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HomeMy WebLinkAbout30697-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-31036 Date: 07/15/05 THIS CERTIFIES that the building ACCESSORY Location of Property: 4105 DEEP HOLE DR MATTITUCK (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 115 Block 16 Lot 23 Subdivision Filed Map No. Lot NO. conforms substantially to the Application for Building Permit heretofore filed in this office dated OCTOBER 5, 2004 pursuant to which Building Permit No. 30697-Z dated OCTOBER 13, 2004 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 ACCESSORY TWO CAR GARAGE AS APPLIED FOR. The certificate is issued to PETER J & JILL M DOHERTY (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. N/A PLUMBERS CERTIFICATION DATED N/A " // e A oriz d Signature Rev. 1/81 Form No.6 TOWN OF SOUTHOLD � BUILDING DEPARTMENT ' r TOWN HALL � e 765-1802 p II APPLICATION FOR CERTIFICATE OF OCCUPANT' �1 This application must be filled in by typewriter or ink and submitted to the Building Department with the foiflo itt4- ,f 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 front 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 2i10 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. Subtrut 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: L Accurate sur ey of property showing all propertv 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 o£Occupancy-New dwelling $25.00, Additions to dwelling $25.00- Alterations to dwelling$25.00, Swanning pool $25.00, Accessory building$25.00, Additions to accessory building$25.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building - $100.00 3. Copy of Certificate of Occupancy - $.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy- Residential $15.00, Commercial $I 5.00 Date. New Construction: _Old or Pre-existing Building: (check one) Location of Property: House No. Street Hamlet Owner or Owners of Property: Suffolk County Tax Map1 INo 1000, Section— I i �1 Block Lot_ Subdivision (_�',ejf _ Filed ( fap. _ a �v _ Lot: Permit No. �Date of Permit. ( D Applicant:_���4 --T Health Dept. Approval: I\) _ Underwriters Approval: Planting Board approval: ( Request for: Temporary Certificate.-----Final Certificate: (check one) Fee Submitted: $ OS) .c-)© _ Co 31o3lP 4� - p_C- �j j Applicant Signature FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 30697 Z Date OCTOBER 13 , 2004 Permission is hereby granted to : PETER & JILL DOHERTY PO BOX 644 MATTITUCK,NY 11952 for CONSTRUCTION OF AN ACCESSORY GARAGE IN THE REQUIRED REAR YARD AS APPLIED FOR at premises located at 4105 DEEP HOLE DR MATTITUCK County Tax Map No. 473889 Section 115 Block 0016 Lot No. 023 pursuant to application dated OCTOBER 5 , 2004 and approved by the Building Inspector to expire on APRIL 13 , 2006 . Fee $ 155 . 40 Authorized Signature ORIGINAL Rev. 5/8/02 n Ci 1 765.1802 BUILDING DEPT. INSPECTION [ /FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ) FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE INSPECTOR---Z" J 765-1802 BUILDING DEPT. INSPECTION [ ] FOUND ION IST [ ] ROUGH PLBG. [ ] FO DATION 2ND [ ]=NA TION [ FRAMING [ [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: O DATE INSPECTOR R r 1 FIELD INSPECTION REPORTDATE COMMENTS (�J d > �y �o FOUNDATION(1ST) v y ---------------------------------- -- c FOUNDATION(2ND) m o N b � ROUGH FRAMING& PLUMBING r INSULATION PER N.Y. STATE ENERGY CODE w lam. 71/ FINAL b ADDITIONAL COMMENTS �Z �m z M r i 1 Q Z S [i7 Y I - v ro TOWN OF SOUTMOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey__ www, northfork.net/Southold/ PERMIT NO. 306/9 Check Septic Form N.Y.S.D.E.C. Trustees- Examined rustees ExaminedIV���S,,20r� Contact: Approved ID113,20Oy Mail to: Disapproved a c -7`� _ Phone: Expiration _ T//�,20Q6c Building Inspector 5 APPLICATION FOR BUILDING PERMIT Date —�U `' 20 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months.Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws,Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws, ordinances,building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. & a� _ (Si ture of applicant Tr name,if a corporation) P-D- Anx �-- tL/ wtelstaxk (Mailing address of applicant) VA V'195 State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Y1�I— Name of owner of premises PeAeu ; - + 1', (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: J-/1 D 15 (-101 e_ -i)�. k� K House Number Stret Hamlet County Tax Map No. 1000 Sectionl Block Lot r)L3 Subdivision pi C LCLXX/jt,� Filed Map No. -/Q,56 Lot 6/ ame) 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy 14n�"::II - -)`,n!�1 G V n (n b. Intended use and occupancy--_,Q f t — � 3. Nature of work(check which applicable): New Building___t Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee 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 I 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 Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear at/ Depth Height Number of Stories 9. Size of lot: Front I 2Lf Rear fab Depth 71 -7• 6 10. Date of Purchase Name of Former Owner IW F_/UEy! 11. Zone or use district in which premises are situated RzL Ad,, ',4. � / 12. Does proposed construction violate any zoning law, ordinance or regulation? YES_NO 1/ 13. Will lot be re-graded? YES NO Will excess fill be removed from premises? YES__NO 14. Names of Owner of premises Address I�D Phone No. Name of Architect Address Phone No Name of Contractor Address Phone No. / 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO V * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NOS * 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. STATE OF NEW YORK) SS: COUNTY OF x ) T, /I- p I _.) 0 if r f being duly swom, deposes and says that (s)he is the applicant (Name of individual signing c ntract) 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 will be performed in the manner set forth in the application filed therewith. Swom to before me this 'T�-4- day of 20 i7 j �l Notary Public Signature of plicant 3 N�- it _ p 1 Area - 02394 sf g ` 4 _ c '$ilflL"1 F(!SL h� .'451 C f , – r-pr 0.- S�`.SFJL A' ,^O(fPo', ON e 15,t 7.8, l?65 45 FILF '76. ;-2.5E SU Fc^_N. CC:U"!TY�TA' `AAF p .STA KE SET XOL UK p $ Ft VS510h+5 1. Ki�v Enii cAE;, �1EY1 iOR' �— ° aG(1 13Tn:.1�DER A`i EPd ii_. ® HOWARD 1N. YQFING i f G At EN W. YOfJ Ni. L+ o RURVLYOR F(OFE5510NAL ENC•.N.a R ANC !I 1'.S. L[C. NO- 45C93 { e lkN6 SURYEYOR M Y 5. LfS- NO. t^.b8g ,_�--s�— SURVEY FCR: PETER J. 00HERT Y & J%LL M �¢?ONEFd SY JEEP c q y' FUCK - iRA N#:ITA,. - SUFMLK U., �.'( AL-- p, • GNR ILMRINB ST 7 - T G DATE: .aLiv Ten i a R � .o s 7 O 4 133.8' g 2 Ln + pJ n O O F� G ,Z'SZ AWA3AM l3w4cl5v O � 09 n a WV Q n q IM W t i N N N W Z LZ -Vol Ts7« YV N A N • .rot a 8L'EL i Y„OZ,6 i.LBN N g OVPA U�L6f Ef+(dirt PressoI-c Res Des R P.t11& Deb,fh S J/ k Y ' L�CGH �2 f w,e ! Prusv�t Sue e 0Orttirhf, 0 ehln f arty_._. _ �rtr _ ZpnC P { — /tcadwf ^ 5 ' AnderSMi 2v32 ? • `° ~I 2 Z" ` 3 � �1. 63 / o /f zS. SJ 2e' 1 50 Z ,s{38 s NEWof + e Fd 032264.1 y // t E F . r 1. R • i { f i I e i a REV I SI ONS: 11 TT SToriY ( J' A ( Jllj z LOT No * of l 1)1.?jl.?jP HoLEj CAB Ej Ej h Ej IS TA T Ej S vwm° v O7) oP u- z O � Q Il•V 140"B wo.00' 105 10,5 IG 111^1 0-0 V 'd, ,y L�• N PROP. F+" vs - LOT 51 GARhAC ,�, 5 � W7 LOT sa 24, 104 30 < lD CE RTIFfCATION OF W W W pl NAILIN G & CONNECTIONS Lu { EgUIRED. H [�/ z �ALL C0f - IIONSHALL j z Ua _ MEET THE F EQILIRFP.'=N'� OF THE -I --- CODES NEW YOHn Si ATE. — Cilu- OCCL PANCY OR 1- USEB UNLAWFUL Lu TH UT CERTIFICATE T- � • -- -- 0 CUPANCY 59.2' ROVE_ I6s N DTED ! STY. FRAhtf .� DATE: 3 B.P./ - T r DWELUNO ro RET IN ORM ATER RUNOFF NOTI ILDIAP DEPAR MENT AT Pg 71—t-4 , 31;.3' -.- 74.BP ^^ PU U TO SE TION 45-10C 765-1402 B AM TO a PM FOR TNfi OF WN CO E. FOLL WIG IWECTIONF W_� m t. FO ND TION - , r{ IRED FO POURED G_ ,;RE' l ..� 0 2. R G - FRAMING A F 08ING u; NOT PROCEED WITH 3. Fit U ION F AMING UNT L SURVEY 4. FI L PLETECONSFOR C. MUST '100 566.04' OF FOUNDATIO LOCATION BE CN PLETE FOR e. . �� HAS BEEN A PROVED. ALL ON TRUCTI F SHA L MEET TN{ 1(31 ^„ �^"""""""""" 1!"'"'""-•-"•" REO IflE ENTS OF THE C DES OF NEW Ic UNDERWRIT RS CERTIFICATE YOfl ST TE, NOT RESP NSIBLE FOR ._.._••....�._•.. Ic SO1"20'141'u 150.03 vr. ..._._ D N R CONSTRUCT ERRORS. A DUIRED I DEEP 110L E' DHM' _ DRAWN: JOHN R. $°i; kspmvc CONO. 'w"T, 100 PWNTM40 SCOT NEW SCALE: N.T.S. .. ...,,,,�....,....„..Y.�,�.„.,,...•• P JOB #: #IO a .__._._....�...r. . _......��.•,.—.— & DATE: 9/27/04 ,- k SHEET NUMBER: NF �0132'ad-1 �G I %`•� ?OFESSIO�P� D T � I N.T.S. FLOOD ZONE-Z< _ 1 O1+ I COMPLY ,T�-i FLOOD DAMAGE PREVENTION SOUTHOLD TOWN CODE. REVISION'S: 24'-O" N NJ - - a- - - - - - 2"X10" RR. a Ib" O.G. 2 'X10 R.R. Ib O.G. � I ILz _ ry O I I II a . I Q v v v cv I . II a i a Q Q v IL v z c . I T- LI Q O � =Sol X 0 11 - xI I I a I !x 2 rvm Xa 1 (DI � I I ' ��` V ry ry m n � JAI I J a I I SLAE3 GONSTRUGTION: f I I REINFORCED 4" P.G. SLAB WVb"Xb" 10/IIO `l a WW.M. ON GRADE OVER 6-MILL. VAPOR Q a BARRIER ON MIN. 4" WELL COMPACTED 4 m m GRAVEL FILL OR CRUSHED STONE Lux I J I m p I I 0 XQ ry u ry I . c`v10 `� A I II ry 10 ry O I llJ Ul - - - - - - - - - - - - - - - - - - - - - - - - � rvm nl I Z � i � I I I� II x J I IX z d ~ Q ry I x OVERHEAD DOOR I u W Z z N 3068 I � � � � I a I Ul IA- �J (2) I9/4" X II7/8" ML. IL 4'-0" b'-O" 4'-O'° (2) #4 CONTINUOUS REBAR (T1'P) FLOOR/FRAM I NG PLAN FOUNI7)ATI ON PLAN SCALE: 3/a" = 1'-0" SCALE: lO ANDERSON D/H #2032 R.O. 2'-2Ya"X3'-5V4" NITH AIND-BORNE DEBRIS PROTECTION _ DRAWN: JOHN R. (SEE DETAIL ON A-4) SCALE: di aq� # JOB #: 10 DATE: 4/27/04 Iff ` i 1 •I r W s = SHEET NUMBER: 0322W-1 aCi F (, 1 OF i h" REVISIONS: T COMPOSITION SHINGLES COMPOSITION SHIN6LE5 �T hr � - N CERTA I NTEE7 DOUBLE 4" VINYL CLAPBOARD - In LL N d D O LLLJ p[ Qo � - aL X z �r T- w Q o I-- [- � D- - - - - - - - - - - - - - - - O v NORTH ELEVATION EAST ELEVATION SCALE: 9/a° = 1'-0" SCALE: 9/a° = 1'-0" ohf � orwa� rJr GOMP051TION SHINGLE5 T COMPOSITION SHIN6LE5 Al i l� ts) F O V Qj O ~ ivluz Q N Lu _ W Q W F— LLI ' � o INTERIOR 2"Xb" DIAGONAL �- — WIND BRACE/ TOP TO BOTTOM - PLATES/ FACED NAILED NOT -- OUT IN (TYP. ALL CORNERS) s I - O GERTAINTEED DOUBLE GERTAINTEED DOUBLE 4" VINYL CLAPBOARD 4" VINYL CLAPBOARD - -_ DRAWN: JOHN R. GRADE a°MIN. - - - - -� - - - - - - - - -° - - - - - � - ��I /� - - a - -- - - - - - REVISIONS: ROOF 0ON5T. w i ARCHITECTURAL COMPOSITION SHINGLES (OWNERS CHOICE) 6 T OVER 15# BLDG PAPER $ ICE/WETHER SHIELD (s) RIDGE BEAM ON 42" GDX PLY. ON #2 D.F. 2"X10" R.R. a 16" O.G. IU (I) Is/4" X 14" ML. W/ APPROVED RAFTER TO PLATE TO STUD HURRICANE CLIP Z z (5EE DETAILS ON A-4) 1L < ry O f� rl Q s a 2"X10" jGOLLAR TIES ® Ib" O.G. N IV/ " IGARRIAGE BOLTS EACH SIDE l Q � X z lu Lu �� rl "Xb" FASCIA (TYP) O f rTl z VINYL VENTED SOFFIT PANELS (TYP) (Z15/4" X Ih/a" ML. i WALL CON51. `Q GERTAINTEED DOUBLE 4" CLAPBOARD VINYL SIDING ol I6'-011 (COLOR TO MATCH EXISTING HOUSE) OVER TYVEK ON )/: " GDX PLY. ON #2 D.F. 2"X4" STUDS ® I6" O.G. YV/ APPROVED HURRICANE STRAPS TO PLATES + (SEE DETAILSON A-4) r SLAB CONST. o REINFORCED 4" P.G. SLAB W/6"X6" I0/10 ANCHOR BOLTS 4' O.G. I' FROM CORNERS W.W.M. ON GRADE OVER 6-MILL, VAPOR Q/ IN/ 2 SILL PLATES/ SILL GASKET AND BARRIER ON MIN. 4" WELL COMPACTED TERMITE SHIELD (SEE DETAILS ON A-4) GRAVEL FILL OR CRUSHED STONE � O lu � lK Z ttl � O GRADE {3"MIN. — _ 1 1 III Hill -1 1=1 -_ I I-i I II 1 11 I I-III-1 ' 11 I I-1 I I-1 I Ii I I-I 1 11 i - 1u 1 1 1=1 11=III � � (2) #4 CONTINUOUS REBAR (TYP) SECTION A-3 SCALE: NOTE: INTERIOR 2"X6" DIAGONAL WIND BRACE/ TOP TO BOTTOM PLATES/ FACED NAILED NOT GUT IN (TYP. ALL CORNERS) t�r�Ev✓ro rf'cE r'y� DRAWN: JOHN R. gt w SCALE: I/2"=1'-O" i JOB #: #10 Fo 0322s 1 ��" / DATE: q/27/04 p9OFESS%00 SHEET NUMBER: A- 5 or REVISIONS: 2ND, FLOOR WALL STUD KING STUDS RAFTER NOTCHED RAFTER 2ND. FLOOR PLATE p : CRIPPLE STUD RIDGERIDGE O 5U5FLOOR RIM BOARD HEADER -p IST. FLOOR TOP PLATES JACK STUDS - -0 IST FLOOR WALL STUD O TYPICAL RIDGE TO RAFTER STRAPPING TYPICAL RIDGE BEAM TO RAFTER STRAPPING TYPICAL HEADER CONNECTION Iv Z z 1= � TYPICAL MULTI-STORY CONNECTIONS IL `r U� N IST. FLOOR WALL STUD < RAFTER 1ST. FLOOR PLATE 4x z SUBFLOOR SILL GASKET Ix m RAFTER RIM BOARD TERMITE SHIELD O 0- k Z DBL, SILL PLATES Lu DOUBLE SILL PLATE (TO OVERLAP JOINTS) x 0 TOP PLATE —F1 TOP PLATE J Q v FOUNDATION WALL •o FOUNDATION WALL z WWALL STUD ALL STUD IST. FLOOR TO FOUNDATION CONNECTIONS BILL PLATES TO FOUNDATION ANCHDRIf, TYPICAL RAFTER TO WALL STUD CONNECTION ALTERNATWE-fd,�TeR TO WALL STUD CONNECTION LLI Q WEND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL WIND RE515TANT CONSTRUCTION CONNECTORS < ~ CONNECTION LOCATION: 'PART NUMBER: NOTES: LU UJ U FL RIDGE-TO-RAFTERS I-STA24 APPLY TO EACH PAIR OF RAFTERS H RAFTER-TO-WALL RT20 APPLY TO EACH RAFTER •I F IY I- Q APPLY TO EACH RAFTER RAFTER-TO-PLATE RTI5 (USE WITH SPTH4 CONNECTOR) •I � ` lO PLATE-TO-WALL STUD SPTH4 APPLY TO EACH WALL STUD I Q 2ND. FLOOR WALL-TO-IST. FLOOR WALL KLFTA OR MSTA36 APPLY TO EACH WALL STUD •i" IL HEADER-TO-JACK STUD L5TA12 APPLY TO EACH JACK STUD CRIPPLE STUD-TO-HEADER RT3 OR RT"I APPLY TO EACH CRIPPLE STUD ' LH d .A" 1 SHEAR WALL HOLDDOWN ANCHOR ADS5 APPLY TO EACH SIDEWALL END Q 15T. FLOOR-UNDER-SILL PLATE MSTA36 OR RSIb WRAP UNDER DOUBLE SILL PLATE-R (USE WITH 3" SQUARE WASHERS) USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. IJ FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. q 4 h" '1 ULTIPLE SECTION ASSEMBLY: II 11 114 THICK BOLTS a2'OC II II I PROVIDE 1/2" SPACING Iv- BETWEEN y, i THE END STUD ANCHOR BOLT CONNECTION AND THE 2 OTHER STUDS FOR ALLOWING ANCHOR BOLT CONNECTION FOUNDAEUPPO TION MAlIA.MC OR BOLT L- FASTEN ECT CORNER STUD _ HOLDDOWN INSTALLATIONRANSFER SHEAR C� Sp TE T U�NIOIAnON STORY Tz•oc WITH (21 trod �BIILLP P CTOMUNDATE OR T� zsroRlEs ss•oc FORPANEL3PANS: h � �- iA,,. i- MON NAILS e' b" O:G, I I I ---_ WALL BOTTOM PLATE TO FOUNDATION I ' ' sLAeaN-GRADE 1-2STORIES sr me 1'OR WIDER SPAN l.r yo� 23197 APA SPAN•RATED 4VA SHEATHING GRADE PLYWOOD (OVERLAP MOUND OPENINGS P) I / �- DRAWN: JOHN R. 51DEWALLENDWALL USENSP LESP55 OR 6P5831WITH .3x3 SQUARE 5 h ( /s ,��, ¢ 2x1 STRONG•BACKS @ 24-OC SHEdR WAL{:CORNER CONNECTION q 1- m ✓-' , a ASSEMBLY: SCALE: N.T.5. I I I I � 1).PREASSEMBLE PLYWOOD TO 191'3:1110x9'Iw1 WASHERS)GALVINMED OR II F� oszsu-� ����/ JOB #: #IO STAINLESS STEEL WOOD SCREW ®17 O.C. -5—ATE: q/2-1/04 2).ATTACHING STRUCTURAL PANEL:FASTEN TO BUILDING xA h" N10:WOWWASHERS)GALVINIZED OR STAINLESS STEEL / WOOD Sbi D )1 SHEET NUMBER: CREW Q 13.O.C. ALTER MACHINE IVEBOL F0 Ir O.C.FOR SHUTTER TO BUILDING; NIOTM NUTS ATTACHED TO BLDG.x9N10x1-111 (WIWASHERS) MACHINE BOLT®17 Q 4 OF REVISIONS: ? � �O'�" CJ WIND FRAMING NOTES 1.114 RIDGE-TO-RAFTER 0gauRAFTER ASS EMBLY: NAILING SCHEDULE When x 20 gauge strap shall be f aaeheest each pair of number or In accordance it !able fired PLAN GONTEI^IT8- When a collar Ile Is used In leu tN a ridge strap,the number of 10d common nails required ROOF FRAMING: __CON STRU CTI ON NOTES: In each end of the collar tie need not exceed the tabulated number of Bd nails In the strap. OCCUPANCY1 1)• The information within thio eel of construction ducuments Is related to basic design 2). RAFTER-TO-WALL ASSEMBLY: I JOINT DESCRIPTItlN NAILOTY. SPACING NOTES ' Intent and framing details.They are Intended as a construction aid , not a substitute Lateral framing and shear wall connections for rafter, ceiling or truss to top plate shell be in 13u1 DIG ESE RAFTER To e'WALL;3.8d COMMON EACH TOENAIL for generally accepted good building practice and compliance with current New York accordance to table 3.3. When a rafter or truss do not fall In line with studs below, rafters TOP PLATE 10'WALL:4-8d COMMON RAFTER Slate building codes.The General Contractor Is responsible for providing standard or trusses shag be attached to the well top plate and the well top plate shall be attached to A 5 FT OF T TI construction Befalls and procedures to ensure a professionally finished, structurally the to the wall stud with uplift connections, Roofs overhanging the rake side of the building CEILING JOIST 8'WALL.:3.8d COMMON EACH sound and aweatherproof completed product. .: shall be connected with uplift connections in accordance with table 3.3m DESIGN CRITERIA PRESCRIPTIV E A5 PER N.Y.S. RESIDENTIAL CONSTRUCTION CODE AND TO TOP PLATE 10'WALL:4.8d COMMON JOIST TOE-NAIL 2).The General Contractor Is responsible for ensuring that all work and construction 3).WALL-TO-WAIL ASSEMBLY: _1095 C HIG1ND ITL WO FRAME CONSTRUCTION MAUA CEILING JOIST TO AS PER TABLE 3.7 EACH FACE ELEMENTS b PER rLOP-IR PLANS CR0SS SECTION AND GENERAL NOT S PARALLEL RAFTER WFCM•SBC LAP NAIL meets current federal, elate,county and local codes, ordinances and regulations, etc. Watt studs above and studs below a floor level shalt be attached with uplift connections In EXT. BALCONIES b0 CEILING JOIST.LAPS : AS PER TABLE 3.7 EACH FACE These codes are to be considered as part of the specifications for this building and accordance with table 3.31).When wall studs above do not fall in line with studs below, the DECKSOVER PARTITION WFCM-SBC LAP NAIL 4G 111 should be adhered to even If In variance with the plan. studs shall be attached to.a common member in the floor assembly with uplift connectors In ATTICS w/o STORAGE COLLAR TIE AS PER TABLE 3.4 EACH FACE accordance with table 3.3. l0 ATTICS w/ STORAGE 2O TO RAFTER WFCM-SBC END NAIL Z Z 3).Dimensions shell take precedent over sealed drawings. DESIGN LOAD CALCULATIONS [Jol LOCKING EACH TOE y (00 NOT SCALE DRAWINGS), 4). WALL ASSEMBLY TO FOUNDATION: !LIVE LOADS PbF) ROOF (GROUND SNOW LOAD) 45 2-edC.OMMON END NAIL > RAFTER First wall studs shell be.connected to the foundation, elll plate, or bottom plate with uplift ROOMS (OTHER THAN SLEEPING) 40 M BOARD EACH END j-j-. 4).The designer hes not been engaged far construction supervision end assumes no connectors, Steel straps shall have a minimum embedment of 7 inches in concrete ROOMS (SLEEPING) 30 O RAFTER 2.16(COMMON ENO NAIL it) responsibility for construction coordlnafing with these plans, nor respansibiltlyTor foundation end slab mrgrede, 151nches In masonry block foundations,or tapped under STAIRS 4O WALL FRAMING: Q O W, construction means, methods, lechnlquea,sequences, or procedures,or for safety the plate and nailed In accordance with table 3.3b.When steel shape are lapped under Me precautions and programs in connection with the work. There are no warranties for a bottom plate,31nch square washes shall be used with the anchor bolts.Anchor bolt QAURD fA rl N zoo r specific use expressed or implied in the use of these plans, spacing Is to be spaced and sized in accordance to table 3.2a. In addition to spacing, 81J CA r JOINT OESCRIPTION NAIL NAIL NOTES Q V Z In anchor bolts are to be spaced between &12 Inches from the and of a 9111 plate and all CITY, SPACING J 5). Refer to the Window and Door schedule ronextedor openings. comers. LOAD PATH SEE CONSTRUCTION ANDWiND PATH CONNECTION TOP PLATE TO 2-16d COMMON, PER FACE NAIL < x0 ,� (ROOF - FOUNDATION) AI .AG 1 GENERAL,NOTE AGE TOP PLATE FOOT SEE NOTE: / Q/ �/ g3 V Z AILIN TOP PLATES AT 4. 16d COMMON JOINTS FACE O O Ul 6).The General Contractor Is to ensure that masonry or prefebrected fireplaces meets 5).TYPE I EXTERIOR SHEARWALL CONNECTIONS: GENERAL TE PAGE `, or exceeds manufacture's specifications and applicable codes, Type I exterior shear walls with a minimum of 7116 inch wood structural panel on the exterior INTERSECTIONS FA 6IDE NAIL {- attached with fid common nails at S"o.c. at the penal edges and 12"o.c.In the field, andSCHFnULSTUD To z- led COMMON 24" FACE � 0. Z 7).The General Contractor Is to consult wllh the owner for all built-in Items 112 Inch gypsum wallboard on the Interior anachedwhh 5d cooler nails at 7"0.c. at panel STUD O.C. NAILQ such.as bookcases, shelving, pantry,closets,Idrna, etc, edges and 10"o.c.in the fleldAhall be In accordance with the length requirements specified HEADER TO 16d COMMON 16"O,C. FACE X 1- g_ In table 3.15a•b. HEADER ALONG EDGES NAIL SI-W n load re Irem h ell be taken Into account during construction. TOP OR BOTTOM 2. 76(COMMON PER 2z4 STUD END S). TYPE II EriTERiOR SHEARWALL CONNECTIONS: PLATE TO STUD 3-led COMMON PER 2x6 STUD NAIL 0 FOUNDATION NOTES: Type 11 exterior shearwalle shall meet the requirements of table 3.158-b times the appropriate BOTTOM PLATE To: . lL length edjuatmenl factors in table 3.16. FLOOR JOIST,BAND JOIST, 2-16d COMMON PER FACE NAIL 1).The General Conhaolor and Mason to review Plans,elevations, derails and nates to PLUMBING RISER DIAGRAM ENO JOIST OR BLOCKING FOOT SEE NOTE: 1,2 determine Intended-heights offinished floor(s)above.typlcabgrade. '7). INTERIOR SHEARWALLCONNECTIONS! FLOOR FRAMING: 2). All footings to rest on undisturbed (virgin)soli. Alioweblesidewall lengths provided in table 3.14 shall be permitted to be Increased when NOTES Interiorshearwalla are used.Sheathing and connectionsshJOINT DESCRIPTION NAIL NAIL QTY. SPACING all be in accordance with 3). Provide 112"expansion Joint material between concrete slabs and abutting 2.4.4.2 and 2.2.4 respectively, JOIST To: PER TOE concrete or masonry walls oaudng In exterior or unhealed Interior areas. e). CONNECTIONS AROUND EXTERIOR WALL OPENINGS;: SILL, TOP PLATE OR GIRDER 4.8d COMMON JOIST NAIL Header and/or glider connections shall be In accordance BRIDGING EACH TOE be Installed Any new concrete walls being attached to existing concrete structure shall etiTO JOIST 2-ed COMMON END NAIL be ted with g4 to ber, with table 3.5.Windowsill til plates shall be have steel connectors In accordance with table 18"long 11112" Mt.Use approved epoxy forinstallation. 3.5. FIRE PROTECTION BLOCKING EACH TOE 2-ad COMMON (SMOKE r G02 D T CT SEE FLOOR PLANS TO JOIST END NAIL Unless otherwise noted,alhslabs on grade to be 2500 P.O.. Concrete lobo 9).CATHEDRAL CEILING ASSEMBLY: BLOCKING T0: 3.16(COMMON EACH TOE poured i n 4 Inch thick sand or gravel fill with 6x6 wire mesh relnfareing. Interior slabs Where a ridge /A - M CONSTRUCTION g Is to be used as a lope on beam, the rafters shall either be notched andSILL OR TOP PLATE BLOCK NAIL to be minimum 3.1M Inch thick. anchored on top of the beam or elope connectors shell be attached to each roller-ro-dtl e E C C ATIONS CK 3.5 AS LEDGER STRIP EACH FACE " alba the i en calling TO SEAM 3- 16d COMMON JOIST NAIL 6). Crawl spaces to be provided with a minimum 18 x24"access opening. Install one 9 P g Pen of the building. Connections!Ohne ridge and wall shall be be 6x16 ea&t Iran foundation vent far every ,5D fl. attached with the ebpwa requirements. CLIMATIC & GEOGRAPHIC DESIGN CRITERIA JOIST ON LEDGER 3-fid COMMON PER TOE DECK AND COVERED PORCH NOTES: TOBEAM JOIST NAIL 7). Dampprpof exterior of foundation with bituminous coaling as per section R406 of BAND JOIST PER END GROUND WIND SEISMIC FROST WINTER ICESHIELO 3. 76d COMMON N.Y.S. w grade p Construction or walls Pdor polyethylene film shall.he applied over 1). fastens otherwise and ors to maters!ze be tri ACQ prescure treated lumber• SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDER WELD T FLOOD TO JOIST JOIST NAIL the below grade penton of exterior walls prior to backfilling. All fasteners,hangers end ensnare to be galWnized or stainless steal. LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS BAND JOIST TO: PER TOE NAIL 2. 16d COMMON SILL OR TOP PLATE FOOT SEE NOTE: 1 8). Drainage as per section R405 of N.Y.S. Residential Construction Code. 2). GiMerelOr.deck joists to be (2)2210, bolted to each poet with washers and nuts. MODERATE SLIGHT To 45 L85. 120 B SEVERE 4 FT, 11 Glroam on.concrate piers shall be anchored with proper steel connectors anchored TO HEAVY MODERATE FRAMING NOTES Into concrete with a minimum 1/2"the x 7"long anchor bolt with washers and nuts, JOINT DESCRIPTION CITY. SPACING NOTES Z 1).All tioframing Framing and methodsaspresaiptwedesign of1985SBCHigh Wind 3). Posts supponinggirders shall beanchored toa12"x12"02"thick concrete footing. ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: sTRuc7uRALPANEL Bd ' PER TABLE 3.8 )Z/ Q Edition Wood Framlgg ConelructlOn Manual. Use a minimum 1/2"Ala-x 7"long anchor bolt with washers and nuts. Footings Shall NAIL SPACING NAIL SPACING AT INTERMEDIATE WFCM-SBC he4fl. below grade. SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES CEILING SHEATHING: Q 2). Unless otherwise noted, all framing and structural woad material to be f)2 + BTR. 4'PERIMETER EDGE ZONE 6d COMMON @ s•O.C. fid COMMON @ 6"O.C. SEE NOTES: 1,3 Douglas Fir. JOINT DESCRIPTION NAIL NAIL NOTES tiJ 4). Deck joists to have blocking al 8'0 o.c.. SEE NOTES: 1 (BOTH FIELDS) QTY, SPACING F 3). Floors,wells, ceilings and rafters to be spaced at 16 inches a.c,unless noted � INTERIOR ZONE 3d COMMON (�6"O.G. ' hid COMMON @ 12"O.C. NOTE:2 FOR PANEL FIELD Q otherwise. 5).A minimum of 10 Inch flashing shell be Installed between the bulloing and ledger. SABLE ENOWALL RAKE AND RAKE TRUSS ad COMMON @ 4"O.C. fid COMMON @ 4n O,C. SEE NOTES: 1,3 WALLBOARD 5d COOLERS 0"O:C FI GE ~ Z - Ledger lobe fastened to building with 112" rile. boils with washers and nuts WALL SHEATHING: u z v e). Unless otherwise noted , all bearing wall hos(e)s ll en(2)2x1 D f!2+ BTR. Doug.FIT. where needed. NOTES LU Bearing wall headers to have(2)jack studs and (2)full length studs on each side of all 6).Concrete piers shall be a minimum 6" above grade. THESE NOTES ARE ONLY 70 BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. JOINT DESCRIPTION NAIL NAIL ILI NOTES I openings. LVL headers to have(3)Jack stud&and (2)full length studs on each side of QTV. SPACING openings. Bearing well and 610 ills shell also have (2)window sill plates for 2x4 well 7). All joists to be supported with hangers and anchors. Each Joist shall also be anchored 1 Forroor sheathing within 4 feet of the STRUCTURAL AS PER TABLE 3.9 openings between 4'1 and bl and 2x6 wall openings between 6'11 and B'9. Provide fire ) 9 nt%required r edge ll the roof,Including 4 feet on each side of the roof peak, 6d COMMON to gtrder(s)• �the 4 foot perimeter edge Zone anechmenle required shall be aced, PANELS WFCM-SBC and blocking where applicable. 7116"OSB 3"O.C. EDGE 2 .Tabulated 121nch o.c.nails acro 6d COMMON n, 5J.All tush beams/headers to be installed with heavy duty gelvinized hangers and overs Roofs shall be assembled and anchored the same manner as atypical building. 1 spacing assumes sheathing attached lip Toner/truss framing members with G>o.ae. PLYWOOD s^D.C. FIELD l� � D A�� For framing members with<0.424G<OA9, the nail spacing shall be reduced to 6lnches o.c. GYPSUM 5d COOLERS P O.C, EDGE � LU anchors where applicable to all connecting joists. PLUMBING -NOTES WALLBOARD 90"D.C. FIELD 6).Double up floor joists under walls that run parallel to the floor Joist and under bathtubs. r .All water su g g 3),Tabulated 4 inch o.c.nail spacing assumes sheathing to rafter I truss framing members with G>0.49. For .N O O j 1 PPIY drelna a and venting to be Installed as per N.Y.S. Residential framing members with 0,42<G40,49,the nail spacing shall be reduced to 3Inches o.c. Z Floore to have ceramic Ole installed shall be'verified for proper load capacity unless note( Construction Code, JOINT DESCRIPTION NAIL NAIL FO Q on plans. OTY. SPACING 2).Verify septic system with the Engineer tot Suffolk County Health Department approval. STRUCTURAL PANELS COMMON 6"D.C. EDGE 7). Provide blockinglbddgingInfloorjolstsat8'DO.c., Use solid blocking infloor joists WALL SHEATHING REQUIREMENTS FOR WIND LOADS: CUR LPs 1z"tlC. ED E under ell bearing walls. 3). If wall studs, plates or joists are cut out during installation for any plumbing related work, NAIL SPACING NAIL SPACING AT INTERMEDIATE provide adequate bracing and plates to protect and secure the structure• Verify with lha SHEATHING LOCATION AT PANEL EDGES SUPPORTS G THE TERM FIELD NOTES 8).Provide Insulation baffles at save venla.between rafters. Install draft blocking as state code and manufacture's recommendation for maximum hole slze add spacing permitted. needed. 4'EDGE ZONE Bd-COMMON @ 6"O,C. 8d COMMON @ 12"O.C. SEE NOTES: 1,3(BOTH FIELDS) THESE NOTES ARE ONLY TO BE REFERRED TO IF HVAC SYSTEM NOTES . NOTE: 2 FOR PANEL FIELD MENTIONED IN SCHEDULE NOTES ONLY, 9). Unless otherwise noted,all tools and walls to have a minimum 1/2"thick, 4-ply Fir INTERIOR ZONE 6d COMMON @ V O.C. 6d COMMON @ 12"O.C. SEE NOTE:3 1).Nailing requirements are based an wall sheathing COX exterior sheathing grade plywood-Plywvod•ro cover over plates and headers. 1). Mechents. subcontractor is responsible for adheadng to all applicable codes and sanely nailed 6" require(al the panel edge.!falls eathiing requirements. NOTES 10).Unless otherwise noted use 3/4"thick TSG PTS Fir or Advenlech plywood subfloor is nailed 3"on•center at the panel edge to obtain higher adhered with PL400 adhesive and screwed to floor joists. Finished floor to be Installed 2)• HVAC subcontractorls.to fully coordinate all system data and requirements wllh theTHESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED 1N SCHEDULE NOTES ONLY. shear capacities,nalling requirements for structural over subct floor as permanufaature'e hlslruons. equipment supplier. members shall be doubled,orehemate connectors, 1). For wall sheathing within 4 feet of the comers, the 4 foot edge zone attachment requirements shall •such as shear plates,shall bevsed to maintain load path, 11).All bathroom walls to have 1/2"thick moisture-resistant sheetrock.Garage walls and 3). HVAC subcontractor to provide final system layout drawing end submit it to the General be used. 2).When wall ahearhing Is continuous over connected ceilings and over furnace to have 518"thick t Contractor end owner for final review end approval• 2).Tabulated 13 Inch o,c. sell sparing assumes sheathing attached to stud framing members with membere,the tabulated number of sella shell be permitted g e tate d end finished. All other parts al building to have regular 1'!2"sheetrock All walla to be taped and flnlahed. ELECTRICAL NOTES: G>0.46,For framing members with 0.42<G<,the nail spacings shall be reduced to 6lnches o,o, to be reduced tot -led nail par fact. 12). All roof with a pitch less than 4:12 shall be Installed wllh an Ice&Water barrier or 1). All electrical to be Installed as per N.Y.S. Residential Construction Code, 3). For exterior panel siding,gelvinlzed box noils shall be permitted to be substituted for common nails. approved equal. Flat mote shall be applied with a Fibergles base sheet with an EPDM DRAWN: JOHN R. Y torch down type malerial.oveIr. 2).All electrical work shall be.approved by a qualified Underwriter. ` )E . yo torch SCALE: N.T.5. 13). All sill plates and wood In contactwith concrete W be pressure treated. SIII plates to 3).Ansloil Smoke detection and Carbon Monoxide detectors throughout as per section JOB #: #10on R317 / ' ,sY. � � be Installed whi aYeam sill gasket and•cap-r-tex termite shield or approved equal. of N.Y.S. Residential Construction Code. DATE: 9/2'7/04 ss wn"I �� SHEET NUMBER: Of $1ON'�, v , �fy b It 0 il 10r l 75