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HomeMy WebLinkAbout40197-Z �SUFFot;r. TOWN OF SOUTHOLD BUILDING DEPARTMENT y x TOWN CLERK'S OFFICE SOUTHOLD, NY y�ol �o. 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#: 40197 Date: 10/26/2015 Permission is hereby granted to: PJH Realty Corp 48-11 37th St Long-Island City, NY '11101 TO' ALTERATION TO AN EXISTING BARN:AS APPLIED FOR. REPLACES EXPIRED B.P.#37768 At premises located-at: �/ 29525 Route 25, Orient Y D t-0 SCTM#473889 Sec/Block/Lot# 11-2-7.14 Pursuant to application dated 10/26/2015 and approved by the Building Inspector. To expire on 4/26/2017. Fees: PERMIT RENEWAL $75.00 Total: $75.00 Building Inspector �SUFFot�.c TOWN OF SOUTHOLD BUILDING DEPARTMENT y TOWN CLERK'S OFFICE SOUTHOLD, NY 1 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#: 37768 Date: 1/22/2013 Permission is hereby granted to: PJH REALTY CORP. 4811 37th STREET LONG ISLAND CITY, NY 11101-1903 To: ALTERATION TO AN EXISTING BARN AS APPLIED FOR. REPLACES EXPIRED B.P. # 35541 WE WILL NEED AMENDED PLANS AND FINAL HEALTH DEPT. At premises located at: 29525 MAIN ROAD ORIENT SCTM # 473889 Sec/Block/Lot# 13.-2-7.14 Pursuant to application dated 4/23/2010 and approved by the Building Inspector. To expire on 7/22/2014. Fees: PERMIT RENEWAL $150.00 CO -ALTERATION TO DWELLING $50.00 Total: $200.00 Building Inspector FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town' Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 35541 Z Date MAY 10, 2010 Permission is hereby granted to: PJH REALTY CORP 29525 MAIN RD ORIENT,NY 11957 for ALTERATION TO AN EXISTING BARN AS APPLIED FOR at premises located at 29525 MAIN RD ORIENT County Tax Map No. 473889 Section 013 Block 0002 Lot No_ 007.. 014 pursuant to application dated APRIL 23, 2010 and approved by the Building Inspector to expire on NOVEMBER 10, 2011. Fee $ 150 . 00 Aut orized Signature ORIGINAL Rev. 5/8/02 pF SOUlyo`o TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 4NSPECTION [ FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: ro 1. DATE INSPECTOR 1 1 0 • 1 r. r l 1. -- • r 1t rl INSULATION STATE ENERGY rl t ADDiTibNAL COMNMNTS rfi • Ali i TOWN OF SOUTH C LD, F i � . C BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTM Do you have or need the following,before apt)I yii ig' TOWN HALL Board'ofHealth SOUTHOLD,NY 11! APR 3 .2010' k; 4'sets of Building Plans TEL: (631) 765-1802 Planning Board approval__ FAX: (631) 765-9502 ' Survey '. i , ....... ,131LDG.DEPE Southolffown.NorthFork.net NVVN PERM NO. Check Septic Form NN N.Y.S.D.E.C. Trustees Flood Permit Examined ­120 Storm-Water Assessment Form Contact: Approved 20_ Mailto: ASI ENS bF:,61(jt,1 Disapproved a/c Phod'e:1 Expiration 20 Building Inspector APPLICATION FOR BUILDING PERMIT 'Date' 22 20 /0 UC INSTR TIO'N' S* ' 1", a. This application MUST.be completely:filled ed in.by typewriter or in'ihk,'and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale.Fee according to schedule. b. Plot plan showing lo6af!0, n of lot and of'buildings on prernisd',.relationship to public streets or s P. premises or areas, and waterways. c. The work covered by this application may not beb6mmenced before, of Building Permit. d.Up o n...approval of this applicatib'n','the.B'uilding-Insp'ect6i'wi-11 issue I .a I Building Permit I to the applicant. Such a permit shall be kept on the premises available.for.t w inspection throughout theork. e. No building—shat'll be occupied or or in 'part for any purpose what so ever until the Building Inspector issues a Certificate.of Occupancy. i f. Every permit shall expire t6 work°a"th� rized hdshot'c 0li ry u 0 1.commenced within'12 montfis'after the date of issuance or has,not been completed within 18'nion"ths Pi6rn'such date; If no`zonmg.,amendments or other regulations affecting the property have been enacted in thelinterim;tfie Building Inspect6r may authorize, in'writing, the'6ktensiofi of the pen-nit for an addition six morith`s'*.There'after;,'a*new.per'm'lCshAll.be require&.1 APPLICATION IS HEREBY MADE.to the Building.Department for the issuance of a Building Permit pursuant tot 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,,add tions,,or alterations-qr:for,removal or,demolition as,hereinj described. The applicant agrees to comply with all,applicable laws,ordinances,building,�coqp,housing code, and regulations-and to admit authorized inspectors on premises and in building for necessary.-insppctions. v;f 1 j. Sig ture of applicant or name, if a corporation) IN LLC, Rox (67r SOV111 O�6, NY I I`r7 (Mailing address of apip icant) State whether applicant is owner, lessee, agent,'architect ehgineer','­" genera contractor, electrician,"plumber or builder ke"T Name of owner of premises __�ZfAL-ty- CL)". If is rporation, sign (As on the tax roll or I'atest deed) (N e and title of corporate officer) Builders License No. License No. Electricians License No: NA id Other Trade's License No. 1. Location of land on which proposed work will be done: 296Z,S' MR IN 9OA4 (PIN Z­T) House Number Street Hamlet County Tax Map No. 1000.,Section �3..BIO*. Lot Subdivision Filed Map No. Lot 2. State existinguse and occupancy - pancy of premises and in and occupancy of prc used construction: a. Existing,use�and occupancyA6 kj CUL b. Intended use and occupancy (L1 uLTV _ _ 3. Nature of work(check.which a,iipplicable):'New Building -' addition 13 Alteration Repair X Removal',, Demolition x Other Work ATe: l-) •4. Estimated Cost 6b'p O0 Fee (Description) (To be paid on filing this application) 5. If dwelling, number of dwelling'units ' N R Number of dwelling units on each floor_ A If garage, number of cars,:, - eNpI 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front /0� $` Rear Height 2?=2" Nu - /D$!8" Depth 98 (.,3/Y' Number of Stories I Dimensions of same structure with alterations or additions: Front ! o$-S p Rear /o$-S), Depth L/$'-toVy Height : 29. 24 r„ , Number of Stories 1 8. .Dimensions of entire new construction: Front_ `.oQ.�S Rear / 0 S�8" Depth �o P7 r Height 27 Z��Y icy tlur H4T- Number of Storie,s / 9. Size of_lot:.Fron S3 .Rear, S2 - . t'' U 8 ,`/� ,! i, Depth: , • 6D. 3(03,. ..? I,. ` "J•. i',f ':l,1:71(L;nV. ;:) i .'.1:,;:r ;j1 i),> • 10: Date of Purchase,' 2 00 Q • Name of F6rmer Owner,'; •ZI MME�t-' , FRp.MS 11. Zone or use district in which premises are situated-, -,A Q. CiJ�T.UR- f.l ' '1 .r,r :Ifc .,tl!(yl, _ ..r • :.,;. . , i,t[(!1i1` ei 1.fr.G. 'I. ?% ,; ,� ( ,i').., 'C, {ii!!•,i i: .Ill, .7 {„ i.., 1 .,'1 12. Does proposed construction violate any zoning law,'ordinanceorregulation?,YES NO 13. Will lot be re-graded? YES NO _Will excess fill be removed Zym premises? YES NO 14. Names of,Owner,of remises Co K?; "' ` - p. 4 Address.l.TG, NY. I l ldl, Phone No.LR l7-gi91- 568'7 Name of Architect FAST F44 besmm' A&S= FLU Address P•o.-b"i JOS'SoMot-bPhone No '63I-y33-701�1( ;Name.of.Contractor, ­-L -,0 'Address ;i,�ii?tz {{ "Phone No.,:, ), ' J.i. ,1 .?`Il!: ( ;':l,J{I ;f: ,- i'+ i:i•: 14)•j •:J"�%i'i -'(1; _ .it !r i; �) lii' .! !:' e , ? 15 a. Is this property:within 100•feet of a'tidal wetland or a freshwater:wetland? *YES ' X i NO * IF YES,'.SOUTHOL'D TOWN.TRUSTEES-&DE.0 PERMIT S'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, witl`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 1( * IF YES, PROVIDER COPY. STATE OF NEW YORK) SS: COUNTY OF u oLyK- J S - Q KF�L � being duly'sworn;deposes and says that (s)he is the applicant (Name of individual signing contract) above named, CONNIE D.BUNCH (S)He is the Notary Public'State of New York No.0lbU6185050 (Contractor, Agent, Corporate Officer, etc.)._ Commission Expires April 14, 0 , r Df said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; :hat all statements contained in this application are true.to the best of his knowledge and belief;,and-that the,work will be .)erformed in the manner set forth in the application filed therewith. Sworn to before me thi _ day of 20 _ Notary Public - gnature of Applicant ut . ) Town of Southold Erosion Sedimentation & Storm-water Run- off ASSESSMENT FORM PROPERTY LOCATION: S.C.T.M.f{: a M. THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A STORM-WATER,GRADING,DRAINAGE AND EROSION CONTROL PLAN District action Block Lot I CERTIFIED BY A DESIGN PROFESSIONAL IN THE STATE OF NEW YORK. —————————————————— Item Number: (NOTE: A Check Mark(4)for each Question is Required fora Complete Application) Yes No — I Will this Project Retain All Storm-Water Run-Off Generated by a Two(2")Inch Rainfall.on Site? Ar (This item will include all run-off created by site clearing and/or construction activities as well as all Site (, El Improvements and the permanent creation of impervious surfaces.)' 2 Does the Site Plan and/or Survey Show All Proposed Drainage Structures Indicating Size&Location? This Item shall include all Proposed Grade Changes and Slopes Controlling Surface WaterFlowl 3 Will this Project Require any Land Filling,Grading or Excavation where there is a change to the Natural Existing Grade Involving more than 200 Cubic Yards of Material within any Parcel? 4 Will this Application Require Land Disturbing Activities Encompassing an Area in Excess of Five Thousand(5,000)Square Feet of Ground Surface? F 5 Is there a Natural Water Course Running through the Site? ❑ `, Is this Project within the Trustees jurisdiction or within One Hundred(100)feet of a Wetland or Beach?' -ZC 6 Will there be Site preparation on Existing Grade Slopes which Exceed Fifteen(15)feet of Vertical Rise to One Hundred(100')of Horizontal Distance? 7 Will Driveways,Parking Areas or other Impervious Surfaces be Sloped(o Direct Storm-Water Run-Off into and/or in the direction of a Town right-of-way? . Js $ Will this Project Require the Placement of Material,Removal of Vegetation and/or the Construction of ❑ y any Item Within the Town Right-of-Way or Road Shoulder Area? Q (This Item will NOT Include the Installation of Driveway Aprons.) 9 Will this Project Require Site Preparation within the One Hundred(100)Year Floodplain of any Watercourse? NOTE: If Any Answer to Questions One through Nine is Answered with a Check Mark in the Box, a Storm-Water,Grading, ——— Drainage&Erosion Control Plan is Required and Must be Submitted for Review Prior to Issuance of Any Building Permit[ ———————————————————— EXEMPTION: Yes No Does this project meet the minimum standards for classification as an Agricultural Project? Note: If You Answered Yes to this Question,a Storm Water,Grading,Drainage&Erosion Control Plan is NOT Requiredl X ----------------------------------------------------- STATE OF NEW YORK, COUNTY OF...... ..............SS That I,..... —...................................being duly sworn,deposes and says that he/she is the applicant for Permit, ......... (Name of individual signing Document) And that he/she is the Acrzta�,....... ... ... .. . ...................................................................................... .. .................. (Owner,Contractor,Agent,Corporate Officer,etc.) Owner and/or representative of the Owner of Owners,and is duly authorized to perform or have perfonned the said work and to snake 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 herewith. Sworn to before the this; ........ ................day of. �Z..�.L..�..�..�......................... 201b , f Notary Public �.. ...... (. . ...... ant)........................... ure of FORM- 06107 Southold Town Building Department 511FFO4Co� P.O.Box 1179 Permit#: 35541 y� 54375 Main Road ca Southold,New York 11971 Permit Date: 5/10/2010 (631)765-1802 Expiration Date: 11/10/2011 Parcel ID: 13.-2-7.14 BUILDING PERMIT RENEWAL LETTER Dated: 8/13/2012 Applicant: PJH REALTY CORP Location: 29525 MAIN ROAD ORIENT Work Description: ALTERATION ALTERATION TO AN EXISTING BARN AS APPLIED FOR. WE WILL NEED AMENDED PLANS AND FINAL HEALTH DEPT. BEFORE THIS BUILDING PERMIT IS RENEWED AND CLOSED OUT. A FEE OF $150.00 IS REQUIRED TO RENEW THIS BUILDING PERMIT. Owner: PJH REALTY CORP. Address: 48-11 37th STREET LONG ISLAND CITY,NY 11101 The permit listed above has expired., Please contact our office as soon as possible to begin the renewal process. All work on the project must stop on the expiration date. No work is permitted or authorized beyond the expiration date. THANK YOU, SOUTHOLD TOWN BUILDING DEPT. Southold Town Building Department �gUFFO[, �p P.O.Box 1179 Permit#: 35541 o . 54375 Main Road Southold,New York 11971 Permit Date: 5/10/2010 (631)765-1802 Parcel ID: 13.-2-7.14 Expiration Date: 11/10/2011 BUILDING PERMIT RENEWAL LETTER FINAL NOTICE Dated: 1/10/2013 Applicant: PJH REALTY CORP Location: 29525 MAIN ROAD ORIENT Work Description: ALTERATION ALTERATION TO AN EXISTING BARN AS APPLIED FOR. WE WILL NEED AMENDED PLANS AND FINAL HEALTH DEPT. BEFORE THIS BUILDING PERMIT IS RENEWED AND CLOSED OUT. A FEE OF $200.00 IS REQUIRED TO RENEW THIS BUILDING PERMIT. Owner: PJH REALTY CORP. Address: 4811 37th STREET LONG ISLAND CITY, NY 11101-1903 The permit listed above has expired. Please contact our office as soon as possible to begin the renewal process. All work on the project 'must stop. on the expiration date. THANK YOU, SOUTHOLD TOWN BUILDING DEPT. �,eL.L.Ls a°L� rra.28.42. Bf;l{EDINC NCIMBE€�S FROM 2� E >s F e e TP1c "Lo T i.t"I o ?-t� S EAs Em66asIGN AssocFA1r[ON mAPS �- ' r r,1 _ Al,,r IAf �uv 1 OFFICE V� SLLRn Suw FJTJ Gps L.oe_ ev 3 •*a `�� JiELoe.��•�o carps ,�. TA-•e l.-eT -t.,a '. A r 2 SHOP 3 BARN 4 RE-LOCATED SHED r .n` e•w.,• as r mn g3 5 BARN 4 Ze.1 6 BARN LOT 7.12 L •L ........ Pb LI, p S sT-f.PC..{NGT 4L #$ r r. 7 RE-LOCATED SHED FROM LOT 7.12 ,t♦.,•4-�_L y-•' r L�L44so.+a-� 8 " BARN LOT 7.12 c' qj•y r 0 0sa..-L 0 P M sdn d pee 4.-+� d' Q �] •.0. ! `�`i ,L �00•L_ SA.w1\Z AR-�t' I.Ao-TES\ �• fyL1.i y m,L DW •ill 1�L •I� � Gp Fp.o.-� SLCF�S REC-O RPS 'L-+oT VISPOL•.E G Q710 OGJ'00"W ICoCo".Z J m ` I\\LLYY 0, B� u N E:xL4T• d S � � vtEt+.. FP-OLD\ ScONS RE.GORCS- tvo-T �l\SA®t.._E. ems.44.6 Ep, 0FTYPICAL LEACHING POOL _'l.4 d BA 6'L mtr q.L�L.we.+L3v ax- ,s•3. n (N TS) s a �SfLL.ela,a• T V. J d d J at4 FLL+LLurp �anroe ,,! � ,n raLs•6 r LL r, 1 0,4 r 28.a co i ° ,.� C�4.O .� o' �♦ 0 3q QO I L..\Peo.aLOLLs fV �rLSTwCe .vtet••�. d j Gj�� In.♦P6a-v\eJs 'n� GoaL.L1rP of gLOC+� G oL+� Jr o a Q CP c PE0. ♦to,...a o,-,�,..Lr ca ce..aw 1, o , 4 �g o't eT A.% a CI G D t5o ,,cs O so �� 't 013 c+i. Tc. l- ®�- Q Gao rcL �LCf �(p/� �L.v.FfLJ...'vL.I�K.CL42.e+SPrLo . �9 ? d1;D ` cs�•s� (� � t.,•Ln,.a pcyCCPfTLeL+ LL+TP ra. YL QVL.+ seO.o•To. • Gv"' 0 Q ��;0 tJ/ 1 < r.. S^•ro o.►+v OP.swab. Q O 1(1 �) NOTES RE SAN[TARY MSTALLATION. 1)CONTRACTOR TO: Q A)CALL FOR EXCAVATION INSPECTION_ Q- r ,9 B)MUST 8E PREPARED TO BACKFILL THE PX, EXCAVATION W[TH CLEA&SAN EL Is _ 0 1 �OF NEy�, i' Ir r a l 9 .�P� a.NO �O Q� Q 4 4; 5i�.. �R 10)1, Q 0: •a •t.3•S GP L7�4� e.q.s • 1 L.(.-I�Tft a• O ' _E• L•qy/ M�I vL.L.ie.���~1�♦LzISS.4 =u J1 I-t�f S LZT. 'y 4.ee ym=3 S �"`qt ��4 ��t(4c(FLL 40L®LPL K 3L ACtf 8 � _ �•L,Il 12d.'LLL 1-IPA 2L$ p 6q r< '= gLT• Pr,y (_, __`8 'Lam n 1/�� L•LOQ��S T~ p'-e.ti• 4yG £��'ST Q 'UNATHORIZED ALTERATIONS OR ADDITIONS TO-THIS SURVEY IS A VIOLATION L SECTION 7209 BE OF SI NEW Y E EDUCATION LAW. -4 WIC {� 'COPIES OF THIS SURVEY"MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL SMALL NOT DE CONSIDERED TO BE A VALID TRUE COPY- -4 CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED,AND ON THEIR BEHALF TO SUFFOLK COUNTY .DEPARTMENT OF HEALTH SERVICES �p�n �, �'�� o��LTs Z,g �,.� ofTITLE CINSTITUTIONSMP V RN EN SUBSEQUENT OWNERS. AND LEADING INSTITUTION LISTED HEREON.CERTIFICATIONS ARE NOT TRANSFERABLE TO TEST HOLE •THE OFFSETS FROM PROPERTY LINES SHOWN HEREON ARE NOT INTENDED TO GUIDE IN THE ERECTION OF FENCES,RETAINING WALLS,POOLS, t TOE OF T.H.EL, 9 3 BUILDINGS.ADDITIONS,AND OR OTHER CONSTRUCTION. 'COVENANTS AND RESTRICTIONS,IF ANY.NOT INDICATED OR SHOWN UNLESS REQUESTED IN WRITING BY CLIENTS OR THEIR REPRESENTATIVE N 0 T E PRIOR TO SURVEY BEING DONE. O BONGreCop ONE.IGKT BY ROBERT B.HOLZMAN LAND SURVEYOR AS PER ORIGINAL GATE SHOWN ON SURVEY. 11 SAME AS DIST: t000 SECT: 13 BLK: Z LnLK�O soup S U R V LOT: -t.14 ON SUFFOLK COUNTY TAX MAP. L e o E Y 21 THE EXISTENCE OF ANY RIGHT-OF WAY, AND/OR,,EASEMENT 2 OF RECORD. IF ANY,NOT SHOWN NOT GUARANTEED. 13 6Loc a- 2 I. oT -T.14 ;3) ELEVATIONS ARE 1u ;oPe A.♦AB aG c\�JE i=PStELsu sLLz COL Lz �' ���`/ • `��71a /�/ A P IS ;4 OO:TJ,L.r1 �4VPO:O Y. TO.W�.L C4t�1 V1' �� `41 THE LOCATION OF WATER SUPPLY AND.-SANITARY SYSTEM, SHOWN AS PER,ADJACENT OWNERS,NOT GUARANTEED.; ea.�.• �.. Te p Q 51 (100601 ■ 1'C'ATES PROPOSED GRADES. � -1,4 ocL..\sLit TO�rIF1 oG SoJTt-�C<_C S�IGCOL--1'"' O�v�T`r, N�-`�-1 KoRK 61 ZONE • R-So Rc7Lfl. -L..L �,$ oP 1 LOT ARE 49°1 �PQ��"°' 0 BY ROBERT B. HOLZMAN L.S. 200'9 7A \ `8) SANITARY SYSTEM: Sri aP sz cLLLo cESt4r ta. LICENSED LAND SURVEYOR, N.Y.S. LIC. # 49176 ASso`. MAP 1029 WILLIAM FLOYD PARKWAY, SUITE 3, SHIRLEY, NY 11067 g)�XLSZLL,v �o-Qza oaL�E:•�"'�r "eT PHONE#: 631-281-0162 FAX#: 631-281-0292 bs RE-Le C.Ac i=C To Bp_ �—�"� oC G7Eo5G1E:1 LC� SPL-L♦zF.a-f SYSTEI-LS 5- 1' o9 DATE �uL_�r a♦Z.009 SCALE: I FILE = lboo- i3--1- - -1.14 1 BLDG BARN 3141y NOTES" \ THE CONTRACTOR IS TO VERIFY ALL MEASUREMENTS IN THE FIELD AND ANY DISCREPANCIES \ ARE TO BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO CONSTRUCTION. ENGINEER IS TO INSPECT REBAR INSTALLATION PRIOR TO CONCRETE PLACEMENT. CONTINUOUS NO.5 REBAR 12"O.C. / CONTRACTOR IS TO CALL FOR AN ENGINEERING INSPECTION 5 DAYS PRIOR TO CONCRETE PLACEMENT. BLDG BARN 'REBAR -ASTM A-615 GRADE 60 DEFORMED -EPDXY COATED ASTM A-934/A-934M A'8'032 28 E WALL CORNER REINFORCEMENT DETAIL BLDG CONCRETE O -PORTLAND CEMENT:ASTM C150 TYPE 1 � #6 -NORMAL WEIGHT AGGREGATE:ASTM C 33,UNIFORMLY GRADED:SEVERE WEATHERING SLqe SHED CO/VC q REGION,BUT NOT LESS THAN 318"NORMAL MAX.AGGREGATE SIZE-1/2' . -WATER:POTABLE AND COMPLYING WITH ASTM C 94 528 42 GRADE 'ADMIXTURES GRAVEL -AIR ENTRAINMENT:IN ACCORDANCE WITH ACI 301-17 TABLE 4.2.2.4-7%FOR SEVERE 0 DRAINAGE EXPOSURE.FILL — — EX• FR, gL 2*0 PVC WEEP `'r`'` -CORROSION4NHIBITING ADMIXTURE:COMMERCIALLY FORMULATED,ANODIC INHIBITOR OR FF_ / D G HOLES-8'O.C. " MIXED CATHODIC AND ANODIC INHIBITOR CAPABLE OF FORMING A PROTECTIVE BARRIER AND FR. 12.34 MINIMIZING CHLORIDE REACTIONS WITH STEEL REINFORCEMENT IN CONCRETE. BLDG X.FF *CONCRETE MIXES _1 1.45 PR BLDG o OPOSED BARN FF= _ CLEAN SAND BACKFILL- S81 00' OQ" W 166..23 CONC. /'q TAG o 4 '7 ������������� MECHANICALLY -COMPRESSIVE STRENGTH(28 DAYS)3,500 PSI 62'_9„ cV COMPACTED -MAXIMUM SLUMP 4 INCHES ' -MAXIMUM WATER-CEMENTITIOUS RATIO=0.40 FOR CORROSIVE PROTECTION OF STEEL WETLANDS E D -AIR ENTRAINMENT-7%t1OR1.5%AT POINT OF PLACEMENT WALL DRAINAGE. ' P I\ RIBBONS G ETAILS (TYP) (SEE WALL SECTIONS FOR REINFORCING DETAILS) 'JOINTS SCALE 1/4'=T-O' -CONSTRUCTION AND CRACK CONTROL JOINTS ARE TO BE RECESSED INTO THE CONCRETE Cp W SURFACES BY APPLYING RUSTICATION STRIPS ON THE FORMED SURFACES.WATER STOPS, 36'HIGH RAILING BY OWNER O � � EX. �S, 4'MAX.OPENINGS BETWEEN BALUSTERS KEYWAYS AND JOINT SEALERS ARE TO BE USED.ALL JOINTS ARE TO BE FILLED WITH BLDG SEALANTS IN ACCORDANCE WITH ACI-504R. ll� FRESHWATER EXPANSION JOINT AND JOINT SEALER GARAGE `D WETLANDS -BONDING AGENT IS TO BE USED AT LOCATIONS WHERE CONCRETE IS PLACED AGAINST IQ rvj BOUNDARY AS 6X6-W 1.4X1.4 WWM 4'POURED CONCRETE SLAB HARDENED �V 3' BLDG PARTIALLY HARDENED CONCRETE SURFACES. DELINEATED L I N EAT E D i� (N.SLOPE MAX.) V. In BY � ' 1 1/2. PLACEMENT CONCRETE SHALL BE HANDLED,PLACED,AND CONSTRUCTED IN ACCORDANCE WITH ,^II c� = ' VV" EN—CONSULTANTS. BACKFILL TO BE `y - = = ACI-301-21. COMPACTED TO S77°34, INC. 95%STANDARD : `': `=':'' -CONSOLIDATE CONCRETE WITH MECHANICAL VIBRATING EQUIPMENT IN ACCORDANCE WITH 40 w 164. 06, 1 1 —02-09 - N0.5@18"O.C. - ,5;., '° PROCTOR DENSITY _ `� M-;:;�� ACI-309R. EX.GRADE *FINISHING BACK FILL WITH CLEAN SAND AND CONC. N _ MECHANICALLY COMPACTED GRAVEL CTED IN 6 INCH -PATCH ALL TIE HOLES AND OTHER SURFACE DEFECTS. COVER —7 "� NO. @ 17 O.C. LIFTS. EACH LAYER IS TO BE COMPACTED 1-1 0 c TO 98%MODIFIED PROCTOR. -REPAIR SURFACE DEFECTS SUCH AS COLOR AND TEXTURE IRREGULARITIES,CRACKS, k_ NO.5 @ 18'O.C. SPACES,HONEYCOMBS,ROCK POCKETS,FINS AND OTHER PROJECTIONS ON THE SURFACES. O it 3' 2-N0.5 REBAR J' 3'6' FOOTING TO BE PLACED ON -COVER ALL EXPOSED SURFACES WITH AN ARCHITECTURAL CONCRETE FINISH. COLOR AND O UNDISTURBED SOIL(iYP.) TEXTURE TO BE DETERMINED BY THE OWNER. RETAINING WALL SECTION DETAIL 'TESTING SCALE 1/4"=1'-0' -CONTRACTOR IS TO ENGAGE A QUALIFIED INDEPENDENT TESTING AGENCY TO SAMPLE AND 4"POURED CONCRETE SLAB TEST SAMPLE MATERIALS. W N0.4 REBAR 5"OC 6X6-W 1.4X1.4 WWM -TESTING FREQUENCY:1 COMPOSITE SAMPLE FOR EACH DAYS POUR OF EACH CONCRETE O MIX EXCEEDING 5 CUBIC YARDS,BUT LESS THAN 25 CUBIC YARDS PLUS ONE SET FOR EACH ADDITIONAL 50 CUBIC YARD OR FRACTION THEREOF. NO.4 REBAR 12"OC -SLUMP-ASTM C-143,1 TEST AT POINT OF PLACEMENT FOR EACH COMPOSITE SAMPLE,BUT > >O 2 o NOT LESS THAN 1 TEST FOR EACH DAYS POUR OF EACH CONCRETE MIX. //V C SS 19 8' rt 0� DOWN 19 EQUAL RISERS(T'MAX.RISE)@ 7 EACH VCOMPACTABLE TREADS @ 11 EACH(11 MIN.) T. 2-4�• -AIR CONTENT-ASTM-G231,PRESSURE METHOD.I TEST FOR EACH COMPOSITE SAMPLE D,qGRANULAR FILL ' .3 REBAR 18"O.C. BUT NOT LESS THAN 1 TEST FOR EACH DAYS POUR OF EACH CONCRETE MIX. NO.4 REBAR ; -COMPRESSIVE TEST SPECIMENS:ASTM G31/C-01M CAST AND LABORATORY CURE 1 SET OF RETAINING WALL 4 STANDARD CYLINDER SPECIMENS FOR EACH COMPOSITE SAMPLE. 2'," (SEE DETAILS) EX.GRADE io -COMPRESSIVE STRENGTH TESTS: ASTM G39 TEST 2 LABORATORY SPECIMEN AT 7 DAYS AND 2 AT 28 DAYS. -TESTS SHALL BE REPORTED TO THE ENGINEER,CONCRETE MANUFACTURER,AND 2-NO.4 REBAR CONTRACTOR WITHIN 48 HOURS OF TESTING. CONCRETE STAIR DETAIL -STRENGTH OF CONCRETE WILL BE CONSIDERED SATISFACTORY IF EVERY AVERAGE OF ANY THREE CONSECUTIVE TESTS EQUALS OR EXCEEDS SPECIFIED STRENGTH AND NO TEST SCALE: 1/4"=l'-0" VALUES FALL BELOW THE SPECIFIED VALUE BY MORE THAN 500 PSI. SITE PLAN OTHER SCALE:1"=40' -FOOTINGS ARE TO BE INSTALLED ON UNDISTURBED VIRGIN SOIL.THE BOTTOMS OF ALL 27-0' FOOTINGS ARE TO BE INSTALLED AT THE DEPTHS SPECIFIED IN THE DRAWINGS. -WEEP DRAIN HOLES ARE TO BE INSTALLED AT THE BASES OF THE WALLS.THE AREA BEHIND 01 WALL AND ON TOP OF THE FOOTING IS TO BE BACK FILLED WITH COARSE GRAVEL. OUSTING BUILDING -BACKFILL IS TO BE CLEAN MATERIAL AND IS TO BE MECHANICALLY COMPACTED. I I I I 4 I I I I I I I I I I I I I I NOTES: CONCRETE STAIR I I I CONCRETE STAIR (SEE DETAILS) 1. SITE PLAN INFORMATION IS BASED ON LAND SURVEY PREPARED BY ROBERT B.HOLZMAN (SEE DETAILS) I LICENSED LAND SURVEYOR AND PLANS BY EAST END DESIGN ASSOCIATES. I I 2. ZONE=R-80-LOW DENSITY 4 POURED CONCRETE SLAB I I REVISIONS WITH 6X6-W IIAX1A WWM I I � 3. LOT AREA=108,859 SF.OR 2.499 AC N 4. SCTM:1000-13-02-7.14 �Qf N�� Design Loads: ,,`'Q1 3•CO �O 7 I I CO w -1 st Level -Live Load -40 psf n 4'HIGH POURED CONCRETE N RETAINING WALL -Dead Load-100 psf Plans are prepared by Condon Engineering,P.C. It is violation of the New York State Education Law,Article 145,Section 7209,for any person unless ; I I i N acting under the direction of a licensed Professional Engineer,Architect,or Lan Surveyor,to alter any Rem in any way.If an m bearing the - - - - - - - - - - - - - - J I Engineer,eer,Architect,or Land Surveyors altered,the altering Engineer,al of an O�R��ESSIONA�'�` 4 Architect,or Land Surveyor shall affix to the item his/her seal and the notation — — — — — — — — — — "Altered by"followed by his/her signature and the date of such alterations,and !P a specific description of the alteration. PJH REALTY CORP. — — — — — — — — — — — — — — Scale:AS SHOWN Condon Engineering, P.C. MAIN ROAD QM-M Drawn by:JJC 1755 Sigsbee Road ORIENT NEW YORK 11944 L J Mattituck, New York 11952 ' OF PATIO AND WALL PLAN Date:10/1412011 (631)298-1986 (631)298-2651 Fax RETAINING WALL PLAN SCALE 1/4'=1'-0' PROJECT TITLE & LOCATION: CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA BOYLE GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER I ICE SHIELD BUILDING CONSTRUCTION NOTES: SNOW DESIGN FROST LINE DESIGN UNDERLAY— FLOOD WIND EXPOSURE LOAD SPEED (mph) CATEGORY WEATHERING DEPTH TERMITE DECAY TEMP. I MENT REQUIRED HAZARDS CATEGORY 45 Ibs/sqft 120 (mph) B SEVERE 3'-0" IMODERATE TO HEAVY SLIGHT TO MODERATE 11 degrees I YES 1984/1998 C GENERAL: A GRICULTURE DESIGN CRITERIA 1. All construction work shall comply with the Building Code of New York State,and ASCE STANDARD(SEI/ASCE 7-98) PRESCRIPTIVE DESIGN MINIMUM UNIFORM DISTRIBUTED LIVE LOADS (in Founds per square foot) 2. All work shall comply with the New York State Energy Code. B A R N A. It shall be the contractor's responsibility to submit the size,design,and type of mechanical systems which will be used in USES(s) AND OCCUPANCY CLASSIFICATION(s) USE LIVE LOAD DEAD LOAD sufficient detail as required by the Building Department. , B. Insulate all supply&return ducts and piping as required by code. USE OCCUPANCY EXTERIOR BALCONIES 60 10 C. All windows,door sills,openings,etc.shall be caulked and weather stripped. FRIE N OVATION STORAGE S-1 DECKS (f) 40 10 3. Single and multiple-station smoke alarms.Single and multiple-station smoke alarms shall be installed in the following locations: 1)As per New York State Code. RT 25 TYPE OF CONSTRUCTION (CHAPTER 6) PASSENGER VEHICLE GARAGES (a) 50 (a) 10 2)Minimum of one per floor 3)One per each room including storage,furnace,Money Counting and bathrooms. ORIENT, NEW YO R K TYPE GROUP ATTICS WITHOUT STORAGE (b,e) 10 10 4)Attic space is to be equipped with smoke alarm 4. Engineer is not responsible for the supervision of construction. General Contractor must verify all dimensions and conditions before S CT M# 10 0 0-13-2-7.12 V B ATTICS WITH STORAGE (b,e) 20 10 construction or fabrication. Engineer is not responsible for any changes without written prior approval. WORKNOTES: HEIGHT AND FIRE AREA ROOMS OTHER THAN SLEEPING ROOMS 40 10 5. Do not scale drawings. (Notes shall be considered typical for items identified and HEIGHT FIRE AREA SLEEPING ROOMS 6. The engineer shall be responsible for the content of these drawings only. He shall not be held responsible for an materials, shall apply to all same and similar conditions or 30 10 g p g y p y workmanship, means or methods of construction. The engineer shall not be held responsible for the design or installation of locations; all locations may not be noted.) HEIGHT. BUILDING. STAIRS materials and equipment: Electrical,Plumbing,Heating,Ventilation,Air Conditioning,or any other system not specifically THE VERTICAL DISTANCE 40 (c) 10 FROM GRADE PLANE TO UNLIMITED AREA contained in these drawings. THE AVERAGE HEIGHT 3 STORY GUARDRAIL AND HANDRAILS (d) c)200 ( 10 OF THE HIGHEST ROOF AS PER TABLE 503 7. Electric construction is to conform to the National Electric Code,Building Code of New York State,and KeySpan/LIPA Electric requirements. SURFACE = @ 20'-11" AS PER SECTION 502 OF ROOF 30 10 8. Plumbing is to conform to the County and Local Health Department requirements,and Building Code of New York State. THE BUILDING CODE OF NEW YORK STATE. a) ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING A 2,000— 9. All heat producing equipment shall be installed in accordance with Building Code of New York State and manufacturers specifications. TOTAL HEIGHT FROM RIDGE TO GRADE 27'-2" POUND LOAD APPLIED OVER A 20—SQUARE—INCH AREA. 10. All electrical and mechanical equipment q required. ment is to be elevated to FEMA requirements and NYS Code as re uired. b) NO STORAGE WITH ROOF SLOPE NOT OVER 3 UNITS IN 12 UNITS, 11.Limitation of Professional Liability: LUMBER SPECIES AND GRADE c) INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE UNIFORMLY By acceptance and use of these plans the owner/builder/agent agrees to limit the liability of East End Design Associates LLC,and their DISTRIBUTED LIVE LOAD OR A 300—POUND CONCENTRATED LOAD ACTING draftsmen due to neglect,acts of error,such that the total aggregate liability of East End Design Associates LLC.,and there draftsmen shall OVER AN AREA OF 4 SQUARE INCHES, WHICHEVER PRODUCES THE GREATER not exceed 50%of the total fee for services rendered on this project excluding East End Associates LLC.expenses such as blueprint ALL HOUSE FRAMING MATERIAL DOUGLAS FIR — LARCH #2 AND BETTER STRESSES. copies,reimbursed fees,etc.. ALL EXT. DECK FRAMING MATERIAL CCA NC PINE #2 AND BETTER d) A SINGLE CONCENTRATION WITH WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH SECTION R802.10.1, 12.All of our floor plans and elevations are protected under federal copyright law. No plan may be reproduced or reconstructed e) SEE SECTION R502.2.1 FOR DECKS ATTACHED TO EXTERIOR WALLS without written permission. TABLE R402.2 13. Owner/Contractor must verify any site specific requirements for the construction such as flood zone requirements,etc. MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE 14. Acceptance of these drawings does not authorize the right to build without the authorization of local governing agencies,such as MINIMUM SPECIFIED Suffolk County Dept.of Health Services,Town Building Departments,DEC,FEMA,etc. Verify all conditions,codes,and AREAS OF STRUCTURE COMPRESSION STRENGTH (a) (fc) requirements with such agencies prior to construction. CRAWL SPACE NA TYPE OR LOCATION OF CONCRETE CONSTRUCTION WEATHERING POTENTIAL 15. Owner/Contractor must verify all notations and construction specifications and ensure that all construction meets or exceeds the Building Code BASEMENT NA SEVERE (b) of New York State,ASCE STANDARDS(SEI/ASCE 7-98) FIRST FLOOR 5132 sq. ft. SECOND FLOOR NA BASEMENT WALLS, FOUNDATIONS AND OTHER 16. Acceptance of these drawings does not authorize the right to build without the authorization of local governing agencies,such as Suffolk County THIRD FLOOR NA CONCRETE NOT EXPOSED TO THE WEATHER 2,500 (c) Department of Health Services,Town Building Departments,DEC,FEMA,etc. Verify all Conditions,codes,and requirements with such BALCONY NA agencies prior to construction. LOFT NA ATTIC HOUSE o NA BASEMENT SLABS AND INTERIOR SLAB ON 2,500 (c) 17. Any discrepancy on this plan is to be brought to the attention of the Engineer immediately for Re-Design. ATTIC (HOUSE)(b) NA GRADE, EXCEPT GARAGE FLOOR SLABS GARAGE NA ATTIC (GARAGE)(a) NA BASEMENT WALLS, FOUNDATION WALLS, EXTERIOR WALLS AND Acceptance of these drawings does not authorize the right to build BONUS ROOM NA OTHER VERTICAL CONCRETE WORK EXPOSED TO THE WEATHER 3,000 (d) without the authorization SCREENED PORCHES NA of local governing agencies,such as Suffolk County Dept.of SUNROOM NA Health ervices,Town Building DECKS NA PORCHES, CARPORTS AND STEPS EXPOSED TO d 500,3 Departments,DEC;,FEMA,etc. Verify all conditions,codes,and COVERED PORCHES NA THE WEATHER, AND GARAGE FLOOR SLAG`; ( ) re quirements with such COVERED ENTRANCE NA — - agencies prior to construction. POOL HOUSE CABANA NA FOR SI: 1 POUND PER SQUARE INCH + 6.8�6 kprd ACCESSORY STRUCTURE NA (a) AT 28 DAYS PSI (b) SEE TABLE R301,2(1) FOR WEATHERING POTENTIAL (a) WITHOUT STORAGE (c) CONCRETE IN THESE LOCATIONS THATr„AY BE SUBJECT TO FREEZING AND THAWING DURING / _i — / (b) WITH STORAGE CONSTRUCTION SHALL BE AIR—ENTRAINED CONCRETE IN ACCORDANCE WITH FOOTNOTE (d) (d) CONCRETE SHALL BE AIR ENTRAINED. TOTAL AIR CONTENT (PERCENT BY VOLUME OF CONCRETE) — _- SHALL NOT BE LESS THAN 5 PERCENT OR MORE THAN 7 PERCENT. (e) SEE SECTION R402.2 FOR MINIMUM CEMENT CONTENT. � � EAST END DESIGN ASSOCIATES LLc PO Box 1675 a fl, ®�`j S 5130 Main Bayview Road Southold, New York 11971 ;TIFY RUIL.D';VG r: NOTE: PARTN,1ENT AT axo(631)765 6620 1862 ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY EQUAL TO OR GREATER THAN THE 2 £ Fl?,1 TO 4PM FOR THE E-Mail: CArm8688@aol.com - TWO REQUIRED SHEET NAME: , '''—LI f)ATi'.JIN REQUIRED AMOUNT CALCULATED FOR EACH CASE. 0 POURED I - coNr F,_':TE �»c�k FRAM!!'!c & PLU!;1B'NG NOTE: '�'ISULATION PROVIDE SOLID BLOCKING IN ALL FLOOR JOISTS AND RAFTERS AS REQUIRED BY THE BUILDING CODE OF THE STATE OF NEW YORK, _ �� : r,ucrloN MUST GENERAL AND THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO GO:sn.,<:LETF FOR C.O. FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. CO"`5'RUOT!ON SH;,LL MEET THE NOTES Fi.C,'i':F IC-'v" N I S OF THE CODES OF PdEW NOTE: � � ` ��C K aTATE. P"OT RESPONSIBLE FOR EAST END DESIGN ASSOCIATES, LLC. AND ITS ASSOCIATED ENGINEER HAVE NOT BEEN RETAINED TO DES!uId OR CONSTRUCTION ERRORS. INSURE PROPER INSTALLATION OF ANY MATERIAL OR WORKMANSHIP PROVIDED TO THIS JOB SITE. ENGINEER: ENGINEER'S SEAL: NEw Y)n �t t-%LL CODES OF ,K STA,.;L & TOWN AS REQUIRED , �n r AS SHEATHING NOTES: JAMES DEERKOSKI, PE ALL SHEATHING TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF THE AMERICAN FOREST & PAPER ASSOCIATION i Professional Engineer t ' (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. _ ----- OuTNOiGT,D'�,'� SOUiF.;��" r+'",� 260 Deer Drive � 4 FiF h'G S0ARD Mattituck, NY 11952 (1) SHEATHING TO BE NAILED TO CCA SILL ;,' , tis 631-298-7116 (2) SHEATHING TO EQUALLY SPAN 1ST AND 2ND FLOOR BOX BEAM (3) SHEATHING TO EQUALLY SPAN 2ND FLOOR AND ATTIC TOP PLATES V&DERV''RITERSCERTIFICATE OWNERSHIP AND USE OF DRAWINGS: (4) SHEATHING TO BE NAILED TO TOP PLATE REQUIRED 11 These drawings and specifications including the NO SUBSTITUTI❑NS A Vic" ' ) s' I r, -E pr ideas, design and arrangements represented �i 'lI. therein, are the property of East End Design ;e Vtl..l I " Associates, LLC. No art thereof shall be copied, All framing hardware shown on these fans, unless otherwise indicated, is Simpson Strom Tie, , ; a l� s� � P�"" ,�-1.i� �,, p pied g p P 9- 1 �� pt = 1� disclosed to others or used in connection with No substitutions are approved or authorized, F'qt . , P �Ivl� ,; a any work or project other than for which they Due to the relationships of framing hardware to the other components of the structure, any framing � 6` have been prepared without written consent of hardware substitutions will render these plans null and void, and will result in the installer/contractor East End Design Associates, LLC. assuming responsibility for the design and performance of the entire system, RETAIN STORM WATER RUNOFF HAPTER 236 PURSUANT TO C OF THE TOWN PROJECT NO: SHEET INDEX: FIRE BLOCKING IS TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF THE BUILDING CODE CODE. 908-2010 OF NEW YORK STATE, AND THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME DRAWN BY: CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. CERTIFICATION OF NAILING & CONNECTIONS BDK NOTE: ALL ROOMS MEET OR EXCEED THE NYS. STANDARDS REQUIRED. SCALE: Al 01 FOR THE NATURAL LIGHT AND VENTILATION REQUIREMENTS. " ALL CONSTPI!�,Tiv��! SHALL 1 4 = 1 -0 I;rc ET THE F E-01-I'iE-PMiFNT`,OF THE DATE: ,:. 04-22-10 PROJECT TITLE & LOCATION: SIMPSON STRONG—TIE CONNECTORS — SPECIFIED FOR CONSTRUCTION USE A TWO NAILSIMUM MTS20 LTS20 TWO 8d NAILS THIS U -FIR LARCH So. PIN E UPLIFT SIDE OF TRUSS. ALLOWABLE LOADS 1.2 BOYLE FASTENERS TOTAL FOUR o LOAD o LATERAL WITH /' MODEL GA UPLIFT UPLIFT (133 160) Sdx1}" CODE 8d NAILS o NO, TO TO TO AVG NAILS REF. INTO TRUSS °0 RAFTERS/ ULT. 1 ° PLATES STUDS (133) (160) F F, ( 33& TRUSS -=- STU SIMPSON PROVIDE (1) HGAIOKT ON NOTE: REFER TO SIMPSON WOOD CONSTRUCTION TAKE-UP WASHER SIDE OF CEILING JOIST AGRICULOFOURE H7 16 4-8d 2-8d 8-8d 2991 930 985 400 5, 44 CONNECTORS MANUAL FOR ALL FOOT NOTES AND AND ON SIDE OF RAFTER PROPER INSTALLATION PROCEDURES H6 16 8-8d 8-8d 3983 915 950 650 5, 44 ° 1_ _ 1 I I I BA RN o — DIMENSIONS FASTENERS ALLOWABLE UPLIFT LOADS (133) ALLOWABLE UPLIFT LOADS (133) ARTJ"x12 TWO o ' (TOTAL) AVG LENGTH OF BOLT IN WOOD MEMBER LENGTH OF BOLT IN WOOD MEMBER CODE 8d NAIL o / INTO MODEL GA ULT. LFTAZ LFTA REF. ° o' RENOVATION 2, 2�., 3" 3�0 .o No. MAX. CLEAR °mo WIDTHSPAN L QTY DIA 1�" 2" 2�" 3" 3�" 14" EIGHT NAIL IN SP4 INTO e LFTA 16 24" 17" 38J"16-10d — 0 4200 1205 1400 5, 44, 85 STUD 0 RT 25 DOUG-FIR LARCH / SO. PINE FASTENERS2 ALLOWABLE UPLIFT LOADS 3 MODEL L AVG 10d 10d x 1}" CODE ° ORIENT, NEW YORK ULT. REF. LFTA ° NO. tOd tOdx ,}" LSTA21 °° (133 / 160) (133) (,6Q, SCTM# 1000-13-2-7.12 0 \ o 0 MTS16 16 14-10d 14-10d x 14" 3116 1000 840 1000 3, 41, 128 a °, L�Poo WORKNOTES: °MTS20 20 14-tOd 14-tOd x 1}" 3116 1000 840 1000 3, 41, 128 ART "x12 (Notes shall be considered typical for items identified and 0 Simpson Strong-Tie shall apply to all same and similar conditions or HGA10 locations; all locations may not be noted.) LST20 20 12-10d 12-10d x 14" 2383 775 720 720 3, 41 CNW- COUPLER NUT DETAIL "Eli ° DOUG-FIR-LARCH Equal number of o° TYPE of DIRECTION SO. PINE CODE specified nails In MODEL CONNEC- OF LOAD ALLOWABLE LOADS REF. FLOOR ROOF (133/ TION (100) (125) 16o each end Simpson Strong-Tie N CON DETAIL "K" G 515 645 670 CS16 LTP4 5 J 515 645 670 6, 39, 97 DETAIL H" H 515 645 670 MATERIAL DIMENSIONS FASTENERS ALLOWABLE TENSION LOADS1'7'9(DF/SP) (133) HOLDOWN HOLDOWN ARTJ"x12 STUD DEFLECTIONSTU MODEL MACHINE DEFLECTION CODE o° AVG LENGTH OF BOLT s.3 AT HIGHEST AT HIGHEST REF, No, BASE BODY a ANCHOR BOLTS ULT, IN VERTICAL WOOD MEMBER ALLOWABLE ALLOWABLE 00 8 A HB SB W H B SO CL DIA DESIGN LOAD DESIGN OFF 0 SIMPSON GA G QTY DIA WHEN RAISED 0 14" 2" 24" 3' 34" 54" LOAD THEI PAT o -UP WASHER 0 0 HD2A 16 12 4J" 21" 2J" 8" 2A„ i" 'A" 12150 1555 2055 2565 2775 2775 2760 0.058 0.077 2, 43, 82 0 0 ARTg"x12 MODEL DIMENSIONS I FASTENERS ALLOWABLE UPLIFT LOADS NO, AVG DF SP W L STUD PLATE ULT. (133)2 / (160) RODE SP4 3>95 7J" 6-10d x 1�" —�2917 735 885 7, 40, 127 0 MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE NO. GA REF. yy L NAILS 100) (133) (160) 00 00 LSTA21 20 1 21 - d 905 1 205 1 1295 7, 40, 90 MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE NO. GA W L NAILS F100 R (133) (160) REF. Simpson Strong-Tie MSTA24 18 1 " 24 18-1 25 1370 1 1640 7, 40, 90 L U S 4 6 TOTAL ALLOWABLE TENSION LOADS NAIL CODE MODEL L FASTENERS SPACING REF. HD2A N0. END GA CUT LENGTH (TOTAL) � 2 (LENGTH L (100) (133 / 160) oo, Simpson Strong-Tie OF ROLL IN A ROW NOTE: ALL HANGERS TO BE USED ON THIS PROJECT CS16 150, 14" 16 CLEAR SPAN +31" 28-8d 1235 1650 21�" 7, 40, 90 ARE TO BE TOP MOUNTED UNLESS OTHERWISE DIMENSIONS FASTENERS ON. -F AR PIN A wA A NOTED, FAILURE TO COMPLY WITH ALL NOTES MODEL ON THIS PLAN WITHOUT WRITTEN AUTHORIZATION NO. GA W " B HEADERS JOISTS AVG UPLIFT FLOOR 100 SNOW 115 ROOF 125 CODE BY A LICENSE PROFESSIONAL ENGINEER, PLACES DETAIL " 'l t0d 16d uLT. (133)(160) 10d 16d 10d 16d 10d 16d REF. ALL LIABILITIES ON THE CONTRACTOR. LUS46 18 34" 4J" 2 — 4-16d 4-16d 6076 1140 1160 — 1000 1150 1250 7, 40, 127 DETAIL "I" STD 5.._ 8 HUS210-2 14 34" 9{�" 2 8-16d 8-16d 6076 1755 2105 — 1650 1900 2065 1, 36, 84, 122 ARTJ"x12 SIMPSON DOUG-FIR LARCH/SO. PINE ALLOWABLE LOADS TAKE-UP WASHER Acceptance of these drawings does not authorize the right to build UPLIFT LATERAL CODE without the authorization g FASTENERS UPLIFT MODEL AVG (133/160) REF, N0, GA uLT. of local governing agencies,such as Suffolk County Dept.of TO RAFTERS TO PLATES TO STUDS (133) (160) F F,.HGA10KT 14 4-SDS}"x1 J" 4-SDS}"x3" 1523 435 435 1165 940 160 Health Services,Town Building Departments,DEC,FEMA,etc. Verify all conditions,codes,and requirements with such USE A MINIMUM OF ° CN W- agencies prior to construction. SP4 • COUPLER NUT TTWO 8d NAILS THIS SIDE OF TRUSS, COUPLER NUT STU 5"- SP4 TOTAL FOUR o /• • O o SE A MINIMUM OF CNW SIMPSON Bd NAILS TWO 8d NAILS THIS MTS16 STU TAKE-UP WASHER °- INTO TRUSS SIDE OF TRUSS, M T S 16 SIMPSON L S T A 21 S I M P S❑N TOTAL FOUR 7 O o HD2A °°°°o° TAKE-UP WASHER Strong-Tie 8d NAILS L S T A 21 = ®I® INTO TRUSS H U S 210-2 rih EAST END DESIGN ASSOCIATES LLC PO Box 1675 8W0 AIL °° Fi 5130 Main Balyview Road $ ANCHOR BOLTS TO ° ` 5pp Southold, Ne.w York 11971 PLATES °0 ° EIGHT °° TWO I ° 0 phone: (631;)765-1862 8d NAIL 8d NAIL o INTO INTO ° 11 II STUD Simpson Strong Tie PLATES °m° DETAIL A ® fax(631) 765 6820 E-Mail: CArmi8888@aol.com "' IdONAIL .o DETAIL "D" DETAIL "G" DETAIL "J" SHEET NAME: STUD Simpson Strong-Tie H7 Simpson Strong-Tie SIMPSON LFTA ROD SYSTEM WINDLOAD LFTA LFTA CHARTS & CALC. o oo SHEATHING NOTES: NO SUBSTITUTIONS & BP ALL SHEATHING TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF THE AMERICAN FOREST & PAPER ASSOCIATION °°,° (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. All framing hardware shown on these plans, unless otherw se indicated, is Sirnps n Stro - ie, STRONG-TIE unless otherwise indicated, is Simpson Strong-Tie, (1) SHEATHING TO BE NAILED TO CCA SILL No substitutions are approved or authorized, DETAILS (2) SHEATHING TO EQUALLY SPAN 1ST AND 2ND FLOOR BOX BEAM Due to the relationships of framing hardware to • (3) SHEATHING TO EQUALLY SPAN 2ND FLOOR AND ATTIC TOP PLATES the other components of the structure, any framing ENGINEER: NGINEER'S .-SEAL: (4) SHEATHING TO BE NAILED TO TOP PLATE hardware substitutions will render these plans 51 null and void, and will result in the installer/contractor LTP4 assuming responsibility for the design and JAMES DEERKOSKI, PE performance of the entire system, �� �� Professional Engineer LTP4 DETAIL L o 260 Deer Drive LTP4 Mattituck, NY 11952 f DETAIL licit NOTE: 631 -298-71 1 6 ALL ON HANGERS AMOUNT RS HAVE BEEN CERTIFIED E CA BY AN ENGINEER TO HAVE A CAPACITY EQUAL TO OR GREATER THAN THE Simpson Strong-Tie REQUIRED Floor-to-Floor Connections NOTE: PROVIDE SOLID BLOCKING IN ALL FLOOR JOISTS AND RAFTERS AS REQUIRED BY THE BUILDING CODE OF THE STATE OF NEW YORK, OWNERSHIP AND USE OF DRAWINGS: AND THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. These drawings and specifications including the ideas, design and arrangements represented LTP4 DETAIL "B" NOTE: therein, are the property of East End Design EAST END DESIGN ASSOCIATES, LLC. AND ITS ASSOCIATED ENGINEER HAVE NOT BEEN RETAINED TO INSURE PROPER Associates, LL,C. No part thereof shall be copied, LTP4 INSTALLATION OF ANY MATERIAL OR WORKMANSHIP PROVIDED TO THIS JOB SITE, disclosed to others or used in connection with any workor project other than for which they Simpson Strong-Tie have been prepared without written consent of Floor-to-Floor Connections East End Design Associates, LLC, PROJECT NO: SHEET INDEX: 908-2010 DRAWN BY: Aq BDKOU SCALE: AA 10 1/4" = 1'-0" DATE: 04-22-10 PROJECT TITLE & LOCATION: BOYLE A' GRICULTURE 11 11 11 1111 1 1 11 11 1111 All I 1 11 11 1 111, H 1A 0 c5ARIM r Rh EINO V A m 11"10 Iftmon RT 25 I ORIENT, NEW YORK SCTM# 1000-13-2-7.12 WORKNOTES: LLLLLIL (Notes shall be considered typical for items identified and 11 oil I LL[iu Ll 11 shall apply to all same and similar conditions or LLULLILJ locations; all locations may not be noted.) I 1 LULL I I -- IFT- - -- — T1 LJ_LLLLLLU11111 FT� L1LLLLtLLLJ1_Li_LLL1 d1_LLULtLL OL 11E I 7 0 a o 0 - — -- 6080 6080 6080 SOUTH ELEVATIONS Acceptance of these drawings does not authorize the right to build without the authorization of local governing agencies,such as Suffolk County Dept.of Health Services,Town Building Departments,DEC, FEMA,etc. Verify all conditions,codes,and requirements with such agencies prior to construction. �r4 ffinml� [[Mffrr, rmr, 11 LJN EAST END DESIGN ASSOCIATES LLC PO Box 1675 5130 Main Bayview Road Southold, New fork 11971 phone: (631)765-1862 fax(631)765-6820 E-Mail: CArm8888Qaol.com SHEET NAME: ____LLLLI_I LL I I I _L LLLIJJ LLU-U [ III NORTH / SOUTH 1 11,11 IL ILdiLLLM ELEVATION �I I- ENGINEER: ENGINEER'S SEAL: JAMES DEERKOSIKI, PE Professional Engineer ? - 260 Deer Drive r. j Mattituck, NY 111952 631-298-7116 OWNERSHIP AND USE OF DRAWINGS: I These drawings and specifications including the ideas, design and arrangements represented therein, are the property of East End Design Associates, LLC. No part thereof shall be copied, disclosed to others or used in connection with any work or project other than for which they have been prepared without written consent of East End Design Associates, LLC, PROJECT NO: SHEET INDEX: 908-2010 DRAWN BY: BDK NORTH ELEVATIONS SCALE: 1/4" DATE: 04-22-10 PROJECT TITLE & LOCATION: m R_.Z 00' 0 Y L E G " ICULTURlE DIARN RENOVATION i" RT 25 ORIENT, NEW YORK SCTM# 1000-13-2-7.12 WORKNOTES: (Notes shall be considered typical for items identified and shall apply to all some and similar conditions or locations; all locations may not be noted.) j I i i I � I j = I p I � I i -- - -- - -- O LESS THAN 30" \�_ EAST ELEVATIONS Acceptance of these drawings does not authorize the right to build without the authorization of local governing agencies,such as Suffolk County Dept.of Health Services,Town Building Departments,DEC,FEMA,etc. Verify all conditions,codes,and requirements with such agencies prior to construction. EAST END DESIGN ASSOCIATES LLC PO Box 1675 5130 Main Bayview Road Southold, New Yrork 11971 phone: (631)765-1862 fox(631) 765-6820 E-Mail: CArm8888@aol.com SHEET NAME: I EAST / WEST j � � ELEVATION I ENGINEER: ENGINEER'S SEAL: JAMES DEERKOSKI, PE ` Professional Engineer 260 Deer Drive .` Mattituck, NY 11952 pf O 631 —298-7116 �_ ,� ILJ II'� III I�=--.II !� ICI THAN OWNERSHIP AND USE OF DRAWINGS: These drawings and specifications including the ideas, design and arrangements represented therein, are the property of East End Design Associates, LLC. No part thereof shall be copied, disclosed to others or used in connection with any work or project other than for which they have been prepared without written consent of WEST ELEVATIONS East End Design Associates, LLC. PROJECT NO: SHEET INDEX: 908-2010 DRAWN BY: BDK SCALE: 104 1/4" — 1'-0" DATE: 04-22-10 PROJECT TITLE & LOCATION: BOYLE FOUNDATION TO BE FILLED IN 'a G06" m"FURE ♦ - - - - - - - - - - - - - - 14 K ICUL . ............. . . . ........................ 1 - - - - - - - - - - - - - i \ A% Rv% 0 F11 ....... BA I'M d ............... 4r r .. .... .................. ~IN I FLOOR AREA TO BE FILLED IN (2) GIRDERACIDM" ENOVATION RT 25 ORIENT, NEW YORK (CD �o o� M� (2> 2"x8" ACQ SCTM# 1000-13-2-7.12 II : :I 1 0 co 1 I i GIRDER -sP WORKNOTES: (Notes shall be considered typical for items identified and ~ shall apply to all some and similar conditions or II I1 0 3'-6 o locations; all locations may not be noted.) 1 e r; o IN 0 4" o 1 1 r ' 1' 10'-10" 5' 5' 11'-5" 5' 11'-5' 2'-3" • 1 1 � � � I � I � I � I � � I r. `F -'? 1- ••a� 1-•'• ;�1 1.-'....�.:!� � ' I 'l I �,�1 ;;•I I:.II�;I C���1 I:,I�J�:J r::'�[L�l' �1;;' IIa.a:.fu . 2X6 WALL 2X6 WALL 2X6 WALL 9-:- � . -T N 1i it EXISTING - - - - - - - - - - - - - - - - 1 16x 8' 16x 8" III 4" CONC. FTG. CONIC. FTG. 1 1 I I 1 GARAGE o 1 4" P.C. SLAB o N 4' W/10/10 WWM. EXISTING STEEL GIRDER I Lnico rn o C 1 4-1/2" P.C. SLAB x I 1 1 I 2-LAYERS OF J" CDX 2x6 STUDS-16"oc, o :U 1 1 oN :::: 1 OR 1-1/2" CORRUGATED 2x10 BLOCKING t.. , N CRAWL SPACE i METAL DECKING. 2x4 CONC. BOX '' o_ 1 4' 100 GPI 40 x 9-1 2" (2)2x6 SILL BM, BM. 1 16" 0 F.J. / PROVIDE FLASHING OVER ♦ POC. _ POC, I 8" FOUNDATION 1 ' I W/ 4" WIDE SHELF co ICE AND WATER SHEILD F';.: NEW 4DIA. SCHEDULE MEMBRANE i 3 1 x 9 " x;.: 3 1q" x ::'.1 (�j" x 9 " "SEE DETAIL" "3' LVL GIRDER • : .. ;; LVL GIRDER LVL GIRD R ' r #40 STEEL COLUMN �..y NEW TILE FINISH "x18" ANCHOR BOLTS, • LL NEW 8" FOUNDATION - J • I 1 �� NEW 6" PC, SLAB - NEW NEW INSULATION 2x4 KEYWAY 2 2 O24"x1 -.• :.. . ' ;..:` '; " ° .•:<.:. '.• NEW 2" RIGID INSU i�> 4 NSLWAB � DAMPROOFING 4"x24"x12" 4"x24"x12" 1 •: 1 . , ..r:.. .. •.. ..,. .. ...'.. .a•... .�_. .. FOOTING F EXISTING 4' SLAB `V 1 ~ ANCHOR BOLT i 4" P.C. SLAB CD 1 1 Ico NEW 16'x 8" FOOTING a-) L� W/10/10 WWM. —2 (4) #5 REBAR E.W. VERIFY ALL FOOTINGS MIN, NEW 16"x 8" FOOTING " Acceptance of these drawings does not authorize the right to build I 'I 3'-0" BELOW FINAL GRADE p g 1 NEW 24"x 24"x 12" FOOTING VERIFY ALL FOOTINGS MIN. d- .° CRAWL SPACE 1 without the authorization 3'-0" BELOW FINAL GRADE E N ' of local governing agencies,such as Suffolk County Dept.of N I . .I (AT BOTTOM OF THE STAIRS) 4' Health Services,Town Building 1 " , Departments,DEC, FEMA,etc. Verify all conditions,codes,and -�� requirements with such 1 — — — — — — agencies prior to construction. B 2X6 WALL 2X6 WALL 2X6 WALL . \ 4' 8' - - - - - - - - - - - - - — - - - COLUMN DETAIL DETAIL SECTION E DETAIL SECTION F - - - - -� - - - - - - - - - - I ♦ PROVIDE � 16"x 8" PROVIDE 30"W x 36"H 30"W x 36"H CON - - — — — C. FTG, •• ACCESS ACCESS - LZ �' WALL CONC FTG. UTILITY ROOM �j FOUNDATION 1 I \ G B VERIFY CONCRETE WALL BELOW C VERIFY CONCRETEBELOW C ...• I ®® SLAB ON 16"x 8" CONC. FTG. SLAB ON 16"x 8" CONC. FTG. OPENING FOR 24' MIN. OF 36" BELOW FINAL GRADE. MIN. OF 36" BELOW FINA- GRADE. 3068 EXT. R. " CDX EXTERIOR sHCDTHINGTERIOR - - - - - - - - - - - - - - - - - - - J I EAST END DESIGN ASSOCIATES LLc SHEATHING 2x6 STUDS-16"oc. " DBL 2x6 ACQ SILL - - - - - - - - - - - - - - - - - - - So Rox thold, 5 5130 Main Ba i DBL 2x6 AC SILL g� ew Road 2x6 STUDS-16"oc. ( ) Q NEW 8' P.C. WALLS Southold, New NEW 8 P.C. WALLS 1-1/2 SILL 1 1-1 2 SILL F "4 ALL O FOOTING VERIFY E Maiphone CArm8888@aol.com I 8" FOUNDATION ALL FOOTINGS MIN, 3'-0" fax(631)765-6820 / NEW 6" P.C. FLOOR I I 1 I BELOW FINAL GRADE NEW 6" P.C. FLOOR W/10/10 6x6 WWM. , 24" CONC. APRON-\ W/10/10 6x6 WWM. I STEPPED FOOTINGS STEPPED FOOTINGS I :� I SHEET NAME: n VC1f 2x KEYWAY 2x KEYWAY 1 M REMOVE TOP COARSE AND PROVIDE REMOVE TOP COARSE AND PROVIDE 1 I 00 NEW FOUNDATION 16"x 8" FOOTING VERIFY 16"x 8" FOOTING VERIFY ~ / / ` NEW CONIC. SLAB W 10 10 6x6 WWM 1 EW CONC. SLAB W 10 10 6x6 WWM. / / ALL FOOTINGS MIN. 3'-0' ALL FOOTINGS MIN. 3'-0 00 „ r BELOW FINAL GRADE BELOW FINAL GRADE i 1 ' LOADING DOCK LOADING DOCK 4' 1 r ADDITION C) 00 COMPACT FILL D COMPACT FILL I 1 AND D ETAI L DETAIL 4r 1 t 1 ~ 4" P.C. SLAB �4" P.C. SLAB 1 I EXISTING FOUNTION ,^.\\ TI O N A SECTION B I W/10/10 WWM. V� W/10/10 WWN1. SECI ENGINEER: ENGINEER'S SEAL: r L_ — — — — — — — — — — — — 10' I •— — —\ — — — — — — — — 4 r ;7 r ••. 1 JAMES DEERKOSKI, PE L 1 — — — — — — — — — — — — Professional Engineer . .. ` 1 4' - - - - — cn 4 1 � 260 Deer Drive 1 " 1 Mattituck, NY 11952 STEPS :r 11'-6 ', 2X10 BASE NAILER 13'-6' I— - - - - - —� - - L_ _ _ - - - - _ - - J 1 631-298-7116 1 4 t . 1 •n ICE AND WATER SHEILD ;. . 2X6 PERIMETER BM. 20" PVC TRIM COIL L _ _ _ 6" P.C. FLOOR Jx 12 AZEK SKIRT BOARD OWNERSHIP AND USE OF DRAWINGS: INFLOOR HEATING 4" COMPACTED BLUESTONE SCREENINGS 2" RIGID INSULATION 4" CONC, SLAB W/10/10 6/6 WWM, 35 -04 36 -14 These drawings and specifications including the 6" COMPACTED CONCRETE AGGRATE C D (` ideas, design and arrangements represented EXISTING CONC. FLOOR COMPACT FILL l� therein, are the property of East End Design STACKED STONE, PATIO WALLS Associates, LLC. No part thereof shall be copied, 2" BLUESTONE CAP disclosed to others or used in connection with Ar IL FOUNU TION PLAIMany work or project other than for which they • a • t NEW 8" P.C. PATIO FOUNDATION WALLS NEW 8' P.C. PATIO FOUNDATION WALLS have been prepared without written consent of �- East End Design Associates, LLC. 2X6 SHOE _ - NEW 4" CONIC. SHELF (STONE) f—NEW 4 CONC. SHELF (STONE) ANCHOR BOLT _ = - NEW 12" P.C. PATIO FOUNDATION WALLS EXISTING CONCRETE BLOCK WALLS PROJECT NO: SHEET INDEX: EXISTING CMU. FOUNDATION _ 4" ' NEW POURED CONCRETE FOUNDATION WALLS —2010 • ,. ,. 1'--¢ ; NEW 12" P.C. PATIO FOUNDATION WALLS EXISTING 16"x 8" FOOTING - - - - ,r NEW 20"x 8" FOOTING �1' NEW 20"x 8" FOOTING DRAWN BY: VERIFY ALL FOOTINGS MIN. VERIFY ALL FOOTINGS MIN. FL- 3'-0" BELOW FINAL GRADE ' \ ' VERIFY ALL FOOTINGS MIN. ON AN rM 3'-0" BELOW FINAL GRADE EXISTING CONCRETE FOUNDATION WALLS TO BE REPLACED BDK �1 _g J`lr_B"� 3'-0" BELOW FINAL GRADE SCALE: DETAIL SECTION C EXISTING CONCRETE LOWER FOUNDATION WALLS TO BE REPLACED � � � � • � DETA � SECTION D DATE: 04-22-10 PROJECT TITLE & LOCATION: Bk 0 Y L E 108'-8' 4 4'-8" -52• I _32, -4' T---3'-72' _7 A4 GRCULTUFRIE _4, _12, _34, 3,_72, _72, 11'-54' G oAKN NOTE: 1 NOTE: 1 NOTE: 1 NOTE: 1 NOTE: 1 NOTE: 1 NOTE: 1 NOTE: 1 NOTE: 1 NOTE: 1 NOTE: 1 N TE: 1 r% En NOVATIONN .-AJ CW 14R .-IN CW 14L C 135R CW 14R —IN CW 14L CW 14R -SIN CW 14L C 135L CW 14R —IN CW 14L CW235 -SIN -1N 135L u, Lp U.) Un, RT 25 1 `r 32" 32 32 32, s ooM E ORIENT, NEW YORK 52� 1" I I " I � IN SCTM# 1000-13-2-7.12 23'-6- 12 12' 11 114 12 52" �- • 2 5 2 51. u> cu ° Co N STORAGE 10 o 2 -0 0 N STORAGE 00 -o —,�, WORKNOTES: w GP165 x 14" @12"oc. T ROOM ��N Co T 6q ROOM �qN T 2668 (Notes shall be considered typical for items identified and U) I co I I I shall apply to all some and similar conditions or locations; all locations may not be noted. = BARN STORAGE AREA • O O (D � w �N y ) 0 ti . O 1V I -I� O I CID O Ln K) z z z z O Q J 5' °° =1 5' z u� � STORAGE ROOM ;� STORAGE ROOM 0 STORAGE ROOM ;� 1,11117 STORAGE ROOM BARN STORAGE AREA CX O .-IN O O -1N O (� � N N N N • NN Co C L • C L 00 oo C L r'C L ao CO —__�Cu c0 CO ---SIN (0 , 1. O 0" O O 0� O 1 - 2 PROVIDE ATTIC o� N 1 0� o� N 1 0T STORAGE 52" -SIN STAIRS INSURE i 32" i i 32" i ROOM PULL DOWN -1N -101" -101" �� -101" -101" i� STAIRS REST 4 t0N w ON PLATFORM 2868 2868 2868 2868 • • 00 M �' O N � PASSAGEWAY PASSAGEWAY PASSAGEWAY �, z 1'-1 10'-5' 1' -4' 1' 10'-5" 1'- - 4' 1' 10'-5" 1 --4' 10'-5" 4 15'-104" 32 0 A - EXISTING STEEL BEAM - EXISTING STEEL BEAM EXISTING STEEL BEAM r;IN .N `0 CD •'; BARN STORAGE AREA IN , N a ^" GP165 x 14" @12"oc. HALF WALL HALF WALL HALF WALL HALF WALL O MI"T x I �� IT MIS rr 0 1'-74' co 52" HALF WALL � LLJ —IN , NOTE: 1 NOTE: 2 = o TOP OF WINDOW TO BE SET AT TOP OF WINDOW TO BE SET AT THE SAME HEIGHT AS 3068 DOOR THE SAME HEIGHT AS 3068 DOOR (SILL OF DOOR TO BE RAISED TO (SILL OF DOOR TO BE RAISED TO '�T Acceptance of these drawings does not authorize the right to build GP165 x 14' @12"oc'ry LEVEL OF NEW SLAB) LEVEL OF NEW SLAB) X X o without the authorization o , U Z of local governing agencies,such as Suffolk County Dept.of a BARN STORAGE AREA BARN STORAGE AREA BARN STORAGE AREA Health Services,Town Building _ v ,j Departments,DEC,FEMA,etc. Verify all conditions,codes,and o� w requirements with such a_ ' X O agencies prior to construction. Q BARN STORAGE AREA co 1 -84 v z 52, X _I00 NOTE: 3 NOTE: 4 j TOP OF WINDOW TO BE SET AT TOP OF WINDOW TO BE SET AT 1, �, -� THE SAME HEIGHT AS 6080 DOOR 14" BELOW THE HEIGHT OF THE 5� 9' (SILL OF DOOR TO BE RAISED TO 6080 DOOR (SILL OF DOOR TO BE HALF WALL _ ©© LEVEL OF NEW SLAB) RAISED TO LEVEL OF NEW SLAB) -ln, B u, 5 " EAST END DESIGN ASSOCIATES LLC .SIN N PO Box 1675 5130 Main Bayview Road 00 Southold, New York 11971 CXW16L CXW16R CXW16R C C o phone: (631) 765-1862 o� NOTE: 4 NOTE: 4 NOTE: 4 o� BARN UTILITY AREA '� z ,N fax(6L 1CArm8888@aol.com G B in SHEET NAME: 1 J"x 1 1 LLVL HD Z2 1 j"x 117 LVL H 1 J"x 1 1 VL H CXW16L 6080 DIDCXW16R ^In CXW16L 6080 DID CXW16R inN CXW16L 6080 DID CXW16R �n A31 A31 Lin NOTE: 3 NOTE: 3 NOTE: 3 NOTE: 3 NOTE: 3 NOTE: 3 NOTE: 3 NOTE: 3 NOTE: 3 NOTE: 2 NOTE: 2 FLOOR PLAN -24' ^' 3'-91' '-114" 5'-6" 5'-6" 9'-92' 5'-6' S'-6" 9'-92' S'-6' 5'-6' -112" 5'-6" 11'-13, S'-6' 4' 2'-64' 22'-14' 108'-8' ENGINEER: GINEER'S SEAL: I e� I I `I LOADING PLATFORM LTFORM LOADING PLATFORM JAMES DEERKOSKI, PE Professional Engineer ; m co { ` I co CC) 260 Deer Drive Mattituck, NY 11952 x f� cx, 631 -298-71 16 V ALL HEADERS NOT NOTED ALL HEADERS NOT NOTED ARE TO BE (2)2x10 ARE TO BE (2)2x10 OWNERSHIP AND USE OF DRAWINGS: These drawings; and specifications including the and .D ideas, design are nth�e property eofeEastnts represented End Design m Associates, LLC. No part thereof shall be copied, t0 disclosed to others or used in connection with any work or project other than for which they have been prepared without written consent of East End Design Associates, LLC, PROJECT NO: SHEET INDEX: EXISTING WALLS 13'-6' 13'-98" — 13'-98' 13'-6" 908-2010 2'-64" DRAWN BY: FERRMNEW OR REBUILT EXTERIOR WALLS BDK SCALE: 0 ^ 1/4" = 1'-0" C D C DATE: 04-22-10 PROJECT TITLE & LOCATION: INSURE ALL PLYWOOD SHEATHING BOYLE IS GAPPED @J" FOR EXPANSION 2x10 RIDGE 5J"x 24" GIRDER MADE FROM 24 GRICULTUR81E (2)1 J"x9A" LVL's AND (2)1 J"x14"LVL's AND (3) LAYERS OF J" PLYWOOD AND 1j"x 11j" LVL LEDGER. (STAGGER LVL JOINTS WITH 4" PLYWOOD SPACERS. " CDX ROOF SHEATHING 2x4 SUPPORTS ALL MATERIALS TO BE GLUED AND NAILED) BAF'I` N 2x 6—24" oc ROOF RAFTERS 2xE SUPPORTS CLOSED CELL SPRAY FOAM INSULATION FRENOVATION 2x 10—16"oc ROOF RAFTERS RT 25 2x6 / 2x4 STRONGBACK J" CDX ROOF SHEATHING 15# FELT ORIENT, NEW YORK MATCH EXISTING ROOF SHINGLES MATCH EXISTING ROOF SHINGLES 2x8-24"oc. CEILING-JOISTS CDX SHEATHING 1 "x11 " LVL FLUSH BEAM SCTM# 1000-13-2-7.12 2x6 RAFTER PACKING WI40x11 JOISTS 2x8— 16" oc CEILING JOISTS WORKNOTES: MATCH EXISTING ROOF SHINGLES CDX GUSSET I — (Notes shall be considered typical for items identified and 15# FELT R-30 INSULATION shall apply to all same and similar conditions or CDX ROOF SHEATHING I I WINDOW 2x6 STUDS —16"oc locations; all locations may not be noted.) 2x 10— 16"oc ROOF RAFTERS I I R.O. HGT, J" CDX SHEATHING EXISTING WALL TO BE REMOVED 1x12 BOARD AND BATTON SIDING m tnI° INTERIOR WALLS AND CEILINGS TO 30# FELT OR APPROVED EQUAL �i BE COVERED WITH " GYPSUM 110INTERIOR WALLS AND CEILINGS TO IN 51, till51, BE COVERED WITH 4" GYPSUM �1 CD R-19 INSULATION 2 7,_9, 2 V.I.F. NR22 GALV, I I 4.0" EXISTING CONC. SLAB STEEL DECKING I I 2x6 SHOE 2x6 ACID SILL GPI 40 x 9-1/2" @12 oc, F.J. 2x6 TOP PLATE 2x6 TOP PLATE " ANCHOR BOLTS 2x6 STUDS —12"oc PROVIDE ACCESS (3)1j" x 9�" LVL GIRDER 2x6 STUDS —12"oc 8" CMU FOUNDATION 2x6 SHOE 2x6 SHOE 2x6 ACQ SILL ��3 " CEMENT FILLED 2x6 ACQ SILL STEEL COLUMN PROVIDE WATERPROOF FTI4' PC. SLAB BONDING COATING TO 8" FOUNDATION 16"x 8" FOOTING ALL EXPOSED FOUNDATION DAMP PROOFING 16"x 8" FOOTING 16"x 8" FOOTING NEW 24"x 24"x 12" FOOTING 16"x 8" FOOTING UNDER NEW COLUMNS VERIFY ALL FOOTINGS VERIFY ALL FOOTINGS M MIN. 3'-0" BELOW IN. 3'-0" BELOW FINAL GRADE FINAL GRADE CROSS SECTION E_ Acceptance of these drawings does not authorize the right to build without the authorization of local governing agencies,such as Suffolk County Dept.of Health Services,Town Building Departments,DEC,FEMA,etc. Verify all conditions,codes,and requirements with such agencies prior to construction. INSURE ALL PLYWOOD SHEATHING IS GAPPED @�6" FOR EXPANSION 2x 6—24"oc ROOF RAFTERS WITH 2x6-24"oc. RAFTERS (2)2x6 TOP PLATES SISTERED BENEATH EXISTING = WITH J" PLYWOOD GUSSETS ®® EACH SIDE AS NOTED. 2x6 STUDS —16"oc CLOSED CELL SPRAY FOAM INSULATION " CDX ROOF SHEATHING _EAST END DESIGN ASSOCIATES, LLC 2x4 RIDGE POLES 24"oc. PO Box 1675 2x6 / 2x4 STRONGBACK 5130 Main Baryview Road CLOSED CELL SPRAY Southold, New York 11971 CLOSED CELL SPRAY FOAM INSULATION phone: (631) 765-1862 FOAM INSULATION fax(631)765-6820 2x 10— 16"oc ROOF RAFTERS E-Mail: CArm,8888@aol.com 2x10 CEILING JOISTS 24"oc. " CDX ROOF SHEATHING SHEET NAME: CLOSED CELL SPRAY 15# FELT FOAM INSULATION MATCH EXISTING ROOF SHINGLES 2x4 RIDGE POLE CROSS SECTIONS 2x4 RIDGE POLE 2x6 / 2x4 STRONGBACK DBL 2x6 RAFTER PLATE DBL 2x6 TOP PLATE WINDOW INTERIOR WALLS AND CEILINGS TO CDX SHEATHING 1x8 FASCIA ENGINEER: NGINEER'S SEAL: R.O. HGT. I BE COVERED WITH GYPSUM 2x10 CEILING JOISTS-16"oc. 1 x6 T&G PINE SOFFITS R-30 INSULATION R IODO GT. JAMES DEERKOSKI, PE a 2x6 PLATES BOLTED TO EXISTING STEEL BEAM " CDX SHEATHING Professional Engineer ' 2x6 STUDS —16"oc 2x6 STUDS —24"oc " CDX SHEATHING 260 Deer Drive � - r:ico Mattituck, NY 11952 1x12 BOARD AND BATTON SIDING ~N -�icu UICU iioo °1 1x12 BOARD AND BATTON SIDING 631 -298-7116 ° F 4.0" EXISTING CONC. SLAB CD00 R-19 INSULATION OR CLOSED CELL NEW 3" DIA. STL. R-19 INSULATION OR CLOSED CELL SPRAY FOAM INSULATION COLUMN BOXED SPRAY FOAM INSULATION 30# FELT OR APPROVED EQUAL 4.0" EXISTING CONC. SLAB OUT INTERIOR WALLS AND CEILINGS TO 30# FELT OR APPROVED EQUAL OWNERSHIP AND USE OF DRAWINGS: 2x6 FLOOR PERIMETER PLATE BE COVERED WITH GYPSUM 2x6 FLOOR PERIMETER PLATE 2x6 ACQ SHOE 2x6 ACQ SHOE These drawings and specifications including the TOP OF LOADING DOCK ideas, design and arrangements represented PROVIDE FLASHING AT therein, are the property of East End Design SILL AND LOWER PORTION 8" CMU FOUNDATION Associates, LLC. No part thereof shall be copied, 'x OF SHEATHING NEW 24 2 12" FOOTING STEEL UNDER NEW STEEL COLUMNS PROVIDE WATERPROOF BONDING disclosed to others or used in connection with 8" CMU FOUNDATION COATING TO ALL EXPOSED FOUNDATION any work or project other than for which they have been prepared without written consent of East End Design Associates, LLC. 16"x 8" FOOTING 16"x 8" FOOTING VERIFY ALL FOOTINGS VERIFY ALL FOOTINGS PROJECT NO: SHEET INDEX: MIN. 3'-0" BELOW MIN. 3'-0" BELOW FINAL GRADE CROSS SECTION FINAL GRADE 908-2010 FD RAW N BY: BDK SCALE: Al 07 1/4" = 1'-0" DATE: 04-22-10 PROJECT TITLE & LOCATION: BOYLE AGRF" ICULTURE (6)2xl2's W/4 LAYERS OF J" PLYWOOD GLUED NAILED @ 8 oc. CONTINUOUS RIDGE VENT BAb-%IM (6)2x12's W/4 LAYERS ;2)2x6 TOP PLATES OF J" PLYWOOD GLUED 2x8— 16" oc ROOF RAFTERS NAILED @ 8"oc. Rm" ENO 0 V A T 10 N 2x 10— 16" oc ROOF RAFTERS 71, (6)2xl2's W/4 LAYERS (2)2x6 TOP PLATES ! 2 OF 4" PLYWOOD GLUED RT 25 2XE 16"oc 14' . NAILED @ 8"oc. (6)2xl2's W/4 LAYERS ORIENT, NEW YORK OF J" PLYWOOD GLUED r r— — — NAILED @ 8"aa. I I .�- „ SCTM# 1000-13-2-7.12 2x10- 16 oc ROOF RAFTERS 2x8—16" oc ROOF RAFTERS cii� _ o I I ATTIC jr WORKNOTES; SOLID ^ I I I I STORAGE 72• (2)2x6 TOP PLATES (Notes shall be considered typical for items identified and LII BLOCKING I I I I AREA g�OCDKING shall apply to all same and similar conditions or L — — — _ J 2x6 SUB—FASCIA locations; all locations may not be noted.) " CDX " CDX 4° CDX SHEATHING SHEATHING SHEATHING 1x8 FASCIA -7 16" SOFFIT GP165 x 4" @12'oc. GP165 x 14" @12'oc. GP165 x 14' @12"oc. 2x6 SHOE R-30 INSULATION 2x6 FIRESTOP 34"x14" APB.. HEADER 34"x9�" APB. HEADER 34"x94" APB. HEADER =iao 2x6 STUDS —24"oc m L0i0! i 1x12 BOARD AND BATTON SIDING r, 30# FELT OR APPROVED EQUAL R-19 INSULATION FINAL BARN FLOOR HEIGHT FINAL BARN FLOOR HEIGHT FINAL BARN FLOOR HEIGHT LINE OF EX. BARN FLOOR LINE OF EX. BARN FLOOR LINE OF EX. BARN FLOOR 2x6 ACQ SHOE 8" CMU FOUNDATION NOTE: TOP TWO COURSES OF 8" CMU FOUNDATION ARE TO 16"x 8" FOOTING BE FILLED SOLID VERIFY ALL FOOTINGS MIN. 3'-0" BELOW FINAL GRADE C M' OSS SECTION Acceptance of these drawings does not authorize the right to build without the authorization of local governing agencies,such as Suffolk County Dept.of Health Services,Town Building Departments,DEC,FEMA,etc. Verify all conditions,codes,and requirements with such agencies prior to construction. 01 ©in EAST END DESIGN ASSOCIATES LLc PO Box 1675 5130 Main Bayview Road Southold, New York 11971 phone: (631)765-1862 fax(631)765-6820 E-Mail: CArm8888@aol.com SHEET NAME: CROSS SECTION ENGINEER: ENGINEER'S SEAL: JAMES DEERKOSKI, P Professional Engineer :. s � r 260 Deer Drive Mattituck, NY 11952 631 -298-71 1 6 OWNERSHIP AND USE OF DRAWINGS: These drawings and specifications including the ideas, design and arrangements represented therein, are the property of East End Design Associates, LLC. No part thereof shall be copied, disclosed to others or used in connection with any work or project other than for which they have been prepared without written consent of East End Design Associates, LLC, PROJECT NO: SHEET INDEX: 908-2010 DRAWN BY: BDK SCALE: Al 08 1/4" = 1'-0" DATE: 04-22-10