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HomeMy WebLinkAbout39733-Z tspgU@FOI�Co: , Town of Southold 4/19/2016 i 3o alb; P.O.Box 1179 v i' 53095 Main Rd ...44 $9 . Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 38246 Date: 4/19/2016 THIS CERTIFIES that the building ACCESSORY GARAGE Location of Property: 400 Cardinal Dr, Mattituck SCTM#: 473889 Sec/Block/Lot: 115.-4-19 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 4/28/2015 pursuant to which Building Permit No. 39733 dated 5/6/2015 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: accessory two car garage with covered entry as applied for. The certificate is issued to Piscitelli,Mark of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 39733 2/17/2016 PLUMBERS CERTIFICATION DATED Autto,' ed Si vi ature • r 'S�FFoiK TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 39733 Date: 5/6/2015 Permission is hereby granted to: Piscitelli, Mark 400 Cardinal Dr Mattituck, NY 11952 To: Construct an accessory garage as applied for. At premises located at: 400 Cardinal Dr, Mattituck SCTM # 473889 Sec/Block/Lot# 115.-4-19 Pursuant to application dated 4/28/2015 and approved by the Building Inspector. To expire on 11/4/2016. Fees: ACCESSORY $388.00 CO -ACCESSORY BUILDING $50.00 • 'Total: $438.00 Buildng •..-,,,•-c o irst - -v Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features: 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,qI i„o • • _ _._' Q$50.01 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- S100.00 3. Copy of Certificate of Occupancy-5.25 4. Updated Certificate,of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00, Commercial $15.00 Date. 2113 /�Oe� New Construction: Old or Pre-existing Building: • v” (check one) Location of Property: r 11< I' House No. '�®® Street Hamlet Owner or Owners of Property: g(a.i(�t,. , p1 sari-1-4 I Suffolk County Tax Mao No 1000, Section II Block Lot ! Subdivision j ( f Filed Map. (44 j 3 Lot: Ste Permit No. Date of Permit. Applicant: Nt OIL IYb pi sc`(fel It Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (c/eck' ne) -5-0 f W Fee Submitted: S J 0 . 0 0 Appl jcant Si nature` �,•1® SOU7A, Town Hall Annex I ~® l0 Telephone(631)765-1802 54375 Main Road % * Fax(631)765-9502 P.O.Box 1179G Q Southold,NY 11971-0959 1..-4, �o��P roper.richert(a�town.southold.ny.us = COUNT`1,�1 os --•,... .0's. BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To Mark Plscitelli Address: 400 Cardinal Drive City: Mattituck St• New York Zip: 11952 Building Permit#: 39733 Section 115 Block' 4 Lot: 19 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Modem Electric East License No: 4253-E SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic Garage X INVENTORY Service 1 ph Heat Duplec Recpt 2 Ceiling Fixtures 8 HID Fixtures Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures Smoke Detectors Main Panel NC Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel 1-100A NC Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect - Switches 1 Twist Lock Exit Fixtures TVSS Other Equipment: 4- Spot Lights Notes: Inspector Signature: Date: February 17, 2016 Electrical 81 Compliance Form.xls I, 3 73 3. -- i„.4.„,'''''F so- 0,1,.Io, , tsca :___, e,�' �0, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] IN TION [ ] FRAMING /STRAPPING [ KFINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: ,-( CO C/ 1'/" 7 I/. ir , 3 DATE3 INSPECTOR 1 CHARLES M. THOMAS R.A., PLLC 206 LINCOLN STREET RIVERHEAD, NY 11901 (531 )727-7993 CDTHOMAS63 @AOL.COM FEBRUARY lay 2015 Building Department Town of Southold Re: Piscitelli Residence - 400 Cardinal Drive, Mattituck, New York Permit No. 39481 - As built alterations to existing single family dwelling - As built detached garage Dear Sire/Madam: This letter shall serve to certify that I was retained to inspect all aspects of the construction at the above referenced property and can attest that all construction was in conformance with the 2010 Residential Code of New York State. Thank you for your attention to this matter. Please contact me with any questions you have. Veip ly you s, 7.;;;\ CH A 'LES M. THOMAS, R.A., ifi A 95) (*d • FIELb•3218PIDcoN MORT DAT CO1 YrgiTS ' FOUNDATION(1ST) , " . . . • .•, • 7 4 { I • !„.), FOUNDATION(2ND) , • 4 / 1 •.. ' • ROUGH FRIG& """' . • y • PLUMBING . ' . • ' { . T• • .. ',. , •- . . `lam 1.. .. ::._ 0 .. . . . _. . , . , , IN$ULATION PER N.Y. iwt..1' . • STATE ENERGY CbDE -- ,- . , . ._ . . . ... . a . . . . • • _ . • FINAL • . . • • Oa x:�. S' 2.0 6. .\ec. `.a(?(06p-• '4 fig• °` • • ' .. ' r�04,174. ,1 - /1 / Z 1l � ' -6 ► ` CF P • m g-- . •• • . I 2 • . . . .„ 4. . . . ,. . . •. • , • O /., . , , . .._ , . _ .1 ' 1 , - P 1 - .4 r C TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631)765-1802 Planning Board approval FAX: (631) 765-9502 ^� Survey SoutholdTown.NorthFork.net PERMIT NO., -girl / 3S Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined ,20 Single&Separate 6 Storm-Water Assessment Form Contact: Approved ,20 ail to: �� Disapproved a/c Leto i E. Erirne- Phone: 651 - tU7 7-' Y Z Expiration ,20 CALQ 12) I if r r ' 1 w ' — -J -_, _, i g Uil e•' -• 0" • -- 1 11� lrr ICATION FOR BUILDING PERMIT Date \a h . LR , 20/S CLF;G DEPT . INSTRUCTIONS FM"f'.of SOU HOL"0 a. 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 demoftion as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code,housing cyde, d regulations, and to admit authorized inspectors on premises and in building for necessary inspections. t 4' ---Al- A i I •. (Sig il re of aiplic•Int or n. e,if a corporation) // / / it IV • ii/ II IL_ -S2_ (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises , Y ., t . p,,„ ,,"`e,.. k (As on the tax roll or latest deed) ' - If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on whichroposed work will be done: 400 Cav�l�rial 'by. WA-It4i-uclL Kt`( ti12. - , House Number Street Hamlet „i.. County Tax Map No. 1000 Section I j � Block s,,- � �- � < ,-:_•••' ' Lot l 'e\ rai.oa'P Subdivision ldVAV'V (/1+Lr...S76-6C Filed Map No. 4 Lis 3 Lot P 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy 3F l I-PifiG e b. Intended use and occupancy F Q,eS 1 a e vi(,. 3. Nature of work(check which applicable):New Building t// Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost; 7 f 00 Fee I (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on,each floor If garage, number of cars /o. 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front . Rear Depth Height Number of Stories Dimensions of'same structure with alterations or additions: Front Rear Depth Height - - Number of Stories r ' 8. Dimensions of entire new construction: Front Z Rear ,..,,.. Depth.-.-,d5D , Height MI Number of Stories l .S{-- . `II .i I `! 9. Size of lot: Front lOa1 Rear I OD Depth 11 a V 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated R - 40 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO V 13. Will lot be re-graded? YES NO ✓ Will excess fill be removed from premises? YES NO 14.Names of Owner of premises 11/164,19(4111 Address q �nes�� �,� 5-2,74 Phone No. ( 31 --7E-7`3t, Zk? Name of Architect /� Address Phone No Name of Contractor 9,4,1v14. () de, etbriS Address ve ANAPN Phone No.q?1 -94 -• 42tiff 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO ✓e * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C.PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property, is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ivtavk144RSCIL[11 being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the 0 W ` _ (Contractor,Agent, Corporate Officer, etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be . performed in the manner set forth in the application filed therewith. Sworn to before me this '/� rima day of_ 4Q'J�1 20 1,... . A- ; cati, Notary; Public Brooke Soler Signa;ur' of p Ilica\:t Notary Public,State of New York NO.01S06152197 Qualified in Suffolk County Commission Expires 8/28/20 r b L IP Scott A. Russell ,;A.,,, `'„ ,' sTORMWAATER SUPERVISOR % z MANAGEMENTz SOUTHOLDTOWN HALL-P.O_Box 1179C+~O •• Town of Southold53095 Main Road-SOUTHOLD,NEW YORK 11971 • CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT) { DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: • 1 Yes No (CHECK ALL THAT APPLY) 0 DI A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. , , 0Illa B. Excavation or filling involving more than 200 cubic yards of material { within any parcel or any contiguous area: * 0 _ _ ' - . - II . -.-11 O. .• .es w ich exceed 10 feet vertical rise to . ®D100 feet of horizontal distance. . Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. Da E. Site preparation within the one-hundred-year floodplain as depicted .,�.,,� on FIRM_IYlap of any watercourse. . ®l. t'. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes . . . . in-kind replacement of.impervious surfaces. .. . . . . . _.. . .... . . . . . _. ....__. -. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. - * If you answered YES to one or mare of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. S.C.T.NI. "". 1000 Date APPLICANT: (Property Owner,Design P ofessionai,Agent,Contractor,Other) District11- t�, ._aAn ZX ZOIA NAME �.�: l c awl /, Y o T'.'' ecot ion B bit b • I , age"e' -e- "FOR BUILDING DEPARTMENT USE ONLY'`-` Contact Inrorsnstiom [ : 1 . o ,^ 42 / aekYJ ae Xu.Sn: Reviewed By: _ Date: (' Property Address/ Location of Construction Work: —iz1"/ — Approved for processing Building Permit. Stormwater Management Control Plan Not Required. inStormwater Management Control Plan is Required (Forward to Engineering Department for Review.) FORM ` SMCP - TOS MAY 2014 A`,4 �i Town Hall Annex i * *; Telephone(631)765-1802 54375 Main Road H (631)76jQ5Q�, • P.O.Box 1179 rOQe�rIC17e 01M1.S0 0 .nY.Us Southold,NY 11971-0959 � , b i I . OUNI -0' • BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION • • • REQUESTED BY: -7-; Ke ((-,.TKO 1/4..7 s c�—r Date: a t 0 /f le Company Name: oDCar4. E ec-rn;c E s_ , DJ c., • . Name: KE Cu...--t tLpwS�i -• is License No.: 11.253- J.• Address: Pb (60x vac? 91 ina-r-reT,c /4Y.. ( ( 93-a .. • Phone No.:- - 5--I (Q - go 3 - ?(S I - JOBSITE INFORMATION: (*Indicates required information) *Name: M p02c4 ' �� Sit TC LL l *Address: y O O CcA..r t t a,4. l - 1b!z 1 V - 14 77/7ucK a' • . l (9S-1--. *Cross Street: ' n K.-k-e .QS- • ' *Phone No.: Permit No.: (11)'� ) • . Tax•Map District: 1000 . Section: V/ lj Block: Lot: 1 9 - *BRIEF DESCRIPTION OFWORK(Please Print Clearly) . - .bel-A-ch C -A CSF (Please Circle Ali That Apply) *Is job ready for inspection: - NO Rough In OD *00.you need a Temp Certificate: YES i NO • Temp Information(If needed) • *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead . Additional Information: PAYMENT DUE WITH APPLICATION • . g -4 82=Request for Inspection Form1.1ili bCj - at/ Ise ,, r•,, aSUf FotkOa Town Hall Annex i t iQ VG Z Telephone(631-1802 54375 Main Road + Fax(631)734-9502 P.O. Box 1179 cin = �i Southold, NY 11971-0959 :; l 1 t� BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYP.E CONSTRUCTION, PRE-ENGINEERED • WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION - Date: 4- Z i5 - / / - - , �, s • ,--,:.,. .s. , • . - , Owner:_ ad .6 ♦l SGT.'ti&' t1.,:, :!� , • V M•6,i•t`t' •.rya l; 4 .�F:.- t/'�/`l fr :}� • /I • V Location of Property: (0a .Yf(..' v W�1N :t i tl�/'l/� T I-i t k 1�� 2 -- Please t e notice that the (check ppiicable'line): , ..iy Lit, - ,: . New residential structure : :=�:-,;t •-•;-•.:4,. ..,::'--•. ``-: : . - . -:,; ' Addition to existing'residential structure - ' - -- ,.- - - - - -Rehabilitation to an<existing-r•esidential-structure-- -- - -- -- -- - - . . - y • • ;tri 1 V V.4 ' ' to be constructed or performed at the subject prol3ert'y.`refererice above will utilize -- - - check a-- _licatjle-line --•------------- ,.._--•:• -_.:_:- -------------------- . ------- ---- r - Truss type construction(T7~)_' •• ,, - -,• • • / Pre-engineered wood.ponstruc ttdn�(PW) - - . Timber construction.(TC) in the following location(s) (check applicable line): • • ` FI or framing, including-girders,and-bOams(F). • . . ✓ R of -naming (R)' : - • , - . ' ` - FI r and roof..4 franii .4'0.11 ---- - Nk-/- • - - ... .. . . . ____- Signature: , . , 'v , : : ,.. Name (person submitting this form): Leo E. > V kleSt J I/ ' Capacity(check applicable line): - VOwner � - Owner representative TrussResRegl5.docx Effective 1/1/2015 CONSENT TO INSPECTION t.V1 M. PI t 41; ;the undersigned,da es hereby state: Owner(s)Name(s) That the undersigned(is) are) a owner(s)of the premises in the Town of Southold,located at . .400 adr t vi i -�-t {- which is shown and designated on the Suffolk County Tax Map as District.1000, Section lc ,Block 4 ,Lot (4 That the undersigned(has)(have)filed, or cause to be filed,an application in the Southojd Town Building Inspector's Office for tl1e fallowing: Jpe.r ,4 ._ r_Vth4t 40'' 4t _- " That the undersigned do(es)hereby give-consent to the Building Inspectors of the Town-of Southold to-enter upon the above described property, including.any andall buildings located thereon,to conduct such inspections as they may deem'necessary with respect•to the aforesaid application,including inspections to determine that said premises ,comply with'all of the laws,ordinances,rules,and regulations of the Town of Southold. The undersigned,in consenting to such inspections,do(es)-so with the knowledge and understanding:that any-information obtained in the conduct of such inspections may be used in subsequentposecutions for violations Of the laws,ordinances,rules or regulations of the Town of Southold. • Dated: �aVt 2`�5 2015 (Si :: etc Cure); t Naive) s. SURVEY OF �[�-1� � • AD ( S . 25 ) LOT 56 //A����f- T T�'MA ESTATES OF 1VJ ATr-'—? iJCK ESTATES , INC . �\s0 FILE No. 4453 FILED SEPTEMBER 8, 1965 5r' SITUATE MATTITUC]K TOWN OF SOUTHOLD SUFFOL< COUNTY9 \ EW YORK S.C. TAX No. 1000- 115-04- 19 (,' SCALE 1 "=30' 0 NJ FEBRUARY 16, 2015 O Z APTIL 27, 2015 REVISE PROPOSED GARAGE o - Q-c. AREA = 27,183 sq. ft. r, 0.624 ac. CERTIFIED TO: 1 MARK M. PISCITELLI 3 a a O UNAUTHORIZED ALTERATION OR ADDITION I I. • TO THIS SURVEY IS A VIOLATION OF I M O SECTION 7209 OF THE NEW YORK STATE o I EDUCATION LAW LOT 57 ( 1 0 ( ) COPIES OF THIS SURVEY MAP NOT BEARING -7JJJJ THE LAND SURVEYOR'S INKED SEAL OR N 88°20'50" 26^ --,...292.SHRUBS ') NEpp WIRES EMBOSSED SEAL SHALL NOT BE CONSIDERED E t....... NI01ER TO BE A VALID TRUE COPY CONC M• I `ti"" n FOUND r I ° CERTIFICATIONS INDICATED HEREON SHALL RUN CONC. MON c ° ONLY TO THE PERSON FOR WHOM THE SURVEY ELECTRIC =' IS PREPARED, AND ON HIS BEHALF TO THE W AIR COND :1,9,_,._I METER I d x 1 TITLE COMPANY, GOVERNMENTAL AGENCY AND NIT LENDINGINSTITUTIONLISTEDHEREON, ANDO N o TO THE ASSIGNEES OF THE LENDING INSTI- 7GENERATOR Ul IF, TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE C..) wN0 -, 323' COy ' ' ; °dPREPARED IN ACCORDANCE WITH THE MINIMUM �1 f CO it STANDARDS FOR TITLE SURVEYS AS ESTABLISHED `� w ? C1� I/ m BY THE L I A L S AND APPROVED AND ADOPTED 25' s —I o 0 2 FOR SUCH USE BY THE NEW YORK STATE LAND a _-._.,_ ..__. 10 0' 55 0' xi TITLE ASSO o. N PROPOSED IIIb 0 , 2-1/2 GAR I26' 4, MASONRY STEPS o �r't � • w GARAGE STTEPS --, D TO BE REMOVED t I ° � ,` � y Oi z . 4 lo: i 30'.. I� m i PROPOSED A m E f ®� �!� LOT 5E 15"DIA TREE = rn DEGK NI z ° ° /L.. y O a LAMP Z ° �! ` 1` Li , C POST -i BAYS f�'ff N WINDOW I m WANK ° ° JJJ • 36"DIA TREE 31.! 1 dtl j ` * 152' n O e•— RIVEWAY d° 0 25' to ASPHALT D ° '°'c ^ wui ° ^' z ° :as Oc1 0 d° O PROPOSED I,000ANK m " d //.� c No 50467 PROPANE 15 2' O Aln el 24"DIA TREE w 29 4' OI ° i Wt�RES �,- �/'" 0 w N K 24"DIA TREE o Nathan Taft Corwin III Z , 0 GUY WIRE O ERNfAO 9-24"DIA TREE N • •- 14"DIA. TREE �i FOUND WOOD STAKE \G� Land Surveyor FOUND ( ) 87 WOOD STAKE 28/ '02' S 88°24'40" W (((2 tcrs wLOT 55 Title Surveys — Subdivisions — Site Plans — Construction Layout PHONE (631)727-2090 Fax (631)727-1727 OFFICES LOCATED AT MAILING ADDRESS THE EXISTENCE OF RIGHTS OF WAY 1586 Main Road P.O. Box 16 AND/OR EASEME TS OF RECORD, IF Jamesport, New York 11947 Jamesport, New York 11947 ANY, NOT SHOWN ARE NOT GUARANTEED. 35-016 f SURVEY OF MA—N25 )( S . d . 25 ) LOT 56 MAP OF � .�s MATTITUCK ESTATES , INC . ��q.00 FILE No. 4453 FILED SEPTEMBER 8, 1965 LisV- SITUATE MATTITUCK TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000- 115-04- 19 0 SCALE 1 "=30' 0 o • FEBRUARY 16, 2015 APRIL 27, 2015 REVISE PROPOSED GARAGE • 0 o FEBRUARY 2, 3016 FINAL SURVEY r. rn AREA = 27,183 sq. ft. • 0.624 ac. CERTIFIED TO: MARK M. PISCITELLI 00 - UNAUTHORIZED ALTERATION OR ADDITION N• TO THIS SURVEY IS A VIOLATION OF ;`7 Lo SECTION 7209 OF THE NEW YORK STATE LOT 57 p I EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING 267.86' THE LAND SURVEYOR'S INKED SEAL OR N 88°20'50" E SHRUBS �OVERNEND HIRES EMBOSSED SEAL SHALL NOT BE CONSIDERED U �0111111w�■1■ TO BE A VALID TRUE COPY. CONC. M° . CONC MON CERTIFICATIONS INDICATED HEREON SHALL RUN FOUND ,. L, I e " uFENCE c ONLY TO THE PERSON FOR WHOM THE SURVEY P,.. 0.4'8. ELECTRIC =' IS PREPARED, AND ON HIS BEHALF TO THE FENCEO METER I ° 0 I 0.5'S. 0.9'E r u u GENERATORy •I� CA�IR COND. P I ep TITLE COMPANY, GOVERNMENTAL AGENCY AND (� �uNR „ N LENDING INSTITUTION LISTED HEREON, AND O a TO THE ASSIGNEES OF THE LENDING INSTI— • ni ■ rn (11 IR, TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. V Z • �? 32 3' (O y O J ed PREPARED IN ACCORDANCE WITH THE MINIMUM O I I N (O y ,- cr i _z48' Ul 4 J STANDARDS FOR TITLE SURVEYS AS ESTABLISHED UJ o — 30 2' 1D 7' p < I i - BY-TH8EUCH USE BYNTHE D PNEW VYORK STATE ED AND ADOPTED f� �� TSS .AS CI4TION. ~ a ■ o 100' 55 0' Icr.?, _- ➢, hp E-, o ro 2 STORY ro z o J IIIc WOOD =I p a16(''' '` '*, �, �'® ' ? FRAME P'' cork ' sTEPs ""mrze"0 , wrki CI, ■ GARAGE - v< STEPS D+ z w I. m , ROOF OVER m m < a ^ j �� °T 0Q La I Z 302' = LOT 56 G 15"DIA. TREE = m WOOD PORCH m ) mI m t O > LAMP p z � �. W w CONC..-09-1 BAY ONPOST eic:i r I +t.� '. C3 WINDOW I m WALK , I u=i I rn 6"DIA TREE 3.1' ° o e J} T 4;!!!„1 \", , ..,,,,.. ,1 ..........„;" 5.,_ 0 15.2' in O QQQ��� A. p l Z D ASPHALT DRIVVIAY ° e " ....... `/J1' Z ■ co m N �Z a Q I° d' UNDERGROUND �? �" °e a ° p a ��§D N.Y.S. Lic. No. 50467 o� ., PROPANE TANK IT7 e ° " CO � I 152' Q ■ 24"DIA TREE w 29 4' ES O > J I —24"DIA TREE ____i. o`0‘.‘ o Nathan Taft Corwin In 0 Z • 24"DIA. TREE IJ N 114"DIA TREE FOUND Alit.- c› ■ WOOD STAKE c� ■ OUND Z7z. 13 `� �� 287.02' �� Land Surveyor DOD STAKE0 S 88°24'40" W m m ■ LOT 55 m • Title Surveys — Subdivisions — Site Plans — Construction Layout • PHONE (631)727-2090 Fax (631)727-1727 OFFICES LOCATED AT MAILING ADDRESS THE EXISTENCE OF RIGHTS OF WAY 1586 Main Road P.O. Box 16 AND/OR EASEME TS OF RECORD, IF Jamesport, New York 11947 Jamesport, New York 11947 ANY, NOT SHOWN ARE NOT GUARANTEED. 25—n1 FA ,i".".41 OP ID:KH A R®7 CERTIFICATE OF LIABILITY INSURANCE DATE(MMJDDfYYYY) 40121/14 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 ' REPRESENTATJVEOR PRODUCER,AND THE CERTIFICATEHOLDER. IMPORTANT: lithe certificate holder is an'ADDITIONAL-INSURED,'the policy(ies)must be endorsed. If SUBROGATION IS•WAIVED,subject'to theterms and conditions of the policy;certain policies may require an endorsement, A statement on this certificate does n_ot,confer rights to the certificate holder in lieu of such endorsement(s)'. PRODUCER Phone:747-335-2929 CONracr NAME: Unruh Insurance Agency,Inc. Fax 74.7-335-2923.PHONE 1 FAX P.O. INC,No): ,Box,259 fA/C,No,+Ext): Denver,PA 17517a meL. ss : PRCUSTOMER RR ID#:'SHIRK-2 INSURER(S)AFFORDING COVERAGE NAIL# - INSURED Shirk.Pole Buildings LLC INSURER A:Erie Insurance Exchange 26271 807 Reading,Rd INSURER B:Erie Ins.Prop/Cas Co 26830 East Earl,PA 17519 INSURER C INSURER D:, , INSURER E:. _INSURER F: COVERAGES CERTIFICATENUMBER: 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,TERMOR 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. INSR ADDL SUER POLICY EFF. POLICY EXP TYPE OF INSURANCE LTR INSR WVD POLICY NUMBER (MM/DDIYYYY)JMMIDDIYYYYI UMITS GENERAL LIABILITY 'EACH OCCURRENCE $ 1;000,000 A X COMMERCIAL GENERAL LIABILITY Q45 0153561 H 09/01/14 09/01/15 ' GE TO PREMIses Ea occu RENTED ) $ 1;000,000 CLAIMS-MADE X OCCUR MED EXP(Any.one.person) $ ,5,000 PERSONAL&ADV INJURY $ 1,000,000 GENERALAGGREGATE_ _ $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER_ ,PROOUCT 'CO'MP/OP AEG $ 2,000,000 1 POLICY 1-7128-f � LOC $ AUTOMOBILE LIABIUTY .COMBINED SINGLE LIMIT , $ 1,000,000 ANY AUTO- (Ea accidenj) ,A ALL OWNED AUTOS 009 0131793 H7 09/01/14 09/01/15 BODILY INJURY(Per person) $ BODILY INJURY(Peraccident) S X SCHEDULED AUTOS PROPERTY DAMAGE $ X HIRED AUTOS (Per accident) X 'NON-OWNED AUTOS $ $ .UMBRELLA UAB X; OCCUR EACH OCCURRENCE $ 1,000,000 EXCESS UAB CLAIMS-MADE AGGREGATE $ 1,000,000 A 033 0171779 H 09/01/14 09/01115, DEDUCTIBLE $ RETENTION S , $ WORKERS COMPENSATION WC STATU- 0TH- AND EMPLOYERS'LIABILITY X TORY LIMITS °R - AND A ANYPROPRIETORIPARTNERIEXECl1TIVE' Q93-0102249 H(PA) 09/01/14 '09101115 E.L.EACH ACCIDENT $ 500000` OFFICER/MEMBER EXCLUDED? I I N/AB •(Mandatory in NH) Q93-5100926 H(NY) 09/01/14 09/01/15 .E.L.DISEASE-EA EMPLOYEE S 500000* If yes,describe under DESCRIPTION OF OPERATIONS below- EL DISEASE-POLICY LiMIT $ 500000* DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(Attach ACORD 101,Additional Remarks Schedule,If more space is required), CERTIFICATE HOLDER CANCELLATION SHOULD"ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Town of Southold ACCORDANCE WITH THE POLICY PROVISIONS. 53095 Route,25 Southold,NY 11971 AUTH RIZED,REPRESENTATIVE - I -4til /Jac,/ - ©198 72009 ACORD CORPORATION. All rights reserved. ACORD 25(2009109) The ACORD name and logo are registered marks of ACORD :STATE OF NEW YORK' WOERS'COMPENSATION$QARD CERTIFICATE,OF1NSl iViNCE'COV.ERAGE UNDER THE NYS DISABILITY BENEFITS LAW' , PART 1,, Tobe completed by Disability-Beneflts,Carrier or'License4,Insurance Agent ofthat Carri3Or y la.Legal Naine.and Adihess of Ibssuredf(Use street address only) lb.'Business"Telephone Nuunber of ksuied SHIRK POLE BUILDINGS'LLC (717) 989-5393 807 READING ROAD lc.NYS Unemployment•Insuiance Employer Registration EAST EARL, PA.17519 limiter of Insured :id.Federal ErnployeildentificationNtunber of insured or Social Secerivit umber 260-90=2567 Nazite artd Address of the Entity R,ecluesdng Proof of 3a.Naine oflnsurance Carrier` Coverage( istity'Being Listerias the Certificate Holder). NEW YORK STATEINSURANCE FUND Town of'Southold 3b,Policy Number of entity listed in box"la": 53095 Route 25 Southold, NY 11971 DBL 6026 70- 3 3c.Policy effective period' '01/1112015 01111/2016. 4.Policy covers a.® Al)of the employer's employees eligible under the New YorkDisabiiity,Benefits Law b.,O_Only the following class or classes of the enipioyer's eirrplayee f • Under penalty ofperjuiy,icedify that I arn-an au'thoiized representative or licensed agent of the insurance carder referenced.above and that thenanied insured hee NYS Disability Benefits iusuirance coverage as described above. Date Signed 01/27/201'5_ •By `� Joseph' J.,M.a5l (sikriaitneofirsuroniemroof's Botha rizedrepJasor:atiueoff tiaersedinsuresrcerentof,ttst.insurarmerestrier) Telephone'Ntunber (866) 697-4332 Titre Director of,Disability Benefits Insurance 1MPoiitA.Ni If boxma'is;Methal.aadtdisfoollissipgadTithe insn'*eauilesouihotizo4tiveseotatitreotNYSLieeasedIastanuce;Ageaiofthat. cattier.this ccuificate is COMPLETE. Mail it-directly to the=tiro=,holder. Ifbei r4b"is ekec&ed.ibis etitifieate ii NOT_COMPLETE foe.purposes ofStoke'220 5ubd,8 of the Disabitity_l tsLe C mun be ni 4 efor tme:0141 n top ViOfkerb!ICOnfilftwicalBoaid.,flE P1eosAceeptatice Unit.2t}Pork Street,Aibeny New York 12267 PART 2.To be completed by NYS WorkersrCompensation:Board(Only_If box Mob"of Part 1:has been checked) State Of New York 'Workers'Compensation Board Aocotihistg ro'infom ration mainteined by the,NYS'Worl is'Compensatioa;Board,the above-itam4eeployei lats"eozaplied*Alike NYS Disability Benefits Lawwith respect:to all of his/her employees. Date.Signed By {sisuraue of NYS Netters tompatsation Baud Blooyee TelephoneNiunber _ Title Please Note:Only insurance catiiers•licensed to*Trite NYS;disability benefiits iusiurairce:policies and NYS licensed,insurance agents of those.instnance carriers al+eautherized.io issue Farm DB-120j. Insurance brokers are NOTauthorized to•issue this forni. DB 120.1(5 6) 'Certificate Number 305454 1 STATE'.OF NEW YORK WORKERS'COMPENSATION BOARD .CERTIFICATE OF NYS WORKERS' COMYFNSATION INSURANCE COVERAGE la,Legal Name&Address of Insured(Use street address only) lb.BusinessTelephone Number of Insured (717)989'75393 Shirk Pole Buildmgs-LLC 111 E,Black Creek Rd lc.NYS Unemployment Insurance Entployer East Earl PA-17519: Registration,Number of Insured N/A 'WorkLocation'ofInsured(Onlyrequiredifcoverageis•specifically ld.Federal Employer Identification Number of,In_sured' ,limited to certain locations in New,York State, Le., a"Wrap- 1p or Social Security Number Policy) 26-0902567 2.N$me_andAddress of•tbe Entity Requesting:Proof of 3a. Name of Insurance Carrier, Covera ge.(Entity-Being:Listed as the Certificate'Holder) �rie.lnSurance'Property/Casualy Co Town of Southold 3b.•Policy Number of entity listed in,box"la" 53095 Route 25 `Q935100926 Southhold NY 11971 3c. Policy'effective period 09/01'/2014 to 09/0112015 3d. The Proprietor;Partners or Executive Officers-ace • Elincluded. (Only check linrif all partners/Officers included), all,exeluded or certain;partners/officers'excluded. This certifies 'that the insurance carrier indicated'above in box"3" insures,the business referenced above,in box "1 a"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.ofthe workers''compensation'insurance policy). The.Insurance:Carrier or its licensed agent will.send this Certificate of Insurance to'the'entity.iisted above as the-certificate holder in box"2". The Insurance Carrier will also notifit the above ceriifrcate holder within 70 ilays.IFa policy is canceled due to nonpaynient•ofpremiums or within 30 days IF there'are reasons other than nonpayment of remiums.that cancel the.policy-or eliminate'the insured from the coverage indicated on this Certificate. (These notices maybe sent byregular mail)-Otherwise,this Certificate is valid/or one year after thisform is approved by:the insurance Carrier or its,lieensed agent,or until the policy,ezpiration.date`.listed in,box"3c",whichever is earlier. Please Note:'Upon the-canceliation of the workers'compensation policy indicated on thisform,;if the business continues_to be named off permit,license-or contract issued bya certificate holder,.the business must provide that;certificateholder with-a new' Certificaterof Workers':Compensation Coverage or:other authorized,proof that the:business is complying'with:the mandatory .coverage requirements'of the New'YorkState Workers'Compensation:Law. Under penalty of perjury,'I certify that.I am an authorized representative or licensed agent of theinsurance carrierreferenced above and that the'nanie,d insured has the Coverage as'depicted on this'forni. 'Approved by:. Marc Cipriani (Printnt�name of authorized•rePresentative,or licensed agent of insurance carrier) Approved by: 14 10/21/201.4 .(Signature) (Date) Title: :Department Manager Telephone Number,ofauthorized representative,or licensed agent-of insurance•carrier: 800-24840811 ,Please Note:.Only'$insurarice,carriers and theirlice'rised agents are authorized to issue FarmG105.2, hisurande brokers-are,NOT authorized issue`it: 0105.2(9-07) www:wcb.state.ny.us r (944.; APPROVED AS NOTED RETAIN STORM WATER RUNOFF �,: r WITH LL CODES OF PURSUANT TO CHAPTER 236 66/45— COI's, Ey , )ATE• B.P. __ --- NEW YORK STATE & TOWN CODES OF THE TOWN CODE. FEE:4 +, BY: _ r� AS REQUIRED 11n yah _,Y'.f ec a . NOTI i BUILDING DEPARTMENT AT So� �!', 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: ,.,: •• ^' •• N. •, '. '!'RD ELECTRICALi. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE — _- S( ''.-"''.. l' T ES �� ,� � �, KO RE* 2. ROUGH - FRAMING & PLUMBING -.6� . .m D"y f - 3. INSULATION 4. FINAL - CONSTRUCTION MUST CCUPAI�CY OR BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE USE IS UNLAWFUL REQUIREMENTS OF THE CODES OF NEW FOR TRUSS PLACARDING REQUIRED DESIGN ORECONSTRUCT ONYORK NOTSIBLE ERRORS. WITHOUT CERTIFICATE OF OCCUPANCY DO NOT PROCEED WITH - . FRAMING UNTIL SURVEY , OF FOUNDATION LOCATION- :. HAS BEEN APPROVED. . t. • + - - BUILDER � ie 30' sa Tg 6' I 8' I I- 8' I— 8' 10' d is` zv 5.1 0 Di 09 COI 0 0.. Z 1 Vi 2-2X10 #1 SYP TRUSS CARRIERS NEW BUILDING SPECIFICATIONS / DESIGN 24' X 32' X 10'4' POST & FRAME BUILDING /4) a W/1-10'X24' OPFN LEAN-TO �p 0O 0-18' X 8" CONCRETE FOOTINGS (TYP) 00 N >Ol (5301 LB CAP, 4160 LB COLUMN WT) / I'r > Q 01-6'0" X 6'8" DOUBLE HALF GLASS FIBERGLASS O C ENTRY DOOR CO 0 C Q 2-9' X 8' RAISED PANEL SANDWICH PANEL C p 0 ALL GABLE POSTS EXTEND TO TOP / o rn INSULATED OVERHEAD DOORS OF ROOF TRUSS 3ri2-36" X 44" THERMALPANE SINGLE HUNG WINDOWS Y -I c' C5 (NOGRIDS) ® -3 PLY 2X6 GLU-LAM POSTS 8' OC (TYP) S d N 21w cn 2 .E 2X6 TREATED GROUND CONTACT SKIRT BOARD !) p 2X4 SPRUCE WALL GIRTS & ROOF PERUNS 24" OC Q w 3 2-2X10 #1 SYP TRUSS CARRIERS 08' SPANS0 (517 PLF CAP; 515 PLF ROOF LOAD) = D_ w OWNER 3-2X10 #1 SYP TRUSS CARRIERS 09' SPANS N CL 0 N 00 (731 PLF CAP; 515 PLF ROOF LOAD) N Z 00 N TRUSS CARRIER TO POST'"ir)(4"GRK STRUCTURAL SCREWS p • 10 7 OEAPOST(2 PER SPLICE MIN)2331 SHEAR RATING PRE-ENGINEERED 4/12 PITCH, 48 CC, 30 5S5 LOADING o\ , 5 ROWS 2X4 BOTTOM CHORD LATERAL BRACING(53.OC) rNLUJ1270 LB UPUFF,H-1A HURRICANE CUPS=1340 LB Qor- I ® 29 GA 0-100 PAINTED STEEL ROOFING & SIDING 3' WAINSCOT BASE COLOR 8 C) Z 12' EAVE & GABLE OVERHANG WITH VENTED SOFFIT Cl) Y & PAINTED STEEL FASCIA y- a V WRAP LEAN-TO HEADERS&POSTS W/PAINTED STEEL TRIM f a = Z29 GAUGE PAINTED STEEL CEILING IN LEAN-TO .- CL 1- CL C 12".,PAINTED STEEL VENTED RIDGECAP `— VI a U 1. 00 I o w CO Q 0 H / X a W et 3-2X10 /it SYP © © I 2 //'�T,�/Ty}(R�LI��,{{S�'CARRIERS /,r-�\ 1 , , J\ "Y / ®-® ® 01 i ALL DIS oYRanwN�c ISHIRK �/ PROPERTY OF SHIRK POLE BUILDINGS LLC (� INS WANING NAT NOT 9' "� ` 9' I 8' 10' REPRODUCED'UMW • BE BNIGER ANO OT A ME RE9Pp19E4E --t* 30' TO 1ERE CPLL DNBI9ia: 2' 2' \ \j11F IN""��0/// BEFORE CCNSTRUCTON � O /// ERAWI BY. ALS FLOOR PLAN `,o` ''c P (Opp' y0 '0. REVIEW �/+:..i REVISIONS SCALE. 3/16" = 1'0" • i` ./v y '1"- E r...- G• s II {/��'+ ITS: o 7�• ji; R .73:W = DATE' 12/23/14 _ %2 '-•'• /_� SITE PISCITELLI ' -•,:.(P y' ,..�.-: O?�` FLOOR PLAN l'0 ;'77142,,.0��4,. /� 1 ' • O SSI 1;.... \��` / \ c 1 P�11,1,T IIl'\\\\ . . I I BUILDER IUILDING DESIGN NOTES AND DETAILS °'F RADING & EXCAVATION A4.8 CONCRETE FLOOR(OPTIONAL) � � NISHED GRADE SHALL BE BELOW FLOOR LEVEL WITH ADEQUATE FALL TO CARRY FIBER REINFORCED 4000 PSI CONCRETE SLAB ON GRADE OVER COMPACTED BASE. I'.' 0 - JRFACE WATER-.AWAY FROM BUILDING FOOTINGS SHALL BE CIRCULAR (UNLESS SLAB WILL BE POURED AGAINST SKIRTBOARD WITH NO TURN DOWN o -- - DIED'OTHERWISE) AUGERED TO THE DEPTH AND DIAMETER SPECIFIED, WITH ALL A4 9 STRUCTURAL DESIGN PARAMETERS ® =Eh)OSE FILL REMOVED BEFORE CONCRETE FOOTING MATERIAL IS PLACED. m_U0.AINC UE= STRACE DOTINGS ' zr USE GROUP=U FANDARD DEPTH FOR FOOTING EXCAVATION IS 44" FROM FINSIH FLOOR HEIGHT EXPOSURE CATEGORY= C d )OTINGS SHALL BE A MINIMUM OF 36" DEPTH FOR FROST PROTECTION OR; HEIGHT & AREA LIMITATIONS=5B UNPROTECTED �X )CAL BUILDING CODE DEPTH REQUIREMENTS FOR FROST PROTECTION WILL BE OCCUPANCY LOAD=AS PER DESIGN - )LLOWED DRY MIX CONCRETE HYDRATED IN-SITU WILL BE USED UNLESS TOTAL NUMBER OF FLOORS= 1 THERWISE SPECIFIED TOTAL FLOOR AREA (SO FT)=720 DESIGN TAMING BUILDING VOLUME (CU FT)=8800 - - --- L..I 0 IMBER FOR SIDEWALL GIRTS AND PEREINS SHALL "1'£--BE SPRUCE-OR COMPARABL£.72-" -- 02 STRUCTURE IS DESIGNED__FOR A-MAXIMUM-:V;1NE7ai_OAD_OF-n0,--MPI-F_(-3'SECOND'�_- • - �- -- IMBER FOR SKIRTBOARD, POSTS AND-BEAMS:-SHALL.-BE `�" BITER SOUTNERN--_ _ ..- _ L- a�_m_-,, T.- _ .LLOW PINE -TIMBERVALUES-FOR-.3 PL•Y.2Xff`.GLU-LAM-_FB=2150, FC=2050 LUMBER GUST), AND-100 MPH (10 SECOND GUST)LNi S ..NOTED-OTHERWISE. ' -- - • -- -----,0•>.-,— = _ - )R.TRUSS CARRIERS--SHALL Brit-OR BE•iTLR SOUTHERN YELLOW PINE ALL GROUND . _-_SOIL BEARING CALCULATIONS ARE BASED ON SOIL--BA$E"CONDITION 3000 PSF ...- _- )NTACT LUMBER SHALL BE TREATED TO AWPA U1-09 (Ckiiirt :FY-SPECIFICATION 9.A, @48" BELOW GRADE UNLESS NOTED OTHERWISE. 3E CATEGORY 4B AND SECTION 5 2) AND ASAE(ASABE)EI.' ; .230':-OCA MINIMUM AND 30 PSF(LIVE) MIN SNOW; 5 PSF TOP CHORD & 5 PSF BOTTOM-CHORD LOADS. a 0 TALL BEAR AN ACCREDITED LABEL USING #1 OR BETTER SW A4.10 APPLICABLE BUILDING CODES �° - c 30F TRUSSES PLANS ARE DESIGNED IN ACCORDANCE WITH THE FOLLOWING BUILDING CODES: d o .N )OF TRUSSES SHALL BE PRE-ENGINEERED. GROUND SNOW LOAD, DRIFT LOAD, )LLATERAL LOAD, AND WIND LOAD ARE TO BE IN ACCORDANCE WITH BUILDING CODE 2010 RESIDENTIAL CODE OF NEW YORK STATE rF - LUSS ERECTION AND BRACING SHALL BE PROVIDED ACCORDING TO MANUFACTURERS 2010 NEW YORK STATE BUILDING CODE >. 'ECIFICATIONS BOTTOM CHORD OF TRUSS SHALL HAVE PERMANENT LATERAL BRACING A4.11 DESIGN CRITERIA: - 120" OC. OR AS REQUIRED PER ROOF TRUSS DESIGN THE DESIGN PROFESSIONAL OF DESIGN REFERENCES=NFBA GUTDLINES FOR POST & FRAME CONSTRUCTION& NDS 2005 OWNER "CORD HAS REVIEWED THE PRE-ENGINEERED ROOF TRUSS DRAWINGS AS PER R502 11.1 AMERICAN FOREST &-PAPER ASSOCIATION (WFCM& NDS 2005 FOR WOOD CONSTRUCTION) N IBC 107.3.41 AND THEY COMPLY WITH THE STRUCTURAL DESIGN REQUIREMENTS . LO )OF TRUSS UPLIFT AND LATERAL CONNECTIONS _j_' -. SOUTHERN PINE COUNCIL (JOISTS & RAFTERS/ HEADERS & BEAMS) 0 WARY ROOF TRUSSES SHALL BE CONNECTED TO THE SIDE OF THE STRUCTURAL POSfi5 TRE-AMERIGAN.INSTITUTE OF TIMBER CONSTRUCTION (AITC 117-93 AND 2/98 ADDENDUM) Q r SOUTHERN BUILDING CODE CONGRESS (SSTD10) W 4D INTERMEDIATE ROOF TRUSSES SHALL BE CONNECTED TO THE STRUCTURAL HEADER MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE-7-05) I'- g , -11-1 UPLIFT BLOCKS WITH A SUFFICIENT NUMBER OF FACE NAILS TO OFFSET THE WIND 'LIFT FACTOR AND LATERAL LOADS NOTED ON THE ROOF TRUSS DRAWING IN GEORGIA PACIFIC ENGINEERED LUMBER (EDITION VII) C z Z )CORDANCE WITH IBC SECTION 2304.9 1, 2308 10 1, AND 2308 10.6 A4 12 WARRANTY NOTES co a ,STENERS AND FRAMING CONNECTIONS STRUCTURE COMPLIES WITH ASAE(ASABE) a a vqNY DESIGN MODIFICATION OR ANY STRUCTURAL MODIFICATION BEFORE, DURING, OR 1484 3DWIND M DESIGNS& ACTIONS FOR METALCLAD BUILDINGS, 2009 IBC AFTER CONSTRUCTION TO BUILDING BY ANY PERSON(S) OR COMPANY OTHER THAN Q = SO8 9 3 WIND BRACING REQUIREMENTS, IBC 2009 CONSTRAINED/ UNCONSTRAINED )ST REQUIREMENTS& POST TO FOOTING CONNECTION. ALL FRAMING CONNECTIONS WORK PERFORMED OR APPROVED BY SHIRK POLE BUILDINGS LLC WILL VOID ANY AND V TALL BE OF A SIZE AND DESIGN TO MEET DESIGN LOADS SPECIFIED. NAILS USED ALL WARRANTIES PROVIDED BY MANUFACTURERS AND/OR SHIRK POLE BUILDINGS LLC. < C 17 60 ACQ/CCA TREATED WOOD SHALL BE 12D HOT DIPPED GALVANIZED, ASTM A SUCH DESIGN MODIFICATIONS AND/OR STRUCTURAL MODIFICATIONS INCLUDE G 'Cr .3 PLATED 1.2 MIL SCREWS, AND A 65 CLASS G 185 HARDWARE. THE MINIMUM DRILLING. REMOVING, CUTTING, SAWING, SPLINTERING OR DAMAGING ANY AOUNT OF 12D NAILS IN 2X4 ROOF PERLINS IS 2 THE MINIMUM AMOUNT OF 120 STRUCTURAL MEMBERS INCLUDING FOOTINGS, POSTS, GIRTS, BEAMS, TRUSSES, PERLINS, PANELS, WINDOWS, DOORS, NAILS, SCREWS, AND BOLTS " AILS IN 2X4 WALL GIRTS IS 3 THE MINIMUM # OF 120 NAILS IN 1 STRUCTURAL ALL mffORuxTION SNOM vABER IS 1 PER I" BOARD WIDTH. TRUSS CARRIER CONNECTION TO POST: 1/"x4" SUCH DESIGN MQDIEJCATIONS AND/OR STRUCTURAL MODIFICATIONS ALSO INCLUDE. PR PERTTHS LI IS THE Y OF SNIRN 1K RSS STRUCTURAL SCREWS. SCREW VALUES; SHEAR STRENGTH=1328 LB, ADDING ADDITONS, SNOW DRIFT LOAD FROM ADDITIONS, LEAN-TD'S, ATTIC POLE BUILDINGS LLC NSILE STRENGTH=139,000 PSI, PULLOUT=2644 LBS, HEAD PULL THROUGH=825 STORAGE, CHAIN'HOISTS, OPENINGS, SKYLIGHTS, ROOF VENTS, AND LOUVERS. BSSWNG YUT E REPRCOiJ D MAY IS, MIN BENDING ANGLE=35' SHIRK POLE BUILDINGS LLC WILL NOT BE LIABLE FOR ANY FAILURES RESULTING PERLOSSIWI BIALDER MD FROM THOSE MODIFICATIONS LISTED ABOVE, OR FROM ANY OTHER MODIFICATIONS ARE RE�a�se� TAL SIDING AND ROOFING METAL SIDING AND ROOFING SHALL BE INSTALLED 10)EwFY ALL W 51)50)5 NOT APPROVED BY A CERTIFIED ENGINEER f,•Nuulm4i BEFORE CONSTRUCTION )LOR MATOCHIINGISCREWS. FASTEENERSTAL SHALLDCOMPBYRWITHSTHEED ROOFINGN&ED SIIDING ```..`*'`�� OF NO-4:141, au BY ALS REVIEW "G'S REQUIREMENTS METAL SIDING AND ROOFING SHALL BE WARRANTED N' ••••KOpA y0 '.• REVISIONS GRADE 80,000 PSI MIN TENSILE STRENGTH CORRUGATED 29 GAUGE PAINTED • �: �.`..-•, L�'•;C1.15) REVISIONS 3M STEEL PANELS GALVANIZED TO A MINIMUM OF G-100 r :TAL SIDING AND ROOFING SHALL BE TRIMMED WITH CORRECT FLASHINGS AT _r :- '1� ..11- �<; =0 S-3 1.� FFI%a - DATE 12/23/14 POSED EDGES,_ROOF ENDS,TCORNERS, DOORS, WINDOWS AND RIDGES, EXCEPT, 7�; _ni e 4 �:LW F SITE-PISCITELLI Job Truss Truss Type Qty Ply 24'truss 122660805 6407308 T1 FINK 1 1 e Job Reference(optional! Supenor Trusses, Ephrata,PA 17522 7 530 s Jul 11 2014 Muck Industries,Inc. Tue Jul 29 12 53 32 2014 Page 1 ID Uee7Ra0QwbEJ7PA30kEwQgytCPH-giLTYQuOBAUmWUwsrbgvKlxfsy9n4gCV 8iytcBX 0-10.81 6.63 I i2.0.0 1 17-5-13 1 240.0 4¢-t O.S 8-10.5 6-6-3 5-5-13 5-5-13 6-6.3 0-10-8 - Scale=1 42.3 4x8= 7�� 4.00 12 ii," -it.- ill 1 2x4"ii tr / ttitr 2x4/1 - ti \ / 2 ►i k 6 ' 'u' rl b t� .71 7 La d 1D 9 9 d 3010= 3x8= 4x6= 3x8= 3x10= 8.3.4 I 15-8-12 I2±18 5-3-4 7-5-8 8-3-4 i Plate Offsets(X,VI- 12 0-5-2,0-1-81,16 0-5-2,0-1-81 LOADING(psf) SPACING- TCLL 30.0 4-0-0 CSI. DEFL. In floc) Udefl Lid PLATES GRIP (Roof Snow=-30.0) Plates Increase 1.15 TC 0.95 Vert(LL) -0.32 8-10 >888 240 MT20 197/144 TCDL 5.0 Lumber Increase 1 15 BC 0 97 Vert(TL) -0.55 2-10 >512 180 BCLL 0.0 Rep Stress Incr NO wB 034 Horz(TL) 0.17 6 n/a n/a BCDL 5.0 Code IBC2009/TP12007 (Matrix) Wind(LL) 0.30 8-10 >934 360 Weight*77 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SPF 2100F 1.8E TOP CHORD 2-0-0 oc purlins(2-3-2 max) BOT CHORD 2x4 SPF 1650F 1 3E (Switched from sheeted Spacing>2-0-0) WEBS 2x4 SPF No 2 BOT CHORD Rigid ceiling directly applied or 4-5-3 oc bracing REACTIONS. (Ib/size) 2=2038/0-6-0,6=2038/0-8.0 Max Horz 2=182(LC 8) Max Uplift 2=-1270(LC 9),6=1270(LC 9) FORCES. (Ib)-Max Comp/Max.Ten.-All forces 250(Ib)or less except when shown ' TOP CHORD 2-3=-4464/2548,3-4=-3855/2297,4-50-3855/2297,5-6=-446412548 _ 801 CHORD 2-10=-2229/4093,8-10=-1316/2753,6-8=-2229/4093 WEBS 3-10=-1073/738,4-10=-638/1340,4-8=-638/1340,5-8=1073/736 ' NOTES- 1)Wind.ASCE 7-05,120mph,TCOL=3 Opsf,BCDL=3.0psf,h=25ft,B=45ft,L=24ft,eave=4ft,Cat.II,Exp C,enclosed,MWFRS(all heights);cantilever left and right exposed,end vertical left and right exposed;Lumber DOL=1 60 plate grip DOL=1 60 2)TCLL.ASCE 7-05,Pf=30 0 psf(Oat roof snow),Category II,Exp C,Fully Exp;Ct=1.1 3)Unbalanced snow loads have been considered for this design 4)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 30 0 psf on overhangs non-concurrent with other live loads. 5)Dead loads shown include weight of truss Top chord dead load of 5.0 psf(or less)fs not adequate fora shingle roof Architect to verify adequacy of top chord dead load 6)Plates checked for a plus or minus 2 degree rotation about Its center 7)This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads. s Neil( 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s)except(Jt=lb)2=1270, r' Qf i1 6=1270. r ttr r l i. J Q� 9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. r +P" 10)Graphical pudm representation does not depict the size or the orientation of the pudm along the top and/or bottom chord 7C� •1 r* f r r^ 1' (t .li 11a a�' lc(� /� 'O_ bo-09021 ,�4 r July 29,2014 _ . 4 SW'811f1 yearob44ftri+xfifaxa2Rf4L5 Miff''.'171r1Ffin3 MUM 11613(rlf5ifrli.Me.516.5/tf)rnc:Utt/1015f&$/L AprlicabUy of design parameters and proper incorporation of component is responsbdily of binding designer-not truss desigrrer Bracing shown 111 is for lateral support of Individual web members only Adddtond temporary bracing to insure slabdfy dung construction is the responsbJSty of the �,,ppj{��'.�.,,,,(L, erector Additional permanent bracing of the overall structure is the responsibisly of the building designer Fn general guidance regardng Bill1i�371s. fabrication quasty control,storage,delivery,erection and braang,consult AN51/IPII Quality Criteria,058.99 and SCSI Betiding Component 14515 N Outer Forty,Sunet1300 Sales inr r atton av5Bade homTiuss Piota lnsllNie 761 N Lee Slreel Safe 312 Alexandra VA 22314 w"""•"�x!�,.,.. ., 77 ,.s.}.p„kra-'s1•.• Chestufield,M063017 BUILDER 29 GA.PAINTED 6 NAILS 2X4 ROOF PERUN ` W1' STEEL ROOFING PER USS ROOF 29 GA.PAINTED TRc H • STEEL ENOWALL 29 GA STRUCTURAL ROOF TRUSS TRUSS^ .` •;..T STEEL ROOFING a 29 GA‘ PAI FLASHING PAINTED STEEL 2-3)'%•120 2X4 ROOF \ ` 1 RAKE -IY ® lEg 1 STEEL SIO CLOSURE GALV•NAILS PURUN I 1- J i/ .P 2X4 GIRT OR PERLW J • ®' WALL P• I 11 2X8 FA pm ..1 n RAFTER /24.ON CENTER IV_ 04'BtOf -iii I II — F•• ---l:- -—PLAT ——('. .�• ER l" f' f \r• —moss -STRUCTUPo>)--I- — 25e HEADE-• •MEC a III �_.. \ 4-31"X 120 1l PUCE NOTCHED j II' \ I METAL SIDING Itxi y VENTED 1 JOIST HANGER I TEATERRITE GALV.NAILS Anlet OVERHEAD GABLL TR SS SOFFIT 6. a PURLING J CHANNEL PAINTED SCREWS L._-i 9'ON CENTER STRUCTURALPOST % '� DOOR TRIM M AL F&J TRIM qq�d OVERHEAD •VERHFAD DOOR .I x 29 EELGA. SIDING DOOR WEATHERSTRIP SIDING WALL Y IT SYP GRE STRUCTURAL POST LEANT°DETAIL METAL SIDING & ROOF PURUN TRUSS SCREW TO POST OVERHEAD DOOR GABLE OVERHANG ROOFING FASTENERS FASTENING DETAILCARRIER FASTENER DETAIL HEADER DETAIL DETAIL a••'.C IV SCALE: 1/2"- Ib' SCALE; 1/2'- I.0' SCALE: I/2"- 1'0• SCALE. lit- 11O' SCALE: lit- 1'O' DESIGN W 0 PAINTED STEEL WALL POST '.*FING - .,LO WALL POSE 206 FACE BOARD 6 NAILS 2X4 ROOF PERUN �� ,DOOR JAMB j > s-y 254 WALL > < CALV NAILS / GIRT PER TRUSS ROOFUN �T I � / 2J'G/O.VANIZm - `_... FASCIA PAINTED C C Q DECK SCREWS II O) 0 0 .E _ CL cj, G-3:). �� ROOF TRUS 111 fl I VENTED 0 0 0 GALV.,,,,,Ls PUCE 1• 4 NAILS PER 1 1 8 GA.PAINTED STEEL 1 ' SOFFIT Y .__I EACH SIDE 'I II CHANNEL HUHUTRIM 256 n CO SS flIER POST MF METAL SIDING N 0 SIDEWALL GIRT BLOCK TRUSS TO TIE BLOCK ENTRY DOOR 12•EAVE OVERHANG ? . O FASTENING DETAIL - FASTENER DETAIL JAMB DETAIL DETAIL T SCALE: 1/2"- 1'd SCALE: 1/2"- 1'0' SCALE: I/2•- 1'0' SCALE. 1/2'- 1.0• 0 1 I OWNER 11 N ROOFING9 FPA INTED STEEL D W/ I 0 0 /III ll II 0 11 ]j / n De P SREWS &�W SHERSS II Il /��, II II II 11 0 11 in `2X4 BOTTOM CHORD I II I .- II II II P PERMANENT LATERAL W J BRACING(SEE TRUSS""- I I 2X4 F DIAGONAL BRACE II 11 EI r— •WG FOR SPACING) • 1�1--1 f R�I�10 MN EASE I PRE-ENGINEERED0 2X6 SPF I .7 I I I I I ROOF TRUSSES CS Z Z 2X4 ROOF FACE BOARD � .. I I I I 46'OC. •URLINS 24"DC. ` PAINTED �I II II II II II II 0 a fx V FASCIA III 111 tll ill _ 1 NTED 2X6 WIND UPLIFT TIEDOWN LOCK N \EDVEIIFFIT TRUSS NOTCHED LL UPANEIS 191 SYP TAU55 GRRIERS INTO POST PRE-ENGINEERED ROOF l / Q07,TRUSSES 4B'DC. SIFEL r H-10A HURRICANE CUP F&J TRIM 254 ISI F SIOEWALL GIflTS 24"OC.•••"----.---.""- 2-2X10#1 SYP TRUSS CARRIERS 2 I WALL BRACING.STRUCTURALRECUTENTS: STEL I „,/// V \3 PLY 2X6 GLU-AAM 29 GA. STEEL /_ .-------- AU.INFGRMAnon 9f0YN a--- WALL BRACING PANELS INSTALLED TO EXTERIOR AWPA U1 TREATED POSTS B'OC.TMP./ a•IHS CRANING IS THE POSTS B' OC. TYP. REQUIREMENTS. I OF WALL PURLINS WITH SCREWS II /� PROPERTY OF SHIRK 2`GA STRUCTURAL POLE BUILDINGS LLC STEEL SIDING THIS DRAMS MAY NOT 254 SPF WALL GIRTS 24'DC” PANELS INSTALLEE PERVISREPRCAx:EO AMaSION BUILDER UT WITH SCREW: OMER ARE BESPONSBLE ASS GRADE GRADE I 7TO I TUFT ALL OAENSCNS 2%6 PRESSURE TREATED PRESSURE TREATED 4"-4000 PSItplH•hqI BEFORE CONSTRUCTIO.. GRADE(BOTTOM SYP SKIRT BOARD SYP GROUND CONTACT1 q,, C 7E FLOOR 2%6 SKIRT BOARD..."---......„....... A F N �JfDRAM BY. ALS OF SKINTBOARD) (OPTIONAL) `ASA •,. rlA �Ai� ' ' ", "• ` '^" `�• \\"\ \ \ V\ \ "\W" \ \ \ \'\ \\ �\" J' �� REVIEW '\`i\y / 1l1��1�1i\/' j1."\�.. %1/%\"\% "\ 1\i �\/ Kopp•'•• p 3/4.STONE BAS COMPACTED \/• \\\' \\`'\\�`"\\r`1\l'\1\(✓l`1�\� \\r/\"\1�/\��\\11`�1�11�/ 'C\ 1 ��CD F�• 9 S REVISIONS (OPTIONAL) SOIL BAOI<FlLL j \1/\' 1\11\\1'\`11`/"\1\\1�\`/ �\ `/3000 FS CONT1T/E\11\`/�\\1�/` /\ 7�;_ T..�.y.. �iti• ��+ I m ✓ T1/ / �// /\1/1/�� !�FOOTING(SEE SITE// //\/1 "y• - I 3000 PSI.CONCRETE FOOTING ✓ i<T,✓ ���/3000 PSF SOIL./1\ //\ >/ ON FLOOR PLAN)`1 \ \/1 i C r V-3 A zr 46' m� DATE' 12/23/14 (SEE SIZE ON FLOOR PLAN) / // \1 7,_;;,\j �\ \Y*,\ \j\ \\�\j\j\\ \. \\ p R7 _1,. �• a' W � .. /' / �/ / / / ,,..\ / / << . ttr SITE PISCITELU ✓\\ %\/ •• 2 '�\\\\/�\�/\j•\V�\:• ••••\ \""A\�\A ••••„\\.�\,..y, Z� _ ` SECTIONS TYPICAL FRAME `\,'''\T\j �\j\/�\/ ' 1\\a TYPICAL FRAME � \\/�j;y 137-:;-°,0%.”' ��''. I TrE' • C?``� SECTION ./i/i.1 / /i./n .e:/.,§./...".. SECTION ✓i/s. / .� q•'•.1 iQ? ���`` (ENDWALL VIEW) (SIDEWALL VIEW) i��fi�.9� SSIOtSP`����'' SCALE: 1/4" = 1'O" SCALE: 1/4" = 1'0" ,,,A•'Imii101AA A 4 J - t G) " . N m =, BUILDER ' ij w r sail C i 2OJ I, _aa =g a ZJ i , 29 GA. PAINTED N 4r' - - DESIGN STEEL 14"X6" 1 Izs ca PANTED o HEMMED FASCIA sill���fi'1IIfIII�I��IId��aNCLEDi TRI"IIIIIII'I'll����l�l�., 0- s - ---j i 29 GA PAINTED 'I.,rn .,..:=- o ������ -1—� STEEL 29 GA. PAINTED STEELGI WALL PANELS o-ca.. d 6" CORNER TRIM Y J m d �t- :m 1111 II II fill 11 11 11 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIJIiIIIIIiIi ANG 1111111 u) ro0_) 0 10 OWNER , BACK SIDEWALL LEFT ENDWALL V `C SCALE: 1/8" = 1'0" SCALE: 1/8" = 1'0" LI IM J r P 12" RIDGECAP(VENED) 29 GA 6" PAINTED V z Z II III I I II / T 12 SII_EL RAKE TRIM CO Q Y 6fid. �A1I\S1�� s'ig�L 04r a n> 0 - SCREWDOWN ROOF 11 II — — = Y Q NII II It ��1"�4s1I NII_ i_ .....;-II - .,... < F- . , 9.0" X 8'0"-- 9'0" X 8'0" H1' .2 . :, I 0 0 ALL RffORMATICH SHUN __ 1.14- r,� _ 0 ON THIS BRAKING IS THE OVERHEAD DOOR OVERHEAD DOOR .,- 1 .I II II II = •" o fIMuuIM PROPERTY OF SHIRK (-, 36'.44' 110 [Ill POLE BUILOINCS LLC _l_1---I. _ I THERMAL PANE _ _ 774S OR IJ NAY N01 BE REPROOU®KITNOUT I Il(I II II II 'E"M'SSB"BUILDER AND OTHER ARE RESPCNSBIE 111111111111111//b 6 B XUT6 6, TO%ORFS AU.CONSTRUCTION BEFORE CONSTRUCTION FRONT SIDEWALL ti• OF NE'(,�,,4s,,� o RIGHT ENDWALL CRAM BY. ALS 41.• '.•KOPp%.y0'�iREVIEW SCALE: 1/8" = 1'0" •cc P. . $'4/-.1.,:•-s SCALE: 1/8" = 1'0" REVISIONS +� . m (7= in:-.3 DATE 12/23/14 " SITE PISCITELLI 310%'�� '`*''` ?•c\ ELEVATIONS