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HomeMy WebLinkAbout41369-Z 5FF6Town of Southold 7/11/2018 P.O.Box 1179 rh 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 39761 Date: 7/11/2018 THIS CERTIFIES that the building RESIDENTIAL ADDITION Location of Property: 645 Jackson St,New Suffolk SCTM#: 473889 Sec/Block/Lot: 117.-9-5.2 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 2/8/2017 pursuant to which Building Permit No. 41369 dated 2/15/2017 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: SCREENED PORCH ADDITION TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR The certificate is issued to Jacobs,Jennifer&Gates,Clayton of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 41369 0417-2018 PLUMBERS CERTIFICATION DATED V�-- 00 tho d Signature gu��t,r•~ TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE �� • 4 SOUTHOLD, NY a 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#: 41369 Date: 2/15/2017 Permission is hereby granted to: Jacobs, Jennifer 426 5th St Brooklyn, NY 11215 To: construct addition and alterations to existing single-family dwelling as applied for. At premises located at: 645 Jackson St, New Suffolk SCTM # 473889 Sec/Block/Lot# 117.-9-5.2 Pursuant to application dated 2/8/2017 and approved by the Building Inspector. To expire on 8/17/2018. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $304.80 CO -ADDITION TO DWELLING $50.00 Total: $354.80 Bui ag.4Rs15ector Form No-6 TOWN OF"Z0t1"1'It01_D Bl"ILDING DLPARTMENT TON'VN HALL 765-1302 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 os-new use: Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval fiom Health Dept.of-water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fite Undentiriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of I%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-conforining 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 t. 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. 0A I New Construction: Old or Pre-existing Building: i( (check one) r Location of Property: 6A'n 0 A-a-1. ��. N House No. Street Hamlet Owner or Owners of Property: O�QYLN,I r r C06cs _ 4 -L 61A 4J-1 S _ Suffolk County Tax Map No 1000,Section (-4 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-S V Apl� leant Signature pF SO(�j�®� - Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 ® roger.richert(ab-town.southoId.ny.us Southold,NY 11971-0959 Q l�COUNTY,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Jacobs Address: 645 Jackson Street city,New Suffolk st: New York zip: 11956 Building Permit#: 41369 Section: 117 Block: 9 Lot: 5.2 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Noel Gaines License No: 1054-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 6 Ceiling Fixtures 1 HID Fixtures Service 3 ph Hot Water 1-30A GFCI Recpt 1 Wall Fixtures 2 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 4 CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixture Time Clocks Disconnect Switches $ Twist Lock Exit Fixtures TVSS Other Equipment: "Screen Porch" Notes: 2- Paddle Fans, Radiation Floor Heat. Inspector Signature: Q -�� Date: April 17, 2018 0-Cert Electrical Compliance Form.xls so TOWN OF SOUTHOLD BUILDING. DEPT. 766-1802 INSPECTION [V FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: ft*Ad 41/11 b�✓ Te vl � 1 M✓ i'' (8tiS DATE �� INSPECTOR �� OF SOpI coum,�c� TOWN OF SOUTHOLD BUILDING DEPT. 765-'18®2 INSPECTION ( FOUNDATION 1ST [ ] ROUGH PLEIG. ( ] OUNDATION 2ND [ ] INSULATION FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ( ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) RT ARKS: 6VwAI,Km DATE INSPECTOR pF so ole o tm TOWN"OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] UGH PLEIG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FIN L) REMARKS: l� S1II DATE INSPECTOR �o��pF SOUT�olo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION - FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ] ELECTRICAL (FINAL). REMARKS: Cl � DATE �` INSPECTORF474 so TOWN OF SOUTHOLD BUILDING DEPT. °`ycourm N�' 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH P_L13G. [ ] FOUNDATION 2ND [ ] I ULATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY_INSPECTION_= [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE Lb INSPECTOR - SEEM I �►IOW 1 ► •L� A,• PAZ 0: FM INOLATION PBA N.Y. STATE RNERC;Y • / --..r.._ w •o dam, s 1 • r� 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. Check Septic Form N.Y.S D.E.C. Trustees C.O.Application Flood Permit Examined '20 Single&Separate Storm-Water Assessment Form Contact: Approved ,20 Mail to: (` Disapproved a/c grrzpn Phone: 724 (P !105 Expiration ,20 D 8 2017 Buildin I pe or DUILDINGDEMLICATION FOR BUILDING PERMIT TOWN OF SOUTHOLD 20 lv Date , 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 IS 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. `_5�u (Signature of applicant or name,if a corporation) 2 '�4�d tckoqw2. Al Y (Mailing address of applica t) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder ��fe-A Name of owner of premises a1XLi � (QQ6& k , C�t2 S (As on the tax roll or latest ed) 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: 6451 ���/� VV►` 5 1 ` Y•a .'t•3 P`J��r,�il`j 'a g"el~Jr li� � y� �l� House Number Street , . „,-,�� �{t- `` r �, , ,t )ia ket•• %r 4r'.J1 � —3..i '. 0;*;ii ".'1.x ,'.1 t�2 J-f e S a _ County Tax Map No. 1000 Section ; tt'?44::,1f6 '°'} ""*� (� Lot .Itsr...k.; ' —+.f., .s�,l ���:, s. ,:•ry.L i1'' ,,:i: f��ift.,. r 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 �1 l ��e. - VVLI I f�((2S�G�QUICI'i b. Intended use and occupancy a 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 oll e, Number of dwelling units on each floor If garage, number of cars 0OU,— C.xi,-,fi 1Ar1 6. If business, commercial or mixed occupancy, specify nature and extent of each type�ogf use. NJA j 7. Dimensions of existingstructures, if an Front I Il Rear k L M ' I Il y: 4- _ Depth -30 -C� Height I A I-10 " Number of Stories E)14 F, Dimensions of same structure with alterations or additions: Front Rear 4 Depth 13,2 I—� 1i Height 1.3 IU II Number of Stories oyle, 8. Dimensions of entire new construction: Front Rear C:. `.;, �;'1"im'�':,z Height Number of�y Stories 9. Size of lot: Front 17,3-7 Rear 1 •'D1 /--( ' Depth l Q q q O 10. Date of Purchase Name of Former Owner A,n 11. Zone or use district in which premises are situated y— 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 V NO 14.Names of Owner of premises act—V6aie5 Address Drool Phone No.-9 -7 13115-10 Name of ArchitectlRaVL Address Phone No � �`,te Name of Contractor Nod 6—wiyle'S Address l cm N.y Phone No. 143, j 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO Y * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BF 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 J * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) i ToSa VK a 1.5 being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, N (S)He is the Ayaju f-CCit (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. Sworn to before me this f ' `, "LAUREN M MCKISSICK � day of h xS��I.9,e ' `20'1 0 PUBLIC-STATE OF NEIN Y0R ��� No. MCMM otary ub is OUaliffed in SUffolk County Sig tore of Applicant My Commission Expires May 23, 2020 Scott A. Russell ��°5u � S`"]F01kMWA\T]E][k. 19UPERVISOR MA\1NA,G1EM IEN F SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES 'THIS PROJECT INVOLVE Alii' ®1F THE FOLLOWING: Yes No (CHECIC ALL THAT APPLY) � ❑ff A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. E:][:]/B. Excavation,or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑EYC. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑dla Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑E]/E. Site preparation within the one-hundred-year f loodplain as depicted on FIRM Map of any watercourse. ❑[9/F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP!- Complete the Applicant section below,with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project: >}C If you answered YES to one,or more of the above,please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT (Property Owner Design Professional, gent,Contractor,Other) S.C.T.M. °`: 1000 Date Distract NAME Tn SGYi .&18 L r me Section Bloc Lot G�g'01 ****FOR-BUILDING,DEPARTTMEENT USE ONLY*** Cohtact,Information (Telephone Numbed Reviewed By: C�rAp 'Property Address/Location of Construction Work: _,� ���Ci�r �� �. proved for processing Building Permit.(` K tormwater Management Control Plan Not Required. - �L�y ��° 1 • Stormwater Management Control Plan is'Required ® (Forward to Engineering Department for Review.) FORM # SMCP-TOS MAY,2014 Su1"Fal�� BUILDING DEPARTMENT- Electrical Inspector �O �G TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 oSouthold, New York 11971-0959 • 1p� Telephone (631) 765-1802 - FAX (631) 765-9502 roger.richertCa)town.southold.ny.us APP ICATION FOR ELECTRICAL INSPECTION -----REQUESTED-BY-.---- Company EQUESTED-BY.---Company Name: /dti tl Name: /2/h r License No.: �� email: Address: 2__e57/4-- Phone No.: JOB SITE INFORMATION: (All Information e,uired) Name: ✓ t�l?/� 7-/ -� �� Address: Gl J G �j-^ Cross Street: J-tAl 1i �iU Phone No.: Bldg.Permit#: email: Tax Map District: 1000 Section: J/ ' Block: Lot: ,� f BRIEF DESCRIPTION OF WORK (Please Print Clearly) Circle Ail That-Apply:* rZe'-pu Is job ready for inspection?: YES / NO Rough In Final Do you need a Temp Certificate?: YES / NO Issued On Temp Information: (All information required) Service Size 1 Ph 3 Ph Size: A # Meters Old Meter# New Service - Fire Reconnect- Flood Reconnect- Service Reconnected - Underground - Overhead # Underg';round Laterals 1 2 H Frame Pole Work done on Service? Y N Ai 201 PAYMENT DUE WITH APPLICATION BU. �� t?-,c. TOWN OF soumOLD Request for Inspection FormAs A LOCATION MAP SITE DATA TOP OF FINAL GRADE NN G SCTM # 1000-117-09-5.2 CAST IRON FRAME AND COVER TO a I ul GRADE (AS REQUIRED) 0 Y RCHARD S PROPERTY: 645 JACKSON ST. 0 SLAB SEE PLANS FOR KOUROS RD O ADDRESS NEW SUFFOLK, NY 11956 LOrATIONs) ( u. 000 OWNER: JENNIFER JACOBS & CLAYTON GATES � N 426 FIFTH ST., BROOKLYN, NY 11215 W Izz. / r N N uj Z y Q Z s .� N SITE: 12, 760 sf = 0.29 acre oG r OnIn NEW SUFFOLK AVE Immob, ZONING: R-40 W n 0 45" HIGH x q6" DIA DRAINAGE BA51N SITE SURVEYOR: STANLEY J. ISAKSEN, JR. JACKS N ST PO BOX 294 ..1 NEW SUFFOLK, NY 11956 Lu j ® ® ® ® ® ® ® ® ® , LICENSE # 49273 LL, D'mm " DATED 3/7/08 ^ O LL BACKFILL MATERIAL TO BE CLEAN �'; ' D✓ GRE�Cl`PEC, C B/�Y. uj �/ /� EXISTING SITE COVERAGE: 1577 sf= 12.4/0 � ® ® ® ® ® ® ® ® ® � SAND AND GRAVEL �/"% /�;,';� ;,, �� �/i '�; ! ," '/,,,�; �OL ML Um W ® ® ® ® ® ® ® ® ® PROPOSED SITE COVERAGE: 1860 sf= 14.6% F= Z ALLOWABLE SITE COVERAGE: 20% CLT:rcTP.AL ' I",'"CCTID"' �`noulr;-. n — W GROUND_NA7ER-=------------------------------------------------------------------------------ ` W PERMANENT STORM WATER RUNOFF CONTROL MEASURE APPRO TD AS11OTB F- I I DATE: B.P.# ' LLJZ &NO TORM DRAINAGE RING TYPICAL j I FEE: � BY: 0 SCALE NOTIFY BUILDING DEPARTM AT I 765-1802 8 AM TO 4 PM FOR THE 0 FOLLOWING INSPECTIONS: 0 I I 1. FOUNDATION - TWO REQUIRED N/F HRAZONEK I FOR POURED CONCRETE Q 2. ROUGH - FRAMING & PLUMBING N/F AVENr g, INSULATION J 4. FINAL - CONSTRUCTION MUST 3 75.40,2p'e BE COMPLETE FOR C.O. � ' ALL CONSTRUCTION SHALL MEET THE DRAINAGE CALCULATIONS FOR AREA OF NEW PORCH ROOF I REQUIREMENTS OF THE CODES OF NEW CN YORI< STATE. NOT RESPONSIBLE FOR s, I DESIGN OR CONSTRUCTION ERRORS. DRY WELL. AREA x RAINFALL x RUNOFF FACTOR N/F SPEI0EL Fp � � 100.�1� SERVICED BY SCWA (DW) 260 SF x (2/12 FT.) X 1 .0 = 45 CIU. FT. COMPLY WITH ALL CODES OF EXISTING ONE STcORY k ,,4^h.,;r,f, _;;.. NEW YORK STATE & TOWN CODES ,.:? r Y>..;`•N{ •„r `.�, n y`:::,:::,: •..'' {' o �— AS REQUIRED AND CONDITIONS OF ad Z USE . I 8 DIAMETER X 4- HIGH POOL. - - {; K�'1';,:;tiS{=i t:ir;`r':;;;:^•1',r t�..F.,:r;l:Y,•:::'.'{.. '..'.:^{i... . - c }j �f (IL [���Q� co <- a ' • M :a'r;.,pr ✓{,.. cy... ..�''.Sy f:,. ^;{� .v„ .','.••.:;. {..';','.'•'. .'., ._ -�J��\1� Vt/ I V '�W.TtY7F-'FFW--,. O1 X 4STORM DRAB I N R I NG = I C 8 GU. FT. PROPOSED SCREEN `'j'^` n.5^r 1 ,,{,. cTM r>h•�k:;r,z' . . .v:;;. .,•,.,..,r.5. � di�Fl+FliitG'!IIYYI � EJ � �• p Y PORCH IN GONFO�RMING . 1 . .... : : .. .:::;tr^ `v:.;.:Y: �:'. ;..f : a o PROM DED REOU I RED s{ -: :. :t: r,.l:: :: .; ..; �..• ;;,.•` ai.Y sCG�— cMo '�'...;; M� d. LOCATION - '° w —'' z W 160 CU FT. > �4-S CU FT. = a Z � • � W U to C) NEW UNDERGROUND DR1'WELL ,' TEMPORA\R"r STORM 1NATER W. a N o a FOR STORMWATER RUNOFF ; RUNOFF BARRIER DETAIL 2 OCCUPANCY OP a �,• r FROM NEW PORCH ROOF r WJ USE IS UN`_k, ,!! -I^ 11_ . SOIL STOOK PILE AREA � y N WITHOUT Q 'I I IFICATE A�LLOWA�BLE BLDG. P i j/ '- N/F CEWCI O LMNG TRUST o f OCC !. y ��Y I -- WIRE f=ENCE W/ FILTER CLOTH ENVELOP PER ZC,�N I NG SERVICED SCWA �J NEW STEPPING STONE RETP,I^11 S T10q, rl �Iv',,TER P1 I.! FILTER CLOTH MIN. 6 II - ------ Ir;.,-L 2 VERIFY LOCATION OF j i WA�LKWA�Y OF �CODE.icrs �,�6 P�� ), BELOY�I GRADE ,� ,, / � OF ��w C. S� o { EX 1 STING SAWN I TA\R`r SYSTEM �,, �G� AND A<VO I D DAVM GE //00 STSG I NG AS REAND PROPOSED A,' = SURFACE z CONCRETE WASHOUT AREA IDRA I NAGE DURING CONSTRUCTION FLOY� PROTECT EXISTING MAPLE0701, " '264:°° ;;,3.39,00 / / TREE $ ROOTS FROM DAMAGE \ s 10 PROJECT NO: \ o / CONCRETE WASH-OUT AREA 1608 PITTER METER In / 1 (Nor acrIM DRAWN BY: TS (6 d UTILITY POLES ( (n CHECKED BY: EXISTING- ASPHALT DRIVEWA ' ' DATE: 2/6/17 TEMPORARY STORM WATER RUNOFF CONTROL MEASURE N STS TO REMAIN ���• SCALE: EROSION & SEDIMENT CONTROL DETAILS 1�� = 20'-0•� ASWA SHEET TITLE: NO SCALE 'L 7 Tows— o F. SITE PLAN E L SCALE: 1 ” = 20'-0" SHEET NO.: BID & PERMIT SET WIND-BORNE DEBRIS PROTECTION FOR OPENINGS HOT 3 STRUCTURAL REVIEW E31' STEVE MARESCA, PE PH 5-SECOND WIND 6U5T5 188-0'7 WEST MONTAUK H 16HWA`r, HAMPTON BA-T'S, NY 110146 FOR WDLL OP�NI NG PROT�GTI ON 0�120 M -•� p, �j., MAXIMUM MEAN ROOD HE I CHT: 5��) 51MPSON LSTA - 20 GAGE PHONE 65 I 1 2CJ �4CJ0 RIDGE STRAP - ALL ROOF RAFTERS USE/OCCUPANCY ° 2 x 6 TIE ® EACH RAFTER IN VIEW OF STRAP. CLASSIFICATION DESIGN CRITERIA: r SINGLE r=AM I LY RF-51 DF-NT I AL L � � � ICE SHIELD UNDERLAYMENT SHUTTER ASSEMBLY I \ REQUIRED - :24" FROM E06E DESIGN IN ACCORDANCE WITH AMERICAN N.T.S. a' ° FOREST PRODUCTS WOOD FRAMEUJI FOR PANEL SPANS: 0 < 4'0 WIDE SPAN I CONSTRUCTION MANUAL FOR I + 2 FAMILY HOUSE w 23/32" (3/4") APA SPAN-RATED 48/24 SHEATHING GRADE PLYWOOD I � HEIGHT PRESCRIPTIVE METHOD O (OVERLAP AROUND OPENINGS 4") I ` HURRICANE CLIP USE ALTERNATE POSITION OF 35-0 >. (OVERLAP MAX I MUM A55EMBLY: I-' I I SIMPSON H3 GROUND SNOW LOAD - 45 PSF. FIRST LEVEL 40 P5F. L.L. w ATTACHING STRUCTURAL PANEL: FASTEN TO BU i LD I NG w/ °i I W #10x3" (w/ WASHERS) GALVINIZED OR STAINLESS STEEL 1 I LIVING AREAS - 40 PSF. L.L. LIJ Z WOOD SCREW a 16" O.G. I I . SIMP ON 14 HUROMA� ' uj ALTERNATIVE FASTENER FOR SHUTTER TO BUILDING: BEDROOMS - 30 PSF. L.L. WIND SPEED #10 TEE NUTS ATTACHED TO BLDG. w/ #IOxI-I/2 ( W/ WASHERS) I I RAFTER TO STUD. - FIRE AREA - 130 MPH TYPICAL ALL RAFTERS MACHINE BOLT 0 12" O.G. o�' 1 5 - 8d NAILS EACH END RE51DENGr-: X SEISMIC DESIGN CATEGORY - B APA I WEATHERING - SEVERE Fm EXTEND ODTOPYOFOTOP O PROVIDE Sd COMMON FROST LINE DEPTH - 36" I PLATE. NAILS a 4" O.G. AT Lu _j \ I EXTERIOR EDGE OF ALL TERM I TE - MODERATE TO HEAVY OSHEATHINS. O .� LL IN I TYPE OF CONSTRUCTION DECAY - SLIGHT UL U- CONVENTIONAL LIGHT FRAME WOOD ICE SHIELD UNDERLAYMENT REG2UIRED - YES M I 0ON57RU071 ON 3: IL W LTIPLE SECTION ASSEMBLY: Z ' 1 1/4" THICK BOLTS a 2' 00 GENERAL NOTES O I,1 14'� I �-� I. ALL WORK MATERIAL, AND EQUIPMENT SHALL BE IN 13. SEWAGE DISPOSAL SYSTEM AND FRESH WATER SUPPLY ~ I 1 I I I I ACCORDANCE WITH THE 2015 INTERNATIONAL RESIDENTIAL SHALL BE DESIGNED AND BUILT IN ACCORDANCE W CODE, AND THE NEW YORK STATE ENERGY WITH THE SUFFOLK COUNTY DEPARTMENT OF HEALTH. \ W PLYWOOD SHEATHING CONSERVATION CODE AND LOCAL AUTHORITIES. I I i i I To OVER LAP BOX 14. THIS STRUCTURE HAS BEEN DESIGNED IN Id BEAM - TOP + BOTTOM. 2. ALL CONCRETE SHALL BE STONE AGGREGATE WITH A ACCORDANCE WITH THE NEW YORK STATE ENERGY LIJ I I 1 MINIMUM 28 DAY STRENGTH OF 3000 P51 CONSERVATION CODE. co I I I I I I I1/2"WIDE S 1 20 6A&E 3. ALL LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR- 15. ENGINEER TO BE NOTIFIED IN WRITING OF ALL Z I I 1 1 1 I 1 METAL STRAP ®48" OC. LARCH STRUCTURAL GRADE #2 OR BETTER. O GRANGES PRIOR TO AND DURING CONSTRUCTION. � � I I - 16. ELECTRICAL AND MECHANICAL COMPONENTS TO BE 0 1�� L°I' 4. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL DESIGNED AND SPECIFIED BY OTHERS. ASSEMBLY I I 1 I 1 1 I I 2 x 6 ®16" O.G. DOUBLE ATOP STAIR AND FLOOR OPENINGS, POSTS AND PARALLEL SHUTTER I A I I I I STUDS PARTITIONS, EXCEPT A5 NOTED ON DRAWING. 11. ALL STRUCTURAL STEEL TO BE ASTM A36 WITH ONE V N.T.5. 1 I 1 1 i , 5. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND GOAT EPDXY PAINT. ALL FASTENERS TO BE ASTM Q FOR PANEL 5PAN5:4' OR WIDER SPAN I I I°j FLOOR BEAMS. 5PACING NOT TO EXCEED 8.0 FT. A-325 BOLTS, 3/4" DIAMETER. 11 II 18. CONTRACTOR SHALL OBTAIN ALL PERMITS AND LO 23/32" APA SPAN-RATED 48/24 SHEATHING GRADE PLYWOOD 6. ALL DIMENSIONS AND GRADE CONDITIONS TO BE I 1 I ( VERIFIED BY CONTRAGTOR(S) PRIOR TO START OF INSURANCE NECESSARY TO PROTECT THE ENGINEER (OVERLAP AROUND OPENINC75 49 WRAP + NAIL STRAP AND OWNER. 2x4 STRON(5-BACKS a 24" OG 1°J -' I°L' AROUND SILL PLATE 4 - 8d NAILS CONSTRUCTION AND ORDERING OF MATERIALS. THIS AT ANCHOR BOLT FOUNDATION HAS BEEN DE516NED FOR A SOIL la. DO NOT BACKFILL AGAINST FOUNDATION WALLS A55EMBLY: I I 1 SIMPSON M5T2'7 BEARING CAPACITY OF TWO (2) T517 AND GRADES UNTIL FLOOR SYSTEM INSTALLATION 15 COMPLETE. 1 1/2" WIDE - 20 6A6E LESS THAN 5%. CONTRACTOR SHALL VERIFY THAT 1). PREASSEMBLE PLYWOOD TO 2x415: # 10x3" (w/ WA5HER5) GALVANIZED OR I I METAL STRAP ®48" 00. THESE CONDITIONS ARE MET. ALL FILL BENEATH 20. PROVIDE CARBON MONOXIDE ALARMS ON EACH LEVEL 5TAINLE55 STEEL WOOD 50REW a 12" O.G. I�' CONCRETE 5LA55 TO BE COMPACTED TO 95% AND IN BASEMENT ( IF APPLICABLE ). POSITION NEAR 2). ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/ 5dNAILS ® 4x O.C. SILL PLATE ENTRY FROM HOUSE TO ATTACHED GARAGE AREA. otf Z , r� #10x3" (w/ WASHERS) GALVANIZED OR STAINLESS STEELRELATIVE DENSITY. WOOD SCREW ® I6" O.G. M '• S�' 1. ALL HEADERS 6.0 FT IN LENGTH AND OVER TO BE 2{• SMOKE DETECTORS REQUIRED IN EACH BEDROOM AND Q ALTERNATIVE FASTENER FOR SHUT1rER TO BUILDING: '' • er 2 - REBAR :. �;.:::.� •�: 2 x 6 SILL PLATE ON EACH LEVEL OF DWELLING AS REQUIRED BY #10 TEE NUTS ATTACHED TO BLDG. w/ #10x1-1/2 ( W/ WASHERS) -k A60 TREATED. SUPPORTED BY DOUBLE UPRIGHTS, 01.0 FT AND OVER ':;Y': `''` BY TRIPLE UPRIGHTS. ALL HEADER5 TO BE MACHINE BOLT a 12" O.G. NEW YORK STATE BUILDING GORE. J g N a o SEE FOUNDATION DWS. :. �..,-; MINIMUM OF 2-2x8 OR AS SHOINN ON DRAWING. G FOR DESIGN. " '`''Z' 5/8" x 12" A.B. ®48" OG. 22. ANY ALTERATION, REPAIR, ADDITION OR CONVERSION TO OW X W -j •wZ5< w/ FENDER WASHER. 8. PROVIDE FIRESTOPPING AT ALL LEVEL AN EXISTING DWELLING REQUIRING A BUILDING PERMIT - W"- LAZED OPENING WINDOWS G ::r`�.�%"":`tri: Q Z PENETRATIONS NOW REQUIRES THAT ALL SLEEPING ROOMS IN THE � W 9. PROVIDE FLASHING AT ALL ROOF BREAKS, HOUSE BE UPGRADED WITH HARD WIRED 4 a N O o PROTECTION 15 REQUIRED FOR ALL, GLAZED AREAS. CHIMNEYS, SKYLIGHTS, EXTERIOR DOORS WINDOWS INTERCONNECTED SMOKE ALARMS. W • N 0 ,4 IN ACCORDANCE WITH LARGE MISSILE TEST OF _ qT A5TM E 1996 AND OF ASTM 1886. CONTRACTOR MAY USE WOOD STRUCTURAL PANELS AND DECKS ETC.. IN LIEU OF THE ABOVE MENTIONED WINDOWS. 23. THE NYS GORES AL50 APPLY TO ACCESSORY WINDOWS "WITH HOLD DOWN + SHEAR CONNECTION 10. DO NOT SCALE DRAWINGS. STRUCTURE DESIGN. N PANELS TO BE PRECUT TO FIT OVER 11. ARCHITECT NOR ENGINEER 15 NOT RESPONSIBLE 24. GARAGE DOORS TO BE RATED FOR 120 MPH. WIND LOAD co HARDWARE PROVIDED. FASTENERS TO BE DESIGNED TO CRITICAL LOAD PATH ALIGN WITH WINDOW JACK POSTS , HEADER + SILL PLATE. FOR THE INSPECTION OR SUPERVISION OF PANELS TO BE MAINTAINED ON SITE. SHALL COMPLY W/NYS�G CHAPTER #2304.01.6 THI5 CONSTRUCTION PROJECT. FEDERAL, STATE LABEL LOCATIONS ON EACH PANEL,. AND LOCAL ZONING AND BUILDING GORE COMPLIANCE SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. OF Ncpv Y �°`' fir' NAILING SCHEDULE FRAMING NOTES TAKEN FROM 2015 EDITION INTERNATIONAL RF-51DENTIAL CODE 1. ALL FRAMING LUMBER SHALL BE GRADE STAMPED 10. PLYWOOD SHEATHING TO BE NAILED WITH 8 d a 411 o�G��a_� } DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR o.c. EXTERIOR EDGES AND 6 d @ 12" o.c. oBETTER. INTERMEDIATE. H ,. 51ZED FOR COMMON NAILS; CONTACT ARCHITECT FOR BOX NAIL_ SIZES PROJECT NO:) :: h 2. ALL SHEATHING TO BE APA RATED, EXPOSURE I, 5/8„ II. ALL INTERIOR AND EXTERIOR FINISHES, FLASHING RAFTER/TOP PLATE 3-16d (TOE NAILED) MIN. THICKNESS OR AS NOTED. AND WATERPROOFING SHALL BE BY ARCHITECT. 1608 o c Io O CEILING JOI5T/TOP PLATE 4-8d (TOE NAILED) 3. ALL 5U5FLOORING TO BE APA RATED STURD-I-FLOOR, DRAWN BY: CEILING JOIST/PARALLEL RAFTER 8-16d (FACE NAILED) EXPOSURE 1, 3/4" MIN. THICKNE55. ALL EDGES OF 12. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE UT CEILING JOIST LAPS OVER PARTITION 1-16d (FACE NAILED) PLYWOOD TO BE SET ON SOLID BLOCKING. GLUE AND AND STUD WITH GALVANIZED HURRICANE TYPE NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. CONNECTORS BY "TECO" OR APPROVED EQUAL. FOR CHECKED BY: COLLAR TIE/RAFTER 4-IOd (ea. end I-I/4 strap) TCS (SABLE ROOFS BLOCKING/RAFTER 4-8d (TOE NAILED) TIMBER PILE FOUNDATIONS, PROVIDE HURRICANE 4. ALL HEADERS 6 O AND OVER SHALL BE SUPPORTED o (lo %%s RIM BOARD/RAFTER 4-16d (END NAILED) WITH DOUBLE UPRIGHTS, 9'-0" AND OVER WITH CLIPS AT ALL PERIMETER JOIST TO GIRDER DATE: TOP PLATE/TOP PLATE 2-Abd (FACE NAILED) TRIPLE UPRIGHTS. ALL HEADERS SHALL BE A CONNECTIONS. 2/6/17 O TOP PLATE AT INTERSECTIONS 4-16d (FACED NAILED) MINIMUM OF 2-2X8 OR AS SHOWN ON DRAWING. a STUD/STUD 2-16d (PAGE NAILED) 13. ALL PRE-ENGINEERED LUMBER SHALL BE GEORGIA 15. STU D5TUD DER Abd (FAGS NAILED) 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS PACIFIC GPI SERIES WOOD-I-BEAMS AND LVL TOP or BOTTOM PLATE/STUD 3-Abd (END NAILED) AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED PRODUCTS OR EQUAL. ALL JOISTS, GIRDERS AND SHEET TITLE: l0° o X45 O BOTTOM PLATE/FLOOR J015T 3-16d (FACE NAILED) a 8'-O" O.G. MIN. PROVIDE 2" SPACE FOR AIR HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED JOIST/SILL, TOP PLATE or GIRDER 4-8d (TOE NAILED) CIRCULATION IN ROOFS. AS PER MANUFACTURERS RECOMMENDATIONS. WEB � BRIDGING/JOIST 2-I0d (TOE NAILED) 6. DOUBLE FRAMING AROUND ALL OPENINGS ( skylights, STIFFENERS SHALL BE REQUIRED AT ALL LOAD AND STRUCTURAL :jh BLOCKING/JOIST 2-IOd (TOE NAILED) stairs etc. ) OR AS NOTED ON DRAWINGS. BEARING POINTS AT A MINIMUM. A SINGLE 1 3/4" GABLE ROOFS BLOCKING/SILL orTOP PLATE 3-16d (TOE NAILED) LVL RIM JOIST SHALL BE REQUIRED AT FLOOR NOTES & 0 1. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL loo< o <,30 0 100< o (45 LEDGER STRIP/BEAM 4-16d (FACE NAILED) PARTITIONS OR AS NOTED ON DRAWINGS. PERIMETERS. HANDLING, STORAGE, AND ERECTION OF JOIST ON LEDGER/BEAM 3-16d (TOE NAILED) COMPONENTS SHALL BE AS PER MANUFACTURERS DETAILS PROVIDE 6d COMMON NAILS a 4' 0.0. BAND J015T/JOI5T 3-16d (END NAILED) 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED RECOMMENDATIONS. AT I16HNTE PRESSURE ZONE - R O.COF BAND JOIST/SILL or TOP PLATE 3-16d (TOE NAILED) WITH RATED GALVANIZED METAL CONNECTORS BY HIP ROOFS AT INTERIOR PORTIONS OF ROOF - TVP. „ 14. ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROWS OF I/2" DIA. 100( O oo O PLYWOOD ROOF DECKING 8d o4 O.G. EDGES, c)8 O.G. FIELD "TECO" OR APPROVED EQUAL. GALVANIZED MACHINE BOLTS @ 12" O.G.. STRIP SHEATHING ad (ONE/RAFTER) SHEET NO: PLYWOOD WALL 5HEATHIN6 Sd ®4" O.G. EDGES, 05" O.G. FIELD 9. NAILING SCHEDULE SHALL BE AS PER THE N.Y.5. PROVIDE 8d NAILS ® 4" O.d. AT PERIMETER INTERIOR PLYWOOD SUBFLOOR DECKING 8d ®6" O.G. EDGES, ®12" O.G. FIELD BUILDING GORE AS A MINIMUM. ALL 2X6 STUDS 15. THI5 DRAWING IS AN INSTRUMENT PREPARED TO PORTIONS OF PANELS IN H16H PRESSURE ZONES. NOTE a = 4 FT. IN ALL CA5E5 SHALL RECEIVE 5-IOD NAILS AT SILL AND PLATE. FACILITATE CONSTRUCTION AND SHALL NOT BE C O M P O N E N T A N D CLADDING PRESSURE ZONES ALL EXTERIOR NAILS SHALL BE GALVANIZED. CONSTRUED AS A CONTRACT BETWEEN BUILDER AND OWNER. 22'-8y2': Lu O I Lu I I I I ' S � I I Lu EXAMINE FLASHING AT CHIMNEY. I Z I PROVIDE ESTIMATE FOR NEW FLASHING IF REGV. I w I ' I � MOVE ADJACENT HOSE BIB ' 1 'f TO NEW LOCATION OUTSIDE I ' NEW 4" ALUMINUM &UTTER TO — I OF NEW PORCH Ad Aft MATCH EXIST'& AT LOWER EDGE 10'-O" (SARIAGE 10-O OF EACH NEW PITCHED ROOF 7'-O" WOOD COMBINATION DOORS, 1 I a,_o„ MOUNTED PERMANENTLY. oI 1 � , PROVIDE (4)2x4 POST PROVIDE BOTH SCREENED 4 ' DOWEL NEW W FOUNDATI N INTO I IN EX15T'& ALL STORM PANELS, ALL PAINTED O J EXIST'G w/8" LONG AR A (4)2x6 TR. WD. POST, CASED. O ®24" VERTICALLY ( , u I PROVIDE &ALV. STIRRUP, LL I I I GAT IN PLACE (TYP.) ----------w----- r (3)2x10 FLUSHqlm ---------- --- .. (n ----------------- a. -----------------------i I I Z I LN ' S" TH GONG. WALL w/(2)#4 BARS AT I Q -----�--- ------ 1 i w W = 1 ! REBA , ®3'bN' BELOW GRADE w/(2)#4 i j i 'i - _ O z tu PRO1&./.�IDE x10 i I N O I om Ar L-A PLAON EXI5T'G - - !- ----------------+ V 8 I ,Ky I S.xlb ONG. PIER ON FOOTING, FOR I ROC DECK 1 5UPP0 T OF SLABI , _ I I O __j 1 �I Ili (V % ` .. _ REND �- = I M N(5 _ I = uw I I � I - 00 OR w I ' K I , I OM , _ J i I 00 4 CONSTRUCTION 0/ (3)2x4 OST JOINT I' z(� a Im '^ I I 1 I TO RID E !, v♦ `_ - COMPACTED FILLRlMe--F VENT K I TG�t N = I ' T w/SLAB ABOVE I ; I -� _ REPLACE EXIST' iV _ 2 2x12 RI I > a O Z N i I N I I WALL w/NEW 2x cV O FRAMING, INSUL TION ® I i m " I , I GYP. BD. FINIS 14" THK. POLISHED i I O GONG. SLAB, REINF. I I x N = Y w/6 PIPING a LAB IN ULATION a, Q N Lu EXCEPT FOR N JW WIN W Lo � I m j I i WALL, ALL EXI INS i I i FINISHES TO REMAIN I - ----m - ----+ ` p I I I Q CONS I i I 0 JOINT Il ry I HC 1 ----- I -- AREA I 11 06 Z• '-154-ll co 'lL ' RUBBER MEMBRANE ROOFING 2 , .• �I ��ON 30# BLDG. PAPER ON 5/4" = = I i = I '1 O PLYWD. DECKING. PITCH TO - i i 36x80 I I )4�m "'I Y FRONT EDGE 1":12". FLASH , ENtR AS REQ'D. `9 I '` j / W -j• w z w a I II = a z LL I 1 _j t I I I i = W• ; a N O Ku C '� W• a x r`ri I U fill I i I " 24"x36" BLUESTONE 14 PAVERS ON TED GRAVEL SUB-GRADE,00 � N• SWEPT ;N/MARBLE DUST \ I O PROVIDE� IDE SLAB AT GRADE i I I O FOR WALK IMMEDIATELY IN FRONT OF DOOR, w/STONE ` I PAVING 90 MORTAR / COMBINATION SGREEN/5TORM ��L OF P'r bV Y DOOR w/TWO CUSTOM WIDTH �� �5 C. S A Op, SCALE: 1/4" = 1' -0"FOUNLJARTIOI M I u—"'k L 'Am N \� ' (20" WIDE x 54" HIGH) FIXED _zl SIDELIGHTS w/GLASS PANELS _ i- Iia PARTIAL — — — — — — — — — — — _ TO MATCHrc, � I I ROOM PROJECT NO: 1608 ODRAWN BY: TCS 0 2/6/17 SHEET TITLE: PROVIDE NEW 4" K-STYLE ALUMINUM GUTTERS AND MATCHING DOWNSPOUTS 30'-0" AT BOTTOM ALL PITCHED ROOF5 PLANS Flprmo%—% ST FLOOR SCALE: 1/4" = 1' -0" ROOF vLAN_ SCALE: 1/4" = 1' -0" SHEET NO: BID & PERMIT SET NEW GROSS GABLED 5EMI-ENGL05ED PORCH, w/Ixb FASCIA B ALL TRIM TO MATCH EXI5T'G, P4/PVC MATERIAL, PAINTED. REMOVED EX15T'CG ROOF 5HINGLE5. PROVIDE NEW 30# BLDG. PAPER t NEW 300# ROOFING SHINGLES PER SPEC. 5/4"x4" (NOM) WINDOW GA51N57, w/SILL $ DRIP GAP ABOVE, P4/FLASHING O Ix8 FASCIA AT PORCH, W w/GUTTER $ DOWNSPOUT ------- Z R3 R3 W Ix8 PVG BEAM CASING 9� ji; G - TOP CAP w 20" WIDE UST SIDEL HT b >< ` ; QUARTER ROUND 4 Y2" THK. AFILLET MOULDINC O v k TO MATCH ;)001 DE2k wTAI „ ` Y ;... Ix4 PVC BASE w/BEVELED LL L ``; ❑ � � � � TOP EDGE -------------------------------------------------------- --- -----� --- -- ------- ------ -- ------- ------- -- -- ---- --- - - co NEW FOUNDATION BEYOND \ 1 i W '7'-0" WOOD COMBINATION DOORS, O Z ri L-1 MOUNTED PERMANENTLY. PROVIDE BOTH L--- -- --------L---------------------------------------------------- ------J SCREENED d SINGLE PANE STORM PANELS, ---�/ - \ ----- SOU � H ELEVATION - ALL PAINTED ' "SCALE: 1/4 = 1' -0" PORCH STRUCTURE CASED IN PVC. W W - ' 1 � ► W 1 ASPHALT SHINGLE ROOFING ON 30# BLDG. PAPER ON 5/4" PLYWOOD DECKING ON 2x10®I6" Im i 1 RAFTERS. PROVIDE RIDGE VENT i 1 I � i 1 2x8®I6" COILING JOISTS, BOLTED SECURELY 0 TO RAFTERS. PROVIDE R-30 BATT INSULATION. PROVIDE Y2" V-GROOVE PVC j i 1 CASED, BUIILT-UP FLUSH BEAM. PROVIDE CEILING PANELING, w/Y2"x2" BATTENS AT 1 1 GALV. FRAMING ANCHORS BETWEEN BEAM JOINTS. LAYOUT OUT JOINTS w/ARGHITEGT 1 i RAFTERS FOR SECURE ATTACHMENT U I Q I 1 1 1 � ` 11•� RUBBER ROOFING FLASHED INTO NEW 5HINGLE 1\ I ROOF, ON 30# BLDG. PAPER ON %" PLYWOOD --T-- -' - 1 - ----- DECKING, SLOPED I":12", ON 2x8®I6" RAFTERS, LEVEL BELOW. PROVIDE INSULATION 4 CEILING 12 FINISH TO MATCH I I 5-1/2 i If i ------------- NEW WALL FI�CPM TOP 1 EXIST-6 TO R90F NEW POST HEADER - otS Z I IN NEW EX15T'G WALL J -------------- ALUMINUM GUTTER TO MATCH EX151TI AM/ vv,u,v\/,H\\/ L Ix8 PVC FASCIA, YVVENTED BLOW. PROVIDE 4" -j o ^ O M DE 1" AW w Z 3 ' R U M UL IN (oil ~ a z � GE � W• � � wo Now 4" THK. POLISHED CONCRETE SLAB, INF. w/bxb, N W IND N G N TIS' S NEW WOOD COMBINATION DOORS FIXED PERMANENTLY 4 a 1174 4 lobo WELDED WIRE MESH, w/R,4DIANT PPING ,' =N - SECURELY TO SURROUNDING FRAME. PROVIDE PAINTED LV• N = M T _ GLEAT/BATTEN5 OVER JOINTS, AND APPROVED TRIM AT INSTALLED $ RUN BACK TO BASEMENT. PROVIDE NN Q F- 2" RIDC71D SLAB INSULATION BELOW AT F p FINISH TO H EXIST'& COLUMNS BEAMS. DO NOT ALLOW CONTACT BETWEEN PERIMETER WALL. PROVIDE HAUNCH 5 AT r 1- T SASHES I$ CONCRETE PAVING PERIMETER, REINF. w/(2)#4 BARS r (0) y' I PROVIDE METAL FLASHING BETWEEN EXISI FRAMING It NEW MASONRY 5HINGLE FINISH TO MATCH :f t.L:Y,•';.•' �y;fs�L.. +q•�:: •�. .��:�..j. .:M• .�•: . . •V.\.t.: :!:'I.S•. 4i•` •I: \..N`:•r ♦{:r: ..t. 7777 :'y' +.r•:....'.t1 fOr- NCtl ;.'.�?1 :r.i .i..i..r}y+:•,C;:r: ..'f+!.'J�,%: y• . '•. XEC I to;"k L A Y%0% U T SCALE:E1=/4 — l' -o /\\ \\ \\ \\ ��, i. i-\\,\� \\ \\/\\ \� �\ \ X\\\' \\j\�, �i; \; /\ \ /\ \/\\ PROVIDE CONCRETE PLOGK PIERS AL,ONr '/ ' / \ /\� \ FRONT FACE OF EXIST'6 FOUNDATION ON �\ \ \ \\ \ \ \\ \ \\ \\ \ \ \ \ \ \/ / / / / / FOOTINGS TO SUPPOf�T NEW SLAB I i / / / / // / i / i. / �` o ELECTRICAL LEGEND \ \\ T , \ ,\ / / / \/ \/ \/\,/;, /; /;r/; /\/ DUPLEX RECEPTACLE OUTLET 5WITGH / // // // // //\� \\ \ // //\//\'/ \// //\' / \' ' / i \ / \ \ \ \ \' \� \� \\\ \�\ \\ \� \,i\\\ \ .`/ \ �'\ �; \/�� \ / / \ /\ \�� PROJECT NO: 220\1 RECEPTACLE OUTLET 5WITGH DIMMER /\\/\\/\\ \\ \ \` '\i' /\// ,/ /\/\ \ /\ \./\ ;� \ / \ ` /\\ '\\ ' \\\ \\�\\ 1608 CO HALF HOT RECEPTACLE OUTLET ® TELEPHONE / \/ / . // /\\/ \ / / \/ // / / \/! ; // // / '//Qw DRAWN \ \ , ,,\ \\ TCS WATER PROOF RECEPTACLE OUTLET 0 TELEVISION \/ o RGRECKIM BY: GROUND FAULT INTERUPTOR OUTLET ® 5MOKE DETECTOR \ � Ej HI&H HAT FIXTURE ©p CARBON MONOXIDE DETECTORD-AT DIRECTIONAL HIGH HAT X SURFACE MOUNTED GEILIN6 FAN \ \ ,\ \ E• ZI6I17 SURFACE MOUNTED GEILIN6 FIXTURE \\/\\/\\/ .j j / \/\j/\ F• Lk I SURFACE MOUNTED WALL FIXTURE /\//\//\/ \//\� //\ Apt Im BUIL "LO) IFOU SECTIO% N - \/\\/\\/ \ SCALE: 3/8" = 1' -0" 1/4" = 1 ' - 0.. SHEET TITLE: ELEVATION SECTION SHEET NO: BID PERMIT SE