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HomeMy WebLinkAbout37175-Z yz jfFD4 Town of Southold Annex 1/10/2013 SUFFO(�c� a, P.O.Box 1179 54375 Main Road co Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 36111 Date: 1/10/2013 THIS CERTIFIES that the building COMMERCIAL ADDITION Location of Property: 700 Hummel Ave, Southold, SCTM#: 473889 Sec/Block/Lot: 63.-2-30.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 4/13/2012 pursuant to which Building Permit No. 37175 dated 4/27/2012 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: repair in kind an existingstorage torage buildingrof(50.8'X 38')and alterations as applied for. The certificate is issued to Suffolk County IDA (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 37175 1/2/13 PLUMBERS CERTIFICATION DATED X �0`rizedSi�gnaeure TOWN OF SOUTHOLD BUILDING DEPARTMENT y 2 TOWN CLERK'S OFFICE • SOUTHOLD, NY 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#: 37175 Date: 4/27/2012 Permission is hereby granted to: Suffolk County IDA 100 Veterans Memorial Hwy Hauppauge, NY 11747 To: repair in kind an existing storage building roof(50.8% 38') At premises located at: 700 Hummel Ave, Southold SCTM # 473889 Sec/Block/Lot# 63.-2-30.1 Pursuant to application dated 4/13/2012 and approved by the Building Inspector. To expire on 10/27/2013. Fees: NEW COMMERCIAL, ALTERATION OR ADDITIONS $1,025.20 CO -COMMERCIAL $50.00 Total: $1,075.20 Building Inspector o Form No.6 � TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: I. 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- $100.00 J. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 Date. A New Construction: Old or Pre-existing Building: _ (check one) Location of Property: 11 Vk YV)MEL 1 �J` 5 U(A_)I*} ) House No. Street Hamlet Owner or Owners of Property: w G V L L L Suffolk County Tax Map No 1000, Section Block 6 Z Lot �� I Subdivision Filed Map. . Lot: Permit No. �j°�,j Date of Permit. 21 a7 j L Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ Applicant Signature o�*pF SO(/T�ol Town Hall Annex ~ Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 • Q roger.riche rKED-town.Southold.ny.us Southold,NY 11971-0959 COUNT`I,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Towbee LLC Address: '700 Hummel Ave City: Southold St: NY Zip: 11971 Building Permit#: 37175 Section: 63 Block: 2 Lot: 30.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Frohnhoefer Electric Co In(License No: 962-me SITE DETAILS Office Use Only Residential Indoor X Basement Service Only Commerical X Outdoor 1st Floor X Pool New Renovation X 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 25 Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel 60a A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 2 Twist Lock Exit Fixtures 11 TVSS Other Equipment: 2-paddle fans, 5 metal halide fixtures Notes: Inspector Signature: Date: Jan 2 2013 81-Cert Electrical Compliance Form.xls --- ---- ------------ 7��- ��pF SOUry� h� l0 �O '�Oly 0 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION . [ ] FOUNDATION 1ST [ ] ROUGH PLOG. [ ] FOUNDATION 2ND [ ] INSULATION. [ �FRAIVIING/STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: c Ze ./' DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ' . . [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] 1 LATION ] FRAMING/STRAPPING [ , FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS:O 4� � r J J DATE INSPECTOR SO(/r�olo ; enutml �. TOWN OF SOUTHOLD BUILDING-DEPT. 765-1802 INSPECTION [ ] FOUNDATION .1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION. [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR t SO -717 '_. TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] 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: DATE 1 13 INSPECTOR TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. y 71L51 Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined vL ,20 D Single& Separate Storm-Water Assessment Form APR 1 > 2012 Contact: Approved �� 20� Mail to: Disapproved a/c BLDG.DEPT. TOWN OF SOUTHOLD Phone: Expiration ,20J Building Inspector APPLICATION FOR BUILDING PERMIT Date / , 20 � INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name, if a corporation) Py i36� 11—)v So 4 l flux JUG ► i irl (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder OWN Name of owner of premises 10 K/6 cc L C (As on the tax roll or latest deed) If p icant is a co i ration siQ re of duly authorized offic r 31^ PO t- (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work wil�be done: —700 1-4gM 01=-- / 048066i� House Number Street ow NMI of f G �u' County Tax Map No. 1000 Section ltw* nol Lot . 1 Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy 0 01 A(sue b. Intended use and occupanc l 3. Nature of work(check which applicable): New Building Addition Alteration Repair i Removal Demolition Other Work tq 3 2-0 (Description) 4. Estimated Cost I S Q(,(� Fee i i Z 5. .(To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify-nature and extent of each type of use. 7. Dimensions of exiting structures, if any: Front ..5.(�_'._. IU Rear `� I '1 Depth g , Height V Number of Stories I r l � I � Dimensions of sane structure with alterations or additions: Front �� IU Rear V !U Depth 11b13 Height 22 Number of Stories i 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front 9 6 Rear G Depth G 10. Date of Purchase 11/Z000—Name of Former Owner S o Li -)N U L O L U W 6 11. Zone or use district in which premises are situated L 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO J� Will excess fill be removed from premises? YES NO PO 150'(- 11,1 Z 14. Names of Owner of premises '► 7tV AEE- 1,Le- Address 50411400. N y Phone No. -76 3-5 66 0 Name of Architect OAK A 55UC 1 A"Y', Address 606 Al 0(X0I , Kj 14 6 Phone No -765- )e62 Name of Contractor N)IR ]ZE14L Address 23� ' �1vi:, 6P-*A 0-)Phone No. `I71 — 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO__,X * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) �AVY1 c--) Py L E-\ being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the Cu k P 6 er 1 Cc� (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized'to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this 1 1 '- day of C', k now/1dNC -1 0f rlDtlt 0.wkyL U- OLQ�� - ~NO.01AM1 flNZ Notary Publicp �C g �E�N I - I-�S Signature of A pp licant GELD11!T$PE,., N3tEP T DATA CMN ID TS. FOUNPATION OST) t • ram . FOUNDATION(2ND) • � o ROUGH MAAWCr& PLUMBING r c o INS'ULAZZON P39A N.Y. STATE EGY CODE d C ADDITIONAL.COAMNTS +. 3,p ioo— • t ,r, l I I 4. Town of Southold Erosion, Sedimentation & Storm-Water Run-off ASSESSMENT FORM PROPERTY LOCATION; S.C.T.PA_#: THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A ! !�r" (®bo 6'5 02- ,1 STORM WATER,GRADING,DRAINAGE AND EROSION CONTROL PLAN I i -b sT Tct -Mllbon —x. — —:Ft CERTIFIED BY A DESIGN PROFESSIONAL iN THE STATE OF NEW YOiiK. 3 j SCOPE OF WORK - PROPOSED CONSTRUCTION ITEM# / WORK ASSESSMENT' Yes No I � i a. What is the Total Area of the Project Parcels? (Include Total Area of all Parcels located within Will this Project Retain Ali Storm Water Run-Off Generated by a Two(2")Inch Rainfall on Site? ` the Scope of Work for Proposed Construction) (This item will Include all nin-off created b site b. What is the Total Area of Land Clearin (S.F./Acres) y g clearing and/or construction activities as well as all and/or Ground Disturbance for the proposed Site Improvements and the permanent creation of construction activity? (s.F./acres) impervious surfaces.} 2 Does the Site Plan and/or Survey Show All Proposed i PROVIDE BRIEF PROJECT DESCR�3TON{P-8.AddtriarrAPagesasNaeded) Drainage Structures Indicating Size&Location?This . 1\ c'PL A L2 2 Item shall include all Proposed Grade Changes and i VU Slopes Controlling Surface Water Flow. $ Does the Site Plan and/or Survey describe the erosion and sediment control practices that will be used to ❑ control site erosion and storm water discharges. This item must be maintained throughout the Entire Construction Period, 4 Will this Project Require any Land Filling,Grading or i Excavation where there Is a change to the Natural Existing Grade Involving more than 200 Cubic Yards I of Material within any Parcel? 5 Will this Application Require Land Disturbing Activities i. Encompassing an Area In Excess of Five Thousand j (5,000 S.F.)Square Feet of Ground Surface? IS Is there a Natural Water Course Running through the Site? Is this Project within the Trustees jurisdiction ! j General DEC SWPPP Requirements: or within One Hundred(IOU)feet of a Wetland orEP< i Submission of a SWPPP Is required for all Const=ilon activities involving soil Beach? disturbances of one.(1)or more acres; including disturbances of less than one acre that l are part of a larger common plan that will ultimately disturb one or more acres of Land; T Will there be Site preparation on Existing Grade Slopes ❑ 1" i including Construction activities involving soil dislurfrancas of Less than are(1)acre where which Exceed Fifteen(15)feet Of Vertical Rise to j I One Hundred(100')of Horizontal Distance? the DEC has determined That a SPDES permit Is required for storm water discharges. I. (SWPPP's Shall meet the Minimum Requirements of the SPDES General Permit 8 Will Driveways,Panting Areas or other Impervious ! for Storm Water Discharges from Construction activity-Permit No. 010-001-) Surfaces be Sloped to Direct Storm-Water Run Off 1.The SWPPP shall be prepared prior to the submittal of the NOI.The NOI staff be into and/or in the direction of a Towiht i submitted to the Department prior to the commencementn right-of-way? of construction activity_ .. 2 The SWPPP shall describe the erosion and sediment control practices and where 9 Will this Project Require the Placement of Material, required,post-consiruction storm water management practices that will be used andfor Removal of Vegetation and/or the Construction of any constructed to reduce the pollutants in storm water discharges and to assure item Within the Town Right-of-Way or Road Shoulder compliance with the terns and conditions of this permit In addition,the SWPPP shall Area?Within Item T NOn Rig a the tnstay or of Ddv Shoulder Identify potential sources of pollution which may reasonably be expected to affect the I quality of storm water discharges NOTE: if Any Answer to Questions One through Nine is Answered with a Check Mark 3.All SWPPPs that require the post-construction storm water management practice Ina Box and the construction site disturbance Is between 5,000 S.F.&1 Acre in area, I component shag be prepared by a qualified Design Professional Licensed in New York a Storm Water,Grading,Drainage.&Erosion Control Plan is Required by the Town of i that Is knowledgeable In the principles and practices of Storm Water Management. Southold and Must be Submitted for Review Prior to Issuance of Any Building Permit. (NOTE; A Check Nark(J')andlo Answar for each Question Is Required for a Complete Application) STATE OF NEW YORK, j COUNTYOF...........................................SS That.1, ����5 .^................••••••••C••••••••-••-•••••••••• ........................being duly sacra,deposes and says that he/she is the applicant for Permit,(Name of indtvlduaf slgting Document} /�� And that he/she is the ........................................ (Owner,Contractor,Agent.Corporate Olfloa,etc.)• ........................................................... I i. Owner and/or representative of the 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 herewith. Swom to before me this; ' l .... .�y...............................day of..1:>.P::..:.1.........................20.1 a Notary Public:eC..�..1U................•- ........---•-�'�ARRIE'ANDFRSON ........................................ ............. (Signature of Applicant) FORM - 06/10 No.OIAN617'"6 CWHkIM In Suffolk Coun ! " ! My Commlllmon Expires l 5 ' � f SOtr/jyo�� Town Hall Annex Telephone(631)765-1802 54375 Main Road g Q2 P.O.Box 1179 G e roaenrichertCc own 1s)OU 1 o nV us Southold,NY 11971.0959 BUILDING DEPARTMENT I TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: CAP i j•-Jri V10C_ F��(�(c L Date: Company Name: (=2 c.•I N it g2 C L_is C a Name: m l ,ter License No.: Address: PLC g SO V 1 I-Iv L F) N � Phone No.: L JOBSITE INFORMATION: (*Indicates required information) *Name: 1 U 1 V L3 L C L,L L *Address: U 0 �J ✓1 .YV\ YVI C L. r i . � v L s v 0 '7 1�_l o L *Cross Street: *Phone No.: 7 6 5— 3 60 V/ �G I I Permit No.: 71 7 5 Z_ Tax-Map District: 1000 Section: 6Block: Z Lot; *BRIEF DESCRIPTION OF WORK(Please Pint Clearly) (Please Circle All That Apply) *Is job ready for inspection: /'� NO. Rough In iraal *Do-you need a Temp Certificate: YES O Temp Information Of needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION .82-Request for inspection Form ace IFSVVN OF SOUTHc 4WPERTY - -5/4 STREET l VILLAGE DISTRICT SUB. LOT FOR&IR OWNERsa•Lu ; Inc, N E ACREAGE 'F' d�- E ? �►�S''S'C'. �t'' �., �• /•.0.... S W r ,HYPE OF BUILDING —` RES. I SEAS. I VL. I FARM COM;M I IND: I. CB. M.ISC. LAND IMP. TOTAL DATE REMARKS 1 /l�A y hT rali Foie Tillable 1 E �O /k' /,57� ��, ? o2S� �D Tilibble, 3 Woodland ll iP 3l b add i lives �-0J f`u' a:h-6ns Sw.amp,land Brushland !g,6 . 0$ Re 3 G - :_ t,. ..Hawse Plot Tota I i Z ■■■ i■■■e■■■■■■■■■■ie 4+4� _ - --- : WORM ■-��lY:�lI■■■■■YY■■■■■■ele e■©■ei■■■------- ■■■■■■■■■■■is k.T` ink�� ."grg -..N ■■■■■I■■■■■■■■■■■■■■'� fo r, :• th• •• Bldg.M. / ® i Basement Floors Extension Extension -_ Walls • ®� Fire Place -• Extension Porch Attic Porch Rooms Ist Floor Rooms 2nd Floor Patio Breezeway • ••- -_ - • • B. ` -- '' . -R5 �111 • •: • :r . • • , r, TOWN' OF SOUTHOW VK-%0r.rml1&1 - Z. DISH SUB. LOT STREET VILLAGE )WI ER ^ E ACR. =ORti1ER OWN R N s_ l+" .Zb$ ` I c� s `A W ;TYPE OF BUILDING � S � • ' /� ES. VL. FARM COMM� CB. MISC. Mkt. Value � AS. TAL DATE REMARKS 1 LAND IMP. TO n %d l O � 5 Do / 2- k.AGE BUILD&7t SoND TIO N 'NORMAL BELOW. A' OVE EW . . 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SCPL F ^c•1 7 i Y aE �r S>aED 6.2 / T � T. o Z a 5cl 6 LPN' c4, \ o \I pP C7\ o^_ Rp4p,slpl�/� �a po9 LPNDcC e gpil- � O p APIDP1Ep COVER LOCATION CHART S �• �� ( COVER BUILDING LOCATION BUILDINIG LOCATION ice/ !�6�° `I•y AND DISTANCE AND.DISTANCE - - a CAST IRON FRAM_&GRATE-CAMPBEL'_FOUNDRY —TRAFFIC CO." 2'W-AR COURSC TO B�PI-CfEO 10' DIAME IE ToWARDS DRAIN COVER. d. 1' i:41N.h1Uh1i, MINIM .. .I aim J©Cl NUKED LOAM BROWN SILT ML pia o SN.D PNDD n 9.0' c© AN)/GRAV_L L_ ) 2'- GRCUNO WATER PALE BROWN FINE � TO COARSE SAND SW DRAIN BAS N CETAII CURB & P,4'VENEN T DETAI_ NOTE:TIIIS BUILDING AND ALL ADA L IT coMMEm: SIGNS AND RAMPS TO LANDSCAPE LIGHTING NO WATER ENCOUNTERED. CONFORM TO CHAPTER 11 BORING AT STAKE OF THE BUILDING CODE OF ADA RAMP DETAIL L.ANDSDBUSEOUVEHtANDSS(THREETIERI AREIDES USEDIMA LANDSCAPE LIGHTING, TEST HOLE DAO PREPARED BY McDONAtO GEOSCIBNCE NEW PORK STATE AND " ' INCANDESCENT,(MEAN[l0ow•) BORING DONH ON 3/171B3 1998ANSI Al17.1 SOFFiTLIGHTINIGONBUH.DING 1'FIBERBOARD SOFFIT LIGHTTNU TONE RECESSED TRLNCATED DOME EXPANSION JOINT LIGHTNG,INCANDESICENT,(MAX 73 nq TEST HOLE DATA PRUVIDbSMODTH DETECTABLE 1 TRANSInON WAKPWU W'TI'H NO LIP roux,storE Iso n RAMP AT I FLAG POLELIGIiiTING N.T.S. _i M.AX.SLOPS FLAGPOLELIGHTINU*rU �r' -._�_T•-.r—_�_ .T BE RECESSED UPLIGHT TNCANDESCEN7'(MAX:2W%) SIGN LIGHTING SIGN LIGIIDNG TO BE SIGNLITER SERIES, GRAVEL COMPACTED '� DOWNLIGUTLNG,FLUIORESCENT,(MAX 80w) RAVHL RASE --� 6 x G W W\i AT MID DEPTH- - DOOR LIGHTING. RAMP MIN.WIDTH Y-0- DOOR LIGHTING TO DIE WALL MOUNTRD, INCANDESCENT,(.HAX loos) 1 J.P. Hunter Co., Inc. Fully Licensed ft Insured Invoice 1171 East Main Street Riverhead. NY 11901 Invoice# Date (631)369 8181 Fax(631)369-8139 2270 9/20/2012 Bill To Seatow Attn: Jim P.O.Box 1178 Southold,NY 11971 Customer Phone 631-765-3660 Customer Fax 631-765-5802 Customer Alt. Phone 631-478-5124ce11 Project Rep GR Description Amount Site: Sea Tow Scope:Insulation and Gutters and Leaders Supply and install: Exterior Walls: 1/2" spray foam R-4 1,200.00 R 19 batt insulation 2,560.00 Ceiling R-30 batt insulation 1,850.00 6" Gutters and leaders 675.00 Total $6,285.00 Please reference joobsite or invoicen27 date nn a ks. Thank you. ,. ' � $-6,285.00 Balance Due $o.00 BLDG.DEPT. TOWN OF SOUTHOLD ITW Building Components Group, Inc. 13389 Lakefront Drive Earth City,140 63045 (314)344-9121 Page 1 of 1 Document ID:IUN5219-ZO421074513 URL:http://ecdrawings.alpeng.conVThird/SRSIoan.nsf/USA/96C9700794839CE686257A240044A77F Truss Fabricator: S.R. Sloan Transmitted From: seals@srsioan.com Job Identification: 391678-/SEA TOY -- 700 HUMMEL AVE SOUTHOLD, NY Model Code: IRC Truss Criteria: IRC20OB/TPI-2002(STO) Engineering Software: Alpine proprietary truss analysis software. Version 10.03. Truss Design Loads: Roof - 55 PSF B 1.15 Duration Floor - N/A Wind - 120 NH (ASCE 7-05-Closed) Notes: 1. Determination as to the suitability of these truss conponents for the structure is the responsibility of the building designer/engineer of Bruce A.Feldmann record, as defined in ANSI/TP I 1 New York License Number: 80239 2. As shown on attached drawings; the drawing-nunber is .preeeded by: ROOSR219 Details: BRCLBSUB-A1203005-OBLLETIN- Submitted by BAF 07:44:53 06-21-2012 Reviewer: BAF SS # Rof Description Drawing# Date 1 66140--T1 COMM 12173004 06/21/12 2 66141-41 CABLE 12173005 06/21/12 (391678—/SEA TOW -- 700 HUMMEL AVE SOUTHOLO, NY — T1 COMMON) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS&DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 SPF(S) 2100f-1.8E 120 mph wind, 23.46 ft mean hgt, ASCE 7-05, CLOSED bldg, Located Bot chord 2x4 SPF S 1650f-1.5E anywhere in roof, CAT II, EXP C, wind TC DL=3.0 psf, wind BC DL=3.0 Webs 2x4 SPF Stud :W2, W4 2x4 SPF(S) #2: psf. (a) Continuous lateral bracing equally spaced on member. Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-06 section 301.5. Deflection meets L/240 live and L/180 total load. Truss designed for unbalanced snow load based on Pg=40.00 psf, Ct=1.10, Plates sized for a minimum of 2.40 sq.in./piece. Ce=1.00, CAT II & Pf=30.80 psf. LL r n Q Q oQ O NQ 6 5X6= N N 10 US V) 10 3X6- 3 X 6 1-0 4X4% 4X4- a g U 5 r (a) (a) 5 7-0-1 a W2 Z N C C AI O 2X4 III 6X8= 2X4 III 4X7(A2) = 4X7(A2)= E L G u 1�P Tip � 16-0-0 _I_ 16-0-0 I D 32-0-0 Over 2 Supports 9 R=1883 U=876 W=5.5" R=1883 U=876 W=5.5" RL=233/-233 "a N t Design Crit: IRC2006/TPI-2002(STD) N PLT TYP. WAVE FT/RT=5% 0%)/3 0) 1 0 W1' 20 NY/-/1/-/-/-/F Scale =,2"/Ft. S.R.Sloan 800-366-7562 "WARNINO" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SNIPPING, INSTALLING AND BRACING.R 'c' TC LL 35.0 PSF REF R21 9-- 66140 P.O.BOX 560,New Hartford NY 13413 EFER TD BC51 (BUILDING COMPONENT SAFETY INFORMATION). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 21B NORTH LEE STREET, SUITE 37VI ALEXANORIF VA, 22314)AND WTCAESP(WOOD TRUSSPERFO COUNCIL OF AMERICAFUNCTIONS. LESS 1 Z .�2 �. TC DL 10.0 PSF DATE 06/21/1 2 ENTERPRISE LANE, MID ISON.WI 5377B)FOR SAFETY PRACTICES PRIOR TO PERFOR4ING THESE FUNCTIONS. UNLESS 7{ OTHERWISE INDICATED TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PRGPE.RLT ATTACHED RIGID CEILING. in z BC DL 10.0 PSF DRW MOUSR2 t9 12173004 —IMPORTANT**FURNISH A COPY OF THIS DESIGN 70 THE INSTALLATION CONTRACTOR. ITB BUILDING COMPONENTS GROUP, INC.SWILL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN;ANY FAILURE TO BUILD THE TRUSS BC LL 0.0 PSF MO-ENG BAF/BAF ALPINE IN CONFORMANCE WITH TPI;OR FABRICATING,HANDLING. SHIPPING, INSTALLING A BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS(NATIONAL DESIGN SPEC. BY AFAPA)AND TPI. ALPINE �80239 CONNECTOR WA PLATES ARE DE OF 2D/16/16GA(W.N/SS/R)ASTM A653 GRADE AO/6D(W. X/H,SS)GALV.STEEL.APPLY TOT.LD. 55.0 PSF SEQN- 68772 PLATES TO EACH FACE OF TRUSS AND. UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 1GOA-2. 71SuIlding Component 67. 1.c. ANY INSPECTION OF PLATES FOLLOWED BY(1)SHALL BE PER ANNEX A3 OF TP11-2OD2 SEC,3. A SEAL ON THIS FESS DUR.FAC. 1.15 FROM ma DRAWING INDICATES ACCEPTANCE-OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT FxIh City,MO63045 BUILDINGIONS OWN.DESIGNER HERSUUN5 131LI 1T µC USE OF THIS COMPONENT FOR ANY BUILDING 15 THE RESPONSIBILITY OF THE _SPACING 24.0" JREF- 1UN5219_ZO4 (391678-/SEA TOW -- 700 HUMMEL AVE SOUTHOLD, NY - G1 GABLE) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 SPF(S) 2100f-1.8E 120 mph wind, 23.46 ft mean hgt, ASCE 7-05, CLOSED bldg, Located Bot chord 2x4 SPF S 1650f-1.5E anywhere in roof, CAT II, EXP C, wind TC DL=3.0 psf, wind BC DL=3.0 Webs 2x4 SPF Stud psf. See DWGS A12030050109 & GBLLETIN0212 for more requirements. Wind loads and reactions based on MWFRS with additional C&C member Deflection meets L/240 live and L/180 total load. design. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Truss designed for unbalanced snow load based on Pg=40.00 psf, Ct=1.10, load applied per IRC-06 sect1-on-301.5_.'-__— Ce=1.00, CAT II & Pf=30.80 psf. Plates sized for a minimum of 2.40 sq.in./piece. LL n n Q Q O O O a 4X6(R) III N N V] 0) 3X6 3X6% � m 5 r 5 7-0- a D C C Al O rn 3X4(Al)= 5X6= 3X4(A1) L �g O U L 16-0-0 _I, 16-0-0LEE 32-0-0 Over 2 Supports E R=178 PLF U=52 PLF W=16-0-0 RL=15/-15 PLF R=159 PLF U=58 PLF W=16-0-0 Note: All Plates Are 2X4 Except As Shown, 2 Design Crit: IRC2006/TPI-2002(STD) N PLT TYP. WAVE FT/RT=5%(0%)/3(0) 1 Y :2 NY/-/1/-/-/-/F Scale =.2"/Ft. S.R.Sloan 800-366-7562 "NAWR1110—TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SNIPPING, INSTALLING AND BRACING. 5 TC LL 35.0 PSF REF R2 1 9-- 66141 P.O.Hox 560,New Hartford NY 13413 REFER TO BGSI (BUILDING COMPONENT SAFETY INFORMATION). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 21B NORTH LEE STREET. SUITE 312,ALENANDRIA, VA. 22314)AND WTCA(WOOD TRUSS COUNCIL OF AMERICA. 6300 ENTERPRISE LANE, MADISON.WI 63719)FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS * 1 2 * TC OL 10.0 PSF DATE 06/21/1 2 OTHERWISE INDICATED TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AM BOTTOM CHORD SWILL HAVE for: A PROPERLY ATTACHED RIGID CEILING. Q] Z BC DL 10.0 PSF DRW MOUSR219 12173005 ••INPORTANTO•FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ITW BUILDING COMPONENTS GROUP, INC.SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN;ANY FAILURE TO BUILD THE TRUSS BC LL 0.0 PSF MO-ENG BAF/BAF ALPINE IN CONFORMANCE WITH TPI:OR FABRICATING, HANDLING, SNIPPING. INSTALLING&BRACING OF TRUSSES. hp DESIGN CONFLATE WITH APPLICABLE PROVISIONS OF NOS(NATIONAL DESIGN SPEC,BY AF6PA)AND TPI. ALPINE a80239 STEEL.APPLY TOT.LD. 55.0 PSF SEQN- 68779 CONNEC70R PLATES ARE MADE OF 20/1B/16GA(W.H/SS/K)ASTY A653 GRADE 40/60(W, N/H,SS)GALV. -` PLATES TO EACH FACE OF TRUSS AND. UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 16OA-Z. CP�v�V 71BU11d1ngCcmpan@ntft&Gr.cup., Inc. ANY INSPECTION OF PLATES FOLLOWED BY(1)SWILL BE PER ANNEX A3 OF TP41-2002 SEC.3. A SEAL UPI THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DUR.FAC. 1.15 FROM ma Fertll City,MO 63045 DESIGN NNS DESIGNER THE RSUITABILITY AND SEC,USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE 2. SPACING 24.0" JREF- 1UN5219_ZO4 CLB WEB BRACE SUBSTITUTION T-BRACING THIS DETAIL IS TO BE USED WHEN CONTINUOUS LATERAL BRACING (CLB) OR T-BRACE \ IS SPECIFIED ON A TRUSS DESIGN BUT AN ALTERNATIVE WEB L-BRACING: OR BRACING METHOD IS DESIRED. L-BRACE APPLY TO EITHER SIDE OF WEB NARROW FACE. ATTACH WITH 10d BOX OR GUN (0.128"x 3.",MIN) NAILS. NOTES: AT 6" O.C. BRACE IS A THIS DETAIL IS ONLY APPLICABLE FOR CHANGING THE SPECIFIED MINIMUM OF WEB CLB SHOWN ON SINGLE PLY SEALED DESIGNS TO T-BRACING OR SCAB MEMBER LEENN OF BRACING. ALTERNATIVE BRACING SPECIFIED IN CHART BELOW MAY BE CONSERVATIVE. FOR MINIMUM ALTERNATIVE BRACING, RE-RUN DESIGN WITH APPROPRIATE BRACING. T-BRACE L-BRACE WEB MEMBER SPECIFIED CLB ALTERNATIVE BRACING SCAB BRACING: SIZE BRACING T OR L-BRACE SCAB BRACE 2X3 OR 2X4 1 ROW 2X4 1-2X4 APPLY SCAB(S) TO WIDE FACE OF WEB. 2X3 OR 2X4 2 ROWS 2X6 2-2X4 NO MORE THAN (1) SCAB PER FACE. 2X6 1 ROW 2X4 1-2X6 ATTACH WITH IOd BOX OR GUN 2X6 2 ROWS 2X6 2-2X4(*) (0.128"x 3.",MIN) NAILS. AT 6" O.C. 2X8 1 ROW 2X6 1-2X8 BRACE IS A MINIMUM 2X8 2 ROWS 2X6 2-2X6(*) 80% OF WEB MEMBER LENGTH SCAB BRACE T-BRACE, L-BRACE AND SCAB BRACE TO BE SAME SPECIES AND GRADE OR BETTER THAN WEB MEMBER UNLESS SPECIFIED OTHERWISE ON ENGINEER'S SEALED DESIGN. (*) CENTER SCAB ON WIDE FACE OF WEB. APPLY (1) SCAB TO EACH FACE OF WEB. --WARNING--READ AND FOLLOW ALL NOTES ON THIS SHEET! LL PSF REF CLB SUBST. Trusses require extreme care In fabricating,handling.shipping.Installing and bracing. Refer to and follow C�1�� SCSI(Building Component Satety Information.by TPI and WTCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise.top chord N L PSF DATE 1/1/09 shall have properly attached structural panels and bottom chord shall have properly attached rigid ceiling. Locations shown far permanent lateral restraint of webs shall have bracing installed per RCSI �p PSF D RWG BRCLBSUB 0 1 09 sections B3&87. See this lob's general notes page for more information. y ••IMPOIRFANT•• FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. C PSF ITW Building Components Group Inc.(1JWBCG)shall not be responsible for any deviation from this design, Building Components Group Inc. any failure to build the truss in conformance with TPI.or fabricating,handling,shipping,installing& ru bracing f tsses. 1TWBCG connector plates are made of 20/18/16CA(W,H/S/K)ASI'M A653 grade 27/40/60 R D. PSF (K/W/H,S)galv.steel. Apply plot..to rich face of truss,positioned es shown above and on Joint Details. C +!11 A seal on this drawing or cover page indicates acceptance and professional engineering responsibility solely for the truss component design shown. The suitability and use of this component for any building is the sponsi of the Building Designer per ANST/TPI I Sec.2. O 023C� FAG. Earth City,MC)63045 ITW—BCC:bilty wwwAtwbcg.com;TPI:wwwApinst.com;WTCA:www.sbcindustry.com:ICC:wv wAccsafe.org ^^A��•,l(••l1�8 ING GABLE STUD REINFORCEMENT DETAIL ASCE 7-05: 120 MPH WIND SPEED, 30' MEAN HEIGHT, ENCLOSED, I = 1.00, EXPOSURE C, Kzt = 1.00 2X4 BRACE (1) 1X4 "L" BRACE • (1) 2X4 "L" BRACE • (2) 2X4 "L" BRACE •• (1) 2X6 "L" BRACE • (2) 2X6 "L" BRACE •• GABLE VERTICAL NO SPACING SPECIES GRADE BRACES GROUP A GROUP B CROUP A GROUP H GROUP A GROUP H GROUP A GROUP B GROUP A GROUP B E #1 / 12 3' S" 5' 11" 6' 0" 7' 0" 7' 2" 8' 4" 8' 6" 10' 11" 11' 3" 13' 1" 13' 5" BRACING GROUP SPECIES AND GRADES: S P F #3 3' 4" 4' 11" 4' 11" 6' 5" 6' S" 8' 4" 8' 4" 10' 0" 10' 0" 13' 1" 13' 1" GROUP A: HF STUD 3' 4" 4' 10" 4' 10" 6' S" 6' 5" 8' 4" 8' 4" 10' 0" 10' 0" 13' 1" 13' 1" W STANDARD 3' 3" 4' 2" 4' 2" 5' 6" 5' 6" 7' S" 7' S" 8' 7" 8' 7" 11' 8" 11' 8" SPRUCE-PINE-FIR HEM-FIR 1 2 STANDARD 2 STUD P #1 3' 9" 5' 11" 6' 4" 7' 0" 7' 6" 8' 4" 8' 11" 10' 11" 11' 10" 13' 1" 14' 0" 3 STUD 3 STANDARD #2 3' 8" 5' 11" 6' 4" 7' 0" 7' 6" 8' 4" 8' 11" 10' 11" 11' 10" 13' 1" 14' 0" �I d #3 3' 6" 5' 0" 5' 0" 6' 7" 6' 7" 8' 4" 8' 9" 10' 3" 10' 3" 13' 1" 13' 9" DOUGLAS FIR-LARCH SOUTHERN PINE �4 c\2 DFL STUD 3' 6" 4' 11" 4' 11" 6' 6" 6' 6" 8' 4" 8' 9" 10' 2" 10' 2" 13' 1" 13' 9" 3 a STUD STUD r STANDARD 3' 4" 4' 3" 4' 3" 5' 8" 5' 8" 7' 7" 7' 7" 8' 9" 8' 9" 11' 11" 11' 11" STANDARD STANDARD t-- #1 / #2 3' 11" 6' 9" 6' 11" 8' 0" 8' 2" 9' 6" 9' 9" 12' 6" 12' 11" 14' 0" 14' 0" E-� SPF #3 3' 10" 6' 0" 6' 0" 7' 11" 7' 11" 9' 6" 9' 6" 12' 3" 12' 3" 14' 0" 14' 0" F-Nt� HF STUD 3' 10" 5' 11" 5' 11" 7' 10" 7' 10" 9' 6" 9' 6" 12' 3" 12' 3" 14' 0" 14' 0" GROUP B: W O STANDARD 3' 10" 5' 1" 5' i" 6' 9" 6' 9" 9' 1" 9' 1" 10' 6" 10' 6" 14' 0" 14' 0" #1 4' 3" 6' 9" 7' 3" 8' 0" 8' 7" 9' 6" 10' 3" 12' 6" 13' 6" 14' 0" 14' 0" HEM-FIR S P #2 4' 2" 6' 9" 7' 3" 8' 0" 8' 7" 9' 6" 10' 3" 12' 6" 13' 6" 14' 0" 14' 0" 1 & BTR #3 4' 0" 6' 2" 6' 2" 8' 0" 8' 1" 9' 6" 10' 0" 12' 6" 12' 7" 14' 0" 14' 0" 1 DFL STUD 4' 0" 6' 1" 6' 1" 8' 0" 8' 0" 9' 6" 10' 0" 12' S" 12' S" 14' 0" 14' 0" SOUTHERN PINE DOUGLAS FIR-LARCH STANDARD 3' 11" 5' 3" 5' 3" 6' 11" 6' 11" 9' 3" 9' 3" 10' 9" 10' 9" 14' 0" 14' 0" #1 / #2 4' 4" 7' 5" 7' 7" 8' 9" 9' 0" 10' 6" 10' 9" 13' 10" 14' 0" 14' 0" 14' 0" S P F #3 4' 2" 6' 11" 6' 11" 8' 9" 8' 9" 10' 6" 10' 6" 13' 10" 13' 10" 14' 0" 14' O" HF STUD 4' 2" 6' 11" 6' 11" 8' 9" 8' 9" 10' 6" 10' 6" 13' 10" 13' 10" 14' 0" 14' 0" Q STANDARD 4' 2" 5' 11" 5' 11" 7' 10" 7' 10" 10' 6" 10' 6" 12' 2" 12' 2" 14' 0" 14' 0" GABLE TRUSS DETAIL NOTES: x�II #1 4' 8" 7' 5" 8' 0" 8' 9" 9' 6" 10' 6" 11' 4" 13' 10" 14' 0" 14' 0" 14' 0" <4 = SP #2 4' 7" 7' 5" 8' 0" 8' 9" 9' 6" 10' 6" 11' 4" 13' 10" 14' 0" 14' 0" 14' 0" LIVE LOAD DEFLECTION CRITERIA IS L/240. ( DFL #3 4' 5" 7' 1" 7' 1" 8' 9" 9' 3" 10' 6" 11' 0" 13' 10" 14' 0" 14' 0" 14' 0" PROVIDE BEARING(6 PSF TC DEAD LOAD).OVER STUD 4' 5" 7' 0" 7' 0" 8' 9" 9' 3" 10' 6" 11' 0" 13' 10" 14' 0" 14' 0" 14' 0" STANDARD 4' 4" 6' 1" 6' 1" 8' 0" 8' 0" 10' 6" 10' 9" 12' S" 12' 5" 14' 0" 14' 0" GABLE END SUPPORTS LOAD FROM 4' 0" OUTLOOKERS WITH 2' 0" OVERHANG, OR 12" SYMM PLYWOOD OVERHANG. AGOUTI + ATTACH EACH "L" BRACE WITH 10d NAILS. GABLE TRUSS * (0.128"x3' min) 2X4 #2N OR BETTER FOR (1) "L" BRACE: SPACE NAILS AT 2" O.C. DIACONAL BRACE OPTION: T IN 18" END ZONES AND 4" O.C. BETWEEN ZONES. VERTICAL LENGTH MAY BEI + **FOR (2) "L" BRACES: SPACE NAI1S AT 3" O.C. DOUBLED WHEN DIAGONAL 18" * IN IB" END ZONES AND 6" O.C. BETWEENZONES. I + BRACE IS USED. CONNECT "L"BRACING MUST BE A MINIMUM OF 60% OF WEB ,�L" L DIACONAL BRACE FOR 870# BRACE MEMBER LENGTH. AT EACH END. MAX WEB ** TOTAL LENGTH IS 14'. 2X4 SP OR DF—L #2, GABLE VERTICAL PLATE SIZES OR BETTER DIAGONAL r VERTICAL LENGTH NO SPLICE - VERTICAL LENGTH SHOWN BRACE; SINGLE OR 18" �k + + LESS THAN 4' 0" IIX4 OR 2X3 IN TABLE ABOVE. DOUBLE CUT L 1 + GREATER THAN 4' 0 BUT 3X4 (AS SHOWN) AT LESS THAN 11' 8" UPPER END. LP GREATER THAN 11' 6" I 3.8X4 I� CONTINUOUS HEAR]N + REFER TO COMMON TRUSS DESIGN FOR \IIV'll` PEAK. SPLICE, AND HEEL PLATES. CONNECT DIAGONAL AT REFER TO CHART ABOVE FOR MAX GABLE VERTICAL LENGTH. MIDPOINT OF VERTICAL WEB. "WARNING"READ AND FOLLOW ALL NOTES ON THIS SHEET( REF ASCE7-05—GAB12030 Trusses require extreme care In fabricating,handling.shipping,installing and bracing. Refer to and follow ��QF NL�� KY BCS1(Building Component Safety Information,by TPI and WTCAI for slaty practices prior to performing C these functions. Installers hell provide temporary bracing per SCSI.. Unless noted otherwise,top chord DATE 1 1 09 shall have properly attached structural panels end bottom chord shall have properly attached rigid �� �tN f�C / / ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI �O sections B3&B7. See this job's general notes page ror more information. 0 / DRWG Al2O300501O9 ,;INIPORTANT•• FURNISH COPY OF THIS DESIGN TO INSTALIA710 CONTRACTOR. 1♦ ITIf Building Components Group Inc,(ITWBCC)shall not be responsible for y deviation from this design. Budding Components Grasp Inc, any failure to build the truss in conformance with TPI.or fabricating,handling,shipping,installing& bracing of trusses. ITWBCG connector plates are made of 20/311/16GA(W,H/S/K)ASTM A653 grade 37/40/60 (K/W/H,S)galy.steel. Apply plates to each face of truss,positioned as shown above and on Joint Details, r.� OT. LD. 60 PSF A seal on this drawing or cover page indicates acceptance and professional engineering responsibility solely for the truss component design ehown. Thee'lability and use of this component for any building is the Q A sponsibility of the Building Designer per ANST/TPI 1 Sec. 2.s 80239 Earth City,MO 63045 ITW—BCG:vrww.itwbeg.com:TPI:www.lpmst.com:WTCA:www.sbcindustry.com;]CC:www.,ccsefe.crg SPACING 24.0" Gable Detail (�I! For Let-in Verticals Gable Truss Plate Sizes About } Refer to appropriate ITW gable detail for minimum plate sizes for vertical studs. +QRefer to Engineered truss design for peak, splice, web, and heel plates. ©IF gable vertical plates overtop, use a + single plate that covers the total area of the overlapped plates to span the web. Gable vert col } 2 X 4 LtyPth Exnmple� 2X4 2X8 T' Reinforcement Attachment Detail 'T' Reinforcing 'T' Reinforcing Member Member } Toe-nail - Or - End-nail } } To convert from 'L' to 'T' reinforcing members, Provide connections for uplift specified on t appropriaatt he engineered truss design. multiply increase by length (based on ,._ e ITW gable detail). Attach each 'T`-reinforcing'-member with - End Driven:Nails: Maximum allowable 'T' reinforced gable vertical 10d Common (0.148'x 3.',min) Nails at 4' o.c. plus length Is 14' from top to bottom chord. (4) nalls in the top and bottom chords. 'T' reinforcing member material must match size, Rigid Sheathing Toenailed Naitst specie, and grode of the 'L' reinforcing member. 1 Common ( x3',min) Toenails at a' o.c. plus eb Length Increase w/ 'T' Brace 4 Nails (4)4> toenails In in the top and bottom chords: - g 'T' Reinf. 'T' 'T' This detail to be used with the appropriate ITW gable detail for ASCE Mbr. Size Increase Reinforcing wind load. Member ASCE 7-98 Gable Detail Drawings 2x4 30 A13015980309, A12015980309, A71015980109, A10015980109, Example: 2x6 20 A13030980109, A12030980109, A11030980109, A10030980109 ASIDE 7-10 Wind Speed = 120 mph Gable Nails ASCE 7-02 Gable Detail Drawings Mean Roof Height = 30 ft, Kzt = 1.00 Truss Spaced At A13015020109, A12015020109, A11015020109, A10015020109, A14015020109, Gable Vertical = 24'o.c. SP #3 4' o.c. A13030020109, A12030020109, A11030020109, A10030020109, A14030020109 'T' Reinforcing Member Size = 2x4 ASCE 7-05 Gable Detail Drawings 'T' Brace Increase (From Above) = 30% = 1.30 A13015050109, A12015050109, A11015050109, A10015050109, A14015050109, (1) 2x4 'L' Brace Length = 8' 7' A13030050109, A12030050109, A11030050109, A10030050109, A14030050109 Maximum 'T" Reinforced Gable Vertical Length ASCE 7-10 Gable Detail Drawings 1.30 x 8' 7' = 11' 2' A11515ENC100212, A12015ENC100212, A14015ENC100212, A16015ENC100212, A18015ENC100212, A20015ENC100212, A20015END100212, A20015PED100212, 4 Nails I A11530ENC100212, A1203GENC100212, A14030ENC100212, A16030ENC100212, Ceiting A18030ENC100212, A2003DENC100212, A20030END100212, A2003OPED100212 See appropriate ITW gable detail for maximum unreinforced gable vertical length. NOTES ON THIS D --IMPORTANT.. FURNISHIwTHIS DRAWINGAD ANDOLOW TLO ALLALL CONTRACTORS INCLUDINGINGI THE INSTALLERS. REF LET-IN VERT Trusses require extreme core in fabricating,handling,shipping,Installing and bracing. Refer to and �QF NEy� DATE 2/16/12 follow the latest edition of BCSI (Building Component Safety Information,by TPI and WTCA)for fety !_ practices prior to performing these functions. Installers sholl provide temporary brocing per BCSI. r Uniess noted otherwise, top chord shall nave properly attached structural sheathing and bottom �N FCC DRWG GBLLETIN0212 chord shall have a properly attached rigid ceiting. Locations shown for permanent lateral restraint Cl 0 of TIV webs shall have bracing installed per BCSI sections B3.B7 or BID,as applicable. Apply plates to ... h face of truss and position as shown above and on the Joint Details,unless noted otherwise. Building Components Group Inc. Refer to drawings 16OA-Z for standard plate positions . ITW BWtding components Group Inc.shall not be a ponsible for any devlotion fro,this drawing,any R] 2 TOT. LD, 60 PSF follure to build the truss in conformance with ANSI/TPI 1.or For handing, hipping.Instollation 4 bracing of trusses. A seal on this drawing or cover page listing this drawing,indicates acceptance of profession.,engineering responsibility solely for the design shown, The suitability and of this P FAC, ANY drawing for any structure is the responsibility of the Building Deslgner per ANSI/7PI I Sec.2e Earth City,MO 63045 For re information see this job's general notes page and these w b sites 0 �23g, ]TVBCC,www.itwbcgc TPDww.wtpinst.org:WTCAI w w.sb d cinustry.orgi ICC+ww is ofe.or 8 SPACING 24.0" SURVEY FOR TOWBEE LLC N A T SO U`THOLD T )WN OF S`OUTHOLD ' SU. 'FOLK Col UNT Y X Y 1000-63-02 28 & 30.1 SCALE: .1'=50' . Dec. 16, 2008 CERTIFIED TOf SUFFOLK COUNTY NATIONAL BANK FIDELITY NATIONAL TITLE INSURANCE COMPANY SUFFOLK COUNTY INDUSTRIAL DEVELOPMENT AGENCY AVENUE f HUMMEL 63917' N 66'45'30' E CONC APRON � caw- rAu WN FE 0.4 N --h- eLo� 5C9.13' STOCKADE'FENCE m steps s►a+ fC l.oa �— GATE F�,S: ANSTORAIER Cw cork C" 1.8'N —. -- cOAG COVER CO" u ELECTRIC Ab J 1.0' O,g. — CIS i. N ` ro T/.4' Co.*-- ° Co" I ALTER �� ll N 66'45'30 E sor ►so" rrs' u . m N j m � f PAD c R. Co. lEC�9-63-02-301 b �? 184' CONC, 5.3' • `448'.- g �^ I'�, ® ® AREE�-1.7693 ACRES cow— Ctm COVER COVER C.B. ®, 2 STY. �' BAW ''SR. CODER 4a awo B4S u 681' - ,,ten_ / C9 —=r� j / ° C.B. �1r %0 ��, ICE 6 02-28 � cn r � � COVER CODER ® nI • t 3 i, ST�_Q. `" FR B(.�i 93� 241• � °° COVER p n 4]B gREq=1.1411 ACRES I' BL�GTa j Z COVER ; r o INN' y + Q �r 17f1) CONC. g COVER n - m A S P H A L T STOM6E CONTAffA 1 - . j COVER 6.0'' '1 1�Z STY. < 2 STY. FR �- Raver' RErArras WALL _ ° - __..— -� caNc j Cow 1.oADr�rs. F14 SLOG, o cbvER ° a 4fl9' 728 • i • 3= i ! sue' a� S 68 44 .10 W 26274 4.5:': NOW A' BRICK 5.6' 7.1' ego. �' s.z' cone STEEL BL 'i' BLDGL CENERAT jj �1r b v. � � 38510' 2 "' C ;n v E .18W' S 68'45'20' V �" , , .� Q Fc RR I 323'47 S 66'r�'00 V .~p FC Jr 66'S0'00 �✓ -ENM"S �n CONC. SLAB 84'W ROAD a9 w cow_ IN1H A/C UNITS 'g LONG ISLAND F - cc ill y0 GENERAL NOTES: SAFETY NOTES: RESIDENTIAL RENOVATION & CONSTRUCTION General Notes: 1 . GENERAL: ALL WORK TO BE COMPLETED IN ACCORDANCE WITH THE TOWN OF SOUTHOLD, NEW YORK, BUILDING CODE, AND - ' REGULATIONS OF ALL OTHER AGENCIES HAVING JURISDICTION. /..i _ cC 0 N T R A C T 0 R N 0 T E S Wood: 1. All studs to be SPF #2 or better, and all other structural wood to be Douglas Fir #2 or better. 2. FIRE SAFETY: 2. All structural wood shall be in accordance with the national design specifications for wood construction — latest edition. A. ALL BUILDING MATERIALS WHICH ARE STORED AT THE SITE OR ANY AREA OF THE BUILDING ARE TO BE STORED IN A D °A°K ASSOCIATES LLC residential & commercial design •engineering e consulting B. LOCKED AREA, GENERAL NOTES: 3. Nailing schedule shall be in accordance with the specified code. C. ALL MATERIALS TO BE STORED IN AN ORDERLY FASHION 4. Pre—manufactured trusses. D. ALL FLAMMABLE MATERIALS TO BE KEPT TIGHTLY SEALED IN THEIR RESPECTIVE MANUFACTURER'S CONTAINERS. SUCH 506MainSfreet phone: (631�767 6071 1 • ALL WORK SHALL CONFORM TO THE REQIUIREMENTS OF THE TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK, BUILDING CODE, a, All trusses shall be "shaped" as shown on architectural cross sections. 3354 FIRE DEPARTMENT RULES AND REGULATIOINS, UTILITY COMPANY REQUIREMENTS, AND THE BEST TRADE PRACTICES. b. Trusses shall bear a boca number and shall be manufactured by a registered manufacturer. MATERIALS ARE TO BE KEPT AWAY FROM HEAT. WesthamptonBeach,NewYork 11918 fox: (8888@o com E-Mail: CArm8888@aol.com E. ALL FLAMMABLE MATERIALS TO BE USED AND STORED IN ADEQUATELY VENTILATED SPACE. BUILDINGS, OBTAIN ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF BUILDINGS, OBTAIN ALL REQUIRED PERMITS, 5. Erect and brace trusses in accordance to truss plate institute recommendations. Deerkoskl,Arm R Kehl Associates,LLC o formerly East End Design Associates,LLC 2. BEFORE COMMENCING WORK, THE CONTRACTOR SHALL FILE ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF F. ALL ELECTRICAL POWER TO BE SHUT OFF WHERE THERE ARE EXPOSED CONDUITS. OWNERSHIP & USE OF DOCUMENTS: AND PAY ALL FEES REQUIRED BY THE GIOVERNING BODY OF THE TOWN OF SOUTHOLD, NEW YORK, AGENCIES 6. Plywood sheathing. G. ALL ELECTRICAL POWER IN THE CONSTRUCTION AREA TO BE SHUT OFF Q.FTER WORKING HOURS. 3. MINOR DETAILS NOT USUALLY SHOWN OR' SPECIFIED, BUT REQUIRED FOR PROPER CONSTRUCITON OF ANY PART OF THE WORK a• All plywood shall be in accordance with the American Plywood Association (APA) specifications. CONTRACTOR, AT ALL TIMES, TO ENSURE THERE IS NO NATURAL GAS LEAKAGE IN THE BUILDINGS, OR ANY FLAMMABLE These drawings and specifications including the SHALL BE INCLUDED AS IF THEY WERE (INDICATED IN THE DRAWINGS. b. Plywood sheathing shall be continuous over two or more spans with grain of face plys across supports corporation or equal. GAS TO BE USED DURING CONSTRUCTION. therein, design and arrangements represented erein, are the property of D.A.K. ASSOCIATES, LLIC. No part thereof shall be copied, disclosed 4. THE CONTRACTOR SHALL COORDINATE ALIL WORK PROCEDURES WITH THE STIPULATIONS OF LOCAL AUTHORITIES, AND OWNER. 7• All sills shall be pressure preservative treated 4 PSF retention SYP 2 or better. to others or used in connection with any work p p (• ) 3. DUST CONTROL: or project other than for which they have been 5• THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL CONDITIONS AND MATERIALS WITHIN THE PROPOSED 8• Design values: CONSTRUCTION AREA. THE CONTRACTOR SHALL DESIGN AND INSTALL ADEQUATE SHORING AND BRACING FOR ALL STRUCTURAL OR A. DEBRIS, DIRT AND DUST TO BE KEPT TO A MINIMUM AND CONFINED TO THE IMMEDIATE CONSTRUCTION AREA. prepare without written consent. REMOVAL TASKS. THE CONTRACTOR THE (CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY a. Framing Lumber: DF (north) No. 2 or better B. CONTRACTOR TO ISOLATE CONTRUCTION AREA FROM OCCUPIED BUILDING AREA BY MEANS OF TEMPORARY PARTITIONS OR E 1,600, OR DURING THE EXECUTION OF THE WORK. = Fv = 95 PSI PSI C. HEAVY DROP CLOTHS, 6. THE CONTRACTOR SHALL LAY OUT HIS 0'WN WORK, AND SHALL AND SHALL PROVIDE ALL DIMENSIONS REQUIRED FOR OTHER TRADES: Fb — 825 PSI DEBRIS, DIRT, AN DUST TO BE CLEANED UP AND CLEARED FROM THE BUILDING SITE PERIODICALLY TO AVOID EXCESSIVE PLUMBING, ELECTRICALS, ETC. 9. Design values: ACCUMULATION. 7. PLUMBING WORK SHALL BE PERFORMED BY PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN THROUGH a. Laminated Veneer Lumber (LVL): THE DEPARTMENT OF BUILDINGS ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. E = 1,900,000 PSI 4. NOISE AFTER HOURS: Fv = 285 PSI 8. ELECTRICAL WORK SHALL BE PERFORMED) BE PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN Fb = 2600 PSI A. CONSTRUCTION OPERATIONS WILL BE CONFINED TO NORMAL WORKING HOURS: 8AM TO 6PM, MONDAY TO FRIDAY, THROUGH THE BUREAU OF ELECTRICAL CONTROL ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS, B. EXCEPT LEGAL HOLIDAYS. DEERKOSKI, ARM & KEHL ASSOCIATES, LLC. NOTE CONTRACTOR MUST OBTAIN WRITTEN PERMISSION FROM ALL AFFECTED PARTIES TO WORK OTHER THAN REGULAR HOURS. 9. THE CONTRACTOR SHALL DO ALL CUTTING, PATCHING, REPAIRING AS REQUIRED TO PERFORM ALL OF THE WORK INDICATED ON THE DEERKOSKI, ARM & KEHL ASSOCIATES, LLC, AND THERE ASSOCIATED ENGINEER ARE NOT OVERSEEING THE CONSTRUCTION OF THIS DRAWINGS, AND ALL OTHER WORK THAT (MAY BE REQUIRED TO COMPLETE THE JOB. BUILDING. THE USE OF THESE DRAWINGS BY ANY CONTRACTOR, SUBCONTRACTOR, BUILDER, TRADESMAN OR WORKER SHALL 5 CONSTRUCTION OPERATIONS WILL NOT INVOLVE INTERRUPTION OF HEATING, WATER, OR ELECTRICAL SERVICES TO THE OWNER. 10. ALL PIPING AND WIRING SHALL BE REMOVED TO A POINT OF CONCEALMENT AND SHALL BE PROPERLY CAPPED OR PLUGGED. INSTIGATE A HOLD HARMLESS AGREEMENT BETWEEN THE DRAWING USER AND DEERKOSKI, ARA & KEHL ASSOCIATES, LLC. CONSTRUCTION WORK WILL BE CONFINED TO THE WORK ISSUED, AND WILL NOT CREATE DUST, DIRT, OR OTHER SUCH INCONVENIENCES TO THE OTHER NEIGHHBORS. 11 . ALL DIMENSIONS ARE ESTABLISHED FROM1 THE FINISH LEVEL OF THE FIRST FLOOR. VARIATIONS TO THE HEIGHT OF THE FINISH THE USER SHALL IN FACT AGREE TO HOLD DEERKOSKI, ARM & KEHL ASSOCIATES, LLC. HARMLESS FOR ANY RESPONSIBILITY IN LEVEL OF THE FIRST FLOOR ARE TO BE REVIEWED FOR APPROVAL BY THE OWNER AND DAK ASSOCIATES, LLC. NO CONSTRUCTION REGARD TO CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES AND FOR ANY SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK AND FURTHER SHALL HOLD THE ARCHITECT HARMLESS FOR COSTS AND PROBLEMS 6 SPECIAL SAFETY NOTES WILL BE ALLOWED TO COMMENCE UNTIL THIS HEIGHT IS APPROVED. ARISING FROM THE NEGLIGENCE OF THE CONTRACTOR, SUBCONTRACTOR, TRADESMAN, OR WORKMAN. THE USE OF THESE DRAWINGS ALL CONTRACTORS AND THEIR REPRESENTATIVES WORKING ON THIS PROJECT SHALL AT ALL TIMES PRIOR AND DURING THE COURSE 12. THE CONTRACTOR IN COORDINATING THE WORK WILL REPORT ANY DISCREPANCIES TO THE ENGINEER'S ATTENTION FOR IMMEDIATE ALSO IMPLIES THAT DEERKOSKI, ARM & KEHL ASSOCIATES, LLC. SHALL TAKE NO RESPONSIBILITY FOR THE PLAN USER'S FAILURE TO OF THEIR ACTIVITY BE RESPONSIBLE FOR THE SAFETY OF THEIR EMPLOYEES AS WELL AS OTHERS AND IN THE CARE OF THE RESOLUTION, CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWING OR CONTRACT DOCUMENTS. PROPERTY. EACH AS REPRESENTATIVES OF THEIR EMPLOYEES SHALL ASCERTAIN THAT THE CONDITIONS UNDER WHICH THEY WILL BE REQUIRED TO ACCOMPLISH THEIR WORK ARE SAFE WITHIN GOOD SAFETY PRACTICES AND MEET ALL CONCERNED REGULATIONS OF THE OCCUPATIONAL SAFETY AND HAZARD ACT OR OTHER GOVERNING REGULATIONS, THE BEGINNING OF WORK BY A CONTRACTOR WORK, NOTES: 13. THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ALL UTILITY LINES WITH THIS AND RELATED SITE WORK, AND SHALL INDICATE SATISFACTION CONCERNING SAFETY AND FULL RESPONSIBILITY FOR ACCIDENTS OR DAMAGE. IF UNSATISFIED, THE HE WILL BE RESPONSIBLE FOR ALL DISCONNECTIONS, RECONNECTIONS, AND STARTUPS. DOCUMENT NOTES CONTRACTOR SHALL INDICATE WHATEVER ACTION NECESSARY, OR RENDER SAFETY" CONDITIONS FOR LIFE AND PROPERTY AS ARE 14. THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ELECTRICAL, PLUMBING, AND HVAC EQUIPMENT WITH THESE CONSTRUCTION DOCUMENTS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS. ALSO, THE CLIENT RELATED TO HIS ACTIVITY, IF THE WORK OF OTHER PARTIES OUTSIDE OF THE ORGANIZATION IS UPON INSPECTION FOUND AT ANY AGREES, TO THE FULLEST EXTENT OF THE LAW, TO INDEMNIFY AND HOLD DEERKOSKI, ARM & KEHL ASSOCIATES, LLC. HARMLESS TIME TO BE UNSAFE, HE SHOULD STOP WORK IMMEDIATELY AND NOTIFY THE GENERAL CONTRACTOR, DAK ASSOCIATES, LLC, OR ARCHITECTURAL FEATURES AND STRUCTURE ANY CONFLICTS WILL BE BROUGHT TO THE ENGINEER'S ATTENTION FOR IMMEDIATE FROM ANY CLAIM, LIABILITY OR COST INCLUDING REASONABLE ATTORNEY'S FEES AND COSTS OF DEFENSE, FOR THE INJURY OR OWNER. THE BEGINNING OF WORK SHALL INDICATE SATISFACTION WITH CONDITIONS AND ACCEPTANCE OF THESE REQUIREMENTS. RESOLUTION. ECONOMIC LOSS ARISING OR ALLEGEDLY ARISING OUT OF THE PROFESSIONAL SERVICES PROVIDED UNDER THIS AGREEMENT. 7 PROVIDE SINGLE AD MULTIPLE—STATION SMOKE ALARMS AS WELL AS CARBON MONOXIDE DETECTORS SINGLE AND MULTIPLE—STATION IN ACCORDANCE WITH STATE, FEDERAL, AND LOCAL CODES. CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD SNOW DESIGN FROST LINE DESIGN UNDERLAY— FLOOD WIND EXPOSURE LOAD SPEED (mph) CATEGORY WEATHERING DEPTH TERMITE DECAY TEMP. MENT REQUIRED HAZARDS CATEGORY 45 Ibs/sqft 120 (mph) C SEVERE 3'—p" MODERATE TO HEAVY SLIGHT TO MODERATE 11 degrees YES 1984/1998 Q y ¢ DESIGN CRITERIA i i"„ , �✓�� �I V -a ' PRESCRIPTIVE DESIGN MINIMUM UNIFORM DISTRIBUTED LIVE LOADS ,s, ?. (in pounds per square foot) ( 4 I r USES(s) AND OCCUPANCY CLASSIFICAITION(s) USE LIVE LOAD DEAD LOAD USE OCCUPANCY EXTERIOR BALCONIES 60 10 .FIRE INSPECTION STORAGE S-1 DECKS (f) 40 10 REOUIRE:D BEFORE OPENING TYPE OF CONSTRUCTION (CHAPTER 6) PASSENGER VEHICLE GARAGES (a) 50 (a) 10 RETAIN STORM WATER RUNOFF TYPE GROUP ATTICS WITHOUT STORAGE (b,e) 10 10 PURSUANT T2 CHAPTER 236 V B ATTICS WITH STORAGE (b,e) 20 10 OF THE TOWN CODE. PROJECT: HEIGHT AND FIRE AREA ROOMS OTHER THAN SLEEPING ROOMS 40 10 HEIGHT FIRE )AREA SLEEPING ROOMS 30 10 A{'C�VE D AS NOTED TOW LBEE HEIGHT, BUILDING. THE VERTICAL DISTANCE STAIRS 40 (c) 10 � B.P # 5 FROM GRADE PLANE TO UNLIMITED AREA P" RFi.h 1 3BY THE AVERAGE HEIGHT 3 ST(ORY GUARDRAIL AND HANDRAILS d OF THE HIGHEST ROOF AS PER TABLE 503 ( ) 200 (c) 10 C�UiLiJING DEPARTMENT AT SURFACE = 18'—6 " ar�4 t0 a PM FOR THE AS PER SECTION 502 OF ROOF 30 10 s•JING INSPECTIONS: THE BUILDING CODE OF JINDATION -TWO REQUIRED NEW YORK STATE, :R POURED CONCRETE a) ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING A 2,000— RC UGH•FRAML PLUMBIN YOUNGS AVE. TOTAL HEIGHT FROM MIDGE TO GRADE 22 —1 POUND LOAD APPLIED OVER A 20—SQUARE—INCH AREA. 5TRAPPING, EECTRIAL&CAULKING " INSULATION SOUTHOLD NEW YORK 11971 b) NO STORAGE WITH ROOF SLOPE NOT OVER 3 UNITS IN 12 UNITS. FINAL CONSTRUCTION&ELECTRICAL LUMBER SPECIES AND GRADE c) INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE UNIFORMLY MUST BE COMPLETE FOR C.O. DISTRIBUTED LIVE LOAD OR A 300—POUND CONCENTRATED LOAD ACTING ALL CONSTRUCTION SHALL MEET THE OVER AN AREA OF 4 SQUARE INCHES, WHICHEVER PRODUCES THE GREATER REQUIREMENTS OF THE CODES OF NEW DRAWING TITLE: ALL HOUSE FRAMING MATERIAL D(OUGLAS FIR — LARCH #2 AND BETTER STRESSES. YORK STATE, NOT RESPONSIBLE FOR ALL EXT. DECK FRAMING MATERIAL C(CA NC PINE #2 AND BETTER d) A SINGLE CONCENTRATION WITH WOOD TRUSSES SHALL BE DESIGNED IN DESIGN OR CONSTRUCTION ERRORS. GENERAL NOTES ACCORDANCE WITH SECTION R802.10,1. t e) SEE SECTION R502.2.1 FOR DECKS ATTACHED TO EXTERIOR WALLS PLUMBING RISER DIAGRAM TABLE R402.2 MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE SET: ISSUED FOR: DATE: AREAS OF STRUCTURE PROPOSED WORK MINIMUM SPECIFIED COMPRESSION STRENGTH (a) (fc) CRAWL SPACE NA TYPE OR LOCATION OF CONCRETE CONSTRUCTION �" '✓ 5 �(�(�z G�91 f3� �� BASEMENT NA 1) REMOVE EXISTING ROOF AND WEATHERING POTENTIAL FIRST FLOOR T F OR 1238 SO/FT SOUTHERN WALL STRUCTURE. SEVERE (b) NEW SECOND FLOOR NA 2) REPLACE SOUTHERN WALL WITH BASEMENT WALLS, FOUNDATIONS AND OTHER THIRD FLOOR NA NEW 2X6 WALL AND PROVIDE A CONCRETE NOT EXPOSED TO THE WEATHER 2,500 (c) — SEAL: DATE: BALCONY NA NEW @42" KNEEWALL AT LOCATION FIRE BLOCKING IS TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF THE BUILDING CODE LOFT NA OF NORTHERN BEARING POINT OF NEW YORK STATE, AND THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME (` MARCH 29, 2012 OF NEW ROOF TRUSSES. BASEMENT SLABS AND INTERIOR SLAB ON © COPYRIGHT 2011 D.A.K ASSOCIATES, LLC. t ATTIC HousE a NA 2,500 (a) CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. PROJECT No: ATTIC (HOUSE)(b) NA 3) INSTALL NEW ROOF TRUSSES, GRADE, EXCEPT GARAGE FLOOR SLABS ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED ` 950-2012 NEW GARAGE NA SIDING AND ROOFING. NO SUBSTITUTIONS UNDER FEDERAL COPYRIGHT LAW. y DRAWN BY: NOTE: ALL ROOMS MEET OR EXCEED THE NYS. STANDARDS All FramingHardware Shown on these Plans, PLANS MAY NOT BE REPRODUCED WITHOUT � �� � BDK SECOND FLOOR GARAGE: NA BASEMENT WALLS, FOUNDATION WALLS, EXTERIOR WALLS AND n w„• J FOR THE NATURAL LIGHT AND VENTILATION REQUIREMENTS. ' BONUS ROOM NA "THIS IS AN UNHEATED OTHER VERTICAL CONCRETE WORK EXPOSED TO THE WEATHER 3,000 d Unless Otherwise Indicated, IS Simpson Strong— WRITTEN AUTHORIZATION. ;; s CHECKED BY: STORAGE BUILDING" O Tie. No Substitutions are Approved or Authorized. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF ` SCREENED PORCHES NA PP � � t'�` u JJD suNRooM NA ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY w D.A.K. ASSOCIATES, LLC. DECKS NA PORCHES, CARPORTS AND STEPS EXPOSED TO EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. '-;>.;',;r, z SHEET NUMBER: Due to the Relationships of Framing Hardware THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE �� <� THE WEATHER, AND GARAGE FLOOR SLABS 3,500 (d) ,r COVERED BREEZEWAY NA SHEATHING NOTES: to the other Components of the Structure, any PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. .Fo G COVERED ENTRANCE NA ALL SHEATHING TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF THE AMERICAN FOREST Framing Hardware Substitutions will Render POOL HOUSE CABANA NA & PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO These Plans Null and Void, and will Result in the FOR SI: 1 POUND PER SQUARE INCH + 6.895 kpo FAMILY DWELLINGS 2001 SBC HIGH WIND EDITION. Installer Contractor Assuming Responsibility for UNCOVERED ENTRANCES NA (a) AT 28 DAYS PSI 9 P Y Acceptance of these drawings does not authorize the right to build without (b) SEE TABLE R301.2(1) FOR WEATHERING POTENTIAL the Design and Performance of the Entire System. the authorization of local governing agencies, such as Suffolk County Dept. .1 DOB NUMBER: OF (a) WITHOUT STORAGE (c) CONCRETE IN THESE LOCATIONS THAT MAY BE SUBJECT TO FREEZING AND THAWING DURING (1) SHEATHING TO BE NAILED TO CCA SILL of Health Services, Town Building Departments, DEC, FEMA, etc. (b) WITH STORAGE CONSTRUCTION SHALL BE AIR—ENTRAINED CONCRETE IN ACCORDANCE WITH FOOTNOTE (d) 2 d) CONCRETE SHALL BE AIR ENTRAINED. TOTAL AIR CONTENT (PERCENT BY VOLUME O CONCRETE) ( ) SHEATHING TO EQUALLY SPAN 1ST AND 2ND FLOOR BOX BEAM Verify all conditions, codes, and requirements with such agencies prior to JAMES J DEERKOSKI, PE F NCRET ( (3) SHEATHING TO EQUALLY SPAN 2ND FLOOR AND ATTIC TOP PLATES SHALL NOT BE LESS THAN 5 PERCENT OR MORE THAN 7 PERCENT. construction. © D-A-K ASSOCIATES LLC (e) SEE SECTION R402.2 FOR MINIMUM CEMENT CONTENT. (4) SHEATHING TO BE NAILED TO TOP PLATE SIMPSON STRONG—TIIE CONNECTORS — SPECIFIED FOR CONSTRUCTION - USE A MINIMUM OF D UG—•FIR LARCH . PINE UPLIFT TWO Bd NAILS THIS MTS 2 0 L_ T S 2 0 ALLOWABLE LOADS ATERAL'2 LOAD SIDE OF TRUSS. /• 0 ° FASTENERS WITH " TOTAL FOUR ° ° / - -' ------- MODEL GA UPLIFT UFPLIFT (133/160) 8dx } CODE oo �' i NO. TO AVG REF. RAFTERS/ TO TO ULT. NAILS INTO TRUSS PLATES STUDS (133) (160) F F, (133& _ TU TRUSS SIMPSON o PROVIDE (1) HGA10KT ON NOTE: REFER TO SIMPSON WOOD CONSTRUCTION __-_= TAKE-UP WASHER SIDE OF CEILING JOIST 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 D oAo K ASSOCIATES, LLc PROPER INSTALLATION PROCEDURES _ residential & commercial design•engineering•consulting H6 16 8-8d 8-8d 3983 915 950 650 5, 44 0 DIMENSIONS FASTENERS ALLOWABLETWO ART "x12 UPLIFT LOADS (133) ALLOWABLE UPLIFT LOADS (133) 506Mo1InStreet phone: l631 J 767-6071 ° • MODEL GA (TOTAL) AVG LENGTH OF BOLT IN WOOD MEMBER LENGTH OF BOLT IN WOOD MEMBER CODE 8dNAILS Westhampton Beach,New York 11978 fax: (631)466-3354 o N0. MAX. CLEAR ULT. LFTA y LFTA REF. INTOPLATES o p •°' WIDTH SPAN L OTY DIA 1}" 2" 2}" 3' 31" 14" 2" 2}° 3' 31" EIGHT °o o E-Mail: CArm8888@aol.com 8d NAIL SP4 Deerkoski,Arm&Kehl Associates,LLC oformerly East End Design Associates,LLCINTO LFTA 16 2J" 17" 381" 16-10d — 4200 1205 1400 5, 44, 85 STUD OWNEIRSHIP & USE OF DOCUMENTS: SZ DALLO FIR LARCH / SO. PINE ALLOWABLE ABLE UPLIFT LOADS3 °° These drawings and specifications including the MODEL L AVG 10d 1Od x 14" CODE NO. o ideas, design and arrangements represented ULT. REF. LFTA L S T A 21 0 10d 10d x 1}" (133 / 160) (133) (160) therein, are the property of D.A.K. ASSOCIATES, ° LLC. No part thereof shall be copied, disclosed oo to others or used in connection with any work MTS16 16 14-10d 14-10d x 14" 3116 11000 840 1000 3, 41, 128 o° ° or project other than for which they have been q 0 0 prepared without written consent. MTS20 20 14-10d 14-10d x 14" 3116 11000 840 1000 3, 41, 128 ART "x12 0 Simpson Strong-Tie 0° HGA10 LST20 20 12-10d 12-10d x 14" 2383 7775 720 720 3, 41 COW- COUPLER NUT DETAIL "Ell °° DOUG-FIR-LARCH Equal number of o0 TYPE OF DIRECTION SO. PINE CODE specified nabs In °° MODEL CONNEC- OF LOAD ALLOWABLE LOADS REF. FLOOR ROOF (100) (125) 16o each end NO. TION (133/' Simpson Strong-Tie DETAIL "K" G 515 645 670 i C S 16 LTP4 5 J 515 645 670 1 6, 39, 97 H 515 645 670 DETAIL H MATERIAL DIMENSIONS FASTENERS ALLOWABLE TENSION LOADS""'(DF/SP) (133) HOLDOWN HOLDOWN ARTJ"xl2 DEFLECTION STUD DEFLECTION CODE STU 8 — MODEL MACHINE AVG LENGTH OF BOLT s,a AT HIGHEST AT HIGHEST REF. NO, BASE BODY a ANCHOR BOLTS ULT. IN VERTICAL WOOD MEMBER ALLOWABLE ALLOWABLE GA GA HB SB W H B SO CL DIA5'e OTY DIA DESIGN LOAD DESIGN o1®o TAKE-OUP WASHER 1}" 2" 2}" 3" 3}" 5}" LOAD THEWHEN ILLIPEAT OFF o 0 0 HD2A 16 12 4{�" 2}" 2 " 8" 2A" �" 1�5" 2 12150 1555 2055 2565 2775 2775 2760 0,058 0.077 2, 43, 82 0 0 ° ARTg"x12 MODEL DIMENSIONS FASTENERS ALLOWABLE UPLIFT LOADS NO. AVG W L STUD PLATE ULT. (1133) OF / SP (160) RODE SP4 3A" 7}" -10d x 14" — 2917 71'35 885 7, 40, 127 0 MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE GA NO. yI L NAILS FLO( R (133) (160) REF, °o WORK NOTES: 00 LSTA21 20 16-10d 905 1205 1295 7, 40, 90 MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE NO. GA W L NAILS (100) (133) (160) REF, Simpson Strong-Tie Tie 0o p g- MSTA24 18 1 1 " 24 - d 1025 1 1370 1640 7, 40, 90 L U S 4 6 TOTAL ALLOWABLE TENSION LOADS NAIL CODE MODEL L END FASTENERS SPACING REF. HD2A N0. (LENGTH L GA CUT LENGTH (TOTAL) (100) (133 / 160)2 oc. OF ROLL IN A ROW NOTE; ALL HANGERS TO BE USED ON THIS PROJECT Simpson Strong-Tie CS16 150' 1 14" 16 1 CLEAR SPAN +31" 28-8d 1235 1650 2J" 7, 40, 90 ARE TO BE TOP MOUNTED UNLESS OTHERWISE HIS NOTED. FAILURE TO COMPLY WITH ALL NOTES MODEL DIMENSIONS FASTENERS DN. -FIR LARCH/So. PINE ALLOWARIF LOADSON THIS PLAN WITHOUT WRITTEN AUTHORIZATION NO. GA W H B HEADERS JOISTS AVG UPLIFT FLOOR 100 SNOW 115 ROOF (125) CODE BY A LICENSE PROFESSIONAL ENGINEER, PLACES DETAIL "F" tod 16d ULT. (133) (160) 10d I 16d I 10d I 16d 10d 116d REF. ALL LIABILITIES ON THE CONTRACTOR. LUS46 18 3y�" 4J" 2 — 4-16d 4-16d 16076 1140 1160 — 1000 — 1150 — 1250 7, 40, 127 DETAIL "I" STU 8 — HUS210-2 14 3A 9{" 2 8-16d 8-16d 6076 1755 2105 1650 1900 2065 1, 36, 84, 122 ART "x12 SIMPSON 0 -FIR AR H PIN A WABLE LOADS MODEL FASTENERS UPLIFT UPLIFT LATERAL CODE TAKE-UP WASHER AVG (133/160) REF. NO. GA 'ULT. To RAFTERS TO PLATES I TO STUDS (133) (160) F F,. 160 HGA10KT 1 14 1 4—SDSJ"x1}" 4—SDSJ"x3" 1 1523 435 435 1165 940 CN W- USE A MINIMUM OF SP4 ° COUPLER NUT TWO 8d NAILS THIS _ SIDE OF TRUSS. COW COUPLER NUT STU 5 — SP4 8 TOTAL FOUR /• 0 o SE A MINIMUM OF SIMPSON Bd NAILS TWO Bd NAILS THIS MTS 16 ° SSTU IMPSON L S T A 21 SIMPSON TAKE-UP WASHER INTO TRUSS SIDE OF TRUSS, MTS 16 °°o°°° TOTAL FOUR HD2A 2 A TAKE-UP WASHER Strong-Tie /. • OD ' NAILS L S T A 21 INTO TRUSS H U S 210-2 °, 0 Two o FI PROJECT: 8 AIL o c� PLAT °® ° I $" ANCHOR BOLTS TWO � TOW BEE EIGHT-*' NAIL 8d NAIL o i i INTO INTO DETAIL "A" STUD Simpson Strong-Tie PLATES o00 H7 EIGHT o IN NAIL ® DETAIL "D" DETAIL "G" INTO o DETAIL "J" PROPERTY STUD Slmps;on Strong-Tie H7 Simpson Strong-Tie LFTA 00 ROD SYSTEM LFTA 0 0000 LFTA BP YOUNGS AVE. °°° ° 00 SOUTHOLD, NEW YORK, 11971 DRAWING TITLE: SIMPSON WINDLOAD CHARTS & CALCULATIONS LTP4 I LTP4 DETAIL "Ll' STRONG-TIE DETAILS LTP4 SET: ISSUED FOR: DATE: I DETAIL "C" Simpson Strong-Tie ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY Floor-to-Floor Connections EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. SHEATHING NOTES; ' 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 r SEAL: DATE: LTP4 DETAIL "B" FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. MARCH 29, 2012 LTP4 (1) SHEATHING TO BE NAILED TO CCA SILL PROJECT N0: 950-2012 (2) SHEATHING TO EQUALLY SPAN 1ST AND 2ND FLOOR BOX BEAM OF" -W Simpson Strong-Tie (3) SHEATHING TO EQUALLY SPAN 2ND FLOOR AND ATTIC TOP PLATES `�� V�� "�,���,� DRAWN BY: Floor-to-Floor Connections (4) SHEATHING TO BE NAILED TO TOP PLATE `S �,�;, os BDK < i cY CHECKED BY; NO SUBSTITUTI❑NS JJD .` . < ,c,-� SHEET NUMBER: All framing hardware shown on these plans, unless otherwise indicated, is Simpson Strong-Tie, OAf1,O�r 'L�;�P No substitutions are approved or authorized. „r - '. , G2 Due to the relationships of framing hardware to the other components of the structure, any framing DOB NUMBER: OF hardware substitutions will render these plans null and void, and will result in the installer/contractor JAMES J DEERKOSKI, PE assuming responsibility for the design and © D•A•K ASSOCIATES, u.c performance of the entire system, REFER TO GENERAL NOTES FOR ALL STRAPPING, NAILING, FASTENING AND TIE DOWN DETAILS I btib D -A a K ASSOCIATES LLC residential & commercial design s engineering a consulting 506 Main Street phone: 1631)767.6071 Westhampton Beach,New York 11978 fax: [6311466-3354 E-Mail: CArm8888@aol.com Deer oski,Arm&Kehl Associates,LLC o formerly East End Design Associates,LLC OWNERSHIP & USE OF DOCUMENTS: I I I I These drawings and specifications including the ideas, design and arrangements represented therein, are the property of D.A.K. 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, I I I I I I I I I I I I I I I I I I I I I I I I I I I 2'-0" —13'-0" 2 110 I 33'-2° I I — I � L — — — — — — — — — — — — — —— — — — — —— — — — — —— — — — — — — — — — — — — — — — --� — — — — — — — — —— — — — — — — —J r — - - - -- -- - - - - - - - - - - - - - - - - --L J— - - - - - - - - - - - - - - -- -� I I - - - - - - - -- - - - - - - - � Existing I I 2'-0"x2'-0"x1'-0" Concrete Footing WORK NOTES: I I I I I I I I _ I (— Existing o 2'-0"x2'-0"x1'-0" L — J Concrete Footing I I o N I I I I I I I I o I I I I I I � I _ I Existing 2'-0"x2'-0"x1'-0" L — J Concrete Footing I I I I I I I 0 I I I I I I I I I I I o i t I i � I I I I I I I I I PROJECT: A I I —1 Existing I I o A 2'-0"x2-o"x1'-o" I � 101 101 I I L — J Concrete Footing I I I TOW ubm" EE I _ I 16'-10" 2'-0" 1 30'-8" I I P" ROPER"TY I I I YOUNGS AVE. I i SOUTHOLD, NEW YORK, 11971 L - - - - - - - - -- - - - - - - - - - - - - - -- - - - - - - - - - - - - -- - - -- - - - - - - - - - - - - - - - - - - - - -1 - - - - - - - - - - - - - - - I N - - - - - - - - - - - - - - - �— — —— — — — — — —— — — — — — — — — — —— — — —— — — — — —— — — — — — — — — — — —— — — —— — — — — — — — — — —•- - — — — — — — — — DRAWING TITLE: 50, 10" EX. FOUNDATION PLANS SET: ISSUED FOR: DATE: S L: DATE: et MARCH 29, 2012 PROJECT NO: NEl1 , y 950-2012 DFEy ��- DRAWN BY: BDK © COPYRIGHT 2011 D.A.K ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED w CHECKED BY: EX. FOUNDATION JJD UNDER FEDERAL COPYRIGHT LAW. z PLANS MAY NOT BE REPRODUCED WITHOUT �s "'` `� � sHEL� NUMBER: SCALE: 174"= 1'-0° WRITTEN AUTHORIZATION. �� k , S �t'P`' ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF ^'"` i4= ;I Al 01 D.A.K. ASSOCIATES, LLC. I THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. Doe NUMBER: of Acceptance of these drawings does not authorize the right to build without the authorization JAMES J DEERKOSKI, PE of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building 0 D•A•K ASSOCIATES, uc Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such agencies prior to construction. REFER TO GENERAL NOTES FOR ALL STRAPPING, NAILING, FASTENING AND TIE DOWN DETAILS D o A-K ASSOCIATES, LLC residential & commercial design a engineering a consulting 506 Main Street phone: (631)767-6071 Westhampton Beach,New York 11978 fax: (631)466-3354 E-Mail: CArm8888Caol.com Deerkoski,Arm&Kehl Associates,LLC o formerly East End Design Associates,LLC OWNERSHIP & USE OF DOCUMENTS: These drawings and specifications including the ideas, design and arrangements represented therein, are the property of D.A.K. 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. 0'-10" 9'-10" L _ J N I 17'-9" 31'-7" Existing 6x6 Post I WORK NOTES: Existing 6x6 Post I a _ o J J �N M N v 0 I Existing 6x6 Post ILLJ I CD ° I M c J 1�l"D `h K I n, t+IIV � I C X W Existing 6x6 Post PROJECT: Io A A 10'1 IL J 101TOW BEE 71V N 1100" RO P E RTY cl o I 6x6 Post YOUNGS AVE. Existing 6x6 Post Existing(3)14"x 118"LVL Header SOUTHOLD, W RK, 971 12'-0"x 12'-0"OH Door DRAWING TITLE: FIRST FLOOR PLANS 0'-10" SET: ISSUED FOR: DATE: EX. FIRST FLOOR. SEAL: DATE: SCALE: 1/4"= 1'-0" MARCH 29, 2012 PROJECT NO: 950-2012 �O NEW DRAWN BY: E` y0 BDK © COPYRIGHT 2011 D.A.K ASSOCIATES, LLC. :y� ;.-�R�o�� CHECKED BY; ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED h„! . JJD UNDER FEDERAL COPYRIGHT LAW. Lu SHEET NUMBER: PLANS MAY NOT BE REPRODUCED WITHOUT WRITTEN AUTHORIZATION. Al 02 ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF D.A.K. ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. DOB NUMBER: OF Acceptance of these drawings does not authorize the right to build without the authorization JAMES J DEERKOSKI, PE of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building © D"A"K ASSOCIATES, LLC Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such agencies prior to construction. REFER TO GENERAL NOTES FOR ALL STRAPPING, NAILING, FASTENING AND TIE DOWN DETAILS D ,A,K ASSOCIATES, LLC residential & commercial design•engineering a consulting 12 12 506 Main Street phone: (631�767-6071 5 5 Westhampton Beach,New York 11978 fax: (631)466-3354 E-Mail: CArm8888@ool.com Deerkoski,Arm&Kehl Associates,LLC o formerly East End Design Associates,LLC OWNERSHIP & USE OF DOCUMENTS: These drawings and specifications including the ideas, design and arrangements represented therein, are the property of D.A.K. ASSOCIATES, LLC. No part thereof shall be copied, disclosed 12 to others or used in connection with any work 2�— or project other than for which they have been prepared without written consent. N N c�D I ap WEST ELEVATION WORK NOTES: SCALE: 1/4"= 1'-0" PROJECT: TOW B 11T T341 )* RO I J" EPr"A T YOUNGS AVE. SOUTHOLD, NEW YORK, 11971 DRAWING TITLE: NORTH ELEVATION- SOUTH ELEVATION ELEVATIONS SCALE: 1/4"= V-0" SCALE: 1/4"= 1'-0" SET: ISSUED FOR: DATE: SEAL: DATE: MARCH 29, 2012 PROJECT NO: OE 9 50—2012 �t J yp DRAWN BY: BDK © COPYRIGHT 2011 D.A.K ASSOCIATES, LLC. $,a s� JHECKED BY: ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED '— `•:'}er• i`': JJD UNDER FEDERAL COPYRIGHT LAW. �' '..,"` ' i,r `` '`r ;'P' , ' HEEI NUMBER: PLANS MAY NOT BE REPRODUCED WITHOUT WRITTEN AUTHORIZATION. A201 ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF �` _ a D.A.K. ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. DOB NUMBER: of Acceptance of these drawings does not authorize the right to build without the authorization JAMES J DEERKOSKI, PE of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building 0 D•A•K ASSOCIATES, LLC Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such agencies prior to construction. REFER TO GENERAL NOTES FOR ALL STRAPPING, NAILING, FASTENING AND TIE DOWN DETAILS 41, I - _- t D a A o K ASSOCIATES LLC residential & commercial design•engineering•consulting 506 Main Street phone: (631�767-6071 Westhampton Beach,New York 11978 fax: (631)466-3354 E-Mail: CArm8888C'aol.com Deerkoski,Arm&Kehl Associates,LLC o formerly East End Design Associates,LLC OWNERSHIP & USE OF DOCUMENTS: These drawings and specifications including the iideas, design and arrangements represented therein, are the property of D.A.K. ASSOCIATES, LLC. No part thereof shall be copied, disclosed to others or used in connection with any work RIDGEVENT or project other than for which they have been prepared without written consent. INSTALLATION OF ROOF TRUSSES AS PER MANUFACTURES SPECS G�pFZ� 2X6 rCp AND NEW YORK STATE CODE -�pP Cy 12 12 5 NEW 5 TRUSS BY OTHERS ARCHITECTURAL ROOF SHINGLES @ 21-011m. 30# FELT EXISTING ROOF SYSTEM 4" CDX ROOF SHEATHING 2X6 BOTTOM CHORD -- 1x8 FASCIA (MATCH EXISTING) WORK NOTES: MATCH EXISTING SOFFIT 12 PROVIDE NEW 42" KNEEWALL ON TOP OF GIRDER 32 6Y'4" 1 01,; I 2 PROVIDE JACK STUDS UNDER FLAT ROOF RAFTERS PROVIDE NEW TRUSS ROOF SYSTEM HEIGHT OF NEW RIDGIIE NOT TO REPLACE EXISTING WALL INKIND EXCEED EXISTING RIDGE HEIGHT. I > 2x6-16" oc WALL STUDS 3/4" CDX WALL SHEATHING 30# FELT SIDING (MATCH EXISTING) PROJECT: TOW B PROO'hOPERTY 2X6 SHOE 2X6 ACQ SILL YOUNGS AVE. SOUTHOLD, NEW YORK, 11971 DRAWING TITLE: 12" ANCHOR BOLT MAX. 2'-0"0c. CROSS SECTION SET: ISSUED FOR: DATE: SEAL; DATE: CROSS SECTION A : MARCH 29, 2012 PROJECT NO: SCALE: "= 1'-0" Oil `. 950-2012 OF Nz-1 ,1 DRAWN BY: © COPYRIGHT 2011 D.A.K ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED ^`� DeE� op BDK UNDER FEDERAL COPYRIGHT LAW. J,�° CHECKED BY: JJD PLANS MAY NOT BE REPRODUCED WITHOUT WRITTEN AUTHORIZATION. J.=:,:;. ' HEFT NUMBER: ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF "' ' r ` D.A.K. ASSOCIATES, LLC. �i�� -.'72,' THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE A301 PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. Acceptance of these drawings does not authorize the right to build without the authorization DOB NUMBER: OF 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 JAMES J DEERKOSKI, PE agencies prior to construction. 0 D•A•K ASSOCIATES, LLc