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24815-z
FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-25836 Date: 07/23/98 THIS CERTIFIES that the building AGRICULTURAL BUILDING Location of Property: 38535 MAIN RD PECONIC (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 85 Block 2 Lot 17.1 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated MARCH 16, 1998 pursuant to which Building Permit No. 24815-Z dated APRIL 7, 1998 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 AGRICULTURAL BUILDING FOR A WINERY AS APPLIED FOR. The certificate is issued to EDWIN FISHEL & PATRICIA TUCCIO (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. N/A PLUMBERS CERTIFICATION DATED N/A B ild ng ins ector Rev. 1/81 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 24815 Z Date APRIL 7, 1998 Permission is hereby granted to: E TUCCIO A/C P CARROLL P 0 BOX 28 PECONIC,NY 11958 for CONSTRUCT AN AGRICULTURAL BUILDING FOR A WINERY AS APPLIED FOR. at premises located at 38535 MAIN RD PECONIC County Tax Map No. 473889 Section 085 Block 0002 Lot No. 017 .001 pursuant to application dated MARCH 16 1998 and approved by the Building Inspector. Fee $ 50 .00 Building Inspec r ORIGINAL Rev. 2/19/98 M l5 Form No. 6 TOWNOFOF SOUTHOLD OO G1°7l ag u BUILDING DEPARTMENT , 'A TOWN HALL 114 765-1802BuDG.DEPT. SLS T MIN UIHOLD APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter OR ink and submitted to the building inspector with the following: 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 12 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. • For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses: . L. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and a 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. Fees 1. ' Certificate of Occupancy - New dwelling $25.00, Additions to dwelling $25.00, Alterations to dwelling $25.00, Swimming pool $25.00, Accessory building $25.00, Additions to accessory building $25.00. Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Buildine - $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 3 lGL . !.?.I.A . ? ` q'? ew Construction. .:. :: Old Or Pre-existing Building. .. . . . . . . .. .. . . .. acation of Property. �gs3� •..• �Z0✓1/1G ' " " ... .... . . . . . House No. Street Hamlet nwer or Owners of Property..95 3� . . . . . . • • . . ' . . . . . . . . - 4�4'38E`i I ounty Tax Map No 1000, Section. . . �� . . . . ..Block. . ®�� . . . .. .Lot. . . UI .� '. �• • • • • • • ubdivision. . . . . . . . . . . . .. . . . . . . . . .. . . . . . .. . . . . .Filed Map. . . . . . . . . . . .Lot. . . . . . . . . . . . . . . . . . . . . . 9ci ermit No. �.. . . . .. .�. . . . . .Date Of Permit.9l kil ! �4 . Applicant. E Yu« D ®• ealth Dept. Approval. . . . . . . . . . . . . . . . . . . . . . . . . .Underwriters Approval. . . . . . . . . . . . . . . . . . . . . . . . . fanning Board Approval. . . . . . .. . . . . . . . . . . . . . . . . 1*uest for: Temporary Certificate. . . . . . . . . . . Final Certicate.. . . . . . . . . . \ . Submitted: $. . \ . . . . . . . . . . . . . . . . . . . . . . \6�\2,( 5£174 APPLICANT o��$pFFO(kco 0 Town Hall,53095 Main Road W Fax(516)765-1523 P.O.Box 1179 ��, Telephone(516)765-1802 Southold,New York 11971 BUILDING DEPARTMENT TOWN OF SOUTHOLD July 16 , 1998 Ed Tuccio P.O. Box 28 Peconic, New York 11958 RE: 1000-85-2-17 . 1 To Whom This May Concern: We are unable to complete your Certificate of Occupancy because of the following reasons : XX An application for Certificate of Occupancy is not on file. (Enclosed) No Underwriters Certificate on file. XX The check is (not on file. ) $50.00 No Health Department Approval on file. No final inspection has been made. No Plumber Solder Certificate on file. (All permits involving plumbing being issued after April 1, 1984) . BUILDING PERMIT # 24815-Z Please contact our office on this matter. Thank you for cooperation. SOUTHOLD TOWN BUILDING DEPT. a vl FOUNDATION FOUNDATION ( 2nd ) — 2 . z O ROUGH FRAME & PLUMBING W Vi a 3 . n I14SULATION PER N . Y . Z- STATE ENERGY CODE 4 . FINAL n I o .E.b z ADDITIONAL COMMENTS : x M m H.� 9 � zrp r a 0 ri b -j M-1802 BUILDING DEPT. I NSPECTION IST [ ] ROUGH PLBG. TION 2ND [ J INSULATION [ ] FRAMING [ ] FINAL ( ] FIREPLACE A CHIMNEY __ 2___ REMlAtm DATE 1 rINSPECTO 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ]�ILATION [ ] FRAMING [ FINAL [ ] FIREPLACES CHIMNEY REMARKS: 7 DATE � � INSPECTOR �� 04/03/1998 12:43 5167225725 EQUALL BARNS STABLES PAGE 02 P, x Bo669 Main RoadAndover, Cy r Jamesport, NY 11947 1 T j T Greene, NY all Virginia Beach, VA (516) 722-5634 v Richmond, VA. Fax (516) 722-8725 Boca Raton, FL 1-800-3444446 Barns Stable Systems 'Westminster, MD a Accessories Marlboro, NY APPENDIX WOOD RAFTERS SNSAYNINO (WOOCI ROOF WOOD JOIST WOOn gNFATNINO BUILT UP gOOP r3� til1 ?11 WOOD WOOD WALL EEAMS EL CONCNETE OR ({HEATH040 (W000) b COLUMNS W000 fL00R WOOD STUDS W000 OR MASONRY WALL FRAME CONSTRUCTION CONCRETE FLOOR CLASS I JOISTEO MASONRY CONSTRUCTION CLASS x METAL BUILDING STEEL SEAM STEEL BAR STEEL DECK ROOF / A COLUMN JOIST RIGID STEEL FRAME MEATHRNO F �I METAL WALL MASONRY WALL CONCRETE FLOOR CON6AETc KLOOR NON-COMBUSTIBLE CONSTRUCTIONMASONRY CUSS 9 NON-COMBUSTIBLE CONSTRUCTION CLASS A 1 HOUR (MIlL) L HOUR (MIND 2 HOUR ( CONCAETq 1 OF ~ MIN.i' WALL T HOUR (MINS MASONRY WAL CONCRETE ROOF A9 CONCR Opp CONCRETE OR PAOTE STEEL CONCRETE FLOOR CONCR TED STEEL, CONCRETE FLOOR AFAMS i LUMNS 7 HOUR IMINJ BCAMi A COLUMNS s NOVA (MIN.1 Y NOUR IN IHR (MIN,) MODIFIlb FIRE RESISTIVE CONSTRUCTION FIRE RESISTIVE CONSTRUCTION CLASS 5 CLASS 6 GLOSSARY ti ❑0000 APR L E N Z NORTH PORK•LONG ISLAND THE LENZ WINERY RTE 25 • MAIN ROAD PECONIC, NY 11958 PHONE 516 • 734 • 6010 FAX a 516 734 • 6069 LENZWINE@AOL.COM The agricultural storage building that we propose to build will contain all materials and equipment pertaining to growing grapes and operating a vineyard including: • Tractors (diesel) • Mechanical harvester • Gondolas • Trailers • Sprayers • Seeders • Spreaders • Grape picking boxes (plastic) • Tools&replacement parts • Trellis wire, clips &ties • Irrigation supplies • Hedger • Weed badger • Prepruner • Post pounder • Plows • Wire distributors • Vineyard netting • Roto tiller • Discs • Wire lifter • Misc. hand tools We have no intention of storing any gasoline or flammable solvents in this building. Ulf „I t, Db GAPR - 3 00000 � .._,. L E N Z NORM PORK•LONG ISIAND THE LENZ WINERY RTE 25 • MAIN ROAD PECONIC, NY 11958 PHONE 516 734 ' 6010 FAX u 516 734 • 6o69 LENZWINEQAOL COM The agricultural storage building that we propose to build will contain all materials and equipment pertaining to growing grapes and operating a vineyard including: • Tractors (diesel) • Mechanical harvester • Gondolas • Trailers • Sprayers • Seeders • Spreaders • Grape picking boxes (plastic) • Tools &replacement parts • Trellis wire, clips &ties • Irrigation supplies • Hedger • Weed badger • Prepruner • Post pounder • Plows • Wire distributors • Vineyard netting •. Roto tiller • Discs • Wire lifter • Misc. hand tools We have no intention of storing any gasoline or flammable solvents in this building. fill sA��,� - 1300011 L E N Z NORM FORK• IONG M,. NU THE LENZ WINERY RTE 25 • MAIN ROAD PECONIC, NY 11958 PHONE 516 - 734 - 6010 FAX a 516 - 734 • 6069 LENZWINEc@AOL COM The agricultural storage building that we propose to build will contain all materials and equipment pertaining to growing grapes and operating a vineyard including: • Tractors (diesel) • Mechanical harvester • Gondolas • Trailers • Sprayers • Seeders • Spreaders • Grape picking boxes (plastic) • Tools&replacement parts • Trellis wire, clips& ties • Irrigation supplies • Hedger • Weed badger • Prepruner • Post pounder • Plows • Wire distributors • Vineyard netting • Roto tiller • Discs • Wire lifter • Misc. hand tools We have no intention of storing any gasoline or flammable solvents in this building. 1 THE NEW YORK BOARD OF FIRE UNDERWRITERS PAGE 1 1185077 BUREAU OF ELECTRICITY 40 FULTON STREET, NEW YORK, NY 10038 Date SEPTEMBER 25,1998 Application No. on file 16830398/98 N 466405 THIS CERTIFIES THAT only the electrical equipment as described below and introduced by the applicant named on the above application number is in the premises of LENZ WINERY, MAIN ROAD, PECONIC, NY in the following location, ❑ Basement ® Ist Fl. ❑ 2nd Fl. OUT Section Block Lot was examined on MARCH 15,1998 and found to be in compliance with the National Electrical Code. FIXTURE RECEPTACLES SWITCHES FIXTURES RANGES COOKING DECKS OVENS DISH WASHERS EXHAUST FANS OUTLETS INCANDESCENT FLUORESCENT OTHER AMT. I K.W. I AMT, I K.W. I AMT. I K.W. IIIAMT. K.W. AMT. H.P. 10 4 10 2 8 1 F DRYERS FURNACE MOTORS FUTURE APPLIANCE FEEDERS ISPECIAL REC'PT.I TIME CLOCKS BELL I UNIT HEATERS MULTI-OUTLET DIMMERS SYSTEMS AMT. K.W. OIL H.P. GAS I H.P. AMT. NO. A.W.G. AMT. AMP, AMT. AMPS. TRANS. AMT N.P NO.OF FEET AMT. WATTS SERVICE DISCONNECT NO.OF S E R V I C E METER NO OF CG COND. A.W G. A.W.G. A W.G. AMT. AMP. TYPE EgUlp, 1 0 2W 1 e 3W 3 D JW 3 P DW PER 0 OF CC.COND NO.OF HIAEG OF HI-LEG NO OF NEUTRALS OF NENRAL 1 200 CB 1 X 1 3/0 1 3/0 OTHER APPARATUS: WINE STORAGE BLDG.-1 PADDLE FANS-2 5 TON A/C-3 30 A 240 DISCONNECTS-3 MOTORS:34 H.P. ,3-5 H.P. G.F.C.I:-3 ROSLAX ELECTRIC LIC.43677E GENERAL MANAGER P.O.BOX 164 CUTCHOGUE, NY, 11935-2453 Per This certificate must not be altered In any manner; return to the office of the Board H Incorrect. Inspectors may be Id$@filled by their credentials. COPY FOR BUILDING DEPARTMENT. THIS COPY OF CERTIFICATE MUST NOT BE ALTERED IN ANY MANNER. JIJL-07-98 07 :59 f,M THERM ALL INC 215 659 5409 P. 01 Pot ypr'opylene Salim kra VINYL REPLACEMENT TYPICAL PHYSICAL PROPERTIES TEST METHOD U.S,CONVERSION vnlue5 get 7fliCCCNVEwstaN vatUEs Same WerjN 171be In FF S%1 83 K91000 M m W VA) Perr„ean:F(Mr.axr,ro V,9•a Trer,a',Wton) ASTM E tie Demicant Method 0.085 PImts Maamw„ Do5Parme Maximum MJlen eur"gamma ASTM D-(T4 40p&f MAI 2 e orysc an.Mlnmum PwcMe RSs1slw+ce-9a,ldt ASTM 0.781 75 Un4x&A.,,Un 85 units Maumum Tool"SvW91I ASTM U-820 MD:40 las And+W411 M 7 ag'15aimm'.n Wee, Vithith MD 251be,Anch i W,n ught PeJAaarce ASTM C•523 At Pertain 92 Fhx a,: FIBERGLASS SCRIM REINFORCEMENT POLVp�}PYt„CE;.,,( 11 Ib. KRAFT lT % FACING COMPOSITION DESCRIMION U.S.CONVERSION VALUES MEIRICCONVERSION VALUES Fkm Non-McWirw White Polypropyfone .0716' 3R Moms Kraft ..... •.�-- Nature!a vtowhod 11 tbs.=to it. Ili 3 Wei;at, AxfiMAp F>&rt1a RaSlatara Spin POFOV rw" irF0lYectlanW Fiber plass N1acHne Dl.(MD)4Mch MD:1610300 ENVMNMENTALTESTWG ABBULTS U,$QQNYER3IVN VALUES =1,119 OoNVCAarorl VALVFa Weaarerf4sdaArxe hbmroebnadelamkwtan 3o0ayW%RWt20DweesF a)DAVS%Q,RW4!)Uegreet; law TaYoeTAas RasrMeros Han191n6 paY10WaW,t0eW11WWW11 AyrMU1latx-w Gbpuw.r narnro t7oor.o�y,.,..,e Ra1T#ttpaa0.re lTgglaflncg P*n W(d EeNUla't4adaiiunrwtlW 220 rrxy,wap rxn ova�•,,,.0 wow Plefee /m QrfYflaacn) __....,.....__. ...... IJowloabnadafsmNAlon 24HWre at 73Deyraa:;F 21 Hot+R at..7 10ay1spbC DralnelW$vtwny ASTM 61204 Percent 1.0,Charge 0.25 Pa,ronl 025 Perount UNDERWRITERS LABORATOR155 CLASSIFICATION, NOTE: Individual component spec fioalions,tesung mathods Composite building Insulation#Using this facing have Surface end test results may vary by manufacturer.Therm-All,Inc.will Burning Characteristics(a#tested by UL teal standard 723, not be reaponaiyte lot vanalions in the NInlshed product!rem ASTM E•04)of 26 Items gorged and SO smoke developed or that implied by lhi5 specification. Malennis are furnished wi!h legs. the express underslanding that the purchaser Phil irdepon. dandy,determine the suitobnq of the product for the purpnaa U.L.Fila No.111110111111 for which they at pi,rohased. Therm-All, Inc. warrants !ho p(oducla to be flea from deteCt in material and workmanship only to file extent provided 3y the rranuhwturar 31387 industrial Parkway NOnh Oimefad,OH 44070!600)b96 9484 2422 Gahm.,Lane Lancaster.PA !7602 (800)938.0601 naululien a0lutbna foe Meuet sultdtngs 145 Commercial Drive Calumbus,Wl 53825 {9WW; Wbfl P.O.Box 669 Andover, CT Main Roadreene, NY `"�S � �� Jarqesport, NY 11947 r T T T inia Beach, VA (516) 722-5634a.} hmond,VA Fax (516) 722-5725 JUL a 1~�~ �� ca Raton, FL 1-800-344-4446 Barns Stable S ste. s 4 �� �We truinster,MD y L1 G,D PT, arlboro NY Ti�V� .'6,JOIST'r9O1.17 an Accessories ,.�,..�......n �.e.......�-- . MEMO To: Mike,Verity July 13, 1998 Southold Building Dept. Southold, NY From: Bruce Johnson Equall Barns &Stables Inc. Inre: Requested Specifications for Insulation at Lenz Winery Enclosed please find a more complete breakdown of the specifications you requested for the reinforced vinyl backed roof and wall insulation used at Lenz Winery.I hope this will answer all your current and future questions for these products. Juceohnson/aq BARNMASTER, INC. Authorized Dealer SjCIHjUjEjL,E R o Material Safety Data Sheet Fiber Glass Building Insulation SECTION 1: PRODUCT IDENTIFICATION MSDS No. 1010-5.0 Product Name: Fiber Glass Insulation „ C.4$#: M1Alxture/None Assigned Generic,Nemei` Fiber Glass Wool;Pioduct " Formula: Mixture Chemical Name: Mixture HazardLabel: F13G-ao3 `Telephone (303i97a-4900 Manufacturer Schuller, International, Inc EmeC9ericy 1,-800-424-9300 Addrass,' P,o. Boz 510e Denver, CO 80217- 1 Trade Names: All Purpose Insulation; Basement Rolls Basement Wsli'lnsu(ktlon Best�I ' 0r ,Blendled:Blowing,Wool; CFI; Chloklnsul; ComfortTherm 'Fiber Glass; BuIIdIn ,In$44atlon;'F(exI' 'o 1nsulatlon;'GoldLinei- 11 'Grid-SHIELD7m,,,Hlgh performanoo�Batts, Hlgh Rerisiry�Blowln9 WooI;'Irisul=SHIELDO 61apk; Insul-SHIELOO;',ITP Concrete Wall lnsulatlonTM',,r[P Eoonoilher^^ �TPormoliner(9;,Laminated Metal'8ullding Insulation; Masonry-Wall Batts ,Mlcrollte0;,1411crolite0 Q; Jlicro-Pak^^;.Mobinsul0; Multi-Purpose Insulation; OEM Rolls; Pan-Insuf; Panel Daok;�FEBS Blanket® ro-PakTl k, Mobins IO; Residential Rolls; Rich-RO Blowing Wool Rlch-RO Gold; Rl'cti-RO`,Plus'Blowing Wool; Sill Sealer, SingleTab NSO; Sound Attenuation Batts;,Sound:Control Batts;`•Sound-5HIFLDTM,';.,Spi,(t Giese; Suspend-RO Board; Theatre-SHIELD'"I;.Thermal SHI�LDt^+ UMRI^� Unfaoed Sound.Control Batts SECTION Q7= INGREDIENTS 'Ingredient Name '''I4'`"# I''`%"" 'I" "Exoosureimlt(al Fiber glass wools 65.997-17-3 "85-98 1"fiber/ce workplace exposure guideline .. "S (Schuller) '5 fraction (OSHA! 10 mg/m' total dust (ACGIH) Urea extended phenol-formaldehyde resin (pured) "`28104-55-6 2715Not established Foil/kraft kraNFSK, polyethylene, PSK, and .' None assigned < 1 6 7;Not established various Metal Building facings SECTION 3 411 lAZARD1IDENTI-7'777FICATION " _,. ;4 ',E ER rzNCY'QVERVIEW> APPEARANCE AND 01) R Gold;� jYYellow fibrouszgiass bgard,:batt, blanket, or - loose-fill tnsutation with or without kraft FSK or',other facings;;no significant odor:; „-F= .. Uhder'normal'conditions.ds of use, thi ' s product Jg yhazarnot,expected to create any it unusual,emergenc Inhalation,of,excesslVe am'ognta;Qf'dugt from ithQ'product-may_cause temporaryy aver, respiratory Irntation and/prs gongestlon remove affepted.'indivlduais to;fresh water�n nation may be',ueated by ;gently;,washlPg`rtafifected ,area with,soap and;warm Eye.:,irritation may cobe ;irritation perslsts trQat�ti by�f)ushmg,eyes;Wltli 1>trge',atnounts `of-water, if { ntact„s physcian' In"th°e.'event Of,`flra, use;no�mal :firre fighting procedures to prevent inhalation of m soke•and,gases «- . .._ .. s t, Potej�tia��Ha SUr[trrt88ffyY'� Zha+ IWI”' Product may cause a�sc c � Y'hroat soohges 8r}d,�sllgM-poughing,KOetting ' at,,9ry}Iher}non the,akirvtsorrin the¢�yes,ma1118 y�thtarrs''oeoltching, i'agh,�or�54�ga6reaShing large.'amounfs of.._ muarirlal tsafery damta shaeCr Z l Prd to 4 ounx# health effects xas dl zoussed if)a Seotlon 11 of this Page`t of 7 {slue Data: 05i1519R Fiber Glass MSpSin-go In 1010 5 0 Acute (Short-Term) Health Effects: N Dust from this product is a mechanical irritant, which means that it may cause irritation or scratchiness of the throat, and/or itching Inithe eyes and skin. Chronic (Long-Term) Health; Effects: Studies have been conducted to determine the long-term health effects of fiber glass. The results of a worker health study that looked at the respiratory health of fiber glass manufacturing workers, which Included building Insulation fiber glass workers, were published in 1993, and the results Indicated no lung disease ("no adverse clinical, functional or radiographic signs of effects"). Studies of fiber glass manufacturing workers, which also Included building Insulation fiber glass workers, have shown a small excess of lung cancer when compared to local control groups. However,,there Is no evidence that this excess Is related to bresthingl�fiber glass. Five previous chronic Inhalation studies exposing animals to a special purpose fiber glass have not shown any,evidence of disease. Early data from a current ongoing chronic animal inhalation stud', has shown mesothelioma and fibrosis with exposure to special purpose fiber glass. The fiber glass Insulation products listed-on-this material safety data sheet do not contain special purpose fiber glass. In other fiber glassstudles, animals exposed by artificial means (such as fiber glass Injected in the lungs or�chest cavity) did develop tumors, More detailed Information concerning the health effects of fiber glass Ia described In Section 11 of;this materialsafetydata sheet Target Orgqans: Throat lungs, skin, eyes. , Primary Routes of Entry ( xposure)t- Inhalation (breathing dust or f,bersl, skin,:and, eye,contact. , Medical Conditions WhichfMu, Be'�Aggrayated:,,, - Pro-existing chronic respirato''y s In, or eye dlssases or conditions. - VInDtOma Of 'OVerexDOSure Inhalation: Irritation of the upper respiratory tract (scratchy throat), coughing; and congestion may occur in extreme exposures. Skin: Temporary irritation (itching) '!or redness,may occur, Absorption: Not applicable, l , Ingestion This product Is not Intended oto be Ing@sued or eaten uoder-normal condit(ona of.use. df Ingested It may cause temporary Irritation toi the gastrointestinal (GI) iraci, especially the stomach.' Eye: Temporary Irritation (Itching) or redness may oddur'. SECTION A: IFIRSTeeAID MEASURES Inhalation: Remove to fresh air, 'Drink water to clear tty,94 and blow;nose to remove fibers and dusts. Skin: ` Wash gently with soap and warm water to remove dust and fibers, .Wash hands'before eating or using the resaoom: � - Absorption• NCS applicable I. .., . 9 In a P�oduot is not Intended to be Ingested or eaten If this product la Inge§ted )rritailon of the astro intestinal (GII tract m y 000urr.,and,shgtjld'b ,fre ed aYgtpto�srtleally„ Rinse mouth,with water,to rertto a'fibers, and drink;pl my!°} wad? 6 e1�fr dy�o t a�I Itatjolt,'No ctF.onlozrlffeote:are expected . ;i :(}oilot�iing' Irigeation.' - w Eye: - fto; arateiwd. .Flush eY,ea with large Do not rub,or scratch Your ayaa [dust partlolgsay aaua4 ty� pe"a , '=amourts`'of-wstar for 5-is!mittutea."If Irrltatlon::Perslsta,, ogntaot-s,pltyslolsn, Notes to Physician: ) p = t ` e g Io, a This prodgat Is a mechsnio l IrrIta "PTA a Q y!Yn op ah Alth stfeots from soots expostusa Treaimerr��ee should 6a directed toward rsrtvg +ttstAt�[os Q},IItstlon w)th' „ :out*, treatment as hsoeassarry` SECTI Ni5FIREt'FIGHTIN =M - Flammable Properties; , r+ r explosive �itnits u ILL Not sppllp�ble 1 Flesh Pal 4�z r a �tt„ et110 ;fr �r�R'�I I a r� r v, f"�a DUEL.t Not�ap�tllabls r.. ",r Flamrnab►aM imif No 4�peit ed Flammab a Glasslflcatio /�o t et e o�p4>t( Io�+ Tefnperature. Not•Mterrr?Irad Flame r4patlatlolh, Not"dqtgrmin+d I P 9 Yq 4t . s'.q9 F FS diad Pwli f . , v .+, . .. P;ag0, t 2 7): Issue Date p :05115198 i I Fiber Glass Building Insulation „ MSDS No. 1010-5A Unusual Fire/Explosion Hazards: V There is no potential for fire or explosion. No special procedures are expected to be necessary for this product. Normal fire fighting procedures should be followed to avoid inhalation of smoke and gases. Extinguishing Media: Carbon dioxide (CO.), water, water fog, dry chemical. SECTION 6: ACCIDENTAL SPILL/RELEASE MEASURES Containment Procedures: Pick up large pieces. Vacuum dusts. If sweeping Is necessary, use a dust suppressant such as water. Do not dry sweep dust accumulation or use compressed air for clean-up. These procedures will help to minimize potential exposures. Disposal: Wastes are not hazardous as defined by the Resource Conservation and Recovery Act (RCRA; 40 CFR 2611. Comply with state and local regulations for disposal of fiber glass wool products. If you are unsure of the regulations, contact your local Public Health Department, or the local office of the Environmental Protection Agency (EPA). SECTION 7: HANDLING AND STORAGE StoraUge Handling: se protective equipment as described In Section 8 of this material safety data sheet when handling uncontained material. Warehouse storage should be In accordance with package directions, if any. Material should be kept dry, and protected from the elements. SECTION 8: EXPOSURE CONTROL/PERSONAL PROTECTION Summary: Protective equipment should be provided as necessary to prevent irritation of the throat, eyes, and skin, and to keep exposures below the applicable exposure limits identified in Section 2. Eye: Safety glasses with sideshields are recommended to keep dust and fibers out of the eyes. Skin: Leather or cotton gloves should be wom to prevent skin contact and Irritation. Barrier creams may also be used to reduce skin contact and Irritation caused by fiber glass. Respiratory: A respirator should be used If ventllation is unavailable, or is Inadequate for keeping dust and fiber levels below the applicable exposure limits. In those cases, use a NIOSH-certified disposable or reusable particulate respirator with an efficiency rating of N95 or higher (under 42 CFR 84) when working with this product. For exposures up to five times the established exposure limits use a quarter-mask respirator, rated N95 or higher, and for exposures up to ten times the established exposure limits use a half-mask respirator (mg., MSA's OM-11, Racal's Delta N95, 3M's 8210), rated N95 or higher. Operations such as sawing, blowing, tear out, and spraying may generate airborne fiber concentrations requiring a higher level of respiratory protection. For exposures up to 50 times the established exposure limits use a full-face respirator, rated N99 or higher. Ventilation: Local exhaust ventilation should be provided at areas of cutting to remove airborne dust and flbers. General dilution ventilation should be provided as necessary to keep airborne dust and fibers below the applicable exposure limits and guidelines. The need for ventilation systems should be evaluated by a professional Industrial hygienist, while the design of specific ventilation systems should be conducted by a professional engineer. Other: Loose-fitting, long-sleeved clothing should be worm to protect*skin from irritation. Exposed skin areas should be washed with soap and warm water after handling or working with fiber glass. Clothing should be washed separately from other clothes, and the washer should be rinsed thoroughly (run empty for a complete wash cycle). This will reduce the chances of fiber glass being transferred to other clothing. Special Considerations for Repair/Maintenance of Contaminated Equipment: Use personal protective equipment as discussed above. Where possible, use a vacuum cleaner before repalrlmalntanance to remove excessive dust and loose fibers. Page 3 of 7 issue Date: 05115196 r Fiber Glass Building Insulation MSDS No. 1010-5.0 SECTION 9: PHYSICAL AND CHEMICAL PROPERTIES Boiling Point (°F/°C): i Not determined Evaporation Rate (Blatyl acetate = 1) Not applicable Melting Point: n04°c11300T pH: Not applicable Saturation in Air (°/o)I Not applicable Solids Content: Not applicable Specific Gravity (Water 1): Variable Vapor Density (Air 1): Not applicable Vapor Pressure: - Not applicable Viscosity: Not applicable VOCs (g/liter): Not applicable Volatile by Volume %): 0 Water Solubility (%):! NII A.pearance and Odor: Gold to yellow fibrous glass board, batt, blanket, or loose-fill insulation with or without kraft, FSK, or other facings; no significant!odor. SECTION 10: STABILITY AND REACTIVITY Product is sable. Hazardous polymerization will not occur. Reactivity: This product Is not reactivei Hazardous Decomposition Products:" The decomposition produol from this material are those that would be expected from any organic (carbon-containing) materials' and are mainly derived from pyrolysis, or burning, of the resin. These decomposition products may Include carbon dioxide, carbon monoxide, carbon panicles, formaldehyde, and traces of hydrogen cyanide. SECTION 11: TOXICOLOGICAL AND EPIDEMIOLOGICAL DATA This product has not been tlested as a separate entity, Therefore, the hazards must be evaluated on the basis of the Individual Ingr�dlents, and those hazards must be assumed to be additive in the absence of complete Information. The hazards described In this document,have been evaluated based on a threshold of 1.0% for all hazardous ingredients and 0.1% for all carcinogens., Acute Effects: The fibers from this product are mechanical Irritants and may cause transitory Irritation to exposed areas such as eyes, skin, end upper respiratory passages. The LD. and LC, (doselor concentration lethal to 50% of a population of test animals) for this product have not been date mined. it ii Page 4 of 7 Issue Date: 05118196 Fiber Glass Buildingg Insulation Chronic Effects: MSDS No. 1010-5.0 In 1993, the results of a morbidity study that looked at the respiratory health of fiber glass _ manufacturing workers, which included building insulation fiber glass workers, were published. When comparing the health of these workers to members of the local communities, the researchers reported, "These results indicate no adverse clinical, functional or radiographic signs of effects of exposure to MMMFs (building insulation fiber glass is an MMMF) in these workers." In addition to reporting the current results, the investigators concluded that, "the results of this investigation are consistent with previously reported cross-sectional studies that have failed to find persuasive evidence of respiratory effects of manufacture of MMMF." A 1990 update of a mortality study of U.S. fiber glass manufacturing workers, which also included building insulation fiber glass workers, reported a small but statistically significant excess in respiratory cancer among the workers. This increase in respiratory cancer, however, could not be associated with exposure to fiber glass because no relationship was found between dose response or length of employment and the increase in cancer rates. This study has been expanded, while continuing to monitor the workers' cancer rates, to identify and examine possible factors (e.g., smoking) contributing to the increase in respiratory cancer. Previous chronic animal inhalation studies have not shown any irreversible disease effects related to building Insulation fiber glass exposure. Five previous chronic inhalation studies exposing animals to a special purpose fiber glass have also not shown any evidence of disease. In a chronic animal inhalation study currently underway, animals are being exposed to high airborne levels (250 fibers per cubic centimeter Wool: as compared to our workplace exposure guideline of 1.0 floc) of two types of fiber glass: special purpose and building insulation. Interim results.from this study have shown mesothelioma and fibrosis in the animals exposed to the special purpose fiber. The animals exposed to the building Insulation fiber have not shown any evidence of disease. This finding regarding the building insulation fiber presently being tested Is consistent with previously completed animal inhalation studies of this same fiber type. In other fiber glass studies, animals which were exposed by artificial means (e.g., implantation and Injection) have shown development of tumors.' ' Data from the artificial exposure studies, along with data from extensive epidemiological studies of fiber glass manufacturing workers, were reviewed by the International Agency for Research on Cancer (IARC) in 1987 and were found to provide Inadequate evidence of carcinogenicity In humans. However, based on the data from the artificial exposure studies in animals, IARC classified glass wool as possibly carcinogenic to humans, Group 2B. Following the IARC Group 213 designation, the National Toxicology Program (NTP) classified glasswool (respirable size) as reasonably anticipated to be a carcinogen The Occupational Safety and Health Administration (OSHA) has not classified glass wool fibers. References: A detailed listing of references on fiber glass health effects can be found In Schuller's publication HSE-64C, "Heath and Safety Aspects of Fiber Glass," available free of charge from the Schuller Product Information Center. Major references used for the information contained In this material safety data sheet are as follows: - "Canadian Environmental Protection Act. Priority Substances List Assessment.Report - Mineral Fibres (Man-Made Vitreous Fibresl," 1993. " Enterline, P.E., at al., "Mortality Update of a Cohort of U.S. Man-Made Mineral Fibre Workers," Annals of Occupational Hygiene, 31:625-656, 1987. Hughes, J.M., at al., "Follow Up Study of Workers Exposed to Man-Made Mineral Fibers," British Joumal of Industrial Medicine, 50:658-667, 1993. "IARC Monographs on the Evaluation of Carcinogenic Risks to Humans: Man-Made Mineral Fibres and Radon;" World Health Organization, Lyon, Franca,,Monograph 43, 1988. Marsh, G.', at al., "Mortality Among a Cohort of U.S. Man-Made Mineral Fiber Workers: 1985 Follow-up," Journal of Occupational Medicine, f990. SECTION 12: ECOLOGICAL INFORMATION Ecotoxicity Product has not been tested for ecotoxicity. SECTION 13: DISPOSAL CONSIDERATIONS Disposal Summary This product is not regulated as a•hazardous-waste by the Us. Environmental. Protection Agency (EPA) under Resource Conservation and Recovery Act (RCRA) regulations. Comply with state and local regulations for disposal, if you are unsure of the regulations, contact your local Public Health Department, or the local office of the EPA. Page 5 of 7 issue Date: 05/15/96 Fiber Glass Build' n Insulation MSDS rlo. 1010-5.0 SECTION 14: TRANSPORT INFORMATION U.S. Department of Transportation Shipping Classification: Not classified a hazardous material. SECTION 15: REGULATORY INFORMATION I U. S Regulations Federal Regulations- This product has not beer4 classified a carcinogen by the International Agency for Research on Cancer (IARC), the Occupational Safety and Health Administration (OSHA), or the National Toxicology Program (NTP). Glasswool (respirable size) has been classified by NTP as reasonably anticipated to be a carcinogen. IARC has classified glasswool as possibly carcinogenic to humans, Group 28. OSHA has not classified glasswool fibers. The OSHA Permissible Ex 0sur0 Llmlts (PELs) Identified In Section 2 are based upon the revised PELs of 1988. OSHA has baa xrtslienged by the courts to provide more Information about Its update process. Until these Issu"a are resolved, Schuller will continue to list these PELs. This product and Its components are listed on the following chemical substance inventorfes: Toxic Substances Control Act Chemical Substance Inventory (TSCA Inventory) State Regulations: California Proposirlon 65 Substances known to the state to cause cancer. glasswool fibers (airborne panicles of respirable size). Other hEnvironmentalrncals In this pr duct regulated by SARA 313, CERCLA, or TSCA12(b). International RegWations Canada Domestic Ittssucompp component ce parts arreeslisted on the Canada Domestic Substance List. This material Is a class D2A controlled product under Canadian WHMIS Regulations (based on the IARC 28 classification for Man-Made Vitreous FibeOHowever, a 1993 Canadian Government report classified flber glass wool) as unlikely to be carcinogenic to humans. SECTION 16: OTHER INFORMATION For additional information conceTing this product, contact the Schuller Product Information Canter at P.O. Box 5108, Denver, CO 80217-5108,,, or call toll free (800)654-3103 (outside the U.S., call collect (303)978.49001. i Pae 6 9 of 7 Issue Date: 05/15/96 Fiber Glass Buildingg Insulation MSDS N0. 1010-5.0 MSDS Revision Summary: Date MSDS # Reason 01/01/92 1010-1.0 Format revision 04/15192 1010-2.0 Sects. 1 & 11: Additional Trade Names; manufacturer name change 09/30/92 1010-3.0 Sects. 1 & 11, Manufacturer name change 12131/92 1010-3.1 Sects. 10 & 11: Revision 06/15/93 1010-3.2 Sect. 4,11: Editorial changes 08/31/93 1010-3.3 Sect, 11, Introduction, editorial change 10/31193 1010-3.4 Sect. 1: Added Basement Wail Insulation to Tradename 12/34,193 1010-3.5 Sect, 11: Chronic Effects, updated 06/15194 1010-3.6 Sect. 1: Trade Names, added ComfortTherm@ 08101/94 1010-4.0 Sect. 11: Regulatory: NTP/Canadian classification of glasswooll fibers (respirable size); Sect. 1: Trade Names. 08131/94 1010-4.1 Sect. 1: Trade Name: ITP Concrete Wall Insulation; Microlite-; UMBI 05101/95 1010-4.2 Conversion to ANSI 16 section format. 05115196 1010-5.0 Header. replaced logo with current standard and reformatted layout; Section 1 Trade Names: added Theatre-SHIELDm; OEM, Basement, and Residential Rolls; CFI; Rich-R® Gold; ProPakTlt PowerPakm; Micro-Pakm; Bast-Pakw: Masonry Wall Batts; removed Blowing Wool; Commercial Building Insulation; Commercial Fiber Glass; Faceable Fiber Glass; General Purpose Duct & Pipe Insulation; Manville Gold Insulation; Sandwich Pan-Insul; SII Blowing Wool; Spin Wool; and Thermal-Acoustical Batts; Section 2: modified fiber glass wool to fiber glass wools; Sections 3 and 11 Chronic Health Effects: updated with new fiber glass toxicology data; Section 8 Respiratory Protection.. modified recommended protection based on 42 CFR Part 84 requirements. Prepared for: Schuller International, Inc. Building Insulation Division P.O. Box 5108 Denver, CO 80217-5108 Prepared by: MTC Health, Safety & Environment Department P.O. Box 625005 Littleton, CO 80162-5005 As of the date of preparation of this document, the foregoing Information is believed to be accurate and Is provided In good faith to comply with applicable federal and state ]awls). However, no warranty or representation with respect to such information Is Intended Or given --- END OF MSDS 1010-5.0 --- Page 7 of 7 Issue Date: 05/15/96 MATERIAL SAFETY DATA SHEET COM>P/_SC CORPORATION PRODUCT IDENTIFICATION M13-2001 Insulation Vapor Retarder Section I "nulaa;u:er's Name cmargengJ Teiepnone Numoer COMPAC CORPORATION - 1-800-631-9347 or 201-347- 39 00 Acdress Telepnone Numoer for Intonnaucn P.O. BOX 98 I 1-800-631-9347 cr 201-347-3900 OLD FLANDERS ROAD Date Prepared6-30-89 NETCONGr NEW JERESY 07857 Signature of Preparer(cpxnar) Section II — Hazardous Ingredients/identity Information Caner Limits Hazardous Components (spec:fic Chemical Identity: Common Name(s)) OSHA PE'_ ACGIH 7LV Rec::mmended % (codong Antimonv Tri-oxide 0 InCt/m3 n ' M 3 < 6.o Decabromodiahenvl Oxide 15 ma/m3 10 ma/m3 < 3.5 NonabromodiohenVI Oxide 15 me m3 10 me m3 < 0. 1 10 , 10 ' Oxsbisohenoxarsine 0 . 5 mc!m 0 . 2 ma!m < 0. 1 Arsenic 0 . 5 ma/m 0 . 2 ma/m 0.02 Octabromodiohenvloxide 15 me/m3 to me/M3 < 0.01 Section III — Physical/Chemical Characteristics Sawng Point f N/A I Specific Gravay(H=O . 1) I N/A Vapor Pnaure (mm Hg.) NIA Melting Point N/A vapor Oensry(AIR - 1) N/A Evaporation Rate _ (8utyf Acetate • 1) N/A S:wodity in water N/A appearance and odor Flexible sheet; Odorless Section IV —Fire and Explosion Hazard Data =asn Paint (Metnod used) N/A Flamniwle Limes N/A t1 N/A UEL N/A l.-I;inguishing Media All common media loeaat Fre Piahunq Procedures Use self-contained positive pressure apparatus; burning may cause release of harmful vapors. rusuat Fire and Etplosran Hazards None Sectlen V Reactivlt Cata Scy;wry Unscanta I CanCtUo- ns to Avoa �—_ None Known Stadia I X lncCmcaifbd@y(Matenala to Avo,c) None Known . kaz;rdous Ceccmpasmon or 3yproducs N/A ma.rdous May CourConmuom to Avoid Pciymenzation I I None Known will Not Cdcur I Xi I Section V1 — Health Hazard Data P.oute(s) of Entry. Innalauon? NiA Shin? N/A Ingastwn? N/A I heam Hazards (Acute and ahrcnrc) Under normal, anticipated conditions of use, this product, a manufactured article, would not be expected to enter the body by any of the above routes. Carranogenicay: NTP? NSA WAC Monographs? N/A OSHA Regulated? NSA Signs and Symptoms of Exposure ;/A - Medical Conditions - Generally Aggravated by Exposure A ^Mergency and Fuss Aid Procedures Section VIL— Precautions for Safe Handling and Use Stays to Be Taken in Case Material Is Released or-Soillad, waste 01300" MBNodYR -.'..,.. .. . ..... Call be ed d3 rl—�IdZa7:� wast:a SUbj ECr t0 I.00dI. Or state 2eGJUlatiCc.4. Precatmons to So Taken in Handling and storing Not r .. squired, . Corer precautions Not required Section Vill Control Measures Resolratory Protection(specify Type) Nt required VemAacon, ". Locai-E.naWt . N t'required . Notrequired Meduradal(GenaaQ„ NQt 'required ! 4 ` Not-;:required Protective Gloves - .. - .. ,r.K Eyt.,Protawtm ' '``Not ts6 :red =Not:required qa Cuter Proteauve Go rling_or EQtapmgtttJ , ,>� 3 .,t Not requiredr�'.w t warwrtyg.ntoPracyceq,4Use• care"j'to'-avoid''cuts froil-pos°sib�e sharp e3ges #U:-. ...Mi,«� moon" Ono.. If0—,14.M/Heti r Page _ Cti O I � h ' r Ir r C. FF— rn r Y w tearr !►till M ' " W A�is,sr. s OVO4Y NIM R 1644 JS 6C L-j*r N�j R1 dltil`S Se�D - I '9' � « /sTAr/Y FiwN L,cAarN[ e 1+ :xv[YE i ENI y xr;n' j nrro L _ o ' O x _ y I SORYFI me I COUNTY OF SUFFOLK M~r"E or REAL MAU Ar P c courr _ ` SOFRXR QXAY[Y,NEII[LNR RARM"AR,oE[EwO 4wMIN[S ACWw?/ON PRC fty _ 1AX~,LYS[wKT :EClld/�3 AtLY.'Z LOr /1 • ArA,[Ar R[Y m SNic S&dA* __to 5 Abwww ,4-FkS9,40i owFern- Lm B AA.ica Le o®.c.anr esy (511 �• FerLarc My Yak //9.59 a w MTAL AREAwr PE/MACRES ! wav�.r AEA MM fifZA/AEC SY oN/LR Z['/ AL:V6 n: ..vwn mw AREA w K AON w [ONK I sDYK, IAO YMS •—w� XIO[ ACRES' MO Mrw1N0[w Ir[+Kt s�• .11—= , ra.rr 1[fTCAMDt - ACAS woom AYY(w((AO.K►YMl to D.AIW .v• • .• •_W"'•p«r•a LirL�LLAAN NJ AACRES CRES N[E.— ow..w.urrw� 1[KRI[YRLK.N[S K ILS LC III AWS :i3,. [•.H! •ww ei+w+K.NO wNw�l m"S .1pAwO b,DLM.NYS LA L.CAR SC. ?.Y :LR� r�ra•� OEAtrR ACRES �e 1, { E(fARD'•OC`IIEALTN MA FORM N0. I 3,SETS ,OF';PLANS . , . . . � . . . TOWN OP SOUTUOLD SURVEY t; :': . . . . . . . . . . . . . . . :, 'i. „ h nA�p 1 6 IU 4lj T BUILDING DRPARTMRN'f CIIRCK `: .'i . . . . . . . . . . . . . . . . .' . . , Y'OWN BALL . . . . . . . . . . . . . SEP'fIC: I+ORH SO11'1-110LD, N.Y. 11971 - 1 ti•.t)U±ti,_,�.. TEL: 765—IE02 NOTICX,e •CALL . . . . . . . . . . . . . . . . . . I'sxanired. ., 19.... yN (_ MAIL T0: . . . ... . . . . . . . . . . . . . . . Approved. I 19.... Permit Mo. :................................ Disapproved . ..... -- .. ?; ... ........... .......... .� Ololldin, Inspector) P LTCATION FOR BUILDING PERMIT M Date. .! � . . (�. , 19 ���. INSTRUCTIONS a. '11119 application mast be-cany)let:ely filled in by typewrlter or in ink and ruhnitted to the Wilding LalsecUPr wi 3 sets of plans, accurate plot plan to scale. Cee according to schedule. Pro b. Plot plan slsowing location of lot and of Imildings on In miles, relationship to adjoining premises Or public Streets or arena, and giving a detailed description Of: layamt of Property sunt be drawis oar file dlagran wiolch i9 purl: of tills application. c. 'the work coverer) by tills application may not he commenced before i"mnce of Wilding Permit. d. Upon Olin-oval of tills application, the Wilding Inspector will ismpe a Wilding Permlt to the applicant. Such Permit Shall 1e kept on Ore premises available for inspection (hrolo,wt the work. e. K) Imilding shall be occupied or used in whole or in part for any purpose whatever until a Certificate of Occupancy shall have Iseen granted by the Wilding Inspector. APPLICAfIM 18 11-5WISY MADE to the lluilding Department for the issuance of a building Permit pursuant to the Wilding Tonne Ordinance of the Town of SoutIvAd, Suffolk Comfy, New York, and otlrer,'npplicable Law", Ordloances'or iG_gulations, for the constructions of Imil(lings, arklitio" or alterations, or for'renrrival''br demolition, as herein described, tlbs applicant agree" to couvply with all npplienble laws, ordinal s, 6uilr1 ag'code,'lrrnaing conte, and rennintamhn, and to arlmrt rsullrorizetl inspectors on Premises nrd in Inuldin, ce ary in ctiara. ! I 1 P ...... . : ... .....�?.0 L I�f6Gt/S ave (Signature of applicant, or mine, if a corporation) ........ AY 119 �. .. (Halling address of applicant) t Stale wlvetlar applicant In owner, leasee, agent, architect, engineer, general contractor, electrician, phrber or ImIlde ...�SS ............................................................... ................................. Namvve of caner of prenlsea ........4r ......J. ,. ..... ....•' rt:..:.......................... (us On Live tax roll or latest deed) •.•• If appllcnn a rpor nun, signature(�F �mrU rrazeclicer. S / (Name and t tle of corporate officer) p Builders License No.to Phambers License No. ...... Electricians License No. OUrer Trade's License No. ....... , 1. Ineation of land on which proposed work will be dnne.. L .�!� �:'P" :� Zj..... 3..83.5.5... n�h.! ?............:..... ... ' ?Nl .......... . )louse Number Street '+,Ilavnlet . : " Casty Tax Map No. 1(X10 . Section ...©��...... mock .....�'....... int' ::.::::. .i:/ � P . lG .; Sulxliv sWixT :..Lr'�i2. .'�:......�..�cy.�... Oiled Map No. ............:..' ...:.......... (Name) 2. State existing use and oc:capasrcy of: premises and intended use and occupancy of 'proposed construction. a. Existing use and occupancy ...................:.....:::........:............. b. Inlesdled Use and Occupancy .. , ..�. y r 3, Rants of work (heck vA di s � ptp7tic;able): '1•k-w Iktilding ../... Add iCfail .......... Alteration .......... Repair ..........'.,' itenoval'i.':.'(, t,..... daasnlitIon............. Other Walk .................................. r. 4. 1?ativaCal Coal' ........... fee ... .I....... .... ��(�- (to be paid oil filing this application) ' Tf am a a, nber cif c'44 lling uots ...N".:...., lArrber of ckaelling unit's on each floor .. N� �. Tf �7e1�Ir nudner of'ck , �-,.. � �............................ S. If inainass, unaiercial or raixeel occupancy, specify nature aril extent of each C ...................... al gl .... 7. ft tr% a6r+ o tune IM If any: OC....ry ........ hear ............... OepLlr ................. . w.. wnbi r of Stories ...................... Dimensions of i7a Ibf nt alterations or acklit:ions: Front ............... hear ............... [l. I)uenaians of entire new case�mcl;'i................... N>tdrer of Stories ........... DepthI ......... llelf;lsl' air: Front ....(7''D........ hear ....17.0 ....... Depth ....D. Ik:fght ......... .......2' , C�>adar of BLor ica ...... ........... ........ �... >' o Z �.I...... .3 7.*......... Depth ....1.<Z:...../..... ).._.y6 Sim of lot. Ihont J.P • hear 10. Ilat'e of Purchase ... .�...�� Imre of Fonser Omexr ..� � L�/U 11 12. Zone orouse tl atrlcL aloxi vlol'at�laes are situated ... -.ee Kd+.Mr. (��:�L;,.�.. ��':................ ....... Il.l(n 'LexeExlea or use d[strict in nnviiliicii ryas; any zeoing lens, onlinatx:e or r'egulataact ... ..................... 13. Will lot be regrailed .....,. �li....... Will excess fill be rersoved train preniseat YES 110 c -,ID p ..i,°iGGIO........... Nkiresa .J, ..L..M!1'!!U...�YRNA Flxxrs Ho. ?-�;.��,6,�','(�;.1.d� Ir. N,tisr.s of (loner of rani see Nairne of Architect , „ .I.................... Anklresa .......... .......,......... I'Irare No. .......... ... Nese of Cantract'or ......, h�S�� . �k�L'Mklraes� S�/ W�" R (il4lF{{� 1 I Y ..�.... ... ...1t.... �........��'.. 17xxne No. Jtr7�i Zi p 15. IS This ro parr within 300 feet of a tidal we:tlaad? * YES .......... R) ..�!....,. *IF us, S011lllm 'Jum mmil�IS 1L1urr my III: 11L'OImaw. v PLOT IITAOIIAN locate clearly and diatinctly all ltui.ldlngs, whether exiating or proposed, and Indicate all set--lack dimensions trans properly lines. Give streetiend blioAl runber or description according to deed, ami shim street names aril Indicate sAsether interior or comer lot, . fil'A'II: ()r "M Y(MiK, N 1 uv'ly contract)w ��� •h "-'baing duly SWOrn, deloaea taxi Says dolt he in the applicant: (Nene of inxlivie signl 111mve nnraxl, IW in Ille ..��5. ..............:... Qnd rs6tor neat cur.....................:............................................... ( . g r Ixrrnte officer, etc.) A:: said wirer or amours, nod is duly authorized to perforin or have pc:rfornied file said wait mal to nuke all file this nppdication; Unat all statements contahjed in thin applicatiou acre tnit: Lo the beat: of life knowledge and Ixillef; flirt that Use mark will be perfornsed in'llne svrnrer Set forth'in the application filed lhetewith. Awn to Inefure me this Notary Pntblic .. ,. .,,.;'.. .!..... . 04EI�KC1 (Signa(ure of A r ' •ant) . NMery'r;;' ; ;,Ct .A•New York Qualifled,rl'M)Ot fhever,Coun Com rni'galo0'.41rt7eJune .6,19V S1 TE PLAN SITUATE: PEGON I G TOWN OF SOUTHOLD ^mow SUFFOLK GOUNTY, NY ryy`flI r�n�RNE s SS4 ;� I rn ri 32'g2.,F X20' s d o SURVEYED 3-2488 SUFFOLK COUNTY TRX # LL SDG a 497• 10 ' 1000 85 2 17.1 l �2 y OWNER S APPLICANT: v � LENZ WINERY CIO EDWIN FISHELL TUGGIO �Ju k \ ak RIVERHEAD, NEW YORK 11401 ` � 2 0) \ u ON u o � CU n fVLLp \ y J Ngq co NOTES: L�nf \ \ ` cv REFERENCE DEED: LIBER 11825 PAGE 468 UC/0 OW o,l� S0,9- 7,9.\ ` \ ` -onautn ..zea alterat,.n or aeelt,nr. to a s -, MONUMENT FOUND OL Y \ \ — yae paarano a lacenaed )and ;urverr ; _eat° a C O� aflsta.. f aectI.n -ms. .yh-d3.Ir,s�`= of tn¢ N=w York $tate Ed..t,on law WOODEN FENCE only cnples from the orl93na1 pf [hl; < v¢Y \ a,ed —tan a. ora,nal o, the lam s K WIRE FENCE stam0ed Sea) ;hall GS Consarereo t0 berva 110 true pm¢r --ertlfaoatlons lncicatea n= = efy ,at n,s LOT AREA = 101,076 5F OR 2.52 ACRES survey was prepared an ac-- e :imtn tna a.- ISta., [ooe of r Lana Surveys adopted by In mo t [Ion df Profe...anal EXI5TIN6 BUILDIN65 = 8,100 5F to ta, re h, bis ereear-d. only and dt 1 ny. ..n".C^o— O [a] 9 a bi _ a'a [o n'QS f n t' Lu[3¢n. t.ta.naCa- PROPOSED BOLDING = 7,200 SF O t na t tIp a] Inat,t�tlpn. TOTAL LOT COVERAGE = 15% ry Q� N.Y.S LIC NC 50202 GRAPHIC SCALE 1 "= 50 ' BRIDre eo s OP. L P.I ER VH �� 3E9-8289 0l REFERENCE 98-127 GENERAL NOTES BUYER/END USE CUSTOMER RESPONSIBILITES 1.1 Fabrication shall be in accordance with USA's standard practices in compliance with the applicable sections, relating to design requirements - 2.1 It is the responsibility of the 5UYER/END USE CUSTOMER to obtain appropriate and allowable stresses of the latest edition or the "AWS Structural - - - approvals and secure necessary permits From City, County, State, or Melding Code DIP. USA's manuracturing procedures have been - - Federal Agencies as required, and to advise/release USA to Fabricate -= - .certffted by: upon receiving ouch. - -- Reference - - Certification numbers - - S.B.e.C.1. - - +9011 - - _ C �Y �`C 22 United Structures of America's unless(hereafter referred to as USA) - LC$.Q - FA-321 y"j standard specifications- U.S, apply unless stipulated otherwise In the Contract - Documents. U.SA's design, fabrication, quality criteria, standards, S`C fl practice, methods and tolerances shall govern the work with any other interpretations to the contrary notwithstanding. It is understood by both Houston U'S'a` Parties that the BUYER/END USE CUSTOMER Is responsible For clarification of - - -135 inclusions or exclusions From the architectural plans and/or specifications. Indiana (For Beam and column) M-195623 231n case of discrepancies between U.SA.'s structural steel plans and plans - -- - Indiana (For Rigid Frame) M-195622 for other trades, USA.'s plans shall govern. (Section. 3 AIS( Code of - - Indiana (For Straight Column) M-195621 Standard Practices, 9th Edition) - - - - A.IS.O. Certification For Metal Buildings ) 3 2.4 Approval of USA. drawings and calculations indicates that USA. has - - - Member-MBMA correctly interpreted and applied the Contract Documents. This approval 12 MATERIALS ASTM DESIGNATION MINIMUM YIELD C U. N. constitutes the contractor/owners acceptance of the U.SA.'s design lconcepts, assumptions, and loading. (Section 4 A15C Code and MBMA 333) Hot Rolled Mill Shapes C'22 be/ft; A36 FY = 42 KSI - - - Hot Rolled Mill Shapes (>22 lbs/Ft) A36 FY = 36 KSI - Structural Steel Plate A572, A52% or A510 FY = 50 KSI 25 Once the released END USE CUSTOMER has signed USA. Approval Package and the Cold Formed Light Gage Shapes AS-10 FY = 55 K51 protect is released For fabrication, changes shall be billed led to the BUYER/ - . Cable Bracing A415-18 Extra High strength END USE CUSTOMER including material, engineering and other costs. An additional - Rod Bracing A36 FY = 36 K51 fee may be charged IF the project must be moved from the Fabrication and Roof and Wall Sheeting A446, A192 FY - 50 , 80 KSI shipping schedule. Machine Bolts A301 FY = 36 KSI 26 The BUYER/END USE CUSTOMER Is responsible For overall project coordination. All High Strength Bolts (1/2"0 to 11) A325-N FU = 120 KSI interface, compatibility, and design considerations concerning any materials - - High strength Bolts N 1/8"0 to 1 1/2"0) A325-N _ FU = 105 KSI not Furnished by USA. and U.SAa steel system are to be considered and - -- Anchor Bolts Cif supplied) A36 FY = 36 K51 coordinated by the BUYER/END USE CUSTOMER Specific design criteria concerning - - Pipe .453, GRADE B FY = 36 KSI this interface between materials must be Furnished before release For fabrication or USA's assumptions will govern (Section 4 and Commentary, _ 13 PRIMER AISC Code of Standard Practice, 9th Edition) - _ - Shop primer paint Is a rust inhibitive primer which meets the end 2.1 It is the responsibility of the BUYER/END USE CUSTOMER to insure that U.SA.'s ' - _performance of Federal Specification TT-P-636 and is US-4-'a Red plans comply with the applicable requirements of any governing building - - - Oxide color. This paint is not intended For long term exposure authorities. The supplying of sealed engineering data and drawings for _ to the elements. U.S.A. is not res ons ible for an deterioration TIT\\TI ��I y' "¶II�l1 'p ISI y' TI ��II��p' F //�\\ J/�� the metal buildingsystem does not im I or constitute an agreement - - st the shop primer paint as a result of For anyfielhandling ap and/or 11 � \\� I T 11 II JJ S T � U C II II I � II . S O /-� 1V� I y imp y g storage. USA. shall not be responsible for any field applied UNITED 1111 II .HH,LLL---/// �L " // J�JLLL... ���//J ���LLL���444 IIII II DDD JJJ J6 A that U.SA. or its design engineers are acting as the engineer of record - - _ (section 65 AISC code of Standard Practice, se design professional fora construction project. These drawings are paint and/or coatings. sealed only to certify the design of the structural components Furnished - 9th Edition) + by USA 1.4 GaLvaxlzED OR sPEcaL coAnNGs: DRAWING PACKAGE ___ SNOT-D _ See contract Documents DATE: - - B.P.N `2�" /S"� 28� BUYER/Ete USE CUSTOMER with responsible for setting of anchor boils and ,tw �-�yes- erection of steel in accordance with U.SA.'s "For Construction" drawings I5 ALL BOLTS ARE 1/2"0 x 0'-1" A301 EXCEPT: OCCWpANCY OR FEE:, —BY: only. elements Temporary r supports such as guys, braces, Fajoperation e cls ing or NOTI BUILDING AT other elements required For the erection operation shall be determined - - a) Eave strut connection - 1/2"0 x 0'-1 1/4" A301 _ USE IS UNLAWFUL 765-1802 AAM M 4 FOR TFiE and Furnished and Installed by the erector. No items should be purchased from b) Endwall rafter splice - 5/8"0 x 0'-1 3/4" .4325-N - WITHOUT CERTIFICA11. FOLLOWING tNSPECNONS: a preliminary set of drawings, including anchor bolts. Use only Final - c) Endwall column to rafter connection - 1/2"0 x 0'-I 1/4" A325-N CC .F 1. FOUNDATION - TWOREQUIRED d) Main Frame connections - SEE CROSS SECTION - JOB # 22548- 298 OF OCCUPAIyCY FOR POURED CONCRETE "FOR GONST�GTION DRAWINGS" For this use. (Section 1 AISC Code of 2. ROUGH - FRAMING d PLUMBING Standard Practice, 9th Edition.) - NOTE: Washers are not supplied unless noted otherwise on drawing S. :NSULATION 2.9United Structures of America is responsible For the design of the anchor boli to Ib A325 BOLT TIGHTENING REQUIREMENTS BUYER EQUALL �N� R 4. FINAL - CONSTRUCTION MUST 77c Ri1FIGTE BE COMPLETE FOR C.O. permit the transfer of forces between the base plate and the anchor bolt in - All high strength bolts are A325-N unless specifically noted otherwise. END USE CUSTOMER LENZ TALLHE CONSTRUCTIONMENTS OF MEET shear, bearing and tension, but is not responsible th le for the transfer of anchor bolt _ THE REQUIREMENTS OF THE N.Y. forces to the concrete or the adequacy of the anchor bolt in relation to the - - Structural bolts shall be tightened by the turn-oF-the-nut method In STATE CONSTRUCTION 8 ENERGY concrete. - - accordancmith the 9th Edition AISC Specification For Structural Joints Using ASTM BUYER ORDER # : CnDES. NOT RESPONSIBLE FOR Unless otherwise provided in the Order Documents, United Structures of _ A325 or A490 Botta". A325-N bolts are supplied without washers DESIGN OR CONSTRUCTION ERRORS America does not design and is not responsible For the design, material - - and construction of the Foundation or foundation embedments. The unless otherwise noted on the drawings. JOBSITE PECONIC, NY COUNTY: SUFFOLK END USE CUSTOMER should assure himself that adequate provisions are made All bolted connections unless noted are designed as bearing type connections ", in the Foundation design For loads imposed by column reactions of the building, with bolt threads not excluded from the shear plane. BASIC BUILDING RF (a0' - 0 X 120' -0 X iro ' - 0 2 : 12 other imposed loads, and bearing capacity of the soil and other conditions of the building site. It is recommended that the anchorage and Foundation of the building be 1.1 CL05URE-STRIPS ARE FURNISHED FOR APPLICATION: designed by a Registered Professional Engineer experienced in the design - INSIDE, under roof panels at save THIS STRUCTURE HAS BEEN DESIGNED IN ACGORDANCE WITH THE FOLLOWING AS INDICATED: of epch structures. (Section A10 MBMA 1986 Low Rise Building systems Manual) - - OUTSIDE - Between endwall panels and rake trim - Under continuous ridge vent skirts •CODE LOADS 2.10 Normal erection operations include the corrections of minor misfits by Edition moderate amounts of reaming, chipping, welding or cutting, and the - 18 ERECTION NOTE: ❑ USAStandard (MBMA) ❑ LL 20 PSF Tributary Area Reduction drawing of elements into line through the use of drift pins. Errors All bracing, strapping, t bridelre shown and provided by USA. for this building is which cannot be corrected by the foregoing means or which require required and shall be installed by the erector as a permanent part of the structure. ❑ SiEC 0 LL 30 PSF No Reduction major changes in member configuration are to be reported Immediately If additional bracing is required for stability during erection, it shall be the ❑ Ground Snow Load PSF to USA. by the BUYER/END USE CUSTOMER, to enable whoever is responsible erector's responsibility to determine the amount of such bracing and to F1 UBC EXPOSURE L1B ❑ C El elther to correct the error or to approve the most efficient and economic mthod of correction to be procure and Install as needed. El SOCA EXPOSURE El B L1G (For Loads Greater than 20 PSF) Standard Pra t ce, 9th Edition)used by others. (Section 1 AISC Code of _ Latest E N.Y- STATE ■ UJinol 00 MPH Importance Factor 1.0 1.9 ERECTION AND UNLOADING NOT 8Y USA. 2.11 Neither the fabricator nor the BUYER/END USE CUSTOMER will cut, drill or otherwise Enclosed X Part. EYICIOSSCI Open alter his work or the work of other trades, to accommodate other trades, - - 1.10 SHORTAGES unless such work is clearly specified in the contract documents. Whenever - - Any claims or shortages by buyer must be made to USA. within Five (5) ❑ Collatera I PSF such work is specified, the BUYER/END USE CUSTOMER is responsible for Furnishing working days after delivery, or such claims will be considered to have complete information as to materials, size, location and number of r _ been waived by the customer and disallowed. SEISMIC Data: AV= 0-i Aa O-1 SHECs= I SPG= C alterations prior to preparation of shop drawings. (section 1 AISC Code 1.11 CORRECTIONS OF ERRORS AND REPAIRS (MBMA 610) L1 Crane GdrJ�7aGItC� Type of Standard Practice, 9th Edition) _ - 212 WA Claims for correction of alleged misfits will be disallowed unless U.S . on A shall have received prior notice thereof and allowed reasonable inspection ❑ 1"IeZZdnlne: DL PSF LL PSF in conjunction with lead or copper. Both lead and copper have harmful case should Aluminized Zinc steel panels be used of such misfits. The correction of minor misfits by the use of drift corrosive effects on the Aluminized Zinc alloy coating when they are " to contact with Aluminized Zinc steel panels. Even run-off from copper - -- pins to draw the components into line, moderate amounts of reaming, Flashing, wiring, or tubing onto Aluminized Zinc should be avoided. chipping and cutting, and the replacement of minor shortages of material are a normal part of erection and are not subject to claim. No part of the Building may be returned For allegemisfits without the prior 2.13 SAFETY COMMITMENT UNITED STRUCTURES at AMERICA has a commitment d to manufacture quality building components that can be safely erected. approval of USA. However, the safety commitment and job site practices of the erector * Code of Latest Issue to be Used Unless Otherwise Noted. are beyond the control of U.5A 1.12 ERECTOR NOTE It is strongly recommended that safe working conditions and accident Erect steeLwkh piece marks corresponding to location of piece marks on ' For buildings with cranes: See Cross Sections and/or calculations for loading -. - erection drawings. Erect and plumb bays proeessively to insure overall width prevention practices be the top priority of any job site. Local, State, COVERING + TRIM AS INDICATED and Federal safety and health standards should always be Followed to help - - - - and length Is ma rota tned_ insure worker safety. Make certain all employees know the safest and ❑ 26GA USA PBR ❑ White ❑ Aluminum Zinc ❑ Fasteners: O 94 x 'X." STS Member + Stitch most productive way of erecting a building. Emergency procedures ■ 26GA USA R ■ Wide Mastic ❑ UL90 ■ Long-Lire Fasteners ❑ -12 x IR"SDS Member Only W/ STS Stitch should be known to all employees_ _ - ROOF Special Requirements ■ '12 x "SDS Member with Laptek Stitch Daily meetings highlighting safety procedures are also recommended. The -__ - 7hasrmai Blocks use of hard hats, rubber sole shoes for roof work proper equipment For ❑ 24GA USA"Guardian I" SSR ❑ White ❑ Aluninum Zinc ❑ Clip: ❑ Low ❑ High handling material, and safety nets where applicable, are recommended. ❑ 24GA USA'Youardian II" SSR ❑ UL90 ❑ Fixed ❑ Floating ❑ey usn ❑ ey oua. M 26GA USA ■ "A" ❑ "R" Color Fasteners: O 74 x N" STS Member t Stitch WALL ❑ '12 x JX"SDS Member Only W/ ST5 Stitch •"•' - - - _ - - - Special R6qutremen[s - ■ •12 x "SDS Member with Laptek Stitch ' r�".:....rl - P PERMIT ���1 f3 531 4 ■ Standard LI./Gutters + Downspout ❑ Standard W/Eave Trim " ❑ Base Trim ❑ MF-01 ❑ 0201 n 8/25/93W p t - TRIM Gutter Dowrmpout Eave 41Q Rake Comer Jamb + Head Base Trim fJ1A 11 1/10/93 - `FO'•• Job Number : 22548-298 - _ - Special Requirements pit ••• • N�"�,• 10 3/29/93 �FESsta ....,, „� SHEET Li of 1 ,,�., SID STEEEIILIA ME RECESS OO CIF REQ'DJ ` - - STEEL LINE i4 120'-0 0/0 STEEL 1 m_m 7` 24'-1'z 24'-0 24'-0 24'-0 24 -14 m m to B '24 B 22 22 22 22 4 32 v N m 12 ry E 0 Q - - - O PANEL 3 OPNG. WIDTH _- O RECESS sYm - (IF REQ'DJ 0 8 2 2 O B B g 2- 10ANCHOR BOLTS 4- 30ANCHOR BOLTS IA IA IA IA � B - BASE TYPE ''EllBASS TYPE 'A Q N 32 SIDEWALL N - EL STEEL LME RECECESS CIF RE ID.) -n LLI mm 0 N � N LU N m ow z 8 O o z 0 B Q I 8 2- 59'ANCHOR BOLTS BASE TYPE " BII END WALL STEEL LINE C O O C I 32 0 N <T JN � N I d�LL 2 4 2 ry A A A A "1 S 2- 5ed ANCHOR BOLTS B 71 F B BASE TYPE IICII O . 8 m m O 3'24 22 2 2 2I2 22 2 2 22 �B 4 312 LISEL F F N 6'-0 12'-0 a m 24'42 l2 24'-m 24'-0 241-0 24'-112 NOTE: FIELD LOCATE (I) 3070 AND CU 6070 ANCHOR BOLT SETTING PLAN WALK DOORs.CSEE BASE "E" FOR DETAIL) -� 12 GENERAL NOTES: t The AncF+o Bolt Det t shown ort this drawing locate the Anchor Bolts WIND PANEL in re}'arence to both the Building Steel Line and the outside of USA.'s 4.7 K RECESS 3 OF'NCs. WIDTH SU33ESTED panel recesa.or 1-1/2". DL + LL t K STEEL LINE CIF READ) -_ - United-Structures or America is responsible for the design of the anchor y= 7 S -_ STEEL LINE STEEL LINE bolt to permit the transfer or Forces between the base plate and the I -01 ' BASE CHANNEL CRAMSET) fHIN.)1'2 2no anchor bolt In shear,bearing, and tension, but is not responelble for the mINJ 2 transfer of anchor bolt forces to the concrete or the adequacy of the DL + WL 1 K Cnlw 1 2 4 2 3 FIN. FLOOR IN. FLOOR _ anchor bolt in relation to the concrete. V= 3.4 FIN. FLOOR ry tYld '� Unless otherwise provided In the Order Documents, United Structures of ,„I= 3.3 K +`rJill - - _ - Apierfc8 does not design end le not responsible for the design,material, 4.7 K _ 2- '�CHOR 301-75' X7 and construction of the Foundation or foundation embedments. The End a m ry / Use GLbtO111Q d,ould assure h(msalr that adequate provisions are meds j/ / t -in the foundation deaign for loads imposed by column reactions or thhe MAX. E.W. COLUMN REACTION AT BEARING FRAME K K J / � � budding,other Imposed loada, and bearing capacity of the &oil and CIF REQ D) O BASE TYPE II D it .other conditions or the budding ane- 3.1 3.1 m w w It is reocnelanded that the anchorage and roundation or the building be designed by a Registered Professional Engineer experienced in the /- ./ _ - design of such structures.(Section AIO MBMA 1956 Low Rise Bullding NOTE: SHEAR ANGLES AND/OR ANCHOR SECTION 'IF- "'IF- " SECTION iIB SECTION "E ii J Systems Mem au BRACED BAY REACTION l Bottom of all f3aee Plates are at the same elevatica (UNLESS NOTED) TIES ARE NOT-B15NISHED BY USA LINE 2 THRU 5 LINE LOADING gXIS H V LOADING AXIS H y ANCHOR BOLT DETAIL DCPA SYMBOL DIA QTY, L C T PROJ. ISSUE REV. DESCRIPTION DATE O DESCRIPTION: ANCHOR BOLT SETTINCx P DL + LL A 14 . 1 24 . 0 L A4 { Irz" A�TMB" xm 6" O CONSTRUCTION ?Ieq�q 5�w CUSTOMER: EQUALL 16 M.NUT 1 1/4" 1' - - - DL-* LL D -14 _ 1 24 .D WASHER T A5 5/8' 16 I'-2" 3" 2' 2" PECONC, NY ' -i ' a. �` IIhI - UJVCJQ Q I'I LOCATION: �L+L - _. pLdi1L I I ' DL + WI_L A -10 - 6- _S ' S (BY USA-) A6 3/4" 32 i -5" 3° 3' 3" LENZ ala'•., •>, ILII IIl1 U Al �/8" I'_8' 3" 3 3" BUYER NO: Hy DL + WLL - D 4 . 0 -8 . 2 UNITED STRUCTURES OF AMERICA, MC. ROWING BY DATE CHECK Bl'%s,�°p� `` A8 - ," 2'-z ' 3^ 3^ 3" JLM 2/98 y�F E2 fma e V+1 1 y+ y+ I y+ ASTM - A36 NUT A10 /4" 2'-4" 3" 4" 4" nLLL9TQ D A9 oas JOB • OADS DRAWING " 55UE �� m*, 22548-298 FI of 1 O r- ANCHOR BOLTS CBY OTHERS ) Al2 � 11/2 2'-6" 4" a" 4' LL-aa WL= GSL=30 Ji M _,ry z O O O O 120'-0 0/0 STEEL, 24'-0 24'-0 24'-0 24'-0 24'-0 e ` - - ZI (TYP.THIS BAY) Z2 (TYP.THIS BAY) Z3 (TYP.THIS BAY) 22 (TTP.THIS BAY) - _ - Z4 (TYP-THIS BAY) PURLIN LAPS I'-I 3'-5 2'-3 3'-5 31-5 2'-3 3'-5 1'-1 O-- - El ❑ E3 E30 E3 EbDS (TYP) O 4vs GABLE (TYPJ - - -- - - 1 -_ nl U J \ / w \ / W X / \ @ x @ N 1 E2 ❑ E3 E3 ❑ E3 E� O DS (TYP) ROOF FRAMING PLAN _ - GENERAL NOTE! _ All Bolts Are IR"0 x 0'-I (A301) EXCEPT: _ - - 1. Eave Strut Connection - 1/2"0 x 0'-1 1/4 (A30V 2. Endwall Rafter Splice - 5/8"0 x 0'-1 3/4 (A325) _ - - - 3. Endwall Column To Rafter Connection - IR"0 x 0'-1 1/4 (A325) 4. Main Frame Comectiona - SEE CROSS-SECTION - - Closure Strips Are Furnished For Application _ - - - - INSIDE - Under Roof Panel At Eave -_ - OUTSIDE - Between Endwall Panels And Rake Trim Gutter Straps (Sr-O 1) To Be Installed At FIELD LOCATE 4-0 on Center For EGo I Gutter. ^,T +,PANELS.: t•TRIM•R . 1 **ACCESSORIES** 2 ' ! WTTE? C.A/ MK aTY. DESCRIPTION MK CITY. DESCRIPTIONMK QTY, DESCRIPTION 158UE REV. DESCRIPTION DATE DESCRIPTION: ERECTION PLAN o 9 L 26GA/AP DOUNBPOUT46GA/ A ONE 3010 M WALK DOOR (WHITE)W/ LL5$TD. HARDWARE - P PERMIT �9 9b �� CUSTOMER: EQUALL •" _ - COFNER-26GA/ $ ONE 6070 M WALK DOOR (WHITE) W/ WS,STD. HARDWARE r JAF BIHEAD-26GA! c z n-m x Iz-m FRAMED oFNG:rFaR oHD) LOCATION: PECONIC, NY y RAKE-26GA/ - D LOT 336 LINEAL FT-X 8-0 (26GA/R/P111HITE)LINER BUYER NO.: LENZ - - - - - UNITED STRUCTURES OF AMERICA, INC. DRAWING BYJLM DATE 2/9.8 CHECK BY DATE - - - 19u d'2GKlIf lg1GiQLTIXM 17099 JOB ' LOADS DRAWING + 22548-296 ssuE ECO 1 OF Co P t -- - - ---- JLM ��y 2� I L 3 I' - N Zil ZI2 ZS ZI2 wC ZII .S Z6 9 Zl ZB Z9 ZIO Z5 Q _-- GHAc`TYv> - 7-0 24'-0 24'_0 24'-024'-0 24'-0 SIDE WALL SHEETS - FULL NEICsHT 3m3'-I0 • 3.+3'-10 2 + 120'-0 O/O STEEL ELEVATION LINE IA 11 6 5 4 3 2 I I'-I -------------- ZII ZII Z6 ZII ZII Z5 ZII \ ZII ZS CABLE—�� 24'-0 24'-0 24'-0 24'_024'-0 51DE WALL SHEETS - _ - - • PULL HEIGHT O/0 5TEEL ELEVATION LINE _ - - - { ESSI • ISSUE REV, DESCRIPTION DATE �Q DESCRIPTION: ERECTION PLAN ^" P PERMIT yF�/ga Sl CUSTOMER: SQUALL ����� III LOCATION: PECONIC, NY BUYER NO.: LENZ - - - - - UNITED 5TRUCTURES OF AMERICA, INC. RAWING BY JLM DATE 2/98 HECK BY ATE "o�n'°Kro`'°6"a'9 JOB • 22545-298 OS ESCOVE DRAWING E2 F 13511E P JI M - D B A C A Zn ZT5 s Zn Cwe> ZI6 ZI5 ZI5 Z16 B 0, 9 CTrn� ZI5 v Z13 Z14 Z13 0 9 Z13 Z14 .9 iC m p Z13 .. PM2 PM2 PM2 r m � 0 PM2 PM2 PM2 20'-0 - - 60'-0 O/O STEEL 20 -0 20'-0 20'-0 0/0 STEEL ELEVATION @ LINE 11I " LEFT ENDWALL JELEVATioN s LINE "6 ° RIGHT ENDLUALL 1'-0 LAP ' e I -0 LAP �Tp1 RToI A rI NOTE! FIELD CUT PANELS ?D� o D AS REQUIRED fro/ NOTE! FIELD CUT PANELS AS REQUIRED 0 0 0 0 -�' T Q Q 6 I V - 6 6 6 SHEETING LINE "I " LEFT ENDWALL SHEETING LINE "ro " RICHT ENDWALL z ISSUE REV- DESCRIPTION DATE �{ x O DESCRIPTION: ERECTION PLAN P PERMITS 6� Sip� CUSTOMER: EQUALL LOCATION: f -ONIC, NY _ - - - - - - - - - - BUYER ND: LENZ - UNITED STRUcTURE5 QF AMERICA, INC. RAWING BY DATE HECK BY �a*4- JLM 2/98 ATE _ - ueuerorlroe,�nor - - - - - io-ou-mss JOB • OADS DRAWMG + - - - - - --22548-298 SEE CovER ECJ op ISSUE e - Iz 2 V-3 t . 9'-10 - - - _ 4 I (S) 1"� x 214 A325 BOLTS . . WITH PLATES _ I I (a) V' x 212" A325 BOLTS WITH PLATES I J UJ - Z _ w a � c I m ° FLANI�E BRACES ARE LOCATED ONE I SIDE OF FRAME ONLY.CUNLESS NOTED) . I m I I FIN. FLOOR I a� CLEAR 6o' -o O/O STEEL CfROSS SECTION a L INE& 2 3 4, 5 Fy - - - ISSUE V. DESCRIPTION DATE Q DESCRIPTION: ERECTION PLAN P PERMIT pqS CUSTOMER: SQUALL LOCATION: PECONIC, NY BUYER NO.: LENZ - - _ - - - UNITED STRUCTURES Or AMERICA, INC. RAWING BYJLM DAA 2/98 HECK BY ATE JOB " OADS DRAWNG " ISSUE 22548-298 -SEE COVER 64 OF: P - JLM ndwat_F Cstrt I - '' Ai f ' l2" - W 12" 12' 12" 12" GIRT-: i j - i - i ' --•" _-- " to )=T(G�IWaII O ° - _ SAVE BTdR (2) Vo x V-I*M8 _ t/ ,I . - - - - - -- ' IZu (FIELD DRILL SAVE ST10JT OR GIRT) :i _ I _ Endwali tar - JAM JAMB SnrrU SrreusAi I MEMBER SCREW LOCATION - f L -_JI 20" Ch Colter I _ 1 ION (ALL MEMBERS) / Sheeting Direction [AL MEMBLIMEERS EXCEPTASTN07ED) Detail "A" 5CREW LO Sheeting Direction - ndwall $feel Line- End Ra iter JAMB TO-EAVE STRUT JAMB TO GIRT Steel Lf I = (�1 �� 12" 12" 12" - - - - Member And l'-31}Girt 1 , n I n l n I n I n n I n " r` GQLD FORM ENDWALL COLUMN SECTION e JAMB CONNECTION _ _ __ I (I)Screw Between All �' 1 z i 1 2 2 1 2 / Otter Members. INTERIOR _fndtusll Cs(rt Comer Trim Eave Strut L "A" Panel 6° ( .CTmu Stitch Screws Stitch Screws— Short Lip $k o=-off `" R°yedadRane MEMBER SCREW LOCATION Detail"A" ` ,, Gold Form corner . (2)S°'xi+' OUTSIDE CARDER DETAIL DETAIL "A" / II / ^ I DETAIL" A" (ALT) (PEAK PURLIN. EAyE STI'�Ji AND PANEL END LAPS) r` . goitmin(�'JK ECC'_) - "A" PANEL FANEL WALL Si eeung flip Ido a 0 (ON MODULE) ALTERNATE IS CUSTOMER CHOICE Stitch Screws At Continuous Tape Sealer lMK Gt6) 20" On Center 3a"x3I" (Standard) Slcieuali 9 ° 0 k3 (Optional Y.itte.X,,, ( - - - - Roof Pan let Stdewall,Gt t ' 'MR' Pne Only EE II-Stmel Line I End Rafter (414°'x It' [ O 4 TIM.comm A325,emia DETAIL "All COLD FORM COiRNER COLUMN m; nam Roof Panel .. _ .f Member Screws AT HOT ROLLED SEA"FRAME Rake Trim (Field Cut t = - FLUSH OR BT-FRAMED SIDEWALL ST to Match Gutter) 5 flange Brace Main Frame ART GUTTP { ' _ (As, Rec;l'd) ��aE Pop Rivet a Caulk Continuous Tape Sealer % Interior Column �, gc�� utter W Loose End Cap 3e'Sty (Standard) 2" 4"CO Attach to Eave Strut W/ Inside closure CFId. Install) "x W (optional) Purlin Plain Pop Riivets634OL. " EAVE GUTTER d RAKE TRANSITION � - 5 f3e Specified On Order) o o o At 6"On center - - SECTION THRU PEAK PURLIN AND PANEL END LAPS i Roof Panel --� PSR" AND II SII PANEL R®® to 0 0 o Sidewall Stitrh5aews _ IW5ULATIOLJ TAE'RJ-4A,1_,B Girt At 6' On Ceder (By Others) hIDTF,I. STdewaU f RIrt La As . I'd) - ..A"' - ' _ ------ ParetLapTrim- - - - � --88 D[mension Int Frame (tK-ET@2) (3k) M2 GabeardGe t-IOT 5Hot/Jr-J 111 AL.L. ["�TAjL.S - - At Y2' On Center lNllside Washer F'QL2 GL-AR IT(' INTERIOR COLUMN Guite (MK-EG ) Eyebolt E 4:' - - Outside Clostre ! stitch Eave Strut Flat Washer Pop Riv _ Screws At 24°On cads � \ La 2" (Typ) hulk And Pop Rivet - Roof Steel Lt ( ') Wali Panel BQSuIATIOhI $TI•lEr�,4Al. Cutter - ¢�/ - (By Others) SI..�S - oeb Of Frame DoWmspou 21 In LOW EAVE DETAIL WITH Rul"m Downspout 5Va EAVE GUTTER tm - • - "". /SHEETED SIDEWALU "A" Panel - - - - - - - - CABLE BRACE 0 0 (With IWSULArIC ) TO FRAME DETAIL "A° PANEL WALL v/ 11 All Field Bend Gutter Tabs Into Downspout Downspout NOTE: Use A Backup Plate Under The Hillside Washer DOU.NSPOUT STRAP ATTACHMENT - = End Rafter — For Cold Form Members. WALL AN mtsTaunnomFazEDua Pop Riv Roor Steel Lire rano an L Place find satin and Jaofx on liar svtacc(f'uorl with SEE FJAVE Otry X Ij`- Stitch $crews At 11" On — — — — — — — — r <' Bo SIR seREus. «- 12" O.e. dx.,lde y. rsmn tcna ab w�xma rg hod o r DOWNSPOUT TO GUTTER DETAIL _ Encivall Column Rake Trim SCenter ea anti Eder tr imus Tape Jarba. Be we wt lead 16 ugtt to jabs so that 4e FOR DETAIL I I ( Bee'or IV ), @K-Rr®U Rao(Patel HEAD TRIM DDOOR D P'°Pe door oPeiN9 m obuYed awe o o W� m 2 2. Install door year in trace,dad to IB'clearance at i— — Gutter - I I ErcAuall Girt - y head and 3r3P clemarce at sirma Drib. I member �i ��'` i QGUL,ATIC*J nT�I�p1 ' wI i �' 3. Tilt ip tk erne amerblli and odor h[ e,ynb W floor. I I Eave 5Vut z Stitch Senior I 5hesel b CBy Others) �..1-� DOOR LE Plyd h"Jamb wnd asweI Field at gkLs it required. - BEARWi END FRAME r r (LUSH ENDWALL atWon aa c __re 4 awderhsad aid aim on�jamb io Ull�/svua"il ,floa owl Downspout Strap", _ - - - L _ _ SECTION A' tkehold ander it Panel llred.lrctallJam erten lm ar regv). (MK-DT o I ) Field Cut Gutter wall Pare) Wth X" Patten Y - - - Rrlb(Bel — — 5. Install boast. Install optional)weatrestrip.Iced min INSUI.ATIDAJ Tt-}EFZI..yal SLCY KS prat. Adjust w that wyi,L caitacta door ural h ue Pop Rivet— (5y See Roof RamIng LayoutSECTION"A" Others) closed Position Do not ra a vinyl against door as hU - - - - RAKE DETAIL WITH I will interfere wnh the laming and will not improve trim Girt kame SHEETED ENDWALL DOOR J — — �t��t Splice o 0 A, 4� (If Req'd) y O DOOR JAMB TRI - - - - - - - - �t�. ncornrnrscuavrF JAMB ---- 7HEiZMTtoQ7wea �� .� "f roc weE*e.v ori THEt;MAI BIC�KS SECTION 'B ' ( 4 PANEum „BIRT ' Daunspou Panel > 3 IMStJLATIOQ /(By Others) (MK-DSOI) x r a r r FLOOR DS.$TROP OU4NTITT Std. (B) Bolt Lap - TNERP4Al- E�y5 Jamb (53 Others) Wall Panel ASREQ'D �,�ASRE�D. Base Chanel EAVE OJANTIT DS.Kickoui PO Rivets At oro, Install Wk Pop Rivets Finished Floor �.0:3 y_ Op R vets At p C60,o) on 3 Sides 2 -m 2 12" AI Center *12 12 On Center J� °' . ° y __ _ _ - _ „ FOR FIELD LOCATED WALK DOOR ° R S.D.S. 12 O.C. ° Cap Trim 2m'-m 2 Eareswt Jamb trim DOILNSPOUT DETAIL AT SHEETED WALL . = r Wall Panel "A" Panel (MK-DJOI) Head Trim ISSUE REV. DESCRIPTION DATE DESCRIPTION: ERECTION PLAN*12 (MK-DHOU Header o - SD.S. e 12" O.C. Ga Trim P P ERMIT 11P1481 CUSTOMER: EQUALL �ka.e p U0510 ��� PECONIC, NYED OPENJAMB DETAIL FOR FRAMINCsS HEADER DETAIL FOR FRAMED OPENINGsSLOCATION: 491431, L,Wltf'1 I/.ISUIA'TIDAI - BUYERNO.: LENZ With 1NSULAT101.1 `6* ' _ "AF BY•fRA1�51DBW.L - - - - - - - - _ UNITED STRUCTURES OF AMERICA, INC. RAWING BY DATE HECK BY ^��� 'ATE - =.i+ 2/98 „I ., - - - - - s+ars ponToass paras JOB " OADS DRAWING " ISSUE -298 SEE COVER EFjOF 22548 40 MWL . At Wall Panel- ° LinerPanel - Jamb Trim t\ (MK DJOU Inside Corner ?rim 10 0 0 Liner Panel Walk Door WL PANELV,� WALK NER PANEL (MK-CT03A - - - - -- --- -- �o o 1Ltner Panel am EMBER SCREWS J bii Panel DIRTLiner Panel Tr1m HEAD TTM-DH07LINER TRIM PO Rivets a**Aa y+Inuwl wo-PTID2J lUail Panel OO �Q (a12° O Gtr.) : MK LT01)POP RIVETS 6 6 (® ,z- -) c Walk DoorWALK DOOROOR HEAD Flange E3race— Liner Panel g _AER DETAIL THRU WALKDOOR HEAD ELDLOCATEMS A CornerTrirR II SII Sidewall Panel WALO 5;. t> 1K CTDIJ 2 -2 8 COLUMN DEPTH "RF" OR 'IBC" INTERIOR COLUMN BEARING FRAME CORNER FIELD NOTED - -- -- ALL VERTICAL TRIM 5TITC+4 SGREW5-- - - - --- ------ ` ARE TO MATCH SCREW LINES IN PANELS. - — - - - --- -- --- - - . LTo I - ------------ ---- - - - - "R" PANEL CAP TRIM MEMBER SCREWS STITCH SCREWS lU Jamb Trim LINER -= MK-DJ01 As Re d) 912" ON CENTER e I 9 EACH 11P PPORT pa c.a > BASE CHANNEL Channel 9 EACH SUPPORT t (U IN BETWEEN (RAM5ET) LINER RJLLiner Panel JambaTYP. LAP Pop Rivets - ' WITH RASE CANNEL 5ECTION THRU LINER CAP - Member Screws 12" O.C. SECTION a O.H.D. JAMB SCREW LAYOUT FOR LINER RANEL5 hI OTE I Qc=u L A i10� 1 T HE2MAl P3ILY.KS l.IOT SHOW Q FDF2 SUAF JTY - --Sit• - - - - - -k ISSUE REV. DESCRIPTION DATE O DESCRIPTION: ERECTION PLAN P PERMIT �9�q8 5� CUSTOMER: EQUALL LOCATION: PECONIC, NY ' z BUYER No.: LENZ UNITED STRUCTURES OF AMERICA, INC. RAW NG BY DATE HECK BY ATE 2/98 ' �"'�ro3s JOB • OADS DRAWING " ISSUE s ` 22548-298 SEE covER E6 of Q P MWL AN I OO ` 00 - ' QO DDu T q l @ O I „ e: P (i'-t !ice v!/ 2 JF TOP I rrTr- �_ !-rw—vin ti« n-eouuo �uiLDlur-� sh _ —^_i --- G E N E R A L N O T E S , I 60TToM I 1 . ALL CONTRACTORS TO VISIT JOB SITS, CHECK / I I WHERE BUILDING IS TO BE INSTALLED AND BE N RESPONSIBLE FOR SAME. ISI C 2. SOIL CONDITIONS ASSUMED AT TWO (2) TONS O `- N 77 BEARING PER SQUARE FOOT, MINIMUM• 3. POURED CONSRETE FOOTINGS, PIERS AND 1,1 FOUNDATION WALL TO BE 3000 PSI 28 DAY, io ! �r CLASS A, ONE PART CEMENT TO A MINIMOM OF ! I . FIVE AND ONE NALF PARTS OF SEPARATE ' s C,,111 WALL - VOLUMES OF FINE AND COARSE AGGREGATE i II II.2 Ty FiLlLL FGU7J OA-rIUN WALL i I MEASIIRED DRY WITH A MINIMUM OF SEVEN AND ONE HALF OF IIS GALLONS OF WATER PER SACK OF 1 --� � I �� CHl1ENT• TO ICAN 4• ALL POURED CONCRETE INSTITUTE BULLETIN RACI 03118EFOR j I O I --�-- oe � I DESIGN MATERIALS AND METNOND OF CONSTRUCT- 1, 1 3-R4 uo�Ll2u+=�r = I ION_ SLUMP 5" PLUS OR MINUS 1 ' FOR GRAVEL _ ;- 1 I OR STONE AGGREGATE CEMENT. S. CONCRETE MATERIALS TO CONFORM TO ASTM C-150 i -+- 444- EAV4 WAV AIR-ENTRAINED PORTLAND CEMENT AND ASTM -67 FOR PORTLAND CEMENT, ASTM C 175-67 FOR `� 12"t12" TiE 6EA fA e I I V/ALL - li �,� _ ii C 33-67 FOR CONCRETE AGGREGATE- I 6. CONCRETE FOOTINGS SHALL BE PLACED AGAINST UNDISTURBED SOIL. THE FOOTING SHALL HE PLACED ON FIRM, CLAN SOUND MATERIAL• ALL UNSUITABLE MATERIAL SHALL BE REMOVED PRIOR I .q PJAS F' i�� I I I f— r- I i TO THE PLACEMENT OF THE FOOTING. + y 0 I lv I i —�-4_ � ; I 7. BOTTOM OF ALL FOOTINGS SHALL BE A MINIMUM l OF THREE FEET BELOW GRABEN- 0 0 i I 14 8. COORDINATE ALL DIMENSIONS AND LAYOUT WITH i 1 I UNITED STRUCTURES OF AMERICA INC. ANCHOR i j t BOLT SETTING PLAN DATED 2-19-98, JOB NO. u 22548-298 DRAWING NO. P1 of 1. j w 1 0; 1 Si W 4 r N END WALL --- I — N 6 - �� I 4-d F V6¢TI CA 1�t 4-+k 4 vEe ncAL { 1 3-it4 NO¢12pN T1l 1 b,_*4- No(L IZOAI TA — FIELD LGGq T`c iU _G7G ti.1J a ;J) Gc7G NALV. uooz`; �i-00 5-tk4 SAtil'WAY I l I I I �II S-iab SACH WA + p I 11 $ASS TYPESwA 1 + I SEGT14h) 6lfk + � I, i WALK PDP@ AW-PCZ I CLj_::�� e 4 TOPIo.O DEEP �oNc waw O1 � Op —� 6 1 � _ 24� 0' 'L4 2 L•1'-i '/°+ � ._—_-_—_ —_ - 't _ _ - _ _ _ -_�_ ___ _ _ - _ .__— —_--_ _ �—_ _ moi___—__ „ Oz; TINC, VIF2 F© 0M1D ,T 107 3 WI-1LL �-== 'j ScaLE� '/2°� 1'-�" 6Qt1ALi. P�A �hiS LENZ VIN ;= yAeD MAJO (LOAD RTC- 2-S p£ ec2wiG 1.1 / 11 WARREN A. SAMBACH SR. Cw swiing tftine r f Pinner o"OFES&/O)P P.Q. ROI 1033 7675 Cot lane �Wz53PeQEx a.S�*Fy CU•ICHOGUE, NEW YORK 11935 m g f m PATE' 3 9 95 2=v5' DWO Bv: 52 MIS w' I 9 8 77iE STAtEOE? L14LO `/'• 301b we. 2 . ; $AAI-�• '/Za' IL O' DWd tiNE °FF I 4-4