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Home My WebLink About40280-Z 2 �SUE ' Fdc,y-d , Town of Southold 4/21/2016 opo 416';', G P.O.Box 1179 1 r, 53095 Main Rd '-.141 ,0 '' Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 38252 Date: 4/21/2016 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 320 Private Rd#7, East Marion SCTM#: 473889 Sec/Block/Lot: 38.-1-26 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 11/10/2015 pursuant to which Building Permit No. 40280 dated 11/18/2015 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: ALTER SECOND FLOOR TO LIVING SPACE TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR The certificate is issued to Shipway LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 40280 03-30-2016 PLUMBERS CERTIFICATION DATED 2eLatAre �SUFFa o TOWN OF SOUTHOLD ay BUILDING DEPARTMENT 1 v, x TOWN CLERK'S OFFICE SOUTHOLD, NY y�01 1 �ao`g 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#: 40280 Date: 11/18/2015 Permission is hereby granted to: Shipway LLC 2 Horatio St New York, NY 10014 To: alter an existing single family dwelling (second floor) - no deck addition at this time - as applied for. At premises located at: 320 Private Rd #7, East Marion SCTM # 473889 Sec/Block/Lot# 38.-1-26 Pursuant to application dated 11/10/2015 and approved by the Building Inspector. To expire on 5/19/2017. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $513.60 CO -ALTERATION TO LLINt $50.00 T••.1: $563.60 Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool $50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00,Commercial$15.00 Date. d . 10 . G New Construction: Old or Pre-existing Building: (check one) Location of Property: 32o ?ince etlej * - -aa P.4euv��pin I M-(( S 39 House Nom Street Hamlet Owner or Owners of Property: qi.. Suffolk County Tax Map No 1000, Section 9, Block 0 Lot 26, Subdivision Filed Map. Lot: Permit No. Lf0�0 v Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: y/ (check one) Fee Submitted: $ ,6'7 ,1 Applicant Signature Town Hall Annex i1 ,`® l® : Telephone(631)765-1802 54375 Main Road ` Allg Alig Z Fax(631)765-9502 P.O.Box 1179cif, r i Southold,NY 11971-0959 't �Qs•0 roger.richert( town.southold.ny.us . Cu '*9',0, poi BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To• Shipway LLC Address: 320 Private Road#7 City: East Marion St: New York Zip: 11939 Building Permit#: 40280 Section: 38 Block: 1 Lot: 26 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: All Pro Electric License No: 33703-ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor 1st Floor Pool New Renovation X 2nd Floor X Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 26 Ceiling Fixtures 1 HID Fixtures Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures 2 Smoke Detectors 1 Main Panel A/C Condenser Single Recpt Recessed Fixtures 27 CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 14 Twist Lock Exit Fixtures TVSS Other Equipment: 1- Combination Smoke/CO Detectors, 4- Paddle Fans, 1- Exhaust Fan Notes Inspector Signature: Date: March 30, 2016 'Rifi------ 22 :3 Electrical 81 Compliance Form.xls a86 ,,pf o y�OUNiY,�,,.1 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTI,ON [ ] FOUNDATION 1ST [ -] UGH,PLUMBING [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE& CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ .] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: SiuirfiezZ (C1 1 C� DATE (,5" INSPECTOR - r s1 *C1 SOUTdp * cf TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUG PLUMBING [ ] FOUNDATION 2ND [ ] I CATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: /Arr ,ter S DATE INSPECTOR Amami #5 SOU l ' l Ck°' i* *H ` � � �O,111 • =�y�0UNT1,N�' TOWN OF'SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION - [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ E_LECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE �� INSPECTOR • FIELD vsri9zcQN=Yogi' DATE _, COIv 'Sq , ' Y b ' FOUNDAtION(1ST) , �. . . i . . . .. Z c9) FOUND.4,TION'(2NI5) I N - - - . IM IIIIIMINIIIIMIIIIIIMMIIIIIIIIIIIIMIIINIII ,--%,'-'3' . iiiIEEI ROUGH FRAM IVIG 8.: H PLUMBING 1111.1111111111111.1=11111111111111111111111 • lamga �IJr,.�.�.. INSULATION 'Elk N.Y. MN ilsim111111111.111111111111111111. ' ' Fn 1 STATE ENET2.GY OODE M rAdosimm....o.cirovimmelwomes A mu .Kw, ' FINAL Ff Ai ' -. .._:. -:: ----e - . . ,,,d ...:._-.& . nom wrAressiordwr . . .... . . .. .. ... .. , . . . . .kW'ts Ve 7 -.111144-1---T -.-. 7- .. .. , • . . Ur) eaA:it (V1/ ., 'P-if :14 ' . 60 • • I r 1 yid .. . , TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans / TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey / SoutholdTown.NorthFork.net PERMIT NO. ODS Check Septic Form N.Y.S.D.E.C. ' Trustees C.O.Application Flood Permit Examined 1 t ,20I . Single&Separate Storm-Water Assessment Form Q/ ¶ Contact: Approved ,20 9�1,Q—A. CioN P.N Disapproved a/c Phone:(.9'3i 2,Si; ° "),--1-5 5- -Expiration ct (el ,20 eq---- Ai riI V1 Building Inspector � r il r-..) PLICATION FOR BUILDING PERMIT i Nov1 0 2015 ' L T Date ti' LO B� , 20 INSTRUCTIONS cG' S(TiLioL[. 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. S'e1e V\ , 1-X- Imo' , (Signature of applicant or name,if a corporation) ®• &V t o,�ck ,'i' tkOlhn?/.n, a"I (Mailing address of applicant) i l .-2p� State whether applicant is own: essee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises SA i rW-041 L- eC., 1'40 rr CA IAO. V\.4 ,l\isei A. (As on the tax roll or latest deed) If app 'ca t is f poration, sign re 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: 320 rPyc.ra Ro0 -� C.4 ,Kakn`b�n , 1( ' • House Number Street .1 , .i 21.,-., :Hamlet County Tax Map No. 1000 Section r3ea ;,',Block`' ',`i 4; '," - Lot 9 Co 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 4:1-?Ns teritsrfv,��,� D4G(_Lt NI 4- b. Intended use and occupancy / 3. Nature of work(check which applicable): New Building Addition ✓ Al eration Repair Removal Demolition Other Work',ry t .ft Z"' (->f (Descriptidn) 4. Estimated Cost Fee `c' \co"Not_e_c eX' (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 NIA 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. lj/A 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 0�O ' Rear '2...o ' Depth 0 8 10. Date of Purchase —4- (2 15 Name of Former Owner Cho tri LGI 11. Zone or use district in which premises are situated - - 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO v7 13. Will lot be re-graded? YES NO ✓Will excess fill be removed from premises? YES NO 14. Names of Owner of premises h 0 £=n rr A rs Address Phone No. Name of Architect Address Phone No Name of Contractor -DA.1.1 r E Address Phone No. 63i 4g,4 • 2.5'5to 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO 1,07 * 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 I/ * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF '- IK p - CP)tJ f, being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the Q,S , (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this 1Oth day of November' 2015 — TRACEY L. DWYER ji) {� NOTARY PUBLIC,STATE OF NEW YORK el NO.01DW6306•'I 0 4/1/so - 11° Notary Publg QUALIFIED IN SUFFOLK COUNTY Signature of Applicant COMMISSION EXPIRES JUNE 30,2610 'l_I� " ''I�',o��4 s lyO ,` 4 Town Hall Annex ; 4 - ; Telephone(631)765-1802 - ._.— 54375 Main Road----- (6311765-95 1 r _ ' P.O.Sox 1179 --\' G `�� roger.richert own.satttho .ny.us !~'' _Southold;P1Y-1197-1-0959 '! Q y IFI ' DEC - 1- 2015 ,1: ".'.'..,,.,.'' j 1i BUILDING DEPARTMENT f ;_ ---.-7-7- - -- 1 TOWN OF SOUTHOLD ' f _,AP-P--LIGATION FOR ELECTRICAL INSPECTION - REQUESTED BY: C. sor Ca.bYeca Date: Company Name: Ate �Yp \eGAI1C. Name: 6, CORAL - . License No.: 33 7 0 3 ) - Address: Q, D. & x 9.573 Ay u603oC )+,1 ///.31 Phone No.: - Cell C 73 Sg3'1711) hone. L 63!)21/ Q,p 17Y _ q � JOBSITE INFORMATION: (indicates required information) *Name: CJbiPWav I ZC. c *Address: 3 20 ?if'vgte _ e cl.- Ectst AetTriO), *Cross Street - *Phone No.: G3) 2 36'3 7q S Permit No.: 410 2 8b • - Tax-Map District: 1000 . Section: _ Block: Lot: *BRIEF DESCRIPTION OF WORK(Please Print Clearly) - - n / .r ' f1 . el 1 __ e.. S i . ,. . A rCC;rg - . (Please Circle All That Apply) - . • *Is Job ready for inspection: te4 NO. ough) Final *Do-you need a Temp Certificate: - YES 1 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 - P2- 2gee. E 77l 82-Request for Inspection Form IV ( 25 U-° i, OE Scott A. Russell ,a�'��(''' f `��f ST(0)RMWA\TJER SUPERVISOR MANAGEMENT SOUTHOLD TOWN HALL-P.O.Box 1179 tp �` 53095 Main Road-SOUTHOLD,NEW YORK 11971 , 'Ll 0.1 ��'� Town of 1J o u th o l(�L CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: Yes No (CHECK ALL THAT APPLY) ❑DIA. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑12(B. Excavation or filling involving more than 200 cubic yards of material . within any parcel or any contiguous area. ON/C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑d D. Site preparation within 100 feet of wetlands, beach, bluff or coastal , erosion hazard area. ( ❑EfE. Site preparation within the one-hundred-year floodplain as depicted / on FIRM=M-ap- of any watercourse: Op F. 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 Department with your Building Permit Application. APPLICANT- (Property Owner,Design Professional,Agent Contractor,Other) S.C.T.M. 4: 1000 Date: 1%...'110 � � Dutnct NAME- U ''51 4 �NI t�^ IV a ' ' 1 H ' d0' is- . 'ma Sect ion ,..irk____ :<.,..< F R BUILDING DEPAR"1' ,I^ ` USE c)NL.Y "" Contact Information `r 1.31) 23S• 31-1 r Review-. _- - 4 Date. , Property Address / Location of Construction Work: 3910 er l t 4 . 1 'p Approved for processing Building Permit. Stormwater Management Control Plan Not Required CA_9-- KAWLS 14 : Stormwater Management Control Plan a Required. (Forward to Engineering Department for Review) FORM 4 SMCP-TOS MAY 2014 o IRCEOVIE APR 1 5 2016 BUILDING DEPT. TOWN OF SOUTHOLD 402So c.p, Uo.Q Uo-ce_i-s ( 2) 3 APR 1 5 2016 BUILDING DEPT. TOWN OF SOUTHOLD a (.<•••• CI C f : i 1Li 0 00 - 8-- 1-2.eo. 1 TOW SOUTHOLD PROPERTY RECORD CARD OWNER STREET 3 z.-0r—�--VILLAGE DIST.__--- -- r ^ - SUB. LOT EL 3h r w .- sp(I vot 4-c fid. *7 J-------- a sf Pa rirm -- ACR. r REttiAfiKS ilfQt_ Liz_ tio 5� einifk-e Fst+6 vJl3s TYPE OF BLD. ! Co Ifs Crcwfe y 7//riol - E;pe *-zr-K.S.-- N.evu b 0 ro PROP. CLASSs3 LI. RCS - ( e 'Z-1?) 111; )O1 BIS' 36741 -16,1,., , 0 LAND IMP. TOTAL ,e� j DATE -i)z J, '''� z 25 P. r �U�L J / I I - ( . : r+ Jit, 1__ 0 0 tOQ : ( 11 ,27/401 Eons 2- P-s 5 5 , 1 zt 2.(o Z.., ---- ---- E- f -_ tow "Moo 8330 V y 4'/am5 1 -- ( c2-.5 D,,4' 4 3 it(Li 3k* :-.S Diti— 5t) • 1 . m n 1 m N FRONTAGE ON WATER' TILLABLE m - - - --- --- - FRONTAGE ON ROAD w WOODLAND w N DEPTH ---� -- MEADOWLAND BULKHEAD HOUSE/LOT m -- ----- - I - 1 TOTAL „,..,.,..',,,,,i;:7,-::: £ Ra; v €"n.,,--5,a •5'•.st3 i r7'.. ; . t3 P '' 3. — MIL- Iry ., rtt x 1 # i.6 _,i m i t 4 t• ) 9 M f 5 c L.L.I Mill . t :• i. ' .. . . [. II —1: ' : . t\Aik.ICCr/O I. • �/ t — 3*i i CO tai w '- r - . . CD H I 4�W � � . Q1 J ' 2 . H 38-146 Sf02 t ... . . _ D f 1 r , , . , - _ . . M. Bldg. • Foundation ° Bath Dinette Extensionr9° F•� Basement @!i Kit. K 1Z Q 2 SLAB Floors Extension Ext. Walls ,, cr_� sq”"� Interior Finish L.A. 03 Extension Fire Place 71-c8 Heat D.R. OD _ `r' Patio I'-e_ Woodstove BR. Porch Lo IMDormer 4 1 • Fin. B. Deck \t 8s 75S. Sca 4 --- CV Breezeway t►" •r"� - L'?�l wel !ate N Rooms 1st Floor 1 m Garage • 7 t-7e1 2 'r ewaioo -7 r -, wimi.....14. 2.0. . \ Rooms 2nd Floor isi N Pool toCo q ` -72.-73 Zone S.C.T.M. NO. DISTRICT: 1000 SECTION: 38 BLOCK: 1 LOT(S):26 i t ' a 4 • • 4 ° e °Y °� ,• a doe • n - e d a ° ' e •, 4e. ° (PRIVATE ROAD #7);. , ° . . ° d • • / e• • .e oEDGE OF GRAVEL OADWAY4 o • °•r' ' e o° e °e ' a' . o -a ° �, U.P. U.P. 1 64°51 '10"E 120.00' . ' ' ' PIPE® •"ELECT-0 0.1'E ' METER 0.3'S i i` ` O a? 'o ' ' NI ti et z. VI Qo :o O o (. Ix - , .u, , O z w 2ce w Zw • ._ 0 N n I�1 • i z �' try ¢ IQ n — 4' CHAINLINK FENCE STOOP " .0 Z w Q x :64.4 . .19.9 F- x 1 W m 9 — i Q ¢ W w w 0 U 0] x U U V- :.1 1..2��.•STY FR M.::::.::,:.::.::,......:::: 0 Z w • :.:-.:,',?•:.:.::.:•:.:.:...-:.:.:•:•:-',•:,....y.:::•': DWELLING i,. ._ 20 N•i: . w W U •Z Z — w Z J i Z Z ::::::.:::::.:::::,::::,::::::::::::..::::::.../....:.:.:.. : : ..., , , 0 , n D O Q et Z S .......................,. Z z _ 6 • g¢ 35.8' ;.•,;.;.. ?:o: x > �¢ x 8 I' a m o o WOOD m N DECK 4.0' f"' p O .'16.3' 0 N 26.0' . . .. _ _ - o_ -- _V) kr3 ,n — •-:.:'ERIN.:...` 4 -I' CV x I N...::GARAGE' � N C dNO `--; 261.43' - 2.1'W N • tl 0.7'N 4' CHAINLINK FENCE 04N 121/17 g 6� p .., ._. 0.4 N x 120.109 + LAND N/F OF NORTHERN OYSTER COMPANY . THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. AREA: 13,328 S.F. or 0.31 ACRES ELEVATION DATUM: UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE'CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. , THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT ,THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS. EASEMENTS AND/OR SUBSURFACE STRUE'TU.RES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT'ON THE PREMISES AT THE TIME OF SURVEY SURVEY OF: DESCRIBED PROPERTY CERTIFIED TO: SHIPWAY, LLC; MAP OF: FIDELITY NATIONAL TITLE INSURANCE SERVICES LLC. FILED: SITUATED AT: EAST MARION _ TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design ,, .. P.O. Box 153 Aquebogue, New York 11931 , 4.,,,,Zif AAFILE 15-79 PHONE (631)298-1588 FAX (631) 298-1588 �{ SCALE: 1 "=20� DATE: JUNE 3, 2015 N.Y.S. L/SC. N0. 050882 maintaining the records of Robert J. Hennessy & Kenneth M. Woychuk efiji,d , RETAIN STORM WATER RUNOFF axM1~M�,-ex,,,r,r-t,rt, PURSUANT TO CHAPTER 236 ..A.s m ;,-;:;•,..„.,-1/2.;:... r ., 7r 7, .4-i; OF THE TOWN CODE" . G I- \ I- R A L \ 0 IF S _WIND FRAMING NOTES NAILING SCHEDULE PLAN CON I �N 15: ep 1).RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL ,t,777.01:71: i',3 .t r 1-1/4'x20 gauge strap shall be attached to each pat of rafters in accordance b table 3.4. NAIL NAIL BUILDING USE DWELLING ' When a color tie le used In leu of a ridge strap,the number d 10d carman nails required JOINT DESCRIPTION QTY. SPACING NOTES BUILDING HEIGHT DATE:_111V:4115_ F'.P.#,i d®t- o. in each end d the collar tie need not exceed the tabulated number d 8a Halla h the chap. - cE--4CONSTRUCTION NOTES: RAFTER TO 8'WALL:3-BdCOMMON EACH TOE-NAIL TOTAL SO FT. OF CONSTRUCTION �( 60 �Y TOP PLATE 10'WALL:4-8dCOMMON RAFTER PRESCRIPTIVE AS PER N Y.S. RESIDENTIAL CONSTRUCTION CODE AND ,� _,,, -..] :),_........e-......._51).The Intimation within this set d construction documents Is related to task design 2).RAFTER-TO-WALL ASSEMBLY:DECEW NG JOIST 8'WALL:3-8d COMMON EACH DESIGN CRITERIA :t,l;!+:i.vtk PARll'r ENT AT Intent andlramingdefala.Theyereintendedesaconatrheclorhald,notasu substitute tateralframingandahserwallconnectbnefarraRer,ceiingor6vsstobopplateshalibein TO TOP PLATE 10'WALL4-BdCOMMON JOIST TOE-NAIL1995 SBC HIGH WIND EDITION, WOOD FRAME CONSTRUCTION MANUAL ,, for genteelly accepted good buUng practice and complanc a with current New York accordance b table 3.3.When a rafter or truss do not fall In line with studs below,ratters J2 C/'.,� TO 4 PM FOR THE Statebuidingcodes.TheGeneralCaryactorisroapons6bforprovidingstandard or trusses shall be attached to the wall top plate and the wall top plate shall beattached to • CEILING JOIST TO AS PER TABLE 3.7 EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS, CROSS SECTION AND GENERAL NOTES R.�LLOW I N G ii N S P'DCT KC l.IC: construction details and procedures to ensure a professionely filched,structurally the to the wall stud with uplift corrections.Roofs overhanging the rake side cite building PARALLEL RAFTER WFCM-SBC LAP NAIL _ EXT. BALCONIES 60 ! T sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE DECKS . FOUNDATION - TWO RCG;;1iRED _ 40 FOR POURED CONCRETE 2).The General Contractor israsponsblefor ensuring that all work and cosbuctlon 3).WALL-TO-WALLASSEMBLY: OVERPARTfIION WFCM-SBC LAP NAIL ATTICS w/o STORAGE 10 '. ROUGH - FRAM '• & PL U M E5:•NG meets current federal,state,county and local codes,ordinances and regulations,etc. Wall studs above and studs below a floor level shall be attached with uplft axvneclons In COLLAR TIE AS PER TABLE 3.4 EACH FACE ATTICS w/ STORAGE 20 These codes ere to be considered as pari of the specifications for this building and accordance with table 3.3b.When wall studs above do not fall In line WI studs below,the TO RAFTER WFCM-SBC END NAIL - DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 45 INSULATION should be adhered to even if h variance wlh the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING EACH TOE (LIVE LOADS PS F) i. FINAL CONST] U;ION MUST ecca+dencewlthtable 3.3. TO RAFTER 2-BdCOMMON END NAIL ROOMS (OTHER THAN SLEEPING) 40 r COMPLETE C.C. RIM BOARD EACH END ROOMS E FOR3).Dimensions shall take precedent over scaled drawings. 4).WALL ASSEMBLY TO FOUNDATION: TO 2-18d COMMON END �41L - (SLEEPING) 30 ALL !r MEET (DO NOT SCALE DRAWINGS). STAIRS 40 C O N S T R U C T I O• S H LL MEET THE First wall studs shall be connected to the foundalon,sill plate,or bottom plate with uplift - REQUIREMENTS OF 1 HE CODES OF NEW 4).The engineer has not been engaged for supervision and assumes no connectors.Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: GAURDRAILS (ANY DIRECTION) 200 1= `r reaponsibilky for eonehucflon coordinating with these plana,nor rumponablky for foundation and slab-on-grade,15 Inches in masonry block foundations,or lapped under EXPOSURE C A T AGOR Y YORK STATE. NOT RESPONSIBLE FORNAIL NAIL construction means,methods,techniques,sequences,or procedures,or for safety the plate and nailed h accordance with table 3.3b.When steel straps are lapped under the JOINT DESCRIPTION NOTES DESIGN OR CONSTRUCTION ERRORS. precautonsand programa Inconnection with the work.There are nowarranties for a bottom plate,3inch square washes shall beused with the anchor bolts.Anchor bolt QTYSPACING NOTES PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION specific use expressed or implied in the use ofthese plans. sparing is to be spaced and sized in accordance to table 3.2a.In addI8on to spadng, TOP PLATE TO 2-16d COMMON PER FACE NAIL (ROOF - FOUNDATION) DETAIL PAGE & GENERAL NOTE PAGE anchor bolts are to be spaced between 6-12 inches from the end de sill plate and al TOP PLATE FOOT SEE NOTE 1 NAILING SCHEDULE SEE GENERAL NOTE PAGE 7,: l._ ;-.r••rIF S OF 5).Refer to the Window and Door schedule for exterior openings. comers. TOP PLATES AT 4-16a COMMON JOINTS FACE EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE * _tf ,_ r STAT..' ' ;,_ : & TOWN INTERSECTIONS FA SIDE NAIL N'_.4., Y3,-.t\ S I ,, , i OWN CODES 8).The General Contractor to ensure that masonry or pre abraded Replaces meets 5).TYPE I EXTERIOR SHEARWALL CONNECTIONS: FIRE PROTECTION -YM.: STUD TO 24" FACE SEE FLOOR PLANS or exceeds ASREQUIRED /1 i' P'n -( `,,; I- ds manufactures speons an manufacture's applicale codes. TTcommonypp tact with 8s earll nails Lbs at 6n mu the 16 mach wood structural panel on the exterior STUD 2-16d COMMON O.C. IL (SMOKE & CO2 DETECTORS) pa . edges and TRUSS DESIGN 7).The General Contractor is to consult with the owner for al built-in Items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7"o.c.at panel HEADER TO 16'O.C. FACE N/A - STANDARD STICK FRAME CONSTRUCTION U '' -- and 10"o.c.In the field shal be In accordance with the lengthspecified 16d COMMON ENERGY CALCULATIONS RESCHECK 3.5 RELEASE 1 ry I vp, ,, such as bookcases,shelving,pantry,closets,trims,etc. requirements HEADER ALONG EDGES NAIL In table 3.15a-b. TOP OR BOTTOM 2-16d COMMON PER 2x4 STUD END F,U,%+'-.tf, ,u,r �r`'V 7`' C-;BOARD 8).Wind load requirements shall be taken hto account dts6;g construction. 6).TYPE II EXTERIOR SHEARWALL CONNECTIONS: PLATE TO STUD 3-16d COMMON PER 2x6 STUD NAIL _ C `iLIS,E:S FOUNDATION NOTES: Type II exterior abeam/ells shall meet the requirements citable 3.15a-b times the appropriate BOTTOM PLATE TO: PER FACE NAIL "''"' length adjustment factors In table 3.16. FLOOR JOIST,BAND JOIST, 2-1$d COMMON FOOT SEE NOTE:1,2 1). The General Contractor Intel ofand Mason 800r(vi review plans, s,eltypical tions,details and notes b END JOIST OR BLOCKING - 7).INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: Allowable sidewall lengths provided In table 3.14 shal be pem tied to be Increased eased when NAIL NAIL interior ahearwals are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION 2).Al roofings to rest on undisturbed(virgin)soli.Assumed bearing 3000psf NOTES OCCUPANCY O 2.4.4.2 and 2.2.4 respectively. QTY. SPACING Y 3).concreteor masonrywale occui In exterior or unheated interior areas. 4-8d COMMON 8).CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL,TOP PLATE OR GIRDER _ JOIST _ NAIL GROUND WIND SEISMIC FROST WINTER ICESHIELD USE Header and/or girder connections shal be attached with uplift connections In accordance BRIDGING EACH TOE SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD IS UNLAWFUL 4).Arty new concrete walls being attached to existing concrete structure shall with table 3.5.Window ell plates shall be have steel connectors In accordance with table TO JOIST 2-8d COMMON END NAIL LOAD HAZARDS� (�}UT CERTIFICATE be Installed with#4 re-bar,18"long at 12"0.c..Use approved epoxy for installation. 3.5. ( (MPH) CATEGORY DEPTH TEMP. REQUIRED `�� C RTS FI CATS 5).Unless otherwise noted,al slabs on grade to be 2500 p.5.1..Concrete to be o l 2-Bd COMMON END NAIL 20 LBS. 120 B SEVERE 3 FT. MODERATE SLIGHT TO 11 YES (�#. OCCUPANCY 9).CATHEDRAL CEILING ASSEMBLY: TO HEAVY MODERATE O 1 poured on 4 inch thick sand or gravel fll with 8x8 wire nee,reinfo ring.Interior slabs a ridge Isbe used as a structural beam,the rafters shall either be notched and BLOCKING TO: 3-16d COMMON EACH TOE to be minimum 3-12 inch thick Wheretoarahored on top of the beam a slope connectors stat be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL 2 along the open ceiling part of the budding.Connections to the ridge and wall shall be be 8).Crawl spaces to be provided with a minimum 18'524"access opening.Install one attached with the above requirements. LEDGER STRIP 3_18d COMMON EACH FACE ROOF SHEATHING REQUIREMENTS_FOR WIND LOADS: 8x16 cast iron foundation vent for every 150 sq.ft.of area. TO BEAM JOIST NAIL NAIL SPACING NAIL SPACING AT INTERMEDIATE DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3-8d COMMON PER TOE SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES 7).Dwnpproof exterior of foundetlon with bituminous coshn°g as per section R406 of TO BEAM JOIST NAIL N.Y.S.Residential Construction Code.A 6-ml polyethylene rim shat be applied over 1).Unless otherwise noted,all framing materiel to be#1 ACQ pressure treated lumber. 4'PERIMETER EDGE ZONE 8d COMMON 8'O.C. 8d COMMON 8"O.C. SEE NOTES:1,3 BAND JOIST PER END the below grade portion of exterior walla prior to bsddling. All fasteners,hangers and anchors to be gaMnized or stainless steel. TO JOIST 3-16d COMMON JOIST NAIL INTERIOR ZONE 8d COMMON 6'O.C. 8d COMMON®12'O.C. SEE NOTES:1(BOTH FIELDS) 8).Drainage as per section R405 of N.Y.S.Residential Cor*-Zruction Code. 2).Girders for deck joists to be bolted to each post with washers and nuts. BAND JOIST TO: PER TOE NAIL - NOTE:2 FOR PANEL FIELD -* 2-16d COMMON GABLE E4DWALL RAKE AND RAKE TRUSS 8d COMMON®4'O.C. 8d COMMON 0 4"O.G. SEE NOTES:1,3 Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE:1 --. FRAMING NOTES into ate with a minimum 1/2"ala x T long anchor bolt with washers and nuts. ROOF SHEATHING: NOTES 1).Al framing techniques and methods as prescriptive design of 2001 SBC High Wind 3).Posts supporting girders shall be anchored to a 12"x12"x12'thick concrete footing. JOINT DESCRIPTION NAIL NAIL NOTES THESE NOT':S ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. Edition Wood Framing Construction Manual. Use a minimum 1/2"die x 7'long anchor bolt with washers and nuts.Footings Shal QTY. SPACING be 3 ft.below grade.Concrete piers to be used with al porches/decks with roofs or perguias. STRUCTURAL PANEL ed AS PER TABLE 3.8 1).For roof s ieathing within 4 feet of the perimeter edge of the roof,Inducing 4 feet on each side of the roof peak, framIng andstructural 2).Unless otherwise noted,al wood material to be#2+BTR. WFCM-SBC the 4 foot perimeter edge zone attachments required shall be used. Douglas Fir. 4).Deck joists to have blocking at 6'0 o.c.. CEILING SHEATHING: 3).Floors,wale,ceilings and rafters to be spaced at 18 Inches o.c unnoted 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49, Floors, Fl o 5).A minimum of 10 Inch lashing shall be installed between the building and ledger. JOINT DESCRIPTION NAIL NAIL NOTES For framing members with<0.42<G<0.49,the nal spacing shall be reduced to 6 Incas o.c. Ledger to be fastened to building with 1/2'alta.bolts with washers and nuts OW. SPACING 4).Unless otherwise noted,all bearing wall headers to be(2)2x10#2+ needed R.Doug.FY. whererBTGYPSUMT 0.C.EDGE 3).Tabulated 4 inch o.c.nail spacing assumes sheathing to rafter/truss framing members with G>0.49.For Bearing wall headers to have(2)jack studs and(2)full length studs on each side of al 6).Concrete piers ehal be a minimum 6"above grade. WALLBOARD 5d COOLERS 10'O.0 O.C.FIELD framing members with 0.42<G<0.49,the rail apedng natal be reduced to 3 Inches o.c. openings.LVL headers to have(3)jack studs and(2)full length studs on each side of WALL SHEATHING: openings.Beaming wall window ails shall also have(2)window s11 plates for 2x4 wal openings between 4'1 and 6'0 and 2x8 wall openings between 511 and 8'9.Provide fire tog t.AI Joists o supported wilt hangers and anchors.Each Joist sinal also be anchored JOINT DESCRIPTION NAIL NAIL NOTES andblocingwhereapplicable. QTY. SPACING WALL SHEATHING REQUIREMENTS FOR WIND LOADS: - 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL AS PER TABLE 3.9 5).Al flush beemslheadera to be installed with heavy duty gaMNzed hangers and 8d COMMON NAIL SPACING NAIL SPACING AT INTERMEDIATE PLUMBING NOTES /16" �'''0.C.FCM SHEATHIt:,,LOCAT1oN NOTES anchors where applicable b all connecting joists. AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 7/16"OSB 6d COMMON 3'O.C.EDGE SEE NOTES:1,3 1 BOTH FIELDS) 6).Double co floor joists under walls that run parallel to the floor Joist and under bathtubs. 1).Al water supply,drainage and venting to be Installed as per N.Y.S.Residential PLYWOOD 8'O.C.FIELD 4'EDGE ZONE 8d COMMON®6'O.C. ed COMMON 1T O.C. NOTE 2 FOR PANEL FIELD Floors to have ceramic tie Installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM T O.C.EDGE on s WALLBOARD 5d COOLERS 10'O.0.FiEL D INTERIOR ZONE 8d COMMON 0 8"O.C. 8d COMMON 012'O.C. SEE NOTE 3 2). 7).Provide blocking/bridging in floor joists at 8'0 o.c..Use sold blocking in floor joists Verify septic system with the Engineer for Suffolk County Health Department approval. FLOOR SHEATHING: NOTES under all bearing walls. 3).If will studs,plates or joists are cut out during Installation for any plumbing related work, JOINT DESCRIPTION NAIL NAIL NOTES THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. provide adequate bracing and plates to protect and secure the structure.Verify with the QTY. SPACING 8).Provide insulation baffles at save vents between rafters.Install draft blocking as state code end manufacture's recommendation for maximum hole atzo end spacing permitted. STRUCTURAL PANELS 6'O.C.EDGE 1).For wall sheathing within 4 feet of the corners,the 4 foot edge zone attachment requirements shall `'neede ' HVAC SYSTEM NOTES 1"OR LESS COMMON 12"O.C.FIELD be used. 9).Unless otherwise noted,al roots and walls to have a minimum 1/2'thick,4-ply Fir 1).Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES: 2 Tabulated CDX exterior sheathing grade plywood.Plywood to cover over plates and headers. uirements. ). or12 inch a nal with 0. assumes snag spacingshing attached b abed it ed to members ste with � G>0.49.For framing members with 0.42<G<,the nal shal be reduced to 6 Inches o.c. THESE NOTES ARE ONLY TO BE REFERRED TO IF 10}.Unless o8nerwbthick noted use 3/4' k T3G PTS Fir or Adventecn plywood aubfloor adhered with PL400 adhesive and screwed to floor joists.Finished floor to be Installed 2).HVAC subcontractor Is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. 3}.For exterior panel siding,gehinized box nails shall be permitted to be substituted for common rails. equipment suppler. over aubfloor as per manufacture's Instructions. ' c 1).Waling requirements are based on wall sheathing 11).All bathroom walls to have 1/2'thick moisture resistant aheetrodc.Garage wells and 3).HVAC subcontractor to provide final system layout drawing and submit It to the General naiad 6"on-center at the panel edge.If wall sheathing ceilings and over furnace to have 5/8'thick type-x sheehodk.Al other parts of building Contractor and owner for final review and apprtnral. Is seared 3ort- nailn the panelireedge to obtain higher to have rapier 1/2'sheetrock.All walls to be taped and finished. shearrs capacities,bnailing d or alternate atts for structural ELECTRICAL NOTES: men�erealheulbedoublea.oraltemateoonne�, �.�.�,�,�,.d", 12).All roof with a pitch less than 4:12 shat be Installed with an Ice&Water banter or 1).Al electrical to be Installed as per N.Y.S.Residential Construction Code. such as sheer plates,shall be used to maintain load path. ..• . ''-' • approved equal.Flat roofs shall be applied with a Fberglas base sheet with an EPDM `•"'�`�, YO il" 2).When wall sheathing is continuous over connected rnembers,the tabulated number of nails shell be permitted "71;tvirLc14'''titt:ii 0, � ,iatorch down type materiel over. 2).Al electrical varoric shall he approved by a qualiFied Urndervrriter. j.'C'13).All ail plates and wood in contact with concrete to be pressure treated.Sill plates to 3).Instal Smoke detectors and Carbon Monoxide detectors throughout as per section R317to be reducedtot-18d Hell per foot , `be installed with a foam sil gasket and cop-r-tax termite shield or approved equal. of N.Y.S.Residential Construction Code. �` >s-i '• \ D51��41\-“4:4*"1:'''':".-41.2::''''1"t.:' • P .�;a — WIND RESISTANT CONSTRUCTION CONNECTORS . DECK & PORCH CONSTRUCTION DETAILS 8c WIND LOAD R A TH CONNECTION DETAILS CONNECTLQN QCATION PART NUMBER NOTES 4x4 POST TO FOOTING ANCHOR PAU44 OR WE44 PAU44: USE w/ MIN. 1/2" DIA. x 7" ANCHOR Bg.T 6x6 POST TO FOOTING ANCHOR PAU66 OR WE66 pAU66: USE w/ MIN. 1/2" DIA, x 7" ANCHOR BOLT 4x4 POST TC GIRDER/HEADER pBS44 J PBSE44 / KC44 USE ONE TYPE FOR EACH POST 6x6 POST TC GIRDER/HEADER FBS66 / PBSE66 / KC66 NSE ONE TYPE FOR EACH POST , POST/COLUM - TO GIRDER/HEADER LSTA12 OR LSTA24 USE (2) FOR EACH POST/COLUMN 0°:41,,,, � `�� RAFTER 0 STAIR STRING :R CONNECTION TMU26 OR MPA1 .USE ON EACH STRINGERRAFTER/LOIS. TO HEADER TYDOWN RT15 USE FOR EACH RAFTER ,- ` RAFTER TO Lf ;GER BOARDTMU26 OR MPA1 USE ONTEACH CAN NOT BE 1 US ONLY RAFTS ►I -/ .. LEDGER 1011 ' V _ THEFOLLOMANGOR APPROVEDUSP METAL CONNECTORSFOR PROPER WIND RESISTANTCONSTRUCTION.F( LOW MANUFACTURE'S RECOMENDED INSTALLATIONINSTRUCTIONSTOACHIEVE MAxIMUMUPLIFTLOADCAPAgTI'.RIDGE �� ` NAILING SCHEDULE HEADE ROOF FRAMING: ril7e4.11%.,,,,....., � • ' ,, OINT oEscR+PrION NM_ I NALNOTES SPACING II \ R A F TE RAFTER TO 8'WALL:3-8d QTY. OMMONEACH TM-NAL ` TOP PLATE 10'WALL:4-ed COMMMON RAFTER ' CEILING JOIST 8'WALL:3-8d COMMON EACH TO TOP PLATE 10'WALL:4-8d COMMONJOISTTOE-fiWL . CEILING JOIST TO AS PER TABLE 3.7 EACH FACE TYPICAL RIDGE TO RAFTER STRAPPING RAFTER TO WALL CONNECTION ALTERNATIVE RAFTER TO HEADER CONNECTION PARALLEL RAFTER WFCM-s8C LAP NM. CUING JOIST LAPS AS PER TABLE 3.7 EACH FACE L OVER PARTITION WFCM-SBC LAP NAIL 00 'WI COLLAR TIE AS PER TABLE 3.4 EACH FACE a�+ 'WI RAFTER WFCM-S8C ENO NAIL a. STAIR TREAD4/ BLOCKS 2-ed COMMON H TOE VD GIRDER/HEADER �°RAFTER END NAIL }- POST— 0 RIM BOARD II ��_/ OI 2-lid COMMON EACH NAIL Z ' WALL FRAMING: P ST COLUM ' O SYRINGE' � 1.441F JaNT DESCRIPTION NAIL. s"ACING NOTES „_, 0/ I I PER /� Wri RIM/DECK J 01 T �,, 2-led COMMON FoalJOINTS FACE NAILFACE :: 43/ NTTEERSSEECTIIOANS 4-led COMMON EA.SIDE NM. t .2 GIRDER/HEADER TO POST/COLUMN CONNECTION STRINGER TO DECK/PORCH CONNECTION STUD TO 2-1Sd COMMON 24".0 FACE STUD O.C. NAIL HEADER TO 18d COMM 18"O.C. FACE Mill i HEADER ALONG EDGES NAIL V POST TO DECK/PORCH CONNECTION TOP OR BOTTOM 2-led COMMON PRDtSTUD END • PLATE TO STUD 3-led COMMON PEER 2x8SSTUD NAIL BOTTOM PLATE TO: PERfilL . FLOOR JOIST,BAND JOIST, 2-led COMMON FOOT FACE NAIL • A END JOIST OR BLOCKING • DECK JOIST F APIING: 1\.. _ j :E5 NAIL. SPACING GIRDER/HEADS � - i ME i! iiEACH TOE GIRDER/HEADE- 1 � ""�°" END NAIL Ca 0 1 ( J 01 S O ' '1/ BLOCKING T 2-ed COMMON- EACH TOE t� '1"' POST/COLUMN— o / TO JOIST END NAIL to POST/COLUM '• o e °OPG TE 3.1edCOMIMONBLOCK NAICCO LEDGER STRIP _ EACH FACE 43 / TO BEAM 3 18d(.bMNMROPI JOIST NAIL 00 • GIRDER/HEADE- iP O JOIST ON LEDGER PER- COMMONPER TOE TO BEAM JOIST NAIL NMI BAND I'll BAND JOIST PER END W I TO JOIST 3.184 COMMON JOIST NAIL BAND JOIST TO: 11 SILL OR TOP PLATE 2•led COMMONPER F T TOE NAIL . OOF SHEATHI G: GIRDER/HEADER TO POST/COLUMN CONNECTION GIRDER/HEADER TO POST„_COI„UMN CONNECTION ,JOIST TO GIRDER/HEAUR CONNECTION S NAIL NAIL QTY. SPACING NIMES AS PER TABLE 3.8 STRUCTURAL PANEL ed W FCM-88C DECK AND COVERED PORCH NOTES: 1).Unless awnings noted,all Tram g material b be pressure ACQ preawreeled lumber. AN Wieners,harpers and andw rs b be pelvInded or skinless Neel. II 11144N11 2).Orders for deck Joists b be bolted or anchored b each poet or pier with weeders and nuts. t' Girders on cornets piers shat be anchored alio proper steel coru.dors anchored GIRDER Into concrete with a minkn mh VT die x T long anchor bolt with welshers end nuts. I I)( 411%.1; 3).Post suppordnp°Mars shell be anchored io a 12-x12 x12. thick concrete fooling. 1Use a minimum 1/2-cls x 7"long endow bolt with washers sob nub.Footings Shell 110 P 0 S T 0be 3 R.below grade.Girders with tools shat have 12'die.concrete plea 3'bNow grade. WOOD J O I �® I 4).Deck Joists b hews blocidrp et 8'0 c.c.. • v ,`A. v 1S-/ GIRDER/HEAD ' ' '01114 I 5).A r to b f of n dodo ahth los rhe.lledbolt los Ito wa Ihs g and Ledger. CONCRETE PIE' :�- •; Ledger b be neatened b wNh,l2'dl..bdb wlllh wsshers and nhub12x12 x12 CONCRETE FOOT - , •- •A > • 1 III1 atlg'°.c. v`,`A.` v",`"v v°,`A. WOOD J O I S ' 0 11 8).Concrete piers shall be a minimum e"above grade. . . .' > i 7).AI Joists b be supported with hangers and anchors.Each Met chat aka be anchored • l A b girder(s). ", POST TO FOOTING CONNECTION 8).Covered Roofs shell be aseemdsd and anchored the awns manner M a typical building. . `A JOIST FRAMING FLUSH WITH GIRDER/HEADER CLIMATIC & GEOGRAPHIC DESIGN CRITERIA , GROUND WIND SEISMIC FROST WINTER ICESFMBD GIRDER TO CONCRETE PIER CONNECTION SNOW SPEED DESIGN WEATHERING UNE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD I LOAD (MPH) CATEGORY e DEPTH TEMP. REQUIRED 45 LBS. 120 B SEVERE 3 FT. MODERATE11 NOPE - M HEAVY PAG A[.t' I E ,� , ; :rt: ;L:::41:.;.:$4%,:,.. .„.. 04,1:3;:17.7:7 .' ____________________ ------ -- -• , — — CM LC1 . Ei • , . , >, k.) z u . - - CO s- 4- ) 4- ON 61 • ON C (NJ . w -0 - iCornCI . '-o o o) V _a v) al ii3 1 LC) LC) . _ 62410" ' . . .. , . i . L el? ! . C >. . . . Cn . Z In I • e- ei.2 e--5f.14.a 0.14 4) . ...._ ..._..._____ .......... .._ ......„. 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