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FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No Z-25210 Date AUGUST 19, 1997 THIS CERTIFIES that the building STRUCTURE Location of Property 74675 MAIN ROAD GREENPORT, N.Y. House No. Street Hamlet County Tax Map No. 1000 Section 45 Block 4 Lot 6.1 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated AUGUST 1, 1996 pursuant to which Building Permit No. 23639-Z dated AUGUST 20, 1996 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 OFFICE BUILDING IN A "B" ZONE AS APPLIED FOR & AS PER CONDITIONS OF PLANNING BOARD. The certificate is issued to ROBERT & CHRISTA BROWN (owners) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL C10-94-010-MARCH 20, 1997 UNDERWRITERS CERTIFICATE NO. N-408356 - JANUARY 13, 1997 PLUMBERS CERTIFICATION DATED AUG. 19, 1997-ALGOZZINO PLUMBING & HEATING Buildi Inspect Rev. 1/81 701M NO. f 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) N° 23639 Z Date ....... ............... ......... ... ......, 19.1-I& C�.�v Permission is hereby granted to-, ...........................<.Y....... ...'.......... ........................ atpremises located at ............. .1`........... !1�.... ..:.................................................. ............................................................................... ............................................................................ County Tax Map No. 1000 Section ..... .9..� ... Block .........1........... Lot No. ..'.... .......... pursuant to application dated .................... ................ 19..& and approved by the Building Inspector. lav of FeeS.. ........ ....... . ........................... ............ ...................... Building Inspector Rev. 6/30/80 racx�; Town Hall, 53095 Main Road y = Fax (516) 765-1823 P. O. Box 1179 O Telephone (516) 765-1802 Southold, New York 11971 OFFICE OF THE BUILDING INSPECTOR TOWN OF SOUTHOLD C E R T I F I C A T I O N DATE: "Z! ej -7 Building Permit No. zg(S5 Z- Owner: P&affnt 4 (ZhWAGa f:,P4 Aj (please print) Plumber: ,g�iO� r01 LM :;1Pg9 AND W—A ffj V� (please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Signature) Sworn to before me this a/ day of ue0` 19%� Notary Public, Countv JEAN Notary No.52707.;,:::; ouamed In Suffolk Col 3�,1Q COWASS ► 0 Form No. 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY A. 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: I. Final survey of -property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form) . 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and 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. C. 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 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 . . . 3. . Z.,. - . . .. . . . . . . . . . . . . . . . . . . . . . . . . New Construction. . . . . . . . . .. Old Or Pre-exist�i/ngg Buillddipnng.... . . . . . . . . . . . . Location of Property. . .. .. ...... .. . . .. . . .. . ?�. .T. .':! .!. . ?T' . . . . . . . . . . . ... . . . . . . . . . . . . . House No. ��p�-� Street L f Hamlet Onwer or Owners of Property..(:-:✓. —P . .+ .Q?� ?? „��^+, , , , , , , , , , , , , , ,, , , , , , , , , County Tax Map No 1000, Section. . . . .?'5. .. . . .Block. . . . . . .1� . . . . . . .Lot. . . . . .4 ... !. . . . . . . . . . . Subdivision. . . . . . . . . .. . . . .. . . . . . . .. . . . . . . . . . . . .Filed Map. . . . . . . . . . . .Lot. . . . . . . . . . . . . . . . . . . . . . Permit Noe'Z%s . . .Date Of Permit. . .. . . .. . . . . . . . .Applicant. .T. -4. 4.W Health Dept. Approval. C:�d -9�-.��Q . . . . . .Underwriters Approval. JZ-78.q Planning Board Approval. . . .. . . . . ... . . . . . . . . . . . . Al y Qg t-�6 Request for: Temporary Certificate. . . . . . . . . . . Final Certicate. /K. . . . . . Fee Submitted: $. . � �. . . . . . . . . . . . . . . . APPLICANT CO-f-Las,210 ,65.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] F NDATION 2ND [ INSULATION [ RAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: �_ /Il1/hyLn-r� v DATE���v_IN8PECT0 7ss.isox BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ j FIREPLACE & CHIMNEY REMARKS: ��y-�in � cyreP DATE INSPECTOR 765.1802 BUILDING DEPT. INSPECTI 9N [ ) FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: DATE INSPECTO BUILDING DEPT. 14SPECTION [ UNDATION IST [ ] ROUGH PLBG. ] FOUNDATION 2ND [ ] INSULATION [ j FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: DATE INSPECTO c�2 c?6 5 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] 1 ULATION [ ] FRAMING FINAL [ ] FIREPLACE 8 CHIMNEY REMARKS: � "—q3rdrgQf.,a� DATE INSPECTO 36 31� 76!1-1802 BUILDING DEPT. INSPECTIO"'-�-' [ ] FOUNDATION IST [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ J FRAMING [ ] FINAL [ ] FIREPLACE CHIMNEY REMARKS- DATE��c� � INSPECTOR P l Gl,f) I NS1'LGI LUN REPOR-l' DA.1 ' F0IINDA-1'1 ON ( I S'1') II �— r- oAd— FOUNDATION (2ND)-------------------- II 47 ROUGH FRAME 6 II - PLUMBING 'Ia. lo II T NSIIT.A'I'7ON PER N. Y. S'I'ATr rNrRGY Ij CUDr I u eo II 1 II7 H F LNAT, li - OjADD OF I OVAL COMMENT'S: jHd--- 1 , A Albert J. Krupski, President ,`� �Gy Town Hall John Holzapfel, Vice President c 53095 Main Road Jim King c ,? P.O. Box 1179 Martin H. Garrell �y Southold,New York 11971 Peter Wenzel ��,( �►a Telephone (516)765-1892 Fax (516) 765-1823 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD June 28, 1996 Pill Kelly 22355 Cox Lane Unit 44 - ' Cutchogue NY 11935 BLD i Re: ROBERT & CHRISTA BROWN - �.,"_"' - '' SCTM X45-4-6.1 Dear Mr. Kelly, The following action was taken by the. Board of Town Trustees during its regular meeting held on June 27, 1996, regarding the above matter: WHEREAS, ROBERT & CHRISTA BROWN, applied to the Southold Town Trustees for a permit under the provisions of. the Wetland ordinance of the Town of Southold, application dated June 12, 1996, and, WHEREAS, said application was referred to the Southold Town Conservation Advisory Council for their findings and recommendations, and WHEREAS, a Public Hearing was held by the Town Trustees with respect to said application on June 27, 1996, at which time all interested persons. were given an opportunity to be heard, and, WHEREAS, the Board members have personally viewed and are familiar with the premises in question and the surrounding area, and, WHEREAS, the Board has considered all the testimony and. documentation submitted concerning this application, and, WHEREAS, the structure complies with the standard set forth in Chapter 97-18 of the Southold Town Code, WHEREAS, the Board has determined that the project as proposed will not affect the health, safety and general welfare of the people of the town, NOW THEREFORE BE IT, RESOLVED, that the Board of Trustees approves the application of ROBERT & CHRISTA BROWN to construct 1,800 s.f. building with 18 gravel parking spaces and sanitary system. Located: Route _ 25, Greenport. -BE IT FURTHER RESOLVED that this determination. should not be considered a determination made for any other Department or Agency which may also have an application pending for the same or similar project. Permit to construct project will expire two years from the date it is signed. Fees must be paid, if applicable, and, permit issued within six months of the date of this notification. Two inspections are required and the Trustees are to be notified upon completion of said project. FEES: None Very truly yours, Albert J. rupski, Jr. President, Board of Trustees AJK/djh cc. CAC DEC BLDG. DEPT. ` PLAN. BRD. F-QC-; s, rSzD w s '11 IEk Board Of Southold Town Trustees7. r�- ,n SOUTHOLD, NEW YORK , e° T� Z� PERMIT NO. _ _ DATE: ...6/.27/.96............ `..' 1 ISSUED TO ..... ...ROBERT & .CHRISTA BROWN II. �I tin \ Pursuant to the provisions of Chapter 615 of the Laws of � the State of New York, 1893; and Chapter 404 of the Laws of the �M ' State of New York 1952; and the Southold Town Ordinance en- titled "REGULATING AND THE PLACING OF OBSTRUCTIONS ! °- IN AND ON TOWN WATERS AND PUBLIC LANDS and the REMOVAL OF SAND, GRAVEL OR OTHER MATERIALS FROM LANDS UNDER TOWN WATERS;" and in accordance with the I `` Resolution of The Board adopted at a meeting held on ...6./2.7/96...... 19 96_, and in consideration of the sum of $ 150.00 _ paid by Bill_ Kelly..for ROBERT_._& _CHRISTA BROWN of .. . Greenport_ .. _ _ .. N. Y. and subject to the =a Terms and Conditions listed on the reverse side hereof, ? of Southold Town Trustees authorizes and permits the following: Wetland Permit to construct 1,800 s.f. building with 18 grave .1 parking spaces and sanitary system. all in accordance with the detailed specifications as presented in the originating application. a� IN WITNESS WHEREOF, The said Board of Trustees here- iE by causes its Corporate Seal to be affixed, and these presents to yl be subscribed by a majority of the said Board as of this date. i �FFO \ c t 4 j Trustees J% 3 _l_ IFFO(,�-�O PLANNING BOARD MEMBERS BENNETT ORLOWSKI,JR. p Town Hall, 53095 Main Road Chairman y Z P.O. Box 1179 v' Southold, New York 11971 WILLIAM J.CREMEAS KENNETH L.EDWARDS LATHAM Fax(516) 765-3136 �Ql ��� Telephone(516) 765-1938 GEORGE RITCHIE LATHAM,JR. RICHARD G.WARD PLANNING BOARD OFFICE - ��— TOWN OF SOUTHOLD AUG WT TO: Michael Verity, Building Inspector FROM: Robert G. Kassner, Site Plan Reviewer RE: Sunrise Coach Company Main Road, Greenport SCTM# 1000-45-4-6 . 1 DATE: August 11, 1997 On this date an inspection was made of the above property to determine if all elements of the approved site plan had been accomplished. As mentioned in our memo of May 30, 1997 , the handicapped parking space had not been paved. This area has now been paved and a split rail fence has been installed around the front area. The fence will require a permit from the Building Department. Suitable notes have been placed in the file that the fence has been added to the plan. The Planning Board recommends that a C.O. be issued. MORTON BUILDINGS, INC. 309/263-7474 252W.Adams,P.O.Box 399•Morton,Illinois 61550-0399 May 23 , 1997 Mr. Bob Kastner Southold Building Department Main Road Southold, New York 11971 RE: Robert and Christa Brown Main Road Greenport, NY 11944 30 'w x 9 'h x 6011 Office Building Permit # 23639z Dear Mr. Kastner: I am writing to confirm and advise that the subject job has been completed according to my drawings dated 9-5-96 . I have been advised by my field representative that the construction was in strict accordance to the plans, using the material specified, without substantial deviation. If there should be further questions, regarding this job, please advise. Yours truly, 7M ON BUILDI G INC. Ronald L.L L. Sutton, P. E. Building Code Coordinator , N L V 4 ' ',;2AW4 RLS/kn � ,+ ,_ Excellence — Since 1903 §771.4 TITLE 9 EXECUTIVE hoistway shall be of noncombustible material with no opening other than those essential for ventilation and elevator-operating equipment. (13) Access to machine rooms shall be through self-closing and self-locking doors,open- able from the inside, meeting the applicable fire-resistance requirements set forth in section 770.3(b)of this code and subdivision(1)of this section. (i) Enclosure of commercial kitchens and cooking spaces. (1) Kitchens shall be enclosed by construction having a fire-resistance rating of at least two hours;except that the enclosure may have a fire-resistance rating of one hour where a special sprinkler installation conforming to section 1060.4(g)of this code is provided in such kitchens. (2) Openings between a kitchen and dining room shall be provided with opening protec- tives as follows: (i) automatic or self-closing 1%2-hour opening protectives, where the kitchen is not sprinklered;or (ii) automatic or self-closing 3/4-hour opening protectives, where the kitchen is sprin- klered. ` (3) Openings between a kitchen and a dining room shall be permitted without opening protectives as follows: (i) the kitchen and pantry shall be equipped with a special sprinkler installation; �► (ii) a hood exhaust system for cooking equipment shall be provided and protected with a fixed-pipe fire extinguishing system; (iii) a noncombustible draft curtain shall extend down a minimum of 24 inches from the ceiling above the opening;and (iv) the opening shall be protected by sprinkler heads located on the kitchen side within 24 inches of the draft curtain and spaced not more than six feet apart, except that such sprinkler protection of the opening need not be provided where exits required from the �. dining room open directly to the exterior at grade. (4) Kitchens serving areas which are accessory to the primary occupancy,are not required to be separately enclosed as provided in paragraph(1)of this subdivision,if cooking equipment is only of the domestic type. (5) Cooking spaces other than kitchens which are combined with or located adjacent to or within the dining areas, such as in coffee shops,shall be separated from the dining area by a smoke and a draft baffle. (6) A coffee shop,luncheonette or similar accessory space which has commercial cooking appliances with an exhaust system in conformity with reference standard RS 62-3(see section 1250.3 of this code) shall be permitted without a separate enclosure. For additional require- ments for an area of public assembly,see Part 790 of this code. (7) For requirements in daycare centers,see section 771.7 of this code. (j) Enclosure of heea-producing equipment and refuse rooms. (1) High-capacity heater rooms shall be located in a separate building or be enclosed by noncombustible construction having a fire-resistance rating of not less than two hours,except as set forth in paragraph(6)of this subdivision.For additional requirements see section 765.l(o)of this code. (2) Moderate-capacity heater rooms shall be enclosed by construction having a fire- resistance rating of not less than one hour, except as set forth in paragraph (6) of this subdivision. For additional reuirements see section 765.1(o)of this code. (3) Unit heaters shall be installed in conformity with section 1000.2(o)of this code. (4) Low-capacity heater rooms shall not be required to be enclosed except in buildings of groups C5 and C6 occupancy,and except as set forth in paragraph(5)of this subdivision. (5) Fuel-burning heat-producing equipment for aircraft hangars,garages,gasoline service stations,and for occupancies in which flammable materials are processed,used or stored,shall be located in separate buildings or in rooms enclosed by vapor-tight noncombustible construe- 12,232 Executiv� Jan-Oct 1995 3 '97 11:24AM MOFTC!rl Fi_L'GS,F`=TlcliiiIll_ P. CABOIANSI Al 17.1.1992 ing,means that a person's hand will find the ynd of CrAs, alnpee-*1t0epa1 thrt(r, !:4fi ,)n w0m, erc, (this portion of) the handrail at about the carne Ire- ground or floor Mrfacefk Mute coni dergk)le -Tifi- stant as the leading foot contacts tite landing star- culty in propelling ei whoeiuhair ire a Mlwigt{lns% face. Either a termination (with a return) or a horn zontal extension is suitable at this point. A4.6.2 Cleans®t; ie� t,ervel, ".s trod jrti th•q derd, a"cliange in levet"is a Chengo in tho e!rAv1,- nequirement 4.8,11,4 essentially says tho the bot- tion of a walking sur'acG. For changes% Ir, *,o! tom landing horizontal extension Is only requirf)j greater than 1l`2 iii 03 MM), 4.8.2,2 Oiauld rrGt bre where it is possible to provide it in relation to a wall construed as prohibiting the +js;e of rt ora guard. f8cr?with a slope of 1:2(1 mrocin►ur:l to a Umof A4.4 protruding protruding ObJeM, change in elevation.Asirt:iieutgc!in.�,?�.i,ban iv. Guide dogs are trained to recognize and avoid celsibta rot>te Is perm111r10 io sl,s�,c 1:20, mrAirrwrt., g When so sloped, a [hangs iii elevalkni re�+.'rq''r hazards. However, most people with severe inn- in r�fe��a,uon >:trs riot int��tr�• pairments c�ct;uM, Such Choreas of vision use the long cane as an aid to ed to be subject to changes mobility. The customary cane technique is whew the cane arcs from side to side and touches points A4.5,3 Carpft Much rnoir,is to by a.1on� r» outside both shoulders, oiling hcth quantitative and gurlftarife,; Potentially hazardous objects may be detected by carpeting. However,cer'lain fulN-411untif rllr tics erg well established. Mimi long cane users if they fall within the detection padding are uv@d, it is desirat.43101��rrR tr 'ri'; ► range of canes. See Fig. 8A4.4. Visually Impaired movement(preferably non!7)bqtyr;'iF o!`ir: people walking toward an object detect an over. the p+r{ and the -i.,1 and ,k,, e 4rf4"` hang If its lowest surface is no higher than 27 in allow the carpel to hurnp o, wafp, +;, t.trt��►!; r_rf- (685 mm), When walking alongside protruding ob• ficked areas, a thick, soft (p.ust�, r.;' jects, they do not detect overhangs. Because of $rtfrularl in c�,rnbittw ror� �.vitk+ tnr;r� imperfect forward protection provided b tate lore p y t r cane and individual variations In how scilla use urates it difficult frl��ind'+�'idla�ls �;,w, r-�4r;•,��,� ,�r:�; p those with other ar'nrlulats ry thuir canes, detection of protruding objects Is not about.This dm n-:)t pra.;lus e., thele assured individuals with low vision may have poor meat whore traffio is lightt I"ir,�t �rari� acuity or depth perception and can not reliablysee ,,fits r"� achieved through proper sel3ctlr-an Floor ow lying Protruding . ..objects. bort Of pad and carpet,aomr3tfrnrs w,tth thor;fir:,i r°• ]n ng rotrudin ob M -A'4'.'�"Qround and tion of the pad or cushion, and r:ti %a h piilr inS. rel ��"� r Surfaces tlon. A4.6,1 General. Ambulant and serniamburant A people who have difficulty maintaining balance A4.6 Perking Spaces and paasii�rq:: and those with restricted gaits are particularly sen- ZQnvs sitive to slipping and tripping hazards. For such 4,4.6.1 Qaneral. Parking t ,'r:e+s people, a stable and regular surface is necessary POOPIC with physical disab.fi.fts� to walk safely. Wheelchairs are propelled most Passengar loading Zorles that a wat fl, r .� easily on surfaces that are hard, stable, and re gu- building are reccmmended to be lountn#! ;,r, .h lar.Soft,loose surfaces such as shag carpet,loose shortest possible awce►sslbio:irci.7fntimn ;%log i < <, sand, gravel,crushed stone or wet clay, and irreg• eccessf{ylg ortrence of ih? h►.tildhlq ir. ular surfaces such as cobblestone,significantly Im- pedemovement of a wheelchair. Rarki"+A str�rctures or IMP that dca not g�r���)r.�P. uiar building, Parking spacs: fo" Slip resistance is based on the frictional force nee- physical disability are recomrr,er,,dart to weary to keep a shoe or crutch tip from slipping on on the shortest possi,%Ie trine, tr, a walking surface under the conditions of use likely cessible pedestrian entmnco of the parking f:ec„l,y, to be found on the surface. Although it is known A4.6.2 parking Spacer-. S!gtr cias;grtnts;g that the static coefficient of friction Is one basis of ing spaces for a pe with with a pt, 1.at eiir:ab,lFrw slip resistance, there is not as yet a generally ac- are seen from a driver's slut If tl'r;� signs etre cepted rhethod to evaluate the slip resistance of - mounted high enough abovFs the glMnd and Iocm- walking surfaces for all use conditions, ed at the front of a parking space, r PLANNING BOARD MEMBERS O��S�FF01/(c � Town Hall, 53095 Main Road RICH A RD G.WARD o= 1 P.O. Box 1179 GEORGE RITCHIE LATHAM,JR. y Z Southold,New York 11971 W (51fi}. BENNETT ORLOWSHI,JR. .765-3136 Q Fax WILLIAM J.CREMERS y O�� Telephone(516) 765-1938 KENNETH L.EDWARDS PLANNING BOARD OFFICE TOWN OF SOUTHOLD TO: Michael Verity, Building Inspector FROM: Robert G. Kassner, Site Plan Reviewer RE: Sunrise Coach Company Main Road, Greenport SCTM# 1000-45-4-6 . 1 DATE: May 30, 1997 On this date an inspection was made of the above property to determine if all elements of the approved site plan had been accomplished. The only remaining item was that the handicapped parking space had not been paved. Mr. Brown has agreed to install a compacted surface, (concrete or blacktop) . Mr. Brown will call you when this has been completed. The Board then recommends that a C.O. be issued. LP-GAS EQUIPNIEN'1-A\D:\I'PL1A\CES 58_21 fusion and factory-assembled transition fittings shall be Exception: Valves used at higher pressure as specified in permitted to be used to make joints in all sizes of polyeth- 2-4.5.2(a). ylene pipe being used. Mechanical compression-type fit- (c) Valves (except appliance valves) to be used with tings shall not be used on any polyethylene pipe above 2 in. vapor LP-Gas at pressures not to exceed 125 psig 0.9 MPa IPS size. All fittings used to join polyethylene pipe or poly- gauge) shall be suitable for a working pressure of at least ethylene tubing shall be tested and recommended by the 125 psig (0.9 MPa gauge). manufacturer for use with polyethylene(PE) pipe and shall be installed according to the manufacturer's written pro- 2-4.5.3 Manual shutoff valves, emergency shutoff valves cedure. For heat fusion, these instructions shall be specific to (see 2-4.5.4), excess-flow check valves, and backflow check the type and grade of polyethylene being joined. Polyethylene valves used in piping systems shall comply with the provi- pipe shall not be joined by a threaded or miter joint. sions for container valves. [See 2-3.3.3(a), (b), and (c).] (1) Polyethylene fusion fittings shall conform to ASTM D 2683, Specifications for Socket-type Polyethylene (PE) 2-4.5.4 Emergency shutoff valves shall be approved and Fittings for Outside Diameter Controlled Polyethylene Pipe or incorporate all of the following means of closing(see 3-2.5.9 ASTM D 3261, Specification for Butt Heat Fusion Polyethylene and 3-3.3.4): (PE) Plastic Pipe and Tubing, or ASTM F 1055, Specifications (a) Automatic shutoff through thermal (fire) actuation. for Elec&ofusion Type Polyethylene Fittings for Outside Diameter When fusible elements are used they shall have a melting Controlled Polyethylene Pipe and Tubing and be recom- point not exceeding 250'F (121°C). mended by the manufacturer for use with LP-Gas. (b) Manual shutoff from a remote location. (2) Mechanical fittings shall comply with Category 1 (c) Manual shutoff at the installed location. of ASTM D 2513 for mechanical joints and shall be tested and shown to be acceptable for use with polyethylene pipe and polyethylene tubing. 2-4.6 Hose, Quick Connectors, Hose Connections, and a. Compression-type mechanical fittings shall Flexible Connectors. include a rigid internal tubular stiffener, other than a split 2-4.6.1 Hose, hose connections, and flexible connectors tubular stiffener to support the pipe. Gasket material in the (see definition)shall be fabricated of materials resistant to the fitting shall be resistant to the action of LP-Gas and shall be action of LP-Gas both as liquid and vapor. If wire braid is compatible with the polyethylene pipe (PE) material. used for reinforcement, it shall be of corrosion-resistant b. Fitting shall be installed according to the proce- material such as stainless steel. dure provided by the manufacturer. 2-4.6.2 Hose and quick connectors shall be approved (see (3)* All persons installing polyethylene piping shall definition of Approved, Section 1-7, Definitions). be trained under the applicable joining procedure. The training shall be documented. 2-4.6.3 Hose, hose connections, and flexible connectors used for conveying LP-Gas liquid or vapor at pressures in 2-4.5 Valves, Other than Container Valves. excess of 5 psig (34.5 kPa gauge), and as provided in Sec- tion 3-4 regardless of the pressure, shall comply with 2-4.5.1 Pressure containing metal parts of valves (except 2-4.6.3(a) and (b): appliance valves), including manual positive shutoff valves, excess-flow check valves, backflow check valves, emergency (a) Hose shall be designed for a working pressure of shutoff valves (see 2-4.5.4), and remotely controlled valves 350 psi (240 MPa) with a safety factor of 5 to 1 and be con- (either manually or automatically operated), used in piping sinuously marked "LP-GAS," "PROPANE," "350 PSI systems shall be of steel, ductile (nodular) iron, malleable WORKING PRESSURE," and the manufacturer's name or iron, or brass. Ductile iron shall meet the requirements of trademark. ANSI/ASTM A 395 or equivalent and malleable iron shall (b) Hose assemblies, after the application of connec- meet the requirements of ANSI/ASTM A 47 or equivalent. tions, shall have a design capability of withstanding a pres- All materials used, including valve seat discs,packing,seals, sure of not less than 700 psig (4.8 MPa gauge). If a test is and diaphragms, shall be resistant to the action of LP-Gas made, such assemblies shall not be leak tested at pressures under service conditions. higher than the working pressure [350 psig (2.4 MPa gauge) minimum] of the hose. 2-4.5.2 Valves shall be suitable for the appropriate work- ing pressure, as follows: 2-4.6.4 Hoses or flexible connectors used to supply LP-Gas to utilization equipment or appliances shall be (a) Valves used at pressures higher than container pres- installed in accordance with the provisions of 3-2.8.8 and sure, such as on the discharge of liquid transfer pumps, 3-2.8.10. shall be suitable for a working pressure of at least 350 psig (2.4 'VIPa gauge) [400 psig (2.8 MPa gauge) WOG valves comply with this provision]. 2-4.7 Hydrostatic Relief Valves. Hydrostatic relief valves designed to relieve the hydrostatic pressure that might (b) Valves to be used with liquid LP-Gas, or with vapor develop in sections of liquid piping between closed shutoff LP-Gas at pressures in excess of 125 psig (0.9 MPa gauge), valves shall have pressure settings not less than 400 psig but not to exceed 250 psig 0.7 MPa gauge), shall be suit- (2.8 MPa gauge) or more than 500 psig (3.5 MPa gauge) able for a working pressure of at least 250 psig (1.7 MPa unless installed in systems designed to operate above gauge). 350 psig (2.4 MPa gauge). Hydrostatic relief valves for use 1992 Edition 58-22 LIQUEFIED PETROLEUM GASES in systems designed to operate above 350 psig (2.4 MPa 2-5.2 Pumps. gauge) shall have settings not less than 110 percent or more than 125 percent of the system design pressure. 2-5.2.1 Pumps shall be designed for LP-Gas service. 2-5 Equipment. 2-5.2.2 The maximum discharge pressure of a liquid pump under normal operating conditions shall be limited 2-5.1 General. to 350 psig (2.4 MPa gauge). 2-5.1.1 This section includes fabrication and performance 2-5.3 Compressors. provisions for the pressure containing metal parts of LP-Gas equipment such as pumps, compressors, vaporiz- 2-5.3.1 Compressors shall be designed for LP-Gas service. ers, strainers, meters, sight flow glasses, and regulators. Containers are not subject to the provisions of this section. 2-5.3.2 Means shall be provided to limit the suction pres- 2-5.1.2 Equipment shall be suitable for the appropriate sure to the maximum for which the compressor is working pressure as follows: designed. (a) Equipment to be used at pressures higher than con- 2-5.3.3 Means shall be provided to prevent the entrance tainer pressure, such as on the discharge of a liquid pump, of LP-Gas liquid into the compressor suction, either inte- shall be suitable for a working pressure of at least 350 psig gral with the compressor or installed externally in the suction (2.4 MPa gauge). If pressures above 350 psig (2.4 MPa piping[see 3-2.11(6)]. Portable compressors used with tempo- gauge) are necessary, the pump and all equipment under rary connections are excluded from this requirement. pressure from the pump shall be suitable for the pump discharge pressure. 2-5.4 Vaporizers,Tank Heaters, Vaporizing-Burners, and (b) Equipment to be used with liquid LP-Gas, or vapor Gas-Air Mixers. LP-Gas at pressures over 125 psig(0.9 MPa gauge)but not to exceed 250 psig (1.7 IviPa gauge), shall be suitable for a 2-5.4.1 Vaporizers shall be permitted to be of the indirect working pressure of at least 250 psig (1.7 MPa gauge). type (utilizing steam, hot water, or other heating medium), (c) Equipment to be used with vapor LP-Gas at pressures or direct fired. This subsection does not apply to engine over 20 psig (138 kPa gauge), but not to exceed 125 psig fuel vaporizers or to integral vaporizer-burners such as (0.9 MPa gauge), shall be suitable for a working pressure of those used with weed burners or tar kettles. at least 125 psig(0.9 MPa gauge). 2-5.4.2 Indirect vaporizers shall comply with the following: (d) Equipment to be used with vapor LP-Gas at pres- sures not to exceed 20 psig (138 kPa gauge) shall be suit- (a) Indirect vaporizers shall be constructed in accor- able for a working pressure adequate for the service in dance with the applicable provision of the ASME Code for which it is to be used. a design pressure of 250 psig(1.7 MPa gauge) and shall be permanently and legibly marked with: 2-5.1.3 Equipment shall be fabricated of materials suit able for LP-Gas service and resistant to the action of (1) The marking required by the Code. LP-Gas under service conditions. The following shall also (2) The allowable working pressure and tempera- apply: ture for which designed. (a) Pressure-containing metal parts shall be of steel,duc- (3) The sum of the outside surface area and the file (nodular) iron (ASTM A 395 or A 536 Grade 60-40-18 inside heat exchange surface area in sq ft. or 65-45-12), malleable iron (ASTM A 47), higher strength gray iron (ASTM A 48, Class 40B),brass,or the equivalent. (4) The name or symbol of the manufacturer. (b) Cast iron shall not be used for strainers or flow indi- cators that shall comply with provisions for materials for Exception: Indirect vaporizers /saving an inside diameter of 6 in. (152 mm)or less shall not be marked. They shall be constructedconstruction of valves (see 2-4.5.1). for a minimum 250 psig(1.7 MPa gauge)design pressure. (c) Aluminum shall be permitted to be used for approved meters. (b) Indirect vaporizers shall be provided with a suitable automatic means to prevent liquid passing through the (d) Aluminum or zinc shall be permitted to be used for vaporizer to the vapor discharge piping. This means shall approved regulators. Zinc used for regulators shall comply be permitted to be integral with the vaporizer or otherwise with ASTM B 86. provided in the external piping. (e) Nonmetallic materials shall not be used for upper (c) Indirect vaporizers, including atmospheric-type and lower casings of regulators. vaporizers using heat from the surrounding air or the ground, and of more than one quart (0.9 L) capacity, shall 2-5.1.4 Engines used to drive portable pumps and com- be equipped,at or near the discharge, with a spring-loaded pressors shall be equipped with exhaust system spark pressure relief valve providing a relieving capacity in accor- arresters and shielded ignition systems. dance with 2-5.4.5. Fusible plug devices shall not be used. 1992 Edition LP-GAS EQUIPMENT AND APPLIANCES 58_23 (d) Indirect atmospheric-type vaporizers of less than Exception: Heat exchangers for waterbath vaporizers having an one quart (0.9 L)capacity need not be equipped with pres- inside diameter of 6 in. (152 mm) or less are exempt from the sure relief valves, but shall be installed in accordance with ASME Code and shall not be required to be marked. 3-7.2.7. (b) Heat exchangers for waterbath vaporizers shall be 2-5.4.3 Direct-fired vaporizers shall comply with the fol- provided with a suitable automatic control to prevent liq- uid passing through the heat exchanger to the vapor dis- lowing: charge piping. This control shall be integral with the (a) Design and construction shall be in accordance with vaporizer. the applicable requirements of the ASME Code for the (c) Heat exchangers for waterbath vaporizers shall be working conditions to which the vaporizer will be sub- equipped at or near the discharge with a spring-loaded jetted, and the vaporizer shall be permanently and legibly pressure relief valve providing a relieving capacity in marked with: accordance with 2-5.4.5. Fusible plug devices shall not be (1) The markings required by the Code. used. (2) The outside surface area in sq ft. (d) Waterbath sections of waterbath vaporizers shall be designed to eliminate a pressure buildup above the design (3) The area of the heat exchange surface in sq ft. pressure. (4) The maximum vaporizing capacity in gal per (e) The immersion heater that provides heat to the hour. waterbath shall be installed so as not to contact the heat (5) The rated heat input in Btuh. exchanger and shall be permitted to be electric or gas- fired. (6) The name or symbol of the manufacturer. (f) A control to limit the temperature of the waterbath (b) Direct-fired vaporizers shall be equipped, at or near shall be provided. the discharge, with a spring-loaded pressure relief valve providing a relieving capacity in accordance with 2-5.4.5. (g) Gas-fired immersion heaters shall be equipped with The relief valve shall ca located so as not c subject to an automatic safety device to shut off the flow of gas to the temperatures in excess of 140°F (60°C). Fusible plug main burner and pilot in the event of flame failure. devices shall not be used. (h) Gas-fired immersion heaters with an input of (c) Direct-fired vaporizers shall be provided with suit- 400,000 Btuh (422 mJ/h) or more shall be equipped with able automatic means to prevent liquid passing from the an electronic flame safeguard and programming to pro- vaporizer to its vapor discharge piping. vide for prepurge prior to ignition, proof of pilot before main burner valve opens, and full shutdown of main gas (d) A means for manually turning off the gas to the and pilot upon flame failure. main burner and pilot shall be provided. (i) A means shall be provided to shut off the source of (e) Direct-fired vaporizers shall be equipped with an heat in case the level of the heat transfer medium falls automatic safety device to shut off the flow of gas to the below the top of the heat exchanger. main burner if the pilot light is extinguished. If the pilot flow exceeds 2,000 Btuh (2 MJ/h), the safety device shall 2-5.4.5 The minimum rate of discharge in cu ft of air per shut off the flow of gas to the pilot also. minute for pressure relief valves for LP-Gas vaporizers, either of the indirect type or direct fired, shall be deter- (fl Direct-fired vaporizers shall be equipped with a limit mined as follows: control to prevent the heater from raising the product pressure above the design pressure of the vaporizer equip- (a) The surface area of that part of the vaporizer shell ment, and to prevent raising the pressure within the stor- directly in contact with LP-Gas shall be added to the heat age container above the pressure shown in the first column exchange surface area directly in contact with LP-Gas to of Table 2-2.2.2 corresponding with the design pressure of obtain the total surface area in sq ft. the container (or its ASME Code equivalent—see Vote 1 of (b) Refer to Table E-2.2.2 to obtain the rate of discharge Table 2-2.2.2). in cu ft of air per minute (Flow Rate CFM Air) for the total surface area in sq ft for the vaporizer computed in accor- 2-5.4.4 Waterbath vaporizers shall comply with the following: dance with 2-5.4.5(a). (a) The vaporizing chamber, tubing, pipe coils, or other hb - 2-5.4.6 Direct gas-fired tank heaters shall be designed heat exchange surface containing the LP-Gas to e vaporeat hereinafter referred to as "heat exchanger," shall b exclusively for outdoor aboveground use and so that there constructed in accordance with the applicable provisionsizedis no direct flame impingement upon the container. The of the ASME Code for a minimum design pressure of following shall also apply: 250 psig (1.7 MPa gauge) and shall be permanently and (a) Tank heaters shall be approved and be permanently legibly marked with: and legibly marked with: (1) The marking required by the Code. (1) The rated input to the burner in Btuh. (2) The allowable working pressure and tempera- (2) The maximum vaporizing capacity in gal per ture for %%hick designed. hour. (3) The name or symbol of the manufacturer. (3) The name or symbol of the manufacturer. 1992 Edition 58-24 LIQUEFIED PETROLEUM GASES (b) The heater shall be designed so that it can be readily (h) Pressure-regulating and control equipment located removed for inspection of the entire container. downstream of the vaporizing section shall be designed to (c) The fuel gas supph. connection to the tank heater Withstand the maximum discharge temperature of the hot shall originate in the vapor space of the container being vapor. - heated and shall be provided with a manually operated 2-5.4.8 Gas-air mixers shall comply with the following: shutoff valve at the heater. (d) The heater control system shall be equipped with an (a) Gas-air mixers shall be designed for the air, vapor,and automatic safety shutoff valve of the manual-reset type mixture pressures to which they are subjected. Piping mate- rials shall comply with applicable portions of this standard. arranged to shut off the flow of gas to both the main and pilot burners if the pilot flame is extinguished. (b) Gas-air mixers shall be designed so as to prevent the (e) When installed on a container exceeding 1,000 gal formation of a combustible mixture. Gas-air mixers that (3.8 in water capacity, the heater control system shall are capable of producing combustible mixtures shall be off the flow of gas to equipped with safety interlocks on both the LP-Gas and air include a valve to automatically shut o both the main and pilot burners if the container becomes supply lines ad. shut down the system if combustible limits are approached. empty of liquid. ' (c) In addition to the interlocks provided for in (f) Direct gas-fired tank heaters shall be equipped with a -5.4.8(b), a method shall be provided to prevent air from limit control to prevent the heater from raising the pres- accidentally entering gas distribution lines without LP-Gas sure in the storage container to more than 75 percent of being present. Check valves shall be installed in the air and the pressure shown in the first column of Table 2-2.2.2 LP-Gas supply lines close to the mixer to minimize the corresponding with the design pressure of the container possibility of backflow of gas into the air supply lines or of (or its ASME Code equivalent—see .Note 1 of Table 2-2.2.2). air into the LP-Gas system. Gas-mixing control valves in the LP-Gas and air supply lines that.are arranged to fail 2-5.4.7 Vaporizing-burners shall be constructed with a closed when actuated by safety interlock trip devices shall minimum design pressure of 250 psig (1.7 MPa gauge) be considered as acceptable shutdown devices. with a safety factor of 5 and shall comply with 2-5.4.7(a) through (h): (d) Where it is possible for condensation to take place between the vaporizer and the gas-air mixer, an interlock (a) The vaporizing-burner, or the appliance in which it shall be provided to prevent LP-Gas liquid from entering is installed, shall be permanently and legibly marked with: the gas-air mixer. (1) The maximum burner input in Btuh. (e) Gas-air mixers that utilize the kinetic energy of the (2) The name or symbol of the manufacturer. LP-Gas vapor to entrain air from the atmosphere, and are so designed that maximum air entrained is less than 85 (b) Vaporizing coils or jackets shall be made of ferrous percent of the mixture, need not include the interlocks metals or high-temperature alloys. specified in 2-5.4.8(6), (c), and (d), but shall be equipped (c) The vaporizing section shall be protected by a hydro- with a check valve at the air intake to prevent the escape of static relief valve, located where it will not be subject to gas to atmosphere when shut down. Gas-air mixers of this temperatures in excess of 140°F (60°C), and with a pres- type, receiving air from a blower, compressor, or any sure setting such as to protect the components involved but source of air other than directly from the atmosphere, shall not lower than 250 psig (1.7 MPa gauge). The relief valve include a method of preventing air without LP-Gas, or discharge shall be directed upward and away from the mixtures of air and LP-Gas within the flammable range, component parts of the vaporizing burner. Fusible plug from entering the gas distribution system accidentally. devices shall not be used. 2-5.5 Strainers. Strainers shall be designed to minimize (d) A means shall be provided for manually turning off the possibility of particulate materials clogging lines and the gas to the main burner and the pilot. damaging pumps, compressors, meters, or regulators. The (e) Vaporizing-burners shall be provided with an auto- strainer element shall be accessible for cleaning. uratic safety device to shut off the flow of gas to the main burner and pilot in the event the pilot is extinguished. 2-5.6 Meters. (0 Dehvdrators and dryers utilizing vaporizing-burners 2-5.6.1 Vapor meters of the tin or brass case type of sol- shall be equipped with automatic devices both upstream dered construction shall not be used at pressures in excess and downstream of the vaporizing section. These devices of 1 psig (7 kPa gauge). shall be installed and connected to shut off in the event of excessive temperature, flame failure, and if applicable, 2-5.6.2 Vapor meters of the die cast or iron case type insufficient air flow. See NFPA 61 B,Standard for the Preven- shall be permitted to be used at any pressure equal to or tion of' Fires mrd Explosions in Grain Elevators and Facilities less than the working pressure for which they are designed Handling Bulk Raw Agricultural Commodities,for ignition and and marked. combustion controls applicable to vaporizing-burners asso- ciated with grain dryers. 2-5.7 Dispensing Devices. (g) Pressure regulating and control equipment shall be so located or so protected as not to be subject to temperatures 2-5.7.1 Components of dispensing devices, such as Above 140°F (60°C), unless it is designed and recommended meters, vapor separators, valves, and fittings within the dis- fo r use by the manufacturer for a higher temperature. penser, shall comply with 2-5.1.2(a) and 2-5.1.3. 992 Edition INSTALLATION OF LP-GAS SYSTEMS 58_25 2-5.7.2 Pumps of dispensers used to transfer LP-Gas shall 2-6.2 Provisions for Appliances. comply with 2-5.1.2(a), 2-6.1.3. and 2-52. Such pumps shall be equipped to permit control of the flow and to min- 2-6.2.1 Any appliance originally manufactured for opera- imize the possibility of leakage or accidental discharge. tion with a gaseous fuel other than LP-Gas and in good Means shall be provided on the outside of the dispenser to condition, shall be permitted to be used with LP-Gas pro- readily shut off the power in the event of fire or accident. vided it is properly converted, adapted,and tested for per- This means shall be permitted to be integral with the dis- formance with LP-Gas before being placed into use. penser or provided externally when the dispenser is installed (see 3-2.11.0. 2-6.2.2 Unattended heaters used inside buildings for ani- 2-5.7.3 Dispensing hose shall comply with 2-4.6.1 mal or poultry production or care shall be equipped with through 2-4.6.3. An excess-flow check valve complying approved automatic devices to shut off the flow of gas to with 2-4.3.3 or an emergency shutoff valve complying with the main burners, and pilots if used, in the event of flame 2-4.5.3 and 2-4.5.4 shall be installed in or on the dispenser extinguishment or combustion failure. at the point at which the dispenser hose is connected to the liquid piping. A differential back pressure valve shall be IException: Heaters as provided in 3-5.1.3. considered as meeting these provisions. 2-6.2.3 Appliances using vaporizing-burners shall comply 2-5.8 Regulators. Final stage regulators (excluding with 2-5.4.7. appliance regulators) shall be equipped with one of the fol- lowing [see 3-2.6.2(6)for required protection from the elements 2-6.2.4 Appliances used in mobile homes and recre- that shall be prmitted to be integral with the regulator]: ational vehicles shall be approved for such service. (a) A pressure relief valve on the low pressure side hav- ing a start-to-leak pressure setting within limits specified in 2-6.2.5 LP-Gas appliances used on commercial vehicles Table 2-5.8. (see Section 3-8) shall be approved for the service (see (b) A shutoff device that shuts the gas off at the regula- 2-6.1) and shall comply with the following: for inlet when the downstream pressure reaches the over- (a) Gas-fired heating appliances and water heaters shall pressure limits specified in Table 2-5.8. Such a device shall be equipped with automatic devices designed to shut off not open to permit flow of gas until it has been manually the flow of gas to the main burner and the pilot in the reset. event the pilot flame is extinguished. (b) Catalytic heating appliances shall be equipped with Table 2-3.8 an approved automatic device to shut off the flow of gas in the event of combustion failure. Relief Valve Start-to-Leak (c) Gas-fired heating appliances and water heaters to be Regulatory Delivery Pressure Setting, r of ssure enhuman occupancy Delivery PressRegulatory used in vehicles intended for hoccshall make Pressure in psig provisions for complete separation of the combustion sys- (kPa gauge) Minimum Maximum tem and the living space. If this separation is not integral 1 (7)or less 170 300 with the appliance, it shall be provided otherwise by the Above 1 (7), not method of installation (see 3-8.4.2). over 3 (21) 140 250 Above 3 (21) 125 250 Chapter 3 Installation of LP-Gas Systems 2-5.9 Sight Flow Glasses. Flow indicators, either of the 3-1 General. simple observation type or combined with a backflow check valve, shall be permitted to be used in applications in which the observation of liquid flow through the piping is 3-1.1 This chapter applies to the location and field instal- desirable or necessary. lation of LP-Gas systems utilizing components, subassem- blies, container assemblies, and container systems fabri- 2-6 Appliances. cated in accordance with Chapter 2. 2-6.1 Approved Appliances. NOTE: Section 3-2 includes general provisions applicable to most stationary systems.Sections 3-3 to 3-8 extend and mod- 2-6.1.1 This section includes basic construction and per- i1y Section 3-2 for systems installed for specific purposes. formance provisions for LP-Gas consuming appliances. 3-1.2 Installation of systems used in the highway trans- 2-6.1.2 New residential, commercial, and industrial portation of LP-Gas shall be in accordance with Chapter 6. LP-Gas consuming appliances shall be approved. 3-1.3 LP-Gas systems shall be installed in accordance with Exception: For an appliance, class of appliance. or appliance this standard and other national standards or regulations accessor: %or which no applicable >tandard has been developed, that may apply. These include: appro-,al of the authority having :urisdiction wav be required before m4allation is made. (a) NFPA 54, .National Fuel Gas Code (ANSI Z223.1). 1992 Edition 58-26 LIQUEFIED PETROLEUM GASES (b) NFPA 37, Standard for the Installation and Use of Sta- important building,group of buildings,or line of adjoining tionary Combustion Engines and Gas Turbines. property that may be built upon, in accordance with Table (c) NFPA 501A, Standard for Firesafety Criteria for Mobile � 3-2.2.2, Table 3-2.2.4, and Table 3-22.6(t). Home Installations, Sites, and Communities. NOTE: See 3-3.3.1, 3-3.3.2, and 3-3.4.3 for minimum dis- (d) NFPA 501C, Standard on Recreational Vehicles. tances to buildings as outlined in, or referenced by, these respective sections. (e) NFPA 96, Standard for the Installation of Equipment for the Removal of Smoke and Grease-Laden Vapors from Commer- 3-2.2.3 Where storage containers having an aggregate tial Cooking Equipment. water capacity of more than 4,000 gal (15.1 m)are located (f) NFPA 86, Standard for Ovens and Furnaces. in heavily populated or congested areas, the siting provi- sions of 3-2.2.2 and Table 3-2.2.2 shall be permitted to be (g) NFPA 82, Standard on Incinerators, Waste, and Linen modified as indicated by the firesafety analysis described in Handling Systems and Equipment. 3-10.2.3. (h) NFPA 302, Fire Protection Standard for Pleasure and 3-2.2.4 Aboveground multicontainer installations com- Commercial Motor Craft. prised of containers having an individual water capacity of (i) NFPA 61 B, Standard for the Prevention of Fires and 12,000 gal (45 m) or more installed for use in a single Explosions in Grain Elevators and Facilities Handling Bulk Raw location shall be limited to the number of containers in one Agricultural Commodities. group and with each group separated from the next group in accordance with the degree of fire protection provided (j) U.S. DOT Regulations, 49 CFR 191 and 192, for in accordance with Table 3-22.4. LP-Gas pipeline systems subject to DOT. 3-2.2.5 In the case of buildings of other than wood-frame 3-2 General Provisions. construction devoted exclusively to gas manufacturing and distribution operations, the distances in Table 3-2.2.2 shall 13-2.1 Scope. This section includes criteria for location of be permitted to be reduced provided that in no case shall containers and liquid transfer systems; the installation of containers having a water capacity exceeding 500 gal (1.9 container appurtenances and regulators; piping service m'`)be located closer than 10 ft (3 m) to such gas manufac- limitations; the installation of piping (including flexible turing and distributing buildings. connectors and hose); hydrostatic relief valves and equip- ment (other than vaporizers, see Section 3-6); and the test- 3-2.2.6 The following provisions shall also apply: ing of piping systems. (a) Containers shall not be stacked one above the other. 3-2.2 Location of Containers. (b) Loose or piled combustible material and weeds and 3-2.2.1 LP-Gas containers shall be located outside of long dry grass shall not be permitted within 10 ft (3 m) of buildings. anv container. (c) Means shall be used to prevent the accumulation or Exception Va. 1: Portable containers as specifically provided for flow of liquids having flash points below 200°F (93.4°C) in Section 3-4. under adjacent LP-Gas containers such as by dikes, diver- Exception No. 2: Containers of less than 125 gal(OS m')water sion curbs, or grading. capacity for the purposes of being filled in buildings or structures NOTE: For information on determination of flash points complying with Chapter 7. see NFPA 321, Standard on Basic Classification of Flammable Exception No. 3: Containers on LP-Gas vehicles complying and Combustible Liquids. with, and parked or garaged in accordance with, Chapter 6. (d) LP-Gas containers shall be located at least 10 ft from Exception No. 4: Containers used with LP-Gas stationary or the centerline of the wall of diked areas containing flamma- portable engine fuel systems complying with Chapter 8. ble or combustible liquids. Exception Vo. 5: Containers used with'LP-Gas fueled industrial (e) The minimum horizontal separation between above- trucks complying with 8-3.6. ground LP-Gas containers and aboveground tanks contain- Exception Vo. 6: Containers on LP-Gas fueled vehicles garaged ing liquids having flash points below 200°F (93.4'C) shall in accordance with 8-6. be 20 ft (6 m). No horizontal separation shall be required between aboveground LP-Gas containers and under- Exception No. 7: Portable containers awaiting use or resale ground tanks containing flammable or combustible liquids when stored in accordance with Chapter 5. installed in accordance with NFPA 30, Flammable and Com- bustible Liquids Code. 3-2.2.2 Containers installed outside of buildings,whether of the portable type replaced on a cylinder exchange basis Exception: This provision shall not apply when LP-Gas contain- or permanently installed and refilled at the installation. ers of 125 gal A5 m') or less water capacity are installed adja- shall be located with respect to the nearest container, cent to fuel oil supply tanks of 660 gal (2.5 m') or less capacity. 1992 Edition INSTALLATION OF LP-GAS SYSTEMS 58_27 Table 3-2.2.2 Minimum Distances Mounded or Water Capacity Underground Aboveground Between Per Container Containers Containers Containers Gallons(m) [Note(d)] [Note(f)] [Note(e)] Less than 125 (0.5) 10 It(3 m) None None [Note(a)] [Note (b)] 125 to 250 i0.5 to 1.01 10 It(3 m) 10 ft(3 nt) None 251 to 500(1.0 + to 1.9) 10 tt(3 m) 10 ft (3 m) 3 ft ('1 m) 501 to 2,000(1.9 + to 7.6) 10 ft (3 m) 25 ft (7.6 m) 3 ft(I m) [Note(c)] 2,001 to 30.000(7.6 + to 114) 50 ft(15 m) 50 ft (15 m) 5 ft(1.5 m) 30'011M 70.000 (114 — to 265) 50 ft (15 m) 75 ft(23 m) 70.001 to 90.000(265 — to 3.11) 50 ft(15 in) 100 ft(30 m) (1/4 of sum of 90,001 to 120.000 (341 — to 454) 50 It (15 m) 125 ft (38 m) diameters of adja- 120,001 to 200,000(454 to 757) 200 ft(61 m) cent containers) 200,001 to 1.000.000 1757 to 3 785) 300 ft(91 m) Over 1,000.000 (3 7851 400 ft (122 in) Notes to Table 3-2.2.2 Note(a): At a consumer site.if the aggregate water capacity of a multicuntainer installation comprised of individual containers having a water capacity of less than 125 gal (0.5 m') is 501 gal (1.9 + m �or more, the minimum distance shall comply with the appropriate potion of this table,applying the aggregate capacity rather than the capacity per container. If more than one such installation is made,each installation shall be separated from any other installation by at least 25 Ft(7.6 m).Do not apply the MINIMUM DISTANCES BEI-WEEN CONTAINERS to such installations. Note(b): The hollowing shall apple to aboveground containers installed alongside of buildings: (1) DOT specification containers shall be located and installed so that the discharge from the container pressure relief device is at least 3 ft(I tot)horizontalh away from any building opening that is below the level of such discharge.and shall not be beneath any building unless this space is well ventilatedto the out- side and is not enclosed for more than 50 percent of its perimeter.The discharge from container pressure relief devices shall be located not less than 5 ft(1.5 m)in any direction away from any extenor source of ignition.openings into direct-vent(sealed combustion system)appliances,or mechanical ventilation air intakes. (2) ASME containers shall be located and installed so that the discharge tiom the container pressure relief device is at least 3 ft(1 m)horizontally away from anv building opening that is below the level of such discharge,and not less than 5 ft(1.5 in)in anv direction away front any exterior source of ignition,open- ings into direct-vent(sealed combustion system)appliances,or mechanical ventilation air intakes. f(3) The filling connection and the vent from liquid level gauges on either DOT or ASME containers filled at the point of installation shall be not less than 10 ti(3 in)in any direction away From any exterior source of ignition,o sings int i Y-vent(sealed combustion stem)appliances,or mechanical ventilation air intakes. Note(c): This distance mac be reduced to not less titat7TU_f't(3 m)for a stng'Te container of 1,200 gal(4.a mt)water capaoty or ess provided such container is at least 25 ft(7.6 m)from anv other LP-Gas container of more than 125 gal(0.5 m')water capacity. Note(d): Minimum distances for underground containers shall be measured from the pressure relief device and filling or liquid level gauge vent connection at the container,except that no part of an underground container shall be less than 10 It(3 m)from a building or line of adjoining property which may be built upon. Note(e): When underground multicuntainer installations are made of individual containers having a water capacity of 125 gal(0.5 in')or more,such con- tainers shall be installed so as to permit access at their ends or sides to facilitate working with cranes or hoists. Note(f): In applying the distance between buildings and ASME containers of 125 gal(0a m')or more water capacity,a minimum of 50 percent of this hor- izontal distance shall also apply to all portions of the building that project more than 5 ft(1.5 m)from the building wall and that are higher than the relief valve discharge outlet.This horizontal distance shall be measured from a point determined by projecting the outside edge of such overhanging structure ver- tically downward to grade or other level upon which the container is installed.Under no conditions shall distances to the building wall be less than those spec- ified in Table 3-2.2.2. Exception to Note(n: Not applicable to installatiom in tuhich overhanging stnerture is 50 ft(15 rn)or more above the relief valve discharge oudel. Table 3-2.2.4 Maximum Number of Fire Protection Containers in One Minimum Separation Provided by Group Between Groups—feet Hose streams only—see 3-10.2.3 6 50(15 in) Fixed monitor nozzles per 6 25 (7.6 in 3-10.:3.5* Fixed water spray per 3-10.3.4* 9 25 (7.6 m) Insulation per 3-19.:3.1 9 25 (7.6 in) 'In the design of hxed water spray and fixed monitor nozzle systems,the area of container surface to be pro- tected maN reflect portion of conunner:s not likely to be subject to fire exposure as determined by good fire pro- tection engineering practices. 1992 Edition 58-28 LIQUEFIED PETROLEUM GASES Table 3-2.2.6(f) LP-Gas Separation From Oxygen Containers Separation From Gaseous Hydrogen Containers Containers Having An Having An Having An Aggregate Aggregate Aggregate capacity Aggregate capacity Aggregate capacity Aggregate aggregate water capacity of of more than 400 of more than 20,000 of less than capacity of capacity of capacity of 400 CF(11 m')* CF(I1 m')*to CF(566 m'),* 400 CF(11 m')" 400 CF(11 m')"to more than 3000 or less 20,000 CF(566 m'),* including 3000 CF(85 m')* CF(85 m')* including un- unconnected connected reserves reserves 1200 Gal (4.5 m) or less None 20 ft(6 m) 25 ft(7.6 m) Over 1200 Gal (4.5 m) None 20 ft(6 m) 50 ft(15 m) 500Gal (1.9m ) or less done IO ft(3 m) 25 ft (7.6 m) Over 500 Gal (1.9 tn3) None 25 ft(7.6 m) 50 ft (13 m) `Cubic feet measured at 707 and atmospheric pressure. (f) The minimum separation between LP-Gas contain- Exception No. 1: Such structures partially enclosing containers ers and oxygen or gaseous hydrogen containers shall be in shall be permitted if designed in accordance with a sound fire pro- accordance with Table 3-2.2.6(f). tection analysis. Exception: Lesser distances shall be permitted where protective Exception No. 2: Structures used to prevent flannnable or cont- structures having a minimum fire resistance rating of two hours bustible liquid accumulation or flow shall be permitted in accor- interrupt the line of sight between uninsulated portions of the oxy- dance with 3-2.2.6(c). gen or hydrogen containers and the LP-Gas containers. The loca- Exception No. 3: Structures between LP-Gas containers and tion and arrangement of such structures shall minimize the prob- gaseous hydrogen containers shall be permitted in accordance with lems cited in the Note to 3-2.2.8. 3-2.2.60. NOTE: Also, see NFPA 50 and NFPA 51 for oxygen sys- Exception No. 3: Fences shall be permitted in accordance with terns and NFPA 50A on gaseous hydrogen systems. 3-3.6. (g) The minimum separation between LP-Gas contain- NOTE: The presence of such structures can create signif- ers and liquefied hydrogen containers shall be in actor- icant hazards, e.g., pocketing of escaping gas. interference dance with NFPA 56B. with application of cooling water by fire departments, redi- rection of flames against containers,and impeding egress of (h) Where necessary to prevent flotation due to possible personnel in an emergency. high flood waters around aboveground or mounded con- tainers, or high water table for those underground and 3-2.3 Location of Transfer Operations. partially underground, containers shall be securely anchored. 3-2.3.1 Liquid shall be transferred into containers, (i) When LP-Gas containers are to be stored or used in including containers mounted on vehicles, only outdoors the same area with other compressed gases, the containers or in structures especially designed for this purpose. shall be marked to identify their content in accordance (a) The transfer of liquid into containers mounted on with ANSI Standard 748.1,Method of Marking Portable Com- vehicles shall not be within a building but may be under a pressed Gas Containers to Identify the :Material Contained weather shelter or canopy (see 3-10.32). (CGA C-4). (b) Structures housing transfer operations or converted 0) No part of an aboveground LP-Gas container shall for such use after December 31, 1972, shall comply with be located in the area 6 ft (1.8 m) horizontally from a ver- Chapter 7. tical plane beneath overhead electric power lines that are (c) The transfer of liquid into containers on the roofs of over 600 volts, nominal. structures is prohibited. 3-2.2.7 Impoundment in accordance with 8-3.6 shall be taila- installed around refrigerated LP-Gas containers and those tions 2 Containers located outdoors in stanonary ins containing butane and its isomers. tions (see definition) in accordance with 3-2.2 and with the the point of transfer located at the container may be filled at NOTE: Because of the anticipated "flash" of nonrefriger- that location. If the point of transfer (see definition) is not ated LP-Gas when released to the atmosphere,dikes normally located at the container, it shall be located in accordance serve no useful purpose for nonrefrigerated installations. with 3-2.3.3. 3-2.2.8 Structures such as fire walls, fences, earth or con- 3-2.3.3 Containers not in stationary installations (see defi- crete barriers, and other similar structures shall be avoided ninon) shall be filled at a location determined by the point around or over installed nonrefrigerated containers. of transfer (see definition) in accordance with Table 3-2.3.3. 1992 Edition INSTALLATION OF LP-GAS SYSTEMS 58_99 (a) If the point of transfer is a component of a system 3-2.4 Installation of Containers. covered by Chapter 8 or part of a system installed in accor- dance with standards referenced in 3-1.1.4, parts 1, 2, and 3-2.4.1 Containers shall be installed in accordance with 3 of Table 3-2.3.3 do not apply to the structure containing the following: the point of transfer. (a) DOT cylinder specification containers shall be installed only aboveground, and shall be set upon a firm (b) If LP-Gas is vented to the atmosphere under the foundation,or otherwise firmly secured. Flexibilitv shall be conditions stipulated in 4-3.1.1(d), the distances in Table provided in the connecting piping. (See 3-2.85 and 3-2.3.3 shall be doubled. 3-2.8.8.) (c) If the point of transfer is housed in a structure com- (b) All containers shall be positioned so that the Pres- plying with Chapter 7, the distances in Table 3-2.3.3 shall sure relief valve is in direct communication with the vapor be permitted to be reduced provided either the exposing space of the container. wall(s) or the exposed wall(s) complies with 7-3.1(a). (c) Where physical damage to LP-Gas containers, or sys- tems of which they are a part, from vehicles is a possibility, precautions shall be taken against such damage. (d) The installation position of ASME containers shall Table 3-2.3.3 Distance Between Point of Transfer and make all container appurtenances accessible for their nor- Exposures mally intended use. (e) Field welding on containers shall be limited to Min.Horizontal attachments to nonpressure parts, such as saddle plates, Distance,Feet wear plates, or brackets applied by the container manufac- Part Exposure (Meters) turer. Welding to container proper shall comply with 1. Buildings' with fire-resistive walls.' 10(3.1) 2-2.1.6. (f)* Aboveground containers shall be kept properly 2. Buildings with other than fire-resistive Zo (t�6) painted. walls.' 3. Building wall openings or pits at or below 25 (7.6) 3-2.4.2 Horizontal ASME containers designed for perma- the level of the point of transfer. nent installation in stationary service aboveground shall be 4. Line of adjoining property that can be 25(7.6) placed on substantial masonry or noncombustible struc- built upon. tural supports on concrete or firm masonry foundations, 5. Outdoor places of public assembly, includ- 50(15) and supported as follows: ing school yards,athletic fields, and play- (a) Horizontal containers shall be mounted on saddles grounds. in such a manner as to permit expansion and contraction, 6. Public ways, including public streets, high- and not to cause an excessive concentration of stresses. ways, thoroughfares,and sidewalks. Structural steel supports shall be permitted to be used as (a) From points of transfer in LP-Gas 10(3.1) follows, or if in compliance with 3-2.4.2(b). dispensing stations and at vehicle Exception No. 1: Temporary use as provided in 3-2.4.2(a)(2)(b). fuel dispensers. (b) From other points of transfer. 25 (7•6) Exception No. 2: Isolated locations as provided in 3-2.4.2(b). 7. Driveways.' S (1.5) (1) Containers of more than 2,000 gal (7.6 m) water 3. Mainline railroad track centerlines. 25 (7.6) capacity shall be provided with concrete or masonry foun- 9. Containers'other than those beingfilled. 10(3.1 dations formed to fit the container contour,or if furnished ) with saddles in compliance with 2-2.5.1, shall be permitted 10. Flammable and Class 2 combustible liq- 20(6.1) to be placed on flat-topped foundations. uid'dispensers and aboveground and s (�9) Containers of0.,000 gal(7.6 m') water capacity or underground containers. less shall be permitted to be installed on concrete or masonry foundations formed to fit the container contour, VOTES: or if equipped with attached supports complying with Buildings,for the purpose of the table. include structures such as mobile 2-2.5.2(a), shall be permitted to be installed as follows: homes,tents,and box trailers at construction sites. a. If the bottoms of the horizontal members of the 'Walls constructed of noncombustible materials having, as erected, a fire container saddles,runners or skids are to be more than 12 in. resistance rating of at least one hour as determined by NFPA'151,Standard .winds of Fire Tests„I Budding Cansmation and alalerials. (300 mm)above grade.fire-resistive foundations shall be pro- f 'Not applicable to driveways and points of transfer at vehicle fuel dispensers. vided.A container shall not be mounted with the outside bot- Not applicable to filling connections at the storage container or to dispensing tom of the container shell more than 5 ft (1.5 lin) above the %ehicle fuel dispensers units 2.000 gal 17.6 m`)water capacity or less when used surface of the ground. for filling containers not mounted upon vehicles. b. For temporary use at a given location. not to NFPA 30 defines these as Bn0o%,s: exceed 6 months, fire-resistive foundations or saddles shall Flammable liquids include those having a flash point below 1000(37.8°C) not be required provided the outside bottom of" the con- and havinga Vapor pressure not exceeding40 Ib per s in.(absolute)12.068 p 1 q gainer shell is not more than It (1.5 m) above the ground nun Hg)at IOU°F(37.N°C). Class 11 (o nbustible tiqukls include those haying a flash point at or above and that flexibility in the connecting piping is provided. I00-F 137.8°0 and below 1-40°F(69°C), (.See 2-4.6.3.) 1992 Edition 58-30 LIQUEFIED PETROLEUM GASES (3) Containers or container-pump assemblies 3-2.4.7 Mounded containers shall be installed as follows: mounted on a common base complying with 2-2.5.2(6) shall be permitted to be placed on paved surfaces or on (a) Mounding material shall be earth, sand, other ve noncombustible, noncorrosive materials such as vermicu- concrete pads at ground level within 4 in. (102 mm) of lice or perlite and shall provide minimum thickness of ground level. cover for the container of at least I ft (300 mm). (b) Single containers complying with 2-2.5.1 or 2-2.5.2 shall be permitted to be installed in isolated locations, with (b) unless inherently resistant to erosion,a suitable pro- shall steel supports resting on concrete pads or tective cover shall be provided. footings, provided the outside bottom of the container (c) Tank valves and appurtenances shall be accessible shell is not more than 5 ft (1.5 m) above the ground level, for operation or repair, without disturbing mounding with the approval of the authority having jurisdiction. material. (c) Means of preventing corrosion shall be provided on (d)* Mounded containers shall be protected against cor- that part of" the container in contact with the saddles or rosion in accordance with good engineering practice. foundations or on that part of the container in contact with masonry. 3-2.4.8 ASME container assemblies listed for under- ' ground installation, including interchangeable 3-2.4.3 Vertical ASME containers over 125 gal (0.5 m') aboveground-underground container assemblies shall be water capacity designed for permanent installation in sta- permitted to be installed underground as follows: tionary service aboveground shall be installed on rein- forced concrete or steel structural supports on reinforced (a) The container shell shall be placed at least 6 in. concrete foundations that are designed to meet the loading (153 mm) below grade unless the container might be sub- provisions established in 2-2.2.3. sect to abrasive action or physical damage from vehicular (a) Steel supports shall be protected against fire expo- traffic within a parking lot area, drivewav, or similar area. sure with a material having a fire resistance rating of at In this case,a nonmterchangeable underground container least two hours. Continuous steel skirts having only one shall be used and the container shell placed at least 18 in. opening 18 in. (457 mm) or less in diameter shall be per- (45 mm) below grade[see 3-2.4.8(c)] or equivalent protec- mitted to have such fire protection applied only to the out- tion shall be otherwise provided, such as the use of a con- side of the skirts. trete slab, to prevent imposing the weight of a vehicle directly on the container shell. Protection of the fitting 3-2.4.4 Single containers constructed as portable storage housing, housing cover, tank connections, and piping shall containers(see definition) for temporary stationary service in be provided to protect against vehicular damage. accordance with 2-2.5.4(a) shall be placed on concrete (b) Where containers are installed underground within pads, paved surfaces, or firm earth for such temporary ser- 10 ft (3 m) of where vehicular traffic can be reasonably vice (normally not more than 12 months at a given loca- expected, such as driveways and streets or within a utility tion) and the following shall apply: easement subject to vehicular traffic, protection of the fit- (a) The surface on which they are placed shall be sub- ting housing, housing cover, tank connections, and piping stantially level and, if not paved, shall be cleared (and kept shall be provided to protect against vehicular damage. cleared) of dry grass and weeds, and other combustible (c) Approved interchangeable aboveground-underground material within 10 ft (3 m) of the container. container assemblies installed underground shall not be (b) Flexibility shall be provided in the connecting piping. placed with the container shell more than 12 in. (300 mm) (c) If such containers are to be set with the bottoms of below grade. the skids or runners above the ground, nonfireproofed (d) Any party involved in construction or excavation in structural supports shall be permitted to be used for isolated the vicinity of a buried container shall be responsible for locations with the approval of the authority having jurisdic- determining the location of and providing protection for tion, and provided the height of the outside bottom of the the container and piping against physical damage from container shell above the ground does not exceed 5 ft(1.5 m). vehicular traffic. Otherwise,fire-resistive supports shall be provided. (e) The portion of the container to which the fitting 3-2.4.5 If the container is mounted on, or is part of, a cover or other connections are attached shall be permitted vehicle as provided in 2-2.5.4(b), the unit shall be parked to be covered.The discharge of the regulator vent shall be in compliance with the provisions of 3-2.2.2 as to the loca- above the highest probable water level. tion of a container of that capacity for normal stationary (f) Containers shall be protected against corrosion for service, and in accordance with the following: the soil conditions at the container site by a method in (a) The surface shall be substantially level and if not accordance with good engineering practice. Precaution paved shall be suitable for heavy vehicular use and shall be shall be taken to prevent damage to the coating during cleared (and kept cleared)of dry grass and weeds,and other handling. Any damage to the coating shall be repaired combustible material within 10 ft (3 m)of the container, before backfilling. (b) Flexibility shall be provided in the connecting piping. (g) Containers shall be set substantially level on a firm foundation and surrounded by earth or sand firmly 3-2.4.6 Portable containers of 2,000 gal (7.6 m") water tamped in place. Backfill shall be free of rocks or similar capacity or less complying with 2-2.5.5 shall be permitted abrasives. to be installed for stationary service as provided in 3-2.4.2(a)(2) for stationary containers. NOTE: Firm earth mac be used. 1992 Edition INS ALLU'tON OF LI'-G.A\.S SYSTE\IS 58-31 (h) When a container is to be abandoned underground, ative or restrict its capacity) into the relief device or any the following procedure shall be followed: discharge piping. If necessary, provision shall be made fin- (1) As much liquid LP-Gas as possible shall be removed drainage. The rain cap or other protector shall be through the container liquid withdrawal connection. designed to remain in place except when the relief device operates and shall permit the relief device to operate at (2) As much of the remaining LP-Gas vapor as pos- sufficient relieving capacity. sible shall be removed by venting it through a vapor con- (b) On each aboveground container of more than 2,000 nection; either by burning this vapor, or venting it to the gal (7.6 m`) water capacity, the relief device discharge shall open air at a safe location. The vapor shall not be vented be vertically upward and unobstructed to the open air at a at such a rapid rate as to exceed the vaporization rate of point at least 7 ft (2 m)above the top of the container. The any residual liquid LP-Gas left after the liquid removal pro- following also shall apply: cedure of 3-2.4.8(h)(1). (1) Relief device discharge piping shall comply with NOTE: If vapor is vented too rapidly the pressure drop 3-2.5.3(f). due to the refrigeration of the liquid may lead to the erro- (2) In providing for drainage in accordance with nexus conclusion that no liquid remains in the container. 3-2.5.3(a), the design of relief device discharge(s) and attached piping shall: (3) When only vapor LP-Gas atmospheric ares- a. Protect the container against flame impinge- sure remains in the container, it shalll be filled with water, sand, or foamed plastic, or purged with an inert gas. The ment that might result from ignited product escaping from displaced vapor shall be permitted to be burned or vented the drain opening. to the open air at a safe location. b. Be directed so that a container(s), piping, or equipment that might be installed adjacent to the container 3-2.4.9 Partially underground, unmounded ASME con- on which the relief device is installed is not subjected to tainers shall be installed as follows: flame impingement. (a) The portion of the container below the surface, and (c) On underground containers of 2,000 gal (7.6 m ) or for a vertical distance of at least 3 in. (75 mm) above the less water capacity, the relief device shall be permitted u> surface, shall be.protected to resist corrosion as required discharge into the manhole or housing, provided such manhole or housing is equipped with ventilated louvers, or for underground containers. [See 3-2.{.8(f).] their equivalent, of adequate area as specified in 2-3.7(d). (b) Containers shall be set substantially level on a firm foundation, with backfilling to be as required for under- Exception: Pressure relief devices installed in dispensing stations ground containers. [See 3-2.4.8(g).] covered in the exception to 3-2.5.3(d). (c) Spacing provisions shall be as specified for aboveg- (d) On underground containers of more than 2,000 gal round containers in 3-2.22 and Table 3-2.2.2. (7.6 m') water capacity, the discharge from relief devices shall be piped verticall.v and directly upward to a point at (d) The container shall be located so as not to be subject least 7 ft (2 m) above the ground. Relief device discharge to vehicular damage or shall be adequately protected piping shall comply with 3-2.5.3(£). against such damage. Exception: On underground containers in dispensing stations 3-2.5 Installation of Container Appurtenances. the relief device discharge shall be piped vertically and directly upward to a point at least ]Oft (3 in) above the ground. Dis- 3-2.5.1 Pressure relief devices shall be installed on con- charge piping shall comply with 3-25.3(f)and shall be adequately tainers in accordance with this section and positioned so supported and protected against physical damage. that the relief device is in direct communication with the (e) The discharge terminals from relief devices shall be vapor space of the container. located to provide protection against physical damage. Dis- charge piping used shall be adequate in size to permit suf- 3-2.5.2 Pressure relief devices on portable DOT cylinder ficient relief device relieving capacity. Such piping shall be specification containers, or their equivalent of ASME con- metallic and have a melting point over 1500°F (816°C). struction,of 1,000 Ib(454 kg) [120 gal (0.5 m:`)] water capac- Discharge piping shall be designed so that excessive force itv or less,shall be installed to minimize the possibility of relief applied to the discharge piping will result in breakage on device(s) discharge(s) impingement on the container. the discharge side of the valve rather than on the inlet side without imparing the function of the valve. Return bends 3-2.5.3 Pressure relief devices on ASME containers of and restrictive pipe or tubing fittings shall not be used. 125 gal (0.5 m) water capacity or more permanently (f) Shutoff valves shall not be installed between relief installed in stationary service, portable storage containers devices and the container, or between the relief devices (see definition), portable containers (tanks) of nominal 120 and the discharge piping. gal (0.5 m) water capacity or more, or cargo tanks shall be Installed so that any gas released is vented away from the Exception: Specially designed relief device shutoff valve combi- container upward and unobstructed to the open air. The nations covered by 2-3.2.4(c), or where two or more separate relief following provisions shall also apply: devices are installed, each with its individual shutoff tailve, and the shutoff valve sterns are mechanically interconnected in a inan- (a) Means shall be provided, such as rain caps, to mini- ner that will allow the rated relieving capacity required for the uiize the possibility of the entrance of water or other extra- container frmn the relief rievice or devices that remain in connnu- neous matter(which might render the relief device inoper- nication with the container. 1992 Edition 58-32 LIQUEFIED PETROLEUM GASES 3-2.5.4 Pressure relief devices on portable storage con- Exception: When this space is well ventilated to the outside and tainers (constructed and installed in accordance with is not enclosed for more than 50 percent of its perimeter this 2-2.5.4 and 3-2.4.4 respectively) used temporarily in requirement shall not apply. stationary-type service shall be installed in accordance with the applicable provisions of 3-2.5.3. 3-2.6.4 The discharge from the pressure relief device and from above the regulating equipment and relief device dia- ' 3-2.5.5 Additional provisions (over and above the appli- phragms installed inside buildings shall be vented. cable provision in 3-2.5.2 and 3-2.5.3)apply to the installa- tion of pressure relief devices in containers used in connec- Exception No. 1: This provision shall not apply to appliance tion with vehicles as follows: regulators otherwise protected (see 1VFP.4 54), or to regulators (a) For containers installed on vehicles in accordance used in connection with containers in buildings as provided for in with Section 3-8 and Chapter 8. 3-2.2.1, Exceptions No. 1, 2, 4, 5, and 6. (b) For cargo containers (tanks) installed on cargo vehi- Exception No. 2: When this space is well ventilated to the out- cles in accordance with Section 6-3, see 6-3.2.1. side and is not enclosed for more than 50 percent of its perimeter this requirement shall not apply. 3-2.6 Regulator Installation. 3-2.7 Piping System Service Limitations. This subsec- 3-2.6.1 Regulators used to control distribution or utiliza- tion describes the physical state(vapor or liquid)and pres- tion pressure shall be as close to the container or vaporizer sure at which LP-Gas shall be permitted to be transmitted outlets as is practical. First stage regulating equipment through piping systems under various circumstances: shall be outside of buildings. (a) LP-Gas liquid or vapor shall be permitted to be piped at all normal operating pressures outside of buildings. act indoors in accordance with Section 3-4. Exception 1: Regulators on portable containers installed (b) Polyethylene piping systems shall be limited to Exception No. 2: Regulators on containers of less than 125 gal (1) Vapor service not exceeding 30 psig (208 kPa (0.5 m')for the purpose of being filled or in structures complying gauge). with Chapter 7. (2) Installation outdoors and underground (see Exception M. 3: Regulators on containers on LP-Gas vehicles com- 3-2.8.6)• plying with,and parked or garaged in accordance with, Chapter 8. (c) LP-Gas vapor at pressures not exceeding 20 psig Exception No. 4: Regulators on containers used with LP-Gas sta- (138 kPa gauge) shall be permitted to be piped into any tionan or portable engine fuel systems complying with Chapter 8. building. Exception M. 5: Regulators on containers used with LP-Gus (d) LP-Gas vapor at pressures exceeding 20 psig fueled industrial trucks complying with 8-3.6. (138 kPa gauge) or LP-Gas liquid shall not be piped into Exception M. 6: Regulators on containers on LP-Gas fueled any building. vehicles garaged in accordance with 8-7. Exception No. 1: Buildings, or separate areas of buildings, con- Exception No. 7: Regulators on portable containers awaiting strutted in accordance with Chapter 7, and used exclusively to: use or resale when stored in accordance with Chapter 5. a. House equipment for vaporization, pressure reduction, gas 3-2.6.2 Regulators shall be securely attached to container mixing,gas manufacturing, or distribution. valves, containers, supporting standards, or building walls. b. House internal combustion engines, industrial processes, (a) First stage regulators shall be either connected research and experimental laboratories, or equipment or processing directly to the container shutoff valve or outlet of vaporizer having a similar hazard. where used. NOTE: Complete compliance with Chapter 7 for build- Exception: Unless attached thereto with flexibility provided in the ings, or separate areas of buildings, housing industrial connecting piping or the interconnecting piping of manifolded processes and other occupancies cited in 3-2.7(d), Excep- containers or vaporizers. tion I(b), may not be necessary depending upon the pre- vailing conditions. Construction of buildings or separate (b) All regulators for outdoor installations shall be areas of buildings housing certain internal combustion designed, installed, or protected so their operation will not engines is covered in NFPA 37. be affected by the elements (freezing rain, sleet, snow, ice, mud, or debris). Exception No. 2: Buildings or structures under construction or undergoing major renovation, provided the temporary piping Exception: Regulators used for portable industrial applications. meets the provisions of 3-4.2 and 3-4.10.2. Note. This protection may he integral with the regtdator. Exception M. 3: In buildings or structures other than those cov- ered by 3-2.7(d), Exceptions 1 and 2, in which liquid feed systems 3-2.6.3 The discharge from a pressure relief device on are used, liquid piping shall be permitted to enter the building or regulating equipment installed outside of buildings shall be structure to connect to a vaporizer provided heavy walled seamless located not less than 3 ft (1 m) horizontally away from any brass or copper tubing not exceeding 3132 in. (2.4 ruin) internal building opening below the level of such discharge, and diameter and with a wall thickness not less than 11,,4 in. (1.2 min) not beneath any building. is used. 1992 Edition INSTALL-MON OF LP-GAS SYSTEMS 58-33 3-2.8 Installation of Pipe, Tubing, Pipe and Tubing Fit- Where condensation of vapor may occur, metallic and tings,Valves, and Hose. nonmetallic piping shall be pitched back to the container or suitable means provided for revaporizing the condensate. 3-2.8.1* Metallic piping shall comply with the following: • (a) Piping used at pressures higher than container pres- 3-2.8.5 Provision shall be made in piping including inter- sure, such as on the discharge side of liquid transfer connecting of permanently installed containers, to com- pumps, shall be suitable for a working pressure of at least pensate for expansion, contraction,jarring and vibration, 350 psig (2.4 MPa gauge). and for settling. Where necessary, flexible connectors com- plying with 2-4.6 shall be permitted to be used(see 3-2.8.8). (b) Vapor LP-Gas piping with operating pressures in The use of nonmetallic pipe, tubing, or hose for perma- excess of 125 psig (0.9 MPa gauge), and liquid piping not nently interconnecting such containers is prohibited. covered by 3-2.8.1(a), shall be suitable for a working pres- sure of at least 250 psig (1.7 MPa gauge). 3-2.8.6 ,aboveground piping shall be well supported and (c) Vapor LP-Gas piping, subject to pressures of not protected against physical damage. That portion of above- more than 125 psig(0.9 MPa.gauge),shall be suitable for a ground piping in contact with supports or corrosion- working pressure of at least 125 psig (0.9 MPa gauge). causing substances shall be protected against corrosion. Where underground is beneath driveways, roads, or streets, possible damage by vehicles shall be taken into Exception: Safety relief discharge piping(see 3-2.5.3). account. Nonmetallic piping, including mechanical fittings and nonmetallic portion of factory-assembled transition fit- 3-2.8.2 Metallic pipe Dints shall be ermined to be tings, shall be installed outside underground with a mini- 3-2.8.2 P J P mum of 18 in. (460 mm) of cover. If a minimum of 12 in. threaded, flanged, welded, or brazed using pipe and fit- (300 mm) of cover cannot be maintained, the piping shall tings complying with 2-4.2 and 2-4.4 as follows: be installed in conduit or bridged (shielded). (a) When joints are threaded or threaded and back welded: Exception: Polyethylene pipe and tubing shall be permitted to (1) For LP-Gas vapor at pressures in excess of 125 terminate above ground, outside of buildings, when the portion of psig (0.9 MPa gauge), or for LP-Gas liquid, the pipe and the polyethylene pipe or tubing above 12 in. (300 mm) below nipples shall be Schedule 80 or grade is protected against deterioration and external damage by a factory-assembled riser designed for such purpose constructed of • (2) For LP-Gas vapor at pressures of 125 psig schedule 40 steel pipe or materials offering equivalent protection (0.9 MPa gauge) or less, the pipe and nipples shall be against external damage and protected to minimize corrosion in Schedule 40 or heavier. accordance with 3-2.8.7. (b) When joints are welded or brazed: (a) Polyethylene piping that is installed in a vault or any other belowground enclosure shall be completely encased (1) The pipe shall be Schedule 40 or heavier. in gastight metal pipe and fittings that are protected from (2) The fittings or flanges shall be suitable for the corrosion. service in which they are to be used. (b) Polyethylene piping shall be installed so as to mini- (3) Brazed joints shall be made with a brazing mate- mize thrust forces caused by contraction or expansion of rial having a melting point exceeding 1,000'F (538°C). the piping or by anticipated external or internal loading. The pipeline shall be designed and installed so that each (c) Gaskets used to.retain LP-Gas in flanged connections joint will sustain these forces. in piping shall be resistant to the action of LP-Gas. They shall be made of metal or other suitable material confined NOTE: Polyethvlene will expand or contract I in. (25 mm) in metal having a melting point over 1,500°F (816°C) or for every I0*F temperature change-for every 100 ft(30.5 m) shall be protected against fire exposure. When a flange is of pipe. opened, the gasket shall be replaced. (c) Polyethylene pipe shall be permitted to be inserted Exception: Aluminum 0-rings and spiral wound metal gaskets into an existing steel pipe only if done in a manner that will shall be acceptable. protect the polyethylene from being damaged during the insertion process. The leading end of the polyethylene 3-2.8.3 Metallic tubing joints shall be permitted to be being inserted shall also be closed prior to insertion. flared, or brazed using tubing and fittings, and brazing material complying with 2-4.3 and 2-4.4. (d) Pipe that is not encased shall have a minimum wall thickness of 0.090 in. (23 mm). 3-2.8.4 Piping in systems shall be run as directly as is practical from one point to another, and with as few Exception: Pipe with an outside diameter of 0.875 in. (22.2 mm) restrictions, such as ells and bends, as conditions will per- or less shall be permitted to have a minimum wall thickness of 0.062 in. mit, giving consideration to provisions of 3-2.8.5. (1.6 mm). 1992 Edition 58-34 LIQUEFIED PETROLEUM GASES (e) Valve installation in plastic pipe shall be designed so (3) railroad tank car transfer systems to fill trucks with as to protect the pipe against excessive torsional or shear- no stationary storage involved ing loads when the valve is being operated. Valve boxes ' shall be installed so as to avoid transmitting external loads shall comply with the following: to the valve or pipe. Valves shall be manufactured from (a) When a hose or swivel-type piping 11/2 in. thermoplastic materials fabricated from materials listed in (38 mm) or larger is used for liquid transfer or a 11/4-in. ASTM D 2513, which have been shown to be resistant to (32-mm) or larger vapor hose or swivel-type piping is used the action of LP-Gas and comply with ASTM D 2513, or in this service, an emergency shutoff valve complying with from metals protected to minimize corrosion in accordance 2-4.5.4 shall be installed in the fixed piping of the transfer with 3-2.8.7. Valves shall be recommended for LP-Gas ser- system within 20 ft (6 m) of lineal pipe from the nearest vice by the manufacturer. end of the hose or swivel-type piping to which the hose or swivel-type piping is connected. When either a liquid or (1) Each imperfection or damaged piece of polyethylene vapor line has two or more hoses or swivel-type piping of pipe shall be replaced by fusion or mechanical fittings. the sizes designated, either an emergency shutoff valve or Repair clamps shall not be used to cover damaged or leak- a backflow check valve shall be installed in each leg of the ing sections. piping. 3-2.8.7 Underground metallic piping shall be protected Exception: Where the flow is only in one direction, a backflow against corrosion as warranted by soil conditions. Corro- check valve shall be permitted to be used in lieu of an emergency sion protection shall comply with the following: shutoff valve if installed in the fixed piping downstream of the hose or swivel-type piping, provided the backflow check valve has (a) Underground piping shall be protected as needed a metal-to-metal seat or a primary resilient seat with a secondary with a suitable coating to retard the effects of the corrosion metal seat not hinged with combustible material. conditions existing in the local soil. Coated pipe shall (1) Emergency shutoff valves shall be installed so extend at least 6 in. (152 mm) aboveground on all risers. that the temperature sensitive element in the valve, or a (b) When dissimilar metals are joined underground, an supplemental temperature sensitive element [250°F insulating fitting shall be installed to electrically isolate (121°C) maximum] connected to actuate the valve, is not them from each other. more than 5 ft (1.5 m) from the nearest end of the hose or swivel-type piping connected to the line in which the valve (c) If cathodic protection is used, insulating fittings shall is installed. be installed to electrically isolate the cathodically protected I (2) Temperature sensitive elements of emergency underground system from all aboveground piping and shutoff valve shall not be painted nor have any ornamental systems. finishes applied after manufacture. (b) The emergency shutoff valve(s) or backflow check (d) LP-Gas piping shall not be used as a grounding valve(s)specified in 3-2.8.9(a)shall be installed in the plant electrode. piping so that any break resulting from a pull will occur on the hose or swivel-type piping side of the connection while 3-2.8.8 Flexible components used in piping systems shall retaining intact the valves and piping on the plant side of comply with 2-4.6 for the service in which they are to the connection. Provisions for anchorage and breakaway be used, shall be installed in accordance with the manu- shall be provided on the cargo tank side for transfer from facturer's instructions, and shall also comply with the a railroad tank car directly into a cargo tank. following: Exception: Such anchorage shall not be required for tank car (a)* Flexible connectors in lengths up to 36 in. (1 m)(see unloading. 2-4.6.3 and 2-4.6.4) shall be permitted to be used for liquid NOTE: This may be accomplished by use of concrete e or vapor piping, on portable or stationary tanks, to com- bulkheads or equivalent anchorage or by the use of a trete pensate for expansion, contraction,jarring, vibration, and buss a shear fitting. weak- settling. (b) Hoses shall be permitted to be installed if flexibility 3-2.8.10 Hose shall be permitted to be used on the low- pressure side of regulators to connect to other than domes- is required for liquid or vapor transfer.The use of wet hose tic and commercial appliances as follows: (see 4-2.3.4 for explanation of term "wet hose") is recom- mended for liquid. (a) The appliance connected shall be of a portable type. (b) For use inside buildings, the hose shall be of a mini- 3-2.8.9 On new installations, and by December 31, 1980, mum length,not exceeding 6 ft(1.8 m) (except as provided on existing installations, for in 3-4.2.3(b)], and shall not extend from one room to another, nor pass through any partitions, walls,ceilings, or (1) stationary single container systems of over 4,000 gal floors (except as provided for in 3-4.3.7). It shall not be (15.1 m') water capacity, or concealed from view or used in concealed locations. For use outside buildings, hose length shall be permitted to (2) stationary multiple container systems with an aggre- exceed 6 ft (1.8 m) but shall be kept as short as practical. gate water capacity of more than 4,000 gal (15.1 m) utiliz- (c) Hose shall be securely connected to the appliance. ing a common or manifolded liquid transfer line, or The use of rubber slip ends is not permissible. 1992 Edition INSTALLM ION OF LP-GAS SYSTEMS 58_35 (d) A shutoff valve shall be provided in the piping (b) If the compressor is not equipped with an integral immediately upstream of the inlet connection of the hose. means to prevent the LP-Gas liquid entering the suction When more than one such appliance shutoff is located near (see 2-3.3.3), a suitable liquid trap shall be installed in the another, precautions shall be taken to prevent operation of suction piping as close to the compressor as practical. the wrong valve. Exception: Portable compressors used with temporary connec- (e) Hose used for connecting appliances to wall or other tions are excluded from this requirement unless used to unload outlets shall be protected against physical damage. railroad tank cars. 3-2.9 Hydrostatic Relief Valve Installation. A hydro- (c) Engines used to drive portable compressors shall be static relief valve complying with 2-4.7 or a device provid- equipped with exhaust system spark arresters and shielded ing pressure-relieving protection shall be installed in each ignition systems. section of piping (including hose) in which liquid LP-Gas can be isolated between shutoff valves so as to relieve the 3-2.11.3 Strainers shall be installed so that the strainer pressure that could develop from the trapped liquid to a element can be serviced. safe atmosphere or product-retaining section. 3-2.11.4 Liquid or vapor meters shall be installed as rec- 3-2.10 Testing Piping Systems. After assembly, piping ommended by the manufacturer, and in compliance with systems (including hose) shall be tested and proven free of the applicable provisions of the following: leaks at not less than the normal operating pressure. Pip- (a) Liquid meters shall be securely mounted and shall be ing within the scope of NFPA 54,National Fuel Gas Code [see installed so that the meter housing is not subject to exces- 1-2.3.1(1)], shall be pressure tested in accordance with that sive strains from the connecting piping. If not provided in code. Tests shall not be made with a flame. the piping design, flexible connectors shall be permitted to 3-2.11 Equipment Installation. be used where necessary to accomplish this. (b) Vapor meters shall be securely mounted and installed 3-2.11.1 Pumps shall be installed as recommended by the so as to minimize the possibility of physical damage. manufacturer and in accordance with the following: � 3-3 Bulk Plant and Industrial LP-Gas Systems. (a) Installation shall be made so that the pump casing shall not be subjected to excessive strains transmitted to it 3-3.1 Application. This section includes provisions for by the suction and discharge piping. This shall be accom- I LP-Gas systems installed at bulk plants and industrial plished by piping design, the use of flexible connectors or plants. expansion loops, or by other effective methods, in accor- dance with good engineering practice. 3-3.2 General. The location and installation of storage containers and the installation of container appurtenances, (b) Positive displacement pumps shall be installed in piping, and equipment shall comply with Section 3-2. accordance with 2-5.2.2. (1) The bypass valve or recirculating device to limit 3-3.3 Installation of Liquid Transfer Facilities. the normal operating discharge pressure to not more than 350 prig(2.4 MPa gauge) shall discharge either into a stor- 3-3.3.1 Points of transfer(see definition)or the nearest part age container(preferably the supply container from which of a structure housing transfer operations shall be located the product is being pumped) or into the pump suction. in accordance with 3-2.3.2 and 3-2.3.3. (2) If this primary device is equipped with a shutoff 3-3.3.2 Buildings used exclusively for housing pumps or valve,an adequate secondary device designed to operate at vapor compressors shall be located in accordance with not more than 400 psig (2.8 MPa gauge) shall, if not inte- 3-2.3.3 considering the building as one housing a point of gral with the pump, be incorporated in the pump piping. transfer. This secondary device shall be designed or installed so that it cannot be rendered inoperative and shall discharge 3-3.3.3 The track of the railroad siding or the roadway either into the supply container or into the pump suction. surface at the transfer points shall be relatively level. Ade- (c) A pump operating control or disconnect switch shall quate clearances from buildings, structures, or stationary be located near the pump. Remote control points shall be containers shall be provided for the siding or roadway provided as necessary for other plant operations such as approaches to the unloading or loading points. Substantial container filling, loading or unloading of cargo vehicles bumpers shall be provided at the ends of sidings and as nec- and tank cars, or operation of motor fuel dispensers. essary to protect storage containers and points of transfer. 3-2.11.2 Compressors shall be installed as recommended 3-3.3.4 Liquid transfer shall be permitted to be accom- by the manufacturer and in accordance with the following: plished by pressure differential, by gravity, or by the use of pumps or compressors complying with Section 2-5. (a) Installation shall be made so that the compressor housing shall not be subjected to excessive strains transmit- 3-3.3.5 Compressors used for liquid transfer normally ted to it by the suction and discharge piping. Flexible con- shall take suction from the vapor space of the container nectors shall be permitted to be used where necessary to being filled and discharge into the vapor space of the con- accomplish this. tainer from which the withdrawal is being made. 1992 Edition 58-36 LIQUEFIED PETROLEUM GASES 3-3.3.6 Transfer systems using positive displacement 3-3.4.4 The use of pits to house gas distribution facilities pumps shall comply with 2-5.2.2. shall be permitted when automatic flammable vapor detect- ing systems are installed in the pit. Drains or blowoff lines ' 3-3.3.7 Pumps and compressors shall be provided with shall not be directed into or in proximity of sewer systems. an operating control or disconnect switch located nearby. Remote shutoff controls shall be provided as necessary in 3-3.4.5 If gas is to be discharged from containers inside a other liquid transfer systems. building, the installation provisions of 4-3.2 shall apply. 3-3.3.8 Safeguards shall be provided to prevent the 3-3.5 Installation of Electrical Equipment. Installation uncontrolled discharge of LP-Gas in the event of failure in of electrical equipment shall comply with Section 3-7. the hose or swivel-type piping. The provisions of 3-2.8.9 shall apply. For all other LP-Gas systems, the following 3-3.6 Protection against Tampering for Section 3-3 and shall apply: 3-10 Systems. To minimize the possibilities for trespass- (a) The connection, or connecting piping, larger than ing and tampering, the area that includes container appur- 1/2-in. (12-mm) internal diameter into which the liquid or tenances, pumping equipment, loading and unloading vapor is being transferred, shall be equipped with: facilities, and container filling facilities shall be protected (1) A backflow check valve, or by one of the following methods: (2) An emergency shutoff valve complying with (a) Enclosure with at least a 6-ft (1.8-m) high industrial- 2-4.5.4, or type fence, unless otherwise adequately protected. There (3) An excess-flow valve properly sized in accor- shall be at least two means of emergency access from the dance with 2-3.7(a)(4). fenced or other enclosure. Clearance shall be provided to permit maintenance to be performed, and a clearance of at (b) The connection, or connecting piping, larger than least 3 ft(1 m)shall be provided to allow emergency access 1/2-in. (12-mm) internal diameter from which the liquid or to the required means of egress. If guard service is pro- vapor is being withdrawn, shall be equipped with: vided, it shall be extended to the LP-Gas installation. Guard (1) An emergency shutoff valve complying with personnel shall be properly trained. (See Section 1-6.) 2-4.5.4, or (2) An excess-flow valve properly sized in accor- Exce�lion: If a fenced or otherwise enclosed area is not over 100 sq ft dance with 2-3.7(a)(4). (9 m)in area, the point of transfer is within 3 ft(1 m)of a gate and containers being filled are not located within the enclosure,a second gate 3-3.3.9 When a hose or swivel-type piping is used for need not be provided. 1 loading or unloading railroad tank cars, an emergency (b) As an alternate to fencing the operating area, suit- shutoff valve complying with swivel-type 4 shall be used at the able devices that can be locked in place shall be provided. tank car end of the hose or swivel-type piping. Such devices,when in place, shall effectively prevent unau- 3-3.3.10 Transfer hoses larger than 1/2-in. (12-mm) inter- thorized operation of any of the container appurtenances, nal diameter shall not be used for making connections to system valves, or equipment. individual containers being filled indoors. 3-3.7 Lighting. If operations are normally conducted 3-3.3.11 If gas is to be discharged from containers inside during other than daylight hours, adequate lighting shall a building, the provisions of 4-3.2.1 shall apply. be provided to illuminate storage containers, containers being loaded, control valves, and other equipment. 3-3.4 Installation of Gas Distribution Facilities. 3-3.8 Ignition Source Control. Ignition source control 3-3.4.1 This subsection applies to the installation of facil- shall comply with Section 3-7. ities used for gas manufacturing, gas storage, gas-air mix- ing and vaporization, and compressors not associated with 3-4 LP-Gas Systems in Buildings or on Building Roofs or liquid transfer. Exterior Balconies. 3-3.4.2 Separate buildings and attachments to or rooms 3-4.1 Application. within other buildings housing gas distribution facilities, constructed or converted to such use after December 31, 3-4.1.1 This section includes installation and operatin 1972, shall comply with Chapter 7. provisions for LP-Gas systems containing liquid LP-Gas Exception No. 1: Facilities for vaporizing LP-Gas and gas-air located inside of, or on the roofs or exterior balconies of, buildings or structures. Systems covered include those - mixing shall be designed,located,and installed in accordance with Section 3-h. lizing portable containers Inside of or on the roofs or extete- rior balconies of buildings, and those in which the liquid is Exception No. 2: Facilities for storing LP-Gas in portable con- piped from outside containers into buildings or onto the trainers at industrial plants and distributing points shall comply roof. These systems are permitted only under the condi- with Chapter 5. tions specified in this paragraph and in accordance with 3-4.1 and 3-4.2. Containers in use shall mean connected for use. 3-3.4.3 Separate buildings used for housing vapor com- pressors shall be located in accordance with 3-2.3.3 consid- (a) The portable use of containers indoors shall be only ering the buildings as one housing a point of transfer. for the purposes specified in 3-4.3 through 3-4.8. Such use 1992 Edition -41 L;n CHRISTA/ROBERT BROWN argea ER P.O. BOX 2050 or Undertaking on File: ($ 5000.00) Gi2EENPORT, NY 11944 att : Billing Address: (Complete if different from above) ! v Return of Deposit Made Payable to: (Complete if different from Permittee) Under the provisions of the Highway Law or Vehicle&Traffic Law,permission is hereby granted to the permittee to: TO OPEN THE NORTH SIDE OF STATE ROUTE 25, W/O MOORS LANE, GREENPORT, FOR THE PURPOSE OF INSTALLING ONE 25'-0' WID INTERSECTION TYPE ENTRANCE/EXIT; All WORK NYS SPECS OR ASOBE MAINTENANCE AND PROTECTION OF TRAFFIC RESPONSIBILITY PERMITTEE AT ALL TIMES ETC. THE PERMITTEE IS RESPONSIBLE FOR THE MAINTENANCE AND PROTECTION OF TRAFFIC. ANYONE WORKING IN THE STATE HIGHWAY RIGHT-OF-WAY IS REQUIRED TO WEAR HIGH VISIBILITY APPAREL(ORANGE/YELLOW)AND HARD HAT. County-SUFFOLK Municipality-SOUTH0L0 Route#275 as set forth and represented in the attached application at the particular location or area, or over the tes as stated therein, if required; and pursuant to the conditions and regulations general or special, and methods of performing work, ' any; all of which are set forth in the application and form of this permit. /1 HAUPPAUGE, N.Y. Dated at: 07/16/96 Commissi er f�rart�ortao2n/" Date Signed: By�IITO F. LENA IMPORTANT THIS PERMIT,WITH APPLICATION AND DRAWING(OR COPIES THEREOF)ATTACHED SHALL BE PLACED IN THE HANDS OF THE CONTRACTOR BEFORE ANY WORK BEGINS.THE HIGHWAY WORK PERMIT SHALL BE AVAILABLE AT THE SITE DURING CONSTRUCTION. BEFORE WORK IS STARTED AND UPON ITS COMPLETION,THE PERMITTEE ABSOLUTELY MUST NOTIFY THE RESIDENT ENGINEER, JOHN YOUNGMAN 1900 COUNTY RD #58 (516)727-1731 RIVERHEAD, NEW YORK 11901 UPON COMPLETION OF WORK AUTHORIZED, THE FOLLOWING WILL BE COMPLETED, SIGNED BY THE PERMITTEE AND DELIVERED TO THE RESIDENT ENGINEER. Work authorized by this permit has been completed. Refund of deposit or return/release of bond is requested. DATE PERMITTEE AUTHORIZED AGENT(If Any) Work authorized by this permit has been satisfactorily completed and is accepted. Reverse side of this form must be completed. ❑ Refund of Deposit is authorized ❑ Return of Bond is authorized ❑ Amount-charged against Bond may be released ❑ Retain Bond for future permits ❑ Other DATE RESIDENT ENGINEER The Regional Office will forward this form to the Main Office with the appropriate box checked. ❑ Permit closed ❑ Bond returned/released ❑ Refund of Guarantee Deposit on this permit is authorized ❑ Other DATE REGIONAL TRAFFIC ENGINEER The issuing authority reserves the right to suspend or revoke this permit, at its discretion without a hearing or the necessity of showing cause, either before or during the operations authorized. The Permittee will cause an approved copy of the application to be and remain attached hereto until all work under the permit is satisfactorily completed, in accordance with the terms of the attached application.All damaged or disturbed areas resulting from work performed pursuant to this permit will be repaired to the satisfaction of the Department of Transportation. • Upon completion of the work within the state highway right-of-way, authorized by the work permit, the person, firm, corporation, municipality, or state department or agency, and his or its successors in interest, shall be responsible for the maintenance and repair of such wotk_or Dortion of such work as set forth within the terms and conditions of_the_work permit._ A?LANNLNG BOARD ME.MML-`s O RICHARD G.WARD , 0~*-.*a. Gym j Chairman .c Southold, New York 11971 € GEORGE RITCHIE LATHAM,JR. wo2 Fax(516) 765-3136 I Telephone(516) 765-1938 BENNETT ORLOWSHI,JR. to ; WILLIA,'A J. CREMERS ,y ! s KENNETH L.EDW.ARDS �Ql PLANNING BOARD OFFICE TOWN OF SOUTHOLD July 30, 1996 William Kelly 22355 County Road 48 Cutchogue, NY 11935 Re: Proposed site plan for Robert & Christa Brown -SCTM# 1000-45-4-6.1 Dear Mr. Kelly: The following action was taken by the Southold Town Planning Board at their regular meeting of July 29, 1996: WHEREAS, Robert W. and Chris a Brown are the owners located at Mair°Road, Gf the �e nport. perty known and designated as Sunrise Coach SCTM# 1000-45-4 & 6.1; and WHEREAS, a formal application for the approval of this site plan was submitted on September 9, 1994; and WHEREAS, the Southold Town Planning Board, pursuant to-the State Environmental Quality Review Act, (Article 8), Part 617, declared itself lead agency and issued a Negative Declaration on July 10, 1995; and WHEREAS, this site plan was certified by Thomas Fisher, Senior Building Inspector on May 16, 1996; and WHEREAS, all the requirements of the Site Plan Regulations of the Town of Southold have been met; be it therefore Page 2 Proposed site plan for Robert & Cnnsta Brown July 30, 1996 RESOLVED, that the Southold Town Planning Board grant conditional final approval on the surveys dated May 16, 1996, subject to a one year review from date of building permit, and authorize the following lrman to conditions.dAlse the final surveys subject to a fulfillment o conditions must be met within six (6) months of the date of this resolution: 1. installation of cedar shakes on front and two sides of the building. 2. Conformance to drainage recommendations of the Town Engineering Inspector. 3. Landscape review at completion of building. Please contact this office if you have any questions regarding the above. Sin 4 rely, ? ichard G. Ward Chairman DEC PERMIT wUM6ER 1-4738-01219/00001-0 Oeeere� FACILITY/PROGRAM NUMBER(S) P ES1 T EXPIRATION DATE(1) ; Under the Environmental December 31, 1998 Conservation Law TYPE OF PERMIT New 0 Renewal 0 {odification 0 Permit to Construct ❑ Permit to Operate 6NYCRR 608: Water Quality 0 Article 27, Title 7; 6NYCRR 360: ❑ Article 15, Title 5: Protection 0Certification Solid Waste Management of Waters 0 Article 15, Title 15: Water ❑ Article 17, Titles 7, 8: SPDES 0 Article Hazardous7WastelManag6NYCRR 373: Management Supply ❑ Article 19: Air Pollution Control 0 Article 34: Coastal Erosion 0 Article 15, Title 15: Water Management Transport ❑ Article 23, Title 27: Mined Land Reclamation 0 Article 36: Floodplain 0 Article 15, Title 15: Long Management Island Wells I Article 24: Freshwater Wetlands 0 Articles 1, 3, 17, 19, 27, 37; 0' Article 15, Title 27: Wild, ❑ Article 25: Tidal Wetlands 6NYCRR 380: Radiation Control Scenic and Recreational Rivers 0 Other: TELEPHONE NUMBER PERMIT ISSUED TO Robert and Christa Brown ADDRESS OF PERMITTEE P.O. Box 2050' Greenport, NY 11944 TELEPHONE NUMBER CONTACT PERSON FOR PERMITTED WORK Same as above NAME AND ADDRESS OF PROJECT/FACILITY Brown Property Main Road between Moore's Lane and Silvermere Road Greenport LOCATION OF PROJECT/FACILITY Tax Ma .No. 1000-45-4-6.1 Moore's Woods NYTM COORDINATES COUNTY TOWN WATERCOURSE Suffolk Southold S0 -1 CESMIPTI(N CF Ain-mlzm X71VITY walk, septic system, drywells, bluestone driveway and an18space parking Construct an 1800 sq. ft. office building with - r area. All work shall be in accordance with the attached NYSDEC approved plan. i 1 By acceptance of this permit, the permittee agrees that the permit s cantingent Specialupon- Cond tlon'slincle with iihet of ECL, all applicable regulations the General Conditions specified (see page this permit. PERMIT ADMINISTRATOR: ADDRESS George W. Hammarth Bldg. 40, SUNY, Room 219, Stony Brook, NY 11790-2356 DATE AUTHORIZED SIGNATURE / ) / December zT, 1995 Page 1 of 6 THE NEW YORK BOARD OF FIRE UNDERWRITERS FAG 1132514? BUREAU OF ELECTRICITY 7 85 JOHN STREET, NEW YORK, NY 10038 JFa'JU :Et".� .:1:,1`+'a 12 789 396 1?Ei N 408""51 Date Application No.on file THIS CERTIFIES THAT only the electrical equipment as described below and introduced by the applicant named on the above application number in the premises of ROBERT/CHRIST." BROWN, 6IE'-,!T FRONT TREET, GREENPORT, N.Y. in thefollowing location; ❑ Basement E3 lst Fl. ❑ 2nd Fl. OUT Section Block Lot was examined on .TMT fARY (Y�,1997 and found to be in compliance with the National Electrical Code. FIXTURE RXTURES RANGES COOKING DECKS OVENS DISH WASHERS EXHAUST FANS OUTLETS ECEPTACLES SWITCHES INCANDESCENT[FLUORESCENT I OTHER AMT. I K.W. I AMT. K.W. AMT. K.W. AMT. K.W. AMT. H.P. 2 50 1? 1 i F, DRYERS FURNACE MOTORS FUTURE APPLIANCE FEEDERS SPECIAL REC'PT TIME CLOCKS SELL UNIT HEATERS MULTI-OUTLET DIMMERS SYSTEMS AMT. K.W. OIL H.P. GAS M.P. AMT. NO. A.W.G. AMT. AMP. AMT. AMPS. TRANS. AMT. H.P. NO.OF FEET I AMT. WATTS 1 F SERVICE DISCONNECT NO.OF S E R V I C E AMT. µ1P. TYPE METER 1 q 7W 1 Ar 3W 3 N 3W 3I'AW NO. CC.GOND, A.W.G. NO.OF HIAEG A.W.G. NO. NEUTRALS A.W.G. EOW►. PER.0 OF CC.COND. OF HIAEG OF NEUTRAL 1 200 CB OTHER APPARATUS: EXIT SIGN-BATT. BACK-UP 1 5 TON A/C UNIT-1 MOTORS:1•-F H,P. ,1 5 11.P. PANELLOARDS: 1-1 CIR. FIO ELEC. WATER HEATERS- .- l-In k..Id. SHOKE DETECTOR:._4 L L GE ISM MANAGER Per This certificate must not be altered in any manner; return to the office of the Board if incorrect. Inspectors may be identified by their credentials. COPY FOR BUILDING DEPARTMENT. THIS COPY OF CERTIFICATE MUST NOT BE ALTERED IN ANY MANNER. THE NEW YORK BOARD OF FIRE UNDERWRITERS BUREAU OF ELECTRICITY 85 JOHN STREET, NEW YORK, NY 10038 Date ,7TPIITVAR`>r :1. ,19'97 Application No.on file 12789396P96 N 408356 THIS CERTIFIES THAT only the electrical equipment as described below and introduced by the applicant named on the above application number in the premises of ROBERT/+_"HR TA 1"R WN, WE;ST FRE INT STREET, GREENPORT, N.Y. in the following location; ❑ Basement Ei I st Fl. ❑ 2nd Fl. OUT Section Block Lot was examined on J•ANU AP 09,_"`a 7 and found to be in compliance with the National Electrical Code. FIXTURE FIXTURES RANGES ICOOKING DECKS OVENS DISH WASHERS EXHAUST FANS OUTLETS RECEPTACLES SWITCHES INCANDESCENT FLUORESCENT OTHER AMT. K.W. AMT. K.W. AMT. K.W. AMT. K.W. AMT. H.P. DRYERS FURNACE MOTORS FUTURE APPLIANCE FEEDERS SPECIAL REC'►T TIME CLOCKS BELL UNIT HEATERS MULTI-OUTLET DIMMERS OIL H.P. GAS H.P. AMT. NO. A.W.G. AMT. AMP. AMT. AMPS. TRANS. AMT. H P SYSTEMS NO.OF FEET AMT. WATTS SERVICE DISCONNECT NO.OF S E R V I C E AMT. AMP. TYPE METER l p ZW 1 0 3W 3,!3W 3/4W NO.OF CC.COND. A.W.G. NO.OF HI•LEG A.W G. NO.OF NEUTRALS A.W.G. lQUI►• PER& OF CC.COND. OF HIAEG OF NEUTRAL OTHER APPARATUS: BRIGHT IDEAS ELECTRIC INC � � L 207A WAKE14AN ROAD HMPTl, N SAYS, NY, 11.9-46 GlNERAL MANAGER 11 7h Pe Thiscertificate must not be altered in any manner; return to the office of the Board if incorrect. Inspectors may be identified by their credentials. COPY FOR BUILDING DEPARTMENT. THIS COPY OF CERTIFICATE MUST NOT BE ALTERED IN ANY MANNER. BOARD OF I1HAL'11I .` FORM N0. f 3 SETS O@ JY(.ANS .,! . . . . . . . . . . TOWN OF SOUTHOLD SURVEY . . . . . . . . . . . . . . . . . . . . . . . . r... .., BUILDING I)PPARTMENT CIlRCK-:4. .5:S,31j ?. . . . . . . . . . . . Al i� I ��� 'TOWN BALL SEIP'TI C CORM . . . . . . . . . . . . . . . . . . . . uui SOU'TIiOL.U, N.Y. 11971 �'. TEL:: 765- 1007 NOTIFY: . "r°`' OLD CALL 1?x;nlired ..., I9. MA 11. TO: . . . . . . . . . . . . . . . . . . . . Appruvetl. !�! ., 19.1 FermiC No.�,Y. `. .................................... �z 1)isapproveN(l a/c ...............................k.; .................................... .................................................. ..... ......tector) APPI. C 'TION COR BUILDING PFRMIT Tate. . . .�. . . . . . . . . 1195 1 NS'T111lc'T IONS a. 'ibis apprlicaLiat mist be conpiletely filled in iry LypewriLer or in ink atxl stdrmitted Co the lbilding inspector with I sets of plans, accurate plot plan to scale. Fee according to schechlle. b. Plot plan slxrwing locaticxr of lot arxi of: Wildirrgs oar premises, relationship to adjoining premises or lxiblic. streets or areas, aril giving; a detailed descripticrrr of layrxrL of: property rurst ire dr.xnr out the dingran whit-}) is p-rrt of this applicaLiorr. t c. 'file work covered by this applicatiotr nary not be comrrerxcetl before issuance of. ikrilding Permit. d. llpoo aplrroval of this aprplicatiorr, the ikrilding Inspector will issue a lkrildint; Permit to the 1pif;1icant. Stich permit shall ire hepL cxt Ore premises available for inspecticxr t:hr(xitlxxrt the work. I e. No Ixtildir>f; shall be occupied or used in wlx)le or in lvirt for ally pxlrpvse wlhaLever rn►Lil a Certificate of Oct-Alga xy s1ra11, have been granted by late iklilding Inspector. APPLICA'i'.iON IS lQiIiFBY MIME to the Wilding Department for the issuance of a i1ldiding Permit lxxrmmrl. to the Ikrilding 7AAle Orclhunrx.e of: the Tex.nt of Scxrtlwld, Suffolk (kxmty, New York, aril ocher applicable rows, Orditvrinc.es or IlegulaLiotis, for Lire coosLnhctiorr of Ixlildings, acklitions or alterations, or for rehnoval or demolition, as herein described. Nle applicant' agrees to caraply with all al>Irliclble laws, ordi rxrces, Ixiilding c le, lxxrsing code, alxl re_iIaLicxrs, arrci Lo winit authorized inspectors all premises mill in ixtil for nese a ns ctiorrs. (Sigrmtur_ alrpr)icant, o n1nx�, if 1 corpxrrlt ism) ,I .................................................. (Kiiling acklress of applicant) State whether applicant is (7-nier, lessee at*eu archiCect, engineer, general contractor, elecLrician, pltnb)er or Ixiilder. ............................°...,.,..................../......................,./.............................. ................ AMD Nnr_ of (veer of premises ..(-�!' ��. .. ?11- !............................................. (as cxr the tax roll or latest deed) If applicant is a corporation, signature of duly aoLlxrrized officer. .............................................. ........... (Name atxl title of corporate officer) Ikti1ders License No. 1. .1.15-X � .... Pltnbrers License No. ......................... Electricians License No. ..................... ()tiler Trade's i..icense No. .AA............. 1. i,ocaLLi/onh�of l.nrxl on which pMx)se(1 work wwii 1.1. be (bare .( .............................................................. ..... .11.6.1.5 ..............� L ...6clr.........,.......................... r�L;(................... Ikxrse Wilber Street �/ 14rmlet CcxnrLy Tax Kill No. KXX) Sect jolt ......`, ...... III ock ......(........ Lot .... rN11x11VIS1(xl .....,. � ....................... Flle(l rt•11) W. ..!.�k.�iL4..... Lo .!U4 ........ (R-1w) 2. State existing use arxl occ-tipany�o/f,�ppremises � atxl int�erx/k�-,d 11x1 rrcc�t)ik-Irrcy of proposer] construction: a. F.xisti,rt; use arxi trcc7rpktrxy ..1�tQGl7.... -/ ! ! .............................................. �� � ?)z� .......................lnletxled use arxi rcc(rpzrxy ..�" .... ... - Y aR Ott qt ,•.i;..)�.lt'ar,i a'l'tral0A ytnrrr7 Wr4%1, %x 5`s=tb.04 1. h•►l11re of tx,ck (tileck width al,id icnhle). 1,"4 Ik►llclilyl .,, , . Ackli t ion Repair .. ...... .... Itellrwal .... Alteration .. . ..... .. ... ... ... IkrlK,lil:ion .... ........ Olher Work ................... .. .. .... .. ..... / �7l (Description) ....... . fee ... . ... ....... .... . . . ... ... ....... ....... ..... (lo be paid cx► fi l inl; LI►is appl icilHoo) 'i. 1f l>x:llinlg, [tinier of Ape IIit u► 'L8 . ..OY.(�.:,. Iku1►er of &ielIhIg 11111 Ca c>,► each ficx►r .......... 1 I` garcy;e, ►xnJx r of caro ..... . . .. . ... . .... .. . . .. . 6If lxlaloess, c(Amercial or mixed (x:c1111a1lc:y, specify llaulr(: a1)/1 extetit of each type of use.. . /. Ilimulm1(xla of LAI as linlk g atraurell if any: lT,(xll:.. ... r. . hea ✓�+�i�. Ikpt)► Ik:iglll: ....N................ Fk.J,er of Slorica / . ... .. . . .114/ . ..�� I)iur nslcxls ofAA�ryQ structure 111111 al feral is t a(kli Aons[[. Front ...OU 1(ear .. . Ikplll ......1.�,..... ..... Iksil;IlL .. . ... .. ./ ... .. Umber of titoric'.:► ,�� � .. .... If 0. I)lur:n:;i(xl8 of entire rx_°w (:(x18tI11CA,i o: FIont Ite:ar . . . lkplll .. ... Q / .... .... f saber of Stories ..1.�®/r7 ,\G . ... . .. .. 9. �.�. . ;iize of loL: FrcxlC ..1-4- . . .. . . Itcru .... . .... . I11. 1):►l a of H►r chase .l� 7-.! . .. tlalr of I on1><:r YOW11(. r .. .. lDepthp ............ I l l '[Axle or title dial:rict in whit[[ prailisea are situated �. .............. .... . ... . . .. 11. I)oes prrllx):;ed c:(xlauruc tloo violate any zooind law, ordiluilwe or ►-el;11laticxl: , I ). [Jill lot- be rellra(lecl ... W Will excess fill Ix: ,-(alurved from pl alli aes: YES NC) Ib. Na1rc s o[ ()<.nler of pre,nisea -1 .. fe4p ... Acklresa . � 7 �'/Ono � /f 11101x. No. Nixie of Arc:hitc:ca: . 74.f;Kl. . r ���y�J ..41 11.(.... A(klreaa .4-/�, ��r.►.... 15. . .. ....... I'llolle No. ,75q'� � Mile of Contractor .l�!► °7. 1... .4f\L�; , , A(klress ..C-u7CIq�j,:�...... ...11xx►e No. -T'dOU .. 15. Is this prolx:rty within 3(X) feet: of a tidal wel:lalxl"! * YI?S NO l x. . *1F YI:S, "AA111CII1) -HAM '11diS11aiS 1.1-A-11'1' HAY IV lil(AIIRIJ). I'LOT DIAGRAM Ikx:al.e clearly a11d distinctly all buildings, whether- existiog or prolx,se(I, and i►xlicaLe all set-hack dimensions I,un prolxarfy lilles. Give street aril blcx:k ,rid,er or cleacription accorcliog Po Gleed a,1cl sllcxa street n(rlles a►xl ioilicate tdlelher inferior or corner lot, (A t1V Y(AtK (X 1lltllY (M% c�xun, delxlses alk l says 11111L Ile is the appl icslot (N;rlr! of i►xlividual sil;ning cootracL) clix,ve lurlrA, I k! in l i►►! ... .... .... (C()lll►aclor n(,enl corixlrate officer, etc.) of said owner or (wlx:rs, 111x) is tiny .x (1101 zed to I)Qrfolm or have (xalrfonlyd (lie said work 111x1 to milke 111x1 file Ibis nppl icaLioo; that al I stalelrntcl cooLaioed in I.Itis app[ication (11-(: ,lie to the Ix!aL of his koowle(Ige nod ix?l ief; .11x1 11111(. Lhe work will Ix. llerl'0n11etI in the ulaomt- set ford► in the application filed therewl"Ih. lkxlrn to l,efole ur! [his Q ...... l�r.... . . .. .day o1: 9.4l� . .. r 1Jot ary I'tlbl is .. ... ROBERT L SCOITT.JR. 0} Y. MARY PUBLIC (Si(;n(lttile of App icant) No.4725089,Suffolk Term Expim Mar 31 9 _,...� Lee MAY 2 11996 U ' ""^•---.' -�'r •'f0 '�,�• c'n�er •E�„'rr.,.t !-',�€:'1=v9+fc:EC> f'�U,f? rinnrvirvc eoneo L.: 42 1..._�Nl iv 7"c+WN cJ,w Soo J 1 �) 3 10 GI I v .'r, a ,O d:L 30 40 SG i to ,, a 1 I I � 73,5 S&.F7. (y Su ft'ofk !.'aunfy' Tux P4s-odl: 1000 -- 45 - 4 - 6.1 1J <, I � � r:••erlx;.3es !r. 8-t27i>`e f.item/a/ Brrsrness; r � ' � I fel �ar+dill �a ar/r�h'lenfis : Lwice +1 I i � rypry r•r!d<^.C' G:dtCz.�rVY'Fa}F1: - en yHa�ltdd Gn guile,�imaJ � cbtze..rerfk-: is©O 8,6-1 1� p4 f6i fr 1' B(ues',{{tine ei?"fv,Rlw,kiMrrf- ,.6,0411s.f.•0.6 8' 0 - 4, /69 !o i °" '1 t6L cufY. cap. .b 1` I'• lr. - � � II G+iP1.,+ry Ry:B'r°'�.r - - gad �o!• sa Plc faxk, �'x Y�r aal.,+ i � - � �, � � . . a'y>`h 3'�Jurrci-nncJ- r•a'✓a/ r.G/fa/•, I I � � � ,� :nu,•N rn ix I � � Ga reea'•'� i r, rajf I '� V i w. tl+rltl: � 6i" � a'• I � '1�7 u I � ,:a' p L la ,+ ' `"4' ' bo x'`�' ao ailY>'Yfi r r dI•w+rz i Ca Warr tour;5 ."'�•l:rr t5:1 /a-C211_ CoWrlf ro+ i ++ \ p ;t+. e Cirrrua-:v,n4 acre! :uar, .inRj t;er 7ou.,rr sec's. I, ��•,� �. � I asa � � i 'y►��lM1x � Fa:c � T,r•zi^a ulor}rr sn fir vrra:a � pe'i+' NYS t� 'r �,frFc 1. I I � ��`� ;� lV 5'y '� i f � __. ' � � � y fP. I _ � • �^ _� �o�:SNrf�9'6'IrML( [i fit' ., I nn0� �g flee f ► ;l'r + !, �wwvirT �«•.+ d. �•- _ �' .;�__. 3 __�-.__s,. 6'suhh=rbksir�bilimerd aub baso ^ '�4c��.ZG1LS.�., ha ' 4 1n►ri�''drrt'P'A, ` i' d'X F',rfr r Sp&7,)-ec la`: rE,N1 ? r.Ta we 11S WifHirr :5,9 f4'6f m f^i•aMrrre�7:- � as `� r"`,514 :.•5 la n9onl^8's i fiirrm _ __ �, r,.• -'t` . -ri ",� * „•,a - � f+L" .. 7 467 8 - .??rnC'n9'SE[J rGF,r•, ti �t .yt _. _ f �j91G ' J3 .W _ t -• - ,rRnS''. ,hti d _.. act • 1�- -1 ^ - �' _'_ � ,y,i.,t,.�7�,�. k"• ro ,'.•_-I .,.cre,,G fi,rli'. � � - _ _,_Avy. 17, 1094 J_uf 4, 94 bsu.mNmYA.unM.nm.6� .nN.MWn/wr 6rran i j . _..^ !'_ a' - .StnmiA'a,ax. r;r�.c.'��:'/ t:+1 F,(�K7'r.+r.p=:r ot* M'kz+it.y'•N ,mar 49,19� rr .,am4ww.rm.o�n�naw — APPROVED BY mwmlAMiM. . M-- p_ , nWr,•Y MMY�III. me...wtl.u0p . I fr n► �-�' ., Y -• - - Arr .:r�9� � n?o' 16 f Q mm. w.,uY PLANNING BOARD Im,a.m°°nr,nb.mm.mawwa imamo m,nwlumm.emMn.m�" It, 1594 mm°.oay....mm,Ynano n+f{ I TOWN OF SOUTHOLD i UL 311996 !¢ddamr < K 'earl,' 7-u y„ tr. 1.00 /• "� '�p+« "fes a.�.4•,„ yQ.oCKV.kr`9 ' 1 .._ t 1rc•r ',.%C c,,' ' A',":'� .,`�F,^l^Y<`"!DY3 * I _. * I! 3 , ' U 1 rq � ✓ � � iii �fN •I,�, . . 4u �^F��' I i -, FSM rF.I „ l ',I NOTE CHANGE�(8) - INLET MIN. 4" DIA. CLASS 2400 y by Dept.10f Health SeNlcet PIPE PIT CNE D MIN. 1/4" PER FT, f�6dI21N 1 / p � � . ..«,... M..... .... .... FINISI IED G J_� 6 - CAST IRON COVER TO GRADE '`e,-Z" FT. M *� a a•e a CREEWR ruoNmo �®p � �I [ }� r � � � wV/L iG , CA,r IRON COV: 0 bA Fig I_a G4 lY Pa r� rqIEr x a /a SRAM � 0 Co ® �I M ®U s vp�"a 0,PUgo 0 � (a B m r-g E9Q O L� ] f-tCH p 0 M q y ��!,/QIxl[r J- I - (3 21NC I IL Itl ® R E3 ED 9] Q � �9D" MIN R01A. 4' as Ips �I PIPES CDVEI . pN'� CLARE [ICO Rn[ +OMTLCT J ® ® It11 hl © G� ®QO Wfltn AttOM LIMN relan 4NmWuxr MNL"'op. ,' 9PITCM4O MIN,I VII I • 4400 NPC ED fel ER) a M ED 9 0 � .� � FatrnirrgPe ;:a� ' .� - � � r 4R�. is I L WINED MIN. •� 10' DIA I . +� KEY IWIAP - � a G NDW TER BACKFILL MATERIAL TO BE CLEAN SAND AND GRAVEL T 01t1tT8 ^ � SEPTIC TAN s[�ru�usE Gc'>�iex �tMs, ROBER 900"GAL'LON" Tq 'TiTt15WN _ NO aC/1LE SANITARY LEACHING POOL dRESNr611T Z j TOWN OP SOU H(,TLD ! SUFFOLK COUNTY, NEW YO1t1C o \ -- --- - TAX MAP No, 1000 . 45'-4 , 6.1 1 SIIFIULK GO(ANT't eEPANTUENT Of HEALTH SERVICES AiPPROVED -OR ',ONSTRUCTIGN IONLY Hs. REE. Ho. / U ^ 9 L/-o/ u SITE DATA .1. `\ NI N I r ft10W ' ZONING CLASSIFICATION' B ZONE(GENBRA.14USI'N $4.) �I TYPE °�m -MyD yI _ ROPOSBD USE-1-1-1-1 ICE', 10 this approval is granted for the construeuom of the sanitary SITE.DATUM...........'...... U aSCdcOB"+ U)1 dlapasal and water supply}acilihes pursuant ho Articles vB and TOTAL AREA OF SITE..... OFFICE o7 N thr Suffolk County Sanitary Cade and is mot an expressed AREA GF BUILUINO .....'. . :. . -r 35735 SF 'A nor implied approval to discharge from or occupy the "•' sbuclurdsl shown. THIS APPR YAL EMPIRES TWO t21 YEARS FROM THE BATE 6—, SANITARY DESIGN CAL CUJ,,ATIO.NS ` a 9qd V — _ eAH 1INATWRE I. ALLOWABLEI7ENSITY Approved in accordance with Board of Review TOTAL'ACREAGEI ='0,912 ^ determination dates 30 / HYDROGEOLOGICAL ZONE IV j - y �O(' WATER SUPPLY-PUBLIC$ERV1eB / 1 ' -Vrzor(FS,00A)AL E/V /N BY THE A/YtrcANr 7D SOPERV/Sc FIND 0.912 ACRES X 600'GPD1 ACR$ = 547.2'GPD -rt 4 E 72 sN,'Aci KAND ut-n .r7J b r�j Cc TrFY TME S/rE E>wl-vATlan/r 8A1cKFiLcrNC1 AND yufTptcR'r}orJ OF TAE S>qN/r/t2✓ ,E'YS7b"h•l Gf \ I I -Tec N IL S0 rt 11- AL H36 TH e-YNfe l'��TJ NCCESS4-AX AND t6o"+ct-D l rTH Aece?7FP<E SoIL Amrmnt ' U. DPSIGN FLOW I - FkeN�IK,fFT t 7-0 067ACN A NYDRA+n'.te LONNEC770IJ To 600A SoA.r, TF NECC101 \ A WELL PO(NTSYSr(5M 911'gtL -Re VleA 7D EFFECTIVELY )ZIOmOVE UN,NITARtE Sor's. OFFICESPACE(GENERAL)I + ( - EXPANXro.J Po OLS Jy/ALL !3E TNSTAtLED 0014 N4 THe _7� fripL CoNX UCTIOA1 aF 7W SANTk"-fyJR7n- 1900 SF X O.OIj GPD/SF-;tOB GPD +•,'Na7rFrcA-TroN S'HAr1 VE rvAPE' To 7-Aw 7)EPAfl_rM: T So7HATA rrEP+eESEWi/FPV(+^C.tN WrTN OfS 10B OPD -547200 OR ' i T146 SOIL R_ rOd,'!L A-ND lZC~CCMCW7_ 0Pt72A77ar✓ I II .:7w S-[fAcc SE No cONSr7LUCT7oN OF THE /3wcn/Atte u'NTrL A- L ua+dvtrAacB sotr-s'aAE aE'^ovE°UI.. $AN1TAItY D1 ST�iN ,Ili i Y AwP AEYLA-cop G t7w ACCEPTABLE nA',Tn h4!• I, - _, 1(CAVATION INSPECTION REOWREO TPD l ( f3,'4 .. g�SING a'7E',4'-DEIiP SEIPI'IG t BPTIO 108 GOD 2.AAYS'Pt,OW 216, prtr. ; p •i Water lines_nTus' " inspected by the ct TA ^F I Suffolk County Dept. Of Health Services. z. LBACHINGPOnLs ''. • j Call 852-21 0, 24 hours In advance, Ida GPD/15 »i1ro - rad I to schedule Inspe!ctlon(s). •� .6 usE:e 0`A;41;',I4LOW' G TOT'aL A sY i� . EFlE�111E1Eft7ti'17.LFT Tor* . (' Mt ft-FT) EXPANSION'Poo INCL TTDE[1)' F' VIDk:' 5HAR11�fG; Q E'P.EVEM 5014 900 1 Id4fh1. `dl t AE L. I t S.C. DEPT. OF °ry ' -SMVIEES , HEALTH n W � IO� kB 57 ' MrvCI- PA)ILDIAI'a' ' J;- l D S510NPV F ELEV. +IC.O IJ D 4cwM MIK .. o N D CLEJ + I l.p ' c f-cYE _ N — �1 I E � , „✓P.TP-R- '' RU- .J�C1FAN .�..FhIC�-�e>R,tvEr_. TO'ELk,V,. -2.3. f•E1�FnG' EGr£ of �. DI . s(RIRu N 7 - IEAO - ' C U Y w X4 G1G"dNl RM E EPCE1l i.I� Ei�.'L I! i r \ `I r IFI NISNED F.� T.E + IO.b r)=-. +:9.5 ! 1(} LIM IT.GF EXcAVATOJ \ 0 N CLEJ + 16 v — f:RD.iN L1AY ELAV; 'a3bV+12 —T.E- +9.4 © CSEE rF"LE ) W 514�� ?2.67 SG o2 v/ _n_ 77° 6 ' v✓ ______. ----- x.E+ ll.o SfMC- AAHL rE . o e LF. H II • .T.E.+10.7— - Ar�u LEAD 2" L 1 _' ' ._ _--- / �T�--_--- —' GRG.Y�Ir7 w.h"TF� I •_ _ _ _ 1 '�A,L La,.,� t-� � ,=VE.- ZrsN Fad PEPIMETEj� Y `-Ir�I f�' I�.v^.rr'„ '. Gf LNCf\Y/1TIGNI FLI_V. F Ej-E�r- - 3 O I •�''-' '�' ''� ,.,.p -yra. C`.�!It.CyM. 9', r1 r'. V � 3Ws..'N C44vEY 2= I zq r�R.EG'' D _ -`----•-1T---^ _ ��"`' .. �' _ 'I'�M1J {},: ... v, syr p f 5 I TO EU-4 Z3O �AI'I�Cl/C. Iz4o CU.YpS, / 45 ELEV. ERF aN. {YJ PQOIS �I P1 : lNn/stEC'r 1-0T INFOt4w l tf4.EW �JP�VEY FKfPAf�:D 'uY - q DUFJFJr. INiTt�+. •C.oN. �T UC1T`k�N PS FLICK Vail n1YL. P.C, ('wP > I ' fit` P�,D OF P�-lIlv/, - pefLP�mrJA7aLl LPd�T P+EVlS1Ghd I I7 T 11'i4- ' � r,A g I � ''1,,, �I{� CC . II 7y 1 I' µ OF ^ML, 199 ' rn NO wEu ,s ,,�lrFlrr,I I Via' F �T"t . !I � i N D cS 9A x.cal�1 G . Ex15E�NG PlllrAf Zv r'L TG9 V rurlre« Y w n+ Pit w ._ t . Fi' .IRa II�ARI e � H DA T7� Bfr IN�ALLto TE gtp'Of ,• 20•,� ,- U_Czn , SA'NITAR1f SY `T WEILE NO c x.rrtgtonIrYe:, i AKiN _/11G. 4j 1� P4 17 7� c.e —4— IL PL:/WV 12111 42 A r PRO 7?> PUS KIM' a 044 Po' pt wry Scale on O/Dtro M PpArjoo 10 raX, lice ;.6,06 7-- io this survey la vloistrM of 9 © tris Section 7208 of the Now York glee Education Lays. Copies of this survey rasp not boa&q the land surveyorls inked seat of &mbossed seal shall not be considered 1619 to be a valid true copy, ruLarantess indicated hereon shal r-3 oto' o,-),to the person for whom the survey m,ed,and on his behalf to the C coo. MIV�—'Paf overnmental agency and fiftedh-re.nand 15 to !ha fundinginsti. to adw—;nal inb;iwwns or subsequsw o"rs 0 T.Ir Ar 7, '14 - 140'jf 4V 'P : 7 e,4 q Y OleVkV. �A 10&'W ;;K —44 t C/47 lie IN 1,101 V Ilk '�4 11P A. --4 SLC.'ra x 4k A y 211 4i Vol % .X/i+ 0,J�01;w: Z�t.0 SW 94 J 4TI.-'I" IV, W, -0.40 1 d "-7 Ae ' )yj NO � 11, ;5,94 x0K V.4 OFFICE: DO NOT PROCEED WITH — - SEE- 4n an-_E - — - CUTCHOGUE. NY, 146.21' JOB N0. FRAMING UNTIL SURVEY ze-oa11 OF FOUNDATION LOCATION MORTON BUILDINGS GENERAL SPECIFICATIONS HAS BEEN APPROVED. ' USE IS I LAMINATED COLUMNS - NO. 1 OR BETTER SOUTHERN YELLOW PINE NAIL LAMINATED 3 MEMBER S4S COLUMNS URDERTYRITERSCERTIRUTE USE iS U L WFUL � C� REQUIRED WITHOUT CERTIFICATE G NAILED 8" O.C. STAGGERED ON EACH SIDE WITH 4" NAILS. I ANCHORED ON CONCRETE - COLUMNS ARE ATTACHED TO CONCRETE BY USE OF 1/4" H.R. STEEL COLUMN rl OCCUPANCY SOCKETS. EACH SOCKET IS FASTENED TO THE CONCRETE BY TWO 1/2" DIA. x 10" PLATED ANCHOR BOLTS APP4/ASNOTED f,JCC��C`ittiKel DATE:��B.P.# 3G 39 U AND COLUMN IS FASTENED 70 SOCKET BY FOUR 1/2 x 2 1/2" LAG SCREWS AND FOUR 20d R.S. NAILS. FEF:-Gg P40TIFY BUILDING D P ENT 7 SPLASHBOARDS - SPLASHBOARDS ARE NO. 2 OR BETTER SOUTHERN YELLOW PINE 2"x8" S2S AND CENTER 766-1802 9 AM TO 4 L FOLLOWING INSPECTIONS: MATCHED, PRESSURE TREATED TO NET RETENTION OF .6 POUNDS PER CUBIC FOOT WITH CHROMATED COPPER 1. (FOUNDATION - TWO REQUIREDoo a FOR POURED CONCRETEm >_ARSENATE TYPE III, OXIDE TYPE, IN ACCORDANCE WITH AMERICAN WOOD PRESERVERS' ASSOCIATION SPECIFICATION 2. (ROUGH - FRAMING h PLUMBING 3. INSULATION C2. ONE ROW IS FURNISHED FOR BUILDING ON A LEVEL SITE. 4. FINAL - CONSTRUCTION MUST i '�" 13E COMPLETE FOR C.O. O FRAMING LUMBER - SIDE NAILERS ARE 2"x4" S4S 2100 MSR SPACED APPROXIMATELY 30" O.C. WITH ALL ALL CONSTRUCTION SHALL MEET I PARKING I (�/ z THE REQUIREMENTS OF THE N.Y" AREA L.I_ JOINTS STAGGERED AT ATTACHMENT TO COLUMNS. ROOF PURLINS ARE 2"x4" S4S N0. 2 OR BETTER ON STATE CONSTRUCTION h ENERGY W CODES. NOT RESPONSIBLE FOR ` 4a m EDGE SPACED APPROXIMATELY 20" O.C. ALL OTHER FRAMING LUMBER IS NO. 2 OR BETTER. DESIGN OR CONSTRUCTION ERRORS ROOF TRUSSES - FACTORY ASSEMBLED WITH 18 OR 20 GAUGE GALVANIZED STEEL TRUSS PLATES AS I I pRpp05Ep, I Q 30x9 x60 Q REQUIRED AND KILN DRIED LUMBER AS SPECIFIED. IN-PLANT QUALITY CONTROL INSPECTION IS CONDUCTED BU Lp NG rn UNDER THE AUSPICES OF THE TPI INSPECTION BUREAU. TRUSSES ARE DESIGNED IN ACCORDANCE WITH PLUMBER CERTIFICATION CURRENT STANDARDS AND SPECIFICATIONS FOR THE STATED LOADING. ONLEAD(''ONTENT-BEFORE gt SIDING PANELS (KYNAR( - 0.019" MIN., G90 GALVANIZED STEEL WITH AN ADDITIONAL BAKED-ON KYNAR 500/HYLAR 5000 CEART/F/CATEOF OCCUPANCY _ $OLDER USED IN WATER U FINISH PAINT IS NOM. 1 MIL THICK ON EXTERIOR. (KYNAR 500 IS A REGISTERED TRADEMARK OF ELF ATOCHEM SUPPLY SYSTEM CANNOT I o NORTH AMERICA, HYLAR 5000 IS A REGISTERED TRADEMARK OF AUSIMONT, USA). E)KCEED 2/10 Of 1% LEAD _ SST 02' 90- W 0� ROOFING PANELS (KYNAR) - 0.019" MIN., G90 GALVANIZED STEEL WITH AN ADDITIONAL BAKED-ON KYNAR 500/HYLAR 5000 , _ - 6.28' FINISH. PAINT IS NOM. 1 MIL THICK ON EXTERIOR. (KYNAR 500 IS A REGISTERED TRADEMARK OF ELF ATOCHEM ALL PLUMBING C Roep �� �[ Z NORTH AMERICA, HYLAR 5000 IS A REGISTERED TRADEMARK OF AUSIMONT, USA). &WAER I-INES NEED WASTE ryWl TRIM - DIE-FORMED TRIM OF 0.019" MIN., AZ55 GALVALUME STEEL OR G90 GALVANIZED STEEL ON GABLES. TESTING FOREGO ERING- LLJ RIDGES, CORNERS, BASE, WINDOWS AND DOORS 'MTH THE SAME PAINT FINISH AND STEEL AS ROOFING AND PLOT PLAN O If capper tubing to used SIDING PANELS. for WatPi distributinggshlb scAle: 1^ = 40 " GUTTERS - 5" K-STYLE, 030 HIGH TENSILE ALUMINUM GUTTERS, COLOR TO MATCH TRIM, ON BOTH SIDES OF THE BUILDING. BYstem;piping shall be Of tyPOS K Or�I` Q a ADDITIONAL NOTES TYPICAL I ) ALL PLOT PLANS AND RELATED DETAILS SHALL BE PROVIDED BY OWNER UNLESS INCORPORATED AS PART 'LUMBER SPECIFICATIONS E 1991 NDS VG� Jul_ SIZE DESCRIPTION BENDING VALUE Fb (/ OF THESE DRAWINGS. 2"x4" N0.1k2 SPF 1313 PSI 2"x4" 21O. MSR SPF 2100 PSI O 2 ) ALL INTERIOR PARTITIONS AND ROOM FINISHES IF NOT INCLUDED WITH THESE DRAWINGS SHALL BE PROVIDED 2"x6" N O. 1 SPF 1138 PSI a 2"x6" NO. 1 SYR 1650 PSI 2x8 N 1 SYP 1500 PSI 2"x10" N BY OWNER. STANDARD FINISHES SHALL HAVE LESS THAN 200 FLAME SPREAD RATING AS REQUIRED BY O.O. 1 SYP 1300 PSI 2"x12" NO. 1 SYP 1250 PSI ASTM E84 FOR ORDINARY CONDITIONS AND 25 OR LESS FOR EXITS, PASSAGEWAYS, AND CORRIDORS. ALL 19501 MSR SYP 1950 PSI 1 1 2"x16" LAMINATED VENEERLUMBER 2800 PSI 3 ) FLOOR COVERINGS JUDGED TO REPRESENT AN UNUSUAL HAZARD SHALL MEET THE SAME TESTING PROCEDURES 3 1/2"x15' GLU-LAM 1650 PSI DRAWN BY: 853 CM AS REQUIRED FOR WALL AND CEILING FINISHES. 51 4"x161 2' GLU-LAM 2400 PSI 51/4x191/2 I GLU-LAM DATE; 1/12/96 2400 PSI 4 ) MORTON BUILDINGS GENERAL SPECIFICATIONS APPLY UNLESS INDICATED DIFFERENTLY ON SPECIFIC NOTE. HIGHER GRADE MATERIAL REQUIRED AS NOTED ON PLANS CHECKED BY: TJF DATE: 1/16/96 JOB DRAWINGS OR SUPPLEMENTAL INFORMATION. SHEET HCCT ( ND C / REVISED DATE: SHEET # DESCRIPTION REVISED DATE: CS335WKK 6-93OF 6 SPECT FGATONS & SHEET INDEX REVISED DATE: 2 OF 6 COLUMN PLAN & ELEVATIONS REVISED DATE: 3 OF 6 INTERIOR LAYOUT 4 OF 6 HANDICAP DETAILS BUILDING DESIGN CRITERIA OF 5 OF 6 SECTIONS ��g�, ,rV���a USE GROUP C1 6 OF 6 TRUSS DRAWING CONSTRUCTION TYPE 5B HEREBY CERTIFY THAT THE STRUCTURAL DESIGN FOR LIVE ROOF LOAD DESIGN 30 PSF WIND LOAD 80 MPH THIS BUILDING WAS PREPARED B E OR UNDER MY . DIRECT SUPERVISION AND THAT A DULY ���EEEGMSTERED FLOOR LOAD 10D PSF PROFESSIONAL ENGINEER FLOOR AREA 1800 SC.FT. I C_.Q) p��4�¢uue000e„� i RONALD L SUTTON, P.E. MICHAEL L. McCORMICK P.E SCALE: AS NOTED DATE: I - 2Z'QS^ REG. # 1 57719 / 1 of 6 SHEET N0. �� �� 00 VENT-A-RIDGE E24 ENYE 12 1 T#16 GABLE TRIM 5" O,G. GUTTER B or �� T#21 CORNER TRIM T/f141 CORNER TRIM T�f21 CORNER TRIM T(p69 BASE TRIM • T#169 BASE TRIM ' EAST ELEVATION 66D'� NORTH ELEVATION U z VENT-A-RIDGE Z } Z T#16 GABLE TRIM O p ^ z z V IY1 z / r� 5" O.G. GUTTER 8� W `J D' 7 C L T,#21 CORNER TRIM Ir /1 Q 1x4 CORNER TRIM v 1 T#169 BASE TRIM 8 -4 CEDAR SHAKES WEST ELEVATION T#1414 y,4, cED SOUTH ELEVATION U [n 7'-41/2 7-6 7-6" 6-0' 7-D 7'-6" T-6" 7'-41/2" 1 z 7'-41/2' 14'-10 1/Y 27-4 1/2" 28'-4 1/2" 35'-4 1/2" 44'-10 1/2" 52'-4 1/2" 59'-9" W 01 0 37-41/2- I I O � _ 1'-0" OVERHANGS - (SIDES VENTED) ji h B COLUMN PLAN LEGEND I I p 6 I - - 3-2"x6" LAMINATED COLUMN LOCATION I �' • - HEADERED TRUSS LOCATION o, Im BY: 853 CM o — 30' S.0 TRUSSES ® T-6" O.C. 1/12/96 j BY: I \ \ I 5 ATE: 5 0 0 TE: TE: TE: I 37-41/2 1�� -3 6 Iron ,,SlK-l!N li,'.: 7'-41/2" 14'71067/2" 22'7461/2„ 2B'64D7/2" 35'741/2" 44'-101/2" 52' 461/2" 759' 192 -6" FASCIA BROW W/ �_ `L� C/ 0 -6 - 2.-p. � 45 COLUMN PLAN '" �"�' s o SCALE: AS NOTED 11 SHEET N0. 1 - - - 2 OR 6 OFFICE: h CUTCHOGUE. NY. 1 JOB N0. 128-0411 I INTERIOR LAYOUT LEGEND p - (2) 3068 PMW (M-1) WALKDOORS W/ CLOSER, DEADBOLT & LEVER LATCH r O - 5068 DOUBLE GLASS ENTRY DOOR W/ CLOSER v D - (3) INTERIOR PINE WALKDOORS Q - (9) ANDERSEN 330 AWNING WINDOWS -7 ® - (4) ANDERSEN 3456 DOUBLE HUNG WINZ WINDOWS Z r - � I I- 30"x30" ATTIC ACCESS PANEL �+ F O o V A, n - L CL z CD C2 W NOTES. 1.) INTERIOR DIMENSIONS ARE TAKEN FROM INSIDE EDGE OF O' INTERIOR STRIPPING 2 ) INTERIOR STUDWALL DIMENSIONS ARE FROM CENTERLINE OF THE i( STUDWALL. Ir Q 3.) EXTERIOR WINDOW & DOOR LOCATIONS ARE DIMENSIONED FROM THE EXTERIOR OF THE BUILDING COLUMN TO THE CENTERLINE ) r OF THE WINDOW OR DOOR UNIT. V I 4.) STUDWALLS ARE TO BE 2"x4"S ® 16" O.C. UNLESS SPECIFIED N OTHERWISE LL I U m 7- m O 4 8' 6-0" 81 6' 6-0' 6 0 28'-7" 8 WINDOW DIM'S ' 0 0 0 o w "I OFFICE BOOKEEPING ® - 20'-3 1/2" DRAWN BY: 853 CM i DATE: 1/12/96 p CHECKED BY: RECEPTION 0 - "� DATE: r - i REVISED DATE: 0 REVISED DATE: RESTROOM ORESERVATIONS ® - REVISED DATE: 2"X6" SNDWALL REVISED DATE: II UTILITY n ® - I 0 0 0 o , CO o titi 9'-2' 3'-10" 6'-0" 6'_0" 28'_9" PoNDOW / OOOR DIN'S - - 59'-9" I INTERIOR LAYOUT SCALE: AS NOTED I� SHEET N0. 3 of 6 OFFICE: CUTCHOGUE, NY. JOB NO. 128-0411 �12" MAX. 42" MIN 36" ` 2 2 11� -------- ---- `a GRAB BARS GRAB BAR N / T.P. HOLDER io � � � (3'-0" LONG) n TOP OF SEAT Z z WATER u LOSE M n WATER CLOSET I M j 18" TO 36" z > o Z j 3'-0" GRAB BAR �j n SIDE ELEVATION v e o FRONT ELEVATION O 0- OF WA WATER C� m w o FLOOR MOUNTED W v W lr I I � i'-6" 1'-3• < U) Q 6'-0" MIRROR LAVATORY Ll( � ,co Y I RESTROOM CLEARANCE LAYOUT Z O J— TO 1 2" 1 1 2" 1 + NOTE: 6" MAX. 8" MIN. !Y1 BARRIER FREE RESTROOMS SHALL BE IDENTIFIED WITH O INTERNATIONAL SYMBOL OF COMPLIANCE AND A TACTILE SIGN. 17" MIN.4N THE SYMBOL OF COMPLIANCE SHALL BE LOCATED BETWEEN LLry 60" & 96" AFF. THE TACTILE SIGN SHALL BE MOUNTED 60" SIDE ELEVATION GRAB BAR AFF ADJACENT TO THE LATCH SIDE OF THE DOOR OF LAVATORY SECTION 5'-D" MIN TE _ W&KDOOR THRESHOLD W/ ACCESSIBLE EXPANSION JOINT BEVEL LESS THAN 2:1 SLOPE PARKING 6X6-10/10 WWM ® — a ° CONC FLOOR GRADE , /_ 1 10 SLOPE GRADE AWAY FROM •° ° WALKDOOR APPROACH FOR "VAN ACCESSIBLE" OR STANDING PERMIT ONLY A 2" MIN. ® 59 SLOPE PARKING IDENTIFICATION SIGN $10.00 RNe (1.2" PER 2') a ANCHORED WH EELSTOP 5'x6' CONC. APPROACH °O DRAWN BY: 853 CM VAN (SLOPE � 2%) DATE: 11296 � o AT EACH SPACE REQUIRED AT Jlr. / / F VAN ACCESSIBLE ACCESSIBLE 12" BASE OFIRMLY�' 0° I" I '�' ACCESSIBLE Roure SPACES. COMPACTED COARSE SAND, EE: m A4 CONT. REBAR AROUND PERIMETER CHECKED BY: GRAVEL OR CRUSHED ROCK ° 0 C� DATE: ........:.. . REVISED DATE: NOTES: REVISED DATE: 1 ) ALL DOORS REQUIRED TO BE HANDICAP ACCESSIBLE & SHALL BE PROVIDED WITH LEVER z REVISED DATE: PAINTED STEEL z HAND-ES OR PUSH/PULL HARDWARE, REVISED DATE: CHANNEL 2 ) ALL DETAILS SHALL CONFORM TO A1171 LANDING I & THRESHOLD DETAIL ALOTHARD, ANDSIPRESISTANTSURFCES AND SHALLHAVE MR WALKDOOR 0 NcJ Nc � � io SLOPES OF LESS THAN 1.20. p6�alNsaa �� rlzt� ?, - FINISH GRADE 3'-0" MIN 5'-0" MIN. 21'-0" MIN. �nuouNer�owro"" HANDICAP REQUIREMEUTS HANDICAP ACCESSIBLE -NOTE, ONE SPACE MAY BE OMITTED ACCESSIBLE PARKING SIGN PARKING SPACE DETAIL WHEN ONLY ONE STALL Is (SCALE: As NOTED \J . SHEET NO. ' I 4 of 6 1 KYNAR HI-RIB STEEL OFFICE: fly 2"x4" PURLINS ® 20" O.C. CUTCHOGUE NY I (NO. 2 SPF) JOB NO. SEE 2' EYEBROW 128-0411 11122 DETAIL BELOW ° INSULATION STOP/ 81 AIR DEFLECTOR ° 2"x4" BEV. PURLIN I 10 E� FILLER STRIP 2"x4" STRIPPING ® 32" O.C. 2"x6" BEV. FASCIA 4 MIL REIN VAPOR BARRIER 5" O.G. GUTTERS 30' S C. TRUSS _ _ _ Tfj144 & 146 FASCIA TRIM _ ` SUSPENDED CEILING l� SOFFIT 2"x4" STRIPPING ® 32" O.C. 2"x4" NAILERS ® 24" O.C. HI-RIB/SOFFIT CAP _ R-19 INSULATION 2100f MSR SPF 6" BLANKET INSULATION W/ 2"x6" OVERHANG NAILER 2"x4" VERT. BLOCKS @) 48" O.C. 4 MIL VAPOR BARRIER SUSPENDED CEILING ( 2 ) 1/2"x5 1/2" M. BOLTS & 7/16" OSB W/ BUILDING WRAP "x4" } STRIPPING ® 16" O.C. ( 4 ) 20d R.S. NAILS 4 MIL REIN. VAPOR BARRIER CEDAR SHAKES 2 2 X GYPSUM BOARD Z Z HI-RIB STEEL (KYNAR) 2"x4" TOP BLOCK 3-2"x6" LAMINATED COLUMN f- n 3-2"x6" LAMINATED COLUMN ( 3 ) ROWS 2"x4" NAILERS 6" BLANKET INSULATION W/ 9'-0" (1)ROW 2"x8" SPLASHBOARD W/ N d 2100f MSR SPF 4 MIL VAPOR BARRIER TOP OF CONC, PRE-COMPRESSED ULTRA-SEAL LL ( 1� FLOOR TO HEEL /IYY11 W v 18" COL. SOCKET W/ (6) 1/2"15 1/2" LL M. BOLTS @ (8) 20d R.S. NAILS 7 2"x4" STRIPPING ® 16" O.C. � 1/2" GYPSUM BOARD Q (4) 1/2"x10" PLATED ANCHOR BOLTS Ir 2"x4" TREATED W/PRE-COMPRESSED 9'-0" ULTRA-SEAL U(1)ROW 2"x8" SPLASHBOARD W/ FINISH GRADE TOP OF CONC. PRE-COMPRESSED ULTRA-SEAL 4" REIN CONIC. FLOOR W/ 6x6 - 10x10 WWM FLOOR TO HEEL 18" COL. SOCKET W -- M. BOLTS @ (8) 20d R.S. NAILS 1/2 2' PERIMETER INS. / 1 • 8" CONIC. FOUNDATION WALL � (4) 1/2"x10" PLATED ANCHOR BOLTS SET BELOW A. MIN VERT. REIN 2 BAS2"x4" TREATED W PRE-COMPRESSED FROST LINE LOC. SET IN FTG. NOT REBARS TO E ' MN XCEED 4D"CD.C. BRE / ( IMS ULTRA- SEAL FINISH GRACEMIN. HORIZONTAL REIN. 3-/J4 REBARS, 1 AT 6" 4' REIN. CONIC. FLOOR W/ 6x6 - 10x10 WWM FROM TOP, 1 AT 6" FROM BOTTOM & 1 IN BETWEEN F-- 6,. CC 2' PERIMETER INS '• 8" CONC. FOUNDATION WALL T— TYP. FTG. W/ 2-//4 REBARS UNLESS SPECIFIED W 0 16" OTHERWISE m SET BELOW . .A MIN. VERT. REIN. (2) $4 REBARS CSP EA. COLUMN LLJ FROST LINE LOC. SET IN FTG. NOT TO EXCEED 4'-0" OC. SIDEWALL SECTION B— B nO/ MIN. HORIZONTAL REIN. 3-g4 REBARS, 1 AT 6" 80 MPH WIND LOAD SCALE, 1/2" FROM TOP, 1 AT 6" FROM BOTTOM & 1 IN BETWEEN 5 TYP. FTG. W/ 2-#4 REBARS UNLESS SPECIFIED 9 16" OTHERWISE 8 BODE � �A WALLSECTIOD SCAII / l' - A A c@0 T#6 1"x6" PURLINS 2"x6" NAILER 5"x5" PLATE DRAWN 11 853 CM 1I KYNAR HI-RIB STEEL 12 2"x6" STIFFENER GE: 1/12/96 2' EYEBROW FRAMES ® 2'-0" O.C. AT 8 FASTEN FRAME W/(4) 1 1/2" R S. CHECKED BY: NAILS PER 5x5 NAIL PLATE 12 2"XB" HEADER D® DATE: (2) 1/2"x5 1/2" M. BOLTS 3-2"x6" LAMINATED COLUMN REVISED DATE: HI-RIB STEEL 1/2" THERMAX INSULATION REVISED DATE: FILLER STRIP REVISED DATE: 2"x70" HEADER REVISED DATE: 2'x6' BEV. FASCIA 5" O.G GUTTERS 2"x6" STIFFENER 1 HEADER NAILING SCHEDULE 2"x6" BEV FASCIA 7/2 �I ` HEADER STUB dame SET BOTTOM OF HEADER :.x 3-2"x6" STUB COLUMN # SOFFIT/HI-RISOFFIT B CAP 3 1/2 FLUSH NAIL PATE BOTTOM OF ,•v'! s\\ COLUMN COLUMN Ql ) 3D' SC. TRUSS 5'x5' PLATE EA. "x1 D' io T 144 & 146 FASCIA TRIM NOTES - - - (z) 2%10' HEADERS - - - - - 3 REWIRED PER R CONNECTION REQUIRED 8'-4" NOTE INETRIOR OMITTED FOR CLARITY A�•E�e't0.� ` ,Jr 1. NUMBERS ABOVE ARE 10E R.S NAILS HI-RIB STEEL KYNAR HI-RIB STEEL O PRE_DRILL HEADERS AS REQUIRED GRADE TO BOTTOM 2 3 TO PREVENT SPLITTING OF 2 xE BEV. FASCIA 3-2"x6" LAM. COLUMN (BEYOND) HEADER TO JAMS COLUMN CONNECTIONq7. SUSPENDED CEILING IS EXCESSIVE TO CAUSE SPLITTING, THE EXCESS NAILS MAY BE INSTALLED 19 IN HEADER SUPPORT BLOCKING 2'- 0" EYEBROW OVERHANG SECTION HEADER SECTION C- CED� (WITH HI-RIB ROOF) SCALF 1 SHEET N0. 5 OF" = 1'-0'• (10/12) SCALE: AS NOT6 I COFFICE. CUTCHOGUE. NY, JOB NO. 128-0411 E� U Z_ NOTE: WEBS ARE 2X4'S z z RAFTER LENGTH 17'10-1 /2" O o LUMBER STRESSES TOP CHORD No 1 KD19 z 11 xt5 LOWER CHORD No 1 KD19 m DJ Pr Z Q 0 � J TRUSS SPACING 7-6" 0.C. 8j LIVE LOAD 30 PSF \`; 9, DEAD LOAD 4 PSF I U CEILING LOAD 3_PSF '"�• TOTAL LOAD 37 PSF _S7 4x10 12 PI, 2x4 -+7018 LI- Z To I 201 ILYLJ1 0 20x9 PI. 18 Go. 15x5 PI. 18 Go. O 11,Z-1 2' 16x9 PI. 9x9 18 Ga. PI —� e TRUSS DESIGN SPECIFICATION: " " 2x10x16' 15� 1 /2 Truss has been designed by computer using the Purdue Plane Structure Analyzer IAW current standards and specifications of recognized engineering principles. CAMBER AT CENTERLINE Output data will be provided upon request. 1/2" LUMBER SPECIFICATION (1991 NDS for Wood Construction): 1 ''- 10-1/2" Lower Chord -- 19501' - 1 5E MSR Southern Pine Top Chord --- No. 1 K.D - 19 Southern Pine Web Members -- No 1 K D - 19 Southern Pine TRUSS PLATE SPECIFICATION (ICBG Evaluation Report No 2929) Z DRAWN BY: 853 CM ASTM A-446, Grade A 20 Go. and 18 Go. where noted, O ' E - C - TRUSS J S galvanized steel Morton truss plates identified by a DATE: 1/12/96 hexagon stamped every 1-1/4" along the center of the plate. CHECKED BY: DATE: REVISED DATE: REVISED DATE: REVISED DATE: REVISED DATE: ASO , SCALE: AS NOTED 6FSHEET EON6