTURER BATHTUB SLEEPING ROOMS 30 Fasteners and Connectors for Wood Frame Construction DOUBLE JOIST IST.FLOOR PLATE ,a«+ 2"x4"SILL PLATE SUBFLOOR _ V I . A continuous load path between footings, foundations walls, floors, studs and RM BOARD DBL.KIM SIL LAT CRITERIA FOR CALCULATION OF DEAD LOAD DOUBLE JOIST FOR NON-BEARING WALLS DBL. KEBAP IN z ACTUAL WEIGHTS OF MATERIALS REFERENCED TO A.I.A. roof framing Shall be prOVlded. DouBLESILLPATE W — ARCHITECTURAL GRAPHIC STANDARDS ANcroRBOLr 12"LEN EBARIN , DOUBLE JOIST FOR UNDER A BATHTUB FOUNDATION WALL SHEAR CONE-MIN. � 12"LENGTH J m 2. Approved connectors, anchors and other fastening devices not included in PROVIDE 1/2-SPACING 30"MIN. FOUNDATION SNOW the Standard Building Code, Table 2306. I shall be installed In accordance with BETWEEN OTHERHE END STUD REBAR LENGTH WALL TYP. Q AND THE 2 OTHER STUDS I/2"MIN. ((1 � GROUND SNOW LOAD 45 lbs. FOR ALLOW NG CONNECT CORNER STUD FROM CORNER ��JJ JJ manufacturers recommendations. SILL GASKET HOLDDOWN INSTALLATION TO TRANSFER SHEAR I ST.FLOOR TO FOUNDATION CONNECTIONS `}— t FASTEN WITH(2)16d SEISMIC TERMITE SHIELD COMMON NAILS @ 6"O.C. METAL HOLD-DOWN/UPLIFT ANCHOR V O O 3. Metal plates, connectors, screws, bolts, and nails exposed directly to the DBL.SILL PLATES DESIGN CATEGORY e weather or subject to salt corrosion in costal areas, Shall be stainless Steel or (TO OVERLAP J01 NTS) SIDEWALL ENDWALL z U WIND hot dipped galvanizedSHEAR WALL CORNER CONNECTION . FOUNDATION WIND RESISTANT CONSTRUCTION CONNECTORS z z o WIND SPEED 120 mph 4. Where windows and doors interrupt wood structural panel sheathing and EXPOSURE CATEGORY B SILL PLATES TO FOUNDATION ANCHORING CONNECTION LOCATION: PART NUMBER: NOTES: ____ 0 siding, framing anchors or connectors shall be provided at the top and bottom of cripple Studs, header studs, and at least one stud at each side of opening. RIDGE-TO-RAFTERS CS20 @ 2 1" APPLY TO EACH PAIR OF RAFTERS o TABLE 8301 .6 CONSTRUCTION DETAILS�WIND LOAD PATH CONNECTION DETAILS RAR-TO-WALL H7 APPLY TO EACH RAFTER W ALLOWABLE DEFLECTION OF STRUCTURAL MEMEBERS 5. Ridge straps shall be attached to each pair of opposing rafters except where H RAFTER collar ties of I xG or 2x4 lumber is located in upper third of attic space and NOT TO SCALE RAFTER-TO-PLATE H8 or H2.5 STRUCTURAL MEMBER ALLOWABLE DEFLECTION at to each parr of rafters. 0 STUD F N Rafters haven slopes neater U150 atG. Uplift connectors shall be provided at each rafter bearing. CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA PLATE-TO-WALL STUD C520 @ 18" � than 3/1 2 with no finished cell) 2ND. FLOOR WALL-TO-I ST. FLOOR WALL LFTA or C520 @ 3G" C TLID attached to rafters „ WEATHERING SEVERE Interior walls k partitions H/I 80 7. Floor to floor hold-downs to be provided every 48, and every 1 G within 4 FROST LINE DEPTH 3'-O" HEADER-TO-JACK STUD C520 @ 1 2" '– Ar' �JfC UD of exterior corners. ' Floors t-plastered ceilings L/3G0 TERMITE MODERATE TO HEAVY CRIPPLE STUD-TO-HEADER H3 PL RIP L" TUD All other structural memebers U240SHEAR WALL HOLDDOWN ANCHOR SSTD I G I END PAGE: 8. Sill Plate to Foundation Anchorage: SIII plate shall be anchored to the DECAY SLIGHT TO MODERATE �' Exterior walls with plaster or H/3G0 foundation with anchor bolts haven a min. bolt diameter of 5/8" and 3"x 3"x ILL PLATE stucco finish g WINTER DESIGN TEMP. ! I IST. FLOOR-UNDER-SILL PLATE CS20 Exterior wails-wind loads with U240 1/8" washers. A minimum of one anchor bolt shall be provided within G to 12 (U TLE WASHERS) ICE SHIELD UNDER- AS PER MANUFACTURER'S brittle finishes in of each end of each plate. Anchor bolts shall have a minimum embedment USE THE FOLLOWING OR APPROVED SIMPSON METAL CONNECTORS FOR PROPER WIND RESISTANT ONSTRUCTION. Exterior walls-wind loads with UI 20 of 7 inches in concrete/masonry foundations. Anchor bolts shall be located LAYMENT REQUIRED SPECIFICATIONS/STATE CODE FOLLOW MANUFACTURES RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLI LOAD CAPACITY. within 12 Inches of corners and at spacing not exceeding 4 feet on center. FLOOD HAZARDS flexible finishes -94G'4 1'30"W 100.00' Lu N p[ F- 0 O Z N cS� Q L9 Z EXISTING z N STRUCTURE Q Lu U Q � C oLo m Lo — w N � F %P E Ln 0 z� 0 ? oo ("1 00 z NEW DRYWELL O 341-01 > O SITE PLAN 20'-,O" 21'-4 1/2"— NEW /2"NEW DECK Lu SCALE: 32" SUNROOM SCTM: 1000- 135-3- 14 o ADDITION J Information taken from Ln q N survey prepared by {W— Leonard J. Strandberg and Associates, Consulting Engineers $ Land Surveyors, P.C. Freeport, New York `` ! dated August 19, 1999 i PROPERTY AREAS: Existing lot area: 14,93 15q.ft. EXISTING HOUSE Houses * decks (existing): 15G 1 scl.ft Existing lot coverage: 10.4% U Proposed new additions: 273 5q.ft FLOOR A EA = z Proposed decks: 235 scl.ft ADDITIO -' --------------------- V oy Total Area (exist $ new): 2069 sq.ft. _ ' 1 BUIL NG ENVELOPE W z TOTAL LOT COVERAGE: 13.8% 35'-O" , G'-0" ---� m RUNOFF CALCULATIONS: NEW ENTRY DECK Koof area = sci. � z o x . I G7 x 7.5 = 407 gallons U O REQUIRED - (2) 4'-0" 0 X 2'-0" RINGS o }U � - or - Approved Ecpal o N o LnLn O z Lu In V O m m m m (j) cn W 0 I) SOF N✓ (�,Y z `D F . DEO � p 2 vti� ti� PAGE: NORTH ROADR°FFssio':-y 51tC