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HomeMy WebLinkAbout38776-Z ,',,...11E_ ..4O✓, Town of Southold 10/23/2015 3 A i P.O.Box 1179 :rix' 53095 Main Rd -.4* o� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 37862 Date: 10/23/2015 THIS CERTIFIES that the building RESIDENTIAL ADDITION Location of Property: 10020 Soundview Ave, Southold SCTM#: 473889 Sec/Block/Lot: 59.-2-8 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 3/27/2014 pursuant to which Building Permit No. 38776 dated 4/10/2014 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: ALTERATIONS AND ADDITION INCLUDING DECK TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR The certificate is issued to Kearney,Marie of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 38776 07-14-2015 PLUMBERS CERTIFICATION DATED Aut o ed ignature 'S�FFntk�, TOWN OF SOUTHOLD �o( may BUILDING DEPARTMENT 1,1 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#: 38776 Date: 4/10/2014 Permission is hereby granted to: Kearney, Marie 146 Yale St Roslyn Heights, NY 11577 To: Additions/Alterations to an existing single family dwelling as applied for. / r At premises located at: 10020 Soundview Ave, Southold SCTM # 473889 Sec/Block/Lot# 59.-2-8 Pursuant to application dated 3/27/2014 and approved by the Building Inspector. To expire on 10/10/2015. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $487.60 CO -ADDITIO► ! i . ELLING $50.00 . a : $537.60 -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$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. I ° J VC. New Construction: Old or Pre-existing Building: (check one) Location of Property: /e6 7i0 �U y,Zf U/ (e) House No.�+ Street Hamlet Owner or Owners of Property: 00fr M 6A44,P Suffolk County Tax Map No 1000, Section 59 Block 2._ Lot Subdivision Q �1 Filed Map. Lot: Permit No. 35116,1 16, Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ 60 /1/4 Applicant Signature '_l,, iiii „` ® : Town Hall Annex Telephone(631)765-1802 i 411 lig 54375 Main Road %; N Fax(631)765-9502 P.O.Box 1179 % G �� �, �® �� roger.richert(c�town.southold.ny.us Southold,NY 11971-0959 • ---11COUN "Sei ... 0,4 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Kearney Address: 10020 Soundview Avenue City: Southold St: New York Zip: 11971 Building Permit#: 38776 Section: 59 Block: 2 Lot: 8 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Doroski Electric License No: 2941-E SITE DETAILS Office Use Only Residential X Indoor X l Basement Service Only Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor X Hot Tub Addition X Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 7 Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures 2 Smoke Detectors 1 Main Panel NC Condenser Single Recpt Recessed Fixtures 6 CO Detectors Sub Panel NC Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 5 Twist Lock Exit Fixtures TVSS Other Equipment: 3- Paddle Fans Notes: Inspector Signature: S4Date: July 14, 2015 Electrical 81 Compliance Form.xls ' :1 iir/I 1':::CC€::-1-11:1:) J 3 (1 I- "7)‘i - - : 'ii;- TOWN. OF SOUTHOLD BUILDING DEPT. 765.1802 SPECTION r _ [ OUNDATION 1ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: 6 / t iii< - 0.±.,,,,- fLi N-c- _-4 (917_,/-:_e_LL._ ci r(-73t pi.7, ii , / d ' -/ ,` ,� '- .� (Ai , I, s DATE 4/2/6/ INSPECTOR 4 ,, , Ic , ''),()' � ��,,%�Of SOUTyoI� fi TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ FOUNDATION 1ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: ` °(i'-a; , r zr 7 7\ DATE /% INSPECTOR ; ., I1_ -- %OF SOo: 12e-- . : TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FO DATION 1ST [ ] ROUGH PLUMBING [ ] OUNDATION 2ND [ ] INSULATION [ FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE"A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: cd3 DATE 11 INSPECTOR A-Chi 1���o4�Of SOUT4 V1s. lye otirm. TOWN OF SOUTHOLD BUILDING DEPT: 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH.PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ,k_ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE i INSPECTO 3b17 * * TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: � = 6E72"1--e DATE 120/25-- INSPECTOR9e-.6"'*!4, 3 8 7 % 00,0 t`, i* w . TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] IN ATION [ ] FRAMING /STRAPPING [ INAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: (91A- ,3 re<-57 DATE -1 -J INSPECTOR i r - MILD 3/46B: a F MOV: D' COM NTidetwiaarigw, . • , ' J FOTND ION(1ST) MN=____,AimPFAISIWAROMFAMI � 1 I • • FOUL ATION(2ND) • ' - • -- - z 5 /" .�. F b • i OUCH FRAM& 4. P]GUM3311TG .• § . • E SUL•A.TiON PEP.QT.'S,'. H • STATE WR CODE. . • ' • • . �1 . •_ _ r FINAL our-Aimesir-AlwAmirfrziimum . , . . . . • • ---- -- - .x ADDITIONAL COMMENTS — _ -_ _ e..? . c , • . ---,___I — IS . • , o • { 73 . I 42 �, - X. o . z r • • d • S 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. 3e?.--3-(..s . Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Examined ,20 Storm-Water Assessment Form Contact: Approved ,20 ' Mail to: _ Disapproved a/c Phone: 6;31- Es 16— S'P{1 Expiration (Ott 6 ,20 �� s E _ U , —, Building Inspector IPLICATION FOR BUILDING PERMIT isp MAR 2 7 2014 ) Date 31 27 , 20 11 BLDG DEPT INSTRUCTIONS TOWN D SOUTHOLD a. is application ST 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. .1/1,e)vvrk ge-ewv..0..."-\___ (Signature of a plicant or name,if a c9�Aation ‘,5'S--- /l lc-clt . l /U'3%t/- IS /0 e ' '' 5-0 q Ve-60121.., c6.2. ID 7- (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder w iv i%►\ Name of owner of premises 'til 1 k(ri (. 'g ( 1 4) , (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 do e; /DO 2,0 (O!,(,i�, , v; LI) 1,,; ioi(i House Number Street Hamlet County Tax Map No. 1000 Section 0'; 9 Block '2 Lot . Subdivision Filed Map No. ;1.0., .a.1n%,;t.,;.i' ,;ofq tonti.o ,. E 1 Cl;'eoa3810 o'il y!ii,190 Alotlll ni G;ititcu0 SO. .1UO2 :u410Y_3:1oizi:t i.TIG.1 2. State existing use and occupancy of premises and intended use and occupancy of prollposed construction: a. Existing use and occupancy f 1/2, 1 Z L y I1 GU r= b. Intended use and occupancy /61114 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 I Number of dwelling units on each floor If garage, number of cars it/M- 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. NAA 7. Dimensions of existing structures, if any: Front 3 /I Rear `j `L Depth 2Jf Height zZ ` Number of Stories I YZ. Dimensions of same structure with alterations or additions: Front 3L Rear Depth 14 1-1' Height 7-L I Number of Stories _ (yz V 8. Dimensions of entire new construction: Front Rear Depth /L Height L-Z` Number of Stories i i✓ry 9. Size of lot: Front "1 Rear 1 S Depth 13v 10. Date of Purchase A IA- 4116)1 L Name of Former Owner V f\C Wt 1"6-1- _ l%�V( 4 k/ IS 11. Zone or use district in which premises are situated 1k 64- 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO '✓ 13. Will lot be re-graded? YES NO V Will excess fill be removed from premises? YES NO V 14.Names of Owner of premises 6 K (�t%i W(.,L� Address So 1,t tu,o i� Phone No. 97&-Sal/-(7 Name of Architect kl'i 5 ('..k G h .' Address cc'S g yA At 0 N1Phone No 76,5' 151 Name of Contractor t t Address (< t 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) COUNTY 01u l�l.) Cir/A,60„cj 1K x(11,11,4\1 being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the () vsi (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 14 da of rVia r 20 (q 0,1 ' ' ' ,,121,etcAJ Notary Publics Signature of Applicant PENNY BEDELL Notary Public,State of New York No.01BE6099317 Qualified in Suffolk County Commission Expires Sept.29, 0201 S r ;I Scott A. Russell .t , � James A. Richter, R.A. SUPERVISOR Michael M. Collins, P.E. SOUTHOLD TOWN HALL-P.O.Box 1179 :. a 53095 Main Road-SOUTHOLD,NEW YORK 11971 Telephone#: (631)-765-1560 �410 1 'ti Fax#: (631)-765-9015 MICHAEL.COLLINS@TOWN.SOUTHOLD.NY.US +.� em+ JAMIE.RICHTER@TOWN.SOUTHOLD.NY.US xaa„s X31 Office of the Engineer Town of Southold STORMWATER MANAGEMENT CONTROL PLAN REVIEW COVER SHEET ( TO BE COMPLETED BY THE APPLICANT ) PLEASE NOTE:All Contact &Project Information Requested by this FORM is Nessary for a Complete Application. APPLICANT (Property Owne jDesign Professional,Agent,Contractor,Other) PROPERTY OWNER (If Differentfffrom Applicant)� (C.11 / NAME: C ji-i'� 1t l�e-l�f',,PeY NAME: /V1,4,t' A1N Iia ' I fi)ADDRESS: /CO j,0 S O`•-i(.14ii I'E w 64,-, ADDRESS: $'o ,i 144 /Q�•. Telephone Number: ;,,1, 1 - '53-761 ,5-141-17 Telephone Number: 5./4-714 Completed Applications can be picked up at the Engineering Department after being notified by the Department,or; it can be Mailed to the Applicant with the submission of a Self Addressed 8.5"x 11"Envelope&Appropriate Postage. DATE: 3/ 5/ /(i. Property Address / Location of Construction Work: /UC)>0 �Cc) ' ILA c/ w i ilr�. a S C T M #: 1000 b 59 Z0 cO 1A -I i c'l &JiI ( l `�`► 1 District Section Block Lot Required Documents for Stormwater Review: >iE Copy of Complete Building Permit Application. Stormwater Management Control Plan. (2 Sets) Note: SMCP's are required whenever Grading or Excavations exceed 5,000 S.F,when New Impervious Surfaces are created,and/or when existing Roof Systems, Driveways,Patios or other Impervious Surfaces are Re-Surfaced. De Minimis Projects will NOT be Subject to the Submission of a SMCP During the Stormwater Review! Note: These Projects would be Limited to Interior Renovations, Replacement of exterior Doors&Windows, Deck Construction with Loose Fit Decking, Installation and/or Modification of Mechanical Systems or other similar Work. X A Complete Description of the Scope of Work Proposed under the Building Permit Application. X A Completed Store er Review C•cck ' t. If No or NA are Indicated, Justification is Required. FOR E DEPARTMENT **** USE ONLY Reviewed By. 4 ,I / Date. 3 22' / 511 Ap rove . ElAdsitional Information Required „,... s FF '„--<.- CHAPTER 236 Vt STORMWATER MANAGEMENT CONTROL PLAN CHECK LIST C, ta., ,+ DATE: -3 2_ C' / cL APPLICANT (Property Owner,Design Professional,Agent,Contractor,Other) "'” J, . ✓ NAME: �:�i, ��L�/=1 /�- N '/ CI g -� ,,,,,,, t;�,, S C T M 1��� (,� Telephone Number: C',3 / S� 7 6— ,s-2/54.7 District Section Block Lot S M C P -Plan Requirements. The applicant must provide a Complete Explanation and/or validation of all Information Required by this Checklist if it has not been piovidedi 1. A Site Plan drawn to scale Not Less that 60'to the inch MUST If You answered No or NA to any Item, Please Provide Justification Herel show all of the following items. YES NO NA If you need additional room for explanations, Please Provide additional Paper. a. Location & Description of Property Boundaries 1 I/ b. Total Site Acreage. l/ c. Existing-Natural & Man Made Features within 500 L.F. V /...... Z � of the Site Boundary as required by§236-17(C)(2) d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. j/ Raea Ce Limits of Clearing& Area of Proposed Land Disturbance. ✓1i C J f. Existing& Proposed Contours of the Site (Minimum 2'intervals) :7 �nn t N y g. Location of all existing & proposed structures, roads, / AL! 1Y Mt N°1” sidewalks, drainage improvements& utilities. . — i E—( ' 3 Z, �� h. Spot Grades&Finish Floor Elevations for all existing& v, proposed structures. I. Location of proposed Swimming Pool and discharge ring. ] 1' - V N,a Po Is 1 j. Location of proposed Soil Stockpile Area(s). \.- k. Location of proposed Construction Entrance/Staging Area(s). V / 1. Location of proposed concrete washout area(s). V No LO UN,erre_ — G-t 4,. vrr. 1 0r, v ici M. Location of all proposed erosion&sediment control measures. V S GflA J '(1 0 .1 1 i-t—YOfj 1 W S lLt 5+ Ad'CS LI\i(JiPA1 1/,c J t• 2 Stormwater Management Control Plan must include Calculations showing "lam 1O c,«)EJ that the stoi mwater improvements are sized to capture,store,and infiltrate I/ La c -e--4 y (a °1)s 517 r _r on-site the run-off.from all impervious surfaces generated by a two(2")inch ,iN I rainfall/storm event. 3 Details&Sectional Drawings for stoi mwater practices are required for approval. Items requiring details shall include but not be limited to a. Erosion & Sediment Controls. b. Construction Entrance &Site Access. C. Inlet Drainage Structures (e.g catch basins,trench drains,etc) d. Leaching Structures (e.g infiltration basins,swales,etc) FORM # SWCP Check List-TOS JAN 2014 ,. i' •ttf-soilt "-- 4'9 '-' ; -4 <0\ Town Hall Annex * *:; Telephone(631)765-1802 54375 Main Road ,J.ax(631)76 -9502. $ roger.richerk5 anown.soutnoia.pv.us Southold,NY 11971-0959 \la, ce,i' • 1 i ............/. BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATIONI FOR ELECTRICAL INSPECTION ...... '' ' 01110111.1.11•11 • , coREQUESTEDnipanyNamBY:: I&ie- i Ga ..(17 ..... . t- wetI6 . Date: ...&<- 21_i_,C , rteekirkC_ ' • . . . Name: - I )iN‘c-it.. k-- • • - . - License No.: a / - ,7- Address: e'.0.?0 - 1 k_ 1 cob0.- k C(..,#'(..4tii-e i \ c- t k T.S.„5-- , . ,.. • Phone No.: 4.3, _ v7.1 ...te":2./ _____ ...„ .,,,. ...,.... . .,...._.......____. _... „ .,.. ,. _ ....,....., - 1111•111.111Minn. .,JOBSITE INFORMATION: :, *Indicates required information)- - ------- --- ' - - - - *Name: ' JG -ry—i1 k/ee0 *Address1 cst.)Ai _, .,,, ; , :r , . • i Ni, e.L.•3 4j ' Sou-IA. 4N ,. *Cross Street: ' 1 `‘ IN'''-'4 *Phone.No.: --:.----. S74.- ::<•ei en Permit No.: . ' I 6774 Tax•Map District: 1000 . Section: 59. Block: A Lot: Z • *BRIEF DESCRIPTION OF WORK(Please Orinttlearlif) . . . . , . .. , . .. As .3gmmarsegh - C - / -/1---- • (Please omit) Ali That Apply) ., *Is Job ready for inspection: 1-i)/ No Rough iri)) ..../ , Final *Do.you need a Temp Certificate: YES/6-05\ - .) Temp Information(If.needed) . *Service Size: 1 Phase - 3F5liase 100 150 20Q 300 350 , 400 Other *Neiii[Service: Re-connect ..,Und,erground,;-,Number ofMeters -Change of Service -(Overhead ' . , ,-. , Additional Information: , ---, - ,,,,',, - -- - --,PAYMENT'IDLIE WITH APPLICATION - . . - - - --1----i2ec, h 0 82-Request for inspection Fkrrn---7,74 ,-,,,,----------,--,-;--f--- -, --- - ' '-' '-''' ',. ' --''',. :•,' 'J.-,;,-,-i);rrIA:'..•, 'k.,''',''' `.f-''r" ,-' ",..-7" l'' „ , '-'' ' . , , ' ' , ,,,, , ,, ' - . - '.•" ^ ,- ' , ,. ' - . . f- r8.s' •' . :,A ' .StW P_OC L CO:HEALTTH E.PT-' P'tt A -, •v im • t Fi• t:''}' • -J. �/` • _ • _ • `' • �� 1 - 1 it • w -C . ,.. �, t� . STATEMENT OF INTENT " • .. - {�1 ice. 4\ - _ OD • THE WATER SUPPLY AND SEWAGE DISPO$FOL', 11 SYSTEMS FOR THIS RESIDENCE. • WiLL- v1� t;' ` i CONFORM- TO THE STANDARDS ,:.:;-- ;'t`N + ;. �� SUFFOLK CO.'DEPT. OF HEALTH.SERVICES 1 - y ' t3o /' 1 .r .: fs} APP>=IEANT _ S„ . - - t ./N• / SUFFOLK - COUNTY DEPT. _ OF- HEALTH:a { f SERVICES FO,R APPROVR • /9• / '-_ , r ;:: i SE.RN CE. L, tib • ` •CONSTRUCTION ONLY • ,..c.:„..............1„..........„........*:„_.„...-. . . in \ f' w ?' 0_1 • ,✓r 1'E.S.REF,ik10.. tom` s` �- L •'�; ; • • I. SIJI EOL•!C,-CO_TAX? t� - � ' • _-:•Ct ,� ,� >- Fps ., it' i - t:� • ` : > : •,; ' A �: • `� -Ni `}Y^r --- "\• . • 1 ' r. - - -== • r - _ b A ISS ••- ' - i. +�}� 0( ry _ _ x ;. s__`�` 4. r... .-.•:•r- e.;,. :m='5.. '.reg.' y__ --'µ?' ., e • ' _• ,mss �...a�•�- _• �z.: "'` �' -} _• -, i c� C;.�Q vd� N1i:f _ .. _ `� �.:_ j Irl 1�_ 1415.2_NAN t .. _ ,....,.-...:.,.y�l 'i - .� r _'mrt+33r 'r.'' .';'x nAy _fir 42ouoFo Sf b'�.UPJi f+ei� i tom: s v��. ►rso Jc►= w. O 1 ` k OrTHE NEW.VpilX STATE F j • .__..r LW. 1.1 (M 13 't I- r' its OF sns ��,Y - Aa: 'J .As a . il�iilitr r- r.---'`AT. EU 1 N"WAVEraR's 9�kCS>PAL aR - ;. �� 3 //Zjj 7 /l I 1 ELEVI-NDont ';: rz+�.�FE-a 73 DPW AL'�i4:A;., �A.U4 T�3P�C[i:' szo.sEALSRAL.ro CZcasi -m / f ( — 'S*iaL'.."'JSt�S rt31_ri,r�i�F�,.!a_p;1ut Mr '.y r Pr •�.-� �' r`tj` E1-4D ✓ •.1C.3�'d1=;�: '�1 = SAN D ' i> ?.� FMY TO +xm 0.!res c ro ,. Pt� C:O sem: _ „ !' • , v t - ,. i -- - yt` l T�4/t' F_� a.`Idea ljvSi7iLTtOV SiL h:CE�ti AND ' +L. [ .\.f:=:'S`:.:.� -•01;_._ s ( C4 IAF i c.ttEEs ofn+eTtrs�$rG fea�c. ' _ 83J8-2?a $ .. rmora nor Temerrdwif A "_ ;ti' _-- I I i ITLE NO. 'T — $ :,,cuu,.m� �s €o .. . '�.' j ii`'�•.i____% °L:<a..i' y`` aUFFOlit COUNTY HEMS DEPIIRTIN2Rg , - rw • _~^ _�:x - ----------- DMZ JUL i o H. D. EU. # 133 SEAL. _. . :.l .r ?-=:,.) ..L: the swage disposal and water rapt??Y GUA12A.h1 t i_ ' `1'�-!� ,_ 4 i; •. ' . - - „ -f•. :1w� ra., -�; facilities for this location have been i �' `� E ''" ��" "` ") - -•` :s',fv :r,. _; ,.� A�1D TJ trY�iC3.,.T 1 3 '1" T. inspected by this t eat. a `"_ �. �; _ 7,1:4 ,p. a.. ... k.Z.-41.1..4..„ ., , - .0t1@t i3$ General Engfneerinar. '• dr•r.. . i-: , - ' •' - Services- - ,, LICENSED LAND'SURVEYORS • • •_ .. . . . - RIEPOR' tN YORK ._. . . _ • - F,._•_ . . ._ 'l: xa: , r• EScheck SoftwareVer i 4.5.0 Compliance Certificate Project Kearney Residence Energy Code: 2010 New York Energy Conservation Location: Suffolk County, New York Construction Type: Single-family Project Type: Addition Climate Zone: 4 Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 10020 Soundview Ave JH Rich III Southold, NY ,ompliance Passes using ,trade off ,5 . Compliance. 11.8%Better Than Code Maximum UA" 85 Your UA. 75 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies d ,..,.-,4,..,:,-;::,,,,:,,,,,-,..,.:-. r,". , � .. ef. 1' �°?? �"�� y -Gt ' � q �„ `' it:37?,1:21;�i-t'taS � l 9; o % � � af s c sa : ":' eosrea'." CaUlty *! fC8 :0 Flazin4g+'4, � r ASSemblya � '� � �°n',r`h . ,�t5a� �f ,, �':fcirii'���;�.Rn "'l + �/at,'' "''OYKDOOr . �A i � , a t., ti -, ro P � orauy , R lue, t10 •.,"4 . w� a:.. . x x^CH.-�ra r.E 4� S 11 r.".' S ,.s fm 4%^...0-:;:!. sw�x� , , eme�`ter�+ � +xa�'cu�h."n!.k .4hU:€ 101.- k._aitt. Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 198 19.0 0.0 0.047 9 Wall 1: Wood Frame, 16" o.c. 400 19.0 0.0 0.060 16 Window 1:Vinyl Frame:Double Pane with Low-E 56 0.320 18 Door 1: Glass 81 0.310 25 Ceiling 1. Flat Ceiling or Scissor Truss 165 30.0 0.0 0.035 6 Ceiling 2: Cathedral Ceiling 33 0.0 40.0 0.024 1 Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application.The proposed building has been designed to meet the 2010 New York Energy Conservation Construction Code requirements in REScheck Version 4.5.0 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date n Project Title: Kearney Residence Report date: 04/09/1 Data filename: Untitled.rck Page 1 of 7 REScheck Software Version 4.5.0 Inspection Checklist Energy Code: 2010 New York Energy Conservation Construction Code Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section Y_.......... _ , ,z ',;'`Flans Verified Compl es?ere-nspecon/Pitin: eVIOAI talae` '` a5iri6vnentslAssuo» tIona ... . .,.._ �._..." 103.2 Construction drawings and ` `=es;❑Complies -:. h. .= ::3:- [PR1]1 ;documentation sufficiently , ❑Does Not�' � ��;,%", demonstrates energy code "}_=-=Y :.,_ ..,`; '❑Not Observable ;compliance for the building ;:-- =. ,. r-" *,= `= :_ _ ";, envelope. _.°_ x;❑Not Applicable 103.2, ;Construction drawings and " ` j❑Complies 403.7 documentation sufficiently <:~ :r="<"_.-': ,-' =.=,"n-= =❑Does Not [PR3]1 !demonstrates energy code ` ' x 'Q ❑Not Observable !compliance for lighting and „; _ §; mechanical systems.Systems i x' ,t =.y ;❑Not Applicable Y Y _ •serving multiple dwelling units (= xx'-t':'-' ,must demonstrate compliance `.° =n y ;-. '- :with the commercial code. 403 't.=r'� Heating and cooling equipment is; Heating: , Heating: ❑Complies r z,{ [PR212;< ;_$sized per ACCA Manual S based Btu/hr Btu/hr ❑Does Not fon loads per ACOA Manual J or Cooling: Cooling: ❑Not Observable other approved methods. Btu/hr Btu/hr ;❑Not Applicable Additional Comments/Assumptions: 1 High Impact (Tier 1) 2 Medium Impact(Tier 2) van Low Impact(Tier 3) Project Title: Kearney Residence Report date: 04/09/1 Data filename: Untitled.rck Page 2 of 7 200.:iV®w . York" Foundation 9nspection M Complies? Commer*ts/Assump$ions Energy. «.... ... « <. 30.3:2.1,;,i;Exposed foundation insulation ;❑Complies [FO11W' 1 protection. ;❑Does Not kji°, ;❑Not Observable ❑Not Applicable 4'03:8,;=`"`s°;sjSnow melt controls. ;❑Complies [FO12]?;;;., ❑Does Not ; ;❑Not Observable <❑Not Applicable Additional Comments/Assumptions: 1 High Impact (Tier 1) 7,.2= Medium Impact(Tier 2) 3" Low Impact(Tier 3) Project Title: Kearney Residence Report date: 04/09/1 Data filename: Untitled.rck Page 3 of 7 Section PlargoVenfied Field Veirifii>ed , "'; #:: F ae %ng"7 Rough-1n lnspectiloe�:=; 4- Compiles? Comments/Assumpti®ns Si Req JD' . ,-!!aloes ` Value 402.4.4 :Fenestration that is not site built (;£:"i -- - •. ;,;";❑Complies [FR20]1 is listed and labeled as meeting €a -- ❑Does Not 10 AAMA/WDMA/CSA 101/I.5.2/A440 #" ;, - ' 'r,"-;-,=:';` G - - •_,.: -"-~ - ❑Not Observable or has infiltration rates per NFRC - . - ," }_:=`=_' ❑Not Applicable•400 that do not exceed code '•� pp limits. ;'❑Com lies :402.4:5`,;' 31C rated recessed lighting fixtures p [FR16]?,j ;sealed at housing/interior finish (=="_'"" j❑Does Not ' I".'`. . . _:and labeled to indicate&It;= 2.0 .==/xx - " ,,;7_,-, ; ❑Not Observable cfm leakage at 75 Pa. . .- ,. ' . : ,. `$❑Not Applicable , 403.2.1 ;Supply ducts in attics are : R- ; R- i❑Complies [FR12]1 'insulated to R-8.All other ducts ; R_ R- ;❑Does Not € in unconditioned spaces or ;outside the building envelope are ; ❑Not Observable ;insulated to R-6. Not applicable if : ❑Not Applicable ;all systems are ductless. ' 403.2.2 'All joints and seams of air ducts, = �'❑Complies , [FR13]1 lair handlers,filter boxes, and Y';y"y""`'`'""Gy'fs` ";;;;;EDoes Not $;1 ;building cavities used as return .. ;ducts are sealed. .3❑Not Observable n ❑Not Applicable 403' ; .2 3:` Building cavities are not used as -- ❑Complies [FR15]3'�33t ducts or plenums. - :❑Does Not ',''' ,..- ❑Not Observable l �,-- 7, ,�y ; x., E, ;❑Not Applicable 403.3.; :--IHVAC piping conveying fluids R- i R- ,❑Complies !,[00;7]?;;;;;;';,,above 105 °F or chilled fluids ;❑Does Not ` ' °j below 55 °F are insulated to R-3. ;A1),4344,3;;;;=33;,;! ;❑Not Observable ; ❑Not Applicable `4O3.`4A .' Circulating service hot water R R- ❑Complies [F , 'i_i pipes are insulated to R-2. ❑Does Not `'`' f ❑Not Observable ' sIII Not Applicable 403;5'' '', Automatic or gravity dampers are i--,.;1;;;'';;;;-;" " ;`'❑Complies ' [FR19]2 a installed on all outdoor air ❑Does Not 'f<J� intakes and exhausts. - r' 111INot Observable , y.`..3'.;=:".3 - ❑Not Applicable ; Additional Comments/Assumptions: , 1 High Impact (Tier 1) '.2 Medium Impact(Tier 2) 3, Low Impact(Tier 3) Project Title: Kearney Residence Report date: 04/09/1 Data filename: Untitled.rck Page 4 of 7 . 2010 ^ - ' - s=a=o""""sp=^==," ' � ` _ Comments/Assumptions Energy ` - ` ' -' All installed insuabnn |ab�ednr ![] ' installed R'va| —uesprovded. DoesNot ' | |[]NotObservable| |I=1NotApplicable Additional Comments/Assumptions: 1 High Impact (DerI) �� ���um |mpac (Tier 2) �� Low Impact(Tier 3) Project Title: Kearney Residence Report date: 04/09/1 Data filename: Untitled.rck Page 5 of 7 section Plans Verified - Field Verified # Final.Inspection Provisions Value Value Complies? Comments/Assumptions 402.4.2, Building envelope tightness, ACH 50 = I ACH 50 = .❑Complies 402.4.2.1 verified by blower door test result '❑Does Not [FI17]1 of&It;7 ACH at 50 Pa.This ❑Not Observable 6 requirement may instead be met via visual inspection, in which ❑Not Applicable case verification may need to , occur during Insulation Inspection. 402.4.3- 1 Wood-burning fireplaces have - • , . -'-❑Complies [F18]z- - igasketed doors and outdoor .. , ❑Does Not ,6i.„ ;combustion air. ❑Not Observable - • . .,. . _ , ;❑Not Applicable 403.2.2 Duct tightness via post- cfm cfm '❑Complies [F14]1 construction with maximum EDoes Not i J leakage of 8 cfm to outdoors, or Not Observable 12 cfm across systems. For rough-in tests,verification may ❑Not Applicable need to occur during Framing Inspection,with maximum leakage of 6 cfm across systems ;and 4 cfm without air handler. ; 403.1:1 'Programmable thermostats l,= ' ` - .-;❑Complies [F19]?;": . i installed on forced air furnaces. • - - - =,)❑Does Not ": i _ _ - -= _ ❑Not Observable . .f., >=;❑Not Applicable 403:1:2 Heat pump thermostat installed •" -jEComplies (FI10)2 on heat pumps. ❑Does Not , " i -�,.::; ;, i❑Not Observable I-- } "30Not Applicable 403.4' •°''Circulating service hot water [.: " ;-'__; '' _. =3❑Complies (FI11)?. systems have automatic or i = ;❑Does Not jaccessible manual controls. . `:`- ' - :'❑Not Observable l:;:;', ;= ;, °_,, ;❑Not Applicable 403':9:1'' ''"Readily accessible switch on I: -"` ' = ' '_ - i❑Complies [F111 ,}3 •'`I heaters for swimming pools. '---�K " '- -- ° = _ '=j❑Does Not "' ❑Not Observable L , f❑Not Applicable 403.9:2', ;Timer switches on pool heaters - - y,""<i❑Complies [F119]3 ;and pumps are present. - ❑Does Not 'I y- "- ?❑Not Observable I [ "- " ,-= ' f ❑Not Applicable 403.9 3 Heated swimming pools have a _ ;❑Complies [FI20]3: cover. Covers on pools heated [ -'-., -: . " - `" "?❑Does Not n•` -e=,E rY over 90 F are insulated to R-12. ,--.;:,-;..."==- -y . y"y:%` ❑Not Observable . '"., r; [ -.30Not Applicable 401.3 ' t Compliance certificate posted. ` ''❑Complies z i l'==='," - - ,: ❑Does Not [FI7] l -.i_. k i;".- i ,-�. -'_ . - - --.,.-.❑Not Observable [:, -, .,, ❑Not Applicable 303l.'3-;21,-',=.1 Manufacturer manuals for 1=-,,..""j,--,:,,=;-,•=r -" , - . ❑Complies [FI18]3,, " ',mechanical and water heating I-,." - '_`-- • =`-]❑Does Not i equipment have been provided. 1,---":„:-."-,',;:-..; ";° . -'----_,,,==i -, -❑Not Observable 1ir,_.-' -,,, . - ::. <.,i❑Not Applicable . s" ., , - - .,. Additional Comments/Assumptions: 1 High Impact (Tier 1) 2.2 Medium Impact(Tier 2) ,;3-, Low Impact (Tier 3) Project Title: Kearney Residence Report date: 04/09/1 Data filename: Untitled.rck Page 6 of 7 1 High Impact(Tier 1) 2 Medium Impact (Tier 2) 3 Low Impact (Tier 3) Project Title: Kearney Residence Report date: 04/09/14 Data filename: Untitled.rck Page 7 of 7 rv. SUFFOLCO. HEALTHDE?1' APPROVAL, , .K . . . ',../, - • , t '. , - , , ..,...--\ ;C �'� STATEMENTOFJTENT it _ =�� �• `t�? ti� ; 4\ ' / ' -t • THE WATER SUPPLY_AND SEWAGE DISPOS." -r 9 - ../ -:--"-'''' // ". . �� i SYSTEMS:, FOR THIS AL;, - � .. _ ��!� �w�' /r tit Y l 1 RESIDENCE WILL CONFORM TO' THE STANDARDS ,.OF -THE .y' : t ;SUFFOLK„GO. DEPT. 'OF,,HEAL'TH. SERVICES: r 'r . ' 'N,0° '- ti ' :‘' ' (S) -- '-- �` °' f { APPLICANT 1.�� = r=r�� j ,, SUFFOLK' . COUNTY, DEPT. OF. , HEALTH' . . ' tg,,.,//,. 1 , ;`� �0 ;F,. �, y 7 SERVICES FOR APPROVAL ©F` • 0 CONST,RUC:TION'-ONLY'' ''04\\' ` , f , \ � ''\� 6c. f H:'•5. REF. NO.. ! -` .3-;.`� FGM. %_ 4= -Q-42`-e / • , t; , . • �, Yp. '� f t0.. 3 , SUFFOLK CO_'TAX MAP DESIGNATION,: ` FS j, fJ DIST. SECT•. BLOCK PCL. - N /' --;t=OCA; ..-.'-__'f7-' x-<), :',4„..-'.---ii ” ~, ; _...,,,,,,,,-)o.„--- -- Y- o.4 ., ' -.14/01....1s5.-: -----_ A- _ _. ,, { / - - , s` �„. - f . OWNERS'ADDRE5S: , �c .; `— ,r�?.4 ' `� E • 00.1 1-,;4 i...3 4 i ;="�: : .. 1` ` •L.\(1\ (z_E�r .1=s S-.�'14' 5.,; , L u e I I':.s•i ;' 2°zE • ,1.; t,1fi,� { �,- 1<:µCr6 dpi = • ; _ " ;;. r { .� •!?. -{ t a> i •t . , DEED: L 7`' ` I e l f t : 1• a ; �. iP .. TEST'HOLE E ' - G`I a III i ' :.STAMP" . �� 41`e 1 I �; f.' I 'QTWOI�3YEf!ALT,Ettanut Uk a�DITiGta a ® ,/ i to YWS SURVEY'IS A VIOLATION OF •i . - +._...,._.._.. C.••"�•!2 -^-----+ { l\l a 14.. , ' , »&� .�':!{r..,{. 3^" '� `IION 7209 OF-THE NEW YORE.STATE. -''' ' �' 1 { " E�..e a%0 , a-C c::E.r,, ' To- r.-f,1;' E.:f € I, .t�um—. - TOES') L,- raxsov Lew. .. _ o .. -..._ e...�. .__� I ,t° ES Off THIS SURVEY ro:caa'MOT Eo aYiS , V pu LAND E47e&E',.) E inti<il.SAL O , q`� A D p pL a {A_ -4' ^' I. . tr`y 7s <,( Ey. {+ P`rr :4}� �i1 Cr `4 4�b�` ,�$ S '_SFr;L S S<laL h1it3,E:r_vdi"i StEO "- 'w 1.- ..,1-.'-:k5 l 5�.� 4- {r . J'"�7 c..�f;S lir#'. Y.,.++ ....J 4.,.:d i j};:.. t.''�.-:�,'t .f`*•.,"�.• 1� .�9,i 0 e f:F i.3r�1�. !:-.1„. __-.. Lotiv t "SRANTEESSI ;CATE'HP,..",'ON' swA+.s ;a t .�7�, q L i�aj w°Y TO,,,THE„r^z its,t s�,� ^d�,O l,T4iF,°M Ntc }r p �' �, „.'!.' iS P M D, AHD ON Ni5'fi°S;=ld TO ;'t1# } ,_ --$''.U1..;' ? .g. of .. 'Gg r MILE CO Et:F3t EN AL.s,�s t' <. 'E. T a•,...a y� ry�� 'COUNTY DUMB }�g.���tig�p�{g1� { r- ¢y ° r•••;•-......c...., ^� y y[ % \0$�$G•{'d571TUTlOtd LISTED 61rgw 7 es, a F�"• <r. _ • •�, � .' s« .�. :- -1 , S6/i B'VLR1 K%�YV6A'1 1 IS6,EEa1117 ,V.Gr lTl1y1CIYL'�L7i - 171—L,E.E.. S ,` G,.^^,JV C"C.., l i,,, . - ,. `9,, '-• t''�$'�!F`¢''+, '$ ;• '" i..,„,,. ., .` ",..'''_ ''� .,."'" R.. _. JUL ` 1350 7.f.. . -._ ._ r_�.r_.,._�.' ,....__ - .r.Q.^.17'Gl9A@AA`TFARE PaUTit,olti`MA?u..nv `- ' , (r- c , ., H. D. # - ' - '`,..5`J�Fi,. tt''( }t• - •fSR'C'Sl''0�'Io�claA.iCi$'li:t-r'S7e n ^J.f�'f:GE...en.•', } ,- . „_ , ' - ' ' _ 'the}sewage disposal and eater supply '''.1.4-#442,12i9--4:61' - .�~�I.: >, $=`t - - CU/ 1?/?\t `Tw 3_` '0."C'$- , ',_,7'`,. " - , - , •: lities for this locati !l ® on_have been '' x ye' ...�. ,_ ,.f . a •r b this rt ent and Z nd Er .., ,rf*." -.'r:� -"'F .,^ ;, #� , f heated. y` ou +.pp, kr -. M tl°.-ld, Y 3! .Yc_.. p ,iia ry � _ 1 !{ l a+.' �r�•y�. 1M 4 .rn.�3. -+.•..sen__..<.-e.,..:y+F.+..._w._:,e. - LA be ®`Y���+GiV to ry• ) 0� v vMs �w '�L...-....._',.°t-s'P a"eA t, . ., ^•':,* { r x`/ . _ ., �""^^'�+ V WCC • � �_ f, k' . . _ — > . I - ; ._' -. - Chief of General Engineering RODERICK VAty TUYL, P:G:,,'� , ° � Servieee :r.._. .�'j w*_ .I +''bra :i ;'' - _ _ - - _ •, LICENSED'LAND'.SUR EYORS< < '' CREENPOR T • NEW YORK . • TELEDYNE POST N22035 i— - ' r 1 - i 1 . . .. . --i. 1 . ____ __ • -.. _. . I , --_ . --- • . -- ----'---- — - „ . . . . . , . -,.. . . FEE; e"-F.e.° IFY BUILDING' DER/rT.1:',•1ENT /T 765-1002 C.AM 10 4 PM FOR THE . . . • FOLLOWING 11•S.;:.F.Cilf.:Xr,;: - • 1. ECijNO,WO'l - TWO REQUIRED , FOR POURED CONCRETE . • . . . 2. ROUGH - FRP,.' K?, & PLUI•IDING H‘I , - 3. IKSULATION . . 1. t'l - CO;• LTRUCTION MUST RE CO:,TIETE FOR C.O. . , ALL CONSTRUCTION SHiLl.. M,EET THE- ., . • - REQUIREMENTS OF-I i•IE CODES OF NRW YORK STATE. NOT FF_SPONSF.'LE FOR . . t. DES!,T1 OR CONSTRUCTION ERRORS. -,. . - - . - , . GO% L( VT,"!--i ALL CODES OF • . . NEW Y07-11‹ S17-3Th. & TOWN CODES . , AS REQUIRED Al;if)-C-ONat-T-IeNS-QE_ . .. , --------. , SONttrttNINGTOARD- --_-- , . — -- CTG-11"--------•.. - . . . , . • • • CERTIFICATE N, ... .. . . .. OCCUPANCY OR . -: ., 1 - / , . . . WITI-IOUT CERT y . .,, ,:. . , .1 i 5 . ., . . .. 1 . . 1 11 / \ . . . . . , \ i - . .. ,. . . . . . „.. . . . ._ _ .. . . . , . . . .. s 'A - • ,. a. U0SFE 10. Sc c UNLAWFULupANc • . e , . ,. . . REIN STOP IVI VINCER ‘'SN°'F - • .. , 236 -3 • a.....m••••••• - ----... ti . . . PURSUANT -co NAPIER . . - • _ _ ., . .. I - . _______. t , . ._,........______ . . , . . _ / . / -\ - I .. , , . . / /........_ . ..._ .--....1. ;mil- ....1. I- • .. it . . . 11t I i. : - ‘ .t -r— . i ' • Of TliE TOWN CODE. - . . _ , . 1 N .... . . - ) __ _ .A. . . • ,....,,,,___ ____„.....„A.... ,.., _. . . ..,..., „ . • . . , , • . I . , P.- -•-• - 4 .-- ... I .. .. • • . - • ii ' . . . .. , : '- ... . . .. . ra,itilk4._ 4 . ., e . e . la k . Lit 1.44' ' ' - --- - , „..---...---......„A. k . • . . 4,” •. iiiIiik, lo, x • ._ _ ., zatagii iailaii;, irl LatISX _.. .7.._::_,-_ ._111711. SCALE*: -ANtROVED BY: DRAWN 4MMIIIMIllilM•1110M1111=0•10•1, . 1: t#I '.4 i4J BARtIMIS& , No" iiii ' f)-- • . 4.0 . ,................r 6,:i r.S.-- ' 0 . DATE i t.11/1KTV-tit-1-7- 1 A C., ' . REVISED.M.t.irKttitrXr— l' ,litiL 822• f,_+. . . ,. 4. tt.• --Cku-4-1h-6.51-tri- -i. - IF • ... _.. _ . . . ..... . . . DRAWING NUMBER I ea" 1 . N .. ., ... .. . _ , • I . ' - 0°D \-, • SO ,0 0, `ti,\o % Q \ \ - °ZsM SR - z' O to N 9 0 N _ 1 O� 1" ._(220 �N „, .3 i tpr 'o, ' N •o .o a StoR'i co, N 4- FR AME IU "' uouSE • ?3 4 ' PRcPosrJ et 1 F �-� p cK 0 .O GARAbE '0 •. t, I1,0_..__, (y N N N QJ N W , 16=6 s 44°Ie)%to'w 130.14- 3 GABAGE CD Z-"3)L3c, qt.-7/k,, PLOT PLAN . 017C. 1000 SEcc. 059 6t,ocK Z Pct_ S 4. s V • i. • % r 5. Ix • 1 e J } F 1 ,.... s ! I 1 NN„,,,...,\NN. 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")e'.- ,(-ai': ,,, . • . 1 1-I•k A.A..(-H I`.1 4-TIP1151;_m_ifi:_f. 5 C cn 0 t-i - ' , - _• _ 'St-TTr /z --;;;--T -0 - _ - I . , DRAWING NUMB _____ -.-- / * .. - - .VV_...k. „ , .-. - . - ' - t . - . . .. i R / s x //I ' ,- i . • s \ I -, ` - i ti_ R /,' ... ~ . T — — — - ;- i �i — --- f0ar i' ��Yor�T�t� ,I• j A1_ _ r>c-r crCs--it'R cr As i,w+t. I I �' N o W h«, RPry rs_1 crt. OA -. tnis1AL Tory_zi7t5 6ktos.1> - �/L I 5?6C- 4 Y w I II ' - - . 1 -0 - {to 0 t"- INC +� Si AtT . . \ -`II. r 1:os:2o •S�UUNb V� - ' ` j3:i7�TFC6Lp '�• -r�tg� ;� \IN,It .22A • :GALE:3 �a= I—�N APPROVED BY: DRAWN BYSj(IllCl� �,FSSIVAN�' -- - -- - REVISED Ii I I1 5-DTZ b. EVSTTi _ 6u. L:.. _1. - DRAWING NUM ER l • __ (`��'rjTFC.L'SLL�C7n1p �1NF�g(. orSs �o,lssliuct�un� - / 1 GENERAL NOTES: _ ELECTRICAL NOTES: • The information on this set of construction documents is to relate basic design WINDOW AND DOOR SCHEDULE intent and framing details. They are intended as a construction aid, not as a substitute for generally accepted good building practice and arc in compliance with • All electrical work to be BOARD OF FIRE UNDERWRITERS approved and to include current New York State building codes. The general contractor is responsible for installation of fixtures t specifications as indicated on plans. Light fixtures to be supplied by providing standard construction details and procedures to ensure a professionally owner and installed by contractor. GPI outlets required at bathrooms and exterior areas. Install finished, structurally sound and weatherproof completed product. all outlets as per code. All work is to be done in strict accordance with the New York State Code , by a licensed electrician. All new switches t outlets to be Levition, standard, supplied 4 installed CX245 CASEMENT 8.6 18.I 20 5 24.7 -32.4 50 I • General contractor to coordinate all subcontractors, scheduling of work and by contractor. Contractor to do all hook-ups as required for bathrooms. interaction between trades. CW24 CASEMENT 6.8 14,4 20 5 24.7 -32.4 50 1 • The contractor is responsible for ensuring that all work and construction meets FRAMING NOTES: CW 145 CASEMENT 7.5 8.0 10 4 25.9 -28.I 40 I EGRESS or exceeds current federal, state and local codes, ordinances and regulations, etc. FWG 1 206 1 1 _ F.W.GLIDER 30.98 49.7 50 5 23.2 -29.3 40 I PG UPGRADE REQUIRED These codes are to be considered as part of the specifications for this building plan. • All lumber Is to be Douglas Fir#2 or better at 16'on center • If in the course of construction, a condition exists which disagrees with that as • All wood framing in contact with concrete or masonry Is to be pressure treated. 'ACQ'designation ALL WINDOWS TO BE ANDERSEN,400 SERIES,UNLESS OTHERWISE SPECIFIED indicated on these drawings,the contractor shall stop work and notify the designer refers to current arsenic-free treated wood standards and shall take the place of'CCA' WINDOWS TO BE WHITE EXTERIOR,PREFINISHED WHITE INTERIOR;TRADITIONAL STYLE,WHITE FINISH LOCKS it HARDWARE AND FULL EXTERIOR SCREENS it the engineer immediately. Should he fail to follow this procedure and continue work, he shall assume all responsibility and liability arising therefrom. COLONIAL STYLE GRILLES,PERMANENT EXTERIOR, 3/4'WIDTH • All TJI's are to be installed in accordance with the manufacturer's specifications and shall include • Dimensions take precedent over scale -DO NOT SCALE DRAWINGS. squash blocking web stiffeners at bearing points on girders and other load bearing areas CALCULATIONS FOR WINDOWS BASED UPON EXPOSU RE B • MUST HAVE PG UPGRADE KIT. • The designer has not been engaged for construction supervision and assumes no • Structural Steel ASTM A3G - FY= 36 K51 COEFFICIENT I .0 WITH 120 mph BASIC WIND SPEED. AS PER E MEETS NY STATE EGRESS REQUIREMENTS responsibility for construction coordinating with these plans, nor responsibility for construction means, methods,techniques, sequences or proceedures or for saftey • All straps, connectors, plates, bolts, nails, etc. are to be galvanized. Designated connectors,straps, TABLE R 30 I.2 (2) NEW YORK STATE BUILDING CODE. FOR HABITABLE SPACE. precautions and programs in connection with the work indicated. There are no etc. on these drawings are my by Simpson unless otherwise indicated. All connectors, straps, etc.are to be "' CUSTOM GRILLES-SEE ELEVATIONS warranties for a specific use expressed or implied in the use of these plans. nailed/bolted in accordance with the manufacturer's specifications. • Contractor to provide hardwired smoke detectors, with battery back up,and with WALL OPENINGS INCLUDING WINDOWS AND DOORS SHALL BE PROTECTED WITH REMOVEABLE 5/8'WOOD STRUCTURAL PANELS no intervening switches, on all floors and in each bedroom. Verify with local code • All floor sheathing is to be,'AC type plywood,tongue 4 groove and shall be glued and screwed to WITH MAXIMUM OF 8'-0'SPAN. FASTENERS FOR SPANS UP TO 6'-0'SHALL BE 2 I/2 -#8 WOOD SCREWS AT I C'0/C, FASTENERS requirements as per Section R3 17 New York State Residential Construciton Code. the floor joists(6'o.c. edges it I 2'o.c. field) FOR SPANS UP TO 8'-0'SHALL BE 2 1/2'-#8 AT 1 2'0/C. TABLE 301.2.1.2 Install carbon monoxide detectors as per code. _ • Solid blocking is to be installed every 8'-0"max. or mid span of all floor joists with spans exceeding FOUNDATION NOTES: 8'-0'. Blocking is to be installed at all point load bearing points. ALL UNITS MUST MEET OR EXCEED THE MINIMUM DESIGN PRESSURE REQUIRED,ANY MULLED UNITS MUST MEET OR EXCEED I.5 TIMES THE DESIGN PRESSURE REQUIRED AND MUST TRANSFER LOADS TO THE ROUGH OPENING SUBSTRATE. ALL EXTERIOR • General contractor to review plans, elevations and details to determine • Install double joists under all partitions running parallel GLAZING MUST MEET ASTM E 1996 TEST REQUIREMENTS AS PER NEW YORK STATE RESIDENTIAL CONSTRUCTION CODE. intended heights of finished floor above typical grade. REFER TO SECTION R 1609.I.4 FOR ALTERNATIVE OPENING PROTECTION. • All exterior wall headers to be 2-LVL's as indicated on floor plans 4 sections and all interior • Footings shall bear on undisturbed soil within bearing capacity of I.5 tons/sq.ft, headers are to be 2-2'x 8"unless otherwise noted. All headers exceeding 5'-0'shall have a double jack stud with a single king stud it on exterior walls provide double sill plate(typical). • Concrete shall be FC = 3,500 PSI @ 28 days • Provide Insulation baffles at cave vents between rafters and soffit vents as indicated ALTERNATIVE FOR OPENING PROTECTION • Concrete on 4'sand or gravel fill minimum, with 6x6 - 10/1 0 welded wire mesh on plans reinforcement. Interior slabs to be placed on C mil. stabilized polyethylene vapor barrier. Welded wire mesh is to be placed in the top third of the slab and is to beWOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16'AND MAXIMUM PANEL SPAN OF 8-0" Exterior flashing is to be adequately installed at all connections between roofs,walls, adequately supported by precast concrete bar supports to assure that the reinforcementchimneys, projections and penetrations as required by approved constrction practices. SHALL BE PERMITTED FOR OPENING PROTECTION IN ON AND TWO STORY BUILDINGS. PANELS Is held in position during concrete placement and finishing. SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. FLOOR PLAN NOTES: (REFER TO SECTION 1609.1.4 AND 1609.6.5 AND TABLE 1609.I.4) • Isolation joints are to be installed between the slab and the walls. Use preformed joint filler that is to be cut 1/2' below the slab surface and the resulting joint is to be filled Dimensions shall take precedent over scale drawings, DO NOT SCALE DRAWINGS • TABLE I 609. 1 .4 with an elastomerlcjoint sealant. • General contractor to install cop-r-tex(or copper) sheet metal termite sheilds All interior walls to be covered with gyspusm board with metal corner reinforcing. All WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS • between all wood surfaces that are exposed to concrete or masonry surfaces. drywall products. including gypsum board, screw,joint compound,tapes 4 trim shall be U.S. Gypsum Co. or approved equal. All joints shall recieve 3 coats of joint treatment. Sand final FASTENER SPACING(INCHES) • Dampproof exterior of foundation wall with a bituminous coating; Foundation coat to a uniform smooth surface. All walls, ceiling and interior of closets to be taped and PANEL SPAN< 2'-2'-O"<PANEL 4'-O"< PANEL 6'-O'<PANEL excavation Is not to be backfilled prior to the installation of the floor framing. spackled, 3 coats, ready for paint. FASTENER TYPE 0' SPAN<4'-0` SPAN<6'-0" SPAN<8'-0° PLUMBING HVAC NOTES: • Insulation ratings and installation locations as indicated on floor plans t sections 2 I/2" #6 WOOD SCREWS I C I6 12 9 • Walls common to garage and house to have a layer of gg'fire rated gypsum board at 2 1/2' 118 WOOD SCREWS 16 I C 16 12 • All plumbing work shall be done by a duly licensed plumber and must conform and adhere , garage side with 5'-0'return on adjacent walls 4 telling. Provide 2 layers of g'fire rated to all New York State building codes 4 saftey requirements. gypsum board on all engineered lumber as required bymanufacturers specifications A.THIS TABLE IS BASED ON A MAXIMUM WIND SPEED(3 SECOND GUST)OF 130 MPH AND MEAN ROOF • If wall plates or joists are cut during the installation of plumbing fixtures or equipment HEIGHT OF 33'-O'OR LESS • All bath 4 kitchen area walls and ceilings adjacent to wet areas to have water resistant B. FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL. contractor must provide appropriate bracing to tie framing back together. drywall.andprovide wonderboard for all areas set to recieve tile. Iy , C. WHERE SCREWS ARE ATTACHED TO MASONRY OR MASONRY/STUCCO,THEY SHALL BE • Baseboard heating is to be hot water and zoned. Plumbing contractor is to ATTACHED UTILIZING VIBRATION RESISTANT ANCHORS HAVING A MINIMUM WITHDRAWL adeguately size the system and place the baseboards in an unobstructive location in each room CAPACITY OF 490 LBS. required to recieve heat. Minimum of one thermostat for each zone will be required. • • Mechanical subcontractor is responsible for adhering to all applicable codes and saftely requirements. • MVAC subcontractor to fully coordinate system data it requirements with the equipment supplier and to provide final system layout drawing and submit it to general contractor, owner and equipment supplier for final review 4 approval. / ,rte '""`\� � ICIP ' ' rp/p/py"nnrrr� 13M,I. \9 xtl .4.7 .r} ♦� o+\Irl �/a .,', .a,�,V'822 f‹,4 A SS100- Gc v-A-rek 1<e h kNY NAILING SCHEDULE 2001 SBC NIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL 1 JOINT DESCRIPTION NAIL QUALITY NAIL SPACING RAFTER 111411111411 RAFTE NOTCHED RAFTER a 11441 ' ROOF FRAMING •R DG[R 01°N RIDGE RAFTER a TOP PLATE1' RAFTER TO TOP PLATE TOE NAILED 8'-O"WALL:3-8d PER RAFTER /pi.�� 1' 10'-0"WALL:4-8d PER RAFTER PPPIPT 1 TOP PLATE �� \,/ri° CEILING JOIST TO TOP PLATE TOE NAILED 8'-O'WALL:3-8d PER JOIST 0II \ WALL STUD �/ I O'-O'WALL:4-8d PER JOIST �' WALL STUD \, a i ° CEILING JOIST TO PARALLEL RAFTER FACE NAILED SEE TABLE 3.7 EACH LAP y CEILING JOIST LAPS OVER PARTITIONS FACE NAILED SEE TABLE 3.7 EACH LAP - TYPICAL RIDGE TO RAFTER STRAPPING TYPICAL RIDGE BEAM TO RAFTER STRAPPING TYPICAL RAFTER TO WALL STUD CONNECTION ALTERNATIVE RAFTER TO WAIL STUD CONNECTION COLLAR TIE TO RAFTER FACE NAILED SEE TABLE 3.4 PER TIE BLOCKING TO RAFTER TOE NAILED 2-8d EACH END RIM BOARD TO RAFTER END NAILED 2-I Gd EACH END ��� WALL FRAMING ii '��� TOP PLATE TO TOP PLATE FACE NAILED 2-I 6d " PER FOOT 2ND. FLOOR WALL STUD KING STUDS TOP PLATES AT INTERSECTIONS FACE NAILED 4-1 Gd JOINTS-EACH SIDE ` , I1. �� CRIPPLE STUD lull STUD TO STUD FACE NAILED 2-1 6d 24"0/C I wooD Joisr �►: , 2ND. F OOB PSRAi t �� ` a HEADER TO HEADER FACE NAILED 16d 16"O/C ALONG EDGES WOOD JOIST p TOP OR BOTTOM PLATE TO STUD END NAILED X4 STUD � IRIM BOARD1 HEADER "1 i `' 2 16d PER 2BLOCKING `� r,' 411\1111.„ 1 ia II JOIST HANGER 4` II ii I�I 3-I6d PER 2X6 STUD •1 ► 1►,I 1 �� WOO I'�II I `� � ! GIRDER/11EADER 1,14A a g% ' I' 1ST. FLOOR TOP PLATES 1 ` JACK STUDS iIa '( 4-1 6d PER 2X8 STUDWOOD GIRDER �►,�-0 1 WOOD JOIST 4� a Ii; � ' J (I', BOTTOM PLATE TO FLOOR JOIST, F I� I 15T FLOOR WALL STUD I '�1 BANDJOIST,END JOIST,OR BLOCKING FACE NAILED 2-1 6d •' ^- PER FOOT a 1r JOIST FRAMING OVER WOOD GIRDER JOIST FRAMING FLUSH WITH GIRDER/HEADER I TYPICAL HEADER CONNECTION FLOOR FRAMING JOIST TO SILL,TOP PLATE,OR GIRDER TOE NAILED 4-8d PER JOIST TYPICAL MULTI-STORY CONNECTIONS BRIDGING TO JOIST TOE NAILED 2-8d EACH END BLOCKING TO JOIST TOE NAILED 2-8d EACH END ' METAL HOLD- BLOCKING TO SILL OR TOP PLATE TOE NAILED 3-1 Gd EACH BLOCK WALL STUD `ia] DOWN STRAP LEDGER STRIP TO BEAM FACE NAILED 3-16d EACH JOIST BOTTOM PLATE 38-I Gd SINKER �►.w SUB FLOOR Iii JOIST ON LEDGER TO BEAM TOE NAILED 3-8d PER JOIST WALL STUD 'a DOUBLE JOIST a II • NAILS AS PER 3- 2"X4"WD STUD BOTTOM PLATE `'� a 15T. FLOOR WALL STUD MANUFACTURER �@ CORNER TYP. BAND JOIST TO JOIST END NAILED 3-16d PER JOIST BArriTUB , '. \%' II roma" 2"x4"SILL BAND JOIST TO SILL OR TOP PLATE TOE NAILED 2-16d PER FOOT DOUBLE JOIST :NIP I`N ��,I IST. FLOOR PLATE �� PLATE 107, 1 If SUBPLOOR ai '� �� ROOF SHEATHING ' II RIM BOARD 11419 \' �'� RIM JOIST TYP. 101 DOUBLE JOIST FOR NON-BEARING WALLS �jA I'I DBL.SILL PLATE STRUCTURAL PANELS • DOUBLE SILL PLATE ` 'VIII ANCHOR BOLT Q I l j (I)N4 RESAR IN 4'PERIMETER EDGE 70NF- 16"O/C-6'AT PANEL EDGES DOUBLE JOIST FOR UNDER A BATHTUB FOUNDATION WALL !1 I�'' •SHEAR CONE-MIN. 8d AND AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD \•' 12'LENGTH PROVIDE 1/2"SPACING �� 30"MIN. �� FOUNDATION f JITFRIOR 7ONF- 16"0/C-G"AT PANEL EDGES AND 12'AT BETWEEN THE END STUD `�yI REBAR LENGTH �, -W WALL TYP. 8d INTERMEDIATE SUPPORTS IN THE PANEL FIELD AND THE 2 OTHER STUDS II I/2"MIN. FOR ROOF SHEATHING WITHIN 4'4O"OF THE PERIMETER EDGE OF THE ROOF.INCLUDING 4'-0"ON EACH SIDE OF THE ROOF PEAK.THE 4'-0"PERIMETER FOR ALLOWING CONNECT CORNER STUD SILL GASKET HOLDDOWN INSTALLATION �� TO TRANSFER SHEAR I ST. FLOOR TO FOUNDATION CONNECTIONS FROM CORNER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED. d FASTEN W IF: (2) 6d TERMITE SHIELD /� COMMON NAILS @ G"O.C. METAL HOLD-DOWN/UPLIFT ANCHOR DBL.SILL PLATES CEILING SHEATHING ` SIDEWALL ,;` \ ENDWALL WIND RESISTANT CONSTRUCTION CONNECTORS GYPSUM WALLBOARD 5d COOLERS 7"EDGE/ 10"FIELD (TO OVERLAP JOINTS) �"r, �; �� FOUNDATION WALL —0 �/ WALL SHEATHING \ SHEAR WALL CORNER CONNECTION CONNECTION LOCATION: PART NUMBER: NOTES: STRUCTURAL PANELS 8d 4'FPGF 70NF- 16"0/C-G"AT PANEL EDGES AND 12'AT RIDGE-TO-RAFTERS C520 @ 2 I" APPLY TO EACH PAIR OF RAFTERS . INTERMEDIATE SUPPORTS IN THE PANEL FIELD SILL PLATES TO FOUNDATION ANCHORING RAFTER-TO-WALL H7 APPLY TO EACH RAFTER 8d INTERIOR 7ONF - 16"0/C-6"AT PANEL EDGES AND I 2"AT APPLY TO EACH RAFTER INTERMEDIATE SUPPORTS IN THE PANEL FIELD RAFTER-TO-PLATE 118 or 112.5 FIBERBOARD PANELS 7/16" Gd 3"EDGE/6'FIELD . CONSTRUCTION DETAILS 4 WIND LOAD PATH CONNECTION DETAILS 25/32' 8d 3'EDGE/6'FIELD NOT TO SCALE PLATE-TO-WALL STUD C520 @ 18" APPLY TO EACH WALL STUD GYPSUM WALLBOARD 5d COOLERS 7"EDGE/ 10"FIELD 2ND. FLOOR WALL-TO-1ST. FLOOR WALL LFTA or C520 @ 36" APPLY TO EACH WALL STUD 8d 4'EDGE ZONE- 16"0/C-6"AT PANEL EDGES AND 12'AT HEADER-TO-JACK STUD C520 @ 12" APPLY TO EACH JACK STUD HARDBOARD INTERMEDIATE SUPPORTS IN THE PANEL FIELD 8d INTERIOR ZONE- I C"0/C-G"AT PANEL EDGES AND 12"AT CRIPPLE STUD-TO-HEADER H3 APPLY TO EACH CRIPPLE STUD INTERMEDIATE SUPPORTS IN THE PANEL FIELD SHEAR WALL HOLDDOWN ANCHOR SSTB 16 APPLY TO EACH SIDEWALL END _ WRAP UNDER DOUBLE SILL PLATE FLOOR SHEATHING GENERAL WIND PROTECTION CONNECTION NOTES IST. FLOOR-UNDER-SILL PLATE CS20 (USE WITH 3" SQUARE WASHERS) STRUCTURAL PANELS- I"OR LESS 8d G"EDGE/ 12"FIELD Adapted from Standard for Hurricane Resistant Residential Construction; SSTD — I 0-99 and 1995 SBC High Wind Edition Wood Frame Construction USE THE FOLLOWING OR APPROVED SIMPSON METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. ' Nailing requirements are based on wall sheathing nailed C inches O.C.at the panel edge. If wall sheathing is nailed 3 inches O.C.at the panel edge to obtain Fasteners and Connectors for Wood Frame Construction FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. higher shear capacities, nailing requirements for structural members shall be doubled,or alternate connectors,such as shear plates,shall be used to maintain the load path. I . A continuous load path between footings, foundations walls, floors, studs and roof framing shall be provided. ' When wall sheathing is continuous over connected members,the tabulated number of nails shall be permitted to be reduced to I-16d nail per foot. DESIGN LOAD CALCULATIONS •,Corrosion resistant I I gage roofing nails and I G gage staples are 1permitted,check IBC for additional requirements. ) 2. Approved connectors, anchors and other fastening devices not included in the Standard Building Code, Table 2306. I shall be installed in accordance with MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS(ibsf) manufacturer's recommendations. EXTERIOR BALCONIES GO CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA 3. Metal plates, connectors, screws, bolts, and nails exposed directly to the DECKS 40 WEATHERING SEVERE weather or subject to salt corrosion in costal areas, shall be stainless steel or ATTICS WITHOUT STORAGE 30 FROST LINE DEPTH 3"-0" hot dippedgalvanized. TABLE R30 I .6 TERMITE MODERATE TO HEAVY l'p ATTICS WITH STORAGE 40 4. Where windows and doors interrupt wood structural panel sheathing and ROOMS(OTHER THAN SLEEPING ROOMS) 40 DECAY SLIGHT TO MODERATE siding, framing anchors or connectors shall be provided at the top and bottom SLEEPING ROOMS 30 ALLOWABLE DEFLECTION OF STRUCTURAL MEMEBERS WINTER DESIGN TEMP. I I of cripple studs, header studs, and at least one stud at each side of opening. STRUCTURAL MEMBER ALLOWABLE DEFLECTION ICE SHIELD UNDER- AS PER MANUFACTURER'S CRITERIA FOR CALCULATION OF DEAD LOAD LAYMENT REQUIRED SPECIFICATIONS/STATE CODE 5. Ridge straps shall be attached to each air of opposing rafters except where ACTUAL WEIGHTS OF MATERIALS REFERENCED TO A.I.A. Rafters having slopes greater U180 OF ; 1� collar ties of 1x6 or 2x4 lumber is locatedin upper third of attics ace and than 3/1 2 with no finished ceiling FLOOD HAZARDS ' �Op�'' `;� l pp ARCHITECTURAL GRAPHIC STANDARDS attach to each pair of rafters. attached to rafters t �416 G. Uplift connectors shall be provided at each rafter bearing. SNOW Interior walls it partitions H/I 80 ; : k8 7. Floor to floor hold-downs to be provided every 48, and every 16'' within 4' GROUND SNOW LOAD 45 lbs. Floors 4 plastered ceilings L/360 P"" Hi: 4 .All other structural memebers 11240 1' kt ro of exterior corners. � '`.� 444, SEISMIC Exterior walls with plaster or H/360 f ' �``'822� �4 8. Sill Plate to Foundation Anchorage: Sill plate shall be anchored to the DESIGN CATEGORY B stucco finish � A foundation with anchor bolts having a min. bolt diameter of 5/8"and 3"x 3"x Exterior walls- wind loads with 11240 MOO -- Exterior washers. A minimum of one anchor bolt shall be provided within 6 to 12 inches of each end of each plate. Anchor bolts shall have a minimum embedment WIND brittle finishes of 7 inches in concrete/ masonry foundations. Anchor bolts shall be located WIND SPEED 120 mph Exterior walls- wind loads with 111 20 within 12 inches of corners and at spacing not exceeding 4 feet on center. EXPOSURE CATEGORY B flexible finishes G--e-Y-Afd, l<Cu1'a-IJ%I.J 1 E