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HomeMy WebLinkAbout36171-Z Town of Southold Annex 11/22/2011 4���;• 3Q 54375 Main Road Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 35297 Date: 11/22/2011 THIS CERTIFIES that the building COMMERCIAL ADDITION Location of Property: 95 Love Ln., Mattituck NY 11952, SCTM#: 473889 Sec/Block/Lot: 141.-4-31.7 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 2/10/2011 pursuant to which Building Permit No. 36171 dated 2/10/2011 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: construct a non-heated sunroom addition to an existing commercial building as applied for. The certificate is issued to Mattituck Florist LLC (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 36171 11/21/11 PLUMBERS CERTIFICATION DATED A h riz9 Sign ture TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY f 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 #: 36171 Date: 2/10/2011 Permission is hereby granted to: Mattituck Florist LLC 153 5th St / S 3 S Lindenhurst, NY 11757 To: construct a non-heated sunroom addition to an existing commercial building as applied for. At premises located at: 95 Love Ln., Mattituck SCTM # 473889 Sec/Block/Lot# 141.-4-31.7 Pursuant to application dated 2/10/2011 and approved by the Building Inspector. To expire on 8111/2012. Fees: NEW COMMERCIAL, ALTERATION OR ADDITIONS $370.00 CO-COMMERCIAL $50.00 Total: $420.00 Building Inspector ETOWN a��T Form No.6TOWN OF SOUTHOLD,BUILDING DEPARTMENTTOWN 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. Swom statement from plumber certifying that the solder used in system contains less than 2110 of I% 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, I957) 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 I. 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. 9 Igo .�� New Construction: Old or Pre-existing Building: (check one) Location of Property: ��� Lou L-L'L � E� House No. �' Streets`. Hamlet Owner or Owners of Property; y y� ( IT(/LE;I� t G Suffolk County Tax Map No 1000,Section �� Block Lot l Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicanfi Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: t� (check one) Fee Submitted: $ plicant Si pF SOUryo�o Town Hall Annex Telephone(631)765-1802 54375 Main Road 41 4 Fax(631)765-9502 P.O. Box 1179 CA Southold, NY 11971-0959 • �O ro ier.richert@town.SOUthold.nV.us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Salvatore LaScala---DBA-Mattituck Florist Address: 95 Love Lane City: Mattituck St: NY Zip: 11952 Building Permit#: 36171 Section: Block: Lot: WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Custom Lighting Of Suffolk License No: 38893-me SITE DETAILS Office Use Only Residential Indoor Basement Service Only Commerical X Outdoor 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph 200a Heat Duplec Recpt 2 Ceiling Fixtures 1 HID Fixtures Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors Main Panel 200a A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect 200a Switches 1 Twist Lock Exit Fixtures TVSS Other Equipment: 200a overhead service, add surface mounted switch, light, and 2 recpticles Notes: 7 Inspector Signature: Date: Nov21 2011 81-Cert Electrical Compliance Form f®* TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 /INSPECTION OUNDATION iST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ J FIRE RESISTANT CONSTMUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: rz �� �v t.✓ . DATE `3 INSPECTOR ��of sour do f®* TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] 1 ATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: CV4- 7 77 f 4_ DATE ` L INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN CATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] RRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: `' DATE �� �� INSPECTOR v -� OF SOUTy� � 'po TOWN OF SOUTHOLD BUILDING DE". 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN LATION [ ] FRAMING/STRAPPING [ FINAL 3 X(y 1 i [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICIAL )ROUGH) [ ] ELECTRICAL )FINAL) REMARKS: X- DATE 3d ` INSPECTOR 3 l 7 �F TOWN OF SOUTHOLD BUILDING DEPT. 76S-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] 1 ULATION [ J FRAMING/STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE /( INSPECTOR JOHN TEUFEL, P.E., LEED AP BD + C PROFESSIONAL ENGINEER 707 ROUTE 110, SUITE A-1 FARMINGDALE, NY 11735 631-755-7920 Fax 631-843-8190 November 1, 2011 Our Reference: 10-319 Town of Southhold Building Department Town Hall Southold, NY 11971 Subject: Permit No. 36171, Sunroom at Mattituck Florist &Garden Shop, Inc., 95 Love Lane, Mattituck, NY 11952 To Whom It May Concern: Based upon my inspection conducted on October 27, 2011, I hereby certify that, to the best of my professional knowledge and belief, this sunroom is in a structurally sound condition. Please contact me if there are any questions or comments about the above. Younr F "+c Ay �� �t E DAPBD + C ��`sSiO4A�.E�G D NOV 61-DG. DEPT. TOWN OF SODTHOM --------------------- 11 PLUMBING INSULATION PER STATE ENERGY r CODEUWA LIMA i . OAF �■ri�r-�r,� i 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_ www. northfork.net/Southold/ PERMIT NO. 36 � W Check Septic Form N.Y.S.D.E.C. Examined 20 Contact:Trustees y,,� �J k Approved 0,20� Mail to:-- v 14 Ttr (&)C. Disapproved a/c 7o uaktto F dW.�i�,—QQ—e, n lV Phone:(1031-8 tt73-5 Expiration d! ,20 //�sl;21 -043-��a�gQ--�-- Building Inspector APPLICATION FOR BUILDING PERMIT Date 01/; S 20 // INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code,and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. 7 _. (Stgnatur . ap licant orr name, if a corporation) �-�Ur�l /hGt'PrJ/7G/r�il�%�•s Y appl/�S State whether applicant is/owner, ,llessee, agent, architect, engineer, g/e�neral contractor, electrician, plumber or builder .ZI4Vla 10l e- y Xo -J �'c cc/`er- is �ef K ihGi,7//)L (JT"/14 f t�(/I `f�0Itz,-4 G-t/G, Name of owner of premises - 114y c e eIsf , L L (2- (As on the tax roll or latest deed) rl(NWaf ni �j� -.� 1 F It T a�of corporate officer) Builders License No. ql&o 3- Plumbers License No. - Electricians License No. — Other Trade's License No. 0. 1. Locatioh of land on which proposed work will be done: 95 L-Ove- Lak) osout����• House Number Street Hamlet "`1'' County Tax Map No. 1000 Section_ �I Block `I Lot 3 J Subdivision Filed Map No. Lot (Name) 2. State existing use and occupancy of premises and intended use arid occupanc of proposed construction: a. Existing use and occupancy CO(h Vh PILI l'Gt`. ; ���)Glet:Sl- S�O//� b. Intended use and occupancy ��U MYh 8eC4-aZ; -/x645*- 3. Nature of work (check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work g 2) (Description) 4. Estimated Cost �� C.C.IJ Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars // 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. :Adle y - LAde , / 6t 7. Dimensions of existing structures, if any: Front /V, I Rear �`� ` Depth ' Height 1,; j— /0 1, Number of Stories J / I Dimensions of same�structure with alterations or additions: Front �� Rear �6 ' b Depth 559i — !o 11 Height ls'— /0 Number of Stories / 8. Dimensions of entire new construction: Front /S Rear �S Depth a Height /O/ - y it Number of Stories 1` J 9. Size of lot: Front 90, If + Rear S 6, ' of , Depth ` 99 / 10. Date of Purchase 020 Name of Former Owner -7%E' 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES_NO 13. Will lot be re-graded? YES NO Will excess fill be removed from premises? YES NO �q 14. Names of Owner of premises P t7*,&cK -Xa241, L"Address 1535. ,j116Sf, ��,,,P�//hone No. bJ/--qg-58 00 Name of Architect-TOWN reu F el-) P. <- u-t• Address 7d1 i W ( 'kk oho 150ne No 63/''753`'7907O Name of Contractor(alit"t k kk+s,+e- Address l3SYvochl'S+ Phone No. 63/-.5b/-/2 O 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO ✓ * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) QQ SS: COUNTY OFSS: I LC—I-A�r'`` being duly sworn, deposes and says that (s)he is the applicant (Name of dividual signing contract) above named, (S)I-le is the n'R: Co d CE( _ (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. Swon to before me this day of�f�NURf 20 r � u is Si ure of Applicant J(1,HN TEUF Notary P lic, State of New York t o. 01 TE6067673 Qualified In Suffolk county commission Expires December 10,24_ J TOWN OF SOUTHOLD PROPERTY RECORD CARD OWNER STREET , VILLAGE 1 DIST 1 SUB. LOT FORMER OW NE QR�'3rcnv N E ACR. l O' oi,vt al't - S CH o terl�S 0.1 fa �7�^�1 J4� f S WT f TYPE OF BUILDING RES. SEAS. VL. FARM COMM, CB. MILS. Mkt. Value LAND IMP_ TOTAL DATE REMARKS �p 1 y qa� : Sa ✓aa / r3 } u ti0 . 11o22ss .t aC+4 . 1 - Co. L_-9 G 3 22- 6(9c) Q o k r t i3 1 0 .0ou ob U Soco s/GyHit -L1 ! - iL4 � 'n � a 'ta -�4oco uffe Pa/San0 - N 3100 / Oc `�SOO 0 + -L a - t o o `( #fie tloo Tillable FRONTAGE ON WATER 3'( FRONTAGE ON ROAD J '' Woodland Meadowland DEPTH 110 tic( House Plot BULKHEAD Total Bath M. . , Basements Floors Extension i Walls ®t® sHeatExtension Porch Pooi ® . . Floor Deck Driveway Rooms 2nd Floor Garage 0. �� ■ems :� ��� ho�auF sour, Town Rall Annex 41 Telephone(631)765-1802 54375 Main Road �t� ((��.�.���ppgg P.O.Box 1179 G roger.richeri(d)toffl'south45.nV us Southold,NY 11971-0959l � BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: ,t� �5�� Date: ` ( Company Name: L��G,¢,�, Name: icense No.: E Address: (p CV Phone No.: CR/ JOBSITE INFORMATION: (*Indicates required information) `Name: S,4c�itTo /Ct' L� �rAcy �ltlTii`u [�co2lrl- e c c *Address: 9 S' L o ✓ c= L- J *Cross Street: pc 500 -1 -1) /,11/1 *Phone No.: 631 2 9 R=�!ZR yy Permit No.: 3617,1 tax Map District: 1000 Section: Block: Lot: *BRIEF DESCRIPTION OF WORK (Please Print Clearly) �� � 5�cyt op ��5(tif w14C(n c�©l,(ftR+S rnl 6��e � foo ' '"� (Please Circle All That Apply) *la Job ready for Inspection: / NO Rough In Final *Do you need a Temp Certificate: YES / 16) Q) Temp Information (If needed) *Service Size: Phase 313hase 100 150 20 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service a ea o Additional Information: PAYMENT DUE WITH APPLICATION t '-Request for Inspection Form pF SOUlyo�o Town Hall Annex y y Telephone(631)765-1802 54375 Main Road '! T Fax(631)765-9502 P.O. Box 1 179 A -I.- Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD November 7, 2011 Mattituck Florist 1535" St Lindenhurst, NY 11757 Re: 95 Love Ln, Mattituck TO WHOM IT MAY CONCERN: The Following Item(s)Are Needed To Complete Your Certificate of Occupancy: Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. A fee of$50.00. Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. Final Fire Inspection from Fire Marshall. — Bob Fisher Final Landmark Preservation approval. BUILDING PERMIT : 36171 - Sunroom Addition J� Bargain and Sale Deed,vath covenant against Grantor's Acts-Individual or Corporation(single sheet) THIS INDENTURE, made the day of , 2010 BETWEEN, The Farm By The Sea, LLC, with an address of: 95 Love Lane, Mattituck, New York 11952, party of the first part, and Mattituck Florist, LLC, with an address of: 153 South 5" Street, Lindenhurst, New York 11757, party of the second part, WITNESSETH,that the party of the first part, in consideration of Ten Dollars and other valuable consideration paid by the party of the second party, does hereby grant and release unto the party of the second part, the heirs or successors and assigns of the party of the second part forever, ALL that certain plot, piece or parcel of land, with the buildings and improvements thereon erected, situate, lying and being SEE SCHEDULE "A" ANNEXED HERETO AND MADE A PART HEREOF SAID premises being commonly known as, 95 Love Lane, Mattituck, New York 11952 BEING AND INTENDED TO BE the same premises as those conveyed to the grantor herein by deed dated September 10, 2004 and recorded in the Suffolk County Clerk's Office on September 20, 2004 in Liber 12344 at Page 401. DIST 1000 SECT 141.00 BLK 04.00 LOT 031.007 TOGETHER with all right, title and interest, if any, of the party of the first part in and to any streets and roads abutting the above described premises to the center lines thereof;TOGETHER with the appurtenances and all the estate and rights of the party of the first part in and to said premises; TO HAVE AND TO HOLD the premises herein granted unto the party of the second part, the heirs or successors and assigns of the party of the second part forever. AND the party of the first part covenants that the party of the first part has not done or suffered anything whereby the said premises have been encumbered in any way whatever, except as aforesaid. AND the party of the first part in compliance with Section 13 of the Lien Law, covenants that the party of the first part will receive the consideratiortf r this conveyance and will hold the right to receive such consideration as a trust fund to be applied first for the pur�ose,of paying the cost of the improvement and will apply the same first to the payment of the cost of the improvement before using any part of the total of the same for any other purpose. The word"party' shall be construed as if it read"parties"whenever the sense of this indenture so requires. IN WITNESS WHEREOF, the party of the first part has duly executed this deed the day and year first above written. AMERICAN STAR ABSTRACT Title No. S-0309310 SCHEDULE C AMENDED ALL that certain plot, piece or parcel of land, situate, lying and being at Mattituck, Town of Southold, County of Suffolk and State of New York, bounded and described as follows: BEGINNING at a point formed by the intersection of the West side of Love Lane with the North side of Sound Avenue; SUNNING THENCE along the North side of Sound Avenue the following 2 courses and distances: 1. South 74 degrees 03 minutes 00 seconds West, 87.34 feet; 2. South 79 degrees 44 minutes 10 Seconds West, 29.65 feet,to land now or formerly of Town of Southold; THENCE along said land, North 14 degrees 41 minutes 40 seconds West, 56.22 feet to land now or formerly of Asrs, Inc. THENCE along said land, North 57 degrees 58 minutes 30 seconds East; 110.38 feet to the West side) of Love Lane; THENCE along the West side of Lovc Lax, the following two causes and distances: 1. South 32 degrees 00 minutes 00 seconds East, 26.41 feet; 2. South 17 degrees 57 minutes 20 seconds East, 64.37 feet to the point or place of TOGETHER with a right of way in Common with others 24 feet in width running from the Northwest mrner of said premises Southeasterly to Sound Avenue for access between said premises and Sound Avenue. For conveyancing only, if intended to be conveyed. Together with all rights, title and interest of, in and to any streets and roads abutting the above described premises, to the center line thereof. 1010 NORTHERN BLVD.,SUITE 212,GREAT NECK,NY 616-4824W OF NEW YORK, COUNTY OF SUFFOLK SS.: STATE OF NEW YORK, COUNTY OF SUFFOLK SS.: .he _day of , 2010, before me, the On the _day of , 2010, before me, the .dersigned, personally appeared Joan H. Bischoff van undersigned, personally appeared , personally ,leemskerck,personally known to me or proved to me on the known to me or proved to me on the basis of satisfactory basis of satisfactory evidence to be the individual whose evidence to be the individual whose name is(are)subscribed name is (are) subscribed to the within instrument and to the within instrument and acknowledged to me that acknowledged to me that he/she/they executed the same in he/she/they executed the same in his/her/their capacity(ies), his/her/their capacity(ies), and that by his/her/their signature and that by his/her/their signature on the instrument, the on the instrument,the individual,or the person upon behalf of individual, or the person upon behalf of which the individual which the individual acted, executed the instrument, acted, executed the instrument. HARVEYA.ARiMy Notary NOTARY PUBLIC,State of Newyork 02ARD096585-Suffolk Cou2 ty /3 Commission Expires Oct.31, STATE OF NEW YORK, COUNTY OF SUFFOLK SS: On the day of June, in the year, 2010, before me, the undersigned,personally appeared Nicholas J.Planamento, personally known to me or proved to me on the basis of DISTRICT 1000 satisfactory evidence to be the individual(s) whose name(s) is(are)subscribed to the within instrument and acknowledged SECTION 141.00 tome that he/she/they executed the same in his/her/their capacity(ies), and that by his/her/their signature(s) on the BLOCK 04.00 instrument, the individual(s), or the person upon behalf of which the individual(s)acted, executed the instrument. LOT 031.007 Notary HARVEY A.ARNOFF COUNTY OR TOWN NOTARY PUBLIC,State of New York 02AR0096585-Suffolk County Count of Commission Expires Oct.31,�3 y Suffolk Town of Southold BARGAIN AND SALE DEED with Covenant Against Grantor's Acts RETURN BY MAIL TO: The Farm By The Sea, LLC Kenneth H. Dramer, Esq. 99 Jericho Turnpike to Suite 303 Jericho, New York 11753 Mattituck Florist, LLC 516-876-0720 arNaao�a Nor.Pu 11".NYC 1OD13 ® 35 — LA•om°�r o�sN�re'il�vs www.6lhmberg.cem made the day of between SALVATORE J.LASCALA,153 SOUTH 5TH STREET,LINDENHURST,NY 11757 hereinafter referred to as LANDLORD, and MATTITUCK FLORIST&GARDEN SHOP, INC.,a NEW YORK CORPORATION,with a principal place of business to be at 95 LOVE LANE, MATTITUCK,NY 11952. hereinafter jointly, severally and collectively referred to as TENANT. WtIlt8$tt1), that the Landlord hereby leases to the Tenant, and the Tenant hereby hires and taker, from the Landlord ' THE ENTIRE PREMISES in the building known as 95 LOVE LANE,MATTITUCK, NY 11952 to be used and occupied by the Tenant for use as a FLORAL AND GARDEN RETAIL STORE and far no other purpose, for a term to commence an DUNE 1,2010 and to an,[ on MAY 31,2020 unless sooner terminated as hereinafter provided, at the ANNUAL RENT c° THIRTY EIGHT THOUSAND FOUR HUNDRED DOLLARS PER YEAR FOR EACH AND EVERY YEAR DURING THE TERM OF THIS LEASE(THREE THOUSAND TWO HUNDRED AND 00/100) $3,200.00 PER MONTH all payable in equal monthly instalments in advance an the first day of each and every calendar month during said temm., except the first instalment, which shall be paid upon the execution hereof TBE TENANT JOINTLY AND SEVERALLY COVENANTS: FIRST.--That the Tenant will pay the real as above provided. REPAIRS SECOND.—Thad, throughout said tam the Tenant will take good are of the demised premises, failures and appur- tenances, and all alterations, additions and improvements to either, m t th 'make all repairs in and eboe some necessary io preserve them in good Order and condition,wtuclh repairs shall be, in quality and class, equal to the mgtnet walh� promptly osoaaacrs pay the expense of such repairs; suffer no waste or imjthaayy;; give prompt notice to the Landlord of any fire ttlat mall AND occur, execute and c�ommpply with all laws, rules, Orders, ot'dmances and regulations at any time issued or in force (etceepp' VloanAND those requiring and chtrei alterations), apd iiable to the danised premises a to the Tenant's occupation �ereq& of th, Federal, State and Local Governmenia, and of each end every,department, bureau and official thegeof, an,, of the New York Board of Fire Underwrites; permit at all times dring usual business home, the Landlord and repre- ENTRY sentatives of the Landlord to enter the demised premises for the purpose of inspection, and to exhibit them for purpose:' of sale or rental; suffer His Landlord to make repan's and improvaoents to all parts of We building and to ODpip voila al Orderer and requirements cf Smv emW authority applicable to and buildup or to Say oaupafuon thereof sler the Landlord to erect, use, maintain, repair and replace pipes and conduits in the demised premises and to the floors above and bet ow; forever indwmfy and save harrulese tfie Landlord for and against any and all liability, pealbi damegay expeuaee.s INDEMNIFY and j an artaing.from injay.rLring Said term to person rc sty of my noise, OCGaORGd wttdty or yn pert 1P, LANDFORO �, act Or ads, dtu®ran Or o e 'me of the Tenant, or Of the an cyees, greens, egeuta,-assierne or tmdedemAsts of the Tenant and also for any melter or thing rig out of The omupation Of the dews premraea or of the streets, stolewADS a vaults adjacent permit, (bring the six months next prim to the expiration of the temp the usual notice "To Ld" to be placed and to ranaito tmmolested in a conspicuous place upon the exterior of the deratsed premi ores; repair, at o; before the end of the tam, all injury time by the installation or removal of furniture and property; and at the And of tbr, tam, to (pit and sbrran the Amused Remises with all alterations, addtirns and improvements in good order and cmdltion. THIRD. -- That the Tenant will not disfgtre or reface any part of the building, a atffa the same to be dine, excpt :a WRY so far as may be necessary to affix such trade fixtures as are herein consented to by the Landlord, the Tenant will not SURRENDER obstruct, or permit the obstruction of the street or the sidewalk adjacent thereto; will net do anything, or suffer atrytiilng to be done upon the demised premises which will increase the rate of fire insurance upon the building or say of its Car- tents, Or be liable to cause struchral imjlry to said building; will not permit the accumulation of waste or refuse matte, and will not, without the written corset of the Landlord first obtained in each case, either sell, asdg0. mortgage or hans6ir NEGATIVE this lase, unda'let the demised premises Or any part lbaeot, permit the same or any part thaw to be occupied to COVENANTS mybody other than the Tenant and the Tensm's employees, make any alterations in the demised premisea, use lite olemised premises or my part thereof for any purpose other than the me first above stipulated, or for any pu�ica deemed extra hazardous on account of fire risk, nor m violation of any law or ordnance. That the Tenant will net ob vnt OBSTRUCTION ON or permit the obstruction of the light, balls, stairway or entrmces to the building, and will not sect or inscribe any IIigl:, signals or advertisements unless and until the style and location thereof have been appnved by the Landlodi and if any AN be erected or inscribed without such approval, the Landlord may remove the same. No water ender, as conditioning unit CONDITIONING or systern or other apparatus shall be installed a used without the prior written consent of Landlord. IT IS MUTUALLY COVENANTED AND AGREED, THAT FOURTH. -- it the Y demised premises shall be partially damaged by the or other cause without the faun or neglect of Tenn,, rTc wig au�dt leas Ntetl be • e eMs visitors or licen�a, the ci=gp s sh ail be repaired by and at the expense of landlord end th,� sh be made shall be Apportioned acmrang to the pat d"the d the datesed premYes dads is usebk by Teresa.&a if such partial damage la due to the fault or neglect of Tenant, Tenant's servants, employees, ag,nts, visitors or Ikemaes, without prejudice to any other ruts and remedies of Landlord and without prejudice to the rights of subrogation of Landlord's Insure,, the damages shall be repaired by Landlord but there shall be no apportionment or sentiment of real, No penalty shall accrue fr JL DRAFTING, INC. A/l Ti pcs 01 f/ans Diafled Providing The Finest In Affordable Drafting Services VIA UPS Q016 585 4368 K;B[DG � dE January26, 2011 Z 8 2�)� , DEPT.Town of Southold OF SOUTHOLD Building Department Town Hall Annex Building 54375 Route 25 P.O Box 1179 Southold, NY 11971 RE: File No.: 10-319 Project Location: 25 Love Lane, Mattituck, NY SCTM: 1000/141/4/31.7 To Whom It May Concern: 1 am submitting the required paperwork to file for a"Proposed Unheated Prefab Sunroom" (with no Electric or Plumbing) for the above-captioned (commercial) property. Please be advised that with respect to Question No. 1 1 on the Application, 1 do not know the Zone nor Use District. rr// Thank you for your assistance in this matter. If you have any questions, please contact t is office at 631-843-1949. Sincerely, ILL, Nancy Lang' Expeditor J /nal Enclosures: CALENDAR PRODUCTS INC. 135 VERDI STREET FARMINGDALE N.Y. 11735 631-501-1280 Town of Southold Building Department April 20, 2011 Town Hall Annex Building 54375 Route 25 P.O. Box 1179 Southold N.Y. 11971 Attention: Mr. Gary Fish Re: Mattituck Florist N.Y-- Inspection # 361-712-- Sal La Scala Dear Mr. Fish, I am writing to you in response to a conversation you had with Mr. La Scala of the Mattituck Florist regarding your inspection and request for corrective actions and additional information. I left a message on your voice mail the . other day and I wanted to make sure you were aware of the corrective action we are taking along with the technical information relating to the anchors for the room. We are in the process of installing the required step outside the sliding door which should be completed this week. Enclosed is the technical information regarding the Red Head Nail Drive Anchors which are installed every 12" to secure the floor channel to the concrete slab. We will contact you when the slab is complete in order to finalize the inspection process. Sincerely, APR 2 5 2011 Brian Burke Calendar Sunrooms BLDG.DEPT. TOWN Of SOUTHOLD J YY $ :ems i -*rl Suffolk County Executive's Office of Consumer A irs / V DATE ISSUED: I11 No. 41603-HSUFFOLK COUNTY .. Home Improvement Contractor ' ' {t 3� Y This is 1 , �I AZZA doing• business CALENDAR PRODUCTS INC having furnished the requirements set forth in accordance with and subject to the provisions of applicable laws, rules and regulations of the County1 - '• to conductbusiness IMPROVIMFNI4 CONTRACTOR, in the Cotinty of Suffolk. \ . NOT VALID k f \ ,UT DEPARTMENTAL SEAL (1 f x 1 A CURRENT 4. CONSUMER AFFAIRS ID CARD Director riY ';. �kx�` "�.L�,�A� {f�j f`�,j,,�° r , .� �r h. "b,, ��+ j�x� r" �'• A^� � � 4T, +.,,• T t� � �,F4 � �f _�.� PROPOSW UNHEATW PRE-FAB / ALUMINUMSUNROOM Cy GG 9 SITE FLAN .T.M. # 1000-141-04-31 17 SCALE I " FROM A SURVEY 51TE INFORMATION: SECTION: 141 BLOCK: 04 LOT: 31.'7 LOT AREA: 8,516.3 s.f. LOT AREA OCCUPIED: I,I1:I7.4 s.f. % OCCUFIED: 14% VENTING SKYLIGHT nil 4 q FILE Na 19938 I i MAP OF ER`� Of PSRP' >>o.3a' a op, DESCRIBED PROPERTY FORM gUeWeNc vs LLx �W SITUATE �No Now ;,030" — p, M A TTI TU C K t N cc -C4 N\ N TOWN OF SOUTHOLD. SUFFOLK COUNTY N.Y. f R.O. . •5a'�J� E spas xP FACE o AREA = 8,524 SQ. FT.- - N51 P�NP � DATE: DECEMBER 15, 2009 SCALE: 1"=20' UPDATE SURVEY: MAY 17, 2010 OFE I'S EDGE OF PNpT. m. 0 }�� NI 56 Zbo My W Lj WV zWt to 7 0 I W 1 SS�p NG #9 d 222' 3 $� > 0� Ol U 3 0 �. BV q4.0 w J Q Y m Z I L N DAD. Z Q - O a < qa!o V I W p ti s o 0 i z 156 a �LLJ /\ J_ Zo < w 0 y N NO QQ a a =t N z J 'n _._.- a 6 L FE. N T � � Q 0.8'N � U) W OFF 6 W 2.6 W SPLIT RAIL FENCE 1 29. 5' W UG 9'44010" 003'00"w CONCRETE WALK 87.34' CONCRETE CURB CONC. CURB REMAINS OF ASPH. & CONC. APRON SOUND AVENUE PREPARED BY wcs Prat,%, indicated hereon signify the that this ar ay SCH N EP F & M U R R ELL, P.C. .ce arepared n catedaccordance with the existing rexc of State`Re an of For bt s a a's �2llrltu io: 126 MAIN STREET, SAYVILLE, NY 1i782 rase non N Ire m ae ht or SAL VATORE LASCALA �, s rver Prn as a t• bchef t .:ue u e Ib :ed at t ode to this s_rr-y d at ih , RQ 1 ?? f the e d 9 ste ton ec s ` ` e Ed °' e � �L7f RA I C'dr,L T L"E INSURANCE rt5 se d o cO the c ,f this s r Map t b y - ('0:.'?.^."-4 Y C = .' 1 C%r; TAX MAP D_SIGNA 7, 1 J--_R -ed , -tL ors e >.ci d bess d -. r-. DISTRICT S=C1?ON t'z.' ...cs e .e,t ., _.e< ._:a be a .ara eN ce.r. -_ � _.„ T PAN", NO. 1 000 141 ITW Red Head Hammer-Set Nail Drive Anchor Page I of 3 T ANCHORINGCONCRETE F or go to the Advance search Hammer-Set Anchor Approvals and Listing COACRfTf !• Hammer-Set TM Anchors DESCRIPTION / SUGGESTED SPECIFICATIONS Nail-Drive Hammer-Set Nail Drive Anchors— SPECIFIED FOR ANCHORAGE INTO CONCRETE,BLOCK OR BRICK Anchors The Hammer-Set one-piece zinc plated steel anchor consists of an xanm«at expansion body and expander drive pin.Anchors meet or exceed hal Drr" GSA specification A-A-1925A Type 1.(Formerly GSA:FF-S-325 Group V, Type 2,Class 3) d ADVANTAGES Fast,easy installation Works in concrete,block and brick Install through material to be fastened Low profile mushroom head style APPLICATIONS 7 II NOT FOR USE IN OVERHEAD APPUCATIONY 'I Electrical boxes J - Conduit clips Drywall track i Roof flashing *For for infer applicationsreferto Retli- 9 Drive!or inkrmatlon antl perlormanoe date, APPROVALS/LISTINGS Meets or exceeds GSA specification A-A-1925A Type 1 (Formerly GSA:FF-S-325 Group V,Type 2,Class 3) INSTALLATION STEPS "• 1.Drill proper size hole through material to be fastened into base material(See Chart for bit size). 4«a ` 2.Clean hole. �a:o use 3.Insert Hammer-Set into hole until head of anchor body is flush with material to be fastened.Tap the nail until flush with http://www.itw-redhead.com/hammuprodO 1.asp 4/20/2011 ITW Red Head Hammer-Set Nail Drive Anchor Page 2 of 3 head of anchor.Ensure minimum embedment is 1/4"deeper than anchor embedment.Be sure head is firmly against fixture. 3.Anchor is now set. •• NOT RECOMMENDED FOR OVERHEAD"• SELECTION CHART Hammer-Set PART DESCRIPTION DRILL MAX. MIN. MIN. OTYANT OTY/wT NUMBER In.I.) SIZE FIXTURE EMBEDMENT HOLE PER BOX PER In.(mm) THICKNESS In.(min) SIZE Ibs. MASTER In.(mm) In.(mm) CTN-Ibs. HS-1607 3116 x 718(4.8 3116 1/4(6.4) 5(8(15.9) 1-118 10012.0 1000/20 x 22.2) (4.8) (28.6) HS-1406 114.3/4(6.4 x 1/4(6.4) 1/8(3.2) 518(15,9) 1(25.4) 100/2.2 1000/22 19.1) HS-1410 1/4x1(6.4x 114(6.4) 1/4(6.4) 3/4(19.1) 1-1/4 100/2.4 1000124 25.4) (31.8) H54412 114 x 1-114(6.4 1/4(6.4) 12(12.7) 3/4(19.1) 1.112 10012.6 1000/26 x 31.8) (36./) HS-1414 114x 1-1/2(6.4 1/4(6.4) 314(19.1) 3/4(19.1) 1.314 100/2.8 1000/28 x 38A) (44-5) M8-1 q20 1/4x2(8.4x 1l4(64) 1-1/4(31 B) 3/4(19.p 2-1/4 100735 1000135 Bulk Packaging Available Bulk Hammer-Sets will be '°� shipped in boxes of 1,000 .r. .a.. shiie pieces, packaged in 10 .b ` o?- individual pages of 100 PERFORMANCE TABLE Hammer-Set Ultimate Tension and Shear Values in Concrete (Lbs/kNI 4000 PSI(27.6 MPa) ANCHOR DIA. EMBEDMENT In.(mm) In.(mm) TENSION SHEAR Lies.(kN) Lb..(kN) 3116'(4.8) 5/8-(15.9) 640(2.8) 810(3.6) 1/4'(6.4) 3/4'(191) 880(3s) 970(4.3) 114'(6:4) 1-(25.4) 950(4 2) 970(4.3) 114'(6A) 1-1/4'(31.8) 1,025(4.6) 970(4.3) Safe working loads for single installations under static loading conditions should not exceed 25%of the u8imate capacity. Hammer-Set Nail Drive Anchor Approvals and ListrnD ITW Red Head•2171 Executive Drive•Addison, IL 60101 •630-350-0370 About Us I Careers I Press Releases I Privacy Policy I Terms and Conditions http://www.itw-redhead.com/hammer_prodO l.asp 4/20/2011 ELITE GABLE ROOF 311 NATURESCAPE W/ GLASS WINDOWS MASTER PLAN SHEET - NON-IMPACT RANKSfi BE"NARDO,P.E. OCARRY BEAM TO POST O CONNECTION O ROOF PANEL ® WALL TO ROOF SECTION TYPICAL ELEVATION 2 CONNECTION TO SLAB CONNECTION sEETABLES 1-7, SEE s2 — w t1 1Q > \ \ �� COLUMN (2)ba' TAPCDNS X 13�"MIN. WASHER DIAMETER, I"E LAG BOLTS W/ 1' MIN, 1 -- - - CHANNEL -� "' VALID ELITE 2000 EMBED D"T r CONS ART2�6— 1 OF COLUMN AS WW/W T ELEOVATION TNT OHANOPANELSTHICKNESS SPACED LONGER ,ESP 03 9 0P WA LNA . VP ON!xWl^I RPISEO ENGINEER SIP! - •'J L� Z _ - ti Y/ 3 EP 03 E11tE I\ / MIN.WASHER DIAMETER, EA FROM CORNERS AND EACH SIDE OF EACH PANEL, )^ P"'S /CARRY BEAM PER ANGLE 3E TO SLAB& 3 FOR SSEE OOF&THICKNESS L TABLE COLCONT NUO O CP ATE UNDER rEPEP319 12" MAX O/H - N PERFTOR AH SPAN T 2 a O'M If �J U / ENGINEERING SHEET #14x/"SMS TO COLUMN EA ° ° ° �° °- TYPE E— `#.NI O R OFL SINGLE OR DOUBLE ( ) SEPARATE I ANGLE. INSTALL THE ELITE ) _ DO ATTACH ROOF PANELS TOE #00 EAC 1036 2000 CONNECTING BRACKET BE JOINT°°° °°° ° III ADD 0 — ° ° C Il� -3a Z �e u RIDGE CARRY BEAM PER O INSIDE THE COLUMN AND CONTINUOUS ° ° '° ° ° OPTION 2 THRUBOLTS- co GUTTER 1 ('�' O DETAIL B PER SEPARATE LTFEI (2)'/a"THRUBOLTS,CARRY \3" MIN ATTACH IT TO THE SLAB W/ CAULKING.c e TO ROOT&EP-13(OR 3 ,4 ,6 EPS c aT z q ¢ 1rpyp'!, w ENGINEERING SHEET 000 BEAM TO COLUMN,BOLT -� (2)i xP/"MIN EMBED ° ° EP-14), 11 J C, (5)PER III ° PANEL, I ° ° ° PITCHED = COLUMN PER TABLES - Q W � -o W 4{I 3 #00-EAC-1036 EA MAY PASS THROUGH 'I'° TAPCDNS,2dq'APART&(2) PANEL TO 2 x2 x',q'ANGLES o END U 1 7 ON SHEET 2 Z '> V � Z' zac r EITHER COLUMN WALL COLU CONNECTOR FACE I BRACKET ROOF SPAN FROM 2 E 12 V•° ° ° °LEA EN 6'MAX M w = W a W o x `+� ~ #14x3/ SMS THROUGH (ETHER SIDE . w N w `/��y//�COLUMN FACE INTO EYELETS o o m WINDOW/ h w SINGLE OR DOUBLE J/ MIN ROOF PITCH IS Y4"PER 12", #12x a,�SMS, #12MA SMS L 00 .O � ¢ TABLE, ELITE 2000 2.Sx6 MAX ROOF PITCH IS OR m y z POOL COLUMN ELITE 2000 CONNECTION 3" MIN. S.'zl%"ALUM. O.C. TOP&BOTTOM w OPENING N Q o m W g CONTINUOUS PLATE BRACKET,PROVIDE °° \- w V Z J ti3: Ul ALUMINUM BLOCKING TO UNDER EP 13(&EP-14) 14x'a"SMS EA END&6"O.C. USE STRUCTURAL ADHES VE ELI Ul 3 w (2)#10XJJ,SMS PROVIDE SNUG FIT CABANA CHANNEL, EP-Ol `� EA SIDE ADD(3)#14x3/"EMS w FOR EP-01,03 TO WALL YLL V O rc THROUGH EYELCFS OF INSIDE CARRY BEAM EP-13,OR EP-14 WINDOW/ \ EACH EP-01 TOP&BOTTOM N PANEL INSIDE&OUTSIDE Z U1 O' b u w CONNECTING BRACKET, FgDF 4 AT PITCH DOOR (4) #14x3Q"EMS EA END INTO CONTINUOUS Q p W �a TOP&BOTTOM,TYP. FFr @@q OPENING COLUMN&12"MAX O.C. EP-01 m ID W w INSIDE&OUT(CAP TO PANEL) _ LL 'H o S FASTENERS MAY PASS III -I ATTACHMENT OF ROOF&CARRY BEAM d EP-03 EP-03 TO STRUCTURE PER SEPARATE Pq 3--@ @qR THROUGH WINDOW FLANGE AS I w_ y ENGINEERING SHEET#00-EAC-1036 '1'@4(nP PF P@ OPTIONAL 3"WALL Q BY THIS ENGINEER GCq Tq FqM S PANEL OR GLASS 3 NOTE: PRIMARY STRUCTURE NOT TO BE THIS SS (F9 SY K MODIFIED,DOORS/WINDOWS 11 _ -- Z a BE REMOVED UNDER ANV '°q @ I, I J EP-20 OR CABANA CHANNEL r1 CIRCUMSTANCES O .l. N@(/G,r@ EP-Ol F°-1 O V 0 DO DO ASS ASPECIOTCATION RS PER ROOF PANEL ACCESSORIES ° "M 5 STARTER COLUMN CHANNEL RY _ P� o !— O w U STRUCTURE(TYP.) SECURE TO MASONRY (Y% 5Q 1 ° NOTE: CERTIFICATION OF SKYLIGHT BY SEPARATE 2 w w 0 STRUCTURE USING/4"xP/a"EMBED "`1' PQ-P O� 00� b Z ° CERTIFICATION.DETAIL ILLUSTRATES NPICAL CONNECTION J V wQTAPCONS 4"FROM ENDS&18"MAX O.C. I (LQ P G~ F o�° EP-Ol01 METHODS ONLY.REFER TO ELITE DWG#00-EAC-1062 FOR F_ w U BOLTS 4"FROM ENDS&6"MA% D.Cq ° � ATION WHICH GOVERNS. O N &TO 2X WOOD WITH i"xl'/2"EMBED LAG Fg l� r1 F,p' 1 ry Y- FURTHER INFORM V� U w VI WI LLL.I��/ 0 I- D Z #14x "EMS,EA END&12"MAX O.C.INSIDE& @<F9 ry G1�V�` .1 3 INp-VI .,= DOOR �T� �+ #30 24x1 TEK SCREWS,(1)EA CORNER I�LF- ,�j Z ~ a OUT(CAP TO PANEL)FASTENERS MAY PASS OPENING Ip N F-1 ¢ a THROUGH FLANGE AS WELL d - �' 'CP G� - LJ & TL G MID LENGTH O N.O.ON J O p OV Z K / SKVUGHT PROD.APPROVAL Cl 12" MIN_—� EFT-03 PRESSURE SENSITIVE w U IO O t0 F- FFl @@q 3`cVC� x('I COLUMN PER WINDOW WELD a U < w 12"MINIMUM WIDTH TABLES1-7 SKYLIGHT m Q 3'-0"X Py ryA FOSS REQUIRED FROM OUTSIDE ON SHEET 2 DOME FLASHING TAPE ED 6'-8' S2 tE VN EDGE OF CORNER POST TO u (0 ALUMINUM 3 E E� gyp. *3 NEN) THE FIRST COLUMN ON FRONT RooT PANEL ° D w N 0'x FP SS &SIDE CORNER OR PER SITE RECEIVING •;9 °. ° o F #14x EMS, EA END&12" DOOR 9P SS CHANNEL ° ° ° e c O MAX O.C.INSIDE&OUT(CAP TYP. P G" G`A SPECIFIC ENGINEERING EPS CORE D_ w TO PANEL)FASTENERS MAY BY OTHERS qN('(F(nF V YjB F S 1tO 2"'MINIM UM DRC 24"X 48"MAX �+ - PassTHRoucHAcavLlc G<q 3 E� A � ' 3 E0 w10FF REQUIRED A-A: WALL SECTION TH RU WINDOW LT EA SIDE SKYLIGHT, c v FLANGE AS WELL SS P c�5 ?-Ol QPP S`' FROM OUI SIDE ADJACENT m a ^' G`p' G� PANELS SOLID W EDGE OF CORNER COLUMN PER OR SEE DWG 3 .ES-NN POST TO THE #14x3/"EMS EA TABLES 1-] 00-EAC-1062 _ lA FIRST COI UMN END&6"O.C.EA 'Ol FGIP°'S `Q� ON FRONT&SIDE SIDE ADD(3) ON SHEET 2 ._ Pq 3 1S0 P. CORNER OR PER #14x3a"EMS EACH Yo"x13/"EMBED F f E N4cyF<7 S *3 E� Z SITE SPECIFIC EP-01 TOP& r FAN BEAM ELITE 2000 TAPCDNS 3"FROM I, s o GC4SS PGIyS`' 2 2.Sz6 COLUMN ENGINEERING BOTTOM-I EPS - SLAB FACE Y� e TYP.AT GABLE WALL EPS SPACED 3"FROM CONDUIT FAN SUPPORT 2"X 3"X aIIIIIvp PEAK,DOUBLE O'--U^"N PER - C;'OPTIONAL PANEL ,WALL CORNERS AND .0]0"ADHERE ALL 4 SIDES WIRING m o P-20 OR ELITE 2000 TABLES 1-7 IPANEL..'. EACH SIDE OF &FAN INTEGRITY BY OTHERS UILL m LL LL S�`: FOR 72"X 80"REMOVABLE ASF ON SHEET 2 ° EACH COLUMN& SLIDING F5. 22, CABANA 2.Sx6 COLUMN o O a+ a m ACRYLIC MAX( )BY OTHERS Mqk FFT Mqk EP-21 CHANNEL 1F DOUBLE APPLY o --J:; 12"D.G. TYPICAL COLUMN SECTIONS oY aYi Ya-U,; I£=N = �. ,A; CONTINUOUS CARRY BEAM ADHESIVE m gRRr 0-Fq I0?7Y CORNERS ATTACMITRE H D BET EEN SEALANT \ EP-20 OR\\ CHAN EL CABANA BE 6063 T6 ALUMINUMLL MEMBERS SHALL IIk ee 8 a \ mm F $� O Q FROM MENDSC. SLAB AND FOOTING OR WOOD DECK _.� 2 p = �,m g g— @ G COLUMNS (3)#145M5 ��I 18" a qM Po36F 12" MINIMUM WIDTH #14 EMS,4"/ EP-20 EA SIDE EP-112 U w=w� CONCRETE SLAB It REQUIRED FROM OUTSIDE mlm _ *PANEL IS 3"0.024"/0.034" NJ R EDGE OF CORNER POST TO FROM ENDS, (BY OTHERS) x om o (1 LB FOAM MIN).GLASS MAY INSIDE EDGE OF THE FIRSTAX m E '� BE FIXED PANEL CUSTOM COLUMN ON FRONT&SIDE B-B: SECTION THROUGH BASE EP-112 w ��000 x69- �� -J rcl��i WINDOW MEETING CORNER OR PER SITE , — REQUIREMENTS OF THIS PLAN SPECIFIC ENGINEERING CONCRETE STAR OR WOOD DECK BY OTHERS - i COPYRIGHT FRANK LOENNARDOP E. SPECIFICATIONS 250"�„ 0 Bo" —� —z.o64"� EP-m P3 mlerlo kcowm Jamb r oo e 00—EAC-1071 E 125" EXPOSED0 .324 �, 3�"BASES CHANNEL m �00060 EP-Ol `D -i SCALE: NL STRUCTURAL EXTRUSIONS " 250REAK(SEE NOTE ON SHEET 2) - EXPOSED 3E290 0 24 I ALL MEMBERS 0 055'THICK U.N.O. -NO THERMAL B ,.. 2.276' 0.427 2.276fl35 1.813" 5 PAGE DESCRIPTION: 0 250 00 m ;TK 0.055" 0.065 Iof 3.130" 3.1 3.125" t n �� THK .062' - �' EXPOSED EXPOSED EP-106 .040„ ., 12 ,� _ 1_ `tz FEMALE FRAME JAMB EP-03-WALL INSERT 3 C EP-13-FLAT TOP CAP EP-14-3/12 PITCH TOP CAP 3"CABANAEP-21 CORNER POST WINDOW JAMB EP MALE 3"C COLUMN EP ION COW MN]SEC INTERLOCK ION 3"Column«Insert+Jambs 3"COWmr,+Jambs E2000 2.5' 6" 3 TRACK COLUMN GENERAL NOTES : COLUMN ALLOWABLE HEIGHT TABLES : FRANK L. BE"NAR°D,PE. FRANK L. 1)THIS STRUCTURE HAS BEEN DESIGNED&COMPLIES WITH THE REQUIREMENTS OF THE 2009 TABLE 1 : 10OMPH, EXPOSURE 'B TABLE 2 : 100MPH, EXP IC', 110MPH, EXP INTERNATIONAL BUILDING CODE, 2009 INTERNATIONAL RESIDENTIAL CODE, &THE BUILDING CODE OF COLUMN SPACING COLUMN SPACING THE STATE OF NEW YORK,CURRENT EDITION.STRUCTURE SHALL BE FABRICATED IN ACCORDANCE WITH COLUMN2' C" T 6" 3' 0" 3'-6" 4'-0" 4'-6" 5-0" COLUMN - - � ' _ 2-0-�... _2 6 3 0 3 6 , -4'_0• 4'_6•• 51_01,.. ALL GOVERNING CODES. CONTRACTOR SHALL INVESTIGATE AND CONFORM TO ALL LOCAL BUILDING - _ 3'Column +lambs 12-0 10'-10 9 11"_ -9 2 8'-7 8-V' 7-8" T'Column+Jambs 11'. 0, 9 10 T-0 8'-4' T-9" T 4 6'-it VALID FOR(1)JOS,s ONLY CODE AMENDMENTS WHICH MAY APPLY. DESIGN CRITERIA OR SPANS BEYOND STATED HEREIN MAY 3" Interlock Col. +Jambs 12 0 11'-2 IL 3' 9-S' W-'0 8'-4" T-11' 3' Interlock Col +Jambs 11'-4' 10-2 9' VALID 2NiY hITH RAISED FNGINHP SEAL 3"Column +Insert+Iambs 12-0' 12'-0 12'-0 12 0 12'-0 12'-0" 12'-0' 3 Column.+Insert+Jambs 12'-0" _ 12 0' 12'-0 12 D' s 0' 2- 2'" Kd-0.85,Kt=1.0 FLAT OR UNOBSTRUCTED TERRAIN ONLY), ENCLOSED Gc +/ 0.16 , 15 MRH PER E2000 2.5"x 6" 3-Track 12'-0"_ 12'-0" 12'-0" _ 12'-0" _ 12'-0" 12'-0" 12-0" E2000 2.5"x6" 3-Track 12'-0" 12'-0" 12'-0 12-0" 12 0" _ 12 0 11'-7" Ld N m REQUIRE ADDITIONAL SITE SPECIFIC SEALED ENGINEERING. ALL LOADS BASED ON CATEGORY II (I-1.0) AS*E 7-05 AS APPLICABLE. ENCLOSURES DESIGNED AS CATEGORY II PER AAMA/NPEA/NSA 2100. DESIGN PRESSURE: +/-19.51 PSF(FOR USE WITH WINDOWS) -- ' ' DESIGN PRESSURE: +/-23.64 PSF(FOR USE WITH WINDOW;) •2 0 _ ,__D'_ a C` o, y o 0 12 SEISMIC DESIGN HAS NOT BEEN CONSIDERED. #p v o RAISEDDRAWI SEALO RATIONS,ADDITIDNS THIS DOCUMENT SHALL NOT BE SHIG&MUTINGED OR UORONCED RED ACROSS NALTHE FACE OF THIS SIGNATURE& TABLE 3 : 110MPH EXP C 120MPH EXP B TABLE 4: 120MPH EXP C 130MPH EXP B o '"' "' Za x COLUMN SPACING __ - COLUMN SPACING - _ 7) LL W W 2 -_-- . . COLUMN 2 0 'I. 2 6 3' ' 3 6" �._-- -._ ~ w RAISED SEAL OF FRANK L. BENNARDO, P.E. &MU A 'ELITE' I ER MARKINGS TO THIS DOCUMENT ARE COLUMN r^ NOT PERMITTED AND INVALIDATE OUR CERTIFICATION. 3 Column +Jambs 10 0 _g:6 8-0 __ ? 6 7-0 6 8" 6-4' - "0 _ 4 0 4'-6 5 0_ Z `°� ;< W w 3 EXISTING STRUCTURE MUST BE CAPABLE OF SUPPORTING THE LOADED COMPOSITE 3' Column 9-2" g 2 ]'-6' 6 11 6 6 6'-1 5 9" Z 1 U ZW ROOF-CREEN WALL STRUCTURE AS DETERMINED BY OTHERS OR BY SPECIAL ENGINEERING BY 3" Interlock Col. +lambs 10 4 91- _ __ - 3 Interlock Col +Jambs 9'-6.1 ct 8 6 T-9' 7 2" 6 8 6'-4 6-0" Z Q Q °- w Z 3 8 S" 7 10 T-3 6 10" 6 6" _ _--- - _ — --_ ---. _ /pp -- - _ �-- - __ 11-4" E2000 L5"x6"3-Track 12'_-0" __12-0 12'-0' 12 6" I 10 9' 10'-2 9'-8" W W p A UNL W UNDERSIGNED3) COMPOSITE ROOF AND WALL MEMBERS ENGINEER ATTACHED 9HAL°L BE ONSTRUCTED WARRANTY IS TUSNNG MINIMED IUM TYPE 3005-H25 N. 3 E2000 2.5 Insert Track Jambs 12 0 12-0 L 0" 12 D 12'-0 111 1P'1 30-6" 3'Column +Insert+lambs 12'-0" 12 O' 12'-0 11 0' it 7 _ 1_0'_-11 i_30'-5- (Q y m > Z o ALUMINUM FACINGS, 1 OR 2 PCF ASTM C-578-83 CARPENTER BRAND EPS ADHERE TO ALUMINUM DESIGN PRESSURE: +/-28.61 P L - - -_- - _ ( ) ( ) SF(FOR USE WITH WINDOWS) DESIGN PRESSURE: +/-34.05 PER(FOR USE WITH WINDOWS) N Q C? m W g FACINGS WITH ASHLAND CHEMICAL 2020D ISO GRIP. FABRICATION TO BE BY ELITE PANEL PRODUCTS J ONLY IN ACCORDANCE WITH APPROVED FABRICATION METHODS. — I t - 'B' Y 4)ALL EXTRUSIONS SHALL BE ALUMINUM ALLOY TYPE 6063-T6 ONLY. TABLE S: 13O _ COLUMN SPACING -- COLUMN - - - 2 0 2-6' _ 3_0 COLUMN SPACING _ _ z (A LL uPi a° w TABLE 6: 140MPH EXPOSURE 5 ALL FASTENERS TO BE 2024-T4 OR 7075-T73 ALLOY, NON-MAGNETIC STAINLESS STEEL, SAE GRADE 3"Colum�COLUMNambs 8 5 T-7 6 11"r 6 4 r 6'0 S'-7 5'-4" _ _ 3"Column+Jambs e'-e" 7 9 7•- 4' 6" 5'-V Q p W �' z 5 STEEL MIN, OR CADMIUM PLATED OR OTHER CORROSION RESISTANT MATERIAL AND SHALL COMPLY -- - ---- _- 0 2'-6 3 0' 3 6 _4-0 4'-6'_ 5 0 7 6-6" 6 01' + w_ __ ' — r - 6A k0 W .- WITH 5.1.1C, 2005 ALUMINUM DESIGN MANUAL-SECTION 1,THE ALUMINUM ASSOCIATION,INC., & 3^Interlock Col. Jambs 1 8 9 I T-30 7 1' 6 7' 6'-2 5-30" 1 - 5_9 5 5" LL Q �x APPLICABLE FEDERAL, STATE,AND LOCAL CODES. -_. . __. __ 5 6 T.Interlock Col.+Jambs B 11 8 0 T-3' 6 9 6 4 5'-11 5-8" 6) FASTENERS SHALL HAVE A HEAD AND/OR BE PROVIDED WITH I/¢" DIAMETER WASHER MINIMUM --- - __ —- y J- - -{1 E2000 2.5'x6"3-Track 12-0 ' 12-0' 12'-0 11-9' 11-0 10 7 9 V. UNLESS NOTED OTHERWISE 3'E2000 2.5 Column+'x6e3 Track Iambs. 12 0 12'-0 11' 0 10 8 - 9019 1''_ I- q �1_'J 3 Column+Insert+Ja_mbs 12 0 _-_32 0 11'-9 10 11_"-__ 30 2 9-4 DESIGN PRESSURE: +/-39.96 PSF(FOR USE WITH WINDOWS) - DESIGN PRESSURE: +/-38.25 PSF(FOR USE WITH WINDOWS) Q 7)ANY FASTENER STRIPPED OR NOT ADEQUATELY HOLDING SHALL BE REPLACED. 8)THE CONTRACTOR IS RESPONSIBLE TO INSULATE ALUMINUM MEMBERS FROM DISSIMILAR METALS TABLE 7: 140 M PH EXPOSURE 'C' Of TO PREVENT ELECTROLYSIS. G COLUMN SPACING 9)ALL TAPCOTE MUST BE INI CARBON STEEL . CONCRETE. S OR EQUIVALENT W/ 1'/i' EMBED, 3" MIN. EDGE COLUMN - - -- z o_ m 2 0 2'-6 3 0 3 fi _ 4'-0 4 fi 5 0 DISTANCE, FASTENED TO MINIMUM S CORE I MIN. CONCRETE. - -- - — -- f„y O 0 ^o 10) IF REQUIRED BY CODE,THE EPS CORE SHALL BE SEPARATED FROM THE BUILDING INTERIOR BY A 3 Column ol Jambs ] 10 7.-0 6 7' _5 11 _ 5'-6 5 3 4 11 c O M g 15 MINUTE THERMAL BARRIER OF APPROVED 5/8 INCH GYPSUM WALLBOARD OR EQUAL. ELITE CAN 3" Interlock Col.+Jambs __ 6 1 7-3 6 7 6 1 _5'_9 5 55 3 G O O PROVIDE UL1715 (INTERIOR)OR CLASS A(EXTERIOR) PANEL TO SATISFY CODE PROVIDED ALUM. &EPS 3 Column +Insert+Jambs 12 0 1V-8 iC 8 _. 9 11 + 9'-3 8 8" 8-3__1 D�f z _ -1, TABLE 1-7 NOTES: w a w MEET SPECS ABOVE. E2000 2 5 x6"3-Track 12 0 12'-0 IV-6- 10 8 9'-11 9 5" 8'-11" J� U Y a � 11)WINDOWS AND DOORS SHALL BE BY OTHERS IN ACCORDANCE WITH REQUIRED WIND PRESSURES DESIGN PRESSURE: +/-46.34 PSF(FOR USE WITH W WDOWS) Q z N = STATED IN TABLES&SHALL MEET ALL PRODUCT APPROVAL REQUIREMENTS.THIS ENCLOSURE IS NOT 1) 2005 ALUMINUM DESIGN MANUAL, ALLOWABLE STRESS DESIGN METHOD O IMPACT RESISTANT. SHUTTERS SHALL NOT BE INSTALLED TO THIS ENCLOSURE. WHEN REQUIRED BY AVERAGE COLUMN USED IN ALL TABLES. LU 0- z r w z CODE,AN APPROVED IMPACT PROTECTION SYSTEM SHALL BE INSTALLED AT THE HOST STRUCTURE. SPACING DEFINED 2) USE APPROPRIATE TABLE REQUIRED BY THE BUILDING CODE HOST STRUCTURE DOORS AND WINDOWS ARE NOT TO BE REMOVED EXITING TO THIS ENCLOSURE. THIS REFERENCED IN GENERAL NOTES.VERIFY REQUIREMENTS WITH BUILDING I--I o Z a ENCLOSURE IS NON-HABITABLE SPACE. QP/ -�� DEPARTMENT. J O O m O = Of w 12)ALUMINUM MEMBERS IN CONTACT WITH CONCRETE&WOOD SHALL BE PROTECTED BY'KOPPERS �� / 3) DEFLECTION LIMIT = L/180. W m U O ~ BITUMINOUS PAINT'OR MFR. EQUAL IN ACCORDANCE WITH APPLICABLE CODE REQUIREMENTS. G O O /13 4) LOADING CRITERIA CONSIDERED IS AS FOLLOWS: 2PSF ROOF m E ELECTRICAL GROUND AND ALL RELATED WIRING AND CONSIDERATIONS TO BE DESIGNED BY ,Q- c w / DEADLOAD, ROOF WIND LOAD AND WALL WIND LOAD PER ASCE 7-05 (I=1.0, o W OTHERS AS REQUIRED. l7 14) MAXIMUM AVG. COLUMN SPACING= SET, MAX COLUMN HEIGHT= 12Fi, MAX SOLID ROOF COLUMN 1 MRH=ISFT, Kt=1.0 FLAT OR UNOBSTRUCTED TERRAIN ONLY). > 9 w SNOW/LIVE LOAD = 30PSF, MAX WIND VELOCITY&EXPOSURE= 140MPH, 'C',CONNECTIONS VALID UP % +�;11 5) CUSTOM WINDOWS SERIES 3500 WINDOW JAMBS USED FOR O j TO MAX GIN. ROOF SPAN PER ELITE ROOF SPAN TABLE(#00-EAC-1002)SEALED BY THIS ENGINEER. SITE COLUMN 2 / ','' CALCULATIONS, ANY ELITE ALUMINUM WINDOWS CAN BE SUBSTITUTED, OR rn d w SPECIFIC ENGINEERING REQUIRED FOR ANY DETAIL WHICH DEVIATES FROM THIS PLAN OR BEYOND 1^ OTHER MANUFACTURER EQUIVALENT WINDOW, AS VERIFIED BY OTHERS. ° m aTHESE LIMITATIONS. FOR COLUMN DESIGN ROOF LOADS HAVE NOT BEN CONSIDERED TO ACT COLUMN 1 ` -! i �r„ 6) COLUMN SPACING IS HALF THE DISTANCE TO THE LEFT ADDED TO HALF SIMULTANEOUSLY WITH WALL WIND LOADS. SPACING Sp \, u THE DISTANCE TO THE RIGHT OF THE BEAM (AVERAGE COLUMN SPACING). m W 0- 1 5) ENGINEER SEAL AFFIXED HERETO VALIDATES STRUCTURAL DESIGN AS SHOWN ONLY. USE OF THIS = (z * SPAN1) �N!'/ 7) VALUES BELOW ALLOWABLE CEILING HEIGHT INTENDED TO BE BUILT ON 3 SPECIFICATION BY CONTRACTOR, et al. INDEMNIFIES AND SAVES HARMLESS THIS ENGINEER FOR ALL 1 a r 1 - fl KNEEWALLS OR OTHER SUPPORTING STRUCTURES CERTIFIED BY OTHERS). COSTS AND DAMAGES INCLUDING LEGAL FEES AND APPELLATE FEES RESULTING FROM MATERIAL + (z * SPAN2) Sp II I / ( ) FABRICATION, SYSTEM ERECTION,AND CONSTRUCTION PRACTICES BEYOND THAT WHICH IS CALLED FOR qN2 A / 8) MAX SOLID ROOF SNOW/LIVE LOAD = 30 PSF. w- BY LOCAL, STATE,AND FEDERAL CODES AND FROM DEVIATIONS OF THIS PLAN. I Y 9) IF USED,THERMALLY BROKEN COLUMNS SHALL HAVE THEIR MAX. a a 16) THIS ENGINEER HAS NOT VISITED THIS JOB-SITE. INFORMATION CONTAINED HEREIN IS GENERIC \J.' ALLOWABLE HEIGHT REDUCED BY 10%. (i.e. 1OFT COLUMN SHALL BE o o Y e o° AND DOES NOT TO PERTAIN TO ANY SPECIFIC PROJECT LOCATION.THIS ENGINEER SHALL NOT BE HELD - '\ REDUCED TO 9FT). RESPONSIBLE OR LIABLE IN ANY WAY FOR ERRONEOUS OR INACCURATE DATA OR MEASUREMENTS. COLUMN 17) EXCEPT AS EXPRESSLY PROVIDED IN THIS SPECIFICATION, NO ADDITIONAL CERTIFICATIONS OR SPACING AFFIRMATIONS ARE INTENDED. * SPAN2) w DIY Y Y U £'n EAVE BEAM LIMITATIONS ' EAVE BEAM CLEAR SPAN DEFINED: / __ TABLE 8: O VELOCITY E OCI Y &EXPOS RB MAXOROOF SPAN MAX EAVE BE ° � �. 1D0MPH EXP TABLE 8 NOTES: — \ o � $wgg E o° AM SPAN 1) 2005 ALUMINUM DESIGN MANUAL, x olo zs o ° °° °o 0 * 0 0 ° o O 5 / 101OMPH, EXP 'g --13 11' S'-0" ALLOWABLE STRESS DESIGN METHOD USED IN a ICI of & $ o _ o °° o ALL TABLES. �I ol0 8 d o o° o o 13-2" �i. S'-0' rci wl�: °o°o° 3 4 OR 6 EPS ° / o° o°o oo° PANEL•TVP. o EBEAM 1AVE BEAM 2 i, ..� _ _ _ 2) DEFLECTION LIMIT U180. o° ° ° o ° o ( 110MPH EXP C, 12 O 3) MAXIMUM SOLID ROOF UPLIFT/LIVE LOAD = COPYRIGHT FRANK LeENruROO RE ° ° = 0 4 ` / 5'-0" 49.10PSF. 00 AVE 0 0 0 0° ° o 0 ° I— --- 4) MAX EAVE BEAM SPAN IS 5FT AND THE MAX 00-EAC-1071 CONNECTIO ° °O d 3' ELITE PANEL EAVE BEAM, @ - �aI'I 12oMPH EXP c- 5'-0' AVERAGE COLUMN SPACING IS SFT. ScnLe: O1 120MPH EXP B' 130MPH, EXP B 12 0 o o + I,�@ qV �� / / —_ PAGE DESCRIPTION: PER DETAIL ° ° - CONTINUOUS BETWEEN @qM@ L I' ai 130MPH EXP C 12-0' 5-0" 5) MAX ROOF SPAN REFERENCED FROM o o ° i��, .A qM� 150MPH, EXP 'C' 12'-0" 5'-0' �'00-EAC-1002 BY THIS ENGINEER. 4, S1 ° ° ° ° SUPPORTS Sp N 1 L@ °° o q @ / / 140MPH EXP C' or (—J N ji III OCCUPANCY OR USE IS UN 1—, , o_ — WITHOUT C ERTIFICAT L _G'" NEIN �OUNDATIC':; \ �/• r NE AS NOTED -T �T PARTO c A � A D E.a /o / BP * DEV,�I_ITION PV71TION / — — — — — — — FOUP.P. \\O•/) / f EXSTG. B" GONG. FND. —1 / ® EXSTG. I6"xg" GONG, FND. FTC. IW-9" F © BY 5D NEW SMOKE DE-.' GTOR LINE 01 ROOF O.H. REMOVE 7fi 1802 8NO IFY ILDINC AM 0 4PPM FORT HARDWIRED WI-i�'� EXSTG. WINDOW BATTERY BACK.11 'Y m F OWING INSP CTIONS' NEW r,OMBINAT: I OR PROPOSED \ ,�. T o SUNROOM MANUFACTURERS (5)«5 REBAR INTO EX5 1 MAX. —— 9-1 -' —9'_I —3,-I1 ——AND PA,GH L — 3. O R POURED PLUMBING, ®LSD SEPR30N E SMC / v F UPLIFT CONNECTION A5 PER 4 1. OUNDATION-TWO REQUIRED _ UNHEATED k0 a SPEGIFIGATION5 ,'DE UNHEATED S. �' STEP FTC. / ALUMINUM q'CO �� 22'�1 ,�' RAPPING, ELE TRICAL 8 CAULKI DETf-GTOR(5) H:' ,DWIRED SULATION WITH BATTERY: \GKUP s \y4w 0�0 •, •• ,,• NAL-CONSTR CTIONB ELECTRIC 00 •:.: .:% ,,,:_.j. !.;,, _v:..'..�!.. . .';.'.":.::• 4. .: r ; z (4)56"x60' PH UST BE COMPILE FOR C,O, L.B. WALL LOAD BEARING "`ALL -Tt /�• NV FIXED WINDOWS ABOVE AL ONSTRUCTION HALL MEET THE s� f� •o Fj \1` ' / • " • '•+, •12" P.O. TRENCH TiS. O a I R IREMENTS OF HE CODES OF NE T.S.M. TO SE MAINTAF'7:0 — ,�(� FND. WALL TO 96" BELOW GRADE 7v Q y- I Y STATE, NOT R SPONSIBLE FOR 0 POST TO 5ELW1^' goy' s \ G \` ':%' I Ul p I DE N OR CONSTRUCTION ERRORS. ,.�, - \ I X z I PROPOSED o POST FROM AE T \ o, o Fa I UJ r UNHEATED EX5TG. P.T. PRESSURE TRE/ �D N I n I iv PRE-TAB RETAIL HDG DOUBLE HOT D ED gA q' NN LINE Or PROPOSED ` I r ALUMINUM STORE GALVANIZED N \ ��/1 / in m 2'_O' VERTIICA�61MILP05LYB In o ——————————————————————— R T TO TER RUNOFF V.LF, DIF-�TD RC, IF O ✓K R-10 RI61D INSUL 5 5UNROOM CONTAC n N • $og _ SUAN AFTER 236 PROlOE59IONAL PLAN VAPOR BARRIER °o? r VENTING OF I HE TOW CO E. ' 6X6 104I,004I.4 WWM I SKYLIGHT IY —————————— -------- I �LL F III r; Ia'-o" o I I �� 1 x 1119060 SITE PLAN S.G.T.M. # 1000-141-04-31 ."1 FIXED Y41NDO PH w va/ FIXED wlNDorls ABOVE \. SCALE = 20'-0" STEP FTC. U Y 2'1 �• m I L _ FROM A SURVE (S05 REBAR INTO EXSTG. FND 51TE INFORMATION: SECTION: 141 BLOCK: 04 LOT: 51.7 2a-a LOT AREA: 5,516.3 S.F. FOUNDATION FLAN LOT AREA OGGUPIED: IJg7.4 s.F. 1/10/11 1 FOR FILING % OCCUPIED: 4% /� ISSUE NO. DESCRIPTION SCALE I/4" = I '-O" FIRST FLOOR FLAN LJ"lN DATE. ISSU SCALE 1/4" = I'-a" CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS DIMENSIONS AND BE p,,W RESPONSIBLE FOR FIELD FIT ,, ` • '�" A A /'"i AND OUALITY OF WORK. NO ALLOWANCES SHALL MADE IN BEHALF OF THE CONTRACTOR FOR ANY ��,• p° ERROR OR NEGLECT ON HIS PART. VENTING r LUMBER TO TO CHECK ALL SKYLIGHT 12 THE GROWN FACES UP LUMBER TO ENSURE THAT BEFORE INSTALLATION. '��I JL DRAFTINGr, INC. ' ', ,/ — - — — 1 N �9RAFf5MNN A77 Types Of Plans Drafted %; ;; ° o MATCH 0 � Providing TheFifustYra Affordable 4 Q EXSTG. SIDING — 9Y ;; — — o Drafting Services'" 0 www.jldrafting.com 707 Suite Route 1 • Farmingdale N.Y. 11735 Phone (631) 843-194949 Fax (631) 843-8190 . :. JOH P — CONNECTION TO EUILDING CONNECTION TO BUILDING N TEUFEL, .L-.r PER MANUFACTURER'S PER MArwFAGTURBR'S LEED AP SFWFRONTLE�/)4TION 5 SPECS LEFT ELEVATION D�IGNPYSSURERAr1NGOFwINDOWSro NY3 LICENSE NUMBER 06143E-I REAR ELE Y l�TION eEDP�° MIN. 70T ROUTE I10 Suite A5 GLAZING THAT 1s LEaS THAN 15° A.FF. NA15T FARMINGDALE, NY 11735 SCALE 1/4" = I'-0" SCALE 1/4" = I'-0" TAD GL TEL: (651)755-7920 50ALE 1/4" = I'-O FAX: (651)843-81g0 5TA17E OF NEW PORK PLAN REQUIREMENTS: PROJECT TITLE' CONCRETES FOUNDATION NOTES: COPE I. All footings shall bear on virgin soil having a minimum bearing capaclty of 4.000 Ibs per square foot. All exterior footings shall be a minimum r4Nk /5 of W-O" below grade unless noted otherwise In plans. Pelee may be required depending upon local conditions. At the discretion of the engineer UNBIND I. THE STANDARD USED FOR THE DE516N OF THE BUILDING 15 THE THE BUILDING CODE MATTI TUCK FLORI aT 4 a separate foundation plan by a licensed soils engineer may be required. A soil boring stating bearing capaclty Is required to confirm these SPEED (m h) OF NY5 (2010). and water table aondltlons. GARDEN SHOP 11, All existing fill, roots, and other unsuitable bearing material shall be removed and footings carried to the bottom of such excavation. 104 mph FASTEST 2. THE AREA OF THE PROPOSED UNHEATED SUNROOM 15 500 50. FT. Contractor to verify assumed soil bearing capacity and assume Pull responsibility for some. A soil boring stating bearing capacity Is required to MILE (120 mph 5. TH15 PROJECT IS EXEMPT FROM THE N.Y.5. ENERGY GODS. C15 LOVE LANE confirm these and water table conditions. Contractor to notify the designer of any soil variation or'condltlon adversely affecting assumed 3 sec. GUST) bearing capacity prior to the pouring of any footings. 4. THERE ARE NO COMBINATION CARBON MONOXIDE/ SMOKE DETECTOR OR SMOKE MATTI TUCK N.Y. 11�"52 III. Minimum compressive strength of concrete at 25 days to be as follows: DETECTORS USED ON THIS PROJECT. A. Footings, piers,foundation Halle. pc = 9,500 ps.l. stone concrete. B. Slob on grade: pc = 8,500 ps.l. concrete. G. Superstructure, slab. pc - 5S00 ps.l. stone concrete. PROP05ED D. All Concrete to have air entrainment of 5% to T%. LOCATION M51CSN LIVE IV. Anchor bolts shall be set approx. one foot from corners. Set anchor Bolts on either side of all openings and minimum of two bolts In any UNHEATED LOAD, P5F DRAWING TITLE. one ell I. V. Perform required alteration to existing concrete. New work Installed adjacent to and connecting with present work shall match existing. Joints PRE—TAB a, TABLE 1607.1 between new and existing work shall be trowelled smooth and even. Provide expansion joints. ALUMINUM SUNROOM 100 VI. Provide continuous non-metalllc termite shield wlth oil joints sealed along perimeter walls and shielded termite collars at plumbing pipes In 5UNROOM ROOF + 20 PROPOSED crawl spaces unless otherwise noted. VII. Footings at different levels shall be stepped so that the clear distance between adjacent bottom edges shall not exceed a slope of one UNHEATED PREFAB vertical to two horizontal. GENERAL NOTES: SUNROOM Vill. Back fill shall not be placed against foundation walls until the concrete Is of sufficient strength and until the walls are properly braced top I. Engineer Is not responsible for job supervision. and bottom by the horizontal floor or by adequate temporary bracing. 11. Contractor to verfy adequacy of existing foundations% bearing walls and hoodors to bear new construction. IX. Concrete Foundations shall be poured continuously. If pour Is Interrupted a Vertical key shall be provided. Horizontal joints are not III. Contractor to confirm that all asbestos Insulation has been removed from the premises 4 a licensed asbestos permitted. UPLIFT CONNECTION AS PER removal company before the start of constructlon. X. Contractor shall verify dimensions and locations of slots,pipe sleeves, Inserts, anchor bolts, electrical conduits, etc. as required for trades SUNROOM MANUFACTURERS 4° P.G- 5LE6 O g prepared by g 6 MIL POLY IV. These drawls s have been ra grad or under the direction of the Undersigned and to the beet of the before placing concrete. SPECIFICATIONS VAPOR BARRIER m undersigned's knowledge, belleP,and professional judgment are In compliance wlth the Building Code of New York A. Concrete, work Included, 6X6 AlAXWIA WWM State effective 12/20/10. A. All footings, foundations, steps,platforms, etc. as par drawings. V. It Is a violation of the New York State Education Low for any person,unless acting under the direction ofa DRAM BY: DRAWING PIO. B. All concrete slabs. R-10 RIGID INS. registered Archltect or a licensed Professional Engineer to alter any Item on this drawing. All alterations must be F.H. C. All other works as required by drawings. 04 RE-BAR(WNTU 240 HOP. 4 VERT made In compliance with the New York State Education Law,and Construction Code. The undersigned professional D. Set anchor Bolts. f},ff�-�—.—. /sty whose seal appears hereon assumes no responsibility for any such alteration or re-weed without his written consent. CHECKED BY. XII. All forms to be left in place for a minimum of 9 dogs after completion of pouring. SI.-GT I ON I/ ` I VI. The IIablllty of JL Drafting, Inc. 4 John Teufel Interrante for errors, omissions and/or negligence resulting in XIII. Damp Proofing, Work Included: 12' P.G. TRENCH FTC, personal Injuries, property damage, or any consequential damages Is limited to the amount of the fee paid for these J.T. I — A. All surfaces to be damp proofed shall be dry,clean and smooth, free of duet,dirt,voids and cracks and chord projections. 4 FND, WALL drawings. The retention or use of all or any part of these drawings will constitute acceptance of this limitation of B. Allow 24 hours prior to backfllling. liability. JL Drafting, Inc. $ John Teufel Interrante have no IIablllty to persons other than the client for whom these 5-,ALE: C, Apply mastic emulsion only when temperature is 40 degrees and rising and In dry weather. a drawings were prepared. Anyone other than JL Drafting's clients who relies on these drawings does so at their own AS SHOWN D. Apply Celotex Trowel Mastic or approved equal on all foundation Halle below grade at basement and crawl spaces. SCALE 1/4 = -0" E. Mastic shall be applied at the rate of 116" thick Net. reek. Copyright and /or JL Drafting of, INC. cart1ficato of use or XIV. Contractor to underpin any existing foundation Halle abutting new foundation Nails, footings or excavations with a minimum 16" Aldo single h1e town,village, city or county government. -IoM Teufel, RE a and uJLnDrafting, Inc. assume absolutely no responsibility f DATE. PROD. NO. pour footing to a minimum of 96" below adjoining grade unless noted otherwise In plane, for the Issuing and or granting of any certlPlcates of use and /or occupancy. I/I O/I 10-5 q