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HomeMy WebLinkAbout29443-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY NO: Z-31045 Date: 07/18/05 THIS CERTIFIES that the building ADDITIONS/ALTERATIONS Location of Property: 2365 HYATT RD SOUTHOLD (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473869 Section 54 Block 1 Lot 13 .1 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated MAY 23, 2003 pursuant to which Building Permit No. 29443-Z dated MAY 29, 2003 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 ADDITIONS & ALTERATIONS TO EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to STEVEN & DONNA SACHER (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. 1170257 02/13/04 PLUMBERS CERTIFICATION DATED 06/02/05 DINIZIO P/LjUMB.&HEATING A` - I i Authorized Signature Rev. 1/81 Form No.t, TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 2 9 %I'r 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 ners building or new use: I. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. '. 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°6 lead. 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$25.00, Additions to dwelling $25.00, Alterations to dwelling $25.00, Swimming 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 $15.00 Date. '! New Construction: Old or Pre-existing (Building: 1 �� (check one) Location of Property: d��� I��Q�f Ic .\ utiP'to�0 House No. Street Hamlet Owner or Owners of Property: " d S�*41NN I SC6'- LCI-- Suffolk County Tax Map No 1000, Section L-D 1 Block Lot Subdivision '' Filed Map. Lot: Permit No. �Cl�{ i yj Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ Applicafft Signature CO-F, 3foyS D cPr�rlrJ��nrJ�r�rJ�rJ�rJ��.n�ncn�ncn�nrJ�rJ�rJ�rJ�rJrJ�rJrJ�cPrJ��P�P�ncnc.rrJ�l-J�rJ�rJ@PrJ@PrJ�rJ��PrJ�r�rJ@PrJ@Pt:nrJ�rJ�rJ@PrJ�rJ��.nrJ�cP�PrJ�rJ� rJ� o 5 BY THIS; CERTIFICATE OF COMPLIANCE THE S 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 5 BUREAU OF ELECTRICITY c5 55 40 FULT'ON STREET — NEW YORK, NY 10038 5 5 CERTIFIES THAT S SUpon the application of upon premises owned by S 5 G & S ELECTRICAL CONTR. STEVEN SACHER 5 5 P.O. BOX 215 HYATT RD C5 7C7C7C5 SOUTHOLD, NY 11971, SOUTHOLD, NY 11971 ttlC++j Located at HYATT RD SOUTHOLD, NY 11971 r� 7c Application Number: 1170257 Certificate Number: 1170257 ..CCC5 Section: Block: Lot: Building Permit: BDC: NS11 Described as a Residential occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: 5 5 Second Floor, Outside, Attic, 5 5 c5 was inspected in accordance with the National Electrical Code and the detail of the installation, as set forth below, was 5 found to be in compliance therewith on the 13th Day of February, 2004. �5 Name QTY Rate Rating Circuit Ttoe r�+ 5 Alarm and Emergenc}Equipment 5 Sensor 1 0 Carbon Monoxide Sensor 3 0 Smoke 5 5 Wiring and Devices Receptacle 13 0 General Purpose S«'uch 1' 0 Gene.al Purposc 5 Fixture 12 0 Incandescent 5 5 Receptacle 2 0 GFCI 5 Service J 5 l Phase 3\\' Service Rating 200.amperes 5 SService Disconnect: 1 200 cb 0 n[eter: I 5 5 5 5 Sea, 5 l of 1 5 This certificate may not be altered in anyway and is validated only by the presence of a raised seal at the location indicated. 5 o rJ�LPLPLPrJ�rJ�rJ�rJ�r PcPrJ�rJ@PrJ@PrJ�rJ�rJ�rJ@PrJ�r1�PcPrJcPrJ�rJ�rJ�r�rJ�rJ�rJrJ�rJ�rJ�rJ�rJ�rJ�rJ�rJ�rJ�rJ�r�rSrJrJr frJ�rJ�rJ�rJ�rJ�rJ�[PrJr�cP 5■ �suFFOt,r opo y� H ac Town Hall.53095 klain Road O Fax(631) 765-9502 P.O. Box 1179 y�ol 0� Telephone(631) 765-1502 Southold, New York 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date:_ .t—,2jV Building Permit No. c Owner: 2U eJv Sad ef% (Please print) Plumber: nio i 7 ?o pyi, tt (Please prin I certify that the solder used in the water supply system contains less than 2,110 of 10 b lead. ( ersSignature) S-wonl to before me this day of _ 20 07 Notary Publi 54County JANET E.STAPLES Nootary4r83u1�§Sta fNow York No.Carnmq"Espaas July 31.2 0.5 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. 29443 Z Date MAY 29, 2003 Permission is hereby granted to : STEVEN & DONNA SACHER 2365 HYATT RD SOUTHOLD,NY 11971 for ADDITIONS AND ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR at premises located at 2365 HYATT RD SOUTHOLD County Tax Map No. 473889 Section 054 Block 0001 Lot No. 013 . 001 pursuant to application dated MAY 23 , 2003 and approved by the Building Inspector to expire on NOVEMBER Fee $ 284 . 70 thor zed Signature ORIGINAL Rev. 5/8/02 TOWN OF SOUTHOLD PROPERTY RECORD CARD OWNER STREET ,5 VILLAGE DIST. SUB. LOT FORMEIj,,OWN@R Lia 4i+5 Oci-e( N YO' E ACR. No S W r TYPE OF BUILDING ell, SEAS. VL. FARM COMM. CB. M15C. Mkt. Value LAND IMP. TOTAL DATE REMARKSS , / / 3 1 p ,. / �: F 417 S41 Y5P% � -Z e Sa ci.fll f ffe✓eon- 7-- "41 e4Li/g�. (� c 30Z> C' 2 eJ�l L2 .S,9,( J 60 - pp. Z9 Z_ A14 7,- R,. —,, S Pfrel U U 3/ o—d d -- b . v c 9n c l v %z �� GE BUILDING CONDITION 'NEW NORMAL BELOW ABOVE 1,2 `� 1 I 17 � -�f-F C�`� I Gl.f �O✓�ai I 0 � � T3T Acre Value Per Value Acre lla)le I 'illable 2 illoble 3 /oodland Nampland FRONTAGE ON WATER rushland FRONTAGE ON ROAD ouse Plot DEPTH BULKHEAD :1tal DOCK COLOR ---! L I - , I I I _ TRIM i LL I _ I M. Bldg. 1 — o;andation Bath --� -- ,` ' Dinette Extension y C Basement r / ? Floors K. Extension Ext. Walls Interior Finish Extension Place iry n 2 C.- jig-!Fire HeatL —L DR. Type R,,of —I -- Rooms Ist Floor I BR. — F'orci� RecreationRcom' ----- Rooms 2nd Floa FIN. B Porch Breezeway _---.- -- D, ewcv - -- --- Garage -- -- - - Patio O B. _ � I PW;-OF SOUTHOLD PROPPIRITY—RECOMo STREET VILLAGE " DIST. SUB. LOT a 6�i�seL ire Srw741Z S FORMEk OWNER N E ' ACR. S W • TYRE OF BUILDING /Udlry ,� ATEs^ J, rise zo. w , _ 2E5. SEAS. VL 3// FARM COMM. CB. MISC. Mkt. Value LAND IMP. TOTALDATE REMARKS r. Ft? ✓ 5-, L � B 6 c 015-7 6 To .-rd- toa/7`ev —47— AGE BUILDING CONDITION NEW NORMAL BELOW ABOVE FARM Acre Value Per Value Acre Tillable 1 Tillable 2 Tillable 3 Woodland Swampland FRONTAGE ON WATER Brushland FRONTAGE ON ROAD House Plot DEPTH BULKHEAD Total iDOCK I COLOR . I Lt 1 , TRIM LL .� J 1 -1 I I I 11 1 _ I II I I i 1-� I I I . -L I 14 IIIIIIIII M. Bldg. Foundation Bath Dinette ) Extension Basement Floors K. Extension Ext. Walls Interior Finish LR. I Extension Fire Place Heat DR. Type Roof —SII Rooms 1st Floor BR. --- - - Porch Recreation RoorrRooms 2nd Floorl FIN. B. Porch Dormer --i Breezeway i Driveway I I ----- -- Garage -- - - - Patio o. e Total - - --- ---� - - tl% 9 3 z 76S-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING IXFINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE / �S INSPECTOR 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: 6w-y- DATE ( a / 0 INSPECTOR ,,--��� M-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ 006 TOB ANG UNDATION 2ND [ //] FRAMING [ ] FINAL [ ] FIREPLACE A CHIMNEY REMARKS: 41"'� Q DATE INSPECT 765-1502 BUILDING DEPT. INSPECTI [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ RAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: r CArjg� T.-- DATE 16 INSPECTO Permit Number REScheck Compliance Certificate Checked By/Date 1995 MEC REScheckSoftware Version 3.5 Release lb Data filename: Untitled.rck TITLE: Sucher House CITY: Southold STATE: New York HDD: 5572 CONSTRUCTION TYPE: Single Family DATE: 05/20/03 DATE OF PLANS: 1-3-03 PROJECT INFORMATION: new 2nd Floor COMPANY INFORMATION: Eileen Santore COMPLIANCE: Passes Maximum UA=436 Your Home UA=326 25.2%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling I: Flat Ceiling or Scissor Truss 1195 30.0 0.0 42 Wall L Wood Frame, 16" o.c. 2592 19.0 0.0 141 Window 1: Vinyl Frame:Double Pane with Low-E 226 0.350 79 Door L Solid 21 0.400 8 Floor 1: All-Wood Joist/Truss:Over Unconditioned Space 1195 19.0 0.0 56 COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans, specifications, and other calcula in submitt CC it application. The proposed building has been designed to meet the 1995 MEC requirements in Sc eck '(Q . (formerly MECcheco�and to comply with the mandatory requirements listed in the REScheck[nspectio CyF .9 � c T Builder/Designer_ ° r�" DateLU 7 U W r F NO 0525\� GakOFESS101 Permit Number REScheck Compliance Certificate Checked By/Date 1995 MEC REScheckSoftware Version 3.5 Release Ib Data filename: Untitled.rck TITLE: Sucher House CITY: Southold STATE:New York HDD: 5572 CONSTRUCTION TYPE: Single Family DATE: 05/20/03 DATE OF PLANS: 1-3-03 PROJECT INFORMATION: new 2nd Floor COMPANY INFORMATION: Eileen Santore COMPLIANCE: Passes Maximum UA=436 Your Home UA=326 25.2% Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1: Flat Ceiling or Scissor Truss 1195 30.0 0.0 42 Wall 1: Wood Frame, 16"o.c. 2592 19.0 0.0 141 Window L Vinyl Frame:Double Pane with Low-E 226 0.350 79 Door 1: Solid 21 0.400 S Floor 1: All-Wood Joist/Truss:Over Unconditioned Space 1195 19.0 0.0 56 COMPLIANCE STATEM Ft pJ building design described here is consistent with the building plans,specifications, and other calculation s pplication. The proposed building has been designed to meet the 1995 MEC requirements in RES ,. �' (formerly MECchec,�and to comply with the mandatory requirements listed in the RESchecklnspect t. Builder/Designer w Date ti-n C� i� 4,0• 0525�� OFESSIONP I FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION(IST) u ---------------------------------- -- - - FOUNDATION(2ND) --- - - - - - - - --- Zr m tA------ z lx� _ a ROUGH FRAMING& - - / 'hw � 4y PLUMBING INSULATION PER N.Y. - - STATE ENERGY CODE - -- - --- _ -- C' FINAL ADDITIONAL COMMENTS COMMENTS 1 -off-- FLAe -� -- -- - �_ cQ Aac2ee , - �. o �Jl Z -f m uk N z O� I � 0 m J,al --l� GLt;G L\. �l t U• !• H d OF bE* f ' j� �1, Cs � •�,iy/� tr �1 3q kip 0. 41�J7�,`may' i.p \j Un.,alnJl r(::J ullClnL4n�� J•en:Llrpi,ae 1+cr r a.raauon.:I ienrJn _,209.1el I:1--re Nex mn lalc Ede:arwn pax ,n .....e.............rnl ELS Associates ° ce, 1� ' d 4 U2Y Ir. G, Engineering - Land Surveying �✓ �i, � r t,ui4el,.a,Jie`I,j,.y F 11 730 Park Avenue ,plr;,livr„ n `_ �' li.rn'.ItV M41e 4 aJJllrprar.r luli.n.u Huntington, NY 11743 (516) 427-5133 1✓ti QV�Y� ,r, , ,.u:c,, n.rJn., .nr,'. .,Lr crL: p,r; x-J.. . nn11". .. n. rr.;l I ICrr.]en le:fm.le IPe 2r4JSr n }e1`. _ � ) p _ Well: ruts ✓alv: r I.r iy.Ire,. aJdrlrL:r lu OM MAP OF -i,(��'V /✓ I' L �r% wrlarnq:..wc..n�..lr.e�anc.r..n.r:r:•.: I l SITUATE — SUFFOLK COUNTY. N. Y. _ r , GUARANTEED ONLY FOR `SICI 1'�w - � ••'�_ -µ' ' 'A �� UNDER TITLE 11 (!/I.4i:o' `� OF—� JYi b4 ja(�N\\��[�'.I_.•law fJ 11 ��Y/ I ,h -- 1/I %L<^ 1TIi� ���}� h•�i' U i9 _ GUr S C I FILE JOB M t� ` `- L SCALE I TORN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the followine,before applying.' TOWN HALL , Board of Health SOUTHOLD, NY 11971 3 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAR: (631) 765-9502 Survey www. northfork.net/Southold/ PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees----- Examined-5" rustees_ __ Examined 5 24 , 30 3 Contact: Approved :� Z 5 . 20 Mail to: Disapproved a c� Phone:----- Expiration hone: _Expiration G 9 , '0 1 B E: APPLICATION FOR BUILDING PERMIT Date o 200 INSTRUCTIONS a.` his application MUST be completely tilled in by typewriter or in ink and submitted to the Building Inspector with 3 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 pennit 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 Ever-building perttut shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 13 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 pernut 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 or name, it a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder IU2,-r Name of owner of premises ie�-eo an) on na (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. L Location of land on which pro ed work will be done: ,-9,3&S pyakL E ---- House Number Street Hamlet f County Tax Map No. 1000 Section__ t _Block Lot / 3 Subdivision _ Filed Map No. Lot (Name) State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy — b. Intended use and occupancy— 6O1 5 3. Nature of work(check which applicable): New Building Addition ✓ Alteration Repair_ Removal _DemolitionOther Work (Description) 4. Estimated Cost ]CJO, o ou 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 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 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 Depth_ Height Number of Stories 9. Size of lot: Front Rear Depth p' 10. Date of Purchase 3 Name of Former Owner 3OSPp h EclS I f 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES_NO_ 13. Will lot be re-graded? YES_NO ✓ Will excess fill be removed from premises? YES NO 14. Names of Owner of premises9W n e'�)"G- -kWrAddress��V �Ja4 f Phone No. Name of Architect til? knforO- Address Phone No Name of Contractor Tal 1 )cEI Address 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. STATE OF NEW YORK) SS: COUNTY OF_ � _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 will be performed in the manner set forth in the application filed therewith. Sworn t efore me this day of_ 20� r Notary Public Sign ture of Applicant LYNDA M. NOTARY PUBLIC, tattee of New York No. 0 B06020932 Qualified in Suffolk County Term Expires March 8, 20©D NAILING &CONNECTIONS REGIUIRED. vi Doi)ZONE VMVEpASHO�D O.,)MPLYAMPLY WITH HAPTE as' FLOOD DAM EPREVENTION 2c L G.P. gg3Z SOUTHOL OWN CODE. DATE. SY-�(p�� NOTIFY WILDING DEPARTMENT AT Rely r rl5 G CNI MATEY UND WAItERSCERTIF6CATE �OWM M�F011 THE REQUIRED I. FOUIImTIDN . Two IINOUIIED MIQ. 2'O tvv�_ EIa,E 2 CltMIrW6 0 i TION N — ww ,FOR C.O. SWILL MEET THE NOOTPOMNEW 118NLE�FOR CONStfi�EEREPRS. COMPLY WITH ALL CODES NEW YORK r2JATE.d TOWN CODES AS REQUIREDAND_CONDITIONS OF _--- —_ . SOMDTOWNZRA ,.- Owl)TOWN PLANNING BOAR 1 - SOUTHOLDTOWN TRUSTEES It t 4' t< (�1�4d - ---�, � _ � '65�rn.Jn ..�� I I� — IJr✓W ^ � } ALL CONSTUI ME OFNS - MEET THE REQUIREMENTS OF THE - --- - -- --- - - CODES OF NEW YORK STATE i -I _ - PLUMBER CERTIFICATION ON LEAD CONTENT BEFORE I r -- CERTIFICATE OF OCCUPANCY -__J SOLDER USED IN WATER -" SUPPLY SYSTEM CANNOT _. EXCEED VtOLOF 1%1EAD. I' I - - - - - _ - - - - .- PLUMBING � g WATER LINES NEE i TESTING BEFORE COVERING : OCCUPANCY OR I _ _ _USE IS UNLAWFUL - -_ - - -- - - - - - - - - - - - - - - _ WITHOUT CERTIFICATE OF OCCUPANCY .0"44LO x V'0` 'u 1t j FLf�0i2 115 gY { *�> zIr-r A r I t IyP�si tEai � '�i 1L1 pI�LY> . 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U1 IITIY�LAF� �- - - ----------- >< ----------.�.--------'�: �hlir.Y#"=J'o'y ��,h�nON �J•I�-03 rjop!�L MAL, u WAW_ 3 ll _ �cx icy e1N[al or l 4 2r D3 _ pF NEW me Mal f� Miid, vfE`hl'1Q1LL �� Frso 0 2L-5WrX r rR,Pxmazf N'r' �e .�+✓'f W :, y� �ri iGALE: F'1[�1: f of 'APPROVED KY: - DRAWN 9Vy,�, _ 4 k �1, FO 1 N0, 0525*� ayUFEssico) � OgAWIp1�r pil .. " A. i fs:N35! 2-�ICgE.0 TW I � I seVC-cr�F t� ac:) Ilv'RG, Le' tATi; Pf . R.NP di �VY p flr 1.5f:It �M C" __ k aJ t Pitt F Lly PT •� — -Z/- �-F e "�L" i f � � 'a �Iu✓rf� R�?a!2•?F�in 22, � "xA� T �+ 9f5 o t,• I.� C his c., G �.. �� "`, "el u r 61 Ik y l %, !� ..L -� 1 ri r2 x c ua a l� rc e � '� � ( #' r brA TO GtuFl , kc. . �' 0� I /G ? hIMP�'cu rirg� ��•' G4Yfiyt r waw �y / L�"bltlSCi IG 2 I'� I OLi h ---- -� 1r I f . 1P� s = 1 i C� Y2 yam'' cry F Wtz,i� jtl"u' . -h ! ?° ' p° W1 � F f> U ♦ . Gyl f kk� 11�1LFi k'lath �i'� WI I Z 17 rti' 2 `i1� 1'' WART r � � � G �y � I � � p'c;f- TJt 'd°.'l-OW, 1 a u Cc aumt1m 6ruo To i � �1 �ow�5 9pjrvto.< , w — C Tu 283th w G`. i f s ,� �J1°3iOrJ °5-✓fP! �4?� C41>�lU E WI fUrX�W 0 TO 70410TIAJTP NOM r,(AePW9 WIQ_ wsjtip.* o, 1' perjcm. Li& ,Ire vaur ',✓a� �'Ack t��tzr� 1 �IG5.t ��"i>o3 ' ( Of NEW �c ` yp 'l3ty✓ Ff31T RD lex '.TfdC�Lr7 f�Y • - �� g�` Rc.L. .+A Lole>- 'AWNdv OUT% .oNwwN OY` �jis DATEff99 ,qqq.'"ru� 0525 ' 'UpOFE$$t��r� DflwW{"tiOTNUMEEflI�� f GENERAL- CONSTRUCTION NOTES NAILING 7 ULE AS PEa ORE CRiptfWE DESIGN FROM,1995 SSC HIGH WIND EDITID WOOD FRAME CONSTRUCI UN MANUAL CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA ALL nAIL SPADING IS BASED Ar 16'¢C SPACING ANY OTHER SPACING OR DIFFERENT APPLICATIONS, THE CONTRACTOR wwNP wpm iGirlC FNgiT W R SHALL REFER Tp THE PRESCRIPTIVE gEIDN SECTION [IF THE WOOD FRAMING MANUAL FOR PROPER APPLICATION LOAD' (M) G= WAT 4 TM TERMITE. WCAt Ip1p1 - +s Lea. lea ■ sc! i) ggE ROOF FRAMING; RpOF SHEATHINGI TABLE 3,8 ROOF SHEATHING. REQUIREMENTS FOR WIND LOADS) JOINT ectcatorNII dry. ' JtgNr WMP1tlAT . DTx SfM . IdIEM Ar MIEL ODE;"rNDI iK (hMnl 0 aorta m rEAVY "ATNIW LDCeT01 WALL,D. THESE CUNSTRUCTIDM ➢OCIMEF/TS HAVE BEEN IIESIOryED TO MEET THE MINIMUM LIVE 00Ap Ta'RAtE. )t' WfLL,a, �'� RNA. P, N �!S' INSS61tlR Me: 0e0M 0 fi 00 OPINION! Or n4 reT6 a cU MMR f CRITERIA BELOW. REFr# TO SECT: R341.4 / 9901W IIF ILY3, RESIDENTIAL CONSTRUCTION CODE m/tP RAT[ p-VµL %■d „0111 ML CLL tAIZ AW y ! 4 USE LIVE; LORD 11 Usk L PMAiLY vow aRc ' w NAD. CEILING SHEATHING---���---�+��� ALL RuUme, 40,'PSF - OVER PARTIT Viol - SK - MR sESC01M11 els, YACp6 NOTES EXCEPT SLEE�ING'RgON LS LNANSRAO.S ago M' 14 VALLepaa to cWLSRi O' nc . imp THESE NOTES ARE ONLY TO BE REFE�NTIONEO IN SCHEDULE NOTES ONLY. anyellMEctoh mAwripi WCM -t■a E (AIL TO RM1ER COIeUk [W L WALL SHEATHING: 1). For roof ,heathing within 4 Felt of the perimeter edge of the roof, Including 4 fort an each side ar the reef peak Go pip the 4 foot perlmkter edge sone Attachments required shall be used. I RMTER ! - IW fAMQ( [NO NAk JOPff ■EEWPTM SPApgID ns SgIAtIRALRR"TA■LE a EL Tabulated le Inch a.c. raft spacing Assumes sheathing attached to rafter / truss Framing members with G)9.49. EL PA & M cwft Am '7' _ sec For framing members with (04e(G(O419, the MA spac4p shall be reduced to 6 Inches At. � � WALL FRAMING, RYWOOD ~ tnnRN n•nC F 0 31 Tabulated 4 kith os. MOR spewing nzsanes sheathing to rafter / trust iranMB Members with G>0.49. For -A TS �i i^•, r �� framing members with 042(G(d49, the MR spacing shop be reduced to 3 Inches cc. L ASSE, LEO AS PER N.Y.S, RESOMENTIAL CONSTRUCTHIN CODE. AUNT iEscurrl@I gtY, 51MYjMp WTEs VKt■Me! IP OC . Fera REFER TO THE FOLLOWING MANUALS FOR ADDITION Tell FASTENER REOUTREMENT9 - W 01111114I I FLOOR SHEATHING, TABLE 3.9 WALL SHEATHING REQUIREMENTS FOR WIND LOADSi TpM PLATE FourSCE MTE. I SST➢ 10"99 Standard for Hurricane Resistant CanstructlonCIE CTIQ6 - 1.cAMk EA i1W rug AIM ■EWNPOM BIT. SMCpke Cs T14MG Loc-1AT •M[L EWES ;WgpITS �PM(�t BfOIIO WTss RMC SCE 7-02 (REVISED FROM 7-98) Minimum Design Loads far RuNunps and Other Structures seat c 24. FACEW. MAIL 1• ss COM)AI +' Eos¢ IDrE t'nM+M a 4' M CONON t k• OC. Wi 5 Al flEln Iuw . Y CYepr xEAaEe - ALRG1XVI NAh NOTES' A GENERAL CONSTRUCTION NOTESI RATE to vua - I¢ Us She MR. THESE NOTES ARES ONLY TO RE REFERRED TO IF LpaA -01ST, ■AA,Jal Ind PER ,ACC MAL I. The Information on this set of construction documents Is related to bask design EMp =§, De R FOP WiF� I MENTIONED IN SCHEDULE NOTES ONLY. Intent and frankng dwtaks. They are Interbed as a cgnetructbn old, not a substitute FLOOR FRAMING, 1). N.RInQ requirements Are based an mit sheathing NOTES far gehertlty accepted good bu4tlIng practice and goiplfar with current New York noted 6 an-center at the panel rape. IF wall sheathing State bulldhg codes. YM Goneral Contractor Is rtsponslble for pmv4ft standard Jnn+r WttsVi,OxMAR. Is malted 3' on-center at the panel edge to obtain higher THESE NOTES ARE ONLY Tp ➢E R PERKED TO ]F MENTIONED IN SCHEDULE NOTES ONLY. construction details And Procedures to ensure a professionally finished, structurally etY eI'Agak° shear copocites, making req."mr-to for structural sound and Weatherproof uanpleied product. -U nwnbers 0 All be doubtrd, or alternate aanhectgrs, p. For wall sMai within + feet qi the corners, the 4 loot etl zone attachment re Ire ata shall L. yT RAn nT pp .00T PAR such as shear plate$, shall M used to nalntnIn laatl path. hing QY mos 2. The General Contractor Is responsible for ensuring that all work and construction e,:Me be used. Deets current Federal, ,tett, county and local Cecil$, Ordinances and regulations, etc. To AVST AW' WdL 2), When saki sheathing Is continuous over connected Thee codes are 10 be considered as part of the specificaHans for this bulleng and 0 - 0a C AtIR' members,the tabulated number of matte sMR be permlttwtl 2>. TobWAted 12 Inch o.c, nap spacing assumes aheothhp attached to stud framing Members with Should be adhered t° even IF they are In variants with the plan. W AOT L 1. to be reduced tol - 16d Mil per foot. G>0.49. For Conning members with pA2(G6 the nail spacings shall be reduced to 6 Inches O.C. 3. Dimensions shall take precedent over scale drawings (do not scale drawings). sol O! T7 RATE 3 " lee IICs MAIL 3). For exterior panel sluing, SOIVN4xrtl box Mike shall be Permitted to be substituted far common Mike. 4. The designer has not been engaged For con;trOtbom supervision 6nd afeumes no TD■pW " IMI JDpn NA71. responsibility for construction coordinating with these, pion) nor 'respo islbkity for TO XAN'- 3 - Md 4 AUL construction means, methods, technkiurs. segLencos,.or Procedures, Or far safety - procauilons and Programs In camnectkln with the wank. There ere no warranties for a .TO T - ,1Oei 4r I MALL specific use expressed ar imptled In the use of those plans. _ Ild LeL Q RATE FRN rRlru S. Refer to flgor plans, ektorler aw"tims, Anti olndow 6 exterior door saheciule For types and 51205 of windows and rxtortar dears, GENERAL FRAMING NOTES 64onerol Contractor Is to ensure that masonry and f eepl4Ce t0nitr1WtIOfI Posts Or 1, Unless otherwise notod, all framing Mterial to be 02•11TR. Doug Fir. exceeds all manufacturers speclRkntiomgh(lappllcaWe 00405. r GENERAL HVAC SYSTEM NOTES 2. Floors, walls. telling, end rafters to be 16. OLC. +meas otherwise rated GENERAL DECK & PORCH NOTES 7, Genteel Contractor to consult One CoardlMte With the owner Far Ott built In Its" PrdVbe fire-bucking where applkable. such As bookcases, shelving, Pantry, closets, tan, etc. 1:;rose oi7Mrw1» noted, all Peening material to be sl ACD pressure 1. MraMnkal subcontractor Is responsible far adhering to NI applicable 3. Unless otherwise noted, all Hering wall Madera to be AM. 2-ply EN6eated lumber, codes and safety requirements. S. Wind load required connections shill be taken Into.account chring construction. MI headers to have adequate Working an tech and or de specified. 2. Girders rr floor Jolts to be min. 2- O units. otherwise rioted, - The wind protection 0400 should be reviewed prior to starting, J WY 8M1 2. HVAC subcontractor Is to Cully coorc0notr ¢II system data And requirement; _ 4. AR Flush beans / headers to be Installed with heavy duty polvamiosd GR chord ori be either Botetl to pasts w/ 1/2' db. pale. bolts r with the equipment supplier. Mn rs. Provide Getvar eed Hangers and anchors where applicable to oL an Z HVAC choretl polo concrete pile. GENERAL FOUNDATION NOTES Jests convected to boons 3. oasts tal have blocking ➢ IF O.C. Urnerol C000ntractoor,,owner *no equro^ent Systemlayoutfor fAmW `view ew anabnl CF to 1. General Cgntractee 6 Mason to revive:plans, ftewtlpns and details to dtternime 5. Double up floor Joist under walls that run parallel to floor joist' And Intended heights of finished floor(r) above typlaat grade, udder bathtubs. Floors getting teramk tilt shill be verified for land copacity. 4. All Ithe of attached between h house to have A ger. Le errsh !appmp bphoid the NdInp, brteosn the house and ledger. Ledger shell be - 2. Alt Pooting to rest An undisturbed [virgin) $oil. batted to bolding with 1/2' dla. Galvanized! bolts. 6. Provltl! blocking / bridging M ,lope Joists ! 8' O.C.. Use (alb blocking 3. Provide 1/2' expansion JoInt,materiat boron concrete slobs And abutting In Floor Joists under all Maring walls. 9. AM foot) rip For posts ontl piers to be 4' below grade, Piers Chalk concrete or masonry walls accurMq In extortor or unneated Interior areas. 7. Provide Insulation baffles at *two vents between rafters. IMtoU draft blocking extend A MmMum of 6' above grade. XPo dad 4. My are concrete sods being attached to existing Of any) comate uCturY to 6. All Fr¢mimp material to hove appropriate galvnnlxetl hampers and be Mstal(rd with e4 re-bar, to, long 4 121 O.C. Use Approved epoxy for installation. R Unless otherwise noted, Roof and Welts to have a nln 4-ply 1/2' FIanCOers. 5. L,Iwss Otherwise noted, oil Interior stabs an grade to be 2300 p,Lconoretw- exterior sheathing grade plywood Plywood to cover over plates and headers. GENERAL PLUMBING NOTES GENERAL ELECTRICAL NOTES - Exterior slaps on grade to be 3300 psi concrete 9. Unless otMrslse noted, 3/4' TGG FM or AAVomtech plywood to be adhered to Jost w/ PL400 adhesive and screwed to floor Joists far sub flooring. Finished I. MI water supply, draInage And ventlrp to be As Per N.Y.S. 1. Ml electrlcal to be As Per N.Y.S. Residential Construction Code. sand or grovel fiat with 6x6 woe mesh reinforcing. Interior slabs to be placed an 6 nil. floor to be InStolletl owe- As per manufacturers Instructions. Resbentlal (Construction Code 2. M1 electrkal worN shall be underwriters approved. A polyethylene vapor barrier, Foundation Slab to be a mintmun of 3-1/2' thick. 10. All bathroom walls to have I/2' Mlcture resistant SMotrxk. Garage Valls 2. Verify septic system with Engineer Fr Suffolk County health 6. Provide crawl space with one 8x16 Cast Iran foundation vent for every 150 square Ord callings to Mw 3/e' Type-X sheft,ock, Unless otherwise noted rest of Deportment approval. 3. Smoke detectors to be located throughout as per Section R317 of feet OF arra. building to have 1/2' regular sheetrock. All sheetrock to be taped and finished. N.T.S. Residential Construction Code. Prove a Minimum of 1 Carbon 3. IF roll s/turfs, plates or Joists are cut out during hsta(tatlgn for Moraxlde Detector M building. 7, Provide minimum 184x24' access MOMN to crawl space red. 11. MI roofs with ', pitch of less that 412 sMil be Installed with Its s Vater ➢ardor any clnjg related k, ovkleadquate bracing and pe r approved equal. Protect � eY with the code And manufacturers recorf,rneotiw for ma,dmw help 512. AM 8. Dompproof exterior of foundation with bituminous cmtlrq Os per section 8406 of 12. SIR plates to be pressure treated. Use With will gasket and cop-r CRF permitted. cede. A 6-mit polyethylene film atoll be appled over tin, below geode Portion Approved equal termite shield, Platec to be oncNred to 9ountlotbn v h u of exterior foundation walls prior to backfilling. minimum 1/2' diax7' long anchor bolts 6 6. O.C. end w/I V OF ends and corners. 9. Drainage to be provided as per section R405 of NY.S, residentlol code OF NEW CO g�FRscy a g �; least l TcRa NCO °. 0525A ype' pq�FEGsill RIDGE STRAPPING PRESCRIPTIVE DESIGN REQUIREMENTS FOR STANDARD RIDGE STRAPPING GENERAL WIND PROTECTION .CONNECTION NOTES FOR 16' O.C. RAFTERS WOOD FRAME CONSTRUCTION WITH ALL MEMBERS AT ROOF OOF CONNECTION PITCH SPAN CAPACITY (Plf) 16' O.C. UNLESS OTHERWISE NOTED. 1 ' 644 ASSEMBLY FOR ALL CONNECTIONS AND TECHNIQUES TO BE 1N, ACCORDANCE WITH 3+12 16' 898 THE FOLLOWING MANUALS - $42 858 a). 1995 SBC HIGH WIND EDITION WOOD FRAME CONSTRUCTION 20' 24' 1207 - RAFTER-70-WALL b). SSTD 10-99 STANDARD FOR HURRICANE RESISTANT RESIDENTIAL CONSTRUCTION 12' 908 TY-DOWN CONNECTIONS COLLAR TIE OTHERCSTR7-02 UCTURES ]SED FROM 7-98) MINIMUM DESIGN LOADS FOR BUILDINGS AND 16' 678 THE GENERAL CONTRACTOR AND FRAMER SHALL REFER TO ABOVE MANUALS FOR 442 24' �7 WIND PROTECTION FOR PROPER INSTALLATION. ALL OTHER CONSTRUCTION SHALL HE 28' 1186 IN ACCORDANCE WITH NEW YORK STATE RESIDENTIAL CEINSTRUCTION CODE. 32' 1357 RAKE OVERHANG OUTLOOK l2' 392 CONNECTIONS 1). RIDGE TO RAFTER ASSEMBLY, 16' 583 RAFTER UPLIF t-0/4' x 20 GAUGE METAL STRAP SHALL BE ATTACHED TO EACH PAIR OF RAFTERS. 20' 693 SPAN !2, Oct I WHEN A COLLAR TIE IS USED IN LEU !)F A KEDGE STRAP, THE NUMBER OF IDd 5,12 24' 783 COMMON NAILS REQUIRED IN EACH END OF THE COLLAR TIE NEE➢'NOT EXCEED 26' 815 UC 481 THE TABULATED NUMBER 13F Bd IN THE STEEL STRAP. 32' 1045 16' 36' 1176 NOLODOWNS WHERE REQUIRED 2). RAFTER TO WALL ASSEMBLY " RAFTER-TO-WALL, LATERAL FRAMING AND SHEAR CONNECTIONS FOR RARER, CEILING JOISTS [1R 18, 351 UPLIFT CONNECTIONS FORT 16' 466 WALL-TO-WALL AND WALL-TO-FOUNDATION TRUSS TO TOP PLATE SWILL BE IN ACCORDANCE TO CHART INCLUDED. 20' 585 WALL-70-WALL USE ECTI CDT W NAILS PER RAPPER AND N OR CRATE JOIST E TO TOP PLATE 642 24' 702 W CON ECTION MIN. d NAIL CONNECTIONS CONNECTION AT WALL HEIGHTS UP TO I0' AND AT RAFTER / CEILING JOISTS 28' 819 SPAN CApAC1TY REQUIRED NOTES SPACING B 16. R FOR AN ALTERNATIVE FOR LATERAL AND SHEAR CONNECTION. 316' 1093 32' 4 7 Ibs. 4' WHEN"RAFTER OR TRUSSES DO' NOT FALL W.LINE WITH STUDS' BELOW, RAFTERS DR TRUSSES SHALL HE ATTACHED TO THE WALL TOP PLATE ANJ1 THE WALL TOP PLATE 12' 32 l6' 596 tbs. 5 SHALL BE ATTACHED TO THE WALL STUD WITH UPLIFT CONNECTIONS. 16' 439 '20' 626 lbs. 5 3), WALL ASSEMBLY TO WALL ASSEMBLY, [7118 BO' 544 24' 726 Das• 6 WALL STUDS ABOVE AND STUDS BELOW SMALL BE AYTACHED WITH UPLIFT CONNECTORS. 24' 652 WHEN WALL STUDS ABOVE DO NOT FALL IN LINE WITH STUDS BLOW, THE STUUDS SMALL 28' 761 28' 826 Ibs. BE ATTACHED TO A COMMON MEMBER IN THE FLOOR ASSEMBLY WITH UPLIFT CONNECTIONS, 32' 870 32' 927 obs. 8 36' 979 36' Q Ibs. 7 l2' OC: HOLDDOWNS WHERE REQUIRED 4). WALL ASSEMBLY TO FOUNDATION. WALL-TO-FOUNDATION FIRST FLOOR WALL STUDS SMALL BE CONNECTED TO THE FOUNDATION, SILL PLATE, OR HEADER GIRDER CgNNECTIpNS+ CONNECTIONS BOTTOM PLATE WITH UPLIFT CONNECTORS, STEEL STRAPS SHALL HAVE A MINIMUM H ROE HEADER R UP 1f' CA RAL EMBEDMENT OF '7 INCHES IN CONCRETE FOUNDATIQNS AND SLAB-ON-GRAB, 15 INCHES IN MASONRY BLOCK FOUNDATIONS, DR BE LAPPEDUNDER THE PLATE AND NAILED IN SPAN SPAN 145. Ibs. HOLDDOWN ANCHORS REQUIRED ACCORDANCE WITH TABLE 3.39 OF SBC 1995 HIGH WIND EDITION WOOD FRAME CONSTRUCTION 2' 4'9 254 FOR TYPE 1 ANO TYPE II SHEAR WALLS MANUAL. WHEN THE STEEL STRAP IS LAPPED UNDER THE BOTTOM PLATE, 3-INCH SQUARE 4' 939 504 (6' PANEL EDGE NAILING) STRAPPING WASHERS SHALL BE USED IN THE ANCHOR BOLTS AND THE ANCHOR BOLT SPACING SHALL 6' 939 762 NOT EXCEED 72' D.C. FOR BUILDINGS WITH A CRAWL SPACE �OR BASEMENT. BUILDINGS WITH A WALL H LD WN TYPICAL WIND LOAD PATH SLAB-ON-GRADE SHALL HAVE ANCHOR BOLTS AT A MAXIMUM B 32' O.C. STEEL STRAPS 20' B' iB78 1015 HEIGHT CAPACITY (Ibs.) N S EMBEDDED IN OR IN CONTACT WITH SLAB-ON-GRADE OR MASONRY BLOCK FOUNDATIONS 10' '2347 1270 J89 SHALL BE NOT-DIPPED GALVANIZED COATED. 12' 2817 1524 14' 3286 1778 ' 3800 5). HOLDDOWN- 16' 3756 2032 42 5 HOLODOWN 5Hµ4 BE PROVIDED AS SPECIFIED IN THE SHEARWALL REQUIREMENTS 13F TABLES 2' 620 254 3.5A-B FOR WALL TYPE I OR TABLE 3.16 FOR WALL TYPE it SELECTED IN ACCORDANCE WITH 3.4.42 4' 1239 504 FROM THE SBC 1995 HIGH WIND EDITION WOOD FRAME-CONSTRUCTION MANUAL. A CONTINUOUS LOAD 6' 1239 04 WINDOW SILLPLATE HEADER TRAPPING PATH FROM THE HELDDOWN TO THE FOUNDATION SHALL B MAINTAINED. WHERE A HOLDDOWN 6' 2479 762 CONNECTIONS SILL CONNECTORS RESISTS THE OVERTURNING LOAD FROM THE STORY OR STORIES ABOVE, THE HOLDDOWN SHALL BE 28' a, 3098 1016 HEADER UPLIF SIZED FOR THE REQUIRED HOLDDOWN CAPACITY TENSION CAPACITY AT ITS LEVEL PLUS THE REQUIRED HDLDD13WN TENSION CAPACITY OF THE STORY OR STORIES ABOVE. 12' 37IB 1524 SPAN lbs. 14' 4338 1778 21 254 4IHOLODOVN ANCHORS 6). CONNECTIONS AROUND WALL OPENINGS 16' 4958 2032 4, 504 HOLDDOWN ANCHORS HEADER AND / OR GIRDER CONNECTION SHALL BE ATTACHED WITH UPLIFT CONNECTIONS, 2' 770 254 6• 762 4' 1540 504 A. WINDOW SILL PLATES 6+ 2310 762 8' 1016 WINDOW SILL PLATES ALSO SHALL HAVE STEEL CONNECTIONS. e' 3081 1016 10' 1270 2x4 WALL SILL PLATE (FLAT), 1-PLY FOR OPENINGS UP TO 401 AND 2-PLY FOR OPENINGS UP TO Vol 36' 10' 3851 1270 12• X127!74i 2x6 WALL SILL PLATE (FLAT>, 1-PLY FOR OPENINGS UP TO 5'11 AND 2-PLY FOR OPENINGS UP To 89. 12' 4621 19°.4 IL-'14' 5391 1778 7). CATHEDRAL CEILINGS, 16' 6161 2032 16' TYPICAL SHEAR WALL ASSEMBLY WHERE RIDGE IS TO B USED AS A STRUCTURAL BRM. THE RAFTERS SHALL EITHER BE NOTCHED TS AND ANCIARED ON TOP OF THE BEAM OR SLOPE CONNECTORS SHA3.L B ATTACHED TO EACH RAFTER RIDGE MIN, NAIL SPACING FOR ROOF SHEATHING w/ ROOF RAFTERS 8 16' OC ND7 E WALL ALONG P SHALL BE SAME AS ABOVE BUIL➢ 1NG CONNECTIONS TO THE RIDGE REQUIREMENTS. LOCATION NAIL SPACING AT NAIL SPA IN AT INTERMEDIATE MIN. NAIL SPACING FOR WALL SHEATHING ATTACHMENTS PANEL EDGES SUPPORTS IN THE PANEL FIELD NAIL SPA AT NAL AC G ATTTNI�R IATE e>, A MINIMUM 'OF THREE (3) STUDS SHALL B PROVIDED AT EACH CORNER 1N AN EXTERIOR WALL. 4' PERIMETER LOCATION USE (2) JACK STUDS ON EACH SIB !h ALL WALL OPENINGS REQUIRING A HEADER UNLESS EDGE ZONE 6' O.C. 6' O.C. - PANEL EDGES SUPPORTS IN THE PANEL FIELD OTHERWISE NOTED, IN E i 6' D [ , O.t1 P EDGE ZONE O.C. 12. 0.,. USE (2) FULL LENGTH STUDS ON EACH SIDE FOR OPENINGS UP TO WO AND (3) FOR LARGER OPENINGS INTERIOR 2 6. OG. 12' Q.C. UNLESS OTHERWISE NOTED. G BLE END WALL 4, OC 4. O.C. RAKE L RAKE TRUSS USE THE FOLLOWING USP BRAND OR APPROVED EQUAL METAL CONNECTORS TO MEET THE MINIMUM UPLIFT REQUIREMENTS. CONNECTIONS SHALL BE INSTALLED ACCORDING TO MANUFACTURES RECOMMENDATION TO ACHIEVE MAXIMUM UPLIFT CAPACITY. N IMUM LATµ DESCRIPTION LOAD CAPACITY MINIMUM CATALOGUE DESCRIPTION LOAD CAPACITY FASTENERS NUMBER FASTNERS NUMBER ADS9 HOLDDOWN ANCHOR 4000 lbs. HLLT TO VERTI IE)IYER (2) 3/1x3-172 BOTS RT10 RAFTER-T -WALL STUD TY-DOWN ANCHOR SBS Iba. RAFTER L STUD, (6) Bd COMMON NAILS EACH BOLT TO SILL- U) 3/4x5-1/4 ANCHOR BOLTS AF L STUID Y 10x1-I 2 NAI S EACH T TD ICN. 2) 778x.7-1/2 80.TS RT20 RAFTER-TO-WALL STUD TY-DDWN ANCHOR 1109 tbs. PLATE, (4) lOd COMMON NAILS TDX6 HOLDDOWN ANCHOR 5100 lbs. BOLT TO SILL, 7/8x6-1/8 ANCHOR BOLTS RTJ RAFtER-TO- OP PLATE TY-DOWN ANCHOR 5 5 Ibs. RAFTER AND PLATES ) Bd COMMON NAILS EACH KNST2 STRAP IE 4220 16s. (6) 5/8• DIA, B13LT RAFTER` 8d COMMON ILS RT16 RAFTER-TD-TOP PLATE TY-DOWN ANCIHOR 950 Ibs, PLATE` 8) 8d COMMON NAILS KHST3 STRAP TIE 6180 lbs. (6) 3/4' wok, BOLTS ]070 Ibs. PLATE AND STUD, (6) 16d C UN NAILS EACH LSTA18 FLAT STRAP 1055 Ibs. <N) IDd OMMON HAAS SPTM_% 6d —ST-UFPLATE T[E LSTA30 FLAT TR 167 lbs. (22> IDd CUMMON NAILS SPTH4 L 6 STUD PIAT TIE 1470 lbs. ATE AND TUD� CI 1 10x1-t/2 NAILS EACH QF NEWS 1BCy O II W 2NF0 N0 0525,2 E PgUFESSIONP� BUILDING PERMIT EXAMINER CHECK LIST . DATE REVIEWED: `SoSl03 APPLICANT: ►1►9gy �_ DATE SUBMITTED: 6 /03 SCTM# DISTRICT: 1,000, SECTION: ��, BLOCK: , LOT: 1 SUBDIVISION: ADDRESS: - CITY: ZONING DISTRICT: CONFORMING? /00 BUILDING PERMITS .. ���//0P���EN/EXPIRED: BPI Z°�-Z/C/o Z- /// , INFO At& BP 2$ -Z/C/OZ- INFO BPCA i _-Z/C/0 Z---�Z�� INFO 0 /BP -Z/C/0 Z- , INFO PRE CO: Y OR N BP -Z C/0 Z- , SINGLE & SEPARATE CERTIFICATION-REQUIRED AlQ NOTES: LOTS 40,000SF-100-24.Lot recognition.(CREATED before June 30,1983),UNDERSIZED LOTS FROM JAN.1997 100-25.Merger.(A nonconforming at any time after 7/1/; REQ. LOT SIZE: ACT. LOT SIZE:REQ. LOT COV. ACT, LOT COV, REQ. FRONT � PROP. FRONT RE SIDE ACT. SIDE REQ. REAR ;�b PROP. REAR REQ. EIGHT PROP. HEIGHT PROJECT DESCRIPTION: Amo _ n ESTIMATED PROJECT COST: (DO ARCHITECT______' � � FAST TRACK A& WATER FRONT? N, DESCRIPTION: PANEL #: Oq FLOOD ZONE: _, COMPLIANCE: APPROVALS REQUIRED SUFFOLK COUNTY HEALTH DEPT: YES or 0, (BED #): DTE: / / PERMIT#: TOWN SEPTIC RECEIPT: Y o® - 9DCaw*- 1 � S NEW YORK STATE DEC: PRE-DEC 9/1/75 YES Or SOUTHOLD TOWN TRUSTEES: YES TOWN ZONING BOARD APPROVAL: YES TOWN PLAN. BOARD APPROVAL: YES oron) TOWN HISTORICAL PRE (SPLIA): YES o(n NEW YORK STATE CODE COMPLIANCE (SEE PAGE 2): YES or NO NOTE clect.,r- 44c v FEE STRUCTURE: FOUNDATIO F FIRST FLOOR: SF SECOND FLOOR: SF OTHER: SF INIT OTHER TOTAL TOTAL: SF FEE FEE FEE I. ( /2 i SF)- ( �5 o SF)= &I SF X $ '30 =$f ��o +$ /5'0 +$ $ 2. ( SF)- ( SF)= SF X $ _$ —+$ +$ _ $ 3. ( SF)- ( _SF)= SF X $ =$ +$ _+$ _ $ FINAL TOTAL: $ i' �y -- NEW YORK STATE CODE COMPLIANCE CHECKLIST USE/OCCUPANCY CLASSIFICATION: Q 3 �xtQ HEIGHT/FIRE AREA: i�R TYPE OF CONSTRUCTION: I DESIGN CRITERIA: ENGINEERED FULL FRAMING DESIGN ELEMENTS: HEADERS:tY N WALL STUDS: iN GIRDERS: YIN CEILING JOISTS: IN FLOOR JOISTS: VN ROOF RAFTERS: -0/N LUMBER SPECIES AND GRADE:(�'/N DESIGN LOAD CALCULATIONS:ION SHOULD INCLUDE LIVE,DEAD,SNOW,S ISMIC AND WIND(INCLUDING UPLIFT AND EXPOSURE) WINDOW AND DOOR SCHEDULE: TEST REQUIREMENTS: G S , LIGHT, VENT(/ LOAD ATHS: Y/N.. ROOF TO FOUNDATION NAILING/CONSTRUCTION SCHEDULE&.& ,//-/MEANS OF EGRESS: Y/N PLUMBING RISER DIAGRAM: /N LOCATION OF FIRE PROTECTION EQUIPMENT: Y/N TRUSS DESIGN: Y/6 / CERTIFICATION: Y^ •/ ENERGY CALCS: Y/N TOTAL COMPLIENCE? Y/N(RETURN TO PAGE ONE)