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HomeMy WebLinkAbout45186-Z o�SUFFOi Town of Southold 10/20/2022 P.O.Box 1179 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 43510 Date: 10/20/2022 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 730 Pine Neck Rd, Southold SCTM#: 473889 Sec/Block/Lot: 70.-8-17 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 8/26/2020 pursuant to which Building Permit No. 45186 dated 9/10/2020 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 additions, including deck,to existing single family dwelling as qpplied for. The certificate is issued to Succoso,Cynthia of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 45186 10/5/2022 PLUMBERS CERTIFICATION DATED A riz ignature -Al o�SuFFQ��'i TOWN OF SOUTHOLD �� yy BUILDING DEPARTMENT a TOWN CLERK'S OFFICE oy • ,'{ 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#: 45186 Date: 9/10/2020 Permission is hereby granted to: Succoso, Cynthia 26 Stillwater Ave Massapequa, NY 11758 To: construct a deck addition as applied for. At premises located at: 730 Pine Neck Rd, Southold SCTM #473889 Sec/Block/Lot# 70.-8-17 Pursuant to application dated 8/26/2020 and approved by the Building Inspector. To expire on 3/12/2022. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $302.40 CO-ADDITION TO DWELLING $50.00 Total: $352.40 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. i 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy- $.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 / Date. New Construction: V— Old or Pre-existing Building: (check one) Location of Property: / 30 Yi U Me& P�; 51A01d M�' //9 House No. Street Hamlet Owner or Owners of Property:�ry) 1,0 SU e�pSO Suffolk County Tax Map No 1000, Section 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: $ Appl cant Signature SO!/T�ol 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G Q ,�. • o sean.devlinCcD-town.southold.ny.us Southold,NY 11971-0959 Q a c4UNTY,Nc� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Cynthia Succoso Address: 730 Pine Neck Rd city:Southold st: NY zip: 11971 Building Permit#: 45186 Section: 70 Block: $ Lot: 17 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Eagle Electrical Group License No: 41622ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Commerical Outdoor X 1st Floor Pool New X Renovation 2nd Floor Hot Tub Addition X Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 12 Ceiling Fixtures 3 Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt 6 Wall Fixtures 2 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 12 CO2 Detectors Sub Panel A/C Blower Range Recpt Gas Ceiling Fan 1 Combo Smoke/CO Transformer UC Lights Dryer Recpt Emergency Fixture Time Clocks Disconnect Switches 4 4'LED Exit Fixtures Pump Other Equipment: Fridge, Oven, DW, Micro/ Hood Notes: Den Addition Inspector Signature: Date: October 5, 2022 S. Devlin-Cert Electrical Compliance Form pF SOUTyo6 # TOWN OF SOUTHOLD BUILDING DEPT. �ycoorm `' 765-1802 : INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] OUNDATION 2ND [ ] INSULATION/CAUL-KING [ FRAMING/STRAPPIN [ ] FINAL [ ] FIREPLACE & CHIMNEY [` ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] .FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] 'PRE C/O REMARKS: 617A� VIL)t v :11 Covk6/z DATE I y0 INSPECTOR Qka A%VWI& Of S OUTyo 111 * # TOWN OVSOUTHOL'D BUILDING DEPT. �ycou765-1802 I-NSPECTION [ ] FOUNDATION 1ST [ ] UGH PLBG. [f] FRAMING OUNDATION 2ND [ INSULATIONICAULKING [ /STRAPPING_ [ ] FINAL FIREPLACE &CHIMNEY [ ] FIRE SAFETY'INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ :] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) -[ ] CODE VIOLATION [ ] PRE C/O REMARKS:- �7 (d_de P/V DATE ?-O INSPECTOR SOUTyO --- 1 # # TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 INSPECTION -F UNDATION 1ST [ ] ROUGH PLBG. [ ] OUNDATION 2ND [ ] INSULATION/CAULKING [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: 6VT- �2 -0 INSPECTOR ho�aOF SOUTyO� �� b(eO C) "PI!v 9" 9 V # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 :. . .,- . .-_. 'INSPECTION [ ] FOUNDATION 1ST - . . 7-[ ] ROUGH PLBG. [ ] FOUNDATION 2ND , - - [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE &CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION, [ ] FIRE RESISTANT PENETRATION [ ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ l ] CODE VIOLATION [ ] PRE C/O REMARKS: Ic, o DATE - Z 1'2,-( INSPECTOR sours } # TOWN OF SOUTHOLD BUILDING DEPT. . 765-1-802 :INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG.. [ ] FOUNDATION 2ND [ . ] I ULATION/CAULKI G �. 4 [ ] FRAMING/STRAPPING [ FINAL SWV0Pn [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY,INSPECTION ] FIRE RESISTANT CONSTRUCTION [ ]--FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ PRE C/O REMARKS: C G DATE �� (7O Y� INSPECTOR SOUly06 H # f TOWN OF SOUTHOLD BUILDING DEPT. °`y�auMv ' 765-1802 INSPECTION . .. [ ] FOUNDATION IST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY lNSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ]- FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION rl PRE C/O ,, REMARKS: 1 �1 TP/`✓�t, ' ri oco o A.Y-u- /9 A-rc X-) W �, Li � ` 4 DATE 1-7 INSPECTOR OE SO11-112 UI,yO� As� # # TOWN OF SOUTHOLD BUILDING DEPT. cou631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FI AFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] RE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: vr v✓ DATE 101 L INSPECTOR �t I { x r .l F 4 +�...w3[ ,r.�ir<dRCfY�eti#Yale!'- Ort 'r '.,� .� : .,.. ���, ' ' - -- ��� � ���" � " � ���� s� a t i i y11 { A� g00 ni. " e' a 4 � SnXt � J F j• � � , 77 �_ k w i r t " _ e j T '• low I _ ". i f _ Wil { t � � ,::�.�.:�_j,i ,�. ,:= r ` P °AMf J �� � .� ... �� � � `` %,I +'I I i i i I b�. _.. "ts{: _ _. .. � err{ ij F i` �L 1,.R 1 �. � 9 � I. �� �_;> i �� '�'�� r � �,. f � �. -+,;�. <• � � -�. `i p,r sr � .- c AS� a _ �� � �, r s 1 ����. �. � Y _ -W. �, � t al�, • 1 • ------------ FOUNDATION(ZND) ROUGH FRAMING PLUMBING ME UYL ml wall ram WROA,M- 1KIMf SOF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST �ING DEPARTMENT yo �)G )( Do you have or need the following,before applying? /N HALL I 1 Board of Health �THOLD,NY 11971 4 sets of Building Plans / : (631) 765-1802 Planning Board approval 14i: (631) 765-9502 Ti Survey 'outholdtownny.gov PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit :xamined 120 Single&Separate Truss Identification Form Storm-Water Assessment Form ZJ I Contact: kpproved _120 Mail to: disapproved a/c Phone: (p ' :xpiration _,20 Building Inspector n _ :1 `-' AUG 2 6 2020 APPLICATION FOR BUILDING PERMIT �j��1S 7� Bun DING DEPT' INSTRUCTIONS Date /0 520,2-0 a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 ;ets 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 ;hall 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 ssues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of ssuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the )roperty have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an iddition 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 3uilding Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Zegulations,;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 mthonzed'inspectors on premises and in building for necessary inspections. a�2wu�_Ly� (91knature o applicant or name,if a corporation) '739 P ne Ned;�q1,4AQ/d Af f r/971 (Mailing ad ess of applicant) T State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Owner Vame of owner of premises �y y� q �U cc0 5 0 (As on the tax roll or latest deed) [f applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Dther Trade's License No. s } 1. Location of land on w ich proposed workill be done: 730 hoe fUec1'-' n'o-Mod lig -1% House Number Street Hamlet County Tax Map No. 1000 Section '�� Block Lot Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy ..pQ r t,t,n A oCC,y as n c J en j 6 q o at b. Intended use and occupancy \16e1 t/ f" W(ld ®CC t„Oa n c / a rld 'e n i o,r ✓r_Q&7 3. Nature of work(check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work_40WV (Description) 4. Estimated Cost "Tfp[�p Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units Number of dwelling units on each floor If garage, number of cars 5. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories S. Dimensions of entire new construction: Front Rear Depth Height Number of Stories �. Size of lot: Front Rear 115 Depth 1/ 5 10. Date of Purchase / Name of Former Owner 1-1 nalo of S`�- 11. Zone or use district in which premises are situated YP51&nfic 1 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO_Z 13. Will lot be re-graded? YES NO Will excess fill be removed from premises? YES NO 14. Names of Owner of premisesZ�d�A/4 �t/cc.5dAddress730 trle eC/ •Phone No.('16)635-606-' Name of Architect Address Phone No Name of Contractor Ke n j{?� f Ll►r+ Ce Address Phone No.6 4>4,1 3 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale,with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO� * IF YES,PROVIDE A COPY. CONNIE,D.BUNCH STATE OF NEW YORK) Notary Public,State of New York SS: No.01 BU6185050 COUNTY OF ) Qualified in Suffolk County Commission Expires April 14,2aj being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and o 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 th' day of 2ocID Notary Public Signature of Applicant ?UILDING DEPARTMENT-Electrical Inspector G G, TOWN OF SOUTHOLD :� ,y , .' ,:; B 2021 z Town Hall Annex - 54375 Main Road = POB Ox 11.79 o. • Southold, New York 11971-0959 �[ _Telephone (631) 765-1802 - FAX (631) 765-9502 l rogerr southoldtownny.gov seand(a�southoldtownny..gov o APPLICATION FOR .ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: - `. -12 -:9.I Company Name: Name: .P\.�-,. 'A ) ; License No. f 622 AL email: ri �p° a rte ijral� 6M. Phone No: Ire. nest an ail co -of Ce ficate of Compliance - `7 Q- Q pY p Address.: . v JOB SITE INFORMATION III nformation Required) 0 Name: S U C.eDSo - Address: �n.e. Qck v OaJA S Cross Street: Hyl. Phone No..: C51(O:)-. -qq55 5 . y Bld :Permit#: email: d ccv; c, 1 rna n, OM g �151. � � Tax Map District: 1000 Section:. .. Block:. Lot: .� BRIEF`DESCRIPTION OF WOR`K�(Please Print Clearly) ���. -- .jJ ti . Check All That Apply: Is job ready for inspection?: OYES 0 NO Rough In OFinal Do you need a Tem Certificate?: YES ®.NO Issued On Temp Information: (All information required) Service Size 01 Ph 03 Ph Size: A # Meters Old Meter# ❑NeW Service 0 Service Reconnect Q Underground Overhead 1 #.Underground Laterals 01 02 QH- Frame Pole Work done.on Service? Ely . Q N Additional-Information: pVo 'PAYMENT DUE WITH APPLICATION cl Electrical Inspection Form 2020.xlsx ffOL' ,.BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD 8 2021 AD. Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 :O ' ' `= "°`° Telephone (631) 765-1802 - FAX (631) 765-9502 ro qerr(a-southoldtownny.gov - seand(&,southbldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All information,Required) Date: . 21 Company Name: Name: M,t-64k"I License No.: email: -e_ 'CA ggiAp amal c6m, Phone NO: W-47 56 Ell request an Wnail ropy of CeMfica.6"of-Compliance Address.: J013 SITE INFORMATION (Ali information Required) Name* oh S U C C_0 SO^ Address: -7 P ane.. Mec�k oaA 56A)0' Jd N-J J Cross Street. j\A e rs "si E. Phone No.: (511,� Bldg.Permit# its !9 to email: V CCQa �5c) ihrnn/ ' 6ry) 1 Tax Map District: 1000, Section: `7 Block: Lot: 1-7 BRIEF DESCRIPTION OF WORK(Please Print Clearly) Check All That Apply: Is job ready for inspection?: OYES E]NO gRough In E]Final Do you need a Temp Certificate?: DYES ONO issued On Temp Information, . (All information required). Service Size F-11 Ph [__13 Ph Size: A # Meters Old Meter# 0 New Service ElService Reconnect EJ Underground F]Overhead 1#1 Underground Laterals D1 D2 DH Frame E]Pole Work done on Service? Ely [:]N Additional Information: �,C) PAYMENT DUE WITH APPLICATION Electrical Inspection Forrn 2020.xlsx PERMIT# Address: Switches Outlets_ I GFI's Surface t Sconces \I HH's �y f UC Lts Fans Fridge HW Exhaust Oven Dryer Smokes DW r' Service Carbon Micro Generator Combo Cooktop Transfer AC AH Mini Special: Comments: pF SOUjyol 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 • Q Southold,NY 11971-0959 a �yC0UNT1,� BUILDING DEPARTMENT January 26, 2022 TOWN OF SOUTHOLD Succoso, Cynthia 26 Stillwater Ave Massapequa, NY 11758 RE: Manufacturers specifications of fire place to identify whether it is gas or wood. TO WHOM IT MAY CONCERN: The items marked below are required to obtain your Certificate of Occupancy Application for Certificate of Occupancy. (Enclosed) X Electrical Underwriters Certificate. A fee of$50.00. Final Survey with Health Department Approval. Plumbers Solder Certificate or Pex Affidavit Trustees Certificate of Compliance. (Town Trustees # 765-1892) Final Planning Board Approval. (Planning # 765-1938) Final Fire Inspection from Fire Marshall. (631-765-1802) Final Landmark Preservation approval. Final Elevation Certificate required. Final Storm Water Runoff Approval from Town Engineer Insulation certification from a NYS licensed architect or Engineer BUILDING PERMIT: 45186-Z Deck addition SYMBOL LEGEND GRAPHIC SCALE 0 la 20- OIL- M 0 IN do .7 A....... I ineb - 20 tL GUARANTEED TO: nDaJrr NATIONAL 7ITLE WSLORANCE COUAPNY SArEPORT AGENCY.LLC CL40Y succoso 4s, 0M1 V�CR04-0 Owl -116:00. zo Ad OFMAY 26. jo 2- PORCH f COM Lto or PAPO S MANN Wr 7 p 67 C7 DEVZLOPAWNr CORP. M LOF00 TAX for za 4f MAP OF FArRVIAT PARS_ MAP&"88 Lar rAX LOT AREA Lor 27 MAP OF FAIRVIEff PARK MAP 0388 S-CALICE LAND VE-I'l N- "G R.C. suRvu of PROPERTY :1 V, SMIATE SOUTHOLD. TOWN, OF SOUTHOLD Cie ......�. -41 - COUNTY,'. NEW YORK I 17 SUFFOLK R-.'SX.V. MEVY"kL 11sc SUFFOLK.TAX MAP.No.. DATE-Sq fl MEW LI „ GENF,," �10TES: ---- -- - --'---- - ,usmse.asasaa•arm*� • / ,ti.- I :., ! > /,,, I ~�R� x•91•-,+�'�i t��`"' _ i s: t, . .' . . . E �.a ,._ HESE I)KAWIN S 1 �,,,.----•'" !�i'ixf�-.�' .w--. r -,• /-. ,-., .-.r_-_.:,_.,,,.,� /,,,,-_,._ ,_ ;y r IT LAVE BEEN PREPARED BY THE UNDERSIGNED&TO THE BEST O THE UNDERSIGNED'S KNOWLEDGE,BELIEF& , PROFESS[ONAL JU %1 ENT ARI;IN COMPLIANCE WITH THE 2020 RESIDENTIAL CODE O NEW YORK STATE. 8301.1.1 DESIGN CRITERIA SYMBOL LEGEND T : , t, : : i. rd a; �•�l .:: r, 7A GRAPHIC SCALE _ AN WOOD COUNCIL WOOD FRAME CONSTRUCTI AL FOR ONE&TWO FAAfILY ' � INiACCOKDANCE WITLI'fHE AMEBIC O MANU (,a^i ►C'w !IATE., �d- Z U ._.. - DWELLiNtIS(WFCM)2018EDITION. 1. ARCIIITLCT HAS NOT BEEN RETAINED FOR SUPERVISIONO F PROJECT; n ` 1 l • ', "`�"� i LICENSED CONTRACTORS TO INSTALL}VORI:IN ACCORDANCE WITH 2020 NYS BUILDING,, r7l 'A PLUMBIN0,i0EECHANIC)AL AND FUEL GAS CODES. I I r . © ` r t.• ,S' _-. ....,....•+- y s�;,,) f .1 i,._ I I r . i:Qi_L .'y";`•.";.=' i;d`_ CONCRi'"fE WORh SIIALL CONFORM TO THE 2020 RESIDENTIAL CODE OF NY CHAP ER 4 SECTION 8402,8403 AND TABLE 8402.2. ez 1 tI1Ct1 iZ0 f L /• f i r ;J i u BE'VR FOUNDATION SYSTEM ON UNDISTURBED SOIL MTN.SOIL BEARING CAPACITY 02,000 PSF.. STEP CONCRETE FOOTINGS& ~ yt 1 T °' (` 'i 4J1 I 1- -r % FOMDATiON WALILS AS R E UIRED. CONCRETE PROTECTION FOR REINFORCING TOB AT LEAST 3". 1 ;'. C(i' ±' ` ` tINISIIED GRAD;SHALL PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDING&N IT ONTO NEIGHBORING PROPERTIES.. �a E�7�.•li 3 / t ( ;. ^' L(,:""(- JOISTS,STUDS, LOCKING&BRACING SHALL BE HEM-17111#2 OR BETTER,FV=70 PSI, =850 PSI,E=1,100,000 PSL. ALL SAWN BEAMS, 1 ! _ HE�DERS,POSTS&I GIRDERS,4"NOMINAL,SHALL BE DOUGLAS.FIR-LARCH#2,FV-85 PS,FB-825 PSI,E-1,400,000 PSL, P.AR.ALLAM GUARANTEED TO: _ ar�I^�i1 _._ �_ B CC Mi Tf (: '. .i i. DESIGN CRITERIA B=2800 PSI,FV=290 PSI„E=2,000,000. MICRO &P.ARALLANIS S IALL BE'TRUS-JOIST AdACMILLAN OR EQUAL. F7DEZ11Y NATIONAL TITLE INSt1RANCE t�AlAlytiY _ ALL $It mAL T1 AC£TIC"l, 4C --- - [��tL-Lr1 C01. .T17".lir I i=`''� ""'I Pj i" f'I''=fE1T ATS f ( AL I TO BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS&DE AILS. �� r _ 1' �dU�1"tG i;l i�l'•i I J �)t� i�"i =��r._:I.�: S OF N ON13Y SUCCOsO �111 - _ T� � c- _- t �_` F r J ,J,VcvI.,I F ���i L ROUGH FRAlN4ING MEMBERS SHALL BE FRAMED,ANCHORED&BRACED SO AS T DEVELOP THE STRENGTH,RIGIDITY& "i' Yt�F,K A�l hri�E.r Imo, I r p rF IN 1 •GRITY FOR TI E PURPOSE IN WI ICH THEY ARE USED. NAILING CONNECTIONS S11 L BE IN ACCORDANCE WITH NAILING I, t] 'V - - �:r/! -iii.-_ ---•- •••sem---- (�i=..�Si,'<<{ Oil C01L �I r�l.�'.�I���l,•l L_rl�1VF1�?- SCF EDULE,TABLE 3.1 OFTHE WFCi,12018 EDITION. r LL STRUCTURA1:STEEL CONNECTIONS SIiALL.BE'SITvIP$.ON'AND/ORE UAL. i Dr I5 T_^ -p--- `� - - �- — - f r p E' r THA HAVE NIES,STHAT ALLOW PASSAECKS,PORCHES GE OF D(GS E[BE MrNI.I.MI OF 36". OPENING mm C. :;�,!'LY WITH ALL C�'' �'J wtYV YC,IRK STATE & TOWU CODES CODE'S C- LIMIT TIONS 83.12 1.3 SHALL NO RA G 1. OR r ST R SHALL B MIN-36 WIDE --- -- -:' - - .. F E WITH R& T HANDRAIL T t `e -, � -D A ) I MAX 8"RISE ivf1N.9" READ OBE 4"-38"ABOVE NOSING. w, "_ •-, __ - - -- ,3 SECTION R311.7.. MAX I?I RISER 8 tV.". M.N.t�•• j'ityf�a.ey vti i�Zb K 6 KUTHOLD T 0'I I <PANNING BOARD PAT�ll&REPA R ALL EXISTING WORK TO REMAIN&AS REQUIRED BY NEW CONSTRUCT ON MATCHING ALL MATERIALS& -�_ . -- �� CONDIT ONS. - --'---- - - -- --- - --- ....,- - - SOUTHOL D J4"�N TRUSTEES " . ALL DECK LU tiI ER SHALL;BE ACQ TREATED LUMBER&SECURING NAILS,SCREWS,BOLT&OTHER HARDWARE TO HOT-DIPPED J r GALVAN ED OR S'#'AINLESS STEEL. �. p r •' "" _ _ MST L ALL NECESSARY FLASHING AS REQUIRED FOR.WEATHER.PROTECTION&AS SPECIFIED IN ALL PERTAINING SECTIONS OF THE COD ALL�{ORK DURTNG CONSTRUCTION WHETHER E7QSTING&JOB PROPOSED,SHALL BE BRACED&SECURED BY CONTRACTOR TO 't -- _V - _. ___ -- ----- �vl•--- : /�� dJ'�'^ „ PREVENT DAMAGE OR COLLAPSE TO SAID STRUCTURE.CV I CONTRA I TOR STIz LL CIIECIC&VERIFY ALL DIMENSIONS&COTYDITIONS AT THE JOB SITE. THE OWNER&/OR BUILDER ARE RESPONSIBLE FOI}�VERIFYING ALL SITE&SOIL CONDITIONS ABOVE &BELOW PRIOR TO 41,L CONSTRUCTION. .. � + I ARCHITECT RECONIMENDS THAT BUILDING,STRUCTURE DECKS,PORCHES,ADDITIONS&•POOL LOCATIONS BE VERIFIED BY A ----LIC-CNSEI31 S71RV1!;YOR FOR PROPER S>''PBACIS R>;QUII2ENIrIQTS I3IEFOREPIi'OCEEDING NITII CCSfV5TRCIC'1`ION. VERIFY ATL DIME i SIONS-ALL WRITTEN DIMENSIONS TAKE PRICCEDENCR OVER SCALED DRAWINGS. _ . ,•'1 �� ��`� ��� _.NO PART-OF TIIESE-ARCHITECTUIJIIL DRAWINGS-SFiat•L BE REPRODUCED OR ALTERED WITHOUT WRITTEN PERMISSION-BY { JJ t4 4� RAY DONER,AI2CII�TECT. TTiESE DRAWINGS&DOCUMENTS WITH THE UNDERLYING OWNERS NAME&ADDRESS ACT ASA [�RMXAT / �K /� rtcl'-� / n -� p {^ ( LEGAL&BINDING�ONTRACf BETWEEN THE OWNER&ARCHITECT. UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THESE I ` 1 — W { DRAWINGS&DOCTMENTS IS A VIOLATION OF THE,NYS EDUCATION LAW. COPIES OF THESE DOCUMENTS,NOT BEARING THE �••.� � r 1 ti S t ' 41 �►-.1 1 7,�,� ?„� C.�`✓ ARCHITECTS ORIGINAL SEAL,AND SIGNATURE SHALL NOT BE USED IN ANY WAY. �J rye] � 1� - a--- _ --- w,o- TABLE R30I13 TABLE R402.2 'MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS ' ••.. 1a �sM� i (In pounds per square foot) MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE -„ l USE LIVE LOAD ';` MINIMUM SPECIFIED COMPRESSIVE Vhr GTN'(r,- _ _.. _. ._..____ -- ___--•--- - - �'• - --- - --... ..__"_ - Uninhabitable � - -_ __—_ TYPE OR LOCATION OF CONCRETE CONSTRUCTION Weathering Palentlel" ' '---- -• --- - -__,_-- - _ -- �-"-- �• _:.._ _ :� , 1 attics without ` 10 .. • III P e Negligible Moderate Severe /� ,-.. / q° _I Uninhabitable attics with limited storn e• 20 Basement walls,foundations and other concrete not exposed to the weather 2,500 2,500 2.500` i Habitable allies and attics served with fixed stairs 30 1 Basement slabs and interior slabs on grade,except garage boor slabs 2,500 2,500 2,500` ! +' J Balconies(exterior)and decks' 40 - �C . ' --- - -- ) ' Basement wails,foundation walls,exterior walls and other vertical concrete I Fire escapes 40 i work exposed to the weather . 2,500 3,000' 3,000° �� N Guards and handrails 200 1 Porches, arpor[slabs and steps exposed to the weather,and garage floor e a r e I 2,500 3,000','-' 3.500 j I Q� xwXN I Guard in-611 components'. 5� slabs f t� Ir Aj� o- 17 Z 1 til Passenger vehicle garages' SO' 1 SECTION R301 --- �� 17 � I ` SI<epingRooms other rooms oe�9an sleeping rooms 3U _-....�..�� _ r DESIGN CRITERIA l 40` r ,R301.1 Ap'Plication. Buildings and structures, and arts / SOUT!>'t]LD ! I - Itbereof, shall be constructed to safely support all loads, h TABLE 8401.4.1 , PP PRESUMPTIVE LOAD-BEARING including dead iOadS,TIVC loads,[OOf loads,flood loads,SROW • I �� '• ., - VALUES OF FOUNDATION MATERIALS* loads, wind loads and seismic loads as prescribed by this t , ; —`•`'�---- -- - LOAD-BEARING code,The construction of buildings and structures in Accor- ... ...-._ -CLASS OF MATERIAL PRESSURE dance with the provisions of this code shall result in a system ' ! °\O I' - •.i I (goend.per square foot) that provides a complete load path that meets the require- 1 �• Crystalline bedrock I 12,000 ments for the transfer of loads from their point of origin i Sedimentary and foliated rock 4,000 through the load-resisting elements to the foundation.Build- z I r -- _---------- - Ings and structures constructed as prescribed by this code ate _.. Sandy gravel and/or gravel(GW and GP) 3,000"' + ;-- deemed to comply with the requirements of this section. (, �, CQ 1 Send,silty sand,clayey sand,silty gavel IF �- 11301.1.1 Alternative provisions.As an alternative tot e -- _..._._.. _.-. -_...... ar oTPOS.T h t ' 4X4 OR 6X8 WO , and clayey ra el SW SP SM,SC, M 2,1100 P Itand GC) requirements in Section R301.1, the following standards t' i 1-;��F Q` i1 Cla sad sill cls cia a sill,sihend are permitted subject to the limitations of this code and the Ii sandy sihclay(CL,ML,MeH and CH) 1,500" limitations therein. Where engineered design is used in ti4"DiAl1[.OALV.B LTS 16" C. conjunction with these standards,the design shall comply t 'SIMPSON'U210 HANGAR 1 "O.E' �' with the International Building Code. 1. AF&PA Wood France Consinrerion Manual TAX r �0 91;,IhsoN -- -- _ SiR014I 1E AG ,' 'SI H3 HURRICANE I y ilr�' MPSON' CA E CL P16'O.0 (WFCM). .- •r_... - . , .....,,::c,. `TABLE 8301.2(1 �p OT SIMP,Sq;{ :� , '%"DT X114.GAL\r, ri. 1 it: ::;!";', .( CLIMATIC AND GEOGRAPHIC D�SIGN CRITERIA . FLOOR JO15f SUBJECT TO DAMAGE FROM YAIRV[Xr' PARK I sTliCfi•IG•(}E 111 THRU BOLTS r. GROUND WIND DESIGN I SEISMIC• VOINTER ICE BARRIER )bf/� �Q r' LfJ1 _ DEC JOIST _ Speed Topogrephlc Frostline r t I 1 (mph) effects depth SNOW a DESIGN DIESIGN UNDERLAYMENT �r , LOAD • CATEGORY' Weathering* n Termite° . IfEMP' REQUIRED �., �",T P ST C01V,j�E .DIN=, -. . LOT AREA r���.;. 'e•-'GIRDER is .ZO I1G► G $� 3!0" '`^ v+ AI 'Y►�S 17•?50 S.F. ' OF SIT;AI'0"STRONG TIH AC' l --._..-.._. i Q.4Q AC I MAP 1113388 ' { - TIE ISI C41 EACH SIDI?(4X4 PO T) IG ✓` , - -- - - -- FA Rf IXT PANX 511r1P:�t7N..STRONG �- AC6 EACH SIDE.(6X6 PO T) %"DIA. ANCIIORII3OLT . . _—__. . , - a III W/MIN. 7".EMBEDM'N :, 'SIn'iPsoN,Pna4'FOR 4X t POST R //✓.� •�U 4.'',.1C ®•�4 - slMrsoN rB66 FOR 6X61POST E,D ,��, - --- .^ • - •. .. .. .. c��5� OND cy ��...���---y�r.✓� F'�/� I?�', S�c.i7"!••�vt..r�SCAL L LANA _.: - r i•_ ; yM Op �,,� C aM t T-V\ f a' ' of t POURED CONCRLTG FOOTING I 2 C7 - . „ - SURVEYINGSURVEY �� r „ 4� t..:•.a' -T--- - ' -----S"c-� as= �c>., I'. RAY DQNER, AtCHITECT DRAWING NOr" "' r.. , r 4 C, 11 1T tT I i} l SITUATE �'-"e. cam®. .'�v RC LGN ... .. ' CTU D ARCHITECTURAL L E N OF S /j�:d" -- .�--- C GA�Z% `f�^✓ r. • i I HINTERIOR DESIGN DATE .. r souTHOLO, Tow SOUTHOL , L.. F' .Sui "✓� A S ®�' , / I �f, '� I PLANNING$.DEVELOPMENT { + , .• ,. •, +' SUFFOLK COUNTY, NEW YORK a"+`-T .S'c!�'✓'i��/"" - _ ._.. . QA RESIDENTIAL-COMMERCIAL-INDUSTRIAL Q Ir •�o� n -- , . 9� 0249 r_ �t7 � �G?"L For �((� 95 RICHMOND AVENUE REVISIONS: { T DR:. S.�LV• GREW: iLL SCALE: 1r SUFI t]LK TAX MAP No. Ij ��. 1t}00-07000-08170-017t}OD ,•t ; Y' ' � r� s. AMITYViLLE, NEW YORK 11701 ,�oa No.S17-0980 PORCH /-DECK DETAIL' `'f�------- DATE SURVEYED:11/14/2017 (631)681-1718 FAX (631)691-1718 i EMAIL: RDPBDESIGN@YAHOO.COM — — - -----' - - -- - � sAsnreatnt�na. ... ; �, 'I 1V .61'.• :I' i.+' dill tl•'�III •,I�'I�I'II'h'I i.l, ri" 4:1 ,1 li Ia�, A as "� C�LI�iI�I�AL I�O7'.E : Table 3.1 Nailing;Schedule - I 1, THESE DRAWINGS HAVE 13EEN PREPARED BYTHE UNDERSIGNED&TO THE BEST OF TITS UNDERSIGNED'S KNOWLEDGE,BELIEF S+ � PROFESSIONAI.JUDGMENT ARE IN COMPLIANCE WITH THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. 8301.1.1 DESIGN CRITERIA % __ 1. Generated ���� a �� re l 'r. 1N ACC()RDI\NCE\VI'fH t'IIE AMERICAN WOOD COUNCIL WOOD FRAME CONSTRUCTION MANUAL FOR ONE&TWO FAMILY ` Number eF Number of cate ' Joint Des' Common Nails Box Valls I_�] Nall Spacing '11-111-.1 � Q \ FCA1 2018 EDITION. MI G t ) RO OF FRA ';:i:,r , ,c, -r,., a, N i; , %i 4 �■/e�at �,er ra Fte ■ t ��see Tahle 8.4A`)Y •'�P nce �� "•r - Rafter�to�To Plate-(roe-nailed) (see Table 3.4A) �,1 -(�/ 2. ARCi11'I'I;("'1'IIAS NOT BEEN 12E1'AENL'D FOR SUPERVISION OF PROJECT' R O DESIGN OF ELECTRICAL,HEATING,VENTILATION,AIR Top 111 I I CONDITIONING OR PLUMBING WORK. LICENSED CONTRACTORS TO INSTALL WORK IN ACCORDANCE WITH 2020 NYS BUILDING, Celling lolst ro Top Plate(Toe-nailed)• (see Table 3.4A) (see Table 3.4A) per Joist `k,. see Ta61e 3.9A Isee Table 8.9A) each lap Calling Joist to Paraliel Rafter[Face-nalled) ( ) each la " eelling)oist laps aver Partltlons(Face-nailed) (see Table 3.9A) (see Table 3-9Aj p , ` - I f I „r� ��1 15��' PLi.IA'iB[N(I,t`1FCHANICAi,r1NDFITELGAS CODES. it. see Table 3.6) (see Ta61e 3.6) per en i I `'"► 3. CONCRETE WORK SHALL CONFORM TO TILE 2020 RESIDENTIAL,CODE OF NYS CHAPTER 4 SECTION R402 R403 AND TABLE R402.2. Collar Tie to Raker(Face-nailed) ( each end ' Rafter Toe -nailed 2-Bd Z-1od Blocking to Rah ( i each end Him Board to Raker(End-nailed) 2-115`1, 3-115`1 '':ne`i.4:.:..:....:..:.I Orli:�� ';)Ai"'::'::Oil i''.i:i;,y:e'^:%,.l,.-,,��':,,. '~1 1 ,.,:.::;, s;...,,,a„_..,::::.�,r;im.,.,:.: u.r,::a.,.,;.,:(;; ;:SWALLFRAMRIG:::.i":.�.-....).,e_...,,,F:..,J...� _ , ,, •.,Is1f .+r�:,,,k:;:.t--,i; :r.•)'.J,;=.>a;..,,01:,,.... : - Pro Project ADDITION _. --- - - FOI ND 11 JON\>Al LS P CONCRETE FOOTINGS& Top Plate to Top Plate(Face-palled) 2-16d .2-16d per fnot ` ---"- -------- --- .. .. . . . _ . . ,. _ r AS 12 IREI). CONCRETE PROTECTION FOR REINFORCING TO A AST 3 , ' �•A 'OI Nl)A'fiON S1'S'I'hi,l ON UNDISTURBED SOIL,MIN SOIL BEARING CAPACITY OF 2,000 PSF STE ETE 5.16d [Dints-each side �...-. .... �..- ,,,,..�. i ., ) ECU � 8 RE •O BEAT l �_"� 4. FINISHED GRADE SHALL PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDING&NOT ONTO NEIGHBORING PROPERTIES.. Tap Plates at intersections(Face-palled) 4-I6f1 Stud to Stud(Face-palled) 2-I6d 2-I6d 24"a.c. 115`1 16"o c.along edges Energy Code: 20b8 IECC I �y ' 5. JOISTS,ST(IDS,BLOCKING&BRACING SHALL BE IIEM-FIR#2 OR - Header to Header IFace-nailed) S6d BETTER,FV=70 PSI,PIi-850 PSI,E=1,100,000 FSL. .ALL SAWN BEAMS, ! Top or Bottom'Plate to stud(End-nalledJ (see Table 3,5A) (see-26le 3.SA) per stud Location: Southold, New York ..` I[EAl)ERS,POS'GS&GiRDERS,4"NOi d[NAL,SHALL BE DOL[GLAS FIR-LARCH#2,FV=85 PSI,FB=825 PSI E=1,400,000 PSL. PARALLAhT .Bott.%Plate to Floor lolst,eandioist,End)olst 2-115`1''' 2-115`1''' per foot Construction Type: Single-family �, + DESIGN CRITER FB=2800 PSI,FV=290 PSI„E=2,000,000. MICROLLAMS&PARALLAMS SHALL BE'TRUS-JOIST MACMILLAN or Blocking trace-palled) r ! ., - Project Type: Addition nr;,:::;' ,';,1•e;.,. ;5;::)e;.:x;cl;,lttala::,1t':g,_:'a::9:c'^).? + OR EQUAL. i 3;3`;e,f'1,=tri;p''I :i:-<F'::;'(3 % "?i,; ':I�'._ i:.::,; FiooRII AM !G:::y:.,t,•-,l'.,.-•••.d..•-• f.''•• Climate Zone: 4 (5572 HDD) {/f AT•L C013L INS F.AT.LED iN ACCORDANCE WITH II1\IANUFA ERS SPECIFICATIONS S&DETAILS. joist to Sill,Top Plate or Girder(Toe-palled) 4•Ba 2-16d per(Dist I 1 •I CTUR ' TION I_ga 2-IOd each end a ., --Vl. y.. ,i,'µ ti' ,:' :.tl: ,4,i•':''' T' i''G'F,::°"' '.•:`�, �'10'.-.• 'qn;f'C'`':'� oe-palled , ::,� ,.;c+.,;,�a:'s' ..s,��,..,.,,r, S+r'.r'.-.. n"+, ,1_ :. ,...t` d - "'',.r` 6. 'f F arta In to r I a.. +vie,^a'7.,a,,,' S. v �.. F-'".a) ., Y,,, ;Y AE.L RUU(7 1 RAit11NG MEIv113E12S STIAI_,L BE FR 4F 6 8 ( ach end ,��'-'::S"`.. ^'I:+.%",:�':,".:�.;.'t •,.+ty_�..,1- 'b.,,�„}:.... ,,��, e,4;s....�.,,1, i>' m�'y,�t. {,tt: ..,.4.`''`-.��, �a 4,. ) �• /' qj AR ,D,ANCHORED&BRACED SO AS TO DEVELOP T zeta a :"ma•',':,::: - a n i `'"m +rp;I , ,.,,r r ,.,„ k�, .,t, .,,,,:,•,,,ry,' ,,.. 3.< , :.,l y..a v`�q,. .... ,..?...s,.,,.. i.7�n➢ ,,� `t O HE STRENGTH RIGIDITY 2 sa "'i;' ;v .9locking to Joist(Tae-nalledJ �.,..�1's ,� ,.D h,v; i:'x;r,-._ ,:.h•r,,.; ,1•.k' .,:."n,.t�".S,aPAa'.v:-t6,.� .,, . ..S. _ :., in;:"�h,+:,,,'i¢'?-rs}1�:;SI,lB'.,xcs:.:z.q;r •:,.,,"�..:.., lk'..: n. to INTEGRITY 'OR THE PURPOSE IN WIIIC[T THEY ARE USED. NAILING CONNECTIONS SHALL BE IN ACCORDANCE WITH NAILING Blocking to 5111 or Top Plate(Toe-nalledJ 3-lfid . I6d each block ?�` ""k" "#'"2 Z5 'Y ledger Strip to Beam(Face-nailed) 3-I6d 4-16d each joist o • I SCITEDUT_.E;'CARL,E 3:1 0F. 1'iTE.\�'FCZ\'1201R EDITION.... _ 3-lod - par),Ist .. : 1,,.., .:111,,1 ...-h�,,�,t-,.',r,, - _ -. m. HG. : 0.40 Your?,., ) . . 1 r'.. . Compliance: O.O/o Better Than Code Maximum UA: 77 Your UA: 77 Maximum joist on Ledger to Beam IToe-noted). 911 iia 3 ad 1„•, "'' i6d erjoht The%Better or Worse Than Code'Index reflects hnw`close(6-carimpl iahce V*hb65e is based on code trade-off rule4. - -- 1'L''t It"`Band joist to Joist(End-nailed) 3-115`1 4 P J 7. ALL S'CR[IC'CURAI_STEEL CONN)iC['iONS SHALL BE'SIMPSON'AND/O1.R EQUAL. Band Jalst to SIII or Top Plate(Toe-nailed) 2-i6d' 3-I6d per toot It DOES NOT provide an estimate of energy use Or cost relative to a minimum-code home. . "!„a, H:v=„-::9,,::,;:..5'-.::'!;..';:,'v:9:al�d::pp.'.r',;r••ROOF.SHEATHING:<i,iL Gil;"%;:i^!'-'.r:C'� ".:N ,;.t.�.'.,,'rr;P:a :,,:)=�:I:...,.�, }} { d, ff` 1. ED LUMBER INSTALL TE E SHIELD WITH A P Br1RRIER JI DII q,,-Ai I.% li..;..Y.`.6L / tp 8 Rr001 IN CONTACT WITH CONCRETE TO BE AC TREAT ab a 10 Q RIv1I1' POLY UT- ' �` ed seer 13. Od 1 1 1 u dl opals - -- -- --- - - .woodstruct r, P.--_ _ ____.. - -- GALVANIZED OR.STAINLESS STEEL.F.\S 1T.NLRS UN . ---- tY:n: ,J� , Envelope Assemblies x ( •= sr' §s' •'i -'.CEILING S13EATrIING'::s,, :l '+ '4'"i e.,,.a t y:f;,' ,r. 1}a',ti)at . E:+:ti.Psi,,, lir. -ell:;., -:, sa: 1.,;1 „n:[..�':'.".;�. I - �.:: ... LY. ,_, dcoolers 7"edge/10"field .w _ '!,, "- .AFttq '.?-;,! ',-'?',t , ole s 5 ,y >e „r„',,. `n: „'+•r ;,,, �(;t,i.,,.;�, ''�'?r' ✓ ` ':». ":^ t.�t.,, .,fG. F.1, 5d co r a ... p,.a :"` 9. INST'Ai.1,1'lRE-BLOCKING f .sum Wallboard -„ }., ;i;.,,.�;.. +•"r 'H',:...t.- yp _ „ -, .,,, �xi.,, ,,,,, ,.,- .-'hr:,;•q.,c',;.ar.•+'�~.+` ,..�� -.�.,f�,+r+,�.,..i:t,,;,,.,,:?„., .. .1T ALL AREAS REQT IRED AS PER SECTION 12302.11 WITH FIR• "�, rslt r ;�. 4, �)) ,,,_,.=.i a rhe. Q CBLOCKING MATERIALS h- AS SPECIFIED I E 1. r - t N SEC. - w� n n• ,Vi�, +7:' a 1.d J" %x•' '44" Ed :r+,s: ✓ .$,f, '1 •rf. ..4,'' y A k,• 1 FJ1 ,.! t d .a '� t � 2' il� 1 t c r WALLS :�;:.r.,:---�7s. �+.:,a .� , x, •,.. � 1302.1 ,.. ,1.C:, 4� � .7 `1,.. f . ., " cif f• _1 ,ill, �i�' - , ...-- s. } m' G Y �t 10dsee able 3.11 F.. w•Q ',+�:., ,„}.�'�, .'y'� `t•;; C . • le. +k Is 4 r^z 7d i" Structural Panels .."�, Strutt .R. +�:i`' Wood i .�" S - I{ t�4x �, ',is...• 1 e .J1, a '''i' :t '�' . :vix�, .H ?`°'. i ,,• ds r G•:� '�;:Ss',.A 1 ••q..'':- ", , ''a>.wD'v.uG'�it�1,P, :'<'iW»,kf.�"."r,x„cn'htl.`�6w:.x,.:.i4aa'y ?:W6:11x. ,'�®. HAVE•, Panels .l'. i; ;, »t.cs'S'�e. t , structural Fiberboard P � m, ' i. _ 3"edge/6"field c' .d,d�t,�1' ek,.,:�s.,_1.�..._,'L'4.f.,,, �t �n�� �..d�'�%� /r��""/"` , . .. C'UI �" /� '� ? f �� � 1-1 FIREPLACE SHALL HAS 1 TIGHT FITTING(;LASS DOORS&OUTSIDE COMBUSTION AIR AS PER ECCC OF N Y S ALL DIMENSIONS 2 1/I• 11 go.Belo.roofing pall 288 30.0 0.0 0.035 10 �'�' r �'r i Aar FIREPLACE,FOUNDATION&CHIMNEY ARE APPROXIMATE&SHALL BE COORDINATED WITH THE CONTRACTOR. INSTALL ZER.O- j. (a.lzD'x1a/r'iongr;7/16'head) Ceiling: Flat Ceiling or Scissor Truss CLEARANCE FIREPLACES N[EF:CiNG t11_,L ItilANL7FACTURERS SPECIFIC A"CIONS. FACTORY BUILT FIREPLACES SIIALL TESTED IN 392 15.0 4.0 0.057 15 ,0) s I 25/32" 11 go.Bahr. 3"edge/6"Field Wall:Wood Frame, 16" O.C. _ - ACCORDANCF'WITH[IL127&SECTIONSR1004,R1005&R1006.. n (0.120'x1-3/4"long z 3/e"head) 126 0.300 38 ~!�"''!- ►V " l 4 '� 4ZS' ' Gypsum Wallboard Sd coolers 5d coolers 7"edge!10"field Window: Wood Frame iIT 15. WiNDO\'l''N'1'O BE MANUFACTURED BY'ANDERSEN'-400 SERIES;TYPE&SIZE AS NOTED ON FLOOR PLANS. ' r, )1:',i',.7y Vr,,. h1'ffy"+.dprro SHGC: 0.25 • ti :,r:u:" :.,.:..�.',�� ..,1 'r' 3 1.1:'.;tt •..}il. it �` w... - rtlia.=SIF,t''f,l r- '.ii'11i:tiFl:F1P1-`i�, -`ii i- It'.;?� FL Dolt SHEA!hI NG'..i �.�.i' 62 .O G.� Q.� '`» V 57 9 ' t-' 7--7--l�_ 1 15 r J¢ 0j� -26.21' 16. INS'1'Ai,1,i3RID(,TNG Bf-"r\ttIEEN JOiS'g'S,n'IAX.7'-0"O.C.. Wood structural Panels Floor:All-Wood Joist/Truss V I r V or less 'lad 6"edge/12"field 41 greater than 1" 16d 6"edge/12" - , 127 19.0 3.0 0.041 5 i - , - fITED TO GLAZING 1N _ Floor 1:All Wood Joistlrruss e ulrements are based on wall sheathing nailed 6lnches on-center at the panel edge.Alternative nallingschedules shall s I 18. ALI.(il A7.INCi SUI3lECT'TO HUMAN IMPACT SiIAL L BE SAFETY GLAZING THIS INCLUDES BUT IS NOT LIN DOOMS, G FLOORS. SECTION 8308 Nailing r q �.! e. - ' ' t ' where wall sheathing nailing Is reduced,For example,it wall sheathing Is nailed 3 inches on-center at the panel edge to _ ��,I o•®vis - _____ --__- .__,___ _ -_ be used g 1 n t for structural members shall be doubled,or alternate connectors shall be Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other ' ` . .�.,. )( ;; ('►A7 W(i WI1711N 24"UP DOORS&GLAZING WITHIN 18"OF FINISHED PL SEE obtain higher shear capacities,nailing reculremen s rs- aaeatemamlalnmeloaapacn. calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in f �rCt"!'%���" ' - ' When wall sheathing Is continuous over connected members,the tabulated number of nails shall be permuted to be reduced to REScheck Version : REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. " ? 31. ALL.WORK DURING CONSTRUCTION WHETHER EXJSTING&108 PROPOSED,SHALL BE BRACED&SECURED BY CONTRACTOR TO l i-lad nail per foot. -------,--------- - -"_ " - ----- - 1 I PRCVT.N I DAMAGE OR COLLAPSE TO SAID STRUCTURE. I ... _-. ----- - a. .,.1f4 - - _ --_- � r �'��'�A� '� Lair TUBE it q Table A 3.4 Uplift Strap Connection Requirements pts(Roof to-Wall, �Xp 0 Jure1, h ! ;r'i A6 , r f7gA `Ta CONTRACTOR SHALL CHECK&VERIFY ALL DIMENSIONS&CONDITIONS AT THE JOB SITE. THE OWNER&/OR BUILDER ARE N RESPONSIBLE FOR VERIFYING ALL SITE&SOIL CONDITIONS ABOVE&BELOW PRIOR TO ALL CONSTRUCTION. Wall-to-Wall,and Wall-to-Foundation) ; "1-t �,�• A (Prescriptive Alternative to Table 3.4) �b (t C . Dead Load Assumptions:Roof/Celling AssefnbJy DL=15 psf S .4 1i ` ARCIII'TECC R1JCOl1T111FNDS EHAT BUILDING,STRUCTURE DECKS,PORCHES,ADDITIONS&POOL LOCATIONS BE VERIFIED B A ' Y I '�, Ri AN L ---LICENSED SIJRVEYOR FOR PROPER SETBACK REQUIREMENTS BEFORE PROCEEDING WITII-CONSTItIJCTION. ,_, �- 1 - -- --- . --.. . 700-yr.Wind Speed •110-' 115 " 120' 130 -I- 150 ISD 170 160 195 i ^• _ 1, 3-second gust(mph) ''7 _ r 0 1 k �5,,� +� ARCIII'fECT P.ECOMNIENDS THAT ALL TIVAC&PLUMBING RUNS BE VERIFIED BY SUPPLIER&INSTALLER BEFORE BEGINNING Framing Spacing lin,) RooF Span Number of Bd Common Nalls or lOd Box Nails "'(. " ® I' O 0 �7 CONSTRUCT ION TO INSURE THE STRUCTURAL INTEGRITY OF ALL FRAMING MEMBERS AAE NOT COB'IPRUNIISED. k,) In Each End or 1-1/4"x 2. gage St.---'''s r ,-?' _ T•= ems` a i3 i "-i -" `-T- Z 2 2 2 3 3 4 /�(,�® e�� � (/) � N �'. � VERIFY ALL 1)111IENS10NS-ALL WRITTEN DIMENSIONS TRICE PRECEDENCE OVER SCALED DRAWINGS. 16 1 1 1 2 2 2 3 3 4 4 /�. �+ ` .,r,1 �r L1L!/ ✓�� •g,q,r., r•;rr:n' 'Fir'y,Z"^;: ,'vS�st°."".e°s,',PJI,{ir,•'r�,ir,;,1 •ni^"'i;-?,g` ! /•� • ♦ St1LJT.tf1ITLD l : ,9'TIESE ARCHITECTU W P $+•- -,,: ; 1MTe ,•..-"'3r';tF:lt' J T(,}:;"f; "'A- i;-1 J,a,,-.rgr,,,1 rJ,,•,4, a.i,: t (,�, " •, A NO PART OF RAL DRA INGS SHALL BE RE RODUCED OR ALTERED WITIIOUT WRITTEN PERMISSION BY 3}�,,;20i1'ei La 6t, x''F..I,,1:41';pjY2 nt ?, rrZ J', dv+,1,.,, 3, r t1�r ;, 'a,t,;i:teJstJ„,.,91•r}, ,:rlV t.ti / i� X J �(a / 'I`� 13rr,';,,�11?, ,:�t ,i-t,:.:r,.lt..,.. • ' F{�s,",.:.�,:•'" , �`�i, `."::5..i.- lire ,:�.,,, ' .,,':» oe;ttf ?-r,:,,e.i LyS.;i^.pr: „^0!,6E.,1: �} :.m f ..pp# .,r .rlt,.. .:„t:.,.t1L,;h.,..a •,'7°'',,35;,,?. -;, . ; ,rt.:.; .,,:.r: ;,, Q:r..,. :•1; „I•I•r ).; `L a F �'�C.nJ,� RAY DOVER,r\RCIIITECT. THESE DRAWINGS&DOCUMENTS WITH THE UNDERLYING OWNERS NAME&t1DllR1 SS ACT AS t� 16 'bIi'Or2 ,I„ ,,:,r, 4J,,,„3S/;�1.",t"r -,�Z.ikrr.,:.vf:1,. v, ....,r^x,.,.4,1;• !..o:F•n ,,,� ,,: .,,c%. -."a'e_!i u•::-ttisf.,:,:J:�,„„r,W., •! . ,9 t ;.,.r.,,.1 a. :.,r,.,, r!. ",,- . ::.,f, ,. .,x,.:,,,.r. ,,; , .:n,• "" ,.:6 .,>. ., ,:,, ,( :, ,.»,4,,.;.;,f.'1:{:;.�:;;:•':51'4,.,,:,?,a ., ;1,;:c:. •d,e;`;.,.;,,,rPi p.:."n. :5,,�,:,, :,}:'}:17.sP1,,, N tr't� 1°4.'., �,1"., n»S;i:':,,:., -%,t.••. u,1, ,,U`.!.2 :n;'.:.:..::2.�q,.J,t•a1�::, d3,.. �. .,, ,4rea,,.,.,:.,,sy,t;.:,lrlt:....:,:.. {°,,.dd,.'Jii.�.t. � �f'�• aa_:,z J au -.r t r ) j J/l ��rrqq�'`� u'V�'V' LEGAL&BINDING CONTRACT BETWEEN THE OWNER&ARCHITECT. UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THESE :;Yu,, Z::,,, :,asci;::'i9::9:t.o;�Z;6v,'r:;,,,.: .�A,:."--..,.LZ.....,. :.-,.,..3$,'t. _4 `' 4 5 6 7 / !'tel, rKeA�� ! S A THE . P O // cls DRAWINGS A DOCUMENTS IS A VIOLATION OF THE NYS EDUCATION LAW COPIES OF THESE DOCUMENTS NOT BEARING TI S 6 7 8 r i 0 � ARCHITECTS ORIGINAL SEAL AND SIGNATURE SHALL NOT BE USED IN ANY WAY. . a� 36 p r i ; J c �0 ' ALL BUILDINGS WITHIN ONE MILE FROM TiIE OCEAN,BAY OR SOUND ARE IN THE WIND-BORNE DEBRIS REGION REQUIRING Table 3,4A Rafter and/or Ceiling Joist to Top Plate Lateral and , ExpoSu re•`�'l f THE GLAZED OPENINGS ON THE STRUCTURE TO BE PROTECTED WITH GLASS MEETING THE LARGE MISSILE TEST Shear Connection Requirements PANELS PLYWOCO ;1 __ _ _ Aft � ! : CERTIFICATION OR STRUCTURAL (Prescriptive Alternative to Table 3.4) . . - -' S TO RESIDENCE WITH FASTENLRS AS .I; jg�„ I -- . -._ - -- -- . - _ -•' --. __ - - �� fa iFTLB 0 _... _....•----.---._.....-.....-----.-..--_-_..--- ____-. .._...__ e 1-11111,1 . PER S(-IIEDU r LE R3 1.2.1.2.. VNT,R.TO)VIATNTAIN PANE �O SI - `--_- LS N TE 195 _---- ----- --- VD ea f- _ i , J TO PROTECT' t ,O A 1.2.1.2. SECURE PAIyEL 700-yr.wind Speed ' 110 115 i1I0. 130) 3a0 150 160 170 IBO - 3-secolJd gust m h Rafter/eelling Joist wail Number of ed Common Nails or Ind Box Ndlis(Toenalied) G � rr THEtJL' L�WIl\G�A l\L' IL xl _ Height sass spacing(In.) I ( 1 I Required In Each Rafter aha/or Ceiling Joist to Top Plate Connection '' I r 1 it. I wr TAX r�' ©o• I I COMPLIANCE WITH: r B 2 2 ' 2 2 3 3 3 3 3 3 I uJr 12, 10 2 2 2 2 3 3 3 3 3 3 I I • 2020 NYS BiJII DING CODE B 2 2 2 3 3 3 3 3 3 3 I I AP OT I 2020 NYS RESIDENTIAL CODE 16 10 2 2 2 3 3 3 3 3 3 4 I JI"�IIRVlJtif PARJi • MAP $� ' .I 2020 NYS ENERGY CONSERVATION CODE 020 NYS EXISTING BUILDING CODE -- . TabIL 3.9A Rafter/Ceiling Joist Heel Joint ConnectionnRRequirements ror 14T AREA for 2020 NYS FIRE CODE (Prescriptive Alternative to Table 3.9) , . . .. ~7,.230 S.F. i 2 N ,OMB - - - --- - ..__-__.- � 020 YS PLUMBING CODE Roof Live Load Ground Snow Load . ' r JIf7t r • DL 0.40 AC. = A1RVIA71 PAIi1Y p ;�2U JvrYS �/IEC�i[�NIC �L CO ,... 20 psf 30 psf I 5 psf 70 psf _ ! __ _ -•------- I x��P �#aea 2020 NYS FUEL GAS CODE r Roof Spsn(ft) I - --:� 24 36 1z 24 36 12 , 74 36 12 za 36 `' i __ • 2020 NYS PROPERTY MAINTENANCE CODE, - - =-z- P.efl?r tsars ,r. . Rafter 5lope Required Number of I6d Common or 40d.Box Nalls par Heel Joint Connection'''' , ._ .--•w Spac_fl (in•I a -' �` 2018 WFCM& COMMENTARY _e_- q , -jam + 12 3 5' P 3 6 9 5 9 13 6 12 17 "` S C A l I �'1 LAN • 2017 NEPA 70 : NATIONAL ELECTRIC CODE (NEC) !d 4 .7 10 4 8 12 6 12 17 ,8 15 23 ., ---- - - -- - -- ---- --- - :_-- -- ------ ,I 11. ----- _-- ---- 1. 3;12 -- --- ---- --- - ---- - _. • - . ,t .<'"^� 12 3 4 6 3 5 7 4 7 10 �5 9 13 '''" � v•.Y 3 5 6 3 6 9 5 9 13 6 12 17 SURV Jt � ,} 1(; _ _ _ '".' '.. _ SURVEY Of PROPLORTY 4:12 -....-. . ..- - ----- J r 3 3 5 3 4 6 3 6 B 4 7 11 1 J ' I 12 - r 4 ,.r T i 1 18 3 4 6 3 5 7 4 7 11 5 9 14 a , .r i ��, l�" ...! 4"I C ) 11 1 1) l SRUATE I __. .5:12 ---". _.-,_.._--'- _ -_. _,._..-- -.._ . ., ..-- _ + _ s SUFFOLK 7 j r SOUTHOLD, TOWN OF SOUTHOLD 1I _ 3 3 4 3 3 4 3 4 6 3 5 8' _ - I .` 5 3 5 B 4 7 10. r' !' st ! iG - 3 3 5 3 4 - 4.I. t F,l► .`� R S tr) V COU , NEW YORK __ --- - ..._.... - - _ A L GALE. 2 7:12 - -- - - - ._ `'^ "" :� d . . " cREw: 5 1� +• 0. ' �(TY `. ._ _. 12 3 3 3 3 3 3 3 3 5 3 4 6 ! -- ^,,.; :. 16 3 3 4 3 3 4 3 4 6 3 . 5 8 r s'- 1 "~I`* I SU�OLK �� � N0 9:12 _-_---- -- r,4,, %' I 1000-0700D-OEDO-017000 - -- - 12 3 3 3 3 'ij•,3 3 3 3 4 3 3 5 DATE SURVEYED:11/14/ZD17 JOB Na.a'"17-01980 . } 16 3 3 3 1 3 3 3 3 3 5 3 a 6 - - - --- - -- -,-----.- 12:12.. _ �_ --- - ------- _ - -- Table 3.10 Roof Sheathing Attachment-Re qulrements for Wind EXPosure`� 1 Loads 1 ',.w - df ' �e 700-yr.Wind Speed 3-second gust(mph) 110 115 TS!lo 1' 130 140 15o 160 170 190 195.4 : - -•� - „e tea© STRUCTURAL SHEATHING - .;:, E F E F E F E F E F E F E F E F E F E F'I • -. ■54.Iz °1��/�;;"� tea,Y- •- �G:�IDGri sMme...-- .Z_V0 , � SC., )e ' �-ee Rafter/Truss '•1` ,[�' f Framing Raker/Truss Maximum Nall Spadng for ed Common Neils or SOd Box Nails(Inches,o.e.)'•,' / / � � �"" �^ ' Sheathing Location' Framingfic Spacing(In.) N.` � � �� 0�{ ��� � '^�' Gravlty,G 'f - - 12 6 12 6 11 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 121, �� /�� �� 0 k 16 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 ...7 ... . ti 0.49 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 lj! /-,- Ih": 16 6 12 6 12 6 ;2 6 12 6 12 6 12 fi 12 6 0 6 12 6 11 �/lG..4'.�/��" � InterlorIone .0.41 44 - - 32 6 12 6 iZ 6 12 6 12 6 12 6 12 6 12 6 6 6 6 6 fin I ...- 16 6 -12 6 13 6 12 6 12 6 12 6 6 6 6� 6 6 6 6 6 6:J I-- ��� '���1� ��� / � 12 6 12 6 12 6 12 6 12 6 6 6 6 6 6 6 6 6 6 6 "6 }per ^I Q 1 16 6 12 6 12 6 12 6 6 6 6 6 6 6 6 6' 6 4 4 4 4rr1.1 � �,- " _4 /�- �. �� -'^ r_ . 0'42 19.2 6 12 6 6 .6 6 6 6 6 6 6 6 4 4 4 4 4 4 3 3'i ..... - perimeter Edge Zone .7 . 6 a 6 6 6 6 6 6 4 4 7 �-"� - Ga61e Endwall Rake or 0.48 Rake Truss with up to 1' 6 6 6 6 6 d 4 4 3 3 ''� / �`°"�� -. ., _ - - �+► �%�9 e i , Rake Overhang O.A2 4�' _ q - -- -1.. , -.-. _':f - --- '- TABLE Fl402.2 g F',xp0$ure B - TABLE 11301.5 1 Table 3.11 Wall Sheathing and Ciaddin Attachment F" MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS MINIMUM SPECIFIED 330MPR8551VE STRENGTH OF CONCRETE Requirements for Wind Loads iii TABLE 8301.2.1.2 (in pounds per square loot) MIIJIM M SPECIFIED C061P8E651VE BTR6NpTH'(f�•, - WIfIOBORNE ��r DEBRIS PROTECTION FASTENING USE LIVE LOAD Weathering Potenllalx - SCHEDULE FOR WOOD STRUCTURAL PANELS`'"''' 10 TVPE,On LOCATION OF CONCnETE COIISTRUCTION i w�� �� �®e- /41? f'� r Unlnhnbhnblc ntlics willta0t storngek NegIIgI61e Moderate Severe' �:rsa' /' py/g 1110 115 120` 130 140 150 160 170 160 195 p acnes -• `C� '/"+ I 7a0-yr.Wind Speed 3-second gust(mph) _ r 1 ZO I,S00 2,SD0` I ' 4"L/o ,U��,C� sr, /C (- �•/) Panel 4 leet< 6 fast< 1 G / e STRUCTURAL SHEATWING FAsrerJER TYPE span 5 panel span panel open Uninhebhvble oll)cs wtlh Ihnited slornge°' Onsemenl walls,foundations nail other concrete pat bxposed to the weather 2,500 500 2,500 I 4 Joel S 6 Jeal 5 e roel ern a floor slabs 2,500 M _ HnbUnble ntlics mid allies served with fixed slnirs 30 Rnscmenl slabs gad ho--,r blabs on grade,except g g / 4� E F E F E F E F E F E F E F E F E F E F'' No.8 wood screw based 40 2,500 3,000° 3 OD0" IL Stud Spacing Bnlconlcs(exterior)and Jccks' I, Onsemenl wells,foundntip0 walls,exletlor tvells find other verli0nl con lrcle Q��,� rcl /� �C r4��„�'� p Shdarldng Location Maximum Nall spacing for Bd Common Nails or]Od Box Nails llnches,o,[.)''', , anchor with 2-inch embedment I6 ID B 40 used tri the weather ,- - `""f' ,� i (inches,o.c.) length hire escapes work exp -� a5� 2,Sf)0 3,0001. r ],5(10"..:r 11 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 No.10 wood screw based Ounrds and hundrailse I 200° Porches,bmjitnl Blahs nail slrps cx)ioscd to the went ter,end garage Boor -- _ - "Interior Zone 16 6 12 6 12 6 12 6 12 6 12 6 12 6 .12 6 12 6 12 6 12.j anchor with 2-inch embedment 16 12 9 . .I" 5(p . ,lobs' _ __ -, _ ..---------- length, Oumd in-811 components' 12 6 12 6 SZ 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 Pn9scngcr Yehicic garages' I 50' TAtlLE 840 1.4.1 a !�inch Ing screw bused path°r 16 16 16 - Perlmetnr Edge Zone 16 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 6• t 40 PRE5UMP71VE LOAD-BE RING -_- _ with 2-Inch embedment length Rooms other ihnn sleeping rooms 1 VALUES OF FOUNDATION M TE81AL6' __ _ __ - . -- - - - _ For SI: I Inch=25.4 mm,I fnut=704.6 mm,I pound=4.449 N.- Sleeping rooms i I 30 LOAD-b5A111tiG • . mile per hour=0.417 mh. f 4Dc CLASS OF MATdJAIAL PHESBUnI? SECTION 8301 n.This Inble Is basedon 160 niph ulilmmc design wind speeds,V,,,,and a 37- $lairs tponodI per aqua7e loot) CiESiGIJ CRITERIA foot menrtloof,erghf. 12,DDD b.Fasteners shall be insiolled id oppoSing ends of rhe wend structural pmml• i Crystalline bedrock .' Pasleners shall be locolA nut less than 1 Inch from the edge of the panel. sedimentary end folinted rock 4,0bD - ._-_ __ .- . .- ._---._...._ __ _--_- 301.1 Application. Buildings and structures, and parts c. Anchors shall penetrate through the exrerior wall covering will, nn I -" .-.--..- R thereof, shall be constructed to safely support all loads, ern6edmcnl length of not fuss ihnn 2 inches into n,e building frame. - Sandy Brood ondlor gravel(OW nrid OP), 3,000 - including dead loads,live loads,roof loads,flood loads,Snow Fn.tenets Shall be located not less than 24,Inches fru"'tlm edge ni I ., i w_ // concrete block or concrete, ) Snnd,silty sand,clayey snail,silty gravel ��� ��lV loads, wind loads and Seismic loads as prescribed by this d.Panels oaaehed to masvuq'or masonry/stucco shall be nuncl ed using -"- - nnJ clayey grovel(SW;SP,SM,SC,Ofvi3ODO I i•�� 4.�� , r code.. The construction Of buildings and StructureS in 3000]'- vlhratlon-resistant anchors Imvlrig nn ultimate wilhdruwnl capacity of not end OC) ,i . ' ' . i -� � � _ dance with the provisions of this code shall result i0 a system lean anon Isoo pounds. � ' � � I Cloy,sandy,silty cloy:clnyey silt,sill end 1"39 D" that provides a complete load path (hat meets the require- -_- �® �, ,, �/ d CH) I i meats for the transfer of loads front their point of origin TABLE 8301.7 ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS"° 1 ssnrly ailtcluy(CL,h1L,'hlll nn i ^_'� /'�° � J��Q .��-+y through the load-resisting elements to the foundation.Build . _ i"�`a `•d v �✓ Ings and structures constructed as prescribed by this code are siHucrunnL ME14BER DEFLECTION TABLE GEOGRAPHIC (1) ,rte deemed to comply with the requirements of this section. Refler.having slopes grcnlcr than.3a2 with UIBO, CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA ! 3®/ ��� �� I�OAt7 S�eI%.�Idel� finished ceiling not atlnrhed to rafters WIND DESIGN SUBJECT TO DAMAGE FROM WINTER ICE BARRIER I AIR MEAN GROUND SEISMIC FLOOD (�E U r1 a x 8301.1.1 Alternative provisions.As an alternative to the Interior wells and parlilitnJs NI180 DESIGN DESIGN UNDERLAYMENT FREEZING ANNUAL ( \. k requirements in Section 8301.1, the following standards 0360 SNOW Speed" Topogra hlc Special wind Wlndborne Frost h' HAZARDSa �\ t' CATEGORY' Weathering' depth' Termite- TEMP` REQUIRED INDEX' TEMPI �� xn__1D D �,1 Floors LOAD' (mph) ettecld region debris zone" P are permitted subject to the limitations of this code and the Ceilings with brittle fmishcs(Including plaster 0360 ,G,,,,"'a S"�•1,le �y'a �y 1 5 Yf='. I ; �'�6 °�{"�� y ' engineered design is used in and stucco) "' Q )� O�� �� RAY DOVER,ARCHITECT DRAWhi TG NO: limitations therein. Where e g g ( n , tele standards the design Shall comply Ceilings will flexible finishes(inclu ins gypsum U240 MANUAL J DESIGN CRITERIA a --1 ARCHITECTURAL DESIGN conjunction with these I / �� with the Building Code of Nett York State. board) ' ' Winter Summer Altitude Indoor design Design Heating temperature a INTERIOR DESIGN All other structural m6mbcrs IJ240 Elevation Latitude " nstrlrctian Maraca!(WFCM). heating cooling collection factor temperature temperature cooling difference PLANNING DEVEILUPMENT DATE' 1. AWC 11 ood Frame Co Exterior walls-wind.londs'with plaster or N/360 ' stucco ,1I, ! t, _1�,� RESIDENTIAL-COMMERCIAL O INDUSTRIAL /QI '*, 2. AISI Standard fol' Cold-Fornied Steel Framing- � rL. 95 RICHMOND AVENUE Exterior walls-wind Iont18"with other briuie NI240 Cooling Wind Wind velocity Coincident Daily , Winter Slimmer Prescriptive AJetltod for One and Two-Famill, finishes - REVISIONS' e' Ifl120 temperature difference I velocity heating cooling wet bulb range humidity humidity - �qj� D 024������ S.AMiTYVILLE, NEW YORK 11701 Dwellings(AISIS230)• ExlBrio,wells-w[ndlavds'wilh8exibleGutsh s n the Design and Construction of Li0lcls'su orcin masonr veneer wells`- 0600 Jt �� NENJ (631)691-1718 FAX (631)691-1718 ��' Z/ Prescriptive 3. ICC Standard o 8 AI ., R,., H - . '� Log Structures(ICC 400). --'' -- ' - 1. , 'f•"' " .. EM L: RDA C iTEGTI�YA 00 OM 5 p. ,- w,w.uKw.w?"-s..•sevygmf*e*~f*.., Y* .W%w -. �1:' •ate µT ,;tr s. a, "�". +r,'a�.+w^_„• 1Fn7"..-vFt,,.,,r:•c+r•rnN;+•,,.^^.n4�I aw".""„""°` "°",.,,"u 'w„`. . I a _ Cts Q F•. II�C a --- �— -- ------ (�'�2•,cb Gc,L.c../�r"� -r`tF•� ' 'S]Gcl.l� -,. uL► r�.) fl 1%9115.1.2 lee barriers.In areas where there has been a his TOO L cif 2�� ' �F�� ! /l tory of ice forming along the eaves causing a backup o� water as designated in Table R30L2(I),an ice barrier shall ------- - ---- be installed for asphalt shingles,metal roof shingles, min era/-surfaced roll roofing, slate and slate-type shingle , ---- --- - ----.---- ----------_ wood shingles and wood shakes.The ice barrier shall con ' silt of not fewer than two layers of underia ment cemente - �` together, or n self-adhering polymer-modified bitumel t?f�5`P \� sheet shall be used in place of normal undellayment an lTC-.y�Cy C � / ASPHALT ROOF SHINGLES (NAILING R905.2.5 & extend from he lowest des ofall roof surfaces to a poin A 5. OVER - -- -_-----_------_--- ,- . '-_. _ - not less than (610 mm) the exterior wal /.'� ✓ ;'m, ATTACHMENT 05 2 6) �,t R _y't37�• 0<�t,s7"'•�-J�.+ - - -�_ _ _m ._.. .. LT(R9 .1.1) OVER /: CDX PLYWOOD . 9�t.5•t t.,.J' }� _ --- ---- - line of the building- ]5 05 o On roofs with slope equal to or great f"�" ,•P �,,. --� _,,.mv,_• SHEATHING OVER RAF'T'ERS @ 16"O.C.(SEE PLANS _ .., s._..t than 8 units vertical in 12 units horizontal, the ice barrie .. ' �•• � - - ---- - - -- � •..• _ _ shall also be applied not less than 36 inches(914 mm)mea �'`- FOR SIZE);2"X4"COLLAR TIPS(it),A"O.C.; CEILING sured along the roof slope from the enve edge of the build ,. ,.• � �,� JOISTS L 16"O.C.(SEE PLANS); R-� INSULATION; ` PROVIDE 1"AIRSPACE; INSTALL ICE BARRIER. �f/�<d��� i 11 Ing �f�✓ � a /��'' «ta•+ -7%Fe'IJ' `�rs ,r �,/� ­* R9015.1.2. C -•��'.�® -- - -- fy '`� 2"X VENTED BLOCKING - .J•"C l�'2� �.+, -f,�. _ • _ _ t om✓ �� METAL GUTTER OYFJ1 ( • F3Ct �.✓ `te _ f S WALL./.7b,ay' S• ia+ � , ''. ti`�Yt� FASCIA .All "i P CONTINUOUS 2 VENTING SOFFIT. ' 1ii,l !'IYII 'V -IA 4 - _ 47 ti, -" , _ - L,, _ _ _ i I �U tTv7G,gZ,%ror 1:� „ --SIDING OVI R HOUSE WRAP OVER FOAM.iNSIfLt)TION d� Q Y ”" d r !7CJ __-=• -----• � d - _. ._. �__ dye ,,� A sq-If �t'�rAf- r� OVER r/:"CDX PLYWOOD &/OR%"OSB SITEA 1' TNG �� /'/-- ''F-� ,pc7iTlo�/ J (i HURRICANE STRAP - H7Z �� �� OVER 2"X4"WOOD STUDS @]6"O.C. 1Jr� *1 "1 l 'r� CSC! ' '! G, 4 �_ I 'SINIPSON'HURRiCANE TiE OR I'A" I ( {' 1 /> 1=• +�� (2)2"JC;=1"TOP PLATE ��� t1! b •37G T /SA _ 211 GA.GAUP.STRAPPING I 6 AT r"10`5 INSTALL FIREBLOCI:ING(3()2.]l) - Q { �� C7/rI/ ) k _ ��- • '�1 ii T R=(� INSULATION, Il �_ r '/z"GYPSUM WALL BOARD. �-- �.yr1 f I --�'�- �(- "".✓' "••„--� �Cy���-Y�••Jlc �Pjc�V{//=+P _ _''_ '/"PLYWOOD SUB-FLOOR SHEATHING OVER ` to — _ _� I = 1` :���• J-%s S'- mss' I: 0 Co.dG. .T'r•.�$ T�� �_ .—._._. -.___-.__ __ _.__ .) ----7-- �( FLOOR JOISTS @ ]6' O.C. (SEE FLOOR PLANS). v ,�F,yA•`� vim,, { A,/or ' ' I 1 - L L•- /Q - �t -I „ AlIl"l I Y.w�„�•Pu•• ((� - - , .� � ?(I,l"'i. fz�t.�/G tib �-G7r�•. N , bit{, ' • 4111 1_ =Mcs=jz� 10 R, I tt DIRECT VENT GAS ZERO CLEAR.INCE r_.r-L.r�-•��`+��T I � l .04l 21 FIREPLACE NV 36"OPENING&20"HEARTH. �� 4- ,� ., ,� /� .�! l � `- �----- -•— TABLE R7113.3(1)-------• - -•---.__...._._ —_.--_..--'------'---- , .� .. ------- -. r --------------- - --- ' "�`r • '`« F S ���"'.t SIDING MINIMUM ATTACHMENT AND MINIMUM THICKNESSWOLL ; � �jlJG27 �f'�p7F 1 TYPE OF SUPPORTS FOR THE SIDING MATERIAL AND FASTENERS NOMINAL JOINT wood or wood Fiberboard Gypsum Foern plastic Numbero _ �. SIDING MATERIAL THICKNESSn inches) TREATMENT sheathing sheathing sheath spacing( O �v _ Fiberboard Direct --- ( ) panel sheathing Into stud Into stud Into stud to studs fasteners �, � y .,.-....,. pa Into stud _•.I "6+�`� M --- - - - -- . — -- - ' -- -pr 0.120"nail 0.120"nail '. 0.120"nail 16 inches oi$r C� (shank)with (shank)with 0 313" (shank)with csFX/s (shank)wttIa0 313"head 0 120"nail center or es' So _ � ,/� [Jn/ a pecified3.head or 16-gage head or Not (see Section R703.I I) staple with 16-gage allowed by the ,Visiding 0035 Lap or 16-gage a 0.313 head supt �eTtS"r_� ' •"O T 1 /s-to /2- staple with Is-re �♦ /8-tole/2hil ch with ) inch 3/8-[o I/2_ Section manufacturer;/ ` I R703.11.2 insentctions o ) t crown ' h h lest report'ii, \• _-- crown lich crown _ _ r f r _' ��,__�._' -�,z, n• .G,/.�-t e�,�- ENERGY CODE COMPLIANCE STATEMENT:fill I % J - I A R = - � I 2 'CITE UNDERSIGNED S NYS REGISTERED ARCHITECT _ '' N 1 `� s AND STATES TO THE BEST OF UNDERSIGNED'S KNOWLEDGE,iTELIk>il /��•'/-s'r+°'"•f`�+ ��`���'�"'�'"� � { K AND PROFESSIONAL JTTDGEMENT,THESE PLANS AND SPECIFICATIONS �.�"•���'/�~ � _ �-d�.r�' • � ~ �o -- \D . "T , �^� �`�' ARE IN COMPLIANCE WITEI TIIl 202()ENERGY CONST RV!.1IC)III - _.- � ,• ______�_._ Os) t � � `°�• ��� _._.•rv�•--.�� .-____..w_ i- � op j-,G � CONS'T'RUCTION CODE OF NEW PORI:STATE. ENERGY GENERAL NOTES: - � ._ .; __ __ y_-_ _ - - • .-- - ------ 1. AL CONSTRUCTION HALL COMPLY WITH THE LATEST COD ys..��� •" ��'1 ,c��,� ,� 2. A PERMANENT CERTIFICATE SHALL BE COMPLETED BY THE 1<—=—� ,�:� _ Ir-°•°"a�-- '�r�`"•' I � 't BUILDER AND MOUNTED ON A WALL WHERE THE BOILER IS LOCATED, 3. THE SUPPLY AND RETURN DUCTS IN ATTIC TO BE INSULATED WITH t i l .I I 3I ���- I ! /�G X.�-•�- : � J'/�!4E� R=8 FOR 3" OR GREATER DIAMETERS AND R=6 FOR DUCTS LESS THAN ©'�X O K s"?�t 3" .iN DIAMETER zri le 4. DUCTS,AIR HANDLERS AICD FILTER BOXES TO BE SEALED. � r ) �'; _ j �__ i-- - --- --1 - I'' ' �—=• r� � l, 5. INSULATE MECHANICAL SYSTEM PIPING WITH MIN.R=3. ✓`✓��° ^/l tl ✓ 14, ' - �" / O 'L Q�jA�l� !/���/• / <c�°�"��`" 6. ATR BARRIER AND THERMAL BARRIER-A CONTINUOUS AIR BARRIER E.� �d •r ; f�•--. .- �.'-..._._1..' �� � SFIAL.L BE INSTALLED IN THE ENTIRE BUILDING ENVELOPE. BREAK`:If AND/OR JOINTS.IN SAID AIR BARRIER TO BE SEALED. 7. WINDOWS SKYLIGHTS AND DOORS -ANY SPACE BETWEEN WINDOW AIR BARRIER ANDBINSULATION yINSTALLATION' _ AND/ORD OR JAMBS AND FRAMING TO BE SEALED. 566FONENT Alin BARRIER CRITEMA INSULATION INSTALLATION CRITERIA P t ! V - , ... . .__ -- ;------ - - -= - lJi'✓I-"f/d r� L.d1/� "r"T 8. SHAFTS DUCT SHAFTS,UTILITY PENETRATIONS OPENING TO THE E3r'TERIOR A continuous air barrier shall be installed in the building _ envelope. OR UNCONDITIONED SPACE TO BE SEALED. P contains a continuous air sealing material. Air-permeable insulation shall not be used as a Gene,al requirements The exterior'thermal envelope .� 9. GARAGE SEPARATION INSTALL AIR SEALING BETWEEN THE GARAGE barrier 4 t X 4 Breaks or joints in the air barrier shall be sealed. SPACE AND ANY CONDITIONED SPACES. 10. RECESSED LIGHTING-.RECESSED LIGHTING FLXTURES THAT ARE INSTALLED The nb 6mrierin any dropped ceiling or soffit shell be t j aligned with the insulation and any gaps in the air i The insulation in any dropped ceiling/soffit shall be g ' �5 IN THE BUILDING THERMAL ENVELOPE TO BE AIR TIGHT, RATED AND barrier shall be sealed. j y Ceiling/attic � aligned with the air barrier. Access opening s,duo down stairs or knee well doors to SEALED TO THE DRYWALL. unconditioned anti capaces shall be sealed. 7f , � o ars and mhletel r filliof ngme walls the cavity /' IA/ ,4�. 7—/ - C shall be insulated b completely g t')/ " .� i SEE OTHER AIR SEALING NOTES AND DETAILS-THIS DRAWING. 7 he,jmiction of the foundation and sill plate shall be sealed. th a material having a thermals resistance,suit 1 �If(j i i i� �1 .. --- - -- �� ^�t•� - --- - _ -__ -_-_- _, .. _ I fhe junction of the top plate and the lop of exlerfor walls R'vafue,of not less than 12-3 per inch. �,�+ �c '�//� Walls shall be sealed. Exlerior_tfiermg)-p�yelgpe fnsulalion-[ot[ramed walls- Roll alls_ _ ' �•FXoamwmpwARMM //N Knee walla shall be:sealed. shall be installed in substantial contact and - - - --- - -- / ' ' • "'r, i �� � -•-' � continuous alignment with[he air barrier. --. ,r r• r W'DIA._ANCHOR B'QLT �'•g – OF SEAIuous eEnD Rte' The space between framing and skylights,and the jambs _ Will 7t'' 1]Y173EDM11 N OF SEALANT windows,sic Ir his and doors of windows and(doors,shall be sealed. J Rim joists Rim joists shall incllude the air barrier. Rim joists shall be insulated. NTINUOUS BEAD CO = _ Floor framing cavity insulation shall be installed to i _ __� maintain permanent contact with the underside of OF SEALANT L = e = ,ns,including cantilevered The air barrier shall/be installed at any exposed edge of cavity insulation shall)basin contac�w with the to side . II fht ' t p CONTINUOUS MIIIIMAL = _ floors and floors above of sheathing,or continuous insulation installed on CONTINUOUS RIDGE VENT&/OR FWANDINGFOAMAT - insulation. g• garnges the underside of floor framing;and shall extend CEILING CUSUM BOARD from the bottom to the top of all perimeter Floor _ GABLE Vl'iVTS &!OR METAL ROOF WINDOW PERIMETER ASAIRBiJiRIER framing members. VENT( RIP OR SIZED ROOF, E ) 116 I a e' sulatio where providedinsteadf —.._ ,.. _ ._. i •.'" OFF SEAIANTS B Crawl space walls Exposed a Class rI vapor retarder with overlapping joints ed Crfoor insulation,shall be peranently attached to of ___ .•. --, _... R EAD taped. . OVEILFRATYTE RAFTER. a "%•..'• j OFOSERiiJ1S B Duct shafts,utility penetrations,and flue shafts ext or unconditioned a be — e walls. ' t•''= Shafts,penetrations opening to exterior ed space shall I' :•-• sealed. • 2"X FLAT VALLEY SECURED TO EACH WINDOWUNIT AS CON111ti.ISMINIMAL _ I ---- Batts to be installed in narrow cavities shall be cut to RAFTER Wh3) 16D NAILS. INSTALL 1 ]/4" !I AIRBARRIER EXPANDIIIGFOAMAiT( ---"�-` �- •` .. WINDOW PERIMETER fit or narrow cavities shall be filled with insulation --------- ..._._ -- --- -- O - - - X 2a"20 GA.METAL STRAP(rt RATTER t .., ��-- ETE Na„n,v cavities that on installation readily conforms to the available TO RAFTER. r r CONTINUOUS MINIMAL cavity space.SIMPSON STRONG TIE AB 44 OR 66. .a a . . N ( I ,EXPANDINGFOJIMAT Air sealing'shall be,provided between the garage and — o AIN RAFTER. Embed i/2 Jia, galy,boll 7 IRtI concrete. i� Gainge separation conditioned s noes. r r. Z'A WINDOWPERIMETER P "� •.. .r ' I --- � v'.'°Tar:' ',,° 1 CONTINU US BEAD Recessed light fixtinres Installed in the building Pharma! Recessed light fixtures installed in the building rat...CRIPPLE, STUDS Recessed., � � envelope shell be'sealed to the finished surface therm/envelope shall be air tight and IC rated and 1/2 ”" _ '" rqu„r=1• 't� i, ?- OF SEALANT R ' /lighting HR4jRING p ' ,I CONTINUOUS BEAD WINDOW IINITAS 1/4”MM.20 oAUOE , PLATE — In exterior walls,batt insulation shall be cut neatly to fit around wiring and plumbing,or insulation,that COILS[RAl SEE PLAN FOR / t �—OF ADI1E51VE M f o. y AIR BARRIER Plumbing and wit Ing on installation readily conforms to available space, IIMER SIZE --- r CONTINUOUS BEAD shall extend behind piping and wiring. DETAII,WHERE GABLE ROOF ISMi411tuh r I q I f 1EXPANDING �+; • rq � �, t Font<��i I- � 0 SEAL T FRAME OPHNINOFOR Q`/E121 RAM EU OH'I'O MAIN ROOF._ port NRADIk - 2i4 STUDS NEW WINIX)W OR ' i Co O�i"".""""' B�GI1 �' `' f WINUOWI'ERIMETCR . BEAU CO EX'fGRIOR DOOR u N111dIUJJS t�2"Rop n 1 EiOF E A roR 6T11 112 ITf CONTI) T SIpN'H3 IiURRICANL CLIP 16O.C. s BEAD 'mo¢ i- it I N COIITBTUOU9 BEAD -----CONTINUIIIS BEnD " OF SEALANT': OFSEALNIT _ _ _..>'IOIST „ ti ;'•. ) CONTINUOUS$II.L SEALER 7,30 srrl /�/t�. i�/Qd,4b .mac lGl/!-/d G.13 ' p ;' ��; � � , ,• // i :FULLWIDTII OF MUD5ILL �: D r ,�� . --GIRDER .. I :r uf'LF;R•NUT-- N I , ;' FOlIN0ATI0NWALL A5 ��� AIRBARRIER RAY DONIER ARCHITECT DRAWING NO: RIIFZ JOIST - "c4 LfAcrr slots(4X4 POST) �IlfzEapF�Rob" \,'\/ COLIMEitSLABAS ' AC6 EACH S1DF(6X6 POST)" ` ' \i��\" NRBARRIER CONiBdUOUS BEAU p —I ARCHITECTURAL DESIGN __.._._. tilNlt tiiH rh" ": \��\ a ° OF 5EALP1(T INTEi IRR DESIGN 1tj PLANNING R.DEVELdPMENT DATE. SINIPSON'PB414 TOR 4X4 POST Rdp'...y +ti ai ?r i' • i �, \`, R i STlI2I SON'1'B66 TOR 6X6 POST bieTANbr ' r ,ry I rI"NIDE 20 GA.GALV.STRAPPING i °> ,,i '' a. ".. • /i\`r i t, �I , I6/ „ --MINIMUH 1 e /\�\ RESIDENTIAL-COIMMERCIAL INDUSTRIAL � '• Cr (I,ACH STUD)]1�1; 12 B1�ARII9G ON t�615 DIBTANCd. / / . / / CONCEPiUALAIRSEALING STRATIOY11 rL i � :" � � ii ' ¢ .,a �N � '/ /\� /,�•.� cJ, �(, Di �, 95 RICHN40ND AVENUE REVISIONS' r' i1. o�-«.+r w... ., �.�,..�.�> .k \� '`� �UPPERWALLSECTIO14 0 A S. AMiTYVILLE, NEW YORE( 11701 • ... TT •„ �• AIR SEALING @ Ex � ,. . . �, ,: „ it 7T . t —�� -POURED �`� V F Plyriv00 Sheathing Seahls andJoliits CONCEPTUALAIRSEALINGSTRATEGYII 9F rj 4 � (631)691-1718 FAX (631)691-1718 -..._.. terlo CTTOTrAGL F NE LOWER WALL SECTION _ EMAIL: RDARCI-IITECTc@YAHQO,COM t ) • .... T�••.,.-••r'itr'A'I$T�"'••�r.+Paan+,eP.•v9nR,°M1�*.'a.'•►,61r,4n�MasAN'Sare"safe7roi%rnuteen,naalWrtl"r�A>Pf'A'w'pa`MAPfwIW4YtA�i!a1MJW i I '