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HomeMy WebLinkAbout38639-Z Town of Southold Annex ~y6FF0(,f~ 2/18/2014 P.O. Box 1179 54375 Main Road p Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 36774 Date: 2/18/2014 THIS CERTIFIES that the building ACCESSORY Location of Property: 1980 August Ln, Greenport, SCTM 473889 Sec/Block/Lot: 53.-6-46.7 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 1/24/2014 pursuant to which Building Permit No. 38639 dated 1/24/2014 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: ACCESSORY STORAGE BARN AS APPLIED FOR The certificate is issued to Vullo, Louis (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 36628 01-24-2013 PLUMBERS CERTIFICATION DATED u Z7 - TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE ® SOUTHOLD,NY t t 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 38639 Date: 1/24/2014 Permission is hereby granted to: Vullo, Louis 1980 August Cir Greenport, NY 11944 To: Construction of an Accessory Building: Storage Barn 54'x 30', Irregular, as applied for Replaces expired building permit #36628 At premises located at: 1980 August Ln, Greenport SCTM # 473889 Sec/Block/Lot # 53.-6-46.7 Pursuant to application dated 1/24/2014 and approved by the Building Inspector. To expire on 7/26/2015. Fees: ACCESSORY $329.20 Total: $329.20 6C]Buildi psoo r Form No.6 f"~ 4~~ 7 a s 3 TOWN OF SOUTHOLD 7 (P 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 3. Copy of Certificate of Occupancy - $.25 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 Date. New Construction: Oll~d, o~r~Pre-existing Building: ~ (check one) Location of Property: rl W ( T GX • House No. treet Hamlet Owner or Owners of Property: Lt, t ll S L~ L ( r / Suffolk County Tax Map No 1000, Section Block L Lot `I Subdivision 2 pp// Filed Map. Lot: Permit No. > OVr 3 Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ ;5n__ IF/~l/9Apwplilcant Signature ~?FFO(K Town Hall Annex C4 Telephone (631) 765-1802 54375 Main Road $ ; Fax (631) 765-9502 P.O. Box 1179 p Southold, NY 11971-0959 4~~1 # ADO roger.richert(a)town.southold.nv.us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Daniel Jerome Address: 1980 August Rd City: Greenport St: NY Zip: 11944 Building Permit 36628 Section: 53 Block: 6 Lot: 46/7 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE contractor: DBA: Celi Electrical Lighting Inc License No: 1022-e SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic Garage X INVENTORY Service 1 ph Heat Duplec Recpt 6 Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures 2 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel 1-10 A/C Blower Range Recpt Fluorescent Fixture 2 Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 3 Twist Lock Exit Fixtures TVSS Other Equipment: "BARN" Notes: Inspector Signature: Date: Jan 24 2013 Electrical CertiticateAs ~ ~ U ~ ho~v,OF 30(/T~o6 TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 SPECTION [ FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRWCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: l FJ TZ f DATE INSPECTOR `-=<Ny 3 7z ho~~pF SOUtyo6 TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] RO PLEIG. [ ] FOUNDATION 2ND [ ] SULATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: O t E 67 E DATE INSPECTOR r FIELD INSPZC ON REPORT DATE COMMENTS oll FOUNDATION (isT) i a FOUNDATION (2ND) x -a o O ROUGH FRAMINQ & PLUMBING INSULATION PER N. Y. H STATE ENERGY CODE y i FINAL o2 C c,zc ADDITIONAL COMMENTS C 1 c o ~ t~c~n ve 175- C U w ~o c~, x Ad 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 z 017 Survey SoutholdTown.NorthFork.net PERMIT NO. J a Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Examined 20 It Storm-Water Assessment Form Contact: Approved 19 45- ~ /J '20 A Mail to: Zd L Phone: 65.- ZS -C18~ Expiration C4- 200 Building Inspector APPLICATION FOR BUILDING PERMIT Date- 7 - 20 U 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. 41g at Aeof plicant or name, if a corporation) T b. ~ 16 ?o Lx o 1AI-1 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder 414kJT Name of owner of premises Lev 1/U L_-l_ o (As on the tax roll or latest deed) If applicant is a corporation, signature f duly authorized officer N n title of corporate officer) Builders License No. 1:3 -576 Plumbers License No. N Electricians License No. OZ-Z F Other Trade's License No. hJh 1. Location of land on which proposed work will be done: K60 A 't vS~7 L4 House Number Street Hamlet County Tax Ma No. 1000 Section Block 64~ Lot Ak l Subdivision-TA rDT6k 1 ~S Filed Map No. Lot 1 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy VA(-A& h b. Intended use and occupancy WAF.~ a4" WPM E*--LA'-{f--Q GAQA4 3. Nature of work (check which applicable): New Building_Addition Alteration Repair Removal Demolition Other Work ~ (Description) 4. Estimated Cost ,ocj`C, Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units umber of dwelling units on each floor If garage, number of-cars 7-- 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if an Rear Depth Height umber of Stories Dimensions of same structure erations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear 4)U r Depth 3t~ Height l S u Number of Stories b1J L 9. Size of lot: Froht 517' Rear 5s? 1 Depth S 13 r 10. Date of Purchase 7- 18 't If Name of Former Owner ?*kAr-& _ 11. Zone or use district in which premises are situated F--So 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO)<- 13. Will lot be re-graded? YESX NO Will excess fill be removed from premises? YES NO 14. Names of Owner of premises LOU YW/ r r2, Address i Y.e':YI /A"C 1L1 Phone No.544.' qSL- 7c:;.;?, Name of Architect ,4LL 1~ MEEM:.J Address~TjC.iOiXr7fL Phone No - z Name of Contractor 7j-0q FLOQ71 Address 60-z6 AlaC: Ol~-- Phone No. - q 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 MAYBE 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 * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF~jFfZ(L1 V"4_- V-4k being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the 14"q-( (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. Sw(o n to befor e t 414 a 20 1 T I, SCOTT J . q, W j' Notary Public aryPublic, State of New Y atu of lican Qualified in Suffolk County No.01SC47250 Term Expires May 31, I h~~ooS~F 01 -k, Jill \l. Doherty, President C ti Toon Hall. 5=095 Main Rd. Bob Ghosio, Jr., Vice-Wesident ` T P.O. Box 11 ?9 James F. King s ? ~`%R7 Southold. M 11971 Dace Bergen Telephone (61I) 765-1392 John Bredemeyei Fax (631) 76;-6641 -o~ BOARD Or TOWN TRUSTEES TOWN OF SOUTHOLD January 24, 2011 Mr. William Kelly Morton Building, Inc. Cox Lane Industrial Park 22355 County Road 48, Unit 4 Cutchogue, NY 11935 RE: LOU VULLO 1980 AUGUST LANE, GREENPORT SCTM# 53-6-46.7 Dear Mr. Kelly: The Southold Town Board of Trustees reviewed the survey prepared by Nathan Taft Corwin III, Land Surveyor, last dated January 13, 2011, and received on January 21, 2011, and determined that the construction of a proposed dwelling with sanitary system, porch, deck, garage, driveway, and proposed barn with porch, is out of the Wetland jurisdiction under Chapter 275 of the Town Wetland Code and Chapter 111 of the Town Code. Therefore, in accordance with the current Wetlands Code (Chapter 275) and the Coastal Erosion Hazard Area (Chapter 111) no permit is required. Please be advised, however, that no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal and/or freshwater wetlands jurisdictional boundary or seaward of the coastal erosion hazard area as indicated above, or within 100' landward from the top of the bluff, without further authorization from the Southold Town Board of Trustees pursuant to Chapter 275 and/or Chapter 111 of the Town Code. It is your responsibility to ensure that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction and Coastal Erosion Hazard Area, which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and the coastal erosion hazard area and your project or erecting a temporary fence, barrier, or hay bale berm. This determination is not a determination from any other agency. If you have any further questions, please do not hesitate to call. Sincerely, / ~9, JiYC M. Doherty, Presi~ent Board of Trustees JMD:eac New York State Department of Environmental Conservation _ Division of Environmental Permits, Region 1 SUNY @ Stony Brook 50 Circle Road, Stony Brook, NY 11790-3409 Phone: (631) 444-0365 • Fax: (631) 444-0360 Website: www.dec.state.ny.us Joe Martens Commissioner LETTER OF NO JURISDICTION FRESHWATER WETLANDS May 9, 2011 Louis Vullo 57-27 162nd Street Fresh Meadows, N.Y. 11365 Application #1-4738-04034/00001 Re: Vullo Property Facility: 1980 August Lane, Greenport, N.Y. SCTM#1000-53-6-46.7 Dear Mr. Vullo: Based on the information you submitted, the Department of Environmental Conservation (DEC) has determined that all proposed project activity required to construct a single family dwelling, garage, barn, driveway and sanitary system in accordance with the 2 page survey prepared by Nathan Taft Corwin I I I dated 9/15/10 and last revised 3/22/11, is more than 100 feet from NYSDEC regulated freshwater wetlands. Therefore, no permit is required pursuant to the Freshwater Wetlands Act (Article 24) and its implementing regulations (6NYCRR Part 663). Be advised, no construction, sedimentation, or disturbance of any kind may take place within 100 feet from the freshwater wetland jurisdictional boundary, as indicated above, without a permit. It is your responsibility to ensure that all precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Article 24 jurisdiction which may result from your project. In addition, any changes, modifications or additional work to the project as described, may require authorization by the DEC. Please contact this office if such activities are contemplated. Please note thaf thi2de relieve you of the responsibility of obtaining any necessary permits or,.-approvalncies or local municipalities. Sin erely, J- nWie nn uty Permit A cc: Morton Buildings, Inc. , BOH, File §e~~ Town of Southold Sir Erosion, $edimentation & Sjorm Water Run-off ASSESSMENT FORM PROPERTY LOCATION:. S.GT.fk k THE FO C LLOWINO pCnONS NIAY REQUIRE THE gUEIYN B)N OF A •s[ ~A°" -B&T y6 CENTfFlED BY DESIGN F9QF9-wl0rM6 GE In Inu ATE of NEW ORK. SCOPE OF WORK - PROPOSED CONSTRUCTION MW # / wORKASSFSSWW Yea No a. What is on Taal Area a ills Project Parbeb? prlcaxte Taal Area a allPaceb Located wahin Ge ~ d Razeb Inch P& on SW the Scope of Work for Proposed Contrition) Uhise kern by a cl7Wo ud fro kldt Ref tfall on She? n•oS.ueatedbysRe b. WhaistoT'OtwAmofLand aming (s.P.rAa-) Wwoo stmo all antler GrotaM 17tskelrerlce tor: proposed Me Mneroverre aswel as a1 rArn11UC§Dn adpA Ayf pf sudeealxl'ihe Pemlanent creation of (sF.rAa-> *+IPeMoua surfacas.) nOVMZ BRW PHQ}ECr DE4CIVE10N F wNaadua P8m"Naaa) Dmk"e me Pais In lira vSY r & LOCBVPropose ~tshalIncl dealProposedGra MWVN g,Locaon? nds C'1 Ai~ ~PtX~i Slopes Controhgs Water rd ? ("'I ~P- Pfl ~~lJ' X 60, a~Mwa~el wider SunNry predoss that baerosion control site erosion sturn water dectiarges, Foe- A ~ ' X 14g ' 6kW4 !te rn mu t be rilegTl an d throe f i1 T li LJ Consdudhn Period. q WillMb Project Requtre.anir Land F%V, Grading or Excavation where there Is a charge to the Natural Existing Grade Involving more than 200 Cutdc Yards of Material within any Parcel? 5 Will this Application Require Land Disturbing Activities EnoompassYg an Area in Excess of Five Thousand J5,000 S.F.) Square Feet of Ground Surface? 6 Is there a Natural Water Course Running through the Site? Is this Project within the Trustees jurisdiction awwral DEC SWPPP Rgffl* is : or within One Hundred (,OO) feet of a Wellandor submission of a SwPPP r requhed for as Cwn" sclNPoes kmMng son Beach? - - dbnabanep of and or nxxs acres: a cltAh9 rsrdrances of lass didrr one eve Mat 7 IT WRtitare nd Site Itrepardtbnel o ars WofalaWr amnnr *n Md will uNfmary mahab one amore ame arnt F-~dstln9 Grade SIDPes hrobdrrg ownmc re actlvaes twaft wit dbhatmn of less than ors ave where E7tceed FIR.eert (15J fe of Vortical Rise (0 Me DEC Ave dawak" thata SPDES penM Is requNpd wsmm war'dednrgm One Fllsrdred (1U0') of Horizonte l.Dlstance? F-1 . . (SWipples a" for alma water Discharges s from ReCons atulrwonnr of nn sPOES cenenl eemrit . 8 Will Driveways, Parking Areas or Other Impervious ~ ac" "-PermN No. OP-040-'011114 Surfaces be Sloped totaled Morin-Water Run-Off /V I. ThetIWPPP doll be papered prr m Me sub Mrlathe NOL The Nor shall be into and/or N the direction of a Town dgfN-pi wlay? T vA~ b an DeprboaM prrbtba ammmosment aooashictlon acthft. 2. The$WPPP doll dowtea the earn aaaerrnmtaMal Faction WW where 9 WD tits Project Require- the PlecarrlentOMaWK mgehed,poNcaabucdonslamwawrra tgded-MetwBbeu Ww4tar Remove( of VegeMdpn andfw ft CalstruatlOna eaabucaab rstitroa the polt*in SON" water agh"es and Is agars . Item Wa)dn the Town ary arrpIaiaw1b Mp amr and oaMBaraMrpama.raddtlmllw SVIN"shell Area?frhh MawaNDT rMrelua. of Read $ho}31der Ida did wawaaurad4dragas hargaabn whkh may OaswobNba expWedbel(adMe atDrMwfApar).. quoft ay of a sbm, NOTE BNyArowarb Oratloa one tlrovolr YAnerMSwaad wbratar-Ill flak 3. AB SwPPPatAet rarrss tha~advm warrmansaenredpraWa baaoxand MaapatruoDorr alb drailaneaNbMvaerr a, W&F.a,A"Inans. poramshaab'prepared bye gwMrd Dal?n Pwb-'mw Lrce.ad rNewYora =an aa. anlaaat3naancmAOfsrnrRsgasaaMaaraaa aunsralr lacrsrdaeababtha priw,prs aat pra¢tlcss ofswmWalerMmaeawM, dNwtbe 8a6matM waavrwPdorarewrcaaArgBUadrgPw^t. RtarE AChsdrtlrkl•II arWaAnasabraeeA OUSdkrrb RegrsedwaemgsteApprollur) SPATE OF NEW YORK G,'' Notary Public, State of New York COUNTYOF....! >UF .....................SS No.018U8185060 Qualified in Suffolk County Commission Expires April 14, 2Q1-j v- That 11 a . A. being duty sworn, deposes and says that he/she is the applicant for Pernik Arid that he/she is the A~f~»a 7..».»....... "'I~r'K:c«1i+elon~oerit: ca6aaie'~~re'ievaj Owner and/or representative of the Owner or Owners, and is duly authorized to perform or have performed the said work an d m make and file this application; that all statements contained in this application are true to the best ofhis knowledge and belief; and that the work will be performed in the manner set forth in the application filed herewith. 7 Sworn to befo a this; C 3.......„ day of , 20... Notary Public f .vl n . . (sy ) FORM - 06110 OF StKjr~o6 Town Hall Annex 4 Telephone (631) 765.1802 5 54375 Bo 1179 G, • rOger.rlChBrt(e BOU gOR nV us Southold, NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION IREQUESTED BY. Nwyr m\C\C-1CCeSkA I Date: idompany Name: - 1. 'LT I\IJC Name: License No.: a Address: fZ 1.11{ N . Phone No.: _ - a a JOBSITE INFORMATION: (*Indicates required information) rr *Name: AW1-L *Cross: ,`~?ZO R\) 1 S i 1 )fin, ,+bPT i^(,4 1194L/ ~a l c N *Cross Street: *6fione No.: PAFrr,it No.: 3 la in .a ?ax=Map District: 1000 Section: Block:_ Lot: - J( 'kIEF DESCRIPTION OF WORK (Please Print Clearly) W~Ra ~Fs n>? I~`7CX~ ~~7 13~P~ (Please Circle All That Apply) *I§ Job ready for inspection: CYE / NO Rough in final *Ch?: you need a Temp Certificate: YES / NO Temp Information (If needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *Nevy Service: Re-connect Underground Number of Meters Change of Service Overhead A`lditionai Information: PAYMENT DUE WITH APPLICATION 1~Le, ~(~`Sa-~ ~ D 82-Request for Inspection Form , A~ CERTIFICATE OF LIABILITY INSURANCE OAT 09/?;20,10 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(les) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the c certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Ann Risk services central, Inc. Chicago It Office pArcHONE No ; (866) 283-7122 aC NO.: (847) 953-5390 `y Ext) 200 East Randolph E-MAIL 0 Chicago It 60601 USA ADDRESS : o CUSTTOUMER ID M: 570000002447 = INSURER(S) AFFORDING COVERAGE NAIC N INSURED INSURER A: Zurich American Ins CO Of Illinois 27855 Morton Buildings, Inc. INSURER B: American Zurich Ins Co 40142 Attn: Mr. Pat Mooney 252 West Adams Street INSURER C: Great American Assurance Company 26344 Morton It 61550 USA INSURER D: : INSURE!! NSURE: COVERAGES CERTIFICATE NUMBER: 570040155589 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. Limits shown are as requested LTR TYPE OF INSURANCE INSR WVD POLICY NUMBER POLICY EXP MMIDD/YEFF MM/ODM'YY LIMITS GENERALLIABILITY GLO EACH OCCURRENCE $1,000,000 X COMMERCIAL GENERAL LIABILITY PREMISES Ee ocourrence $1,000,000 CLAIMS-MADE ? OCCUR MED EXP(Any one person) $5,000 PERSONAL &ADV INJURY $1,000,000 GENERAL AGGREGATE $2,000,000 n GEN'L AGGREGATE LIMIT APPLIES PER. PRODUCTS-COMPIOP AGG Excluded POLICY X PRO LOC o A AUTOMOBILE LIABILITY BAP 9376314 07 10/01/'2010 10/01/2011 COMBINED SINGLE LIMIT $1,000,000 Ea accsd,mcida tJ BODILY INJURY (Per person) O ALL OWNED AUTOS Z BODILY INJURY (Per acGdent) N 1XX ANY AUTO SCHEDULEDAUTOS PROPERTY DAMAGE m HIRED AUTOB Per accitlentl NON OWNED AUTOS y U C X UMBRELLA LIAR X OCCUR UMB2098306 1010112010 10/01/Z011 EACH OCCURRENCE $1,000,000 EXCESS LIAR CIAIMS-MADE umbrella Liability AGGREGATE SIR applies per policy terns & condi ions $1,000,000 DEDUCTIBLE Pmd./Completed Ops. $1,000,000 % RETENTION Retention $25,000 B WORKERS COMPENSATION AND wc93763 1 7 10 01 20 0 1010112011 WC LIMITS OTH- EMPLOYERS' LIABILITY Y/N A05 X TORY LIMITS E B ANYPROPRIETOR/PARTNER/ EXECUTIVE E.L. EACH ACCIDENT $1,000,000 OFFICEWMEMBER EXCLUDED? N/A WC937631207 1010112010 1010112011 (Mandatory in NH) WI,MA,MOnO EXC Ohio E.L. DISEASE-EA EMPLOYEE $1,0001000 II yes, describe under DESCRIPTION OF OPERATIONS below SIR applies per policy ter 5 & condi tons E.L. DISEASE-POLICY LIMIT $11000,000 2 DESCRIPTION OF OPERATIONS I LOCATIONS / VEHICLES (Attach ACORD 101, Additional Remarks Schedule, it more space is required) 1 CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. a Town of Southold AUTHORIZED REPRESENTATIVE PO Box 962 Cutchogue NY 11935-1146 USA ^^/~J pie cis ~c7.cr L~ia~,aa ©1988-2009 ACORD CORPORATION. All rights reserved. ACORD 25 (2009/09) The ACORD name and logo are registered marks of ACORD STATE OF NEW YORK WORKERS' COMPENSATION BOARD CERTIFICATE OF NYS WORKERS' COMPENSATION INSURANCE COVERAGE Ia. Legal Name & Address of Insured (Use street address only) I b. Business Telephone Number of Insured 309-263-7474 Morton Buildings, Inc. 252 W. Adams Street lc. NYS Unemployment Insurance Employer Morton, IL 61550 Registration Number of Insured 1532342 Work Location of Insured (Only required if coverage is specifically 1 d. Federal Employer Identification Number of Insured limited to certain locations in New York State, i.e., a Wrap-Up Policy) or Social Security Number 37-0347310 2. Name and Address of the Entity Requesting Proof of 3a. Name of Insurance Carrier Coverage (Entity Being Listed as the Certificate Holder) American Zurich Insurance Company Town of Southold 3b. Policy Number of entity listed in box "la" 54375 Main Road WC 9376311-07 Southold, NY 11971 3c. Policy effective period 10/01/10 to 10/01/11 3d. The Proprietor, Partners or Executive Officers are ® included. (Only check box if all partners/officers included) all excluded or certain partners/officers excluded. This certifies that the insurance carrier indicated above in box "3" insures the business referenced above in box "la" for workers' compensation under the New York State Workers' Compensation Law. (To use this form, New York (NY) must be listed under Item 3A on the INFORMATION PAGE of the workers' compensation insurance policy). The Insurance Carrier or its licensed agent will send this Certificate of Insurance to the entity listed above as the certificate holder in box "T'. The Insurance Carrier will also notify the above certificate holder within 10 days IF a policy is canceled due to nonpayment ofpremiums or within 30 days IF there are reasons other than nonpayment ofpremiums that cancel the policy or eliminate the insured from the coverage indicated on this Certificate. (These notices maybe sent by regularmail) Otherwise this Certificate is valid for oneyearafter this form is approved by the insurance carrier or its licensed agent, or until thepo/icy expiration date listed in box "3c", whichever is earlier. Please Note: Upon the cancellation of the workers' compensation policy indicated on this form, if the business continues to be named on a permit, license or contract issued by a certificate holder, the business must provide that certificate holder with a new Certificate of Workers' Compensation Coverage or other authorized proof that the business is complying with the mandatory coverage requirements of the New York State Workers' Compensation Law. Under penalty of perjury, I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has the coverage as depicted on this form. Approved by: Mary Keane (Print name of auth zed representative or licensed agent of insurance carrier) Approved by: 10-01-10 (S'8nar~e) (Date) Title: Regiona Operations Manager Telephone Number of authorized representative or licensed agent of insurance carrier: 312496-9345 Please Note: Only insurance carriers and their licensed agents are authorized to issue Form C-105.2. Insurance brokers are NOT authorized to issue it. C-105.2 (9-07) www.wcb.state.ny.us Workers' Compensation Law Section 57. Restriction on issue of permits and the entering into contracts unless compensation is secured. 1. The head of a state or municipal department, board, commission or office authorized or required by law to issue any permit for or in connection with any work involving the employment of employees in a hazardous employment defined by this chapter, and notwithstanding any general or special statute requiring or authorizing the issue of such permits, shall not issue such permit unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair, that compensation for all employees has been secured as provided by this chapter. Nothing herein, however, shall be construed as creating any liability on the part of such state or municipal department, board, commission or office to pay any compensation to any such employee if so employed. 2. The head of a state or municipal department, board, commission or office authorized or required bylaw to enter into any contract for or in connection with any work involving the employment of employees in a hazardous employment defined by this chapter, notwithstanding any general or special statute requiring or authorizing any such contract, shall not enter into any such contract unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair, that compensation for all employees has been secured as provided by this chapter. C-105.2 (9-07) Reverse STATE OF NEW YORK WORKERS' COMPENSATION BOARD CERTIFICATE OF INSURANCE COVERAGE UNDER THE NYS DISABILITY BENEFITS LAW PART 1. To be completed b Disability Benefits Carrier or Licensed Insurance Agent of that Carrier I a. Legal Name and Address of Insured (Use street address only) I b. Business Telephone Number of Insured 309-263-7474 Morton Buildings, Inc. Ic. NYS Unemployment Insurance Employer Registration 252 West Adams Street Number of Insured Morton, IL 61550 1532342 Id. Federal Employer Identification Number of Insured or Social Security Number 37-0347310 2. Name and Address of the Entity Requesting Proof of 3a. Name of Insurance Carrier Coverage (Entity Being Listed as the Certificate Holder) American Zurich Insurance Company Town of Southold 3b. Policy Number of entity listed in box "I a": 54375 Main Road WC 9376311-07 Southold, NY 11971 3c. Policy effective period: 10-01-10 to 10-01-11 4. Policy covers: a. ® All of the employer's employees eligible under the New York Disability Benefits Law b. ? Only the following class or classes of the employer's employees: Under penalty of perjury, I certify that 1 am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has NYS Disability Benefits insurance coverage as described above. Date Signed: 10-01-2010 By: (Signature of insurance carrier's authorized tativ rNY$ censal Insurance Agenlofthat insurancecarrier) 90 Telephone Number: 312-496-9345 Title: Regional Operations Manager IMPORTANT: If box °4a^ Is checked, and this form is signed by the Insurance carrier's authorized representative or NYS Licensed Insurance Agent of that carrier, this certificate is COMPLETE. Mail it directly to the certificate holder. If box"4b"is checked, this certificate is NOTCOMPLETE for purposes of Section 220, solid. 8 of the Disability Benefits Law. itmustbemailed for completion to the workers' Compensation Board DO Plans Acceptance Unit, 20 Park Str Alban New York 12207. PART 2. To be completed b NYS Workers' Compensation Board (Only if box 114b" of Part 1 has been checked State Of New York Workers' Compensation Board According to information maintained by the NYS Workers' Compensation Board, the above-named employer has complied with the NYS Disability Benefits Law with respect to all of his/her employees. Date Signed By (Signature of NYS Workers Compensation Board Employee) Telephone Number Title Please Note: Only insurance carriers licensed to write NYS disability benefits insurance policies and NYS licensed insurance agents of those insurance carriers are authorized to issue Form DB-120.1. Insurance brokers are NOT authorized to issue this farm. DB-120.1 (5-06) Additional Instructions for Form D13- 120.1 By signing this form, the insurance carrier identified in box "3" on this form is certifying that it is insuring the business referenced in box "I a" for disability benefits under the New York State Disability Benefits Law. The Insurance Carrier or its licensed agent will send this Certificate of Insurance to the entity listed as the certificate holder in box "2". This Certificate is valid jor the earlier ofoneyear after this form is approved by the insurance carrier or its licensed agent, or the policy expiration date listed in box "3c". Please Note: Upon the cancellation of the disability benefits policy indicated on this form, if the business continues to be named on a permit, license or contract issued by a certificate holder, the business must provide that certificate holder with anew Certificate of NYS Disability Benefits Coverage or other authorized proof that the business is complying with the mandatory coverage requirements of the New York State Disability Benefits Law. DISABILITY BENEFITS LAW §220. Subd. 8 (a) The head of a State or municipal department, board, commission or office authorized or required by law to issue any permit for or in connection with any work involving the employment of employees in employment as defined in this article, and not withstanding any general or special statute requiring or authorizing the issue of such permits, shall not issue such permit unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair, that the payment of disability benefits for all employees has been secured as provided by this article. Nothing herein, however, shall be construed as creating any liability on the part of such state or municipal department, board, commission or office to pay any disability benefits to any such employee if so employed. (b) The head of a state or municipal department, board, commission or office authorized or required by law to enterinto any contract foror in connection with any work involving the employment of employees in employment as defined in this article, and notwithstanding any general or special statute requiring or authorizing any such contract, shall not enter into any such contract unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair, that the payment of disability benefits for all employees has been secured as provided by this article. DB-120.1 (5-06) Reverse e.P 3b6K BUILDING PERMIT EXAMINER CHECKLIST *Date Submitted: 7-17-11 -11 Date Reviewed: Applicant: `A' Owner: V ATdriterVEngineer: Estimated Cost: P/b $ 358, arld~ SCTM# 1000 - ^53 - 6 - 7Subdivisio II - Zone: ~~DConforming? Y4~ Property Address: 19 70 City: Pre COs? N~ IVO,+/E Building Permits (Open/Expired): BP -Z / Go Z- Info: BP -Z / C/o Z- Info: BP -Z / 00 Z- , Info: BP -Z / C/o Z- Info: BP -Z / C/o Z- Info: _ Single&Separate Search Required? Yo(N Determinatioki: o-t>L'fgooo4#SToRtAw4TEk RttmaeF, uK REQ. Lot Size: $9 K ACT. Lot Size: 7 581 - REQ. Lot Cov. ACT. Lot Cov. REQ. Front ACT. Front REQ Side P- S- ACT. Side REQ. Rear P-S / PROP. Rear REQ. Height. ACT. Height RE9t. Borth SIDES A CST Q Project Description: S o' a~ Waterfront? Y o If yes, water body: Panel# Flood Zone: - Bulkhead/Bluff Distance: ADDITIONAL APPROVALS REQUIRED QLgNS(~~ SIGNED SEALED ~~SuRVEY~M Suffolk County Health: Y o>®- If yes, *Bed#: _ *Date: *Permit#: Town Septic: - If no, certification required: Y or N Received: Y or N By: l~ /O NYS DEC: PRE-Dec giros Y oC Date: Permit Fn~l + r NJ Letter - Notes: Southold Trustees: YY oo N Date: Permit NJ Letter Notes: Southold ZBA: Y oA N/- Date: Permit - Notes: Southold Planning: Y org- Date: Permit - Notes: Town Landmark C of A: Y o TE: *NYS CODE Fompliance (page 2) Y6r N CONTRACTOR t1CtNSE l7 DISABILITY -0 K61 ABII-ITyONWokk/tENS C0 At PIE!W 4T-l0 o Notes: ~cdr- 17 o «a a -d Fee Structure: Calculation: Foundation: SF X $ , ~o S SS• First Floor: SF + Initial Fee: $ oo , era Second Floor: - SF + Additional Fee $ Other: SF SF X $ , Total: 39 SF + Initial Fee: $ + Additional Fee ( $ C OF o FEE iP So. ao Ifo AS BUILT FEE -0 TOTAL:$ NEW YORK STATE CODE COMPLIANCE CHECICLIST CLIMATIC/GEOGRAPHIC DESIGN CRITERIA: Ground Snow Load: 20, Wind Speed:. 120MPH _ Seismic Design Category: B Weathering: Severe Frost Depth: 36" _ Termite: M-H Decay: S-M Design Temp: 11 lee Shield Underlay: YES_ Flood Hazards: USE/OCCUPANCY CLASSIFICATION: HEIGHT/FIRE AREA: TYPE OF CONSTRUCTION: DESIGN CRITERIA: ENGINEERED/PRESCRIPTIVE FULL FRAMING DESIGN ELEMENTS: Y/N HEADERS: YIN WALL STUDS: Y/N GIRDERS: Y/N CEILING JOISTS: Y/N FLOOR JOISTS: Y/N ROOF RAFTERS: YIN LUMBER SPECIES AND GRADE: YIN WINDOW AND DOOR SCHEDULE: MISSLE TEST REQUIREMENTS: Y/N EGRESS 5.7 S.F.: Y/N ti LIGHT 8%: Y/N VENT 4%: YIN NAILING/CONSTRUCTION SCHEDULE:Y/N 137r-. MEANS OF EGRESS: Y/N /3 PLUMBING RISER DIAGRAM: Y/N b LOCATION OF FIRE PROTECTION EQUIPMENT: Y/N TRUSS DESIGN: YIN CERTIFICATION: Y/N ENERGY CALCS: Y/N (RESCRECK) TOTAL COMPLIENCE? Y/N (RETURN TO PAGE ONE) SHEET 1 OF 2 TEST HOLE DATA GGS~ vP~~ SURVEY qOF (TEST HOLE DUG BY MCDONALD GEOSOIENCE ON AUGUST 25, 2010) l LOT 1 C , eL_ e 5 0' ? _o' `Qrjr MAP OF'T T 7~C DARK BROWN LOAM OL PARADISE 1SLLj S Q' ° 0,5 Gry%e YK A) `p 65 B FILE No. 11881 FILED JANUARY 8, 2003 I BROWN SILT ML GA oiN, oa,R 6 r a 4.3' SITUATE O c°~~ Sloe C ry~±e ~ ARSHAMOMAQUE P OF ca~Cs~9oN S C) ASOdycSDo RBll ss IP TOWN OF SOUTHOLD WATER IN BROWN SILT ML C `s fv.~~o 6 AbI RP~192 9s 'moo sP~ SUFFOLK COUNTY, NEW YORK L 3.0' 6 ~ 0~9 N P ~ ) wE3CV 3 ~L O O S.C. TAX No. 1000-53-06-46.7 °y SCALE 1"=100' '3'1 HC 0)~4 x3~N i ~N \ Do f \ Q+ 'I of ~PllS W SEPTEMBER 15, 2010 jEo ICo ~-y d JANUARY 13, 2011 REVISED SEPTIC SYSTEM PE S.C.D.H.S. NOTICE 11-2-20'O WATER IN BROWN FINE \V i F6R / T T FOL MARCH 22, 2011 CLEARING LIMITS AS PER N Y.S.D.E.C. NOTICE AREA = 330,252 sq. ft. TO COARSE SAND sw A's-p WITH HEAVY GRAVEL OF 7.581 OC. s tV w \~~Fm o 6 <JP z 3 CERTIFIED T0: \ .p0~M m. o I r y9 CHICAGO TITLE INSURANCE COMPANY AN 3 0/ CH\NEP'~ J, } LOUIS S. VULLO OF nzl MM1 OE55 NOTES' so. j ~y oz~ To 3 Z PROUjf ~O , 1. ELEVATIONS ARE REFERENCED TO AN ASSUMED DATUM S~ F- L o O'P p ro" EXISTING ELEVATIONS ARE SHOWN THUS: SAS / 30' a 2 ( 2 y' ppfsro 2. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD p/ O fP OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. ~1k / PORCH J / o 1A, x 3 rol I Oo ~ x ~Z6 'FO LMA A7 PeiP aF`vWDAP GPfi GV"00~0 I MPCN\HS52 c~e t~ o c 53i'a HOC / o fiE 3 R ,y1 'Ep ¢NW~/~~'mv / ° 60, LOT ® Ary ` VACANT e0L PIPES CREEK / iA O O `L / .lP ) I O x I.V11v rY ro~i ~G s~~o~ A~ / / s \ ' LOT ?l tg v~ 3~ wsryoA\ 9 X090 c Q- h 1 T 2 4Hi JT ~~m wL / `J F o 5F, ,ta oSED,. °'~4sS`" / SRO ryeo v9'EF ~p P 2 O~ - P NE hp BRY -F - / c-'3- 0 so PGp2 ~SV D 8t 'G, P,,C KEY MAP 0 ~Q020~ RsC~ ~s 0 R p o SCALE 1"=1,000' a a / ,0o v o o / 1 m `c SUBJECT °a \ ~2 ) ( PROPERTY / oA, S, 5E`C - LOT ~3 L\ O K *AD CZ0 / 5'(N i~ VACANT A 'STAND VIEW UNE o 593 9 z _ _ I No ' / oC2 o M Ti / `"icy / OF NE wYp 1 11111 4 GO 'DS F, m W T ~~OC / PREPARED IN C G \ / UNAUTHORIZED ALTERATION OR ADDITION STANDARDS TIT TA 10 NOE TO THIS SURVEY Is A VIOLADDN OF a+ THE u. s Arv V ALU FOR SUCH E HY EW D SECTION ]}09 OF THE NEW YORK STALE i UNK Nathan Taft Corwin III o ~1H EDUCAILON LAW. TITLE Asso ATI~N. LOT ~ COPIES OF THIS SURVEY MAP NOT BEARING • - * Land Surveyor / EMBOSS LAND SEAL SHALL' NOT eE SEAL OR cT FA \ VACANT ~ To BE SA vAUO TRUE cow. 2. ' Yf( CERTIFICATIONS INDICATED HEREON SHALL RUN - (y Successor To: e J. Isaksen, Jr L5. ZCl ONLY TO THE PERCON ERSON FOR WHOM THE SURVE" Jos wVi. Jos¢ph pM1 A. Iag¢yn0 L5. (((~~13 TI PREPARED. AND ON HIS BEHALF TO THE (~~~.'1 Z 5 ~Q•C TEND COMPANY, GOVERNMENTAL AGENCY AND t NIYV' Title Surveys -Subdivisions - Site Plons - Construction LaYOU( \ LENDING INSTITUTION N LISTED HEREON, AND 9->m DF TO THE A55IGNEES OF THE LENDING INSTI- PHONE (631)727-2090 Fax (631)727-1727 TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. THE EXISTENCE OF RIGHT OF WAYS OFFICES LOCATED AT MAILING AGGRESS AND/OR EASEMENTS OF RECORD, IF 158fi Mai, Road PD. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. N Y 5_ LIC_ No. 50467 Jomespo,t, New York 11947 Cdr espo i New York 11947 i HOUSE SCALE 1"=40' SHEET 2 OF 2 / DETAILS ~u FBI O DRAINAGE SYSTEM CALCULATIONS: -p i ROOF AREA: 2,608 sq. ff. / PC 2,608 sq. ft. X 0.17 = 444 cu. ft. / m TIT ..0 -OD 444 cu. ff. / 42.2 = 11 vertical ft. of 8' did. leaching pool required / _.m ON 1 PROVIDE (6) 8' did. X 2' high STORM DRAIN POOLS IF / rn PROPOSED 8' DIA. X 2' DEEP DRYWELLS FOR ROOF RUN-OFF ARE SHOWN THUS: ISH 313 11 - O T_ PROPOSED CONTOURS LINE SHOWN THUS: 10 - ? SEPTIC SYSTEM CALCULATIONS: ? yP 1. MINIMUM SEPTIC TANK CAPACITY FOR A 1-4 BEDROOM HOUSE IS 1,000 GALLONS. C\ 1 TANK; 8' LONG, 4'-3" WIDE, 6'-7" DEEP N Gm 2. MINIMUM LEACHING SYSTEM FOR A 1-4 BEDROOM HOUSE IS 250 Sq ft SIDEWALL AREA. m 5 POOLS; 2' DEEP, 8' dia. O- 200 3. SEPTIC SYSTEM STRUCTURES: 1 PROPOSED 50% FUTURE EXPANSION POOL WP{ - Q PROPOSED 8' DIA. X 2' DEEP LEACHING POOL PROPOSED 1,000 GALLON SEPTIC TANK PROPOSED SEPTIC SYSTEM DETAIL HOUSE (NOT TO SCALE) ELEV. r2 0' FINISHED GRADE FINISH GRADE ELEV_ 11.0' _ ELEV. 1.0' TOP EL. 9.5 f-1' MIN. TOP EL. 9.5 t-1' MIN. MIN. 4" DIA 6" PREPARE E M INV. EL. APPROVED PIPE STAPNKG APPROVED PIPE POOL VG LEACHING TM SAND EAN F N DA -n. PITCH 1/a"/1' Irvin. PITCH 1m Pool mI INV. EL ZB' o COLLAR AT TIT L Ay D INV. EL 85 INV. EL. FOR CH AYH T D TIT- ASSO '11Cpt1` b'U Z Z DISTRIBUTION POOL OF HOT. EL. 6.0' GROUND WATER 5 POOL SYSTEM ELEV. 3.0 SEPTIC TANK (7) 1. MINIMUM SEPTIC TANK CAPACITIES FORA I-4 BEDROOM HOUSE IS 1,000 GALLONS. LEACHING POOLS (5) LAW 1 TANK; 8' LONG, WIDE, DEEP 1. MINIMUM LEACHING SYSTEM FOR A 1-4 BEDROOM HOUSE IS 300 sq ft SIDEWALL AREA. 2. CONCRETE SHALL HAVE AVE A MINIMUM UM COMPRESSIVE STRENGTH OF 3,000 psi AT 28 DAYS. 5 POOLS: 3' DEEP, S' dlo_ N.Y.S. Cm. it 50467 3. WALL THICKNESS SHALL BE A MINIMUM OF 3', A TOP THICKNESS OF 6" AND A BOTTOM THICKNESS OF 4". 2, LEACHING POOLS ARE TO BE CONSTRUCTED OF PRECAST REINFORCED CONCRETE (OR EQUAL) UNAUTHORIZED ALTERATION OR ADDITION ALL WALLS. BOTTOM AND TOP SHALL CONTAIN REINFORCING TO RESIST AN APPLIED FORCE OF 300 pat LEACHING STRUCTURES, SOLID DOMES AND/OR SLABS. C OLATION TO TION ]209 SURVEY OF IS A THE VIEW YO OF 4. ALL JOINTS SHALL BE SEALED SO THAT THE TANK 15 WATERTIGHT. 3. AL'. COVERS SHALL BE OF PRECAST REINFORCE- CONCRETE (OR EQUAL). EDUCATION NEW YORK STATE fi. A 10' Nfl DISTANCE BETWEEN SEPTIC TANK ASA HOUSE SHALL BE MAINTAINED A MAX. TOLERANCE OF 11/4") a . A AN 10 8' mmn_ DISTANCE BETWEEN LEACHING POOL AND WATER LINE SHALL BE MAINTAINED. EDUCATON GARY, To 0 5. TIFF SEPTIC TANK SHALL BE INSTALLED AT LEVEL IN ALL DIRECTIONS Nathan Taft Corwin iii ON 0, MINIMUM 3' THICK BEE OF COMPACTED SAND OR PEA GRAVEL 5 n. DISTANCE BETWEEN ALL LEACHING POOLS AND SEPTIC TANK SHALL BE MAINTAINED . COPIES OF THIS SURVEY MAP NOT BEARING . 'HE SURVEYOR'S INKEJ SEAL Land Surveyor LAND EMBOSSED SEAL SHAL_ NOT BE CONSIDERED TO RE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RU\ ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE Successor To'. Stanley J. IsakS¢q Jr LS. TIRE COMPANY. GOVERNMENTAL AGENCY AND Josean A Ingegno LS. :ENDING INSTITUTION LISTED HEREON, AND Plle Surveys - trodrvlsNus - Site Plans - Construction Layou1 To THE ASSIGNEES OF THE LENDING INSTIL- TuTION. CERTIFICATIONS ARE NOT TRANSFERABLE. PHONE (631)727-2090 Fax (631)727-1727 THE EXISTENCE OF RIGHT OF WAYS OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD. IF 1586 Main Rood P.O. Bo. 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jomesport. New York 11947 Jamesport, New York 11947 I SHEET I OF 2 TEST HOLE DATA SURVEY OF LOT 1 (76T HOLE DOG BY MCDONALD GEOSCIENCE ON AUGUST 25. 2010) EL 90 MAP O 1 ' ~ ~/T////~j~~J ARK BROWN LOAM OL //////1I PARADISE ISLES LLLL-Ll_ 05' A', P`y FILE No. 11881 FILED JANUARY 8, 2003 I DROWN SILT ML I.Nn mS- SITUATE 0, Col" ED ARSHAMOMAQUE 4] OF ~'s°a oNµ ceOSEM~ Gam. N~ TOWN OF SOUTHOLD WATER IN BROWN SILT ML Di P~ ~acM N ws," e`I ° Go s~ SUFFOLK COUNTY, NEW YORK E_ 3.61 HE GS FYV B NN eR°~VW~ ~m O ~c^ 6. PD`,9 R. wAE 3 'o °o S. C. TAX No. 1000-53-06-46.7 O\c FT \ w O; l O SCALE 1100' °~o"' F01 / D" c,At 11 SEPTEMBER 15, 2010 S, TA35 A GO\ JANUARY 13, 2011 REVISED SEPTIC SYSTEM PE S.C.D.H.S. NO-ICE 11-2-2010 To APO o MARCH 22, 2011 CLEARING LIMITS AS PER N'S.D.E.C NOTICE WATER IN BROWN FINE Y T THOLE LEO JUNE 22, 2011 CORRECTED EFFECTIVE CESSPOOL DEPTH To COARS= SAND SW ms's A / BJF AUGUST 1, 2011 REVISE PROP_ BARN LOCATION ITT HEAV" 'RAVEL oR p.F. ~Fys ~ AREA = 330,252 sq. H. 12 ' \~F2 O 6 ~NT z 7.581 cc. o00 I~ r CERTIFIED TO' CHICAGO TITLE INSURANCE COMPANY s° ~3 r R ESE r3Q LOUIS S. VULLO NOTES SF-T ~E o° ~T Q y~ 1. ELEVATIONS ARE REFERENCED TO AN ASSUMED DATUM AT _2 ' 2 ti ~~fsro EXISTING ELEVATIONS ARE SHOWN THUS: TDo ^p. / / O o~ `~4 2. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD ~ o M~ ROa A OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. P s~ 3 t ~ U 2 s2v` ° Sµtk I E Q \ 2 ty0I9 \ 1 Ci Y 2¢ o-~ sy/ DV~~ ~ ~ ~ ~ eA Qr¢"~P e`'NNG~ Y'~\~\ PP\ ru I o IFMa 'jE II~ ~ LOT -iY.~ 0 O 3 1 I- SPES ~j CREEx VACAN_ OT 1 I I ~ ~ a ~T O oa I~ ~ Sy cC n m ° r s 75' Atl. ''`P~" / s m ti Mot e A~~ ° a'`° C, / C t ` / s p LOT [1] V~ \I R1 EP , 1<rD' 02 / PORC 170' WC ~ e K _ q M'// v G`o 1 J [ ORN w t / f o ° N ID, e ERO~Y OtO IT - T' 4C~g A C / I 1 Q~e r E~ dfi I O vG ~G PS S O z OV BOO E m W4/ 6`" P~ Q2Qv / OZ a 2 AY s J VE N TEFL ovr70e~ f 30 1 v, 1 _ ~O S"s, pO e \ E~ m~~,,~m 2 KEY A 4ee° J C v ,a AT p 1 SCALE I"=1,000' / A p A, A) SUBJECT ° o \ PROPERTY. SE AaE }y - LOT 3 - TU o J'"o e / _ 5 VACANT e Q ~ y OF ISLAND VIEW LANE r - ~ ryb 9 i m TO T~ 4 X~ B o. l NCF I T, IRS IC, z To LF R rvc T.-. THE M oc Z 1 INIMUM UNAUTHORIZED ALTERATION OR ADDITION VE AS EArABLISHE A L - "GE E THIS E ION SURVEY A "°ETI°rv L I ED ADOPTED o c^ v` / _ - NK FE o ]Dos OF THE NEw roRrv STATE S LAND Nathan Taft Corwin III 9To (y~ g0 Nt{NAN E_ EDICATI EDUCATION LAW_ i 1 _ R o STATE G LOT ~ COPIES OF TH15 SURVEY MAP NOT BEARING Land Surveyor l~~Z T t / IC I THE LAND SURVEYORS INKED SEAL °R F` T VACANT EMBOSSED SEAL SHALL NOT BE CONSIDERED 'k REY Z ',f A O TO BE A VALID TRUE COPY. 777 - Is CEKDRICATIONS INDICATED HEREON SHALL RUN Successor -o'. Stanley J. Isaksen, Jr LS. t j 't,6 ONLY TO THE PERSON FOR WHOM THE SURVEY J.,,h A, Inget]no LS. IS PREPARED ANC ON HIS F N BEHAL TO THE N,(s y S N COMPANY GOVERNMENTAL AGENCY AND iifle Surveys - Sub0.vi5ion5 - Ste Plarls - Construc"On LayOUf LE -2090 NDING (T LEND DING INSTITUTION LISTED HEREON, F "F r^ TD THE ASSIGNEES OF F THE THE LENDING NSFER Fa. (631 ]2]-t S] TH?ON. CERTIFICATIONS ARE NOT TRANSFERABLE. PHONE (631)727 N' THE E%ISTENOE O OF F RIGHT OF WAYS .~~A,~^~ OFF2E5 LOCATED E' A AF i MAILINGI ADDRESS AND/OR EASEMENTS OF RECORD, IF '~VyWLJ 1586 Mo'm Road P.0_ Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. _.N Y.S. G<. No. 5046] jamesport, New York 11947 Jnmesm,t. New York 11947 HOUSE SCALE 1 "=40' SHEET 2 OF 2 / DETAILS r u Igo 0 N DRAINAGE SYSTEM CALCULATIONS: A A z ROOF AREA: 2,608 sq. ft. BE 2,608 sq. ft. X 0.17 = Odd cu. ft. / O BE 444 cu. ft. / 42.2 = I I vertical ft. of 8' dia. leaching pool required / V ID PROVIDE (6) 8' dia. X 2' high STORM DRAIN POOLS / U, on O 100 1"\`t PROPOSED 8' DIA. X 2' DEEP DRYWELLS FOR ROOF RUN-OFF ARE SHOWN THUS: m _ I5.8' 51-9' lI PROPOSED CONTOURS LINE SHOWN THUS: IO / SEPTIC SYSTEM CALCULATIONS: J 1. MINIMUM SEPTIC TANK CAPACITY FOR A 1-4 BEDROOM HOUSE IS 1,000 GALLONS. , 1 TANK; 8' LONG, 4'-3" WIDE, 6'-7" DEEP N m 2. MINIMUM LEACHING SYSTEM FOR A I-4 BEDROOM HOUSE IS 250 sq ft SIDEWALL AREA. m 5 POOLS; 3' DEEP, 8' dia. Q ~ 3. SEPTIC SYSTEM STRUCTURES: Y / l PROPOSED 50% FUTURE EXPANSION POOL VIPC PROPOSED 8' DIA. X 3' DEEP LEACHING POOL i i i PROPOSED 1,000 GALLON SEPTIC TANK PROPOSED SEPTIC SYSTEM DETAIL HOUSE ELEV- 12 oo' (Nor TO SCALE) FINISHED GRADE KNISH GRADE TOP EL. 10.3 -1' MIN. TOP EL. 9.5' --1' MIN_ MIN. 4" DIA- -6" _ INV SEPTIC APPROVED PIPE LEACHING LEACHING EN 3' CLEAN PREPARE HE NIMUM . EL APPROVED PIPE TANK POOL SAND OL STAND S I AT (SHED e 5. mIp- PITCH in PITCH 1/8"/1' F, INV. POOL COLLAR Br T pe ~ DI0- ED INV. EL. 9.3' EL. 8.7' H Po S D INV. EL 8.8' D e 8. ~ z DISTRIBUTION POOL OF HOT. EL. 6.0 GROUND WATER 5 POOL SYSTEM ELEV. 3 0' SEPTIC TANK (1) 1. MINIMUM SEPTIC TANK CAPACITIES FOR A I-a BEDROOM HOUSE IS 1,000 GALLONS- LEACHING POOLS (51 C`~%(~Cj) $Q~'( 1 1 TANK-, 8' LONG 4'-}" WIDE. 6'-T' ]EEC t. MINIMUM LEACHING SYSTEM FORA-4 BEDROOM HOUSE '.S 300 AS it SIDEWALL AREA. 2. 1AW CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 psi AT 28 DAYS. 5 POOLS: 3' DEEP, 8' dia. N Y.S. Lic. No. 5046] 3. WALL THICKNESS SHALL BE A MINIMUM OF 3", A TOP THICKNESS OF 6" AGE A BOTTOM THICKNESS OF 4". 2 LEACHING POOLS ARE TO BE CONSTRUCTED OF ---RECAST REINFORCED CONCRETE (OR EQUAL) UNAUTHORIZED ALTERATION OR APD?ON ALL WALLS, BOTTOM AND TOP SHALL CONTAIN REINFORCING TO RESIST AN APPLIED FORCE OF 300 psi. LEACHING STRUCTURES. SOLID DOMES AND/OR EUBS TO THIS SURVEY IS A VIOLATION OF 4. ALL JOINTS SHALL BE SEALED SO THAT THE TANK IS WATERTIGHT. 3. ALL COVERS SHALL BE OF PRECAST REINFORCEE CONCRETE (OR EQUAL) SECTION 7205 OF THE NEW YORK STATE 5- THE SEPTIC TANK SHALL BE INSTALLED AT .EVEL IN ALL DIRECTIONS (WITH A MAX TOLERANCE OF }114' 4 A 10 iCLOATON _AA Nathan 1 Taft 1 C ON A MINIMUM 3' THICK BED OF COMPAC?ED SAND OR PEA GRAVEL ) 5 - AN H min, . DISTANCDISTANCEE BETWEEN BETWEEN ALL LEACHING LEA LEACHING G P AND WATER LINE SHALL BE MAINTAINED. Corwin III )OLS AND SEPTIC TANK SHALL BE MAINTAINED. COPIES OF THIS SURVEY MAP NOT BEARING p 6. A t0' m n- DISTANCE BETWEEN SEPTIC TANK AND HOUSE SHALL BE MAINTAINED. THE ,AND SURVEYOR'S INKED SEAL D Land Surveyor TO BE EMBOSSED SEAL SHALL PNOT Y DE CONSIDE4Ep BE A VALID TRUE COY CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY 5 PREPARED AND ON S BEHALF TO THE Successor Tp. SlanleY J. Isaksen. Jr LS , TTLE COMPANY, GOVERNMENTAL AGENCY AND JOSP.IF A. In,,,L. L5 LENDI NO INSTILUON LISTED HEREON. AND FIT, Surve - Su641vlslons - Sale Plans - Cansbucllpn La f TO THE ASSIGNEES OF THE LENDING INSTI- Y5 you TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. PHONE (631)727-2090 Fax (631)727-1727 THE EXISTENCE OF RIGHT OF WAYS AND/OR EASEMENTS OF RECORD, IF OTACES LOCATED AT MAILING ADDRESS ANY, NOT SHOWN ARE NOT GUARANTEED. 1586 Mn,, Road P.O. Box 16 L - JanresPorl, New °ork 1`947 Jor sport, Newport, New Polk EGG, SURVEY OF TEST HOLE DATA LOT 1 (TEST NOTE DUG BY 1IeMNU n „yu"F ON AUGUST 25, 2010) MAP OF 9.0' MAN BROWN LGAM ~~gc PARADISE ISLES • - FILE No. 11881 FILED JANUARY 8, 2003 px ~p 6,A0 ~gm SITUATE BROWN SILT ML ARSHAMOMAQUE 4.3• G, Ody- 5 ` 0 TOWN OF SOUTHOLD of SF' s;.°~ I L , ~1 SUFFOLK COUNTY, NEW YORK WATER N BROWN SILT ML CO *0* S.C. TAX No. 1000-53-06-46.7 EL 3.0• d'~ . e• ~ Q.~`~ ~ ® / ~ •o SCALE 1"=100' ~1}S~FI~'s. / • 1 ccF~ -0. SEPTEMBER 15, 2010 JANUARY_ 13, 2011 REVISED SEPTIC SYSTEM PE S.C.D.H.S. NOTICE 11-2-2010 \ P_A~'~ ~ / t .9p _ • T, • AS PER -r22 '-.-4011 CLEARING LIMITS EFFECTIVE CN.YESSPOOL DEPTH NOTICE IN BROWN nNE AU tj~I 1, 2011 REVISE PROP. BARN LOCATION 7 ~o0AR5E SNIO SW \\'o• p 1 n 71pN - _ - twGUST 31. 2011 STAKE FOUNDATION BER WON WAVY GRAVEL \ ® / / a?~ ~ ` ' , S . , 2011 2012 FINNAALL SURVEY LOCATION `@),_ • R(0DDS I DECEMBER 27 Z + AREA = 330.252 sq. ft. 12 ' 1 W? _ - 7.581 ac. CERTIFIED TO: 1 /~sz /'s - ! CHICAGO TITLE INSURANCE COMPANY LOUIS S. VULLO D ~M~ ` / / _ - 1. ELEVATIONS ARE REFERENCED TO AN ASSUMED DATUM DETtttf ENVIED ELEVATIONS ARE SHOWN 77MI3; 3aM .wale. ' Y p SEPTIC SYSTEM TIE MEASUREMENTS i3 CIS I mss, LOTS I t~0, I HOUSE HOUSE I / - I $ y I CORNER ?A CORNER [fl I1v~,v / I SEE DEGVL ?!J- i N AI 15 1 SEPTIC TANK 18.7' 48' • / E • • 83 Fn COVER i9 4 ' / ^j0 / ?1 ° I S p g I LEACHING POOL LOT 37' COVER 1 17&11/ I z gw I LEACHING POOL I COVER z 42' 52'% un ? r / Af/ /~~~T~Jo•~' ,6L~/ DEaaaouND--J / I Sim / / y~,? Er ti 7 c / J I &9• I9.9' A ~sEVrEC ( CR 3 POOL 04 61 JL ' I Q a OVER TAW i COVER LEACHING POOL 44' 59' 1, d j L~i g 1~ ` ~2 ~y I COVER NS L 50 51 % XA ROOF , SraEr K del / \ LOT ® ; N R p1\ Q~j~ D~ er FRAME LEARN j V><•" t~ VACANT L - - \ - - x.44'_ - - - J MAY - 3 2013 L UNDEROROUND TmW fiEFi. Of °•e~ y _ 7f?V I ~OUlllfllp \F'IcT~, / pvwm N MFrr too ` ~~•n ® aava na swN.r Mr NoF eF.ww 4f '(ITT 0 Nathan Taft Corwin lu LOT 'P VACANT THE LOAD m®E,m rv=' P Land Surveyor 9 W S A w0 IIUE RPM. y A. • r VI OFMIMEYMNS RpCA1FD IaraN !MALL RIAI C 2 6 Z S"crer To: Rab A- - L. L& LS. `A 5'0~ 1 OD1afl DIL9 EA1? AIO _ 111Y 9Mn - sesaw. JeYPR A SIY m - Casmbtmm Lmp A to 1K AIeOME4 a We F'ooEa - 1uRLRL LRRIFWgB MW LqF trorMlLTwIE. PHONE (631)727-7050 Fm (631)727-1777 -e• THE EIOSIETILIE OF RIGHT a WAYS OFFM LODGED 0 NOW ADERM V AND/OR FAfE1f111S OE R[CpD. r ~tiySl iSBE Y!, ReN vA. Bey tB ANY. MDT 410WW Al1E NOf OUAMANITFD. .r. 'Lb. W. 50187 Am,gvf, Nw rat 11M17 AnnywL Mw YM 11147 MESTA PLUMBING & HEATING LLC. 263, Route 25A, Wading River, N.Y. 11792, Phone: (631) 9296831, Fax: (631) 9296850 Pressure Test Certification Customer Name: ti -c- LO U S y UA\O Service Address: ~ -9,06o Ava ~-y Lin I GcepL. ~Q <A N1. wO `-W. Test Information: Test Pressure: t7 k l (10 PSIG Minimum) Test Duration: (10mins Minimum) I certify that the gas piping at the above address has been pressure tested for tightness in accordance with section 311 of the standard gas code and no leaks were found. Test Date: l 1 Ir(o Tested by: George Almyroudis/ License No. #44809-MP X George Almyroudis Mesta Plumbing & Heating LLC s Bay Gas Service f,0:-Box 701, Shirley, NY 11987 • nma .ti NO. 36485 CUSTOMER ACCOUNT NUMBER DATE LW7 ITY<,. DESCRIPTION-- ....P NR TOTAL . e . ro t.:: _ . ° . APPROVED BY DATE : P EDffF CUSTOMER NAME :f:LZ:T ADDRESS IQ IA /711 /11 Ln Vie esr-~<C:~14 PHONE (HOME ) L17) t, - I DIRECTIOIJO . A,q ORDER AND I f ~ r WKL AUTOO WINTER0 SUMMERO TOP OFF.. i TANK BRAND SIZE SERIAL NUMBER HPFA INFO. VK+ t cm"'.` qr r{ O , ,i INSP. J[J " O TANK INST. ? 0,6 TER: D w TANK P.U. ? % TANK - ° P.U. ? T OWNED TANK Y NO REGULATOR l /TWIN INPORMATKIN O TWO STAGE` Q r'T SERVICE PERFORMEDIREMARKS; DTAGGED : LISTALL - eN ?l t F LOGS: 0 2 1 10 9 Y- DOF TOTALDAS N - 4~- LA(~t P NE L. / CA H: O.- ~.Ot- . ERE C4CK: O TRAVEL ` TI M TIME DEP JOB DATE ,C .TOTAL Q s' CZ MINS 'a/1 IV I: MINS ONO SERVICE REP. t OF REPS DRANO TOTAL 44 a- f ..y . .;Mr CUSTOMER AGREES TO PAY SERVIC NIN FULL AT COMPLETION 0 D M.-Iii EAD U °ANDALLOFTHE SAFETY INFORMATION ON THE REVERSE SIDE OF THIS WORK ORDER AND, b 1 PRESSURE/-DROP TEST WAND MERCHANDISE SOLD ARE WARANTEED ONLY TO THE EXTENT OF START I /ARRANTY. STOP I HEREBY DGE THAT ALL OF THE WORK DESCRIBED ON THIS ORDER J~p jRj yy.LLKCOMPLETED. TIME HELD T - MIN OPERATING W W.C LOCK T IN W C CUSTOMER SIGNATURE DATE VVV - REV. 4M (m - `t i, ' OPROCOM INFRARED VENT-FREE P HEATER SPACE ACE HEATER OWNER'S OPERATION AND INSTALLATION MANUAL IIIIIIIIIIIUIIilllllllllllll va not Store, use gasoline or other flammable vapors and liquids id the vicinity of this or any other appliance. WHAT TO DO, IF YOU SMELL GAS e .Do not try to,light any appliance. Po not touch any electrical' switch; do not use, any phone in your.building., _ f ti 1 :dmmeTii"ly' call your gas supxplier jforn a httor's ;phone. Follow.'the „gas supplier's " x =i strut ions. s } cf~(+ you ;cannot, reach your gas supplier, call HN f AML150 SPA 4.k t Y ripe fire department 'to Kwh d service must be performed 'by a hL` '50 1, foe- 1 " 11 P" . if atallar se~vrce arc or gas 4 'p r y ~y, • z , ' ! it HIW~G tihpMpeF 4714 StaI lation ' g °f4 i a~ d SS nt 01terotlonl service prverlainte Pryr r is 4neb 4nance~40nixa6ee Ilnlua or property damage Irista0' yr b a r 5 ` ` ;iF Re thi§ menus) fior oorSeet y(~sta lat~an and r s ntv ~ or O ti i~pater 10 ^o~i tefi f "pr6cedures l Fo ~s r. 13.. ad r~Idn l.oi iron p%'u~InUaed I C UZI ante , ax r, c s n 7m=r; tri 711 f Brice a en r as ,,au er Ta Sr p ' 14 SLR.. n3 ear,, •+r ?t7 'Ptt'Is tI ce ma s ~e J e I ar vci~ t anent y N eenu a red e of Ff +tbe information itl ttiis,:r r X e; wh re no pro I I ed b"y local , ibwe 1 a tt !3X ctl a fire or o wr< Yr pia ce is QI f~fu ~ ` rt l7Pt b tSsing pproperty, » Jhil if , Y ' d rtt tatstyp ad ' n ht(b tr'w1 "the e, Hof c . This . i ~.~i4yross of"tffe +''c',r'.#Ftr., E' fir?-,:~* 4"=rm 1a~. not c nvel•~. wlth other ,Is. ' si1efif+unvented gas 22 SBS'} wxc' ' f y. i ' es l diW§ a(,jbk gen)frdm' the` • +)Pti ft` It i9xlnstalled, Provi H T ITS(Af :ABY RODl1ET TED~3QOM In s } '-d' q66% and ventila E yy r yaltor,~s a b `proiirlCt 6f gas `8GiilbustiorS.Ah' p + 2i t w t' Ib ®t d:'` #tetet`Rb 'Air For tom unvented,rppM heate~oO~O ct~9'6p 6*ti)Iyahti jf) " ' ounce (30Mt),of water_f&e4y..t0Q0JO;3..X,MWO) of Nils do , af1$ Ventllafiiin`'section on page 4 of tMS' InahuaL "'L gas inputsper.hour R6f9r tb, ~ Afterr~arket Completion dflsa)arfiot fdr purpo§e1'of I t ese, ructi ns with he y - 8 1 . data from tte. rr)aStif[actureS , w t' ' y~'im~ s r. f f a ,r ' , ff ry. 's Co Id'Mor: Plea a retaih"thes`e instructions,for futur'e'di§C' r r , r Questions about installation, operation, or. troubleshooting? Before returning to your retailer; call customer service department toll-free at (877)886-5989. PC-ML062-12-1202 FEB 1 1 2014 i j 7- Li u 2xlo.lo=sT Vc).C. WiTa-l 3/y y ~y Kloov t~1FLIG - - _ - ~ - K/y Ls KENNEL-* l IcZQC-)L) UI.lFLX1L51.1>`D NEE-x rsATEP> ( V~ c,ae K ?Ei KFAWL¢Z v f c©v C- zX lb JOIST KF~ INEC a~ yi"GuP UCAED ® Kr~?,WEi ~y I ~ f f i i 6I0'XS' OVE"EAZ> cam I 1 ~ zv.?e~l 17C~C,~-t pct la t ~t I ! 7'A4 t ^ a~ N --7'4 I 1 zz D., t ~l i OFFICE. DE DESIGN AND EXPLANATORY NOTES curcHOGUE,NY JOB NO. MORTON BUILDINGS GENERAL SPECIFICATIONS 1.) AL 1.) ALL PLOT PLANS AND RELATED DETAILS SHALL BE PROVIDED BY OWNER UNLESS 128-0863 LAMINATED COLUMNS - NO. 1 OR BETTER SOUTHERN YELLOW PINE NAIL LAMINATED 3 MEMBER S4S IN, INCORPORATED AS PART OF THESE DRAWINGS. COLUMNS USED IN MORTON BUILDINGS ARE PRESSURE TREATED BELOW GRADE TO A RETENTION OF.8 POUNDS PER CUBIC FOOT WITH CHROMATED COPPER ARSENATE TYPE III, OXIDE IN CONFORMANCE 2.) M 2.) MORTON BUILDINGS GENERAL SPECIFICATIONS APPLY UNLESS INDICATED DIFFERENTLY ON SPECIFIC JOB DRAWINGS OR SUPPLEMENTAL INFORMATION. WITH USEPA GUIDELINES AND AWPA STANDARD C28. THE TREATED PORTION OF THE COLUMN DII v EMBEDDED IN GROUND SHALL BE LAMINATED WITH STAINLESS STEEL NAILS. 3,J M 3.) MINIMUM LIVE ROOF LOAD DESIGNS FOR CONSTRUCTION, MAINTENANCE, d RE REPAIR, AND OTHER TEMPORARY LOADS PER SECTION 1607.11 2 0- N FOOTINGS AND ANCHORAGE - COLUMN HOLES ARE DUG A MINIMUM DEPTH OF 41-8" BELOW GRADE EARTHQUAKE DESIGN DATA TABLE a) ROOF PURLINS AND OTHER SECONDARY STRUCTURAL MEMBERS = 20 PSF (SEE PLANS FOR DIAMETER AND DEPTH). COLUMNS WITH GALVANIZED SUPPORT STILTS ARE PLACED IN 0.2 SEC SPECTRAL RESPONSE b.) ROOF TRUSSES, HEADERS, COLUMNS AND OTHER PRIMARY THE HOLE. CONCRETE (MINIMUM COMPRESSIVE STRENGTH 2500 PSI) IS POURED IN PLACE TO THE ACCELERATION (5s) 0.19188 STRUCTURAL MEMBER = 20 PSF w m SPECIFIED THICKNESS (SEE PLANS FOR REQUIRED THICKNESS ABOVE AND BELOW THE COLUMN). THE 1 0 SEC SPECTRAL RESPONSE c.) FOOTINGS = 13 PSF (DESIGNED FOR ROOF SNOW LOAD AND OTHER O :IE NON-TEMPORARY LOADS W/ APPROVAL FROM BUILDING OFFICIAL. Z COLUMN IS THEN BACKFILLED WITH SOIL AND COMPACTED AT 8" INTERVALS OR BACKFILLED WITH ACCELERATION (Si) O.OSSg !1^~ Z 4.) NO ONE MAY ALTER ANY ENGINEERING ITEM UNLESS ACTING UNDER THE V Ox CONCRETE (SEE PLANS). SEISMIC DESIGN CATEGORY B 4.) N( a DIRECTION OF THE LICENSED /REGISTERED ENGINEER . BUILDING CATEGORY (TABLE 1604.5) I DII TREATED LUMBER - PRESSURE PRESERVATIVE TREATED LUMBER OTHER THAN LAMINATED COLUMNS ARE SITE CLASS D 5.) ? THE PRECEDING SYMBOL IDENTIFIES ITEMS THROUGHOUT THE PLANS THAT ARE z NO. I OR BETTER SOUTHERN YELLOW PINE AND CENTER MATCHED OR NOTCHED AND GROOVED, SEISMIC USE GROUP [ 5.) NOT PROVIDED BY MORTON BUILDINGS, INC. OR MORTON BUILDINGS' D! PRESSURE TREATED TO A NET RETENTION OF .4 POUNDS PER CUBIC FOOT WITH A CODE AND INDUSTRY BASIC STRUCTURAL SYSTEM AND #2 LIGHT FRAMED WALLS WITH SHEAR N( SUBCONTRACTORS AND ARE THE OWNER'S RESPONSIBILITY. 1 1 1 APPROVED PRESERVATIVE TREATMENT IN ACCORDANCE WITH AWPA USE CATEGORY UC4A. SEISMIC-RESISTING SYSTEM PANELS SU RESPONSE MODIFICATION FACTOR (R) 7 1 1 I ANALYSIS PROCEDURE SIMPLIFIED ANALYTICAL PROCEDURE FRAMING LUMBER -SIDING NAILERS ARE 2x4545 OR 2x6 SPF NO. 2 OR BETTER SPACED APPROXIMATELY SEISMIC DESIGN BASE SHEAR (TRANSVERSE) 475 LBS Z 36" O C. WITH ALL JOINTS STAGGERED AT ATTACHMENT TO COLUMNS. ROOF PURLINS ARE 2x4 S4S NO. SEISMIC DESIGN BASE SHEAR 2 OR BETTER ON EDGE SPACED APPROXIMATELY 24" O C. ALL OTHER FRAMING LUMBER IS NO. 2 OR (LONGITUDINAL) 475 LBS Occl OCCUPANCY OR COMPLY WITH ALL CODES OF ? BETTER. WIND DESIGN BASE SHEAR (TRANSVERSE' 9765 LBS USE WIND DESIGN BASE SHEAR (LONGITUDINAL) 5610 LBS C USE IS UNLAWFUL NEW YORK STATE & TOWN CODES O L i 1 ROOF TRUSSES - FACTORY ASSEMBLED WITH 18 OR 20 GAUGE GALVANIZED STEEL TRUSS PLATES AS WiTI- WITHOUT CERTIFICATE AS REOUIREDANt-eeN&ffltMSs OF Z `R REQUIRED AND KILN DRIED LUMBER AS SPECIFIED, IN-PLANT QUALITY CONTROL INSPECTION IS Of Q UPANCY ~SOUTHOLDTOWN A > 0 a OF OC SO HOLDT NPNNNINGBOAAD w O CONDUCTED UNDER THE AUSPICES OF THE TPI INSPECTION BUREAU. TRUSSES ARE DESIGNED IN Z eK L) ACCORDANCE WITH CURRENT STANDARDS AND SPECIFICATIONS FOR THE STATED LOADING. SOUi OWN TRUSTEES ck!ra 0 =Tb O ,N CRITERIA - N-vs DEC SIDING PANELS (KYNAR 500 / HYLAR 5000) -0.019" MIN., G90 GALVANIZED OR AZ55 GALVALUME, WITH BUILDING DESIGN CR)TERI 2007 NYBC v AN ADDITIONAL BAKED-ON KYNAR 500 / HYLAR 5000 FINISH WITH A NOMINAL 1 MIL. PAINT THICKNESS BUILDING CODE 200 ON EXTERIOR. USE GROUP R3 AC R3 ACCESSORY DO NOT PROCEED WITM W o CONSTRUCTION TYPE vs FRAMINGUNTILSURVEV OF FOUNDATION LOCATION = a ROOFING PANELS (FLUOROFLEX 2000 Tm) - 0.019" MIN. AZ55 GALVALUME WITH AN ADDITIONAL FLOOR AREA 115 1152 So FT HAS BEEN,APPROVED. U BAKED-ON THICKNESS POLYURETHANE PRIMER AND KYNAR 500 / HYLAR 5000 TOPCOAT WITH A TOTAL MEAk <OOF HEIGHT I: 13.5 FT IG CATEGORY MINIMUM PAINT THICKNESS OF 2 MILS ON EXTERIOR. BUILDI I 0/ o MINIIvL'!V, LIVE ROOF LOAD DESIGN SEE I SEE NOTE #3 RETAIN STORM WATER RUNOFF ¢ x ROOFSNOW LOAD` 1 3 PsF PURSUANT TO CHAPTER 236 0 zo TRIM -DIE-FORMED TRIM OF 0.017" MIN., G90 GALVANIZED OR AZ55 GALVALUME STEEL ON GABLES, GROUND SNOW LOAD) 2 20 PSF OF THE TOWN CODE m RIDGES, CORNERS, BASE WINDOWS, AND DOORS WITH SAME FINISH AS ROOFING OR SIDING PANELS. WIND SPEED (V3s)12 120 MPH I'i OVIED AS NOTED WIND IMPORTANCE FACTOR O.B7 IS~B P.#3b~J C~ I 1 II x GUTTERS - 5" K-STYLE, .030 HIGH TENSILE ALUMINUM GUTTER, KYNAR 500 / HYLAR 5000 FINISH TO MATCH EXPOSURE CATEGORY N TRIM, ON BOTH SIDES OF THE BUILDING. INTERNAL PRESSURE COEFFICIENT - E0.18 `511 2x4FK 10/09 BUILDING DESIGN COMDITION EN( a ENCLOSED NOTn Y EILLOING DEPARTMENT AT vi PEAK HEIGHT 1. 7C5-1.02 DLL- S Pfd TO 4 PM FOR THE g 15.5 FT LuLLC, I"R,NEC ECTI ONS NS1 1 1 BUILDING VOLUME 155', 1559000FT 1 TOU",-+`10, -TWOREOUIRED _J WIND LOAD DESIGN ASCE 7 ASCE 7 METHOD 2 'Oh Pn'1F'CD CONCRETE ZONE IE ZONE lE 2 ')UGH -R iliNG PLUMBING, a 16.23 PSF f, ; ELECTRICAL & CAULKING Z ZONE 2E -21.13 PSF - CIJLA[ION ZONE 3E ZONE 3E -14.42 PSF a ,"I,I - CONSTRUCTION & ELECTRICAL ! 1,51 BE COMPLETE FOR C 0 ALLI D I G ZONE 2E ZONE 4E ZONE 4E -13.49 PST ALL CONSTRUCTION SHALL MEETTHE MAIN WINDFORCE RESISTING SYSTEM ZONE5E ZONE 5E 13.35 PSF Fc001REMENTS OF THE CODES OF NEW DRAWN BY: BISHOP (ALL FORCES ACT ACT NORMAL TO THE SURFACE) ZONE 6E ZONE 6E -10.31 PST YORK STATE NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS DATE 11/16/10 (FOR ZuNES SEE MWFRS ON ELEVATIONS PAGE) ZONE 1 (MAXIM UM VALUE SHOW N) ZONE2 ZONE 1 11.77 PSF ZONE 2 -14.71 PSF ELECTRICAL CHECKED BY* J. MILLER ZONE3 ZONES -10.96 PSF INSPECTION REQUIRED DATE 11/24/10 ZONE 4 ZONE 4 -10.96 ESE _ REVISED DATE. ZONE5 ZONE5 9.80 PSF yn~ ZONE 6 ZONE6 -7.95 ESE Cof l REVISED DATE SHEET INDEX ZONE1 ZONE1 11.49,-18.26 PSF REVISED DATE - ZONE 2 11.49,-31 78 PSF REVISED DATE: SHEET# DESCRIPTION TYPICAL LUMBER SPECIFICATIONS-2005NDS COMPONENT& CLADDING WIND LOADS ZONE2 ZONE 3 11.49, -46.99 PSF A-1n C A ri roc ri cocrlnr nnnNlc a cuccr lSlnw SIZE DESCRIPTION BENDING VALUE Fb )ALL FORCES ACT NORMAL TO THE SURFACE) ZONE3 1 V v V J y^ v, vJ 2.4 NO.182SPF 1313 PSI vR ILI' - v ZONE4 1 ZONE4 19.95,-21.64 PSF ~Y Sl OFS12 COLUMN PLAN ZONE 5 19.95, -26.71 PSF S2 OF S12 TRUSS PLAN, TRUSS DRAWING, & DETAILS 2x4 210af MSR SPF 2100 PSI ZONE 5 1 S3 OF S12 PORCH FRAME DRAWINGS & TRUSS TIE DETAILS 2x6 NO. I & 2 SPF 1138 PSI S4 OF S12 ELEVATIONS 2x6 NO. I SYP 1650 PSI SIDEWALL SECTION A, STILT DETAIL, 81 M BASE ANCHOR 2x8 NO. I SYP 1500 PSI SS OF 512 DETAIL& COLUMN SPLICE DETAIL 2x10 NO.I SYP 1300 PSI * ROOF SNOW LOAD CALCULATION 1 HEREBY CERTIFY THAT THE STRUCTURAL DESIGN FOR LCULATIONS THIS BUILDING WAS PREPARED BY ME Rou DER MY DIRECT SUPERVISION AND THAI IAyW`9¢,pt""+,p, S6 OF S12 ENDWALL SECTION B & CHID HEADER SECTION C 2x72 NO 1 SYP 1250 PSI Cs LICENSED/REGISTERED PROFESS FAE,ENGINEHG " S7 OF S12 PORCH SECTION D & PORCH CONNECTION DETAILS ALL 1950f MSR SYP 1950 PSI Ps = 0.7 x Ce x I x Pg x Ct x Cs TOR = 1.0 3viP' G L SGT S8 OF S12 PORCH SECTION E & PORCH CONNECTION DETAILS 1 1/2"x16" LAMINATED VENEER LUMBER 2800 PSI Ce = SNOW EXPOSURE FACTOR = 1.0 3 1/2"x15" GLU-LAM 1650 PSI = IMPORTANCE FACTOR = 0.8 59 OF S 12 PURLIN LAYOUT & PURLIN DETAILS Pg = GROUND SNOW LOAD = 20 PSF >=020 PSF d S10 OF S12 CUPOLA DETAILS 5 1/4"x16 1/2'' GLU-LAM 2400 PSI Ct = THEFRMAL FACTOR = 1.2 5 1/4"xl9 1/2" GLU-LAM 2400 PSI C5 = ROOF SLOPE FACTOR = 0.94 2 0.94 Sl I OF S12 OSB PROTECTION DETAILS NOTE: HIGHER GRADE MATERIAL REQUIRED AS NOTED ON PLANS. Ps = 0.7 x 1.0 x 0.8 x 20 x 1.2 x 0.94 = 12.7 F ? x 0.94 = 12.7 PSF RONALD L. SUTTON, P.E. SCALE: AS NOTED S 12 OF S12 FASTENING SCHEDULE DATE:I_I, ZQ,fl.) REG.# 4eI`E6'9oSHEE7N0. G1oFG1 OFFICE: ti O N 7 7 7 DESIGN AND EXPLANATORY NOTES CUTCHOGUE, NY 0 O o C0 JOB NO. N E. 1.) J W Z W 1.) THE PORCH CORNER COLUMN IS SET OUT AN ADDITIONAL 1"ALONG THE LENGTH 128-0863 Q T-101/2" n 81-01, 8'-0" 8'-0" 7-10 1/2" l'-O" VENTED Q o O D SIDEWALL OVERHANGS GS OF THE PORCH WHEN A PORCH CORNER COLUMN AND A MAIN BUILDING CORNER COLUMN "APPEAR" TO LINE UP, w O U O 1'-0" NON-VENTED = Q U Q ENDWALL OVERHANGS JGS 0 00 O - _ - - - - - - ~I - - 23'-9" 23'-9" 7s I~ pN A S5 W Q-ti 16 R 16"R 7-11 16"R 16"R 16"R 16"R 16"R 16'R 15'-101/2" - - 16"R 16"R 15'-101/2" O Z ro L rvlo w 0 4 8'-11 1/2" - -4 016"R SE8 1 56 a 00 T-101/2" - - 16"R 16"R - T-101/2" X7,75 Z - D C C co ` S7 S6 S6 0 0 0' 0" 016"R 16"R 16"R 1 `6 C V R O 16 R S3 g7y' w 'R 16"R 16"R 16 ? t 7 16'R i~ w Z_ U-0" ¦ • 0'-0" iV 16"R 16"R 16"R 16"R :o ? 0 0 0 _j z I, VI PORCH OVERHANG 1 °.o w T-31/2" 7'-4" T-31/2" 25'-11 PORCH COLUMN +l/, LOCATION DIMENSIONS C N r Ip T a ~ 1 m n r J U r w z N o Z 0 1'-93/4" I 11-101/2" U :z ~ s 6'-1 1 /2" 7'-10 1/2" 8'-2 1/4" 101-0" 101-0" EAST SIDEWALL COLUMN Q0 OCATION DIMENSIONS Z 0 4 v N d o ro 0 C? ^ 0 0 o I ,1T v~ Z h LJJ = ow w a 00 COLUMN PLAN S LL.J - 1 2' 8' SCALE; -Il 1' 4' 16' J z y ORAWNBY: BISHOP DATE: 11/16/10 CHECKED BY..' J. MILLER DATE: 11/24/10 REVISED DATE COLUMN PLAN LEGEND REVISED DATE: ---f ? - 3-2x6 LAMINATED COLUMN LOCATION W/ 4'-0" EMBEDMENT REVISED DATE.' • - HEADERED TRUSS LOCATION REVISED DATE.' - - (4) 4429 9-CITE HAYFIELD SLIDING WINDOW(S) LL - 3068 Y-1-111, ItMYtKtU GLASS IN LLAI- WIIN tMCU~31=U LKUaa MIJ K FIBERSTEEL WALKDOOR(S), IN SWING, LEFT HINGE WITH LOCKSET ROUGH OPENING SCHEDULE ,,e~+e®uPary O- (2)10'-2"x 8'-1" OVERHEAD DOOR(S) - (1 3'-6' X 3'-6" CUPOLA WITH "M" 30" WEATHERVANE FUNCTIONAL UNIT SYMBOL W/ 18" 4220 CFM FAN FROM LEGEND WIDTH H GHT% y o~.'-o Gam' - BUILDING SEAL PACKAGE 3 - ALL STEEL FASTENED WITH STAINLESS STEEL SCREWS D 52 1 14" 3 5 8"' 3r K O.E El 381/4" 81" 1 ~ - 81M BASE ANCHORS 16"R- 16" DIAMETER FOOTING WITH 8" THICK MINIMUM READY-MIX CONCRETE BELOW BOTTOM OF LOWER COLUMN WITH ADDITIONAL rrryrprrr/Spre'~ READY-MIX TO TOP OF 218M STILT (9"±). PLACE CONCRETE H•24.to BELOW AND ABOVE BOTTOM OF LOWER COLUMN IN ONE OPERATION. SCALE AS NOTED SHIEET NO.1 r~ SoFS 2' OFFICE: CUTCHOGUE, NY p O O O I o JOB NO. O 7 7 O C7 - h - N 128-0863 T-101/2„ ^ 8'-0" 8,_0" T-101/2„ TRUSS LOCATION DIMENSIONS I I I I I (2)2( (2) 20d R.S. NAILS IN OVERHANG FRAME 2x4 BEV. PURLIN 1 TOE NAIL OVERHANG F L OVERHANG RAFTER K _ Po 171-11 TO OVERHANG NAILER sO (1) 16d R.S. NAIL EACH ZHANG NAILER WITH z :.5. NAIL EACH SIDE w 7 O O Z Q1o w z OVERH~ OVERHANG FRAME 24'-2x8 (NO.1 SYP) O 8'-11 1/2" 0 4 2x6 OVERHANG NAILER END RAFTER ASSEMBLY C ^J a (7) 20d R S. NAILS 7 7= I O O B O O S2 1 1 1 3-2x6 CORNER COLUMN U-J 0`0" - O O O O O Z Q0- O O O O s2 DETAIL A -p Z w U - SCALE: 1 1/2" = V-0" i r -I Z I no 0Z ~ \ / 0 O a U PORCH FRAME O T-31/2" 7'-4" 731/2„ 25,_11 LOCATION DIMENSIONS S w O o N N 24'- 2x8 (NO.1 SYP) 0 END RAFTER ASSEMBLY J M ~ J r UJ z O N F TRUSS/BRACING PLAN •~'I DC o 6-20d R.S. NAILS m TRUSS/BRACING PLAN LEGEND 2' B' SCALE: PER CONNECTION Z p i - 24'2090 S.C. TRUSSES Q 8'-0" O.C. 1' 4' 16' z - 24' END RAFTER ASSEMBLY a - 2x4 TRUSS TIES O.C. - 4 - 2x6 DIAGONAL L END ND BRACES O 8'-0" O.C. 2-2x6 END COLUMN EXTENSION OR s - 6' PORCH END FRAMES UPRIGHT ASSEMBLY NAILED TO END W 2 RAFTER ASSEMBLY AS SHOWN AND TO Q a -CUSTOM 6' PORCH FRAME EACH INTERSECTING WEB. FASTEN TO a HEADER AND FRAMING MEMBER WITH (2) Q S 16d R.S. NAILS INTO EACH END COLUMN 1 J1 1 EXTENSION MEMBER OR UPRIGHT. J J DETAIL B z Q SCALE: 1 1/2" = V-0" DRAWNBY.'' BISHOP DATE: 11 /16/10 CHECKED BY J. MILLER DATE: 11/24/10 TRUSS SPACING 81-0" O.C. REVISED DATE 4 LIVE LOAD 20 PSF DEAD LOAD 4 PSF REVISED DATE REVISED DATE.: CEILING LOAD - PSF REVISED DATE ~A TOTALLOAD 24 PSF 5-3-0 A ULIN me Zn43Tr wen WARUI, b STIFFENER THU3S1/2" DF P1E1,~, Off' WEB & NAIL ON 2x4 WEB STIFFENERS P HDG R.S. GUN OR 16d R.S. NAILS WITHIN 4" OF 'U END & 6" D.C., n 2~' STAGGERED C~ 1' e 2x6 2x4 WEB STIFFENER SECTION A 1 SCALE: 1 112"= 1'-0" I -Q 23- 9- 0 SCALE: AS NOTED 24' S.C. 2090 TRUSS SHEET NO. SCALE: 1/2"= V-o^ S2 of I l OFFICE' CUTCHOGUE, NY JOB Na 128-0863 i 0 • . ~ ~N m LIVE LOAD 20 PSF z ADDITIONAL 2z6 NAILER O Z DEAD LOAD 6 PST pi w z TRUSS DESIGN SPECIFICATION: CEILING LOAD 2 PSF O Truss has been designed by computer using the Purdue a Plane Structure Analyzer IAW current standards and TOTAL LOAD 28 PSF 20d R.S. NAIL T STRAP INTO TI NAIL THROUGH I. 11 STRAP INTO TIE `7J INTO TI specifications of recognized engineering principles. Trusses are manufactured by Morton Buildings, Inc. ~,e TO 12 4 1 111/16 (3) 11/2"R.S. NAILS THROUGH STRAI HROUGH STRAP 2' LONG END BRACE STRAP Z LUMBER SPECIFICATION (2005 NDS for Wood Construction): 2'-5 7116" Web a CNORp Lower Chord No.1 K.D. - 19 Southern Pine (4) 2 1/4" R.W. NAILS W Top Chord No. 1 K.D. - 19 Southern Pine 2-3x5 PL. 1 1 1 Web Members No. 1 K.D. - 19 Southern Pine 2x6 LOWER CHORD 6 1 /2" Z TRUSS PLATE SPECIFICATION (ICC Evaluation report No. 3080): 5x13 PL. ASTM A-653, Grade A 20 Ga. and 18 Ga. where noted, 6'-10 1 /2" galvanized steel Morton truss plates identified by a C~ O hexagon stamped every 1 114" along the center of the plate. a? 2x4 TRUSS TIE J Z 6' PORCH END FRAME SCALE: 1/2" = V-0" O p 2x4 2x4 TRUSS TIE TO ENDWALL DETAIL cn w~ ~ w O " U LIJ o o LIVE LOAD 20 PSF DEAD LOAD 6 PSF U ~ CEILING LOAD 2 PSF TOTAL LOAD 28 PSF Qo I L. ~ O 2 Tpl' -'14 4-1/8" I/2n 20 GA. GALVANIZED U' /0x8, f 2'9-1/8" 2-3x5 60d R.S. NAI u PURLIN CONNECTOR LLJ y PI. 60d R.S. NAIL w a V Q N 2x6x8' 2-5x10 PL- - OFTRU4 LLJ 8 J OHORO ~ ~ JJ 6'10.1/2" e0~ptf \ z Q 1 CUSTOM 6' PORCH FRAME SCALE: 1/2" = 1'-0" (1) #9X1 (2) ON EA' (1)#9X1"TRU-GRIP SCREWS ON PEAK SIDE AND ` DRAWN 8Y: BISHOP (2) ON EAVE SIDE IN HOLES SHOWN. DATE' 11/16/10 (JOINT ML (JOINT MUST BE TIGHT BEFORE FASTENING CLIPS) CHECKED BY: J. MILLER DATE: 11/24/10 2x4 TRUSS TIE DETAIL REVISED DATE: REVISED DATE REVISED DATE REVISED DATE. yya1100W ~pF NEW O sly 1. Sly r~ *tiE O Z•' le d fly ~ pf etaeRaeae 24. IO SCALE: AS NOTED SHEET NO. S30FS12 OFFICE: DESIGN AND EXPLANATORY NOTES CUTCHOGUE, NY JOB NO. 0 1.) EXTERIOR DOOR AND WINDOW LOCATIONS ARE TAKEN FROM THE EXTERIOR FACE 128-0863 OF THE NAILERS AND ARE TO THE CENTER OF THE DOOR AND WINDOW UNITS. VERIFY ALL DOOR, WINDOW, SKYLIGHT AND SIDELIGHT LOCATIONS WITH THE o 23,_6„ 24' 6, 6E OWNER. 4E 3.0' WIDE 3.0' WIDE CI yo_ . 3.0' WIDE v ~y (ZONE2&3)(ZONE 2) (ZONE2&3) (ZONE 2&3) T#5 RIDGECAP (ZONE I) (ZONE 3 ~ (ZONE 3) (ZONE 2 )ZONE 2) 5" O.G. GUTTERS ZONE3 (ZONE 3) O j PMMWFRS 00 Z w Z Reference HI-RIB STEEL SIDING Corner T#21 CORNER TRIM O x T#167 TRANSITION TRIM ' ^ a v HI-RIB STEEL WAINSCOT T# 167 BASE TRIM Z 1 L u 1 Lu } 42.0' WIDE (ZONE 4) Z L0' WIDE 3.0' WIDE J 3.0' WIDE (ZONE 5) (ZONE 5) ZONE 5) 28,_0•, 15'-6 4'-6' i O h. 0 0 o O J ~ rye z o V /0 J Z 3.0' WIDE > Oa -O 3.0' WIDE ~r (ZONES 2&3, WEST ELEVATION )ZONES 2 & 31 N w 0 U 3.0' WIDE 3.0' WIDE U-i Z (ZONE 2&33~~ ~ 412 (ZONE 283) 4 2 " 2 T#16GABLETRIM ~ pF O 72 4 U ~ HI-RIB STEEL SIDING li T#21 CORNERTRIM 0 T#167 TRANSITION TRIM Z m HI-RIB STEEL WAINSCOT I~ R T#167 BASE TRIM a z W 2 18.0' WIDE (ZON 1 ow E 18.0' WIDE OZONE 4) h 3 0'WIDE F4) 3 a, WIDE 3.0' WIDE~ (ZONE 5) (ZONE 5) (ZONE 5) I) (ZONE 551 ~ g SOUTH ELEVATION NOf J NORTH ELEVATION J z DRAWN BY: BISHOP 3.0' WIDE 3.0' WIDE 3.0' WIDE (ZONE 2 & 3) (ZONE 2) (ZONE 2 & 31 (ZONE 2 & 31 'DATE: 11116110 (ZONE 1) r~ (ZONE3 CHECKED BY: J. MILLER (ZONE 3) DATE: 11/24/10 (ZONE 2) REVISED DATE' T#177 TRIM (ZONE 2 (ZONE 3 (ZONE 3) 12 REVISED DATE' 4 r REVISED DATE %REVISED DATE ~ 5F~ gli~ F~117-777111 aya.ininYplYu a*A~OF PIE W y'"w O F Z O 1. Svr~~~~~ •p z• C -a 42.0' WIDE OZONE 4) d 3.0' WIDE 3.0' WIDE .0' WIDE (ZONE 51 4'-6 T-6' 7-6 9'-8 1/4" 1 1'-9 3/4" T-D„ (ZONE 5) [ONE 5) Ywummnoa 11. 24 to 4 ~a o ~o ~ q O O V (V U ~ ~ N V P W N 14, SCALE. AS NOTED SHEET NO. EAST ELEVATION S40FS12 -Is OFFICE: D DESIGN AND EXPLANATORY NOTES GUTC"AGUE, NY JOB NO. 1.) FOOTIN 1.) FOOTINGS ARE DESIGNED FOR A 2000 PSF SOIL BEARING CAPACITY. LOCAL 128-0863 CONDIT CONDITIONS MAY REQUIRE MODIFICATIONS. 2.) CONCI 2.) CONCRETE FLOOR NOTES: 0 a. 35 a. 3500 PSI, 5 1 /2 BAG MIX CONCRETE U b. SL b. SLOPE GRADE AWAY FROM BUILDING @ 1" PER FOOT FOR A MINIMUM ,o DI: DISTANCE OF 10' PLUS OVERHANG WIDTH _o c. A c. A VAPOR RETARDER IS NOT MANDATED PER IBC SECTION 1910 EXCEPTION 3. Ur UNLESS THE FLOOR WILL BE COVERED BY MOISTURE SENSITIVE FLOORING rc M, m MATERIALS OR IMPERMEABLE FLOOR COATINGS OR WHERE THE FLOOR WILL w BE BE IN CONTACT WITH ANY MOISTURE SENSITIVE EQUIPMENT OR PRODUCT O D d. Cc d. CONTRACTION JOINTS UNIFORMLY SPACED 12' O.C. OR LESS z z O x zQ FLUOROFLEX HI-RIB STEEL m TRUSS IN COLUMN ' ^ a SADDLE v Q Q 2x4 PURLINS @ 22" O.C. LAMINATED COLUMN (NO.2 SPF) Z HEADLOK 0.19" x 6" FLATHEAD LAG SCREW DC I L u 2x4 BEV. PURLIN LI 1 WIRE MESH Z FILLER STRIPS 2x6 BEV. FASCIA ' 5" O.G. GUTTERS T# 144 & 146 FASCIA TRIM 24'2090 S.C, TRUSS Q O 140 D1% J y " 101 SOFFIT J z J HI-RIB/SOFFIT CAP 3/16"x3/4"x30" H.R. FLAT STEEL 1 Q 2x6 OVERHANG NAILER O °0\ 2 1/2"X5 1/2" M. BOLTS & \ r 3-2x6 LAMINATED COLUMN w 30° O 'm (4) 20d R.S. NAILS 3-2x6 LAMINATED /r COLUMN ~ In 22 NAILS J U~ 18 NAILS J LLJ 2! 40 NAILS TOTAL r x5t O (2) ROWS 2x6 HAILERS (2100 MSR SPF) = O KYNAR HI-RIB STEEL 2x2 VERTICAL BLOCKING U ~ 10'-0" AT COLUMN LOCATION ~ s GRADE TO HEEL FILLER STRIP Qx T#167 TRANSITION TRIM INTERIOR 2x6 NOTCHED NAILER 0 (4) 0 17792.25" STAINLESS STEEL O KYNAR HI-RIB STEEL WAINSCOT ANCHOR NAILS PER STRAP 7116" OSB PROTECTIVE LINER ( EXTERIOR BUILDING COLUMN Z;;5 O T#167 BASE TRIM (1) ROW 2x8 TREATED SPLASHBOARD D NAIL KEY s 0.148 x 4" (20d) NAILS 0.131"x 3 1/2" HOT DIPPED GALVANIZED (HDG) RING SHANK NAILS ILS 81 M BASE ANCHOR D d TAIL FASTENING DETAIL p s SCALE: 1 1/2'= V-0" 1 1 1 a"LOwesr 4"coNCRETEFLOOR• 3-2x6 COLUMN SPLICE FASTENING DETAIL J MEMBER CUT-OFF SCALE: 1 /2'= 1'-0" J 81M BASE ANCHOR Q z Q FINISH GRADE z 4" MINIMUM COMPACTED GRANULAR BASE 4'-0" ORAWNBY: BISHOP DATE: 11 /16/10 3-2x6 LAN 3-2x6 LAMINATED COLUMN 1 1 /4'kl 1, 1 114'x1 1 /4"x14 GA. SUPPORT ANGLE CHECKED BY: J. MILLER FASTENED FASTENED TO COLUMN AT EACH DATE 11/24/10 218M (14 GA.) COLUMN STILT Q CORNER I CORNER WITH (3).149'OXZ' STAINLESS NAILS. (12 TOTAL NAILS REVISEDDATE- 8" THICK MINIMUM CONCRETE (2500 PSI MINIMUM) STAINLESS PER COLUMN) REVISED DATE BELOW BOTTOM OF LOWER COLUMN WITH PER COLU 14 GA. CHANNEL WITH 114" PLATED REVISED DATE 16"0 • ADDITIONAL CONCRETE TO TOP OF 218M STILT (9"+) 14 GA. CF PLACE CONCRETE BELOW AND ABOVE BOTTOM OF RIVET TO F RIVET TO SUPPORT ANGLE LOWER COLUMN IN ONE OPERATION. UNDISTUR' UNDISTURBED SOIL REVISED DATE CTI I T CTII T INCTAI I ATICIN SIDEWALL SECTION A 1. INSTALL PRESSURE TREATED OF NE SCALE 1/2"= 1'-0" 1. INSTALL LOWER LOWER COLUMN WITH STILT IN THE +a`yp', •Q L, D.pr, i1',;'• • AUGER AUGERED HOLE. 2. POURF K 2., 2. POUR READI-MIX CONCRETE INTO ~r THE HO THE HOLE AS SPECIFIED. 5R 3. BACKF 3. BACKFILL AND COMPACT THE ANNUL ANNULAR SPACE AROUND THE COLUN COLUMN TO GRADE WITH SOIL STILT ISOMETRIC AUGUF AUGURED FROM THE SITE. SCALE: AS NOTED SHEET NO. S50FSl2 (OFFICE: CUTCHOGUE, NY JOB NO. 28-0863 o 0 w FLUOROFLEX HI-RIB STEEL m GABLE PURLIN FLASHING 2x4 PURLINS @ 22" O.C. in O : Z (4) 0.135" x 2 1/4" R.W. NAILS OR 16d R.S. NAILS T#1 6 GABLE TRIM (NO. 2 SPF) w z 2x6 FASCIA O x a T# 194 TRIM (1 20d R.S. NAIL THROUGH STRAP & INTO BRACE g (ID SOFFIT 2' END BRACE STRAP W/ PRE-PUNCHED Z HI-RIB/SOFFIT CAP TRIM HOLES (BEND TO FIT) FASTENED W/ GABLE FILLER PLUG (3) 0.140 x 1 1/2" R.S. NAILS 1 1 1 © 24'- 2x8 (NO.1 SYP) 2x6 DIAGONAL BRACING FASTENED 1 1 1 END RAFTER ASSEMBLY TO COLUMN W/(4) 16d R.S. NAILS Z 2-2x6 E.C.E. / 24'2090 S.C. TRUSS is KYNAR HI-RIB STEEL O -y A; J ADDITIONAL 2x6 NAILER _ J Zy 2x4 TRUSS TIE (2) I /2'x5 1/2" M. BOLTS & (4) 20d R.S NAILS v~ z` w Met. 3-2x6 LAMINATED COLUMN ~ O =1 J U LL-i zz = o U 24'2090 S.C. TRUSS GRADE TO HEEL 0 Q ¢ X O 2x8 NAILER a O HEADER NAILING SCHEDULE z (3) 2x6 STUB COLUMN HEADER STUB JAMB 1 1 2 2x6 BLOCK MEMBER COLUMN COLUMN Q FILLER STRIP (2) 2x12 HEADERS FA. 2X12 8 8 a T#124 _ O.H.D. U-j S 18" LOWEST T#129 NOTES: ~J MEMBER CUT-OFF 2x2 BLOCK T#151 ALUMASEAL 1. NUMBERS ABOVE ARE 20d R.S. NAILS i T#154 T#152 REQUIRED PER CONNECTION. Z 2x3 JAMB (BEYOND; 2. PRE-DRILL HEADERS AS REQUIRED TO PREVENT SPLITTING. FINISH GRADE BOTTOM T TREATED) GRADE TO BOTTOM 3. IF NUMBER OF NAILS REQUIRED FOR Ilk, (3) 2x6 JAMB COLUMN (BEYOND) OF 2x6 BLOCK HEADER TO JAMB COLUMN CONNECTION 2x6 TRACK BLOCK (BEYOND; IS EXCESSIVE TO CAUSE SPLITTING, THE EXCESS NAILS MAY BE INSTALLED DRAWN BY: BISHOP 4'-0" BOTTOM 2' TREATED) IN HEADER SUPPORT BLOCKING DATE.: 11/16/10 GHD HEADER SI ADER SECTION C CHECKED BY., J. MILLER SCALE: 1"= 1'-0' DATE 11/24/10 218M (14 GA.) COLUMN STILT REVISED DATE., 8" THICK MINIMUM CONCRETE 12500 PSI MINIMUM) REVISED DATE: BELOW BOTTOM OF LOWER COLUMN WITH REVISED DATE - 16"O • ADDITIONAL CONCRETE TO TOP OF 218M STILT (9"±). PLACE CONCRETE BELOW AND ABOVE BOTTOM OF LOWER COLUMN IN ONE OPERATION. REV( ED DATE: ENDWALL SECTION B ,3~P~OF~NFW"rya. SCALE: 1/2" = V-T r0 a3'* ' _p1~ L SG.~ O 0• SCALE., AS NOTED SHEET NO. S6 r~ oFS12 2x4 BEV. PURLIN OFFICE: CUTCHOGUE, NY 2x4 UPRIGHT EACH SIDE OF RAFTER IJOB NO. 2x6 BEV. PURLIN 28-0863 T#177 W/INSIDE & OUTSIDE FILLER STRIPS 2x4 BEV. PURLIN FLOUROFLEX HI-RIB STEEL 7/16" OSB SHEATHING & 15# ROOFING FELT 0 @ 6' PORCH END FRAME @ 7'-4" O.C. 2x6 2x6 BEVELED PURLIN ! 1 2x4 PURLINS @ 19" O.C. (NO. 2 SPF) ° 6" MESH USP MPA1 (4 1/2") FRAMING MING 0_ N HEADLOK 0.19" x 6" FLATHEAD LAG SCREW 2x4 NAILER CLIP EACH SIDE WITH SLOT I SLOT w 1/2"x5 1/2" M. BOLT & (6) 20d R.S. NAILS 12 24'2090 S.C. TRUSS DOWN. ATTACH EACH TO :H TO °m PORCH END FRAME WITH (6) T#178 4 #9 x 1 1/2" TRU-GRIP SCREWS ITH (6) w 2x6 BEV. FASCIA 7/16" OSB AND TO 2x4 NAILER WITH (6) :REWS m T#144/146 TRIMS 2x6 BLOCK 11/2"x17/16"x41/2" #9x11/2"TRU-GRIP SCREWS ITH (6) :REWS O Z 5" O.G. GUTTER FRAMING CUPS@@ w 2x6 BLOCKS BETWEEN 2x6 0 SOFFIT 2X4 SOFFIT SUPPORTS BEVELED PURLIN AND 2x4 a, @@ADJ. JOIST HANGER NAILER AND BETWEEN 2x4 Il NAILER AND 2X10 HEADER. `J HI-RIB/ SOFFIT CAP TOE NAIL BLOCKS WITH (4) z FILLER STRIP 6" MESH STAPLED 12" O.C. 16D R.S. NAILS. 2x10 HEADER FASTENED TOP AND B0170M W/(6) 20d R.S. NAILS 1 1 1 1 1 1 T#39 COLUMN (1) ROW 2z6 NAILERS 2x4 NAILER z COVER (2100 MSR SPF) 101-0" USP JH20 JOIST HANGER. ATTACH TO PORCH END 8'-7 3/8" 8'-4 3/8" ° FRAME WITH (6) 1 Od 2 7/8" O F OSB WITH 1-3/4" R.S. COIL NAILS J X.148'' DIA. GALVANIZED J 12" O.C. TOP AND BOTTOM POLE NAILS AND TO 2x10 J Z HEADER WITH (2) #9 x I 3-2x6 LAMINATED COLUMN 1/2" TRU-GRIP SCREWS 8v / 0 (12) 0.131 " x 1 1/2" TC m D 2x10 HEADER POSITIVE PLACEMENT GUN (w.1 NAILS. IVCI° O 133/8"LOS WEST PORCH E ORCH END FRAME ATTACHED J U MEMBER CUT-OFF LjLj BET BETWEEN COLUMNS z -0 6'-1 1/2" o U ~ 4'-0" Q o z m d i 218M (14 GA.) COLUMN STILT LLJ = 218M (14 GA.) COLUMN STILT 8" THICK MINIMUM CONCRETE (2500 PSI MINIMUM) m 8" THICK MINIMUM CONCRETE (2500 PSI MINIMUM) /T BELOW BOTTOM OF LOWER COLUMN WITH a BELOW BOTTOM OF LOWER COLUMN WITH 16"0 • 16"0 • ADDITIONAL CONCRETE TO TOP OF 218M STILT (9"±). J, A PLACE CONCRETE BELOW AND ABOVE BOTTOM OF C g ADDITIONAL CONCRETE TO TOP OF 218M STILT (9"±), PLACE CONCRETE BELOW AND ABOVE LOWER COLUMN IN ONE OPERATION. BOTTOM OF LOWER COLUMN IN ONE OPERATION. &PORCH SECTION D J J z Q z SCALE: 1/2" = 1'-0" 7/16" OSB DRAWNBY: BISHOP DATE: 11/16/10 2x6 BLOCK. ATTACH TO COLUMN 2x4 END OVERHANG PURLINS FASTENED CHECKED BY. J. MILLER WITH (5) 16D R.S. NAILS, STAGGERED. 2x4 2x6 BLOCK. ATTACH TO COLUMN TO TO END FRAME WITH HEADLOK 0.19" x 6" DATE: 11/24/10 FLA WITH (5) 20D R.S. NAILS. STAGGERED. FLATHEAD LAG SCREWS REVISED DATE.: 2x4 BLOCK. ATTACH TO 2x6 BLOCK WITH (5) 16D R.S. NAILS. REVISED DATE 2x4 BLOCK. ATTACH TO 2x6 BLOCK I 2x6 BEVELED FASCIA REVISED DATE ATTACH END PORCH FRAME TO 2x4 WITH (5) 16D R.S. NAILS. \ 7/16" OSB SHI:-\ BLOCK WITH (7) 16D R.S. NAILS REVISED DATE: 7 1 END PORCH FRAME HANGS 1/2" OVER ` EDGE OF PORCH CORNER COLUMN ATTACH END PORCH FRAME TO •leeeee~eayrH a0F NEbyy~c 2x4 BLOCK WITH (7) 16D R.S. NAILS 4 ~ II a 't • 0' -ILL 7/16 OSB SHIM 2x6 BLOCK FROM BOTTOM OF ATTACH END PORCH FRAME TO END PORCH FRAME 2x10 HEADER TO TOP OF FIRST NAILER COLUMN WITH (5) 20D R.S. NAILS 1 a 5 ~nraerprn .e 11. 2cl to PORCH ENDS AT CORNER COLUMN END VIEW OF E~ N OF END PORCH FRAME SCALE: AS NOTED' SHEET NO S7/ OF JI2 i OFFICE: CUTCHOGUE, NY JOB NO. 128-0863 T#6 & T# 167 TRIMS 2x10 NAILER BELOW LOWER CHORD OF / END TRUSS (FASTENED W/(6) 20d R.S. NAILS) 2x8 ADDITIONAL PURLIN FLOUROFLEX HI-RIB STEEL ' o 7/16 OSB SHEATHING & 15# ROOFING FELT U ~ Q CUSTOM 6' PORCH FRAME @ APPROXIMATELY 9'-11 1 /2" O.C. 1 1/2"xl 7/16'x4 1/2" N Q 2x6 (NO. 1 SYP) PURLINS W/CLIPS 22" O.C. (NO. 2 SPF) FRAMING CLIPS @@ P 1/2"x51/2"M. BOLT USP MPAI (4 1/2") FRAMING Q_ &)6)20dR.S.NAILS 12 CLIP EACH SIDE WITH SLOT w JAILER DOWN. ATTACH EACH TO T#178 4 - 7116' OSB 2x10 NAILER 2x6 BEV. FASCIA T#144/146 TRIMS CUSTOM PORCH FRAME WITH O (6) #9 x 1 1/2" TRU-GRIP Z 5" O.G. GUTTER 2x6 BLOCK SCREWS AND TO 2x6 BLOCK & Z 2x10 NAILER WITH (6) t9, 1 0 SOFFIT 2x4 SOFFIT SUPPORTS 1/2"TRU-GRIP SCREWS ' ^ a OOADJ. JOIST HANGER v HI-RIB/ SOFFIT CAP FILLER STRIP _Z 2x10 HEADER FASTENED W/(6) 20d R.S. NAILS 1 1 1 1 1 1 ( 1) ROW 2x6 NAILERS 2x6 BLOCK BETWEEN 2x1N NAILER AND T#39 COLUMN 2x10 HEADER. TOENAIL BLOCK WITH (4) Z COVER (2100 MSR SPF) 16D R.S. NAILS 8'-7 3/8" 8'-4 3/8" USP JH20 JOIST HANGER. O ATTACH TO CUSTOM PORCH J Z 3-2x6 LAMINATED COLUMN OSB WITH 1-3/4" R.S. COIL NAILS FRAME WITH (6) l Od 2 7/8" x D 12" O.C. TOP AND BOTTOM .148" DIA. GALVANIZED POLE > O O NAILS AND TO 2x10 HEADER WITH (2) #9 x 1 1/2" TRU-GRIP (n w SCREWS & (12) 0.131"x 1 1/2" 'L TC POSITIVE PLACEMENT GUN NAILS. Oo _ 2x10 HEADER -I 13 3/8" LOWEST C I CUSTOM PORCH FRAME Lu G= MEMBER CUT-OFF ATTAC ATTACHED BETWEEN COLUMNS = 0 6'-1 1/2" U 4'-0" Q 0 ~z~Dm a 0 218M (14 GA.) COLUMN STILT 1 1 1 _ 218M (14 GA.) COLUMN STILT 8" THICK MINIMUM CONCRETE (2500 PSI MINIIMUM) W 8" THICK MINIMUM CONCRETE (2500 PSI MINIMUM) BELOW BOTTOM OF LOWER COLUMN WITH BELOW BOTTOM OF LOWER COLUMN WITH 16"p I6"P1 ADDITIONAL CONCRETE TO TOP OF 218M STI LT (9"±L ~ y ADDITIONAL CONCRETE TO TOP OF 218M STILT PLACE CONCRETE BELOW AND ABOVE BOTTOM OF (9"2). PLACE CONCRETE BELOW AND ABOVE LOWER COLUMN IN ONE OPERATION. _W 8 BOTTOM OF LOWER COLUMN IN ONE OPERATION. J J 6' PORCH SECTION E r z SCALE: 1/2" = V-0" 2x4 BACKER ATTACH TO 2x6 DRAWN BY.' BISHOP BLOCK WITH (7) 16D R.S. NAILS. 7/16" OSB 2x6 BLOCK. ATTACH TO COLUMN DATE..' 11 /16/10 WITH (7) 16D R.S. NAILS, STAGGERED. 2x6 NOTCHED END OVERHANG PURLINS CHECKED BY J. MILLER FASTENED TO CUSTOM END FRAME WITH HEADLOK 0.19"x 6" FLATHEAD LAG DATE: 11/24/10 2x6 BLOCK CUT TO FIT TIGHT SCREWS REVISED DATE: BETWEEN NAILER AND HEADER TOE NAIL WITH (4) 16D R.S. NAILS. FASTEN 2x6 BLOCK TO 2x4 BACKER WITH (7) 2x4 BLOCK. ATTACH TO 2x6 BLOCK c~ REVISED DATE 16D R.S. NAILS, STAGGERED. WITH (7) 16D R.S. NAILS. 2x4 BLOCK. ATTACH TO 2x6 BLOCK \ 7/16" OSB SHIM 2x6 BEVELED FASCIA REVISED DATE: REVI ED DATE: "IIN V) I6J KS. NAILS ATTACH CUSTOM END PORCH FRAME Il TO 2X4 BLOCK WITH (7) 16D R.S. NAILS ATTACH CUSTOM END PORCH OF NE4yy CUSTOM END PORCH FRAME HANGS 1/2"OVER FRAME TO 2X4 BLOCK WITH (7) EDGE OF PORCH CORNER COLUMN R.S. NAILS a~L SLA~~~iM •OI• ~ •a 2x6 BLOCK FROM BOTTOM OF m C 2X10 HEADER TO TOP OF FIRST 7/16 OSB SHIM NAILER ATTACH CUSTOM END PORCH FRAME TO I ~e46. 19• COLUMN WITH (5( 20D R.S. NAILS CUSTOM END PORCH FRAME PORCH ENDS ALONG BUILDING END VIEW OF CUS 2(P to DF CUSTOM END PORCH FRAME SCALE: AS NOTED SHEET NO.~ S8oFS12 OFFICE: CUTCHOGUE, NY JOB NO. 128-0863 3' WIDE (ZONE 2 & 3) (1)0.135"x (1) 0.135" x 1 1/2" R.S. NAIL IN EACH O SIDE TAB Of SIDE TAB OF CLIPS * - o U ~ 2x4 PURLINS O 22" O.C. N P & WIDE 5 W m (ZONE 2 & 3) F`E0.~OCp3% 0 Z `0.u55 PNp ENp RP 2x6 PURLIN ZLIN e a w O w/H EA OL OTHER 6.9' FLNTHE O AD LAG ^ a ~NSEaM~pTPtE 0- INDICATES PURLINS TO BE FASTENED 6pM SCREW, v PORCH FRAME z I d 1 If- FASTENED w/60d R.S. NAIL PORC 24' WIDE BUILDING PURLIN LAYOUT 1171 SCALE: 1/2" = 1'-0" (1) 0.135" x 1 1/2" R.S. NAIL N EACH Z SIDE TAB OF CLIPS NOTE: ALWAYS USE P * NOTE: ALWAYS USE A TOTAL OF (8( 0.135" x 1 1/2" R.S. NAILS PER PURLIN O J L1 1 L- 2x6 PL z I, Do 2x6 PURLIN CLIP DETAIL > a T01' > N o H, W R 1.2.. m I~ O ® 60d R.S. NAIL n J ~ U V wZ ~ z oPrR~sS / 20 GA. GALVANIZED OP 'Nogp \ o \ PURLIN CONNECTOR ~ o U ~ ~ s Qo 2" 7 m (1)#9x1"TRU-GRIP SCREW ON PEAK SIDE AND L' ^ Q (2) #9x1"TRU-GRIP SCREWS ON EAVE SIDE OF v a PURLIN IN HOLES SHOWN (JOINT MUST BE TIGHT J X 1 1 1 BEFORE FASTENING CLIPS 1 5/8" z 2x6 2x6 END BAY PURLIN 2x4 BUTTED PURLIN DETAIL I NOTCH DETAIL C)w "s (PURLIN CONNECTED WITH 60D R.S. NAIL) SCALE: 1 1/2" = 1'-0" J J z Q z 2x6 END BAY OVERHANG PURLIN PURLIN , T DRAWNBY.: BISHOP 11.' n HEADLOCK.19"x6.0" FLATHEAD LAG SCREW oSCREW DATE: 11/16/10 i i 2x4 PURLIN a 71/2^ (ICC-ES (REPORT ESR-1078) CHECKED BY.' J. MILLER i i DATE: 11/24/10 sQ HEADLOK .19"x6.0" FLATHEAD LAG SCREW (]CC-ES REPORT ESR-10781 fQP~E REVISED DATE: ~ ASS voRGH EHO i REVISED DATE: OF iR 20 GA. GALVANIZED Copp o PURLIN CONNECTORQ 'oP LHOpo of REVISED DATE REVISED DATE: fop ~ / / ~ 2x6 FASCIA W ~~~pf IVEIq•1- ~c NOTE: dyP° ~,O L. 3G •~1 W \ 1'-0" END OVERHANG SHOWN O• E (1)#9x1"TRU-GRIP SCREW ON PEAK SIDE AND (2) #9x1"TRU-GRIP SCREWS ON EAVE SIDE OF PURLIN IN HOLES SHOWN (JOINT MUST BE TIGHT 2x6 BEFORE FASTENING CLIPS 2x6 END OVERHANG DETAIL (PURLIN C, (PURLIN CONNECTED WITH 6' HEADLOK FLATHEAD LAG SCREW SCALE: SCALE: 1 1/2'' = 1'-0" I I ` 24 ` 2x4 BUTTED PURLIN DETAIL (PURLIN CONNECTED WITH 6" HEADLOK FLATHEAD LAG SCREW) SCALE: 1 1/2'= 1'-0" SCALE AS NOTED SHEET NO. S9oESl2 I jOFfICE 'CUTCHOGUE, NY UPOLA CAP JOB NO. 128-0863 I UPOLA ROOF 0 U ~ • N P fh m O Z ' ^`T W V 0 2 a CUPOLA SIDE POLA SIDE 6 FRAME MME l . UPOLA BASE FR/ POLA BASE FRAME Z 314" OSB CUPOLA " OSB CUPOLA SUPPORT T#767 OPTIONAL ' 2X4 BEVELED BASE //J FAN 767 1 1 1 'BEVELED BASE BLOCK ® 1 '1 1 6 . 2x4 CUPOLA BLOC CUPOLA BLOCKS ® Z 39Q FRAMING CLI Z FRAMING CLIP O l~~e J F? i ,t CUPOLA BASE TRIM I z o BSI:„, a a 0 V) w 0 U RE-MADE PEAK BLOCK Z 3'-6rr FUNCTIONAL CUPOLA FRAMING SECTION 0 U Qo CENTERLINE OF CUPOLA z m a FIRST ROW 6' 6' 1'-U" 2x4 PURLINS 1 1 1 2 •r. •r. .r I.r• .r I.r• a ) g CUPOLA BOX SUPPORT FRAME J J a Q z .r• .r PEAK PURLIN DRAWNBY.' RBISHOPP 1'-21/2" 1'-21/2" DATE: CHECKED BY: DATE REVISED DATE REVISED DATE REVISED DATE.' REVISED DATE TRUSS PEAK PRE-MADE PEAK BLOCK®® i ed4~eegy i T O O 4 TRUSS T, r K 2. ob: 390 FRAMING CLIP I I ~ cry 42.x44 POLA BLOCKS II(. 29~ ~o 3'-6" FUNCTIONAL CUPOLA FRAMING PLAN SCALE: AS NOTED S10oFS12 OFFICE: #8x3 1/2" WOOD SCREWS FASTENED THROUGH THE WINDOW JAMB FLASHINGS :LASHINGS CUTCHOGUE, NY INTO THE 2"x4" ROUGH FRAMING. PRE-DRILL HOLES 10" O.C. IN WINDOW JAMB FLA: OW JAMB FLASHINGS TO JOB NO. ACCEPT WOOD SCREWS. SCREWS ARE NOT REQUIRED IN THE HEAD OR THE SILL. OR THE SILL. 128-0863 ' O.S.B. SHEATHING IS 1" WIDER THAN THE WIDTH OF THE WINDOW FROM OUTSIDE OF TRIM TO OUTSIDE OF TRIM. O.S.B. SHEATHING IS 1" TALLER THAN THE HEIGHT OF THE WINDOW FROM OUTSIDE OF TRIM TO OUTSIDE OF TRIM. 0 U ~ HEAD FLASHING 7/16" OSB PANEL a HEIGHT OF WINDOW *1" FINNED WINDOW ~m 0= Z OC zZ SILL FLASHING 0 ' ^ a v WIDTH z OF WINDOW I L U 1 L u FIN WINDOW SECTIOI 'SECTION z 0 J 'h J z ° WINDBOURNE DEBRIS PROTECTION - FIN TYPE WINDOW D ti Y Q z iJ w i 7/16" OSB PANEL O ~F-6 #8 x 3 1/2" WOOD SCREWS @ 10" O.C. FINNED WINDOW Ut2 J LLJ O F WINDOW JAMB FLASHING 2 2"x4" ROUGH FRAMING U ~ FIN WINDOW JAMB DETAIL Qo z m a C~ f!~ zz LU = a #8x3 1 /2" WOOD SCREWS @ 10" O.C. FASTENED THROUGH THE ALUMINUM DOOR SIDE JAMBS INTO THE 2x4 ROUGH FRAMING. PRE-DRILL HOLES IN ALUMINUM DOOR JAMB TO # #8 x 3 1/2" WOOD SCREWS SPACED C h ACCEPT WOOD SCREWS. SCREWS ARE NOT REQUIRED IN THE HEAD OR THE SILL, A AS SHOWN ABOVE TO AVOID DOOR LLJ g Ir INSTALLATION SCREWS _l 7116" OSB PANEL J HEAD FLASHING Z i DOORJAMB ORAWNBY: BISHOP 2"x4" ROUGH FRAMING DATE: 11/16/10 CHECKED BN J. MILLER DATE.- 11/24/10 WALK DOOR JAME :)R JAMB DETAIL REVISED DATE: REVISED DATE.- REVISED DATE: REVISED DATE' In\ NOTE: 11OOR PANFI ANF] WINDOW PROTECTION 4FCTT DETAILS ARE FOR (INSTALLATION Homo \\V INSTRUCTIONS ONILY, AND ARE NOT ~T HEAD FLASHING f NE H+wdG, PROVIDED OR INSTALLED BY MORTON ON 7116"OSB PANEL ti'~ ,O~~G OR~4~4 DINGS' DOOR SLAB Iy Pte. .R.E L BUILDINGS' INC. OAR MORTON BUILDINGS' SUBCONTRACTORS AND ARE THE OWNERS OWNERS i 4 RESPONSIBILITY. OSB PANEL IS P' WIDER THAN THE WIDTH OF THE DOOR FROM OUTSIDE OF TRIM TO OUTSIDE OF TRIM ~~unmmm~'~A , If • 24• lO WALK DOOR SECTION WINDBOURNE DEBRIS PROTECTION - WALK DOOR SCALE: AS NOTED SHEET NO. S11OFS12 I OFFICE CUTCHOGUE, NY JOB NO. 128-0863 N U a ~m O z z w ROOF STRUCTURE FASTENING SCHEDULE O o C~ T#5 RIDGE CAP #9 x 2" STAINLESS STEEL RUBBER WASHER PANHEAD INTERNAL DRIVE SCREWS AT EVERY ?EWS AT EVERY HI-RIB (1'-0" O.C.) Z :EWS AT EVERY HI-RIB (1'-0" o.c.) O HI-RIB STEEL TO 2X4 PURLINS #9 x 2" STAINLESS STEEL RUBBER WASHER PANHEAD INTERNAL DRIVE SCREWS AT EVERY ~a 20 ga. GALVANIZED PURLIN CONNECTORS #9 x 1"TRU-GRIP SCREWS 1 L u ® 2x4 PURLINS TO TRUSS (INTERIOR ZONES) 0.20a' x 6" (60d) RING SHANK NAILS IN PRE-DRILLED HOLE 1 1 1 sQ 2x4 PURLINS TO TRUSS (EXTERIOR ZONES) HEADLOK.19"x6.0" FLATHEAD LAG SCREW IN PRE-DRILLED HOLE Z © 24' STRAIGHT CHORD TRUSS TO COLUMN (2) 1/2" x 5 1/2" M.BOLTS & (4) 0.177'x 4" (20d) RING SHANK NAILS WALL FRAMING FASTENING SCHEDULE J r ~3n Q COLUMN STILT (14 GA.) TO COLUMN (12) 0.148" x 2" (6d) STAINLESS STEEL RING SHANK NAILS J Z'. h- 1 81 M BASE ANCHOR TO COLUMN 0.177" x 2-1/2" STAINLESS STEEL NAILS (4) PER ANCHOR Oa Oa O 2x8 SPLASHBOARD TO COLUMN x x "'x4'(20d) RING SHANK A fn w w CONNECTION 2x6 NOTCHED NAILER TO COLUMN (4) 0.148" x 3-1/2" (16d) NAILS @ SPLICE/ (3) 0.148" x 3-1/2" (16d) NAILS Q STANDARD C STANDARD CONNECTION O ~U'y6}~n ii 7/16" OSB TO SPLASHBOARD & NOTCHED NAILER 0.099" x 1-1/4" ASBESTOS SIDING NAILS 2x6 NAILER TO COLUMN (6) 0.148" x 3-1/2" (16d) RING SHANK NAILS @ SPLICE/ (6) 0.148" x 3-1/2" (16d) RING SHZ (16d) RING SHANK NAILS @ STANDARD CONNECTION END HAFiLK ASSEMBLY iu Q 2-2x6 (6) 0.177" x 4!'(20d) RING SHANK NAILS 1 1 1 Z EXTENSIONS O 2x4 PURLIN TO END RAFTER ASSEMBLY HEADLOK .19"x6,0" FLATHEAD LAG SCREW' IN PRE-DRILLED HOLE O HI-RIB STEEL TO NAILERS #9 x 2" STAINLESS STEEL RUBBER WASHER PANHEAD INTERNAL DRIVE SCREWS AT EVERY 'EWS AT EVERY HI-RIB (1'-0" o.c.) f 1 SOFFIT TO WALL INSERTED IN PRE-FORMED SLOT IN SOFFIT/HI-RIB CAP Q SOFFIT TO FASCIA T-50 MONEL STAPLES (2) PER PIECE O SCREWED ROOF STEEL CUPOLA FASTENING IG ~Z~1~ CUPOLA CAP TO CUPOLA ROOF (4) 1/4'' x V PLATED MACHINE BOLTS AND LOCK WASHERS a VJ CUPOLA ROOF TO CUPOLA SIDES PRE-FORMED CRIMPED METAL CONNECTIONS AND (8) #9 x I" STAINLESS STEEL RUBBER i STEEL RUBBER WASHER PANHEAD INTERNAL DRIVE SCREWS 1 1 1 ® CUPOLA SIDES TO CUPOLA BASE FRAME #9 x 1" STAINLESS STEEL RUBBER WASHER PANHEAD INTERNAL DRIVE SCREWS (4) PER SI[ IEWS (4) PER SIDE (16) TOTAL Q w a CUPOLA BASE FRAME TO OSB CUPOLA SUPPORT 1-7/8" GUN NAILS Q 6' O.C. ® OSB CUPOLA SUPPORT TO TREATED BEVELED BLOCK 0.148" x 3-1/2'(1 6d) RING SHANK NAILS Q 8" o.c. g u-i ® TREATED BEVELED BLOCK TO 2x4 CUPOLA BLOCKS 1/4" x 4-1/2" LAG SCREW W/ 1/4" FLAT WASHER AT EVERY HI-RIB (1'-0" o.c.) _l ® 2x4 CUPOLA BLOCKS TO FRAMING CLIPS (2) 0.135" x 1-1/2" RING SHANK NAILS z2 ® FRAMING CLIPS TO PURLINS (2) 0.135" x 1-1/2" RING SHANK NAILS IN SIDE OF PURLIN AND (2) 0.135" x 1-1/2" RING SF 1-1 /2" RING SHANK NAILS IN TOP OF PURLIN ® PRE-MADE PEAK BLOCK TO CUPOLA SUPPORT FRAME (2) 0.135'x 1-1/2" RING SHANK NAILS ® PRE-MADE PEAK BLOCK TO PEAK PURLINS (2) 0.135" x 1-1/2" RING SHANK NAILS PORCH FASTENING SCHEDULE DRAWNBY: BISHOP DATE' 71/16/10 ® 6' PORCH FRAME TO PORCH COLUMN (1) 1/2'X5 1/2" MACHINE BOLT & (6) 0.177" x 4" (20d) RING SHANK NAILS CHECKED BY: J. MILLER ® 2x6 PURLIN CLIPS TO PORCH FRAME (1) 0.135" x 1 1/2" RING SHANK NAIL IN EACH TOP TAB OF CLIPS & (1) 0.135"x 1 1/2" RIN 35" x 1 1/2" RING SHANK NAIL IN EACH SIDE TAB OF CLIPS DATE: 11 /24/10 ® USE JH20 ADJUSTABLE JOIST HANGER TO HEADER (2) #9x1 1/2" TRU-GRIPS SCREWS & (12) 0.131"x 1 1/2" TC POSITIVE PLACEMENT GUN N REVISED DATE' -EMENT GUN NAILS REVISED DATE USE JH20 ADJUSTABLE JOIST HANGER TO PORCH FRAME (6) 0.148" x 2-7/8" (10d) GALVANIZED POLE NAIL REVISED DATE.' ® USE MPAI FRAMING CLIP TO 2x4 NAILER (6) #9 x 1 1/2" TRU-GRIP SCREWS ® USP MPAI FRAMING CLIP TO PORCH FRAME (6) #9 x 1 1/2" TRU-GRIP SCREWS REVISED DATE' `~~o¢ NEWro hP=~~ L. SGT~~f=~Q O O• a- d ~I IAy,IIIM\\ p6 'I m SCALE: AS NOTED SHEET NO. S12oES12