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HomeMy WebLinkAbout39626-Z ''�SUFFOt,rCp4:),\ \ Town of Southold 11/2/2015 t'1.f• P.O.Box 1179 I0 53095 Main Rd **01 0, Southold,New York 11971 � CERTIFICATE OF OCCUPANCY No: 37880 Date: 11/2/2015 THIS CERTIFIES that the building DECK Location of Property: 450 Cedars Rd, Cutchogue SCTM#: 473889 Sec/Block/Lot: 109.-5-16.2 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 1/23/2015 pursuant to which Building Permit No. 39626 dated 3/31/2015 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: HANDICAP RAMP ADDITION AND DECK ADDITION TO AN EXISTING COMMERCIAL BUILDING AS APPLIED FOR The certificate is issued to Cedars Golf Club LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED 4 Au , o ed igna ure TOWN OF SOUTHOLD t `7ei7. BUILDING DEPARTMENT fo , V; # - TOWN CLERK'S OFFICE len SOUTHOLD, NY S• * „. 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#: 39626 Date: 3/31/2015 - Permission is hereby granted to: Cedars Golf Club LLC 54 Sutton PI Rockville Centre, NY 11570 To: construct a deck with ramp addition to an existing commercial building as applied for At premises located at: 450 Cedars Rd, Cutchogue SCTM # 473889 Sec/Block/Lot# 109.-5-16.2 Pursuant to application dated 1/23/2015 and approved by the Building Inspector. To expire on 9/29/2016. Fees: COMMERCIAL ADDITION/ALTERATION $326.80 CO -COMMERCIAL $50.00 Total: $376.80 Building Inspector n Form No.6 _5 7(K e-a TOWN OF SOUTHOLD r '� 1 BUILDING DEPARTMENT l0 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 $15.00 Date. /---1-10 . f(kfr New Construction: Old or Pre-existing Building: (check one) / Location of Property: ,g,- -5- � z, S cJ .A./K//57.A./K//57 > K//57 —2----- House No. Street / Hamlet /-9Owner or Owners of Property: / ��� -- L +�GG��, /S KGS ZZ..s— Suffolk County Tax Map No 1000, Section Block .5.-- Lot Z Subdivision / Filed Map._ —tee -- Permit No. -/(fl b Date of Permit. Applicant: Health Dept. Approval: it.//0+' Underwriters Approval: ,,cJ"✓t-- Planning Board Approval: r-///,'"4— / Request for: Temporary ertificate Final Certificate: (check one) Fee Submitted:$ .4111011_ II_ IHilli."—__. Applicant Signature yJ -1 L /41g SObTyolo�. .1?:)- -- II =�'Y�OUNiY,��'' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTI9N [ ] FOUNDATION 1ST [ LUMBING [ ] FOUNDATION 2ND [ ION [ ] FRAMING /STRAPPING [ AL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VI ATION [ ] CAULKING REMARKS: a,-t-A 70/4,J cJ/ r2,) 4c -tiL 4s ek.Z,ft - ( 4701-1,_ f rill DATE eLe INSPECTOR M r , , _ , DATE: October 15, 2015 l ri � P U IIJ1 41) 11 Nov 2 2015 CONSTRUCTION COMPLETION CERTIFICATION LU >- RtDG DEPT TOWN 0, ;OI_ITHOLD RE: Project: CEDARS GOLF CLUBco • Address: 305 CASES LANE 0 — ID CUTCHOGUE NY 11935 MI 01 r c OA A construction inspection has been completed during each phase of z construction and the deck and ramp were built as designed. I also certify C0 that the footings are as detailed in depth and location as noted by the X plans. cc coco I hereby certify that the works meet the Standards and Specifications and w ci are complete as per the design drawings. / , 411111.- "f..1---*i'..---"if A_..Am /0 Vo—V4.5 co COI Si.nature of Design Profe-sional Date: v 0 la LL rzt >z -I -A MUCD W S L L) 0 au m N- z TT CMS LU X _iin . F- SE=AL I FIELD IN'SPEC'QN REPORT DATE v . . _ COMMENTS . • � . . - wro . to • ' FOTINDATION(1ST) • 4)I ._ , 4. _ p► {.1 u FOUNDATION(SND) `t- • ROUGH FR4 MEN0& '• r ' . . . y U PLM:ONG . • . . P Z • • . . . . . . INSULATION PER N.Y. • • H STATE ENERGY CODE • . f'l _. . . 6-1)4 ;t' 9divx ✓. Jam_ 7 h% , .. 44,y ,. • df I / -rr 7.4-.;4/• / / (V Ffl AL v , . .4,-&:4 . . . Albit. ' c--' ibN bifoi $ENTS • n Co I;): ® piers 0104 s • w . , �z 00v-e_oki 44-.:.1 prw>0 w....adi czwykeleva.4.--,..4.4 a 5-17- 4etiW io . oNie--- . - c Lh, yvil5-- 1* , /Go 7,,,,_. i- 1 e 1 pilktA, .44_ -,,v,i.1-J2-c .-4,Lt. i . ., 1 i . ! • , . lb , fUci,,d coAI-7 ,64,60-1-, . . - ging,,,,,,,, 46.,„/,/tr , „ . . N ,,..‘-,),... . , . . . . . . . . .. „ , . .. . z,.4_,, ;i . • • • t4 TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? -- TO WN HALLBoard 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. 7 Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined 3 ,)(,20 �� Single&Separate Storm-Water Assessment Form , p Contact: 4i-1i �` S 1-1 Approved G3 ,��,20 S Mail to:/e, o ? v Disapproved a/c ,4z-ir-177,1-G/L- it.,V/GP�'". Phone: J?f --n,_(----7 �" Expiration I.N',20___&_ ,6:),J.I__ r.yF r r, [ l`J [ -, ` Building Inspector PPLICATION FOR BUILDING PERMIT L1. JAN 232015 --' /2_77 Date c , 20 7 5- Ri G SEPT INSTRUCTIONS TOWN Cf N;C''1OOLD ' - - --a:-Thi-s application MUST-be-c-dinpletely 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. (Signature of applicant or name,if a corporation) pee, Z%'o32%' 7 g �,�/ ,-_J) (Mailing address of applicant) //5 ‹e__ State whether applicant ' owner, le-see, agent, architect, engineer, general contractor, electrician, plumber or builder . Name of owner of premises Ar...,../ G!�, /4 -- (As on the fax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. l g 5' ' ' , Plumbers License No. . Electricians License No. - , Other Trade's License No. ' 1. Location of land on which proposed work will be done: . , _ .-,5 __,./1- -6.c �,u J K7— C 7GGGC c9 House Number Street ,, Ha let - County Tax Map No. 1000 Section l Bloc"ku ra zt'x ' ,,;:4 ^ Lot/' It Subdivision Filed Map No. i 2.r 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 ��� '- 3. Nature of work(check which applicable):New Building - Addition Alteration , , Repair Removal ` -, ' Demolition Other Work ,tee G--� . (Description) 4. Estimated Costa,® , Fee (To be paid on filing this application) _ ' 5. If dwelling, number of dwelling units er of dwelling units on each floor f, If garage, number of cars . 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. i .c/mss /C-//e9----7. Dimensions of existing structures, if any: Front �� 4Rear Depth Height • Number of Stories Dimensions of same structure with alterations or additions: Front /(//n— Rear Depth Height Number of Stories - 8. Dimensions of entire new construction: Front - , Rear Depth Height ft/ 4_ Number of Stories Art-,r,= �� it,,If 9. Size of lot: Front 7 Rear —7 - , ' • Depth ' (75 10. Date of Purchase C'-6 Z°/y Name of Former Owner (� �.43 r`---�� ze.r `ES 11. Zone or use district in which premises are situated' #(. ..--5 A /2 - . 12. Does proposed constructionviolate any zoning'law, ordinance or regulation?YES NO 13. Will lot be re-graded?YES NQ - : , i 1 excess,fll be.removed from premises?YES NO 14.Names of Owner of premises/4/AL/ : Address 4b 414-17 i7 Phone No.69., 1" 3 c` • Name of Archite.t .-s ,�! c ddress- . . : - . .• •:Phone No 63' r t,57)--1,. 7 Name of Contract.-*® vz 6-0%;,,,, - ' - ° dress •• : Phone No. • . i . 15 a. Is this property within 100 feet of'a tidal wetland or a freshwater wetland? *YES • • ,NO,,7 ,...-- . * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE RED. b. Is this property within 300 feet of a,tidal wetland?'* YES . NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale,-with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. .,---- 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE-A COPY. ' STATE OF NEW YORK) • SS: COUNTY OF ) - amu( tn// 12`''S ,being duly sworn, deposes and says that(s)he is the applicant (Na e of individual signing contract)above named, - (S)He is the 0(,-t/ 'es ______ (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 th1's , , - 77_,k day of�.J( [ A Off^\ 20 ) (i_.- 1,---,__e L5L4 Q ir\CONNIE D.BUNCH Notary Public Notary public,state of New y, :n: ure of Applicant No.01BU6185050 . - Qualified In Suffolk County , Commiaalon Expires April 14,Zia\c• { Scott A. Russell ,t Q =;f �TORMWA.TER SUPERVISOR �- MANA\(G]EI��/1 ]ENT SOUTHOLD TOWN HALL-P.O.Box 1179 , p ,L .. 53095 Main Road-SOUTHOLD,NEW YORK 11971 1 Ili./ ~ .t Town of So u th o l d !I// x CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET (TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: . (CHECK ALL THAT APPLY) a Yes No O A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑ B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. f ] _ ' e_pregao . lope i, b exceed 10 feet vertical rise Co 100 feet of horizontal distance. ® . Site preparation within 100 feet of wetlands, beach, bluff or coastal , erosion hazard area. , O E Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. 0 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. S.C.T.M. "S: 1000 D9te: APPLICANT: (Pxos ign Professional,Agent,Contractor,Other) District/ rNAME: "`" "///rf-t'� /0_� 1 /6.- /_Z"0� :r, a Section Block Lot '� �v' f/ "' Fonon BUiLI)JNG DEPART HENT USE ONLY r•u Contact Information- r --T= .fskfi✓r•vurnx:. Reviewed By. __.. Date: Property Address / Location of Construction Work, - - -_ - -- __ - ___ - ._",— ._ / Approved for processing B,ntiduig Permit -5.� __�S !� /,... —_-. ® Stormviatepr_Management Control Plan Not Required. Lc_,7 � n D- -- '( /(' '/ -L >tormwater vLr'.'ement Cortsol Plan b Regtitrut t�"v �,R tro`w.nt;ltoEnEtnrcr:ilgDepot,moot for Review; )-ORM t SW!'-EE, M^s Y 2017 ABOARD MEMBERS ,��'� - Southold Town Hall Leslie Kanes Weisman,Chairperson ,/' -4 $�UTyQ • 53095 Main Road•P.O.Box 1179 ' p !' ; Southold,NY 11971-0959 Eric Dantes i ; Office Location: Gerard P.Goehringer Town Annex/First Floor,Capital One Bank George Homing �� Q ?��� 54375 Main Road(at Youngs Avenue) Kenneth Schneider �' CQUNMV;...• Southold,NY 11971 REC LVED http://southoldtown.northfork.net ZONING BOARD OF APPEALS UN 3„12014 TOWN OF SOUTHOLD '" (4e,odig,* Tel.(631)765-1809•Fax(631)765-9064 Sou hold Town Clerk • FINDINGS,DELIBERATIONS AND DETERMINATION MEETING OF JUNE 5,2014 ZBA FILE No.: SE 6745 NAME OF APPLICANT: Cedars Golf Club,LLC PROPERTY LOCATION: 305 Cases Lane Ext.,Cutchogue,.NY SCTM# 1000-109-05-16.2 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions,without further steps under SEQRA. LWRP DETERMINATION: The relief, permit, or interpretation requested in this application is listed under the Minor Actions exempt list and is not subject to review under Chapter 268. PROPERTY FACTS/DESCRIPTION: Subject property consists of 46,175 sq. ft. and is located in the AC Zone District. It is improved with a one story building. It has 257.92 feet of frontage on Cases Lane Extension, 179.75 feet along the northern property line, 257.92 feet along the eastern property line and 179.75 feet on the southern property line as shown on the survey dated March 4, 2014 prepared by Barrett,Bonacci&VanWeele,PC. BASIS OF APPLICATION: Applicant request a Special Exception under Article III Section 280- 13B(7). The Applicant is the owner requesting authorization to continue the use of an existing golf club house in conjunction with the adjoining golf course. RELIEF REQUESTED: The applicant proposes to continue the use of the existing utility building and office/club room as accessory to the existing golf course. The applicant also proposes to enclose the attached existing 375 square foot concrete patio in order to create a room in which to set up an indoor golf training simulator.As shown on the architectural drawings prepared by BBV, Site Plan dated 3/4/2014 stamped by Martin Read,L.S., sheets A-1 and A-2 dated 3/11/2014. ADDITIONAL INFORMATION: A Planning Board Memorandum to the Zoning Board, dated April 22, 2014, stated that "The continuation and modest expansion of this business is consistent with the Town's Comprehensive Plan to ensure that existing businesses are supported by town policies." inc nn l_- -.Olt__ _7..1_ ._ _ __ c IP Page 2 of 3—lune 5,2014 ZBA#6745—Cedars Golf Club SCTM#1000-109-5-16.2 apartment inside the building, currently being occupied by an employee of the golf course. The floor plan of this part of the building was not submitted by the applicant. At the public hearing the applicant agreed to remove the apartment entirely from the building (kitchen, full bathroom and sleeping/living room space) and said he would ask the occupant to vacate the premises immediately. Also at the hearing,the adjacent property owner to the north asked the applicant if he could prevent patrons of the golf course from driving on/accessing her property. The applicant agreed to install a low fence or evergreen screening to create a barrier to prevent this from occurring. The proposed Golf Club use of this existing building, with the proposed addition, will be a continuation of the existing Golf Club use that was originally established in 1965. There was no evidence presented that the existing Golf Club use had prevented or may prevent the orderly or reasonable use of adjacent properties and/or properties in adjacent use districts. Therefore, the Board has concluded that,with the conditions imposed herein,the continued Golf Club use will not adversely affect adjacent properties and/or properties in adjacent use districts. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on May 1,2014,at which time written and oral evidence were presented. Based upon all testimony,documentation,personal inspection of the property and surrounding neighborhood,and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: The Board has reviewed the General Standards governing Special Exception uses set forth in Section 280-142 and finds: A. That the use will not prevent the orderly and reasonable use of adjacent properties or of properties in adjacent use districts.The subject building and golf course is split zoned in R40 and AC districts and the Town of Southold owns the development rights for all but the one acre reserved for the existing club house building.The applicant agreed to install a low fence or evergreen screening as an obstacle to prevent patrons of the golf course from driving on the adjacent residential property,as requested by that property owner. B. That the use will not prevent the orderly and reasonable use of permitted or legally established uses in the district wherein the requested use is located or of permitted or legally established uses in adjacent use districts. C. That the safety,the health,the welfare,the comfort,the convenience or the order of the town will not be adversely affected by the proposed use and its location. D. That the use will be in harmony with and promote the general purposes and intent of this chapter. E. That the use will be compatible with its surroundings and with the character of the neighborhood and of the community in general, particularly with regard to visibility, scale and overall appearance. F. That all proposed structures, equipment and material shall be readily accessible for fire r ' Page3 of3—June 5,2014 ZBA#6745—Cedars Golf Club SCTM#1000-109-5-16 2 G. That the proposal shall comply with the requirements of Chapter 236, Storm Water Management. BOARD RESOLUTION: In considering all of the above factors, motion was offered by Member Schneider,seconded by Member Weisman,Chairperson, and duly carried to GRANT,a Special Exception,as applied for,and shown on the Survey prepared by Martin A. Read,L.S.,dated 3/4/2014 and the architectural drawings by BBV, Sheets A-1 and A-2,dated 3/11/2014. SUBJECT TO THE FOLLOWING CONDITIONS: 1. The proposed addition to the clubhouse building cited herein requires a building permit. Therefore,as a condition of approval,the applicant must contact the Building Department to obtain a building permit and to ensure that all construction will be NYS Code compliant. 2. The existing apartment shall be completely removed from the clubhouse building(kitchen, full bathroom, and sleeping/living space), and no habitable space shall be permitted in association with the Special Exception Permit use granted herein. 3. Only one half bathroom shall be permitted in the clubhouse building. 4. The applicant shall install a low fence or evergreen screening to prevent golf course patrons from driving on or accessing the adjacent residential property to the north. 5. The applicant shall submit a complete final floor plan of the entire clubhouse building showing the total removal of the existing apartment and all interior spaces including the proposed addition. 6. The Board of Appeals shall conduct an interior inspection of the subject building prior to the issuance of a CO by the Building Department to insure the complete removal of the apartment from the clubhouse building. 7. Failure to remove the apartment completely from the clubhouse and failure to secure a new CO for the addition nullifies this Special Exception Permit. That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. NOTE: This Special Exception permit cannot be transferred to new owners Any violations of the conditions, occupancy or other requirements described herein, may require a public hearing before the Zoning Board of Appeals to review potential action to revoke the Special Exception permit as granted herein. Vote of the Board: Ayes: Members Weisman(Chairperson), Schneider, Horning, Goehringer, Dances. This Resolution was duly adopted(5-0). 4 _ t i Leslie Kanes Weisman, Chairperson Approved for filing Gj / 7 /2014 id 0 a ,G , _ 6_ TOWN ' OF SOUTHOLD PROPERTY RECORD . CARD 33 OWNER STREET '4cN ' VILLAGE.' DIST. SUB. LOT X65--r6a,RC/w6" :L- . ,�eCiaVs f r,, 7,.�Id 4,:� - f�2 ' , , ii., ,i/ FORMER OWNS N - "f`C�°� `� E . , `� ACR. I ,o _Oi2O I'7 %r((?/.// /i' 5 //C e `� t- '�/ b=1-... 7. 5' C B,1 c e`F-,-,1Zci � , . ,a0 \. O C. . � � � " _ TYPE OF BUILDING Ale Cd J e �` HrfSrd , �-t `"` ti htedii 'yea^J�,,:, = ��]dUi�►�,, �. RES. M SEAS. VL. FARM (60,.. CB. MISC. Mkt. Value �� , LAND IMP. TOTAL DATE REMARKS /2/ i/( 5 ,4' , ,ate f G(io. _,,12.0,be- SG7 02.77 /,-7a 4/ dy4 0 ,.(-1‘-o) //-2.476,r- tvwdy x?` /ch. ic,,, #...2."‘6yz. , )3,, (A/ a, ,,,,?,,, io,,,,,v44 .../5e,7,2461 4 / 3 a Lo 0 go.O J io f� L 2.3/fid` : , ISA,e '}; C.✓�'I- ".e`e, f f-e 6,.,. f, t/c C a J e Fri-1-tto�t'�a�a4 t 10 l f i (p ti! �p P . Q f� t /1 66 ‘ . d 6 1J ;'? �i1 ?? �qcj BP ~/?o PR eAn 6�f-. r 'ef1�, rA f G0%nc1o4J-id c/o6k A 0/16-06. )UU f�, 5� CO 4 100 / 2-C 6 f 7 3//s/9, Rev/awe:A Ai /nPnse,) a- a,/i�� /9 di(c . j (300 17(700 <-OOO ✓ q/ 3//l .ili/v3 2a tifG 1 1 AGE BUILDING CONDITION 4-'1(--lit (.,a, /,/-v e. NEW NORMAL BELOW ABOVE )---.„��/ G r ei FARM Acre Value Per Value -r0 S Acre ,..8Y//0/rl0 /2116 _J C 0gg3 -Spl/it” 5, -7:Q `es -d•C(Y15. ?GSed� gL1-_ Tillable 1 z 3/ 2 6 P-' \ 'G46{ OSI I�lP7'� f 27 ( . 4Cp 7K - 01 ba rea 7 &dK7idM) Tillable .-- 2 �i 7� �'S Q cj 3 6 . 51 -8P i / - 0 4 I „ m Tillable 3 Woodland Swampland FRONTAGE ON WATER - ( Z/2zo7 Brushland FRONTAGE ON ROAD 9 C Q A ,., ('' (s — J 4 , ''') 1• cd co 4 L'l G`b . � DEPTH �' f �" House Plot • 1- / 7 / •r 7 r '`, /� / BULKHEAD Total - DOCK 000.0.....,.- '• V Ice:. '.M-• t 'jcr,_y `'I :.5, ;.y!r`;4„ t$ '7rj�+^^ 'L +,ixY �:u K-,'..N.. r4. -"-_='-_ ..r"rt jr,,ln� ^yy' �j t.7 ejiis ;j4.' 4 COLOR '° ci.,�, -",r' ^1 •A�u -hr`.�:.,. �-•- t ;:.Jt.. 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'f = - — r Certifications indicated hereon signify that this plat of the property depicted hereon was made in accordance with the existing Code of Practice for Land Surveyors adopted by the New York State Association of Professional Land Surveyors This certification is only for the lands depicted hereon and is not certification of title,zoning or freedom of encumbrances. Said certifications shall run only to the persons and/or entities listed hereon and are not transferable to additional persons,entities or subsequent owners CO v Z � a ® _ ...1 _ - �� PATHWAY 0b cep Ass ROAD d ------r to J— _ — 100.00• _ 0 0 TAX LOT 14.39 N I PIPE -- 1.8 ND S 8005.30" E 179.75" -- - - X v 0 Ie'J`' W oy ���r'° 0� C)N aRt. 0 °S les, w �` rn o ® co NI \ I I� o° 0 '^ py PUTTING IN GREEN (p z O 9 y g APPROXIMATE 1 LOCATION OF DRYWELL 24.2' Lll LU W !,,,,i ►t\,'I / coo`t \\ , 1- Oc �_ Vii. l\� PROPOSED (s2 0 J O PAVEMENT =� O STAIRS DECK c& I x ..1Q d 0a04 ~ � I- 0)jc I CO LEACH "4 • 2 of 1Z o Iu POOL a�,° w LING Wets LU 79.5' 24 4' �' BELOW GRADE PUMP HOUSE PER 2 ° PRIOR SURVEY X41 L 1e F N O0 ., MCS) C) 15,0' 0 I, , 2500 GAL. (v' unSEP TIC TANK n I0 0, U 1� lq I NOTES m 1. LOT AREA= 46,175 S.F. 1 ' 2. REFERENCE DEED LIBER 5637 PAGE 277 & I 5 PJUNE ER 6URRVOE b BY PECONIC SURVEYORS, P.C., DATED 3. SUBSURFACE & ENVIRONMENTAL CONDITIONS WERE NOT EXAMINED OR CONSIDERED AS A PART OF _ REBAR THIS SURVEY. — — � s��/-1R•�d!ai•1111 FE _ FOUND 4.OTHERS. & DRYWELL LOCATIONS PROVIDED BY PIPE CURBCURB CHAIN LINK ENCE FOUND 1.4'N DRIVEWAY 2.6'N 0.6'S GATE FE y ❑ 1.0'S N 80°05.30" W I 179.759 IAA. SURVEY VIEW: SURVEY TAX LOT 14.47 © 2014 BBV PC The offsets or dimensions shown from structures to the property lines are for a specific purpose and use,and therefore,are not intended to guide in the erection of fences,retaining walls,pools,patios,planting areas,additions to buildings and any other construction. Subsurface and environmental conditions were not examined or considered as a part of this survey Easements,Rights-of-Way of record,if any,are not shown.Property corner monuments were not placed as a part of this survey BB1/,,7 Barrett Tax Map: DISTRICT 1000 SECTION 109 BLOCK 5 LOT 16.2 Bonacci & Map of: PROPERTY Unauthorized alteration or addition to this survey is o vio- Van Weele, PC lotion of sechoo 7209 of New York Stale Educolion law MapLot: -- MapBlock: -- ;A4 ®F IVE,:,—: k` . Civil Engineers �� ,�,-;,,� g 175A Commerce Drive '1.4..4....4% S!�-- O,p;�` Surveyors Hauppauge,NY 11788 � /'�z, i, �i� �\ T 631.435.1111 File Date: -- File No.: -- County: SUFFOLK (f! if �_, : ,• l r 1 / Planners F 631.435.1022 v "`� \� ,r f. www.bbvpc.com _ Situate: CUTCHOGUE,TOWN OF SOUTHOLD a 'tr. . / Title Number 93440 Date By Revision '4' N f;',Wi'k^ / Ci 01/09/2015 MAR ADD PROPOSED DECK p 9 Co iesoF:this3urve mo not beano the land CEDARS GOLF CLUB,LLC 06/05/2014 MAR PLOT LOCATION OF SANITARY STRUCTURES surveyor's embossed seal and signature shall not be considered to be a true and valid copy 03/20/2014 _MAR CERTIFICATION Surveyed by: R.G.B. Drafted by: -- Checked by: M.A.R. 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PROPOSED DECK 71 PROPOSED DECK 1 I I I ' 1 1 I I 12'X 16'DIMENTIONS =' _ _'-I— _ �-' - _ I 212x' X 6 GGA JOISTS L 1 5/4"X 6"LEADER DECK SERFAGE �'n 1 0t"`r RAILING d Tµ - - , T , 7 = -I = _'- 7- CEDAR RAIL 2 X 6 CEDAR CAP RAIL M d ='_ =I= = t 1 EXISTING � 1 I� I 1 4 X 4 CEDAR NEWLES LA GED INTO JOISITS G GUB HOUSE L 1 4 EXISTING BUILDING 2X2 CEDAR BALISTERS 4"OG � � I 1 1 L' nC\1 . , . 0 r—il Emnl con _ co j$�' J * /'� M 1 {� A Lti---4. \ 1-"`-'--� VD 2XSAGQJOISTS 16"OG - I 2 2 X 10 LEDGERt---4\ 11 . ' BULTED TO BOX(SEE DETAIL) 2 X 10 AGQ GIRDER 1 1 I 112"GALVANIZED 19"OG 112"GALVANIZED BOLTS AND / 2 X 6 TICO GALVANIZD JOIST MASHERS0 n HANGERS 6 X 6 AGQ SUPPORT POST I fI 1 RAILING FOOTING BELOW GRADE 2 X 6 CEDAR GAP RAIL 1 1 1=- . _- MIBELOW GRAD1ft X 42"ftO'NGRETE 1 • 4 X 4 CEDAR NENILES LAGED INTO JOISTS 2 X2 CEDAR BALISTERS 4"OG - °"I I 1 11 . I 1 I I _ I = - I I0 SEE RAILING DETAIL PAGE ONE _ 1 =i - j I Ii I I 1 V • EXISTING BUILDING H III I , =1=! �=,-11 . I 11 I- 1 1 ' .•'r, I I I 1 �I I i I -----' I Iii iii I � I- I I � iI •�I�• �®1 - _ - LAYOUT CONCRETE TRANSITION PAD 4 FTx4 FT o DESIGN DATES BLCONY _ I "'�� I 1Irmo 1/12/2010 ' 1-I--I - III h - I I - -I - I I I-) ,� t I I J hi I- : I-1 I I I III- I (- I' I I -III y i> 1 / I -- I - 1 � 111 I I II II I - 1I 1 - 11 1 1 II- - GROSS end 100 r ., , -- , , _ 1--I _ 3� x/4/201 �_ _ i • Deck Load s� House ,' liver' • illnkaansaill1P111111PIPIONFIIIIBIIIIBBIPIAIDPENS1111111•1111111111111111111111P111111MPIIMIIIIIIP111111~21111P11101111111111411•1•101111 _ -1killi ri>tiil�iuiilloW111-iiiiriliiilllniriiiiiliitallrliliialriltiilriIi ii*I iliiailid■■illilliiTilrllliffil iiiilfiAililumm • • , CID '°14. :4 ts% . . 0 , 0 P. ,141 , C • . • 0,t‘< --41 • Ccfyr koslsairrresi:or:rdp!hdreon s�nfyrhiots his cpif ccla1hoptorflr'rly,;drideocdr hcn n.acis er.rccvdmnrcacos.ricSeo c;de cweil gco,ieo.ni;seegoCiodoyftoceepolonr;ci o5r/ca ore;osicdScE'':d1 �eteeo �d+YooreErSoir0o :SrSaioeotnoooffdiofe_nSoS'topr,ersloas,eSnuT)s ,su1biiaqcurren.tt;cooviicenris. 6h k Q - ..........._..... 0 _____ TYPICAL DECK HOLD DOWN PfiIli WAY d Ge® FIOAD t..- I, z CEGn3 SHINGLE 0' $ • EXPO3Uf1E -�� 1l �T � :7...1 100.00• .•-'��- w; 1""1 31d•PINWOOD SHEATHING j '~ .l " 2X8 RX)F RAFTERS o ^ F3+ tGO,C, o TAX LOT 14.39 r�'•I . , _ • L) Fouun PIPF. ! ' 1-1/l.'t 33mm GALVANIZED c'1.0.44 __ S 80'05'30" E 179.75' i STEEL STRAP ANCHORED FASTNER SCHEN►. FOR STRUCT. MEMBERS BE II min3NDOF CEWAT !er • f1AF1fA3 ��_ I-------�--� W • i tAttTd1�A GC11ClftJTC Met • 2x0 OcOPPED GIRDER ,\ ac i 110440MT1Ca CP tU6.0884 0•l MW" Will,60r0.4 POMO Or PRSTtMOVI ^ o\\,\0 s�1, kt+t to til at II rtl7tte ft!_ _ 3.12 - 1/Z'G 's/ANiZEO w Id-..ru.-- -11111'el'141Mtr4tirm+e•44{)riri.t•osan % CARR'AGEBOLTS W• 1 / , rtrtmrFca ,WR row and su taw.tri .... O) Id 2 D 7lrrt v o Tip«wdt sictprlatnTnri Mal - S�+�ieenarli 7�,tt.treen4 )ldtei•1TiT - cQ N, �� (n p tcry f,r�P.ltd • y raCCN (p IN Jt' lipr'Ta vol \o • r.,,rm,c N O r [will cry 1R led na. (V iMjsperwpseak7.cla[sllrscrltsirr�s 7 std to m �� -\ /•.• `�' t a•rprains, tamma7.l-erkcan cdcxljirm,Ltretslet E••, J Lr•tataRe ! },fd ��-- _11_11 :Capt. 1111 \ T� ^ +�. pstc•r oTtus FT.�.ttisall )-iJ - • _ AYx 14 j'E}F�`;�D -- o' G / /� AYR jI PeW DP+lA4t)t 4,01 jNl /J'OL rJvT) ' / 1111-} • /� �_�•^/ \ 1�P Ftaa to it art=ell sxtravrs.fort tell . _ J-1011 -- i r , rot?spncNn.two;L=urn t:l•ria.:Ar las In'•.s•tctktin OA )® ( /� \ - APn,004AIC QQ,� LOCATIan cr .ns4 L.Scr.>••vr,coo. IW 1A'a..c arra rad .'-� C.. Ori,,,,.1. • • C4.rUl�s,o•ts;Yrrt .osr .. - j a to :0740z.: o \ror tnrorr hr.ar h ru rx too if _ - • �ilultnr+1wo•aa3t1m1`a it -- - ,.d _ 1.1/4.133mm GALVANIZED P� v " •- U •• rl�+4gtpp4 t c.1Nc4 'At111�-''•' ,.t • , • 1•191+gF.L,.a,wns( .Ir STEEt1 t p CREW AT ,o°' rz•~ QECI< e: �, t,� PROPOSED MTH [L 1Ua+rMC u S J - t'trios u dal raa nu rt.);Art 111.1 2+1 1111- J01S13fJIJ OF EACH DECK I O� r'Avt•'Err1 >-O ''../ '/ o K o4' r:1 0 . STALKS 7tatlYLf'y - .101STi a , Ir.?p i !Q O 1•el•frail.itssxlllatay6c:44A 2pckzrV. 1 c� Iti p�rQ w° �' iTalleial 114 00 1•CI-Sr,tat11tf 4D!@t'1 bPa1t•.AN per 2.1� �' 112_, 31. --..12,,=.` `:'�f"5: f- '_m2 01 ostia 1 t - COr.<,arr,,c Q 4 0 ' , COD n r..... 'b„nla,k•strslrl+asm•o�lc.vtr�lbt,un 2+0 -_ .�I I-, cO3MATEDDECK ^�',4 Pool 1 tCorOct 1Y/ e FRAMNG BEYOND ArltIrs\ 0•' 'Zr BtPtgptmxrte 161 , b'♦S / 4!d ' 'Z''.. : 4� t( _ 7:7.�'___ Ci test er�t l:>?tr tw til wt 1 �d ��-- --.- �,-�_.� ?a.4' .u. <, DELOSV GRADE i 11•n�c f t T, (y2'1r41VA1iIZED I ! PUMP HOUSE PER I1!.-1:-1 t:: : At9ttyrtrdt1tx11wnt,�+rxftlmtsTYlvrt i tat r11,�,..1.3v•sat4rrtodr , , CARRAGE DOLTS . y Q PmoR �:oRVEY , lM r ore{wry, <10 o 2 2x1?TREATED ` n 7 -- . __ 1111..__ 4-tld AI•sasbrrd! 0)2x1) Q DECK GIRDER 0f: WO S«tnArlt m rt/at6t1]ty a JO t•lxtf •.\ r - 41 id r t o o . . tte4rT '- P-airrtrssankr*,ltte: i Sall SCo CAL. O ADJ'J>TAEiLE POST©ASE NJCFi3R SII.IPSON OR COMP. /`scEpr,c Tnr:< 1• 1 � 1 trne4atwCsrewse 'i+lxeitteea sib EMEIEJDED INTO WET q' J (� 0 • { !qt•tt1 Ed rrnirra rod 040YY,, xTu► IP F ttl Cr ;ThE I'E UP TO THE BOTTOM .1 sl amim•+N 0 0r i'. w , i Cr i STANDOUT BASE `111111:1 CO .0 �-1111..., .. • • ' : ' 14 I • !. . ! 0 Iur'11i4 1.74 ewawsettus4deRm,ct _ lI t .. • jtr: , ty Fit Z a << =; GALV,INIZED COMMON NAILS NOTES 1-4 VD a , �' TOATfnGN 1. LOT AREA.. 40,175 S.F. waist .• 1. 1 2. REFERENCE DEED LIBER 5537 PAGE 277 d emc roPaat soricrOBEDECK FOOTING, 1 • t• PRIOR 26U SURVEY BY PECONIC SURVEYORS, P,C., DATED srrFotaa tttailt<el Of !trs+e••►t+ a w+r.rr+..r 3'-0•EELOW GRADE MiN. o•nlr lolrnc.tsl•1' WERE NOT EXAMINED OR CONSIDERED AS A PART OF 1 Io 1 _�� 3. SUBSURFACE do ENVIRONMENTAL CONDITIONS p t.�rrsl...i del Itnt roorww la nods pit((4iok CO., / � 6 ' ' 0 RE9AR I,r.{es..laf rarxaxe.decglttt>tt,1'Ti1.e� hetratsar.lails4e,cC cthrrl r'. THIS SURVEY. }y1•nitat roatlq mil bt 114 rouNo PI Yr - •rsas.rse od+trplt it p.,l'hktil •! ! 1 r_ 1�1 !rs--'s_uts?_=�� 0.T5 4. SANITARY E: ORYI' LL LOCnT10NS PROVIDED BY pn 7. _ z OTHERS. trlr3r+loc?tJakCbaUaot P4 plctretr(KteglTvarbO t FOU o /``� '•-t•' nmvEwAY 2 ri ac•s Cr1/IN Or,✓, 1,0'5 r\ f Cvirfr LVrttl c�'fF �CNCC �� 010eP•Ty ttterrotratKnit IFtr.1/0•►stT s r 'r 1 s cnrErc `\` 't';pin/42.4 r°ccT•rr t: N SO'05 30 W I 179.75 0 , • 'h on/we 61co'trvae4aR9•51.*elm.ta.d, \, A t No :utsrt TAX LOT 14.47 c1 2014 BDV{C • 11h1•*�1rlt+et+e+�tYi*W.ti v,:vr: SU31TY • • r IT:•!rh'r.ta ocaral c The • oll;us a dam_ns;ors oho.r•(rm sou:rorcs to,ho properry Cres arc Ir,,o spec;l•c purpose and use,and d,crdc,e,ore trot in'cndcd to guide in`,a errd;on of bonces,re'otn'.ng wolts,'pcots;patios,psn I'Irc3 arcus,addi e s to bvlld gs and ony y 1hPastntlaSt al tem..euL[t12r rrtVLIMON&410 1 ! o'her ron4,src';On Svbsudocr.ane!enironmen!ol conditions were trot efordccd or considered as o pe,t of'Lis SUP. Eor_men,i,fl311's•cl Wry al n.ccrd,ii cry,are not sho•nir.Property cc; monun e s were rot p'oced os 0 pant oh this sumoy. _ VII Senn l tyt!•iC1rr.Z}1R M M @ • ••••••"rowi im.owcw.salowic. cloar-r....gi t - Tax Mop: DISTRICT 1000 SECTION 109 FLOCKS LOT 16.2 /At wlo4 64.1trixamttr1c•stftarsro•st0 a 11 �•"" ti Barrett T.h-1 Uov'atr,e*OnlldcsendttD 0 - 12 J t•f, Bonaeci & P Idou!s2 donor ciN=_ rorhotaIsr vp'cnlv.•r I t 104 rrsrscar•.lor ', Mo of PROPERTY th:..hai.do'.arv;uaurefitcstoNtr..clisosb 1 tri r4 e 12 • • r PC :,. -.�. _., Van Weele orlt. A , •; ' Ma lot: Ma Block: - •r'•it r1�'' DESIGN DATES Tom 7hf• ta.ttAbu+zaii•- ;RA. trr.rMis•ti. P P ;', <<�Srv• -•.'• ,;-• _. Civil • En ineers 175nCern•ncrcaDds'•:' v;,t,5 • 'r- •/uaLtrA,444F4.1 aesxtl14 bfdrO It • tnn01.a'•1i rt/.f., .,....:.\1...k, / .. roat•.pn+srl.r.r.rrssl.Krbalkr ..eso.Wa.bTlv'an3Ju4" flour nu c.iS!117130 tc•, - - r�r •�•wwyy..I..ta rar+wfrrersltt.rtwwilnFer•r.w•aae.w.�lltaa'caa4c�.r.,r.n+ou.twntiasrrs>1ata+mm,rra�o Ip a t- =; s Qtt W.tl retheeollr..•1/alritiHidr.IPost++t4:+e•..er+0ur*item Surveyors s 631.•13s.1111 File Dale:-- File No.:• Counry: SUFFOLiC /v:A.< ,• i,.�! • itss1.er110pia••hw►i44Otton'Arttet.iAO/wa 0/4114usv Planners t 631.•135.1022 �j . 4.waaortrtaateaYMan ar4tx11./411c:srdataeccYS"LIR or%sn41ixfinaertrwa Situate:CUTCHOGUE TOWN OFSOUTHOLD `'' ,{, 'r c r��r 1/1 2/20 15 �ri+rhtiL7.1•lve>sr4A+tl�'a-Jwttes.eilr.rlbr•{tRd•er*icsrt, •s;r�,•�.. �OLU�� 3/15/2015 Q g {}j� J�' 1i11e • Number 93El0 Dalc Uy Rcvis°n °.:,,*- ;i.r ._,: tJf 15/2 1. 1.14%,..•Jl;tt,•rscoetlrciaSrtk1'titrrJts6t13kMad4a111 On N7). :.;:.:s'`•:.:•h•+•;•.r: E 1111 ft**ta4•t t•a•r!a! dl t t tteh a p�c{2 Co trod 198 affil Mxal fstbdtsi tli*tN tM�fH l twa,aaf Amor;• /I.U`.1".:o':••. 1'w.'f"Il"'r%oPoo s"f•*W3,fora4+trr"+.Pk Yew*.rL1+4Sa 1•r•«.pu 1f A•t••p 1n3!►s1 Corvirr+• o1/os/toss r'AR AOD PfiOPOSEO pEC1C Ccp:cool',, ) vr/rrap trot bearing'F.c iced 4jK^Va`>+ F'a+''+"%'ls"4MPtln�lartss,uthR.0 ateQeoa�t,rss�=aarsd�lltibpMt►e/.+trtsenrarYa�t/Crfa scnuyor'ne'rlrosi^.d:±•olcrd r.',3ra'oresha.lnot r 44wickL1rnEct*414.341st"C'derr00cY�Miar,tti1.+•'44pang me( r''t#wicsarteaartarRrl,n14Sr•a14ban or Paw Itr CEDARS GOLF CLUB,LLC 06/05/2014 ALAR PLOT LOCATIOti OF SANITARY STPD^iURE.S b0 eonsldcred Io bn o Iroc onJ wild copy 1111 tretrtts a•tite�atlrmtrds•44c^r4 cd pew err.rlk wltad'd de tt7xgytL•,14►N may. 03/2o/zOi•1 LIAR CERTIFICATION A O')•enAndi•r4Jl Lotti rt v ASTM C r4 gni gild be:ouch!h rs..dnw M W iA I-Nan l b�hoi tial wdrt4 Li ASTV C2111 `Utarhiatcrutnnoratoratl•{P�Ara ins•a'p�alcouTFC+rb��o 4tnowla.Yh+r}ar)tototr rfitbArtbw"^01 Stnycdby: R.G.B. Molted by: •- Chrckedby h1.n.R• proleelNo.: A1400b3 •vf et-yid-iv pondK>rirtYkspiriAtr4..eii,crexiM2War{rtnt•Iart a un.tows friort".ffrdotst+alrfClott «by10"040 Dote: MARCH 4, _ Scute: 1"= 30' '�, ti� +:•7',1.)!:, i;•' • Fop bJa wan t...ne rrr On,r• s/owl Urro rwiuc'pc et,rftrrlea•or►4ecvtmt.lrW ftsw r4 writ-p rno%RaL tor 7givY9 lT hTK •. . • • FASTNER SCHEDULE FOR GYPSUM BOARD SCALE . THICKNESS YtAX>�i[Ibi OF GYPSUM ORFNTATION OF SPACED OF SPACING OF • • BOARD AFftLJCA170F1 G`1PSUMBOARD FRAMING FASTENERSt (INCHES) TC1 FRAMING MEI.(g (NCHES) 1/4" 11 . • (WC1iES O.C.) NAILS SCREWS • • - CEILING EITHER DE1REC71ON 16 7 _ • 12 „4 , 1/2" CEILING PERPENDICULAR 24 7 12 OF Nt- : WALL• ErDIER DIRECTION 24 8 12 �Z�� `d r f • WALL EITHER DIRECTION 16 8 16 ". ,iii ;. %.;�, ' 13AGF, ",,,st,.c --. CEILING Er11-IFR DEIRECTION 16 7 12 5/8" CEILING PERPENDICULAR 24 7 12 t . _ ti • Ire WAIL EITHER DIRECTION 24 8 12 I _,. ' 1# WALL EITHER DIRECTION 16 8 . • . 16 • • C �\ 2 ., . . , R ,_,.,,,,.. ,.......,.........„ - NAILING SCHEDULE . Building Category iI, Exposure B • 140 MPH Peak Gust Wind Zone BUILDING ELEMENTS FASTENER SPACING ' • Joist to sill or girder,toe nail 3-8d �, Sole plate to joist or blocking, face nail 16d 16-o.c. �r°��/�tr, �'9 • Exterior walls shall be capable of withstanding those horizontal loads, acting either inward or out ward. The entire roof Top or sole plate to stud,end nail 2-16d '��.�i ° of all structures shall be designed to withstand loads acting outward normal to the roof surface equal to 1 .25 times the Stud to sole plate,toe nail 3-8d or 2-16d horizontal loads specified for the average height of the roof. Furthermore, roofs with slopesgreater than 30 degrees Double studs,face nail lOd 24-o.c. 4 t3/4... 0p g g p 9 Double top plates,face nail 10d 24-o.c. General Notes: (6.93 in 12) shall be designed to withstand pressures acting inward on the windward surface of the roof equal to the Sole plate to joist or blocking at braced wall panels 3-16d 16-o.c. 1. Outdoor environments are generally more corrosive to steel.If you choose to use ZMAX®or HDG finish or stainless steel material on an outdoor project,you should periodically inspect your connectors for the average height of the roof. Finally, overhanging eaves, cornices, and roofs of Double top plates,minimum 48-inch offset ofified hori zontal and fasteners or have a professional inspection performed.Regular maintenance,including water-proofing of the wood used in your outdoor project is also a good practice. specified pressureend joints,face nail in lapped area 8-16d 2. Coatings partially open structures shall be able to resist upward forces equal to twice the specified hori zontal loads. Blocking between joists or rafters to top plate,toe nail 3-8d 2.1. which Galvanized(G cation oz.of zinc per square foot of surface area.(hot-dip galvanized per ASTM A653 total both sides).These products require hot-dip galvanized fasteners(fasteners which meet the specifications of ASTM A153). - Rim joist to top plate,toe nail 8d 6-o.c. 2.2. HDG-Hot Dip Galvanized:Products are hot-dip galvanized after fabrication(14 ga.and thicker).The coating weight increases with material thickness.The minimum specified coating weight is 2.0 Building Category II, Exposure B - 140 MPH Peak Gust Wind Zone Top plates,laps at corners and intersections,face nail 2-10d 41211 11 oz.per square foot.(per ASTM A123 total both sides).These products require hot-dip galvanized fasteners(fasteners which meet the specifications of ASTM A153). Built-up header,two pieces with 1 /2-spacer 16d 16-o.c. each 2.3. SS-Stainless Steel:Connectors are manufactured from Type 316L stainless steel,and provide greater durability against corrosion.Stainless-steel nails are required with stainless-steel products, edge F4 and are available from Simpson Strong-lie. Building Field Design Perimeter Design Corner Design Ceiling joists to plate,toe nail 3-8d 3. When using stainless steel connectors,use stainless steel fasteners. When applications allow the use of ZMAX/HDG galvanized connectors,use HDG fasteners that meet the specifications of ASTM Height,ft. Load, psf Load, psf Load, psf Continuous header to stud,toe nail 4-8d A153 or equivalent coating offered on Simpson Strong-Tie fasteners. 0- 15 35.7 60,0 90.2 Ceiling joist, laps over partitions, face nail 3-10d 4. Due to many variables involved with outdoor construction,Simpson Strong-Tie cannot provide estimates on service life of connectors,anchors or fasteners. Ceiling joist to parallel rafters, face nail 3-1Od 5. To obtain optimal performance from Simpson Strong Tie products,the products must be installed properly and used in accordance with the installation instructions and design limits provided by Simpson 20 -35.7 -60.0 -90.2 Rafter to plate,toe nail 2-16delir4 4 Strong Tie. 6. All installation notes and guidelines within the current Wood Construction Connectors catalog shall apply for the connectors,anchors,and fasteners shown. 25 -35.7 60.0 90.2 lx brace to each stud and plate,face nail 2-8d 7. Simpson Strong-Tie reserves the right to change the specifications,design and models shown without notice or liability for such changes. 30 -35.7 -60.0 -90.2 Built-up corner studs 10d 24-o.c. P 9 8. Simpson Strong-Tie does not guarantee the performance or safety of products that are modified,improperly installed or not used in accordance with the design. Roof rafters to ridge,valley or hip rafters: 9. M references to bolts or machine bolts(MB)are structural quality through bolts(not lag screws or carriage bolts)equal to or better than ASTM A307,grade A.Bolt holes shall be at least a minimum 1/32" toe nail 4-16d and no more than a maximum of 1/16"larger than the bolt diameter per 2005 NDS Section 11.1.2. face nail 3-16d 10.Unless noted otherwise,all references to standard cut washers refer to Type A plain washers(W)conforming to the dimensions shown in ASME B18.22.1 for the apprapriat:rod sizes. Rafter ties cto rafters,face 3-8d • 11.Unless stated otherwise,Simpson Strong-Tie cannot and does not make any representation regarding the suitability of use or load-carrying capacities of connectors installeo with improper fasteners. TABLE 1609.1.2 WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS',b,c,d FASTENER:SPACING (inches) FASTENER TYPE 4 feet < Panel 6 feet < Panel Wood structural panels,subfloor,roof and wall sheathing to framing , D01 General Notes Panel Span <_ 4 feet Span < 6 feet Span < 8 feet SDS Screw 8 wood-screw-based anchor with 2-inch embedment fastener edges intermediate SD Screw SD Screw SD Screw SD Screw /;x various 16 10 8 16d 10d #10x2% #9x2% ad #10x11% #9x1% lengths / length 5/16- 1/2 6d common nail(subfloor, wall) 6 12 Common Common 16dx2% 1-11,Common ■. 10dx1% -132" 8dx1'% / T len 10-wood-screw-based anchor with 2-inch embedment 16 12 9 8d common nail(roof) 6 12 9 T - _ < A i. length 19/32- 1 8d common nail 6 12 % 1/4 inch diameter lag-screw-based anchor with 2-inch i • 16 16 16 1 1/8 - 1 1/4 1Od common nail or V. t embedment length I. • y Round Holes °bound Holes Hexagonal Holes Triangular Holes Diamond Holes 8d deformed nail 6 12 �„� l I � "� Purposeaofasten a Purpose:to Purposeaofasten a Purposeaoinaeasea Purposeaotempomriyfasten 1 �., ;: connector. fastening aconnecorina connecortoconcrete conneclnrsstrength orto a connector to make instaring For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm, 1 pound = 4.448 N, 1 mile per hour = 0.447 m/s. 11 y :� Flllrequtrements: fghtloplbneasier. or masonry. achleveMaxstrengtlr. easter. h tl r always fill,unless noted Fill requirements: Fin requirements: Fillrequirements:when Fill requirements:nene. a. This table is based on 140 mph wind speeds and a 45-foot mean roof height. cellulosic fiberbd rT� 1'/,-d- a ; 14 x'11 otherwise. always always steninfill when the desinerspecifies sheathing1 1 /2 galv.roofingnail 3 6 4-114 T, r-i b. Fasteners shall be installed at opposing ends of the wood structural panel. Fasteners shall be located a iminimum of 1 inch from the edge of the panel. ^ ►-,ti „ • - fastening connectorMax nal ng. c. Anchors shallpenetrate through the exterior wall coveringwith an embedment of 2 inches minimum into the buildin frame. Fasteners shall be I HJ • i •i y I 0.1611" •0.148" 0.131" 0.131" to concrete or masonry. 9 length9 4 :y; I ; orated a minimum of 21/2 inches from the edge of concrete block or concrete. ' I ; r �- -- �lil® d. Where panels are attached to masonry or masonry/stucco, they shall be attached using vibration-resistant anchors having a minimum ultimate withdrawal a.All nails are smooth-common,box or deformed shanks except where otherwise stated. IQ 2%--- ) �j tit = capacity of 1,500 pounds. _ .,«I b.Nails shall be spaced at not more than 6 inches on center at all supports where spans are 48IIi inches or greater. � t `, 0.161• y0.162' 0.131" 0.131" i,. -�-�I T� 3� ► -0 c.Four-foot-by-8-foot or 4-foot-by-9-foot panels shall be applied vertically. -. I'•�••ll i Speed Prongs Dome Nailing Double Shear edNailingin 0.148' 025' Used to temporarily This feature guides The The nail is instated in the joist 3% ..c=V o- position and secure the nail into the g ist and and header,distributing the load Pilot Holes connector for easter and header ata45°angle. through two paints on each joist Tooling holes far g cae) i 0.162" faster installation. nail for greater strength. manufacturing III Fastener Notes: purposes.Na 1.The specified quantity,type and size of fastener must be Installed In the correct holes on the connector to achieve published loads. fasteners required. l Incorrect fastener selection or installation can compromise connector performance and could lead to failure. i ernocoatin .SeetechnicalbulletinT-NAILGUIDEformoreInformation. 1. Common or box nails may be used except where otherwise stated. 2.Naildamel assumesg Fastening Identification - with our connectors.3.The Simpson Strong-Drive® sWcturekannector screw Is the only screw approved for use m o 4.NAIL reference In tables:l6d=16d common,lOd=10d common 2. Nails spaced at 6 inches (152 mm) on center at edges, 12 inches (305 mm) at intermediate supports except 6 inches (152 mm) at all supports where spans are 48 inches (1219 mm) or more. For nailing of wood 1 D02 Fasteners structural panel and particleboard diaphragms and shear walls, refer to Section 2314.3. Nails for wall y - sheathing may be common,box or casing. l Installation: Installation: •beamatio nolo nelson 3. Common or deformed shank. •Install Simpson Stronrevs, hieTie SDS ° hw �.���_ beam:drive nails at an w, Y"x 2'wood screws,which are . 1 angle Through the beam Nhimmal A H provided with the column base, e° y;, Into the post below. • W2- 1. 3'Min. with a 'hex head driver.(Lag % •BC:Do not ins sill bolts Into 4. Common. ti Sidecover screws will mot achieve the same mipplot holes, ,..... load.) ��, t -.1„.1.1-/ Ars' .Nlowcencretetocurebefore ° I ��ii 5. Deformed shank. f�6 Installallonofthepost • �,//� NIJ •For full loads,a minimum of 3' T ical side cover snag be provided. (BC Similar) Typical BCS 6. Corrosion-resistant siding and casing nails conforming to the requirements of Section 2325.1. • • yypp Typical CBSQ Installation Installationar)(BC 7. Fasteners spaced 3 inches (76 mm) on center at exterior edges and 6 inches (152 mm) on center at 1 Post Dimensions(in.) Number of -Dimensions(in.) Fasteners intermediate supports. • 4 Model No. Size YY1 YY2 D H SDS Screws Model No. Nails SD Screws 1� D CBSQ44-SDS2HDG 4x4 3 9/16 31/2 7 1/8 8 3/8 14-SDS'/4"x2" w1 W2 L1 U HI H2 - - Beam Post �. Installation`_ 8. Corrosion-resistant roofingnails with 7/16"-diameter-head (11 mm) and 1 1/2-inch (38 mm) length for 1/2- 0 0 . D CBSQ46-SDS2HDG 4x6 3 9/16 55/16 713116 811/16 14-SDS'/."x2" Flange Flange Beam Flange Post Flange 9 cc, to terrosa'sand4zs Installation: •LUS hangers slallwlNdnablesnearnailing. •For Hation:allations,r". inch (13 mm) sheathing and 1 3/4-inch (44 mm) for 25/32-inch (20 mm) sheathing conforming to the D BC4Z 3 9/16 3 9116 2 7/8 2 7/8 3 3 6-16d 6-16d 6•SD#10x1% 6-SD#10x1'/: �' .for Installations into sin'e 2x headers or . round holes.To echleve maw,. D CSSQ6S SDS2HDG 6x6 5 112 5112 6 718 8 314 14-SDS'/,"x2" g' ctin 0 tit, ledgers,use the s red full length Fasteners . I round and triangle holes(fastener qu, requirements of Section 2325.1. D BC6Z 5112 512 4 3/B 4 3 8 3 3/8 3 3 8 12-16d 12-16d •71 11 . il: 9 9beth holes). into the joist and the follow n faslene intoI°• CBSQ86 SDS2HDG 6x8 7 112 5 318 6 1/8 $11116 12-SDS''/4"X2" D g�2-y4Z 3118 3 9116 2 7!8 2 716 215116 215HL! 8"Oct 610d B-SD#9x2'% 6 SD#6x2% t 9 " 1 •nor installations into single 2x headers or ledge s, riaril 141.) 1 ' the header for reduced loads in accordance -CBSQ88 SDS2HDG 8X8 7 1/2 73/8 6 1/8 $11/16 12-SDS''/4"X2" p BCS2-3/6Z 4518 5 9/16 43/8 2718 35116 215116 12-16d 61fid I 4c C H clowlthwwwstrongtie.com: usethespeclfiedfu111engthtastenehu5derheJolst - 9. Corrosion-resistant staples with 7/16 inch (11 mm) crown and 1 1/8-inch (29 mm) length for 1/2-inch (13P NI • andthefollowingfastenersIntotheheader for N„i• •• hejoist nails for installations nwth Nails °1.DInd!catesconnectorIsavailableInstainlesssteel.ReplaceSDS2HDGinmodel 1.D indicates connector is available instarnlesssteel.Replace2inmodelnumber �I •• 10dxl%nils oUS2a2andsUS210Z redo edloadsInaccordancewith mm) sheathingand 1 1/2-inch (38 mm) length for 25/32-inch (20 mm) sheathing conforming to the • number with SS when ordering. with SS when ordering. °, /0 I �` w,vwad los sIn a 2.RefertoarentV✓oodConstric!ionCornedorsgtalogforadd,tonallnfortnaGon. 2,ReferlocurrentWoodConstruct'onConnectorscatalogforadditionalinformation. 7 /' l nstallationswthSDSaews ,��11 •. 10dx1%nails foriesallationswithNads re(�ryluirements of Section 2325.1.`_ i •• SD#10x1%:forLUS26-2Z and `i D10 CBSQ Post Bases D11 BC, BCS Post Caps i LUS210-ZZ installations •• SD#9x1%:for thSD6Z and ScrewsUC2?OZ jt F' '1'4:e-V.:7:-----/B LUCK TypicalHUClnstallation installations vrmsDsaews 0 r••••41 LUS Typical LUS28Z LUC Similar 10. Panel su orts at 16 inches (406 mm) [20 inches (508 mm) if strength axis in the long direction of the • Installation: Installation •miiterlln• palrs. • ly !ill% Installation: stoners ( ) Fasteners panel, unlespotherwise marked]. Casing or finish nails spaced 6 inches (152 mm) on panel edges, 12 inches u • •IPt1 •For Led comer r conSong on • O w L Fa [mansions m (305 mm) at intermediate supports. en CIO 1 f� L ,110 refer efer tocomerwndie.co O • / f °• 1 •Forendcendition, Dimensions(in.) ( .) • Nails SD Screws i • � l��� ret'erto wwwstrong8e.cem O l '� specify EPC Model No. Nails SD Screws Model No. lip. '_ li'i , foirmore infomation 1111---. �� •Ufaseallls specified W H B Header Joist Header Joist N 1 H B Header Joist Header Joist rill � / / �` �` /4 4-10d 4-10d - - D LL!C26Z 11116 4 3/4 13/4 6-10d 4-10dx1'/2 6-SD#9x2%: 4-SD#9x1'/2 0 L4%41 C° 1 T ical •Use all pecibolLs 2sz 1 6116 a3ra 13 11. Panel supports at 24 inches (610 mm). Casing or finish nails spaced 6 inches (152 mm) on panel edges, 12 ll� }�,�Bidiiii VD W �� ' L h EPC into pilot holes. D LUSr: k I°" ® l Installation D LUS28Z 1 9116 6518 13/4 6-10d 4-10d 6-SD#9x2'/z 4-SD D LUC210Z 1 1/16 73/4 1314 10-10d 6-10dx1% 10•SD#9x2% 6-SD 119x1% inches (305 mm) at intermediate edges.. I• _ w ��. - AC LPCZ D LUS210Z 1 9/16 713116 1 3/4 8-10d 4-10d 8-SD#9 "/2 4-SD#9x2'/z HUC26-2Z 31/8 5 3/8 l 21/2 12-16d 6 10d D HUC28-2Z 31/8 7 21/2 14-16d 6.10d i ITEM PC D LUS26-2Z 31/8 4 7/8 2 4-16d 4-16d 4-SD#10x2'/= 4-SD#10x2% Installation 0 i Dimensions(in.) Fasteners D LUS210-2Z 31/8 9 2 8-16d 6-16d 8-SD#10x2''/z 6-SD#10x2%z D HUC210-2Z 31/8 813116 21/2 18-16d 10-10d 1.D indicates connector is available in stainless steel.Replace 2 in model number 1.D Indicates co:•r2u,;L_:suable In stainless steel.Replace Z In model number with SS when crda:Ti. gl Ia Model No. Nails SD Screws with fe when ordering. catalogt• Dimensions(in.) Fasteners 2.Refer to current Wood Construction Connectors catalog for additional information. 2.Refer to rent 41x10onsL rchon Connectors for add oval in!ormahon. I • D Beam Post Beam Post D04 LUC HUC Joist Hangers 0f Model Post Nails SD Screws I � , • AC4Z 3 9/16 61/2 14-16d 14-16d 14-SD 14-SD#10x1'/2 No. Size D03- 1 US. Joist_Han_aers D W1 W2 L1 L2 L3 Beam Beam _ Post Post i% •sInstallation:oable;rid rreGmeon i} • AC6Z 5 1/2 8112 14-16d 14-16d 14-SD#10x1'/2 14-SD#10x1%2 PC EPC PC EPC 15 .Joist must be cot aired against l LPC4Z 3 9116 3 1/2 8-10d 8-10d 8-SD#9x1'/: 8-SD#9x1'/z PC44-162 4x4 3 9/16 3 9/16 2 5/8 11 7 5/16 8-16d 12-16.1 '8.16d 8-SD 12-SD 8-SD 011111---1111.1' ,' • , In (for example, LIeriruneecing)when 1 # f Pal • #10x1/: #10x1/z #10x1/2 11 r / ' 'r. t� ;• 6 • li' . using a singe LSerronneegon. it ``,1 /4 N 6 rail D LPC6Z 5 9!16 5 1/2 8.10d 8-10d - _ PC46-16Z 4x6 3 9/16 512 2 5/8 13 91/4 8-16d 12-16d 8-16d - - - f/• \ LCE4Z - 5 318 14-16d 10-16d 14-SD#10x1% 10-SD#10x1% PC66-162 6x6 51/2 51/2 4 9/16 13 91/4 8-16d 12-16d 8-16d - - - _ 4I- rail • 1.D Indicates connector is available In stainless steel.Replace Z in model number 1.Refer to anent Wood Construct on Connectors cats/ for add tionst inforrnaJon. III�I de II* 2required } 1 } P -� �\ � A,lusanl• Spindles ' DESIGN DATES 111•` wit'hSSwFenordering. ,vma rot35 t 2.Refer to current Wood Construction Connectors catalog for additional information., TyandcH2 5Z l C' x, H2.5Z - t ' ,�s•,a o^.rime • o"\ 1 1 I ! nil r�� over �� Inches D12 AC, LPC, LCE Post Caps D13 PC, EPC Post Caps• Installation '° seed LSoz P. /' , '_ -� 1/12/2015 p p 1 �% Installation _ - ; - --�-- t 1 ' I {�r��ir��i 11 -I i��clltr�, Installation: � � 216 i �' r�r ) •Use all specified fasteners. H1Z - °°• LS LS Top View Iron] ti ur I ii't.'iL`- r N JJ 1 J 1� • t ` ,' i � tUL hoard i o,-., 1 7102 0 £ UYII I: I l Li. Installation: • •For end conditions,specify ECM n, w • ")n• i'-L 'vp Fasteners j e• - I ' I I ! • • ••Install Simpson Strong-lie SDSY'x r Model Nails SD Screws HBZ e' -- Sa ! y- 3/25/2015 -5(4x6 Iloori o i i ,, • • • 2 2'screws,which are provided with i I ' �\\m ' o l(f, No To Joist To Beam To Joist To Beam /.% Model No. L 14, Fasteners / i thecelumnce cap, hex head6-10d - I --- t , P e ✓ . driver.SDS screws install best with a ✓' ECC 0• r`���/ ' ' ' LS3OZ 3 3r'8 `� - • ' low speedy`drill. 0 r lli H1 Z 6-8dx1/2 4-8dx1/2 6-SD#9x1% 4-SD#9x1/z } 11 ° D LS5OZ 4'/3 8-10d l'14°'•-- } , •Beam depth must be a minimum T. CC 9 - H2.5Z 5-8dx1'/ 5-8dx1'% 5-SD#9x1%2 5-SD#9x1%2 °° aSCEll�� 0 0 Typical CC + + 5SD#9x1'/2 5SD#9x1'/2 I'W LS7OZ 6319 1010d 1'-ti1 tI�II1LL CCQ ECCQ h Installation H8Z 5 10dx1/2 5-10dx1/z W, Installation: 1. indicates connector is available in stainless steel.Replace Z in model number 1.D indicates%radar is available in stainless steel.Replace Z in model number 1 •For end conditions,specifyECC with SS when ordering. with SS when oaring a 4 x 4 p1}s` 2.Refer to a..Nom Cons,action Connsdors caGnlo^for add lions/info maton. 2.Refer to current Wood Construction Connectors catalog for addit.onal information. » �' t�`tv );.,.• 1/4" } Dimensions m, , , •Bolt hales shall be a minimumyi to a maximumYe larger than the bolt diameter. I 1/4rr I 1 ) N2W SDS s •ContactengineeredwoodmanufacturersforconnectionslhatarenotthoughUe D06 LS Framing Angles � �- looter r�`� .,�:� fi' 45 Model• 1 No. L7 D16 H Hurricane Ties ,:,.).• ���\ \ke� Beam 2'L:"Screws wide face. Width Wil w2 H •Beam depth must be at least as tall as H1. i CCQ ECCQ Beam Post ! Typical CCQ 1,",--(4',..., ,- ' yP Dimensions(in.) Machine Bolts ! r; Installation T• • D CCQ3-6HDG 31/8 31/4 51/2 11 8112 7 16 14 Beam � ex Mode!No. L Beam �y dd demi jj pp �.( D CCQ44HDG 4x 3 5!8 3 5/8 11 8112 7 16 14 Width Wil W2 Ht Dia. Post Post L 4g 4?(t�I t w CC ECC CC ECC ` vn �� . • PAGE 1 D CCQ46HDG 4x 35/8 51/2 11 81/2 7 16 14 !� c4' D CC31/4�HDG 3118 31/4 3 518 11 7112 6112 5/8 4 2 2 ! k--) O• 132 A A 41 " I p CCQ48HDC 4x 3 5!8 7112 11 81/2 7 16 14 D CC3-1/46HDG 31/8 31/4 51/2 11 71/2 61/2 5/8 4 2 2 1`� ,pQF ' �• • D CCo66HDG 6x 51/2 51/2 11 ' 81/2 7 16 14 D • CC44HDG 4x 3518 35!8 7 5112 - 5/8 2 1 2 NOTE: The top of the ndr I cold be ass:r�,��'�i-' CCQ68HDG 6x 5112 7112 11 8112 7 16 14 D CC66HDG 6x 51/2 51/2 11 7112 61/2 5/8 1 1 2 2 mounted between 34 and 38 inches above 1.D Indicates connector Is available in stainless steel.Replace HOG in model number 1.D Indicates connector is available in stainless steel.Replace HDG in model 2.Refer SS when g. number with SSwllenordering. ramp surfaces. 2.Refer to cu rent Wood Construction Connectors catalog for additional information. 2.Refer to current Woed ConsWduon Connectors catalog for additional information. _- _D_1_41CCQ, ECCQ-Post Caps _ _-_ D15 CC, ECC Post Caps . I ,.' .:4't�Ts�s+F..@'l=oll - .. -':1 a i.•,. ha :Y :' ,- ._ - .- , -- -. --- ------ .-__._ .. - - - . .