Loading...
HomeMy WebLinkAbout41360-Z g11FFTown of Southold _ 8/21/2017 P.O.Box 1179 0 co 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 39147 Date: 8/21/2017 THIS CERTIFIES that the building ACCESSORY GARAGE Location of Property: 725 Jacobs Ln, Southold SCTM#: 473889 Sec/Block/Lot: 88.4-1.3 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 1/12/2017 pursuant to which Building Permit No. 41360 dated 2/13/2017 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: NON-HABITABLE ACCESSORY THREE-CAR GARAGE WITH STORAGE ABOVE AS APPLIED FOR The certificate is issued to Plaia,Vito&Marilyn of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 41360 07-26-2017 PLUMBERS CERTIFICATION DATED A ho ' e Signature SU OLtr G Town of Southold 8/21/2017 P.O.Box 1179 o - °' 53095 Main Rd lei y Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 39148 Date: 8/21/2017 THIS CERTIFIES that the building SHED Location of Property: 725 Jacobs Ln, Southold SCTM#: 473889 Sec/Block/Lot: 88.4-1.3 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 1/12/2017 pursuant to which Building Permit No. 41360 dated 2/13/2017 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: RELOCATE EXISTING ACCESSORY SHED AS APPLIED FOR The certificate is issued to Plaia,Vito&Marilyn of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED Mth ed Signature TOWN OF SOUTHOLD �� Gy BUILDING DEPARTMENT TOWN CLERK'S OFFICE oy • SOUTHOLD, NY dol � Sao 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#: 41360 Date: 2/13/2017 Permission is hereby granted to: Plaia, Vito & Marilyn 162-30 91st St Howard Beach, NY 11414 To: relocate existing accessory shed and construct a new accessory garage as applied for. Two CO's are required simultaneously. At premises located at: 725 Jacobs Ln, Southold SCTM #473889 Sec/Block/Lot# 88.-1-1.3 Pursuant to application dated 1/12/2017 and approved by the Building Inspector. To expire on 8/15/2018. Fees: CO -ACCESSORY BUILDING $50.00 ALTERATION OF ACCESSORY BUILDINGS $180.00 CO -ACCESSORY BUILDING $50.00 ACCESSORY $399.20 Total: $679.20 Bu g 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. New Construction: Old or Pre-existing Building: (check one) Location of Property: 3TC;p NQS C4A,,— House No. Street Hamlet Owner or Owners of Property: V V°. Q f�Ay-'', I -in, Suffolk County Tax Map No 1000, Section � Block_ Lot V-003 Subdivision Filed Map. Lot: ' .(003� Permit No. 413�o Date of Permit. Applicant: �— Health Dept.Approval: Underwriters Approval: Planning Board Approval: / Request for: Temporary Certificate Final Certificate: V (check one) Fee Submitted: $ 50 Applicaift Signature �ypF SOlIT�®l 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G roger.richertO-town.Southold.ny.us Southold,NY 11971-0959 '® �ycOUNT`1,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Plata Address: 725 Jacobs Lane city,Southold st: New York zip: 11971 Budding Permit#- 41360 Section: $$ Block: 1 Lot: 1.3 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Platinum East Electric License No: 34091-ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 4 Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel 1-100 A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency FixtureTime Clocks Disconnect Switches Twist Lock Exit Fixtures 9 TVSS Other Equipment: Detached Garage Notes: Inspector Signature: Date: July 26, 2017 0-Cert Electrical Compliance Form.xls 'Af SO(/l�, 0 cOUMV,� TOWN- OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [Vj FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: otVov, ni �jQ,Gor� u/✓ o✓ oG 1 VL/ DATE INSPECTOR SOpT�ol � o cOUIIi`I TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] UNDATION 2ND [ ] INSULATION ( Vf FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ( ] ELECTRICAL (ROUGH) [ ] ECTRICAL (FINAL) REMARKS: Y*A% 1 DATE INSPECTOR J 50Ulyo �ycOUNi'1,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING VFINAL SN" [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS. cfto�I IS ock eA n � DATE Af INSPECTOR SOUlyo h� �O • h0 cOUNTI,�c� TOWN'OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATION [ ] FRAMING / STRAPPING [ FINAL Pt,..-- FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION, [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) R MARKS: r v DATE INSPECTOR I v- • IL 1 i;� 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 ; _. 1 4 sets of Building Plans TEL: 631 -i ' ( ) 765-1802 Planning Board approval FAX: (631) 765-9502 , Survey South oldTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application a Flood Permit Examined ,2017— Single&Separate Storm-Water Assessment Form 2 Contact: Approved �J ,20 f Mail to: 7,-1 An Disapproved a/c �� Phone: —7t'& Expiration ,20:f I D V Build g nspec or (� \% (� D1 PPLICATION FOR BUILDING PERMIT JAN 1 2 2017 Date —, 20j-7 — INSTRUCTIONS 20j-7 —INSTRUCTIONS BUMDING DEPT. T1DMQrWVFRftJ5be 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 commended within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations,for the construction of buildings, additions,or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code,housing code, and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) (`�� TV QC.�� ✓O lJ \ �N��1`�I (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises Q140 (As o he tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: L�` '7,a 5 5 a e-o b s House Number Street Hamlet County Tax Map No. 1000 Section Block Lot [< J 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 KDI& b. Intended use and occupancy 3. Nature of work(check which applicable): New Building wG p Addition Alteration , Repair Removal Demolition b1herWork - ( escription) - 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units W 4 umber of dwelling units on each floor a If garage, number of cars , Q��w J o- 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth S Height Number of Stories lyS Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories- ` '`";' -: � j n! eJ c r111- 8. Dimensions of entire new construction: Front a3' Rear Depth a Height a1•2i3 Number of Stories 9. Size of lot: Front /5`0 Rear / 5-0 Depth a�/ .• t< 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO P/' 13. Will lot be re-graded? YES NO �Will excess fill be removed from premises? YES NO 14. Names of Owner of premises Address Phone No. Name of Architect AddressgS 2,,,-k v 0 4ve-- /9 Phone No (.3/- 01- 1? Name of Contractor Address i0wKi t-dV e- 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) LL SS: COUNTY OF� 1 being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work wil I be performed in the manner set forth in the application filed therewith. worn to before me this day of Trij 20 1117 CONNIE D. BUNCH ---� � otary Public,State of New Yor Notary Public N O. 1BU6165050 Signature of Applicant 4ualified in Suffolk County Commission Expires April 14,4dc' C- Scott A. Russell � SUPERVISOR ,,GA\(G]ENUENT z SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of So u th o l d CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT) —D®IES--THjS--7PROJEC—""BI TOLVE—A=—OF—THEffi —]F®LL®WING--- Yes No ' (CHECK ALL THAT APPLY) ❑©Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. 010-'13. Excavation or filling involving more than 200 cubic yards of material . hin any parcel or any contiguous area. ❑ C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑ Site preparation within 100 feet of wetlands, beach, bluff or coastal osion hazard area. i El® Site preparation within the one-hundred-year floodplain as depicted FIRM Map of any watercourse. i ❑ . Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building DepartmenLwithyouur Building Permit Application. APPLICANT: (Property Owner,Design Professional,Agent.Contractor,Other) S.C.T.M. 'f: 1000 Date - APPLICANT: ( Dutnct ��3 Sly 00 ( '003 NAME. V f O V)(114',,4 Section Block Lot ` FOR Bl-dLDING DEPARTME I E 0\11'1; Contact Information rtltPlmur Vmnryn Reviewed By4wrvK-4e &AtA - - - - - - - - - - - - - - - - - - Date: Property Address / Location of Construction Work: — — — — — — — — — — — — — — — — Approved for processing Building Permit. ZbN(n Ins IAAv.4 Stormwater Management Control Plan Not Required. tQ ( l ) Stormwater Managenne„t Cont.-GI Plan iJ Required ALJ! (Forward to Engineering Department for Review.) FORM 4 SMCP- TOS MAY 2014 pF SO�lyo! 0 Town Hall Annex # Telephone(631)765-1802 54375 Main Road y AN-C 965 P.O.Box 1179 G • O ro r.rl D. E n Southold,NY 11971-0959 COU NTY, 2 jUH 1 2017 BUILDING DEPARTMENT TOWN OF SOUTHOLD BUILDING UE ° APPLICATION FOR ELECTRICAL INSPECTIZWN OF SOUTHOLD REQUESTED BY: i I-�� Date: 6-12-/ Company Name: - ,1V--i � -C - ----- -- - - Name: Iris - - -- - --- - -- - - - - ---- - --- -- - - --- - License No.: '34091 - r Address: 13 D lecwwetfS g.0 o —IMOLD Phone No.: C-91 - ')(Ay- i y a JOBSITE INFORMATION: (*Indicates required information) *Name: T�'Z�- -I LA I A *Address: *Cross Street: *Phone No.: Permit No.: (9 Tax Map District: 1000 Section: Block: L *BRIEF DESCRIPTION OF WORK (Please Print Clearly) 4F (Please Circle All That Apply) �' *Is job ready for inspection: (W-Sr/ NO Rough In Final *Do you need a Temp Certificate: YES / NO Temp Information (If needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION 04 l � 82-Request for Inspection Form q ��S�ttDCxc per' �G Town Hail Annex �� y�� Telephone(631-1802 54375 Main Road Fax(631) 734-9502 P_ O. Box 1179 0CIO Southold, NY 11971-0959 y "� BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: /ta// Owner: Location of Property: -65 Q , 1 19 r Please take notice that the (check applicable line): New residential-structure E—"�'Addition to existing residential structure Rehabilitation to an existing residential structure to be constructed or performed at the subject property reference above will Litilize (check applicable line): Truss type construction (TT) �—PW) -re-engineered wood construction{P -� T{mber construction (TC) in the following iocation(s)(check applicable fine):- Floor ine):Floor framing, including girders and`beams (F) 4 -___' Roof framing (R) Floor and roof framing (FR) ' Signature: Name (person submitting this form): Capacity(check applicable line): Owner Owner representative TrussResRegl5.docx Effective 1r1r20I5 r 6" DIAMETER REFLECTIVE-RED -- ROMAN ALPHANUMERIC PAN-10 N Ef �`----- --- -- -• - --•--- • -- - --"----DEStt�i+li�?T1 )N-OF Liv:vSTic:;i.T-iiid - (PmS) #187 _ TYPE BASED ON SECTION &Q? OF THE BUILDING CODE OF NEW I — YORK STATE 2" MIN. REFLECTIVE WHITE 4 -- .. --- •-- ���s'rptii��t�eo"cs �'s�ei;t��tf••trdt� •- ---_. . _�___._...�---=----- -•'- • --- COMPONENTS?HILT ARE OF . TRUSS CONSTRUCTION "F" FLOOR FRAMING,fR,CLUDiNG -- G[RDER�A7�t3 B,EAEdS=•y �• - - "R- ROOF PRAMING "FR- FLOOR AMID ROOF-VRA6 146 rnrmsaXE ar `sl°" D 'LE TRUSS IDFi�f F[CAT�ON S[G !" AATE:Q02t3Q5 . - ---- - r-- •- NEW YORK STATE DEPARTMIENT 'OF STATE DIVISION OF CODE ENFORCEMENT ` AND ADMINISTRATION- ;(Eft-T••t31;'�C/.i�= C m ED M m 6 TOWN OF SOUTHOLD PROPERTY RECORD CARD w OWNER STREET _ 70� VILLAGE DIST. SUB. LOT l.f Jl O�E Ct✓ " fi 5 �. REMARKS c TYPE OF BLD. r PROP. CLASS Gf-)_T7. 0 LAND IMP. TOTAL DATE gP 3 QSS SU If �Qsernertf ( ircci-y0 Lo 2hoo Lo F-71,alv A ' r"; 3 l0 50 a J .. J (9th 8' aY E 3 P 382 0 r. iLo _ Lo m Lo La m Lo v FRONTAGE ON WATER TILLABLE . m FRONTAGE ON ROAD WOODLAND m DEPTH MEADOWLAND N -- _ BULKHEAD HOUSE/LOT m m TOTAL O N OF SOUTHOLD, PROPERTY RECORD CARD w OWNER STREET VILLAGE DIST. SUB, LOT 0- 1E - �- r FORMER OWNIfR N E �-� /•�� `sem C - 1 $ DYE . ! "' t� s Y� w TYPE OF BUILDING ? ` `r. - ' RES. j SEAS. VL. �-}� FARM ' Cd v4, C.B. MICS. Mkt. Value o LAND IMP. TOTAL DATE REMARKS w c 0 3 jor N o r AL � PHf .or I 7-17 9 3 Qb /3 acs f `3/z: S ,� • .,��52- 1- �" 94 .1 �rr�� J YGA- j Q It 14 co BUIL JNG CONDI i �' v'�, .6/3 „ �� •r /�"dr� 5 /730 U) Lo N CRMAL BEL - J R.(G4' YI5Tai T"f7 Z� � - Ir -7 (o r l QZ 2 zeei TiJlabie FRONTAGE ON WATER �i m ftodland FRONTAGE ON ROAD t, _ mm V�eadowiAnci DEPTH C14 _ 9 P> aSwS- reu}cd � i nr -SIO ID -cause Plot BULiCFIEAD 11 `� - t /^f� m total �— DOCK ■ ■ arINS No jj4a IT. 51 Now IN 105, 'Odom ..�i■■■!■ISM, M ■�■ 4. SON ■� ■■■■■ONE ■■■!■■■■■!■!■■■■■■■■ ■■■ ■■■!■!■■■■■iii■■■■■■■�■■ �■■ ■■■■■■■■■■■■!■■■■!■ ■�■■■� ■��■■!■■■!■■■■■■!■i! i■■■■!■■■■■■! ■■■■■i■■■i■■!, Rooms 2nd Flo �d1il�•Y �riri+a f • "' - • - . ' -• J + �r.r•rrr.rr•'�'•1�1• - p - - , T��rTtr rr r •r1�w� 7+-j:- ! i •+r,ui�a..a_r.nY ••Fr _ Y yr+i•y-rr�Y�.rrTfi r,•s1 ` ` IA W �a,yY1 p��E. .Y r ■■ J - - yr. r 1 - , Y , r - • F - ` J�7/(' - • +* �� 't jig ��� '1' .�Y_Ir • - yf ray r - `"' • r ` " r _ •••'''.yypppr�������yy��.'''�1UYl�' y AP rr r +` • '. r - f�i 40 ` -• r - " r• �Jr�.�i4jyrj(r��.•11y�ri } 1 • •r ryh,� 11 ' I . Iii r r.'T • _ ''"' r TOWN OF ISMO to His. � f��i'1 , NOW YORK �f�' 0 • � ' . f , y�r �r� Y' 01-1.3 - -•Pte, ` F i • --; ----- �ylr��y�W+:l���•�y,�'�� y�1 ` �' 1 ,r, F i •' r e'�,p���l.Myy"rw1« i�14 �YW�I 4ffMt ��7 ,� � � lr7�1!i•!y F�. +IIWH rIRlISr1iIV HYaYss A. PUAWN late" FAW r �. � Tti+r•3� �% 'IHSb1aTyil�pirGh rWYl4fr•�� i 1 r t ■�{fYJ16 �•�!•i „ t i 1 414 �Y L. r ��75�'fi``•ri.rSff•� 1 r-•ti�'�•F.. r+ .yy�•���,.� ty:~r . - r 1 " - ^ SfVrR17 _ + r f�• i Y r �1� •1i:a i Y Ily ; ' ` •_ • � �' ' • rt ,yi Y•{f'�•y��y Abc Imo.. • j-I�IC'1 + r i y1 }I'r •l�i� ,Ir.ML=1do Ig •f{ `• r . IOWt Duerr f�Yc liftiit YI � + ~- �"',� �� �• �r•+�•#r � r a. '1�JIli/ M+lfl u1�+1�"�Igl - - .I.-Y... '�"_'c _ � - ���y�lr � �r rs+Yi+slrf�.i�C•� �` ,�►. •� __ - - -- �• � - • _ r � • E !,I - 4 r` � `'+`+' • - - - -- - - --- - - ., - - ' �- �_ r _ - r- ,_ is i M u t _ 1• kk Ir me 2e s- r p - I , ]ss-+f.•YS+9...-•^•TJ- .....�.mss_• p_ a?�<•.'�' II,•� •�,+rV+.'�: .Y Yy�� -� .. �r ry,r•r .i .,w + ` F• Y,• - • ��► _ rt kms•_ - ., r• +• _ .,Y r�:- .xw�-t •+Y il'•C*-►rr •.T 'r�Y'Ir-+u � ,r, ` _� , —+n .•+ + f ,3 rs'f13,4 iy�ti�11 i �.••._ ri'•�,_•` 1 •ry , ly•� i -J r i � •, Pmmw IL "SWUM CY •- ru � .-•• .. . r� r -.,Y Y - - r - -' - - ---- - "" - - - --- -- - - - -"--•- -- - " - - �i1tr!}T/.�! �r.�rw..�•wwr�r�ww�w�Ki G �� -- -,,•'•� '�..IFi.:-L-f+�'•-' `��`"`•�.�' =`.•1._ I .' � .� - ` - '.aia,rCiii���`.�F%�}%ss w+ - ' --'•'•�_-- - ,� . �r•�Ill-r ^��p lyl,.� �J-�!'t�'-� ' - IY� RIt7#iIYILlE8i�Y1f�- .r-.i .�"� ' A -ice' I '; -r*. ,,�'':•-•;,r i fir, iF " - 1 IGbY.¢wl`c1•+"W.P.•� W f" •• CIr1 LE�i<l ii r �-��R*'r""`�'•��.••. �,���� •� - � ice-, . r u ,� �.. y - - yr•, _- - - MOM ,aarer�wlr�lwlplc _ ( i`IfflF''�!1 i 1, �1R'aT ~;y t.- c.j��'•-_ _ _,^ 1 "+�eei+�- ;.� . - _ 1 - �Ri���f Yt Ll��, �4".- 1irRiM��1pG�• �' s SURVEY OF S9• �� I LOT 1 0 3 �F 0 0?p., i" T Ro MAP OF °"Fo o�' L q.A - DEERFIELD FARM Z44 F°4 •Yp O,� FILE No. 10596 FILED MARCH 27, 2001 R �? TyF LA'S SITUATED AT ® co'986c�FR�4T BAYVIEW �Q 4,T�'iOF'To, ; TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK 8?3s�°�yry S.C. TAX No. 1000-88-01-1.3 h SCALE 1"= 40' APRIL 10, 2001 - FEBRUARY 27, 2002 REVISED PROPOSED HOUSE �j APRIL 14, 2003 REVISED PROPOSED HOUSE AUGUST 5, 2003 FOUNDATION LOCATION �q-cc° \ MARCH 9, 2004 FINAL SURVEY o= pQ \\ AP I2004 REVISED SEPTIC SYS. TIES PER S.C.D.H.S. rytb v 4oJ \\\ MAY 14, 2004 REVISED SEPTIC SYS. TIE JUNE 9, 2004 ADDED PROPOSED POOL JULY 27, 2004 ADDED PROPOSED DECK APRIL 23, 2017 GARAGE FOUNDATION LOCATION LOT 1O �. �� o\ 29I AREA = 43,650.00 sq. ft. 1.002 ac. a •"�/, _ \\ ���o ;._ CERTIFIED TO: N •v°// aO e \\ AA ; « SAFE HARBOR TITLE INSURANCE COMPANY - IS930•0 gQ ?rs �. . WEBSTER BANK N 3 WILLIAM DOLAN III . • p d' MELISSA'DOLAN 0I ^N 2AD Biel ° NOTES. 4�Q�ye" ° •• �� 1. FLOOD ZONE INFORMATION TAKEN FROM: X. I x 2,6' .1 h• • FLOOD INSURANCE RATE MAP No. 3610300166 G B ` ?,8 �ry�•4' �O� �O.'® r 3 i ZONE X•: AREAS OF 500-YEAR FLOOD;AREAS OF 100-YEAR FLOOD AVERAGE • DEPTH OF LESS THAN 1 FOOTOR WITH DRAINAGE AREAS LESS TITAN \I • • 1 SQUARE MILE;AND AREAS PROTECTED BY LEVEES FROM 100-YEAR FLOOD. 42-Q 1\�� �c d.•' E x: AREAS DETERMINED TO BE OUTSIDE 500-YEAR FLOODPLAIN. 3 r` p i Q� • S.C. .H. EFERENCE No. RIG-02-0024 e �M' «���> LpQ p • 3. A ARE TO FOUNDATION HOUSE. c3' Af GbjJ ` $=.lam ?�? �f *�. \\\\ �•• d 20, 0 8�Po�H •• ' O �9�p\ oG�\\\\\ •d , Q% SEPTIC SYSTEM MEASUREMENTS cF\ 3 G • • O = HOUSE CORNER A' HOUSE CORNER'1i' K +I • SEPTIC TANK 36' 24' iY� o' '•• PREPARED IN ACCORDANCE MINIMUM y� • LEACHING POOL 1 26' 3t' srANDARDs FOR AS sHED -Cp EK THE LIALS. qN 0 '1• a LEACHING POOL 2 44' 36' �su�CSHOus 0 �tiE RK ?912 , N� ,iI' LEACHING POOL 3 49' 26' ��i c� 0. ``e 4 11L A ,y � �x 4 7- D V j , .d •• N. ale 50467 UNAUTHORIZED ALTERATION OR ADDITION MAY /� e SE THIS SURVEY IS A VIOLATION OF Id1A G _ `+ 2017 - SECTION 72LA OF THE NEW YORK STATE ■ i� EDUCATION LAW. Nathan win III .�� COPIES OF THIS SURVEY MAP NOT BEARING _ THE LAND SURVEYOR'S INKED SEAL Land Surveyor � EMBOSSED SEAL SHALL NOT BE CONSIDERED BUMDI G DEM. O = CE BE A VALID TRUE COPY. , CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY Successor To: StanleyJ. Isaksen, Jr.-LS. TOWN L� T7T� T IS PREPARED,AND ON HIS BEHALF TO THE O N O So■+ HOLD �(� TITLE COMPANY, GOVERNMENTAL AGENCY AND Joseph A Ingegno L.S. LENDING INSTITUTION LISTED HEREON,AND Title Surveys —Subdivisions — Site Plans — Construction Layout i TO THE ASSIGNEES OF THE LENDING INSTI— TUTION.CERTIFICATIONS ARE NOT TRANSFERABLE. - PHONE (631)727-2090 Fax (631)727-1727 THE EXISTENCE OF RIGHT'OF WAYS - OMCES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD. IF 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 r 1 II - - -- _ - "i ail Table 3.9A Rafter/Ceiling Joist Heel Joint Connection Requirements --" - ---- - -- _ ------------- - -- ---- - -------_ _.- __ _ --_ ' ,� - --- ------- - _..- -_--- --_- -------- . - Table 3.1 Nallilig Schedule - _ _ e (Prescriptive Alternative to Table 3.9) - GENERAL NOTES: Number of Number of - - _..,.-.moi ��� r� ,.,........r � �� a • , - Joint Description Common Nails Box Nails Nall Spacing Roof Live Load Ground Snow Load • - - a , ' w + b ` r ' + ' - ' - + a a These drawings have been prepared by the undersigned&to the best of the undersiglleds knowledge,belief&professional judgtnent are in compliaJlce with the ROOF FRAMING' "=1'.il?:`-�'•._::'_� "'r-.'.'?- , 20 psi 3f1 psf 50 psi 70 psf . ` +• • - • I . • 1 ' ��.,�,�.�.�.,,g7,(� INTERNATIONAL RESIDENTIAL,CODE 2015 EDITION. R301.1.1 Design Criteria in accordance With American Forest&Paper Association(AF&PA) Rafter to Top Plate(Toe-nailed) (see Table 3.4A) (see Table 3.4A) per raper Roof Span(ft) J' + a . . - + �'r`r"s , ' Ceiling Joist to Top Plate(Toe-nailed) (see Table 3.4A) (see Table 3.4A) per Joist _ 4e Ca-- V a� r • i Wood Prame Construction bdanual for Ouz&Two Family Dwelling(�4tFCh4)2015 Edition. each lap 12 24 36 12 24 36' 12 24 36 12 24 36 M s. Ff ,� +�• L t_ .�{J a a• tit a ` y` . �4 "! " Ceiling Joist to Parallel Rafter(Face-nailed) (see Table 3.9A) (see table 3.9A) * `- �$.+•�•V r J.G� � -si f . . + ,'�'"gy,+ , ' , ,. ° ` yin each lap RR•• ; + Celling Joist Laps over Partitions(Face-nailed) (see Table 3.9A) (see Table 3.9A) Rafter t=,xs . 1py r ,. y �d , Architect has not Veen retained fi r supervision of project;or design of electrical,heating,ventilation,air conditioning or plumbing work. Licensed contractors to Collarne to Rafter(Face-nailed) (see Table 3.6) (see Table 3.6) pertte Rafter Slope Required Number of!6d Common or 400 Box Nails per Heel Joint Connection'''' - Ir �}�.,;ti �i a�-�tf , , i'�e. .121fiiY` 2.8d 2-Iod eachend Sparing(In.) .•-+t{IV, ` 11,'•' ,LJ • I115tA11 this WOl'k. RimBoard oRafter(End-'led) + _ !e- ,» . _ st . rear- M ' ..b,•yr�l�.y.a*m Ijyr`+i't yP„r' , Rlm Board to Rafter(End-palled) Z-S6d 3-I6d each end 12 3 5 8 3 6 9 5 9 13 6 12 17 �rrl l4 ,,Vy��, •4 "Je .,Hg1TJH7"fpi;{M•)lll .,ii1`�4K'F 1�91Y' +' ;,:;_,:s+ s•;., ",:';,t:._„».,,:,.•,;•t:, :.-:.' r. „ 16 4 7 10 4 8 12 6 12 ll 8 15 23 + . ` ble .r:- r.I...,t,, ..., ,:.:-,..,f - , ,:,,_�..., :.,,.:n.,-,WALLFRAMING, :,;,'.,,g.:e,,:r.la.6...,. ,. _ .__,_ ' „ IK� + 1 ' Concrete work shall conform to the INTERNATIONAL RESIDENTIAL CODE for ONE&TWO FAMILY DWELLINGS Cha ter 4 Section R402 2&Ta 1---....., ., €„. 1 , ,,..c . „ 3:12 - ' 4 urbed so 1 loll Ue1r g I c y f p t S p oncrete foot g &foundation Walls as r q red. Concrete -- -- - _. '. • 04 it1Slt! WACtI � ' P erfaot - - ` Top Plate to Top Plate(Face-nailed) 2-I6d 2-I6d P - 12 3 q 6 3 5 7 4 7 SO 5 9 13 . f f U 1 3 > Top Plates at Intersections(Face-nailed) 4-16d 5-'fid Joints-each side "• ` • r r p OteC11On OC!2111 Olt g CdI Cast Stud to Stud(Face-nailed) 2.16d 2-16d 24'o.c. 16 3 5 8 3 6 9 5 9 13 6 12 17 • w ,• ` .. Bear foundation system on undist it mit in ca Ja it o 2 000 s to c m s e m O � �� 8402 2 - -- -- - r� .� ,,i�,.. 4:12 * y r ^in to Hander to Header(Face-nailed) 16d 16d 16"ox.along edges a '` - • 'w +e - DAMS 1W' 12 3 3 5 3 4 6 3 6 8 4 7 it a ,� r1 FJmshe gf dL ShA p o�Jd p slhva dlan at ) -ora build g not onto n g or g p p rtJzs.. • - Top or Bottom Plata to Stud(End-palled) (see Table 3.SA) Isee Table 3.SA) per stud 16 3 q 6 3 5 7 4 7 -11 5 9 14_ • . / A' rAayyy .� yr try Prr sygg�+ .Jyf�� d a Il r e o rage va'fi in & zi lib in ro e Bolton}Plate to Floor Joist,Band)olst,EndJolst 2-I6d''' 2-I6d''' perfoot ---- 5:12 - s ro �,sL, *,or,� ",41Yi • '• '•' or Blocking(Face-nailed) s 1� 3 3 4 3 3 4 3 4 6 3 5 0 r _ l_ _ + �"Y "i 3 3 5 3 a 5 3 5 B 4 7 10 + ' - A� gUITOLK NTYa NEW YO . Joists,studs,blocking&bracing shall be hem-fir#2 or better,Fv=70 psi,Fb=850 psi,E=1,100,000 psi.. All sawn beams,headers,posts&girders,4"nominal, : ., :..•.,,..;: ,,..,d.<e::'.o,.` _": ',a w 16 • 'S * _ _ _ .. - - _ 00. Mlcrollams& r ... .,..,..: =,;.y .,. ING, ,:, .l., ., 1 , ,,, rt _ _ ___ __ F ,,;, _<;, , ;, ). -,,: ,y. ,. FLOOR FRAM .?, •+,:) __ 7:12 - ' a I a z US JOiS 1 Afat•mlllan of 1. All to be installed m act.ordance with manufachirets p clficatlons&details. - --- - - 1�1 Par 111 ills s 1 Il 6 1 R mist to SRI,Top Plateor Girder(Toe-nalledJ 4-Bd 4-Iod per Joist 12 3 3 3 3 3 3 3 3 5 3 a 6' + . - �''!' `pr �.syr,,r•J�.�. shall be douglas hr-Iv'ch#2,Fv 85 psi,Fb 825 psi,E 1,400,000 psi Parallam design a•iteria•FU-2800 psi,Fv-290 psi„E 2,000 0 0 Jol t tngto Joist'Toe-nailed) 2-ed 2-10d eachend - + ' / {, 'Ir a �r �T� -egtLa S C 16 3 3 4 3 3 4 3 4 6_ 3 5 8 • 3z6 �' r JsLir.a4+ ' Blockingtololst(Toe-nailed) z-ed 2-Iod eachend ---- --- - --- r /-.64�f1�✓ O/C � in orth se inwhicht y eused. Nail g 9:12 - - -- -- --- _ • Y >p 3 PrP alocking to 5111 or Top Plate(Toa•nalledJ 3-S6d 4-I6d each block 12 3 3 3 3 3 3, 3 3 4 3 3 5 " i _ - t +�, irr'; �o'x zQ{,����7 ` , Ledger Strip of Beam(Face-nailed) 3-I6d 4-16d each Joist 3 3 3 3 3 3 3 3 5 3 4 6 • �� , '� All rough framing members shall be fi•amed,Anchored&braced so As to develop the strength,rigidit &• to 'it'f e u o he Ar -in Ledgenledger Be m(Face-nailed) 3-Bd 3-16d per joist 16 _ _,t� _ + F 13t�. • ` « + �,F�11a111ssx M �f+elt�t 1 �1 pawo IKME cotmzctious shall be in Accordance with Nailing Schedule,TaUlz 3.1 of tlla WFCivI 2015 Edition. 3-I6d 4-16d Per Joist 12:12 s .a tl°fF*L 'tI := �r�'O�y�M"0 H� Band Joist to Joist(End-nailed) 19,2 3 3 3 3 3 4 3 4 6 3 5 .7 r Band lolst to sill or Top Plate(Tae-nailed) 2-16d' 3-I6d perfoot _ 24 3 - 3 4 3 3 5 3 5 7 3 6 9 � OMM g+J!.[tiiP rir-,� „ 4 All structural steel connections shall be'Sir-IPSON'or equal. :t<t.s.. t.k",' -i'„> 1 ,"14..• i '' d?,;6 ROOF SHEATHING ?:,� :' a ^ .r* anter. Hut- l aulzed or stemless steel fasteners o Wood Structural Panels___- _.. _-8d 100 Isee Table 3.10) able 3.10 ea ttachment R Irement.=for Wlnd p ' C - � - - , AM �4 �� ,� AJIL Wood In contact waft concrete to be A Q Bated lumber. Install tLrrnue shield tvrth p } P g Y _.- ING •-' • ` e tl Ex osure B `�' -T ,�� T Roof Sh ng A li Ilam! - �J-XT C tr a of b di al r nl . r;r,,'--:,. ¢,. ,.• ..,I :1 :.":' :v- J: CEILING SHEATH >-r r -,., - Loads ~- nstall file-Ulocl, i all areas Gypsum Wallboard Sd coolers Sd coolers 7"edge/10"field : I e ,� - g .--.---- - -------- - -------- -- ------- �� - ___ _- '.,: V J F �, ;�• -'"•- J .;,..,WALL SHEATHING Z _ • .j'•,., '{, , {".-.,.;I:..;:: w � I a �e(j�j�l ` Windows to be mnnufutured y AND)RSCN 400 SERIE p &sl2e As noted o p ` � I 'm a require As per sec lel Wood Structural Panels 8d IOd (see Table 3.11) 700-yr.Wind Speed 3-second gust(mph) 1 115 120 13 140 150 160 170 180 195, '@1'� + ?� �►.Z•��! F Z Y' - �� _ \ .7 !' �� PP � itG ' • • b S•Ty e n la Structural Flberhoard Panels STRUCTURAL SHEATHING . 'I ` 0 / i + ❑S d lr etwee J 1S - 1/2" 11 ga,ealy,rooMg nail 3'edge/6"Reld ` ` L`y(. ` +. " lF • � i+ _ '}�,�' --___ __`-__ _ __ -__. - (0.120`x1-1/2"long x ng ria head) E f E F E F E F E F E F E F E F E F E F'`K b � -r + •-` -r r . '-`_ ________ - -•., I t'Il t idging h n o ts,max.7'0"o.c-. 25 32" 11 a. aiv.roofing nail - 3"edge/6"field Rafter/Truss . - + +a++ "' : - ' Fr f „ / g g + 11. a ��,.��• r Stair shall be min.36"wide with max.7.75"riser&min.10"tread. Handrail to be 34"-38"above nosing. Enclosed usable space under stair to be one-hour (0.120"x1-3/4`long x 3/8'head) Framing Rafter/Truss Maximum Nall Sparing for ed Common Nails or IOd Sox Nails(Inches,o,c.)' t` _ _ _ - _ _______ - __ - ,.'r e 4 + -: I r,«b' • BIZ g'4'"ry coiutruction(5J8"type x gyp.bd.over fronting). A4in.,headi•oom at all stair areas shall be 6'-0". Section R311.7. SheathingLocation SpedBc Sparing(In.) -'� + + .-- - --- ' -_- ---- , Gypsum Wallboard 5d coolers Sd coolers 7'edge/10"field +II: E r^"�* "y,,,� A •' 1+;Ay t` 'M liiJltlasl �s a:,Ray ig Gravity,G 1 ' + "4�rls*� ,,,� +'C.• , 1� MIt" - Install all necessal flashin as re uired for weather rotection&ass eci,fied in all ertainin sections of the Code. 3.11) Y g q P P P Hardboard - 8d Bd (see Table cturer) 12 6 12 6 12 6 12 t 12 6 12 6 12 6 12 6 12 6 12 6 12'1 , '' 6" + ` . g Particleboard Panels Hd Bd (see manufa • y „ ,. ;,q, -- _ - r;:rr�v,1,.. ri!.ry.C;;,:: 16 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12, . F s • I 4 'L r , « « , .,,. t b �'+ r Iustall 5/8"t} e X r sum board to ceilin at boiler Area. •i k + a ..r:. ,.(.b.,J;"4;K:r,�: _ FLOOR SHEATHING'`"I,t,..,., ill,.::" ,•,:: 0.49 19.2 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 1} ;-Y ,J, I.,,• i* + V �• +-+ 1 + 'P �P g Waodstructural Panels 24 6 12 6 12 6 12 fr 12 6 12 6 12 6 12 6 12 6 1Z 6 12 Interior Zone 6l W �•++ b �'0 1"or less Bd lOd 6"edge/12"field 12 6 12 6 12 6 12 4 12 6 12 6 12 6 12 6 12 6 12 6 12, a•+� , , Iustall waterproofing to foundation system as per SectionR406. greater than 1" lOd I6d 6'.'edge 112"aeld 16 6 12 6 12 6 12 G 12 6 12 6 12 6 12 6 12 6 12 6 37` ' -- - r ---- ------ - --- - 0 42 fy` �.f•'f: ya K i a1 .. . 1. �CBIC ��,,����,/y^tt�•7-y-. Nailing requirements are based on wall sheathing nailed 6lnches on-center at the panel edge.Alternative tnalling schedules shall 19.2 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12', « � FsP'IeG]g � be used where wall sheathing nailing is reduced.For example,if wall sheathing is nailed 3lnches on-center at the panel edge to 24 6 12 6 12 6 12 i 12 6 ]2 6 12 6 12 6 12 6 6 6 6 ,� + '�: � + ..•1•++i"*' 'moi a ��iM�lrI�� J�[3� �rYt� y r all ite& oil o6taln higher shear capadtles,palling requirements for structural members shall be doubled,or alternate connectors shall. 12 6 12 6 12 6 12 �{ 12 6 12 6 12 6 12 6 6 6 6 6 6- 1 •� '� ►•' ,1/`' , ,r*is` 7 03300 Idt�,arF 49 l�Cf't�prrf,'YSI:g/1�'►�=4g�1 riling. PI Contractor shall check&ver16,all dimensions&conditions at the job site. The ORTi);R&/or BUILDER are responsible fm•verifying S 9 used to maintain the load nth. 16 6 12 6 12 6 12 i 12 6 12 6 6 6 6 6 6 6 6 6 6 Q., 1 ,kyr « : ' When wall sheathing is continuous over connected members,the tabulated number of nails shall be permlltted to be reduced to 0'49 19.2 6 12 6 12 6 12 5 12 6 6 6 6 6 6 6 6 6 6 4 41 � 'syr.,., r,14t '�S l�S r p .A.g+ • �� ��'����r�*����+�� � conditions shove&below prim•to all colstivctimt„ Soil conditions for construction shoWd be tested by a softs eug[neer. 1-I6d pall er foot. 6 6 6 6 6 6 6 6 6 6 4 4 4 4 4 4• ♦ 'rtL+r' "" ''r.l� '.wY+r 3 �C 4 a•+a a' v ' i'" w 1 I ...- - ----------Q- - -- -,.;•I,, 24 6 1z 6 12 `I r .'L lir 's 11 .1T�1, 'r t,ti Perimeter Edge Zone 12 6 12 6 12 6 12 0 12 6 6 6 6 6 6 6 6 6 6 6 6,> ` k ` �. A Architect recd tuends that building,decks,porches,additions&pool locations be verified by licensed surveyor for proper setback requirements Table 3,28 Bottom Plate to Foundation Connections(Anchor Exposuresz rt - «~ bef a th c - __- _ .____--___-___ ------- Bolts)Resisting Lateral and Shear Loads from Wlnd oat 16 6 12 6 12 6 12 6 6 fi 6 6 6 6 6 6 4 4 4 4' - yq A.. F + of proce dung wi onstruction. B and C 19.2 6 12 6 6 6 6 b 6 6 6 6 6 4 4 4 4 4 4 3 ;t 4%.^ . (Prescriptive Atternative to Table 3.2) 1 24 6 6 6 6 6 6 6 6 4 4 4 4 4 4' 4 4 3 3 3 3;1 ' 4 . " q , * Verify all dunerJsions-all written dimensions take precedence over scaled drawings. 6 6 6 6 6 6 6 6 4 4'"¢8 - y+'+"w •rr "' Gable Endwall Rake or 0.49 - 9 .• "w 1t of these at chitecturnl dr.nvl shall be educed or 1 ed without writte , ,,.,,k. + • r � No pa 'rigs repr ante• n pernnission Uy RAY DONER ARCHITECT. For Exposures B&C and all Wlnd Speeds ','i Rake Truzs with up to 1' -- II' «�■ - y, . !I _ ______ . _-._-__._-- Rake Overhang 0.42 6 6 6 6 6 4 4 4 3 3;7 .dor, • + +.,a•,~•"' _Ir,,l►'y 9 .-----_.------------ Maximum Anchor Bolt - - . _`t0'�' r 11r fr Anchor BoltDiameter(in.) s=a4 -_ _- _ _. `- -- i , « Sparing(In.)"' b. in 31 I + " � , •,, ++'-•�+, NOTE: UNAUTHC}RIZED ALTERATIONS OR ADDYTIONS TO 'HESE DRAWINGS & 5/B" 4B Table 3.11 Wall Sheathing and Cladding Attachment Exposure B;! r ~' ,t. :,•' 4 '^ ' r1e�39�Cld�V�tJG�' • Requirements for Wind Loads ' Irflermt Joerrex DOCUMENTS IS AI VIOLATION OE THE NEW YORK'STATE EDUCATION LAW. COPIES 1 Prescrlptive limits are based on assumptions In Table 3,2. ;) 1 ' ' OF TIIESE DOCUi�'IENTS NOT BEARING THE ARCHITECTS ORIGINAL SEAL& ` .. s � 'r sr' ` ` r SIGNATURE SHAf,L NOT BE USED OR COPIED IN ANY WAY UNLESS BY WRITTEN 2 When anchor bolts are used to resist uplift,lateral,and shear loads,the maximum anchor bol[spatting shall not exceed . '! 700-yr.Wind Speed 3-second gust(mph) 1 115 120 130 140 150 160 170 160 195 + ��.�y,,� 'the lesser of the tabulated values for uplift loads(Table 3.2C)or lateral and shear loads(Table 3.2BI). For other anchor . l - k ' , ` - + �i..iriiM JI'I)i1N. -iM• yl• �ltM� 9rM 10 I + - it PERMISSION FRIM THE ARCHITECT. ;d STRUCTURAL SHEATHING �� �.-A ,( �I 1►g" ., ;. -�' F . -. __ bolt Ilmltatlons zee Section 3.2.1.7 and 3.2.2.3. ' _'La.,t 3 Tabulated anchor bolt spacings For shear loads assume walls are sheathed In accordance with sectllon 3.4.4.2. For other E F E F E F E F E F E F E F E F E F E F - �'� ' ? Z, h' ,a. /17]C � *„ '" SECTION 8301 'wall sheathing types the tabulated anchor bolt spacings shall be multiplied by the appropriate sheathing type adjustment , Stud Spacing is a .,_.yy, DESIGN CRITERIA Maximum Nall Sparing for8d Common Nails or lOd Boz Nails(Inches,o.c.) .. ' y "-+`��� �� , '1J,�+' ,�, 8301.1 A IlcatiOn. $uildin S and SI[uClu[es, a d arts Sheathing Location - - .1* a +' Inches,o.c. factor to Table 3.17D,but in no case shall anchor bolt spacings exceed 6 fee[on center. ( ) •,, � �'r - ,,• ,� .� PP g P 4 Lateral connections shall Ue designed to resist the loads in Table 3.5. d 12 6 12 6 12 6 12 6 ]2 6 12 6 12 6 12 6 12 6 12 6 IZ' + » , �,. • ' _ }�. - thereof, shall be constructed to safely support a l loads, : f - including dead loads,live loads,roof loads,Flood loo s,snow .z; Interior Zone 16 6 12 6 12 6 12 6 12 6 12 6 12 6 ]2 6 12 6 12 6 12r . + _ ,41 ' ii loads, wind loads and seismic loads as prescribe by this _�xk ¢ry+ An Z4 6 12 6 12 6 12 6 1i 6 12 6 12 6 12 6 6 6 6 6 6` ' b.} e + ' .2 S* 6'*,- r` + � ®$�■ I��VGD AS FR1�I ED 12 6 12 6 12 6 12 t l2 6 12 6 12 6 12 6 12 6 12 6 12 code.The construction of buildings and structures'n actor- P/a f, M dance with the rovisions of this code shall result in s stem Table 3.2C Sill or Bottom Plate to Foundation Connections V AA - - k' i ti - -1 P Y EApVSure B� perimeter Edge Zone 16 6 12 6 12 6 12 6 11 6 12 6 12 6 12 6 12 6 12 6 6• - » • + i , h that provides a complete load path that meets the reyuire- _ Anchor Bolts Reslstin U lift Loads from Wlnd " Mq� � ( ) g p 24 fi 12 6 12 6 12 6 11 6 12 6 12 6 6 6 6 6 6 fi 6' ' - + "' +�„�' - + ' w mems for the transfer of loads from their oint f ori in (Prescriptive Alternative to Table 3.2) li,y ■il p g DATE: I .P.# -., ' Table 3.17D Shear Wall Assembly Allowable Unit Shear Capacities,Maximum Shear Wall' ' - �, , I + ...� - +s W �*• through the load-resisting elements to the foundatio .Build- 700-yr.Wind Speed 3-second gust(mph) 1 lis 120 130 140 150 160 170 190 395 _ ,agOgprq _;,r'tlr _ J ' ings and structures constructed as prescribed by this ode are ������� ' ' Segment Aspect Ratios,'and Sheathing Type Adjustments - __ 4* L �•�•f�,3d�c� r �P .�. _- deemed to comply with the requirements of this sec[ n. FFE i ' By.---- ,�t'� ��(�"�'t� y 3 I • `. - "• - + Z - gob?Mrea Iwo r:,� „ '�"�,+' R301.1.1 Alternative provisions.As an alternati a to the NO i IFY BUILDING DEPARTMEI�i 1 hl ' 1F S It of Bottom Plate to Foundation Anchor Plate =r ." a:,fr a +-g' +o,e* J A Foundation Supporting Maximum Anchor Bolt Spacing(In.)• *•r. . - .; •"` i EE r Bolt Connection Reslsting she - . ` .. -.. requirements in Section R301.1, the following andards 7E5.1 e,.,1? ' t a ,ln. Jtgfr itytsle - 4 8 AM TO 4,r.,( FOR THE g En Zones ° ASD Unit Shear Maximum Shear . • .� "` '``- - 'NW JLP - , + _ �����s�lj�1'..te{� are permitted subject to the limitations of this cod and the Sheathing Type '' .• - •1RLW1~ t+ IYirJ�" V - 8 g j.7 I.�J LCIa11y,. 1-3 stories 72 71 57 43 35 30 27 24 22 20 Capadty of Wall Wall Segment ° - - _ aeRR F�I ��I':lir`+•' A<'p': Ti"",It-'. 2x4 '' t. ... Adjustment Factor . A+•-+ + . - _ - - c njun do (with t se sta ell sneered sig l IS used Jn Interlor Zones Exterior Wall SheathIni:, ` Nails and Spacing Assembly(Plf) Aspect Ratio . _ ' "�' r .�.�.•-..�..�. conjunction with[hese standards,the design shat comply "�' ,r^1,1•T' '„ Tt'.'(J 'p_- -+n r Uplift Loads 1.3 stories 72 72. 66 50 41 35 31 28 26 23 ' Requirements - '» ` ' �+"""'^.' �lH l� --r '+ Fl V' V.�t lL.al Q t a , L a'End Zbnes Interlor Wall Sheathing Wind Selsmk Wlnd Selsmlc Wlnd Selsmfc - -�X C( S T with the(nfernntiona!Builrlialg Code. F'F C>'J 'L awst rar Itn a�ttrJt'Tlx1. FOi3 POUF?EU C�1`;' .E i E T�US�PE.�CARD('�31� REQ �k 1 r411p ,•T'l�Y '-Salrti'7 'tF +• fhM.t Ga,tgiti�lsi'4ta_l c.•! 1. AF&PA IVood Frame Construction Manuaf s 2x6 1-3 stories 72 72 68 51 42 36 32 29 2fi 23 - 1 - y - ., • ` « InteNorYonea , `• (wFCM). 2. F;O�1GH - FRhP'.�IrdG & PLU rSBIfJG No'Shu athing or Non-Rated Sheathing ,J • C _ '� ISI S uldnrd for ColrlFormed SreeJ Fr piing II ISUL V I ----'--- "'': 1/2"Gypsum Wallboard(Unblocked)', Sd cooler naps- t ~'- + - - - - 4 1-3 stories 72 72 72 60 49 42 37 34 31 27 - � '�� 'r'� -�T A tt 3 ATION D'��F. �f� ' PROCEED WITf 100 100 1.5:1 1.5:1 4.36 7 77 .. - iut d 17 U16:ol - Prescriptive Method for One- laid T1v -F'atnily �US r AIMING Table A-3.4 Uplift Strap Conneetlon Requirements(Roof-to-Wall, Ex osure B,: maximum stud spacing 16'on center 7'edge spacing 1 UNTIL SURVE' � � �`�'�M01�'� 1�l��r � Dtvetlings(AlSIS230). � FiNAL CQtJSTRUCTION h FR Vdall-to-Wall,and Wall-to•Foundatton) p )4 ;/2"5tructuralfiherboardSheathing(Blocked),' 11 ga.galv.rooflnJ' - - + '_ HT _ �� � ii 1 RS+•vti+�179Ne11r11-t79h / Thr ,. OFFQUNDATIONLOCATI( p,, , "��ii 3. ICC Stn dlyd on tGe D sign and'Consrrtcrian of BE COMPLETE , 0,0_ ; ,, maximum stud spacing 16"on center' i' nails-3"edge'spacing "' ` . e�•�r 'e•+® - _ . _ - . Log Structrres(ICC 400). tC NAS B EiJ APPROVED. (Prescrlptive Alternative to Table 3.4) - - - --- _ Dead Load Assumptions:Roof/CeilingAssembly DL=15 psf No Sheathing or Non-Rated Sheathing 297 212' 1:14 1:14 1.47 3.66 RLL GOiv�TRUCTIOrJ SHALL P�lcET THE Radssht.2.1 Weights of materials.Average de uI Fi-QUIREMENTS, F T ) rr+`� f 5d cooler nails- s • • (oads shtdl not exceed 15 pounds per scj"" ft of 01- N.;' .OQ!. F PjE(l� 700-yr.Wind Speed A -r - ,,, - „ )'' 1 2"G sum wallboard(Unblocked)' 'aR7 212 1:1 1:1 1.10 '3.66 3-second gust(mph) 1 115 12p 130 140 150 160 170 180 195 j,�jga; / YP T edge sparing_ ., _ . _ - (720 Pa for the combined roof and ceilin sial - ;� f` 1 + (' f,�+; t n t _ - --- __ -- - blies(on a horizons pl projection)or 10 pb", er S AT i�OT f _ ---- _ w i -� :k, _ -- - G .> .a Z Roof an Number o!8d Common Nails or 100 Box Nallsl h':T,J 3/a",7/16";'and 15/32"Wobd Structural Panels : 8d commpn palls ' e' • . ��.4- - M 4 �� '-- - - , sp ',.,, „ „ - f+•G> L�'/�'/�,. _ ... ..--�. © ��� �O j'�..r : . .C�/�7-iAG�� �11� },�, '�'a i- t'1:•, sg i`re foo[(480 Pa)for floe Oast m Dead lodt r Framing spacing(In.) 0a,s,4 F Blocked maximum studs acIn 16 on center 3 edge spacing (h.) In Each End of 1.1/4"x 20 gage Strap _ I•'i ( ), P H - . /CT�7 --� /CS T`-...: -. n+.. rr /� tr❑t 1 I I S t' R3 1 -- 12 1 1• 1 2 2 2 2 3 3 4 :Sri: + - . a sv,e�/,c�•, .oaf24�.•4/�7"Fe.T' c, rlat t sopa 1 u•Jon No Sheathing or Non-Rated Sheathing filo 45., 3.5:1 2:14 0.69 0.53 -� (Q /� I's above grace shwa not exceed: 16 1 1 1 2 2 2 3 3 4 4 .`,'r+ tp 1 w g �Ql�s/'� _ N-:13?'++�� wr�� ��'� '�", `� I 1. Fifteen pounds per square fb,tt (72o Pa) t r COMPLY WITH ALL CODES OF exterior li'ht-frtme wood walls. 41°.•''�26l%, }'7 .;"aa `„I ..1;mn'sr '' 2?r(n,Bial'.+ ly n' :.',r• t ':y ' It = t t�r te' - 27 �.- 7=�A� •..,,, i -I+ 6 --_--- -- :f"`„ ,•",°�F. l '1:, r.•»,ta,y:J ;+;r ,,, ,�d,,' ,d.�TgR ; ' +' 1/2"Gy sum Wallboard(Unblocked) Sdcoolernalls• 1 4 _._ �p � G �1/?3'�' r .- 7 .s 1 1 "r l P 730 4s 35:1 2:1 060 0.53 ,/�-- l��C TSrTla1�/! 1-Ia�tiF = i ' lfi SSV•�!`,2 :�4i `• '.Ill. �, 'f p¢14: If 2 ".ae.11:L2,,s�„f ,a~ ;� ru.H7'3�' 9 .i!"t ' t •li• ',, .r- ,yy--- r„1,,x„4{: ,�S j t+3T1' -s(,:`'� r ( {i,.,?'9,ri. ' `y ',{,�,} -. : tg I''�{q+y h.I ;, 7"edge spacing �,,,,,.• +•�.1 1 r_„/�- :.tom 1�' ,, y� .yx y 11, 2. Fourteen pounds per square foot(670 Pa)f r NEW YORIK STATE & TOWN CODE ,',,q 26'Flt% "`i,' ','`2Jf>Jt' i .p°iYt,, {nt2..yllt ' 3.No�rr 1 ` ° xk Ur .3:;,. 9 4 "flf'T _ .+:;,. 1.1:.8A`�, 5;5 hv."...::rrl:.. 2 +:L(. d,.iw... ps.k,;.» ;7Y:,�t`f°„J•.rla;T;x'!e,aL& Yrt mb,J n n'' _- - _ i ... ex error -rame c0 -orme see wa y��' ✓ " - _ - „'.," p t light f Id f d t I Its. 32 1 2 2 2 3 4' 4 5 6 7 j.I), 3/8",7/16",and 15/32'Wood Structural Sd common nails- 1260 902 3.5:1 2:14 0.35 0.26 _ � t •�-:��:p tF - � „�'� A ��1 �pICM r 74A � 3.Ten bDnds per agtlate fbDt e4ao Pa)fDr int - AS REQUIRED AND CONDITIONS O f 36 2 2 2 3 3 4 5 6 7 B ;i, Panels(Blocked) 3"edge sparing _ _-. +,2r-'!f,mss- ,,✓• 4,.> 4•!Cyr"' - -- or l g -rame wood wa s. --- - - - T T"AI - . v _. f ri ht f 11 Table 3.4A Rafter and/or Ceiling Joist to Top Plate Lateral and TABLE RaDt,2,1,2 TABLE 83011.5 .�*'- �'-"'i t-1 w �'"10-10 "' I I ,. � Z Exposure B'' WINDBORNE DEBBIE PROTECTION FASTENING MININUM UNIFORMLY DISTRIBUTED LIVE LOADS +•"� /r 4. Five pounds per square foot(240 Pa)for int - Shear Connection Requirements ""' i `/ __ •;F SCHEDULE FOR WOOD STRUCTURAL PANELS'• (In pounds par square foot) I �u I 17 .. 5 of -rame co -orme s[ee wa s; d ,. pQ V� V (z' � Eighty pounds per square foot(3830 RETAIN STORP�I �" t �' PtU"tGF t� A (Prescriptive Alternative t0 Table 3.4) _ FASTENER SPACING(Inches)` USE LIVE LOAD + y -�t�lnl ri y __.._-.. _, ..,,,., ,.•.,- _.... �i Q Pa for J vl, I •-^-- -- - r' "'1 I 1 inch-thick(203 mm)masonry walls. r it Panel 1 feel< B leer< b ' ""-" �+" t FASTENERTYPE [Jninhabitabbetticswithoutatomge 10 _ .,.:,'1JLv I I � PURSUANT TO CHAPTER '36, open<_ panel span penal span ` - 6 - 700-yr.Wind Speed ! 4 foot 5 6 feet _<B feet Uninhabitable attics with limited storage`•' 20 r` 115 120 130 140 15D 160 170 180 195 .� "°e:� . Eighty five pounds per square foo[(4070 't) + 3-second ust m h No.B wood screw based - - �,,, 7 or luund Ic r re f000ncre0e wa�f OF TIE TOWN COO Habitable attics and attics served with fixed stairs 30 t'�-+ r- �•+•+ 9 Ten po h{s pe(sgtla rip)cl(48 t Pa)f S P Wall anchorwith2-inchembedmenl 16 10 8 __ - wa s. C Raker/Ceiling Joist Number of 8d Common Nails or 10d Box Nails(1Toenalled) . 7- --^^ �G Height length Balconies(euerior)and decks` 40 � 1 Spacing(in.) Required In Each Rafter and/or Celling Joist to To Platte Connection''' � p No.10 wood screw based Fire escapes 40 ` ft. �A- xaav�r anchorwith2-inch embedment 16 l2 9 8 2 2 2 2 3 3 3 3 3 3 length Guards and tandrails4 2006 10 2 2 2 2 3 3 3 3 3 3 '/�inch lag screw based anchor 16 16 J 6 Guard in-fill compbnenUr 50" _ __ -_ _ _-_ __ - y! y +�"��� 4� 8 2 2 2 3 3 3 3 3 3 3 with 2-inch embedment length Passenger vehicle garages' S0' � y t a.n i' - 01 r' 10 2 2 2 3 3 3 3 3 3 4 For Sl:1 inch=25.4 mm,I foot=3t14 B mm,1 pound=4.4-08 N, -`ice 9" - _- 1 1 (�-•-'' - s J � +�l�� _ ___ -____ __ _- I m{le per hour=0 d4T m/s Roamsolher than sleeping rooms aD _,,,_,,,,..,.. ,,,., USE S U LA` '�' '' >, e.This tabic is based on 180 mph uhlmate design wind speeds,V+„and o 33- Sleeping rotors 30 " w ^ Table 3.48 Shear Walls Resisting Uplift and Shear' Exposure BI foot meanroofheight I I - _... - �� ,-- T j ) - b.Fasienen shut)be installed at nppnsing ends of the wood structural pmpnl. SlairS 40` i *" '., - �' • V U I ( - - P- t` b (PreSCriptive Alternative to Table 3.4) 1 Fasteners shall be{ocated not lass 0:1111 I huh from the edge of the panel. -- a r - ---- __ -- - -__-__-_- _.,_ 1 _ ' r --- - - - - _.-'- - ,:: C.Anchors shall penetrate th+nugh the euerior+roll covering will, an - 5. e o a en S. embedment length of not Icss than 2 inches imo the building Frame, �4 -� - -;,✓1"'i 1 �,,, - { i1+i��-rte" R3117St i ways. . r f 8311 7.1 Width. Stairways shall be not less than 36 R311 tai d> ti dr�ulsi 1,el + tgiit don not Oth r approved meth ds or m t 'al 1 Fasteners shall be located nut less than 2'/,inches from the cdge of ' -'""" "`-` m.++ _ continuous run of pearls or g 700- r.Wind S eed 3-second ust m h 115 120 130 140 150 160 170 180 195''` ! - I - ,inches(914 mm)in clear width at all points above the per 'less than one side of each tis hl xceptio Parging of un t masonry walls is not E n• i four or more risers. direct a li- Top&Bottom of Concreteblockorc�ncrete. - ----------•-----•"-,�'�• a , .'.-rm�ra,< muted handrail height and below the required headroom with required where a material Js approved for pp Wood Structural Panel Shear Wall d.Panels aped ed to masonry a nmsonry/stucco shall be nuached using W ^ww t" - e ailin ., - c ors h vin an uhimate,withdrawal capacity of nut Ca On Pan I N g vthrauan mssmnt nn h v a �s4".,,.._.,� ',_._.,,�. ,._ ,..•..__.. .._...,_� �--,� height Handrails shall not project more than 4'/,inches 8311 7 8 l Height Handrail height, measured vent ti to the masonry. q {ass than 1,500 ands. ���-����L�Y�+d�� °�I ��'� i»�� Re uirements Re ulrements =,a W - _ 1 Y P P J g g• Concrete walls shall be dampproofed by applying any one (114 mm) on either side of the stairway and the clear call from the slo ed lane ad oinin [he tread pexin or q ;y - - s• width of the stairway at and beluw the handrail height, finish surface of ram sloe shall be not less than 34 Maximum Roof Span(ft) _ -_ TABLE Rao1.4.t i •, p ' p , of the listed dampproofing materials or any one of the wa[er- Nail ,: PRESUMPTIVE LOAD-BEARING x ,,,„ includin treads and landin s shall be not less than 311/ aterials listed in Section R406.2 to the exterior of Sheathing Shear Wall Rows pf ;t, TABLE 8301.7 - Spacing j ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS" VALUES OF FOUNDATION MATERIALS' - ..r,..n.. .r°�t.xo.aa+ llln Nails ALLOWABLE g g' = inches(864 mm)and not more than 38 inches( tam. proofing m Thickness Na g In STRUCTURAL MEMBER O LOAD-BEARING inches(787 ttun)where a handrail is installed on one side - ,i DEFLECTI N xio" +" "`*"'4"' 4N' "`'' `"``"'"4.V"'"'"'""g'""`�" %*"4�`��s "'� k� 8311.7.8.2 Continuit Handrails for stairwa s shall the wall. 7 16 OSB or 4 CIASSOFMATERIAL PRESSURE ,, %., r„-. P. ,,;,r.,•.•-..,•+.«.•.++-F•.++-a•aw, ararawmx r a�•w:ar+r. r. «»w end 27 inches(698 mm)where handrails are provided on Y Y + Rafters hnvin slo es renter than 9:12 with (pounds par aquas loot) "_'-- - both sides, bpeo continuoYs for the fullplength of the flgight,a poi u In area Concrete igh masonry foundation vere soil-water 8d Common 1 g P 8 0180 _ _ ). _ _ W.. ".,. ,.._ _ - _ .�a_ ._._, _____ ._ �. .-.._. _- .� int direct' above the to riser of the fli ht to a oinl In areas where a hi h water Wble or other severe sail-water 15/32"plywood e 3 36 32 24 12 finished ce0ing not attached to rafters "- _ Exception:The width of spiral stairways shall be in Nails @ 4"pan I _ _ _ F(/I80 Crystalline bedrock• 12,000 ..� accordance with Section R311.7.10.]' ends shall be retlwned or shall terminate in ntewelndosts conditions are known to exist,exterior foundation walls that with spades of 6 36 32 24 12 - ` Interior walls and partitions below edge spacing and s 4 36 36 36 36 36 , 28 20 16 12 ` Floors L1360 Sedimentary and foliated rock 4,000 P retain earth and enclose,interior spaces an oors plies having 2 ? '- . -_ 8311.7.2 Headroom.The headroom in stairways shall be or safety terminals.Handrails adjacent to a wall shall . ;grad . 12 field spacing 6 36 36 32 24 n s with brittle finishes including plaster Sad •ravel and/or ravel GW and GP 3000 `�-�4 - e shall be waterproofed from the higher of(a)the top he 3 36 36 36 36 36 3 Ceds g ( L360 n y b g ( ) „ not less than 6 feet 8 inches(2032 mm)measured verti- have a space of not less than 1!Z inches (38 mm) _ """"" + •. ,• _.�._- 4he footin or(b)6 inches(152 mm)below the[op of the Gt0.49 _ ,,.. " =---1 -- _-- ` °W w tally from the sloped line adjoining the[read nosing or between the wall and the handrails. !.-.-..--_.. asement floor,to the finished rade.Walls shall be water- _ _ _ and stucco) ... " ^' -. -.. Tom- _I - --- - - ..p 8 7/16"058 or 6 Sand,silty sand,clayey send,silty gravel 8 the land g p on that - o e Jn actor a It one o the follow g Set Common 4 _ - - - - . Ceilings with flexible finishes(iucluJing gypsum 0240 1 4 36 32 24 12 andcla a ravel(SW,SP,SM,SC,GM 2,000 ,-+:'�-'` � I �>�^'•�. ��~ �' i ! � from the Floor surface of in or latform SECTION 8406 f 15/32"plywood boanl) Y Y e Nails @ 6" anal 3 36 36 36 36 28 20 16 12 r and GC) 4 R q _ portion of the stairway. FOUNDA ON WATERPR O ING AND ro f d' dace 'h cries of P All other structural members 0240 - .� .---_,_.-___i t,,,-... „f _ _.._,_.._., _ .,___ I--. -..-__ L- r.. 1�. 8311.7-5 Stair treads and risers.Stair treads and risers TIDAMPPROOFING F L, 1.Two-ply hot-mopped felts.f with sp ed e s acln and 6 36 36 36 36 28 20 16 12 c _ ____ r. 1 n o 0 8 p g Exterior walls-wind loads'will,Plaster or Clay,sandy,silty clay,clayey silt,sill and 1,5006 _ I. H/360 -" --'"�'�' i-------c---- "-"-'- � � � i i - 1 _ shall meet the reyuirements of this section For the par- 8406.1 Concrete and masonr foundation dampproofing. '^' 2.F)f6y five you d(25 kg)r 11 ro ting. plies having 12"field spacing 2 s 4 36 36 36 36 36 36 36 32 24 20 ,I stucco finish sandy siltelay(CL,ML,MH and CH) J i I Y j);,,,, G20.49 6 36 36 36 32 ,.t sit other brittle -- I I faces shalllbe exclusive of ca sletss runts o!unn1Coned sur- Except where required by Section 8406.2 to be waterproofed, 3. Six-mil(0.15 mm)polyvinyl chloride. 3 36, .36 36 36 36 3 - I Exterior wells-wind loads'w' H/240 \ I � E 'er tY� I g - J �J foundation walls that retain earth and enclose interior spaces �' x-mil 0.15 mm of elft lane. -•-- ----- Ss ( P Y Y _____-_ finishes ! ! I I R311.7.5.1 Risers.The riser hei•ht shall be not more sod floors below •rade shall be dam roofed from the higher ) eri0rwa11s-wind loads-will 1lexiblefinishes H/120 �' -- - onneetlons Ext . s ____-._ _.__.. ..,_,_,-_-- __-- .__. ___, ._ k p til 5. Forty-mil(1 tam)polymer-modified asphalt. Table 3.5A To and Bottom Plate to Stud Lateral C -" -'" '_ __'Y 1"....�:ry ..� `---1 ---- ` ------ ----- -- /4 inches(196 mm).The riser shall be measured (u)ripe top of the footing or(b)6 inches(152 mm)below[he $', p d Loads EXp oS u re B, Lintels supporting masonry venter walls` U600 -- - - - e t. for Wln 3 I--- --,--1 IJ=p 1 than 7' of veRic Ill between landin ed es of the ad'acent heads grade Masonr walls 1.6 Six[ mil 1.5 mm flexible o! m rcemen �_, Y 8 6 J o the fi shed Y ( ) P Y ---- - - able 3.5 top of ripe basement floor,t m y Preserl tive Alternative to T ) TABLE 8402.2 the realest riser hei•ht within an Fli ht of stairs shall ( p +,rs V i w g b Y g shall have not less than 1/ inch 9.5 mm oRland cement I+i'r I � a ( _ P ' 7 One-eighth-inch(3 mm)cement-based,fiber-reinforced, MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE .,- t 1 i 1 t i i �,,t` I __„__. + _., .• .. -- not exceed the smnllesr by more than'/tl inch(9.S mm)• parging applied to the exteriorof the wall.Theopa ging shall be P"C waterproof coating. '' `�'.` - MINIMUM SPECIFIED COMPRESSIVE STRENGTH•(r;l ! ""'::' "1 "'-"'-- - . ."1 : --»• -- '--__:--_.,1 - ) 2 Treads.The head depth shall be'not less" dampproofed in accordance with one f til f 1 ings j P�,8M _ m ) solvent-flee q d-pp ed y „� „-. _ - i 8311.7.5. Sixty rail (1.5 m li ui a li s n- 700-yr.Wind Speed 1 115 12o 130 140 150 160 170 180 195 TYPE OR LOCATION OF CONCRETE CONSTRUCTION Weathering Potential` I ' than 10 inches 254 nun),The[read de til shall be mea- 3-second gust(mph) O Negllglble Moderate severe ( P 1- Bituminous coating. i sured horizontally between the vertical planes of[he jizV.' thetic rubber. foremost projection of adjacent treads and at a right 2•Three pounds per square yard(1.63 kg/m')of acrylic Stud 1= Basement walls,foundations and other concrete not exposed to the weather 2,500 2,500 2,500- I y modified cement. I 5 acin Wall Height(ft) Re uired Number of 16d Common Nails or 40d Box Nails per Situd to Plate Connection f o excee t e 3. P H q Basement slabs and interior ssths on grade,except garage floor slabs 2,500 2,500 2,500 + l•---^;^ 1 angle ding edg shTlieisgi cafes[arehd One-eighth-inch (3.2t mm) coat of surface-bonding ; (in) smalle y ort than , c 4 enc fitted for wet tp o g n Section . Basement walls,foundation walls,exterior walls and other vertical concrete - _ '- -` - "' ' """ - -"` _-` '�' - "-- anythan'/ tut e 2,5(10 3,11(10" 3.000" depth within of stairs 8 2 2 2 2 2 2 2 2 2 2 work ex used to the weather I i 5 st b ra 7/ in h(9.5 mm). cosy t omplyping wi h ASTM C 887 p "' 10 2 2 2 2 2 2 2 2 2 3 Porches,carport slabs and steps uxposed to the weather,and garage floor An material arm' a ro tin i s.,e,�,..r1 r„;t ''t.. !,9 ";"' F .'" n ?". 2,500 3,(Xxlu•..r 3 5000..,r . . ._ - 8406.2. - - - rnt.N Y, RRrc tllv.q�,�t� p^ �g f- "yr"`,Y•"•(" i! f ,l:�,2,r IL3Y�i,ls1 +,'�{ slabs ,�++ ilc',ff��+.i p 2„ �``w 17 C2k'+1; ,.r q2 ;t:;f,'�t' .',df_t ',1 i`'api t.k`Zii7(J�,;'ef 1. ! wl,l ,' + !l� I t•.`�,_,..ri� rasl,l" gi'�f,`,,, /aa;�x ,t,,11'1X1;;�` .Yt+,�44,L:':tM.�;{>?�u(;11 .tk,,,k (:,}g Ii' lap:,.;.�; : .,5.'jF,)"'M'"..a��.�,I I ''''.`i.l 5 ------- -.--- - -- -- _ - 1t�tP i wa 7 j t ay ,i. h i2:r4 Y ri"C t 4 s + g 14 j 'y n + i 2^I S'pr: ',. t 2,S r r a �wrt! j,�F,l h['121F� f �, 'Is t, r{ rr, _ 16 ,k t if `{,f, r 2r+ y r, e 1 ,. , - - - -- ,i y v"`,.""i+' .✓yt'.J"" +' 1 +i'°�:''a,I" 'e�,i 1 t+., t xt 4 i X 1'1 i('t , 'I.'{1`'``y'i 6 1'•� y (' ?-m 4 F I tw)13 + pp t r.+' r� 1652. t r -'2 'J:i,Z,,l is r Z:. (.. i�/lit�2" atl'>!vy7c� <nil ,,tri ",,{,,, [y't,< ..t -,cu,i e ii„ s(i,'` _---- ------ _ --�----+- �-----s _ ._ 18 2 2 2 2 2 3 3 3 4 4 3.4.4.2.2 Perforated Sllear Wall Adjustments - 1 z ~ ` `, 20 2 2 2. 2 , 2 3 3 3 4 5 Wtlen perforated shear walls are used, the shear wall �� 1� 1 T'� �~ �,-. `� - I �© __ - - - -- - length requirements in Tables 3.17A and 3.17C shall be TableA-3.6 Ridge Tension Strap Connection Requirements for Exposure B multiplied by the appropriatefidl-height sheathing length Wind adjustment factors in Table 3.17E.Combinations of Iden- ��;,F,,,-. TN/C ,Z/C,Q,f.„ FL�V'O'd r/Oi./ _/S+ /C)C,Q GT1t 7"f/i"S $',4� - (Prescrlptive Atternative to Table 3.6) tically sheathed segmented and perforated walls shall be {� _ ____ Dead Load Assumptlo s:Roof/Celling Assembly DL-15 psi permitted. f /C XCICP% TNFrt•F L f3/c. O/�A•y /� C�'�•✓T ��-/�r+a 1"` I•-L...ev C,-^- •'F_,,,- W r�- _ _ - ` -_ _ 3.4.4.2.3 Hold-clowns Hold-downs with a capacity in O✓/��i�l�.t�da "�Q-j 1'` , _� _ - 700-yr.Wind Speed accordance with Table 3.17F,divided by the appropriate 3-second gust(mph) 0 115 120 130 140 150 160 170 190 195 �,^,,� length adjustment factor in Table 3.17D,are required at GrTidt!�%t"� G1/^ /���t r��� Roof Pitch Raof Span Number of ad Common Nalls or lod Box Nails in each end of 1-1/4"Strep''''•'''•''' the end of each shear wall segment or at each end of aper- 1 F- ft_ fol'ated shear wall.Where full height shear wall segments T�:� .���.�' I�.,�+��1,.� 12 1 1 1 2` 2 2 2 3 3 4 meet at a comer,a single hold-down shall be permitted to 16 1 1 2 2 2 3 3 4 4 5 w t L� � A ' 1 1�/1 1 tri Q �- t..r. �,M x-".}- I, psi 8 ;= y :;;pari =- = be used to resist the overturning forces in both directions - v I �� t T 'io";}'" ;t ? :'I4;;,s: ,.332s1f ,�I3i sY'd 1 3` ,, ry 4'.,'+' ,tai s S . q,,w,r•ii.+'M,'t(t:;{:n f c21;.(,r E S '•1 ;1,1,111" t{P+,,.' 4 . 3;72 )i,z4 4. 2, J 'it- z„.: za{ t ,�i�.p•3,+ d 3r a);�,£<'''��?f.t? a,'r s,+''.,r j �, I, when the corner framing in the adjoining walls is fastened s: '(;; , ''" r 11� "�t' JJ '�t l.'i.!'''.Y l '?`'" •)''"s'" '"Rt -I jr� to ether to transfer the a 11ift load see Fi ores 3.8a-b v zk..�- 2 i,Is1 Pl`,.151'lr, rZ,'I '�;4%u3" ,. i, a,4, )+::,C AliaE 4a. � G S�BSt'1 1 ;.,k -r ll� g 1 ( g )• (� A /1 32 2 2 3 3 4 5 6 7 8 9 \ ` `t�� -�2(i�(� 36 2 3 3 4 5 6 6 7 8 -\ •J [ �� �- � `' - 0`r� 12 1 1 1 1 2 2 2 2 3 3 rA 16 1 1 1 2 2 2 3 3 3 4 \� ON� DO /� 1 la: s'xi 5 t:t. ..st L. +,•c• 'rN7'7ry +p,"m...r7 3, 1i'n,!:'ICT" 'P'<' V A. F t e," - "�`,'izu" •:t1.:�::, � r..2r6.Ii:6S z; I;b.�},:y, yy.J 2•' .� �a,;l, a-1rl�a. "r,Fgz�r^��'a Iyy .F,i4'k�" uw���€ ��1 � V�� � RAY DONER, ,A�RCHITECT DRAWINGsNU: lily Y':�•i'r,:I)":; 'ar 4rj' !4 '.Vd fraf°'.f yA. .t'3 t. 47.P"R II•.? I�.� tr s _4+ u:";11.4:."„1.$ of 1t:k•',tilt �'t a:I." :f 4r., 4:12 Z•1?;'gfJS, �ggli$ '1?!t21 _ ;-'`.Za,,;;5.,,,a,ra},sTit.,N1,q',`,I., P'�F, r99,„t 497"hp +6 C , i 1z s1*.. .,, r!•, ,� ARC IGN ,''3?g~�, +V;;arw? { 6Y211i. .."x,39 '1�ria'. >*,j5c/dpi.rr..{��x+,:das�i+ln)Xi7�3i f����J :t i,� HITECTUR 1 DES � �- INTERIOR DIESiGN DATE• 32 2 2 2 3 4 4 5 6 6 7 _ __�-'•" s "- 4• PLANNING 8.bEVIELOPMENT �; ! 'e d RESIDENTIAL-COMMERCIAL-INDUSTRIAL r2 /�J"t Jfo :141 % ; :'r" ar'K fir.1,: yin).: -. TABLE 8301.2 1 �1 a Si " Li MOND AVENUE 36 2 2 3 3 4 5 5 6 7 B „-;iil3? ,,a ',,,') ;„ ,;,,'� ,n 'V O�t 95 RI H {VISIONS+ - " 12 1 1 i 1 1 2 2 2 2 3 ' ' fL''` , . CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA V ,:.. s:1i i6 1 1 1 1 z z 2 z 3 3 WIND DESIGN SUBJECT TO DAMAGE FROM F". 'rt �..1 g- 9px^c'3,r'.fiC;`.'",,t f T. rax.'^5E .7 :`"R tx,::t sr•,lyrrfii,. „ p„yx.n. GROUND SEISMIC WINTER ICE BARRIER fi• - ,F�?0,-r +i:�.•? ,>u.alrsai�I oJ,.,.�5+ ii;;�;2:�,,,irl jus-++2,:,,.��, ,,�,I,2;,r,.:+�'.t�.)'3�y�;+jP.�;���n;'e,�;#:,�ff,9.,'(4:� �1� � SNOW a a hit DESIGN Frost Ilne DESIGN UNDERLAYMENT - • ,12 J/r,.,e,ew,,t;,, .°.°iY 1, ,t;'>'r:'sire:•,119,t ar tt,:,,;,.,.,p.Y,�r,n,,.•,r. ;l,,,,.,.{,{rr":a� q.�(."y,VII .j;9 .ice Speed Topogr P tee 0 { Weatherin ' Terml qJ 02.4 y0 S.AMITYVILLE, NEiW YORK 11701 3:,}5 24 . +:,j j ( i f:t ,��(n s I , Y„v p�' LOAD CATEGORIIr 9 REOUIRED6 I r. 1,,1, Zf,.. q(,{w;,•2,..,/ (,:C?a'r.,. '" SSi 7, fray 1[1N,3,4 + ( ;,. (mph) effects° depth TEMP' n 1r"t' 'a.: „z, ,-�?';'Tri,:,�.''x'`I;i'.! .tj' :f.,;d } if K, }n'. J„x,{ .,+-„ 14 w ;.¢, ,?,, 'f r) ;,,2fl''F, i; s:.:t aw §,;o d',al: [ ,; •,.; J'p, 'i a;111, r „i. „ 'Vfha4s 1",l, 7:1z-1z:1z r''h .:u .�ioxa$,.1`'.a.,y, :,f. ��tt�I 1.i 3;,t;x o- J66' I d,,;.M y c� � l 14 1i4 mom+ tl Y � F �f� 631 691-1718 FAQ( 631 691-1718 Z moo-/ l,c ZAs.l,Jd'11S3e.rid;;v'L„.3{`•,,; �4 4 5 6 �d r7'� '� 5fa.ve 3� O 32 2 2 2 • -.--c-__--' .. . 36 __ 2 2 2 3 .3 4 4 5 6 7 - --- --- _- EMAIL: RDPBDESIGN(a�YAHOO.CO - - IG R905.1.2Ice barriers.In areas where there has been a his- ?— tot of ice forming along the eaves causing a backup of f SECTION & ELEVATIONS). ------ e I' y g g ,ROOF PITCH (SEC SCCT ON ) ' water as designate)in Table R301.2(I),an ice barter shell - IV o T�.1 � ,C7o � V 7- be . �.be installed for asphalt shingles,meal roof shingles,min- 9::P end-surfaced roll roofing, slate and slate-type shingles, xG Z , Qw d I �j� ••1 7•wood shingles and wood shakes.The ice barrier shall con- a�jCD�� zP%-APA 1 silt of not fewer than two layers of underlayment cemented F:together, or a self-adhering polymer-modified bitumen sheet shall be used in place of normal underlayment and extend from the lowest edges of all roof surfaces to's point `Aot less than 24 inches(610 mm)inside the exterior wall d r or o equal reater ,i.line of the building.On roofs with slope e q t g �'dtnn 8 amts ventcal in 12 units horizontal,the ice barner - y;shall also be applied not less than 36 inches(914 mm)mea- / o ! r--------^----- - -- - _�- _ atired althe roof slope from the save edge of the build- LJ alongx'!317t-�i - +d{"g i E 12 TYPICAL. RIDGE BEAM. '>R r iw. `tip 18 I RAFTER. ►` " ' -,rya, ? �� x COLLAR TIE a I . W oll '° t'_'Y. v C�„'o /�i .N'J,tVh s y1 - I ✓ j •� +fr `. "mr M `Y �� � " IDGE AS'HALT ROOF SHINGLES (NAILiNG R905.2.5 & - -� •^� 1 r1 e i'. '/."WIDE 20 GA AIETAI,sTRAr 24"1 ATTACHMENT R905.2.6) OVER SEE TABLE A-3.6 ANT CM FOR NAILING 159 FELT(R905.1.1) OVER/"CDX PLYWOOD REQUIREMENTS. /' �i � SHEATHiNG OVER RAFTERS @ 16"O.C. (SEE PLANS �r HURRICANE STRAP - I17Z FOR SIZE); 2"XV COLLAR TIES(Da O.C.:�G `SIDIPSON'HL)RRICANE TIE OR 1'/e" C. (SEE PLANS); " f 20 GA.GALV.STRAPPING 10 2:u IS? III`/rt 2"X VENTED BLOCKING - METAL GUTTER OVER FASCIA WALL to WALL ASSEMBLY I o CONTINUOUS 2"VENTING SOFFIT. 1 I WFCM 3.2.2.3 N SIDING OVER HOUSE WRAP OVER FOAM INSULATION T c_<� 1 T �dtJfJ� 1 +r�r 1 �isr•'{.,` �'1- } `btrts. s� - - '/"CDX PLYWOOD &/OR%2" OSB SHEATHING rr ' OVER 2 , � t�.�w - t � � �..`,K � dv✓,� � �' .�..L.....,_..... , �!�'`�+r�,_,_„--„ ._... �`�' - �A•`.y' ,(r-••, ^�' r u t t �G'r�N i "Y"� ,aa.i...�+t�/ r,r ICY' ` OVER 2"*WOOD STUDS L 16"O.C. "-c�"I �' 4" OT'vt�'•�. ` t ♦.✓Ftp. Ir Gtri, .t (2) 2"X4"TOP PLATE ILI E N _ �� � i! P' , a� _I.d+-'" - /✓q� ..�. Yt 1 yam! ( '�'`x i'°,,.. 1 IN4"WIDE 20 GA. METAL STRAP C 16"O.C. l J tja-rr : nr -� r,F,�, -rt.t►�t�s.l 8" r WALL ASSEMBLY To FOUNDATION AC'Q (2)2" SILL SECURED TO 8 "'i' " POURED CONCRETE FOUNDATION WALL&/OR I 1 �- WFCM 3.2.2.3 ' [ 8" CONCRETE BLOCK(TOP 2 COURSES FILLED - " -. �j•✓� � �,�✓j' �/ (".�11 i tl'tom. .,,.ry 1 �.,u�,�! SOLID W/CONCRETE& 15"MIN.ANCHOR BOLT --c I " _- EVIBEDMENT)FOUNDATION WALL W/5/8"DIA. ANCHOR BOLTS W/NUTS& 3"WASHERS C 45"O.C. M T HAVE MIN.7"EMBEDMENT. sf c�n-F P.T 4x4 MitA T-e ` 4 I 11^"� �j L� �"'�'� `••�•� a •©u ANCHOR BOLTS US ANCHOR BOLTS ARE TO BE PLACED WiTHIN 12" �ov•Jr�'s 5/g"!6 A�GND�' I. 48"�� w/7"F_I+�i 3Frsrr+F�T -• � � �►Y✓�-'s/�' _ , ?j , O x FROM go c.rsOM ANY CORNER&6"TO 12"FROM THE END � - _ -- - -. 40 OF, EACH PLATE SECTION. INSTALL SILL SEALER &TERMITE SHIELD. ' { POURED CONCRETE FOOTING,KEYWAY& ( SLAB ON GRADE -V{ � ��j� 4"CONCRETE SLAB REINFORCED*/661010 WELDED WIRE FABRIC OVER (2)1#4 REBAR - r 6 MIL VAPOR BARRIER OVER COMPACTED FILL. . — FINISHED GRADE. 4 1 art 0 FOUNDATION WATERPROOFING (R406). 3.1 �+ I. (� " 11 ' ' .�,,•.. 5;L.•^0; as e,-r--AG7 I- Al _ - �"CONCRETE SLAB REINFORCED W,/661010 WELDED WIRE FABRIC OVER 6 MiL VAPOR BARRIER OVER COMPACTED FILL, tom,•. J►to-Zr:> .. - - - `�".� I� � ��"'-..�✓",�> ,� �i't'`•s',�•t;,;� � _.a.."� - ��F�IIocJS ����o��l7 si-•traf3 .� I • ` -. � `�'� tF I�,e- .- Pt•�Is.►�t,.tG �F_�✓/.a^''rF-i�►�s•.1T) . ,- SLABON GRADE --- `. I 4"CONCRETE SLAB REINFORCED W/661010 WELDED WIRE FABRIC OVER s' t i� ?•' 6 MIL VAPOR BARRIER OVER COMPACT r ED FILL. AT GARAGE,PITCH 4"TO � OVERHEAD DOOR. Nq IT-7 I I � � ✓� Nr Ilk -a 4'IC(1NCTtETE SLAB REINFORCED*1661010 WELDED WIRE FAiIRIC + O1�116 IYIIL VALOR BARRIER OVER COMPACTED FILL. AT GARAGE,PITCH 4" TO Q'VERftEAD DOOR. TYPICAL`WALL SECTION --- -- - a. a♦ & DETAILS - I/2" - ' (REPRESENTS MULTIPLE SCENARIOS) __- ___ .----_----------- IP— NOTE : .NOTF FOR`AT i META ,'SIM�N!J1_N ,. rr FOS ' AIS TO M t F.T c nt�• � �1��r��-� � �"�!� ` ,`�'�1��`�" SEE]YI2 N�1lF s- 1 R ,. L ti --- — --- -- — i tt.� l..r.,;�►-�F= tip END WALL (2)5/8"DIM.BOLTS - (TOP&BOTTOM)CORNERSTUDS o I � I CRIPPLE STUDS - .- •.,... .-_-�I� �., �El�" �.��`'�c�',r--yJ'�i`~1. I �I� . . ! y��,. _ � .r� - � (�L..,..i'��.�'�'`("'t,/�w..� - 1 1/4"MiN.20 GAUGE f 5/8"DIA.TIID2EAbED� ' � COR.STRAP � SEE PLAN FOR I{. , tl ROD W/WASIIEIfEADER SiZE r�lL1►`^�s �y i . •,r/fit)j L�l.£�-✓� - k 1 ' ILS&NUT 5/8"BOLT -- - + FRAME OPENiNO FOR + CONTINUOUS RID( E VENT&/OR r 2x4 STUDS NEW W iNiX)W OR `SIMPSON'HDSB EXTERIOR DOOR `_�- GABLE VENTS &/O METAL ROOF p VENT L HIP OR SH ED ROOF. lid C•/�T�-�. 'S E--� IrP HOLDOWN ,• •..- .D - �M,1pTST `y. TOVERFRAME RAFT R.--- ------------ ! - -- -- X11=1 I4GI•-�r' 17 ��tCy^��-�/�"pt7i'j"'Iol� -- � ,ryf' - I / 2"X FLAT VALLEY S CURED TO EACH 1Figure 3.10b Ridge Board and Ceiling Joist Detail 1 f ---r^-RAFTER W/(3) 16D N ULS. INSTALL 11/4" �/ I �C> �,,.� M�rr�l 1._�"�e•.� }�L.��•i,6► r• X 24"20 GA. METAL STRAP L RAFTER RI ge Board � TO RAFTER. Collar Tie(Collar Beam) Rafter (Located In upper third of trL.• '' RIM JOIST - attic space)(see 3.2.8.1) �b/�`�•�P'O IN RAFTER.RAFTER. ! (� C� =11 SSTB 12" �, -+ j RAY DONEFZ, ARCHITECT DRAWING NO: ANCHOR BOLT STRiICT11 AT,1111)G E ARCHITECTU�AL DESIGN ?,�,� ,z•. I W'WIDE 20 GA. GALV.STRAPPING e,.0 cn r1IIEL1I3A1 S INTERIO DESIGN' FOUNDATION WALL (EACH STUD)A". 12"BEARING ON 'SIMPSON' 'TRONG TIE LSU26-2X6 rCi 16"O.C. 4 � RESIDENTIAL'PLANNING COM DEVELOPMENT DATE: ,�• J _- FRAMING LSS112s-2 8,2X10,2X12 LSTA18 W/(�)tid COMMON(. �tk �- RESID - MERCIAL-•INDUSTRIAL DETAIL ORN1+R: --- — NAILS(Both SIr�tIS ng dt LSSU ate lie ENDOF CatSTRAP. I&Stntclurul afters Joist 9A<(` 024� Q` 95 RICHMON 1ATED AT EACH D AVE',NUE VISIONS: T)T+'TATL- C {. D HOLDO WIN WALL (° 1 n OF NI S. AMITYVILLE NEW YORK 11701 OVA N DETAIL WHERE GABLE ROOF IS I NO Ti PI `CA.L UPLIFT R�M�G , it(tlgo. Nail ps per Manuf.Spacs. 1 1/4"Metal 20 ga. �' TO T+'O IND TION (NTS). TO WA L - (NTS) OVERFRAMED ONTO MAIN ROOF. Strapping as,per See.3.4. / . (631)691-1718 FAX(631)691-1718 CONNECTIONS a OPENINGS-�—E EMAIL: RDPBDESIGN@YAHOO•COM is Nam . I