Annex L(normative)

API Standard 650 Storage Tank Data Sheet

L.l lntroduct¡on

L.'1.1 Purpose

This Annex provides guidance to Purchasers (owners, engineerirE contractors, and other des¡gnated agents) and

Mandacturers (fabricators and erectors) for the preparat¡on and complet¡on ú the Atmospheric Storage Tank Data

Sheet (hereafter refered to as the Data Sheet). The Data Sheet shall be prepared in conjunction with h¡s standard

such that comprehensive proposals (bids) may be made and subsequent conúacts may be placed for lhe fabricaüon

and erection oftanks.

L.l.2 Scope

This Annex explains information to be placed on the Data Sheet primarily by Purchasers for use by Manufacurers.However, some of the instruct¡ons apply to eiüer the Purchaser or the Manufacuirer, depending on which party

assumes certain responsibilities.

L.2 Use of This Annex

L.2.1 Dala Sheet Purpose

The Data Sheet (attached to this Annex) shall be part of a complete tank specil¡cation. The Daia Sheet provides

space for defining specif¡c techn¡cal ¡nformation such as geometry, design loads, materials, and appunenances, aswell as an outl¡ne sketch of the tank. The Data Sheet may be used as part of the Owner's permanent recorddescrib¡ng the tank. Because some informaüon on the Data Sheet may be determined by the Manufaclurer, the DataSheet may also be used to facilitate gaüering of the complete des¡gn requ¡rements. The floaüng roof section of theData Sheet may be omitted if no float¡ng roof is required for the tank.

L.2.2 Purchaser's Respons¡b¡l¡ty

The preparer(s) of the Data Sheet shall have tank des¡gn experience and shall ensure that the requiremenE are bothaccurate and complete. fhe Purchaser ¡s pr¡marily respons¡ble for initiat¡ng and completing the Data Sheet.

L.2.3 Manufacturer's Responsib¡l¡ty

The Manufacturer shall complete the Data Sheet as required to describe the proposal and shall provide the relevant¡nformat¡on requ¡red on all l¡nes marked with an asterisk (') that have not been provided by the Purchaser. The DataSheet shall be submined at various times during the prqiect as described ¡n W.1.2(2).

L.2.4 Text Leg¡b¡l¡ty

All text placed on the Data Sheet shall be of s¡ze and quality to be readable and reproducible. Use addit¡onal sheetsor extend the form electron¡cally for more space or necessary additions.

L-1

L-2

. L.3 Specific ¡nstruct¡ons

L.3.1 L¡ne-by-Linelnstruct¡ons

Each place for daia enúy (numbered lines, boxes, table cells, etc.) on the Data Sheet shall be completed. ln no caseshould a l¡ne be left blank. Marking "NA' (not applicable), "Later," "TBD" (to be detem¡neo, or other such terminologycan be used. The "Lated and 'TBD" notations shall be edited to reflect subsequent decisions and as-builtconfigurations (see W. 1.2).

Use consistent un¡ts for all dimens¡ons and other data on the Data Sheet. Show appropriate un¡ts for everyappropr¡ate numerical entry.

The follorving numbered items cofiespond to üe numbered l¡nes and numbered tables on the Data Sheet:

Head¡ng:

Data Sheet Status: Typical entr¡es include: For Quotation, B¡d, For Design Rev¡ew, For Des¡gn Revision, and As-Built.Rev¡se to suit the status when submmed by the Purchaser or by the Manufacturer.

General:

- Spec¡al Documentation Package Requirements: L¡st any exce¡ions to the default requ¡rements listed inAnnex W.

- Measurement Units to be used in API 650: ldentify the set of units to be used when apply¡ng the rules ¡n API

650.

. 1. Tank Ma nufacturer

- Manufacturer's name.*

- Conúact numbef: Enter proposed or assigned number.

- Address': Enter physical address, not a post ofiice box.

- Manufacturer's ser¡al number for tank.'

- Year bu¡lt.'

- Ediüon and Addendum of API 650 used for des¡gn and fabricaüon.'

.2. Purchaser

- Purchasel's name.

- Contract number or des¡gnaüon.

- Address: Enter ph)lsical address, not a po$ omce box.

- Tank designat¡on: For example, item number, equiprnent tag number, or other descripl¡on.

. 3. Owner/Operator

- Owner/operator narne.

- Locaüon of facility where tank will be op€rated.

API STANoARo 650

WEtoED TANKS FoR OtL SToRAGE L-3

4. Tank Dimensions

- Size Limitaüons': Specify s¡ze l¡mitations only when exact dimensions are to be determined by the

Manufacturer (e.g. máximum and min¡mum diameters, shell he¡ghts, overall heights, etc.).

- Tank Diameter*: specify d¡ameter and ¡ndicate lD, oD, or cuBsc (centefline diameter of bottom shell

course).

- shell Height.: speciry the distance from the top surface of the bottom plate or annular ring to üe upper edge

of the cy¡ndrical shell including top angle, if any.

- Maximum Capacity' and Net Working Capac¡ty':

-Cr¡ter¡a':Methodusedtodeterm¡necapac¡tyof¡ank:AnexamplewoÚldbeAPl2350'

5. Products Stored

- Liquid: Specify liquid(s) to be stored ¡n the tank.

- Maximum spec¡fic Grav¡ty: Enter specific gravity of the stofed liqu¡d(s) at designated temperatures. use

greatest valúe of all products when tanks are to be designed for multiple products'

- Blanket¡ng Gas: Specify blanketing gas in the space above the l¡qu¡d'

-VaporPressure:SpecifyabsoluteVapofpressureatthemaximumoperatingtemperature.Usethelargestvalue for ianks designed for multiple products.

-%Aromat¡c:Spec¡fypercentagebywe¡ghtofaromatjchydrocarbonsintank.Refertoanysupplementalspecification foi Protect¡ng the materials of construction, as applicable'

- Hydrogen Sulfide service? (Yes/No): lf "Yes," a supplemental specificat¡on fof material selection and

hardness shall be required. See 5.3.4.

- Other Special Service Condtions: lnclude any conditions that may require further consideration. Consider

thermal'expans¡on or shock, cyclic vibratory fat¡gue, and issues or regulations concem¡ng the product

stored, e.g. chlor¡de, causüc, árin", or ethanol iorrosion, hydrogen bl¡ster¡ng or.embr¡ttlement, oleum,

sulfuric ac]d, or ammonia serv¡ce, RCRA (Resource Conservátion and Recovery Aco, HoN (Hazardous

organic National Emiss¡on §andard for Hazardous Air Pollutants), RMP (Clean Air Act Risk Management

Plan), etc Provide supplemental specificat¡ons as needed See 5 3'3'

Design and Test¡ng:

purchaser to Review Des¡gn prior to Order¡ng Materials: lndicate if the Manufacturer ¡s free to order materials pr¡or to

Purchaser reviewing the désign documents. Schedule may be affected' See W'1 3'

6. Applicable Annexes": see 1.1 .6. Annex E may be selected on Line I of the Data sheet. lf no Annexes are chosen,

the basic des¡gn of this standard is intended.

7. Design Parameters

- Maximum Des¡gn Temperature: See 3.13 for deflnition. This differs fiom the operating temperature. For

temperature limits, see 1.1.1, and Annex M and Annex S. lfthe roof des¡gn temperature is diflerent than the

L-4 API STANoARD 650

shell temperature, as ¡n the case of an uninsulated roof on an insulated shell, then use L¡ne 23 to specfy theroof maximum des¡gn temperature.

- Design Metal Temperature': Enter eitfEr lowest l-day mean temperature plus 8"C (15'F) or a lowertemperature as specif¡ed by the Purchaser if operating conditions and/or local atrnospheric condit¡ons conúolfracture toughness ¡ssues.

- Design L¡quid Level': See 5.6.3.2. C.3.1.1, and E.2.2.

- Design Pressure: Specify pressure and units in the vapor space.

- External Pressure: See 5.2.5.

- Pressure Combinat¡on Factor: Th¡s factor ¡s a modifier for the design internal pressure when used in loadcombinations with other variable loads. Value equals normal operaüng pressur€y'design intemal pressure ora m¡nimum of 0.4. Manufacturer to use 0.4 when not specmed.

- Maximum Fill Rate: Specify rate and units (e.9. 100 gallons per m¡nute).

- Max¡mum Emptying Rate: Specify rate and units (e.9. 75 gallons per m¡nute).

- Flotaüon Considerations (Yes/No): lnclude des¡gn consideraüon that adv¡se the Manufacturer about tankflotation anchorage, boEom upl& and panial submersion pressures aris¡ng out of flood or d¡keimpoundment.

- Flotat¡on Supplemental Specificaüons*: Refer to any that may descr¡be extemal l¡quid depth, extemal flu¡dspecific grav§, min¡mum ¡ntemal liquid level, and any other ¡nformat¡on necessary for design.

- Section 5.2.4 makes the des¡gn criteria here a matter of agreement between the Purchaser and theMa nufacturer.

- Applied Supplemental Load Specif¡cation: Refer to supplernental specifications that provide concentratedloads appl¡ed to the shell, such as openings or appurtenances from attached equ¡pment, valves, or p¡p¡ng, orreactions from sta¡rs and plaúorms for determinat¡on of strength and st¡flness issues by the ManufacUrer. lfth¡s ¡nformat¡on ¡s not provided, the requirements of W.2(5) st¡ll apply.

8. Se¡smic Design Data

- Seismic Design? (YelNo): lnd¡cate whether design for eanhquakes ¡s required. The Purchaser may specifyAnnex E, or an alternate criterion.

- Annex E: Mark the box provided if this Annex shall be used for se¡smic design.

- Alternate Se¡sm¡c Criteria: Refer to any supplemental criteria different from th¡s standard üat shall befollowed. All requ¡red des¡gn factors shall be included in this supplemental specif¡cafon.

- Seism¡c Use Group; See E.3.1.

- Site Class: See Table E.4-8.

- Vert¡cal Se¡sm¡c Design: lnd¡cate if this design ¡s requ¡red.

- Vertical Ground Motion Accelerator: Prov¡de per E.6.1.3.

wELoEo TANKS FoR O[ SToRAGE L-5

- Basis of Lateral Accelerat¡on: Selecl one of the three methods listed, and specify the appropriate

pa rarneters. see E.4.

- Freeboard: For SUG I designs, indicate if freeboard is required. See E 7'2'

- Roof T¡e Rods @ Outer Ring?' (YeyNo): See E.7.5

9. Design Wind lssues

-TopW¡ndG¡rderstyle':See5.9,andFigure5-24,foropen-topandexternalfloaüngroofs'

- Dimensions of Top Wind Girder': For example, if style were "Curb Angle,' the d¡mension might be 3 x 3 x 3/s

(¡n.).

- Use fop w¡nd Girder as walkway? (Yes/No): See 5.9, and Figure 5-25, and note 3 ft-6 in. d¡mens¡on

preference of 5.9.4 if choice is "Yes.'

- tntermediate Wind c¡rders. (Yes/No): Specify "Yes" whenever wind girders shall be added to the shell to

saüsfy shell stab¡l¡ty stiflening pred¡cated by wind loads. Specify "No" if shell st¡ffen¡ng ¡s to be accomplished

by inéreasing the ;hell thick;ess. tf not sp'ecified by the Purchase¡ the Manufacturer must select beNveen

the two alternatives and ¡ndicate the cho¡ce here.

- lntemed¡ate W¡nd G¡rder Style': See 5.9 and Figure 5-24, for all kinds of tanks whenever w¡nd girders are

specifed.

- Dimensions of lntemEdiate Wind Girders': For example, if style were Tormed plate,' d¡mens¡on might be á =

30 ¡n. per Figure 5-24.

- Check Buckling in Coroded Condiüon? (YelNo): lf 'Yes," the wind load shall be appl¡ed to the coroded

shell (an optioñ covered ¡n 5.9.7.1) to establ¡sh the adequacy of the thicknesses and/or st¡ffening r¡ngs to

res¡st the applied forces.

10. Shell Des¡gn

- .t-Foot Method?' (yes/No): The Purchaser may select th¡s shell th¡ckness des¡gn method. The method is

subject to the applicable lim¡taüons noted in 5.6.3, A.4, J.3.3, and S.3.2. lf not selected by the Purchaser, the

Maáufacturer máy seba either this des¡gn method or one of the other two methods that this standard l¡sts,

subject to the restrictions of this standard and the Purchaser's approval'

- Variable-Design-point Method?' (YelNo/Alternate): The Purchaser rnay select this.shell thickness design

rnethod. This -method

is subject to the restrictions deta¡led in 5.6.4. lf the l-Foot Method or Elast¡c Analysis

Method is selected by thé Purchaser and the variable-Des¡gn-Point Method is also selected as an

"Alternate, by the puáaser, the Variable-Point Des¡gn Method may be used ¡n addit¡on to the Purchaser-

selected meihod, brrt the resulting proposal must be clearly marked as an 'Altemate." lf the_method ¡s not

selected by the purchaser, the Mánufácturer may select either th¡s design method orone of the other rwo

methods that this standard lists, subject to the reitrictions of this standard and the Purchaser s approval.

- Etastic Analys¡s Method?' (YelN€/Altemate): fhe Purchaser may select this shell thickness des¡gn method.

This method is subject to the restriclions detailed ¡n 5.6.5. cases when this method ¡s mandatory are narned

¡n 5.6.5 as well a! requirements on the anal)6¡s boundary conditions. \A/hen it is not mandatory, thepurchaser may select this shetl design meüod. if the l -Foot or Variable-Design-Point Method is selected by

the purchaser and the Elast¡c Anatysis Method ¡s also selected as an "Altemate" by the Purchaser, the

Elast¡c Analys¡s Method rnay Oe useO ¡n addit¡on to the Purchaser-selected method, btit the resulting

proposal mist b€ clearly ma-rked as an "Altemate." lf the rnethod ¡s not selected by the Purchaser, the

API STAN0ARo 650

Manufacturer may select either th¡s des¡gn method or one of the other two methods that th¡s standard l¡sts,subject to the restricüons of üis siandard and the Purchaser's approval.

- Plate-Stacklng Cr¡ter¡a. Centerl¡ne-Stacked? (Yes,/No) or Flush-Stacked on the lnside or Outs¡de? (YeyNo)?:

- Plate Widüs (Shell Course Heights) and Thicknesses': Specify nominal shell course he¡ghts andthicknesses. The first course is attached to the bottom.

- Joint Efficiency': Specify in percentage. Appl¡cable only to Annex A, Annex AL, Annex J, Annex S, andAnnex X des¡gns. Mark'NA'for all other des¡gns.

- Shell-to-Bonom Weld Type.: See Figure 5-34 (¡nside and outside corner fillets), Figure 5-3C (¡ns¡de andoutside parl¡al penetraüon corner welds with f¡llet weld re¡nforcement), and J.3.2.4 (full penetrat¡on butt weldto flanged flat bottom).

- Shell-to-Bottom Weld Examination Method': Choose among the options l¡sted ¡n accordance w¡th 7.2.4.

- Exceptions to Seal-welded Attachments (see Section 5.'1.3.7): Specify where interm¡ttent weld¡ng ispermitted.

. 1'1. Open-Top and Fixed-Roof Data (see page 6 of the Data Sheet for Floating Roofs)

- Open Top?' (YeyNo) Specify "Yes" if tank has no fixed roof or has an external floating roof. Specify 'No' forall other tanks.

NOTE The remah¡ng entr¡es ¡n lh¡s line apply to ñxed roofs ONLY:

- Fixed Roof Type': Enter description, such as supported cone with internal structure, supported cone withenemal structure, structurally-supported alum¡num geodes¡c dome, self-support¡ng cone, self-supportingdome, self-supporting umbrella, flanged only flat top, or other. See 5.10.1 or Annex G

- Roof Support Columns': Specify pipe or structural shape. lf structural shape ¡s specified, ind¡cate the k¡nd(e.9. wide flange, back-to-back channel, etc.).

COMMENT P¡pe-type roof columns are preferred for internal float¡ng roof tanks. ln many cases the open¡ngs are3/a NPT threaded coupl¡ngs that allow üe user to plug the open¡ngs when the tank is ¡n serv¡ce, to m¡nimize conosionof the supports and reduce emiss¡on from the tank. The openings are needed to allow the free dra¡nage and clean¡ngof the columns when the tank is orlt of serv¡ce.

- Cone Slopet: Specify rise to run as a d¡mens¡onless ratio, e.g. "370 12".

- Dorne or Umbrella Radius.: See 5.10.6 for self-supponing approxirnate spherical rad¡us of roof.

- Weld Joints': Describe the type of roof date weld joint, which may be lap jo¡nt, hitt jo¡nt, or somecomb¡nafon thereof.

NOTE Annex F, Sect¡on F.7 roofs shall conform to API 620.

- Seal Weld Underside of Lap Joints? (YeyNo): May be required for roof plates with intemal lining or toprevent crevice corosion.

- Seal Weld Unders¡de of Wind Girder .,oints? (YeVNo): See 5.1 .5.8.

L-6

wEroED faNKS FoR Ot! SfoMGE 1,7

- Gas-üght? (Yes/No): See 7.3.7.

- Jo¡nt Eff¡c¡errcy': Use only for Annex F, Section F.7 roofs. See API 620, Table 3-2.

- Thickness': Prov¡de norninal th¡ckness of roof plates.

- Sno\^FLoad.: Purchaser to proüde the snow load for non-U.S. Sites. For non-Us sites, the Manúaclurer

shorjd ¡nd¡cate the s0-year lro.rnd snor load selecled. See 5.2.1e. For ¡nstn¡ct¡ons on comb¡ning loads, see

5.10.2.1.

- Applied Supplemental Loads Specification': lndicate supplementary specific¿tions for both dead and live

rü bads tñát are concentrated'or have local d¡súibrfions (e.g. the personnel loads of 5.8.6.2 atld H.4.2.2)

Specify any reactions fiom plaúorms or walk¡ng surfaces as well as loads appl¡ed by equ¡Pment, valves, and

pp¡ns.

- Column Lateral Load: Purchaser may opt¡onally specify lateral loads ¡mPosed upon roof-suPPoning columns

in accordance with 5.10.2.9.

- Venting Dev¡ces'? Entef type and quant§r of dev¡ces for normal venüng per API §andard 2000, and

pressuie senings. Also, eñier type(s) and- quantr'ty of emergency vent¡ng dear¡ces I"t r"1 either API'standard

Z0gg,lircutaüon venüri! per Annex H, or a frang¡ble roof des¡gn per 5.10.2.6 as app-licable- _Also ¡enter any spec¡al requirernens fór'vents ¡n areas where ice and snow rnay block vents. The frarEib¡ltty of Ianks bjs than 50 fr ¡n diameter may require additional des¡gn cons¡deraüons beyond those requ¡red by th¡s

standard.

- For Non-Frangible Roofs:

- Seal Weld Roof plates to Top Angle on the lnside? (YeJNo): When'Yes' is selected, the shell-to-roof'joint

shall be seal-welded on the inside. For cefta¡n designs, üis may adversely atrect frang¡b¡lity.

- Weld Rafters to Roof Plates? (YeJNo):

- Roof-to-Shell Detail': See F¡gures 5-3A and F-3, J.3.5, and API 620, Figure 3-6'

- Rad¡al Projection of Hofizontal component to Top Angle': Specify inward or outward prciecüon.

12. Requked Bottom Data

- Thickness': Enter nom¡nal thickness, ¡nclud¡ng coÍosion allo¡ance.

- Ssle.: Enter one of the follot ,ing: flat, cone up to center, cone down to center, side to s¡de (t¡lted plane), cone

dówn to oñ-center. Enter all surñp requirerneñs (number, size, locat¡on, etc.) in oata Sheet (Iable 3, Line 23,

or on the Tank Plan).

- Slope.: Enter rise vefsus run. Fof the off-centef style above, the slope sPecif¡ed ¡s the maximum slope.

- Weld Joint Type.: Enter one of the folloMng: single-welded full-ñllet lap joint, s¡ngle-welded_bun with back¡ng

srip tnat raíálns in place, double-welded butt witholrt back¡ng strip, double-welded full-f¡llet lap joints, or

other, to be detailed on Data Sheet Line 23 if necessary.

- pro\r¡de Drip Ring (YeJNo): lf requ¡red, a drip ring shall be prov¡ded per 3.4.5. Unless the follou,irE Altemate

Specif¡caüon is Proüded, the default drip ring shall be pror¡ded.

API STANDARD 650

- Altemate Specification: Refer to an acceptable drip r¡ng design specification I the Purchaser requ¡res a dripring but declines lhe defauh des¡gn of 5.4.5.

- Annular Ring' (Yes/No): The Purchaser may süpulate this spe of detail even if not required by th¡s standard.A Purchaser's choice of "Ncl does not rel¡eve the Manufaclurer from complying with the requirements of thisstandard ¡n this regard.

- Annular Ring Min¡mum Radial W¡dth' and Th¡ckness': Specify width and thickness.

'13. Foundaüon lnfomation

Fumished by': lnd¡cate Purchaser, Manufaclurer, or others.

Type': lndicate materials and form. See Annex B and Annex I (e.9. concrete ring-wall or steel wide flangegr¡llage on concrete pile cap).

Scil Allowable Bearing Pressure': Est¡mate pressure from geotechnical report experience with similar tanksin the same area, etc.

Per Specmcation': Refer to any specificaüon that describes so¡l allou/able bearing pressure.

Anchor S¡ze': See 5.3.1.1 and 5.12. Proüde rnaterials of constnrtion, georneúic forms, and corrosionallowance for anchors ¡n Table 2 of the Data Sheet.

- Anchor Quantity': lndicate the total number of anchors or anchor bolts to be provided.

- Foundat¡on Des¡gn Loads: See W.3(15). These loads are unfactored after the manner of the AllowableStress Des¡gn methodology. (Sign convent¡on ¡s as follows: positive acting downward, negative actingupward.)

- Base Shear': lnd¡cate üe values for the wind and se¡sm¡c condit¡ons ¡n units of force.

- OvertJm¡ng Moment': lnd¡cate ¡n units of force-d¡stance. See 5.'11 for wind, and Annex E, or altematese¡sm¡c criteria as specif¡ed on L¡ne 8 of tl|e Data SheeL for se¡sm¡c criteria.

- R¡ng Forces': lndicate loads del¡vered by the shell in units of force per c¡rcumference of shell.

NOTE 1 Note: The unlomly di§r¡búed loads are shell plus roof weight (both new and conodeo, mof live load. ¡nternalpfessure, and panial vacuum.

NOTE 2 Note: The mn{nlom loads are the peak magntudes of the longitud¡nal compressive distribúed force derivedfrom the wind and seismic{vertum¡ng ñroments without regard to arry other cómpress¡ve or tem¡le loads ¡n the shell.

- Bottom Forces': lndicate support loads that are lhe unifomly appl¡ed forces to the bottom away from theshell r¡ng in units of force per unit area. These ¡nclude we¡ght of bottom plates, product and test liqu¡dwe¡ghts, and pressurdvacuum loads. Mark all ¡nappl¡cable entities as "NA."

- Other Foundat¡on Loads': Prov¡de an attachment to describe these loads such as lateral so¡l pressure,overburden, roof column react¡ons, pore pressure, uplift anchor forces, etc.

- M¡n¡mum Projection of Foundaüon Above Grade: Spcify the m¡nimum required projecl¡on of the foundat¡onabove grade, if any.

L-8

WELDED TANKS FoR ol! SToRAGE

. 14. Pressure Test (See 7.3.5)

- Responsib¡l¡ty for Heaüng Test Water, if Requ¡red: Select one'

- Hydro-Test Fill Height': See 7.3.5, F.4.4, and F.7.6.

- settlement Measurements (Yes/No): Purchaser may wa¡ve the measurement of foundation settlement

during the hydro-test ¡n accordance Úth 7.3.6.5.

- Extended Duraüon of Hydro-Test Provide the number of hours or da)6 ¡f the tank ¡s to be kept full of water

for an extended Period.

- Predicted settlement Profile ¡s Attached: check I the Purchaser elec6 to inform the Manufacturer of

relevant settlement predictions

- Responsibility for Setting Water Quality: Specify party respons¡bleJor setting water quality standards. Refer

to súpplemeñtal specificátions as required. For guidance, see 7 3'6'3'

- fest watef soufce and D¡sposal lle-ln Locations: Proüde the locaüon of the supply and disPosal points fof

hydro-test water üat the Manufacturer shall use'

- Te$ Requirements for Annex J Tanks: Hydrostatic Tesüng (YelNo): lf "No" is selected, the Purchaser must

specify the required Ahemative Test from J '4'2'2'

-PenetfantTest¡ngAllowedinlieuofHydro-Testing:checkifthere¡snorneansofpovidingtestwateratthetank site, e.g. very remote tank sites. See 7 3'5'

- post-pressure-Test Activiües Required of the Manufacturer: Select the act¡vities desired accord¡ng to

7.3.6.2(4).

. 15. Opüonal Fabrication, Erection, lnsPection, and Testing Requirements

- lnspecüon by: Designate Purchaser's inspectors See7 31'1

- supplemental NDE (Non Destnrctive Examination) Respons¡bility and supPlemental.NDE Spec¡fications:

+áiif, r,¡Of options 1á!. iee 8.3.5) or indicate addiüonal NDE óptions, such as weld hardness tesüng or

aüoitiónat raoiographs F-or possible additional respons¡b¡lities' see 7 3 2 3'

- Positive Material ldenüf¡cat¡on (YelNo): lnclude criter¡a to be followed'

- Maximum Permiss¡ble Plate Th¡ckness for shearing: speciry the th¡ckest Plate to be butt-welded that may be

sheared in accordance with 6.1.2.

- Must Welds not exceeding 6 mm (1/¿ in ) or welds greater than 6 mm (1/¡ ¡n ) be Mult¡-Pass? (YelNo): See

5.1.3.6

lii_LeakTestMethod.:Describeleaktestsfofeachcomponent.Fofexample,seeT.3'3,7.3.4,7.3,5,7.3.1,C.3.6, and H.6.2.

- Mortify of waive API Dimensional Tolerances (see 7.5)? (NdYes/specify): lf the API tolerances are not

adequate, specify the required tolerances here.

L-10 API STANDARD 650

- Spec¡fy Add¡t¡onal Tolerances, if any, and C¡rcumferential and Venical Measurernent Locations: lndicate anysupplemental tolerances for plumbness and roundness, giving üe tolerance l¡mit and the locaüons for thetolerance readings.

NOTE lf Addit¡onal Rad¡al Tolerance measurements are specified, radialtolerances measured h¡gher lhan 0.3 m (1 ñ) abovethe shell-to-bonom weld shall be thre€ times the tolerances given in 7.5.3, unless specified oiheMiae by the Purchaser.

16. Coating Data

- lntemal Linings by: Describe responsible party or ¡ndicate "Not Req'd."

- Per Specif¡cation': Refer to supplemental specif¡cat¡ons to address the detailed coating/galvanizingrequirernents for items such as intemal stuctural supports, ¡ns¡de sulace of roof, bottom, piping flanges,stairs, plaÚorrns, ladders, unders¡de of bottoms, and top surface of foundation. Ensure that all requkeménSaddress issues such asjo¡nt contour preparation (e.9. shell-tGbonom, sharp edges of laps, creüces, etc.)and reduced weld build-up or undercut. For gu¡dance on ¡nternal bottom lin¡ngs, see Apl 652.

- External Coating by: Describe responsible party or ¡ndicate "Not Req.d.,

- Per Spec¡f¡cat¡on': Refer to any supplemental specif¡cat¡on fully descr¡bing üe process.

- Under-Bottom Coating by: Describe responsible party or ¡nd¡cate.Not Reqd.,

- Per Specif¡cation': Refer to a supplemental specif¡caüon fully descr¡bing the process.

17. Cathod¡c Protection

- Cathodic Protection S)Erem? (yes/No): See Apl 6St for guidance.

- Per Spec¡fication-: Descr¡be requirernents and responsible panies.

18. Leak Detect¡on System

- Leak Detection System? (YelNo): Provide a pass¡ve leak detect¡on s)6tem as described in Annex l. Act¡veelements may be specifled; horryever, the system must also provide leak detect¡on by passive means. lfactive leak detection schemes (e.9. volumetric ¡nventory records, mass change, acoustic emissions sens¡ng,and tracer element detection) are required, describe the requirements by meáns of a specificat¡on herein.

-

- Per Specification': Describe requ¡rements and responsible part¡es.

19. Release Prevenüon Banier (See Annex l, 1.1.1, Note, for definit¡on.)

- Release Prevention Banier? (Yes;/No): Examples of bariers are vault floors, double bottoms, andimpermeable membranes.

- Per Specification': Describe requirernents and respons¡ble part¡es.

20. Tank Measurement S)rstem

- Required? (YelNo): Examples are float gauge, differential prcssure level ¡nd¡cator, level alarm, radar, andlevel gauge.

- Remote Capability Requ¡red? (YeyNo): lnd¡cáte whelher level measurements are requ¡red to be relayed toremote control stat¡ons.

WELDEo TANKS FoR OrL SToRAGE

- By': Designate the provida of the measurement system.

- Per Specification-: Refer to supplemental specification.

. 21. Tank We¡ghts and Lning Requ¡rements

- Full of Water': lndicate weight f¡lled with water to des¡gn liquid level.

- Empty.: lndicate we¡ght when empty. For specmcation of lift lugs, see Data Sheet, L¡né?8. For tanks that are

to OeiineO, rigging and nanOting instructions and tempo'ary bracing may be required. Provide reference to a

supplemental specif¡cation as requ¡red.

- Sh¡pp¡ng': Specify weight for Annex J tanks only.

- Brace/L¡ft Specification': Refer to any supPlemental bracing/l¡fting specifications'

. 22. References: lnclude relevant documents.

. 23. Remarks: Use th¡s for ¡ssues not adequately covered elsewhere. lnclude any altemate shell open¡ng designs

specif¡ed by rhe purchaser in accordance wit¡ 5.u, with reference to the altemate criteria (e.9. API Standard 620).

. Table 1 Materials of Construct¡on:

Li$ marefial specfications (e.g. csA G4o.21M-260W, ASÍM A573-65, ISO 630 Gr E355-C, etc.), and supplied

thickness of iterns in the left column only.

\" State corosion allowance for each component. See 5.3.2. For intemals, ¡ndicate if the corosion allowance is to be

applied to each exposed surface. Unbs; indicated otherwise, it appl¡es to the total th¡ckness specified. Show units of

measure.

Any materials that e¡ther have received any heat treatment, such as normalizing, beyond the m¡nimum heat-treating

reqirir".ens of the mater¡al specification ór have been qualified by impact tests shall be idenufied by reference to

noies located under the "remárks" lines. The notes shall def¡ne the heat treatrnent received and/or the energy

acceptance levels, test temperature, and specimen orieniation for impact tests'

When thermal stress relief is applied to a part in accordance with the requirements of 5.7.4, the part shall be ¡dent¡fied

by a note under the'remarks" l¡nes.

. Table 2 Bolts and Anchors:

complete all bolting and anchorage informaüon (see 4.7, 5-11.3, 5.'.12, E.6.2, EJ , F.7 .4, and J.3.9), including head

and nut shape aná material speiifications. Show units of measure for the conos¡on allovlrance and see 5.3.2.

Conosion alláwarrce may be mjrked "NA: for galvan¡zed, special corosion-resistant coated, or stainless steel anchor

bolts.

. Table 3 Nozzle and Manhole Schedule' (for Fixed Roof, Shell' and Bottom):

lnclude nozzles (e.g. both blanked and piped-to connections), equipment and instrument attachment and access

open¡ngs, sumps, ¡nspect¡on ports, and manholes ¡n the fixed roof, shell and bonom.

L-12 API SÍAÑDARD 650

The description of, and examples for, the informat¡on that may be specified in Table 3 ¡s as follows:

Entry F¡eld Comments Representative Example

Mark Purchaser's mark or des¡gnat¡on Nozzle "A-1" ¡n shell

Service Stated serv¡ce or purpose Product Orf

Size, NPS, or D¡ameter (in.) Convent¡onal s¡ze descr¡ption of pipe andtube NPS 24

Neck Schedule or Wall Thickness P¡pe schedule or wallüickness Sch 40S

Re¡nf. Plate Dimensions Circulat Diamond, etc. 49.5 ¡n. OD x 0.188 ¡n.

Full Pen. On Open. (Y/N) See 5.7.2.2 Yes

Flange Type Fabricared, s.o., wN, u, etc. ASME 816.5 Lap Jo¡nt

Flange Class or Th¡ckness ASME, ANSI, API §andard 650 Table ct 150

Gasket Bearing Surface D¡mens¡onand Finish

D¡mens¡on and f¡n¡sh of bearing surface ¡ncontrct with gasket 21.25 in. OD,125 to 250 Ra p-in.

Gasket Th¡ckness and Dimens¡on 0.'125 in. x.24 in. lD x 28.25 in. OD

Gasket Mater¡al and Descripfon Generic, Brand, ANSI Std, etc. Non-asbestos sheet, per Manufaclurer

Proj. to FF or CL or from Datum L¡nes See paragraph below 18" FF

ASME 816.47 flanges are not ava¡lable in all sizes, mater¡als, and flange types (see S.7.6.1).

COMMENT Lapjoint nozzle flanges should be avoided in connections where the combined stresses (such asbend¡ng, cyclic, and seismic) in üe nozzle where atiached to the lap jo¡nt stub-end exceed the API 650 bas¡callowable stress at the rnaximum des¡gn temperature. Lapjoint nozzle flanges shanld also be avo¡ded in connect¡onswith vibration or when susceptible to env¡ronmental stress cofiosion cracking.

Nozzle projeclions shall be measured from the outside of the shell to the face of the shell flange (FF) and from daumline to the face of the flange for roof and floor openings, unless otherwise specified. Shell opening elevations shall befrom the datum l¡ne to the centerline of the opening, unless otherw¡se specified. Roof opening locations shall bemeasured radially from the centerl¡ne of the tank. Specify datum line and elevat¡ons with orientaüons on the "TankPlans and Sketch" of the Data Sheet.

For fabr¡cated flanges requiring ASME Boiler and Pressure Vesset Code, Sect¡on Vlll, Division 1, UG-34 and Annex 2calculations, place the "m' and "y" values for the gasket ¡n the "Remarks" sect¡on of the Data Sheet, Line 23. Clearlyindicate to which gaske6 these values apply.

Consider lisüng ¡n Table 3, ¡tems such as:

- water draw-offs;

- thermowells (make, rnodel, stem length);

- suction trough (size, reference drawing);

- couplings (number, size);

- sump;

- inspection hatches for observat¡on of floaüng roofs (as specified on L¡ne 34).

Sorne items require that supplemental ¡nformation be supplied, such as reference drawings, model numbers, andother specifications. Provide any supplemental information on L¡ne 23.

WEToEo TANKS FOR OIT STORAGE

\' Other Tank Appurtenances:

. 24. Plato¡m, Stairway and Railing: See 5.8.10 and C.3.14.6.

- Gafuanizing Requ¡red? (Yes/No)': Examples are sta¡rways, plaÚorms, and handrails to be galvanized.

ldenüfy components in Remarks, Line 23. See S.2.1 .3.

- Stairway Style*: Spec¡fy whether straight along a rad¡us or helical.

- Walk¡ng Surface Type': Descr¡be type of walk¡ng surface on plaÚorm and slairs (e.9. diamond-checkered

pattem plate, bar and rod graüng, expanded metal grating, etc.)'

- §airway and Walkway Clear Width': See 5.9.4, Table 5.17, and Table 5 18'

- National Safety §andards': lnd¡cate all standards that shall be observed for ladders, sta¡rs, walkways,

plaÚorms, andóüer architecturaustrucural ¡tems (e.9. OSHA 1910)'

- Arch¡tecturausúuctural Specification': Provide deta¡ls for alloys, shapes, fasteners, coating, etc.

- Gauger's PlaÚom Requked? (YelNo).

- Quantity of Gauger's PlaÚorms Requked'.

- per Specification.: Refer to any supplemental specif¡cation, ¡f gauger's plaÚorm specif¡cation differs from the

\-, architecturaustructural reference specificaüon above

o 25. JackeE and Other Heaters or Coolers

- ls a Jacket Requúed? (Yes/No)': lf Yes, a supplemental specmcat¡on may be required to address sonre or all

of the following iter§.

a) Shoutd the jacket be integral (util¡ze the shell as one boundary wall) or stand-alone (able to hold

pressure when detached from shell).

b) How should the jacket be attached to the shell? Specify wlEther welded, bolted, or otherw¡se

attached.

c) What type ofjacket ¡s required? Consider annular cylinder, pipe coil, half-pipe helix, panel coil, or other

types to be described.

- Are Other Heaters or Coolers Required? (YelNo)t: lf Yes, a supplemental sPecif¡cat¡on may be required to

address some or all of the following items.

a) spec¡ty the type of heater or coolef. For example, ¡nternal coils, bayonet heat exchangefs, or below

bottom Pip¡ng.

b) Prov¡de specmcaüons for any other heaters or coolers.

c) Specify design pressures forjacket or heaters or coolers, both ¡ntemal pressure and part¡al vacuum.

\-. d) Specify des¡gn temperatures forjackets and heaterlcoolers'

L-13

AP¡ SfANDARD 650

. 26. Mixer/Agitator

- Quantity: lndicate number requ¡red.

- Size':

- Per Specmcat¡on.: Provide reference to supplemental specification.

. 27. lnsulat¡on Data

- Requ¡red? (YeYNo).

- Th¡ckness': lnd¡cate th¡ckness of insulaüon ¡n ¡nches.

NOTE lf not uniform for enüre tank shell and rool defer to Purcfiaser-supplied supplemental ¡nsulaüon specification.

- Material': Des¡gnate rnaterial and density of ¡nsulat¡on.

- Per Specifications': Provide references to insulat¡on and insulatlon support specmcaüons.

- Respons¡b¡lity for lnsulation and lnstallat¡on: lnd¡cate Purchaser, Mandacturer, or others.

. 28. §ructural Attachments

- Lift Lugs for Maintenance or lnstallation?. (YeyNo): Speciry prqecüon if insulation ¡s required.

- Descripüon': Descr¡be the type of lifting lugs requ¡red.

- Shell Anchorage?' (YelNo): Wnd or seismic loading may require anchorage. See 5.11, 5.12, and Annex Eand Annex F.

- Type': Specify type of shell anchorage (e.9. chairs, lugs, sleeves, rings, straps, etc.).

- Scaffold Cable Supports? (YeyNo): lndicate if required. See F¡gure 5.22.

. 29. Various Other ltems

- Flush-Type Shell Connection and Flush-Type Cleanoú Fming: Mark the blocks indicat¡ng urhich type(s) isrequired. See F¡gure 5.12 and Figure 5.14.

- Waive Appl¡caüon of Annex P: lnd¡cate ¡f the Manufacturer ¡s required to analyze nozzle loads in accordancewith Annex P lt is not intended that this Annex necessarily be appl¡ed to piping connections similar ¡n s¡zeand conf¡guration to those on tanks of similar s¡ze and thickness for wh¡ch safsfactory serv¡ce experience isavailable. See Annex P for l¡mitaüons.

- Enter m¡scellaneous items not found elsewhere on the Data Sheet.

. Table ,l Other Tank Appurtenances Schedule':

lnclude all appunenances not described elsewhere on the Data Sheet.

Consider lisüng in Table 4 such items as the following:

L-14

WELDEo TANKS FOR OIL STORAGE

- ladders;

- overflow openings (number and size), see H.5.3;

- c¡rculation vents (number and size), s@ H.5.2.2i

- pressure-vacuum relief valves (nom¡nal size, model number, etc.);

- free vent/flame anestor;

- grounding cl¡Ps (quantity and style);

- inlet Difrusers (if Purchaser specif¡ed, ¡nclude deta¡ls or design criteria)

Some items require supplemental ¡nformaüon, such as reference drawings, model numbers, and other Specif¡cations'

Proüde any supplernental infofinaüon on Line 23.

. Floating Roof Data:

30. Floating Roof Select¡on

- Des¡gn Basis: Check which API Annex is to be applied?

- Type of Roof.: Specify the option l¡sted in Annex C or H. Only the Purchaser may specify'Othe/ and

describe another oPtion.

. 31. Seals

-primaryseal:selectfromtypesl¡sted,ofspecify'otherandsupplynecessarydetailsor_referencespecifi;aton. Foam seal maté;¡al may absorb iome products ovef t¡me, becoming a potenüal safety issue.

See C.3.13 and H.4.4.

- shoe Mechan¡sm: lndicate mechan¡sm requ¡red for mechanical pfimary seal. select the Manufacturers

standard, or specify a particular type (e.S. pantograptr, leaf spring, safety-Pin spr¡ng, co¡l spr¡ng sc¡ssors,

etc.).

- Elecüically tsolate Mechanism from shoes? (YelNo): lnd¡cate ir required to insulate to prevent possible

arc¡ng.

- Wax Scrape6 Required? (YelNo): Such dev¡ces remove wax-l¡ke sub§tances from the tank shell as the

roof descends to prov¡de a cleaner sealing surface'

- Nom¡nal Shoe Thickness': lnclude un¡ts. See C.3 13andH444'

- Carbon Steel Shoes to be G alvarúzed? (YelNo): This option cannot be selected for stainless steel shoes

- Secondary Seal: lndicate the need for a secondary seal'

- Supplementary SPec¡f¡cation: Refer to supplementary spec¡f¡cation for secondary rim seal'

. 32. Data for All Floating Roofs:

\-' - Overflow openings in Shell Acceptable? (Yes/No): See c.3.1.1.

API STANDARD 650

Shell Extension? (YelNo): Select a windsk¡rt per C.3.1.1 . lf Yes ¡s selected, this may aflect capac¡ty, des¡gnliquid level, and the need for an oveflow ind¡cator (alarm), requ¡ring a Purchaser-supplied supplementalspec¡f¡cat¡on under Line 20. See API 2350.

Roof-Drain Check Valves Required? (YelNo): See C.3.8.1 .

Roof-Dra¡n lsolaüon Valves Required? (Yes/No): See C.3.8.1.

Freeze Protect¡on for Roof Dra¡ns Required? (Yes/No): See C.3.8.1. Freeze protection ¡s not requ¡red ¡n allcl¡mates.

Roof-Drain P¡p¡ng to Exremal Nozzles: select the type of p¡ping from the blocks provided. lf "othe/ ¡sselected, provide descript¡on or reference supplemenal spec¡f¡cat¡on. fhe number of roof dra¡ns requ¡redand sump details shall be shown on üe consúuction drawings.

Foam Dam? (YelNo): See C.3.15.2.

Supplementary Specmcaüon: Provide supplementary foam dam spec¡ficat¡on reference.

Nominal Deck Th¡ckness': Spec¡fy a nominal deck th¡ckness greater than that stated in C.3.3.2. lf notspecified, the Manufacturer shall ¡nsert the thickness stated in the above reference.

Bulkhead Top Edges to be Liqu¡d-Tight? (YesiNo): See H.4.1.8. Th¡s ls mandatory for extemal floating roofsbut ¡s a Purchaser's option for internal float¡ng roofs.

Seal-Weld Underside of RooP: Select "Yes" to provide increased conosion protection or additional süffness.This applies to seal welds in addiüon to the seal welding requ¡red ¡n C.3.3.3 and H.4.3.5.

Electrical Bond¡ng: lndicate ¡f either shunts or cables will be used to bond the roof electr¡cally to the shell,and provide a supplemental spec¡f¡cat¡on to des¡gnate any technical requirernenB.

Quant¡ty of Non-cu¡de Pole Gauge wells Required: see c.3.14.1(2), for manualgauging apparatus ¡n wellsnot assoc¡ated with a guide pole.

Quantity of sample Hatches Required: see c.3.15.3 for sample hatches withorjt gauging apparatus.

Guide Pole for Gauging? (YelNo): hdicate whether the guide pole (anti-rotat¡on device) shall be used forgauging.

Slots in Guide Pole? (YelNo): lndicate whether gu¡de pole, ¡f used for gauging, shall be slotted.

Datum Plates? (YelNo): lndicate if requ¡red. See C.3.'t4.4.

§rik¡ng Plates? (YelNo): lndicate if required. See C.3.14.S.

Guide Pole Emissions-Limiting Devices: lnd¡cate any requhed by regulaüon or any addit¡onal dev¡cesrequested by the Purchaser for gu¡de poles from üe t¡st prov¡ded. See C.3.14.1(1).

Quantity of Roof Manholes': See C.3.5, C.3.11, and H.5.5.

M¡n¡mum Roof Clearances Above Bottom: lndicate elevaüons above the bottom to the landed float¡ng rooffor both the minimum operaüng level and the minimum ma¡ntenance level. These choices afiect access andcapacity. See C.3.1O.3, H.4.6.?, and API 2350.

L-]6

WFI DED TANKS FOR OIL STORAGE L-17

\- - Rernovable Leg Storage Racks? (YelNo): lnd¡cate if requÚed'

- Leg Sleeves or Fixed Low Legs: Mark üe block that specmes whether the leg-supported float¡ng roof shall

be-provided with a sleeve through the roof plate or with fixed low legs'

. 33. Add¡tional Data for Extemal Floating Roofs (See Annex C):

- Weather Shield? (yes/No): lndicate the need for a weaüEr shield on extemal floating roofs. lf secondary rim

seals serve as weather shields, they shall not be add¡tionally requested here'

- Supplementary Specification: Provide references for weather shield specif¡cat¡ons.

- Rolling Ladder Requ¡red?. (yes/No): Unless the Purchaser spec¡f¡cally decl¡nes here, a rolling ladder is to be

provided in accordance with C.3.7'

- Must Each Leg be Field-Adjustable? (YelNo): lndicate if required. lf potential bottom settlement ¡s an issue,

the purchasei trás tne oition to require a two-posit¡on removable leg that. can accommodate local

ao¡ustnrens rtrai may Omei for each teg. Tnis opüon is for all floating roofs and ¡s specilically discussed in

c.3.10.3.

_Des¡gnRainfalllntens¡ty:Specfyafainfallrate,aminimumper¡odofdurat¡on,.andanassoc¡aüonwithastatisticatty ociunlng ,tór. ircn'ut that found in Techn¡cal Repoft No. 40 (e.g. 0.5 in. per hour for 5 m¡nutes

for lhe z-Year storm).

_DesignAccumulated24-hourRainfall:Specifyheightofwaterafrr'mulatedin24hoursassoc¡atedwilhastaüsüca y o.-"ing .t*, (e.g. 12 in. ¡n á¿ nóurs for the lm-year storm). see c.3.4 for m¡nimum

\- requitements.

-DistortionandStab¡lityDeterminaüonsRequired?(YeS/No):LiStoptionperc.3.4.2.

-supplementalspecmcation:Documentanyestabl¡shedmethodologychosenbyagreementbetweenthePurchaser and the Manufacturer'

- Landed L¡ve Load.: see c.3.10.2. This space gives the Purchasef the oPt¡on of speciling a larg-er l¡ve load

tor extemal Roatinq roois ano for specitying ttÉ stateo live load for intemal floaüng roofs even if dra¡ns are

provided that may-normally negate the need for such live load des¡gn'

. 34. Additional Data for lnternal Floating Roofs

- Two-position Legs Requ¡red? (yes/No): See H.4.6.2. lf the two posit¡ons shall be field-adaptable to account

for bottom settlement, ind¡cate this in Line 23 of the Data Sheet'

- Cable-supponed Float¡ng Roof? (yeyNo): lndicate if required. This is an intemal floaüng roof option as

found in H.4.6.5

- Fixed-Roof lnspection Hatches Required? (Yes/No): lndicate number required for évaluation of cond¡fon of

floaring roof without having to enter the vapor sPace See H 5'5 3'

- lnternal Roof Dra¡n Required? (YelNo): SeeH4'1'10

- Omit D¡stribution Pads Suppon¡ng Uniform Live Loads? (YelNo): See H 4 6 6

\- - Corosion Gauge Requ¡red? (YelNo): See H'5'8'

L-18 API STAÑoARD 650

- Fixed Ladder Required? (YelNo): Th¡s appl¡es to vertical ladders attached to the shell, which w¡ll alsorequire a manhole ¡n the fixed roof to be spec¡fied in Table 3.

- Mod¡fied Minimum Po¡nt Load? (Yes/No): Point or concentrated loads are stated in H.4.2.2 for ¡nternalfloat¡ng roofs, but may be waived for tanks I m (30 ft) or smaller in diameter.

- lvlfr. to Leak Test Compartments: lnd¡cate the perceniage of compartmenE to be tested by the Manufacturerand trie loc¿t¡on of the tests. lf unknown prior to the Purchaser doing a f¡eld inspection, special contractterms may be required to cover the additional costs.

- Roof Erector's Flotation Tesl lnd¡cate when th¡s test ¡s to be performed: See H.6.5, H.6.6 for restrictions onthese opüons.

- Flotat¡on Test Media: lndicate the media to be used and the water quality. See H.6.6. Prov¡de a separatespecif¡cation, if required, to süpulate requirements.

- Flotat¡on Test Duration, F¡ll Height,: See H.6.6.

- Flotaüon Test ltems provided by Purchaser: List any iterm being supplied including those (gaskets,fasteners, test blanks, etc.) after the test is completed. See H.6.6.

- Respons¡ble Party for conduct¡ng Flotation Test and lnspecüng Roof during Test: Purchaser can delegatethese. see H.6.6.

. Table 5 Floating Roof Materials:

lccord¡ng to C.3.1.2, the application of conosion allowances (C.A.) shall be a matter of agreement between üePurchaser and the Manufacturer. Document this agreern€nt on the Data Sheet 'Remarks" Line 23 (e.g. "Manufactureraffirms that the nom¡nal th¡cknesses chosen for floating roof components ¡nclude the conos¡on allowances shown inthe Table for Float¡ng Roof Materials on page 7 of the Data Sheet,).

. L.3.2 Tank Plan and Sketches (page 8 and Supplemens)

L.3.2.1 General

Page I of the Data Sheet shall be used to show the shell and roof appurtenance orientaüons. A single sheet isnormally adequate for this purpose; however addit¡onal sheets may be necessary to show speciai details orconfiguraüons. All sheets shall be identified and sequenced as part of the Data Sheet. Sketches may be made withCAD or manual draft¡ng. All sheets shall be idenüf¡ed by reüsion date or other means of record change.

NOTE Consider the preva¡ling wind diection wflen locat¡ng equipment requiring personnel access.

L.3.2.2 Sketch Vieurs

The sketch view shall ¡nclude an onhograph¡c 'Plan Meu/' that may be used for the or¡entation of shell, rool andbottom openings. Other v¡ews may be added.

L.3.2.3 Drafting Practices for Data Sheet Sketches

Drafting pract¡ces shall be consistent with the following items.

- Where practicable, sketches shall be to scale, bú the scale need not be shown on the sketches.

- Botorn v¡ews are not alloued.

WELDED TANKS FoR O[ SToRAGE

- Plant north or geograPh¡c nonh anow shall po¡nt upruard on the sketch.

- Plant north or geographic north shall be at the "o degrees" or¡entat¡on, as appl¡cable'

- Component thicknesses need not be shown on the sketch.

- lnternal details shall be identified and locared. Prov¡de only enough information to describe the ¡tem, or provide

reference to standard deta¡ls. These items shall also be itemized in the appropriate tables ¡n the Data Sheet.

- Extemal appurtenances may be omitted from the sketch; howevef they must be item¡zed ¡n the apFopfiate

tables ¡n the Data Sheet.

- Foundat¡on or anchorage deta¡ls not clearly defined elsewhere shall be shown ¡n the Data sheet. This may

requ¡re that an "Elevation Vie$r/' be provided.

L-19

L-20 API STANDARD 650

API API Std 650 Storage Tank

Data Sheet

Data Sheet Status:

Page 1 of I

' For boxes marked wih ', if blank, |,tfi. shall &temine and submit as per Appendix L. Fú all lirEs, s€e Appendix L for line-by-lirE insfuclions.

§EIEBAL Speci¿l Oocumenl,ation Package Requirements:

Ivleasurement Units to be used ¡n API 3d 650: Sl O US Customary E'1. Manufacturer' Contract No.'

Address'

Mfg. Serial No.'

2. Purchaser

Year Built' _ Edit¡on & Addéndum to APl 65,Contracl No.

Address

Tank Designation

3. Owner/Operator

4. Size Limitations'

Location

Tank Diametef Shell He¡ghf _Capacity: Maxmum' _ Net Work¡ng'

5. Prodrcls Sfored:

Criteriai'

Liquid Max. S.G: _ at_'_Vapor Pressure _ PSIA at Max. Operaüng femp.

% Aromat¡c _ Suppl. Spec. H2S Señice? Yes tr No tr Suppl. Spec.

Other Spéchl Service Conditbns? Yes O No O S,uppt. Specs.

DESIGN AND TESTING Purchaser to Review Des¡gn Pr¡or to Ordering Material? yes E No E.6. Appl¡cable API 9andard 650 Appendices:' A tr B tr C O F O G tr H O ttr J tr L tr M O O tr p tr S O U tr V tr W O7. Max. Des(ln. Temp. _. Des(¡n MeüalTemp.. _._ Des(¡n L¡quil Levet. _

Des(ln Pressure _ External Pressure _ pressure Coñb¡nalion FactorMax¡mum Fill Rate _ Maximum Emptyiñg Rate

Flolariorl Consirerations? Yes E No E Ftot_ Suppt. Spec:. _ Appl¡ed Supptemental Load Spec-

8. Seismic Des¡ln? Yes E) No E Appendix E E Ahernate Se¡sm¡c Crireria Seismic Use Group

MBE Site Class _ Verthal Se¡smic Design? Yes E No O Venicat cround t¡üotion Acceteráror Av: _Bás¡s of Laleral Acceleration (Selecl one): E) Mapped Seismic Paramete6? Ss_S1 _ So _j tr She,specific procedures?i MCE

Design Requied? Yes tr No Dr D Other (Non-ASCE) Methods

tr Freeboard Re$¡ned for SUG I Des¡gn Roof Tre Rods @ Outer R¡ng?. yes tr No E9. Wind Velocity fo. non-U.S. sites, 50-)¡r !,vind speed (3-sec Gus0' _

Top w¡nd Girder Style' Dirnensions' Use fop W¡nd G¡rder as Walkway? Yes D No Olnlermed¡¿te Wind G¡ders?' Yes E No O tntermed¡ate W¡nd Gider style. Dimensions'

Check Buckling ¡n CoÍoded Cond.? Yes E No O

10. Sfd De1*Jt 1-Ft tilf¡d)' Yes O tto E ; \I iable-Oes"Pt [¡tffi.2" Yes tr ¡¡o O Atemate tr: E|dtArd. t¡t,tf.)' yesOt¡otrA¡err¡aE

Plate 9ack¡ng Criteria' Certerl¡ne-Stacked? yes E No tr Flush-stacked? yes E No tr tnsire O O$kie trPLate Wilrrs (St|ellcourse heEhs) arú Thichesses ' Numbe6 betow lndirate Coürse Nuñber.

1._2 3._4._ 5.

1.

1',]. 't 3.

Jo¡rn Efficiency'_% Shell-to-Bonom Weld Type' Shell{o'Eottom Weld Exarn lvlthd'

Excéptions to Seal-rrelded Atáchments (see Section 5.1.3.7)i

Approvals: Revis¡ons: TiUE:

By, ck'd: Date:

Drarving No.: Sheet _ of _

Blanketing Gas

12_

WETDED TANKS FoR OtL SToRAGE t-21

API AP! Std 650 Storage TankData Sheet Page 2 of 8

' lf box is blank, Manufacturer shall determine and submit as per Appendix L.

11. Open-Top ¿nd Fixed Roofs: (See Sheet 6 for Floaüng Roofs) Open fop? ' Yes O No E

Fixed Roof Type' Roof Support Columns': Pipe E Or St uctural Shape O

Cone Slope'

-.

Dome or umbrelh Radius'

-

wdd Jo¡n§'(Lap, ButL Otleo

Seal Weld Uñdérside of: Lap'Jo¡nts? Yes O No tr ; Seal Weld Unders¡de of W¡nd Girder Jo¡nts? Yes E No E

Gas-tight? Yes tr No tr Jo¡nt Etrc¡encf

-%Thickness'-ln.SnowLoad'-App.Súppl.LoadSpec'-Coh'mnLateralLoad-No{mal Venting Devices' Emergency Vent¡ng Devices'

Free vents ¡n Areas Where Snow and lce May Block Venf

For Non-Frangible Roofs: serl weld Roof Plates to Top Angle on the lns¡de? Yes E No O ; Weld raftefs to Root Plates Yes E No E

Root{o-Shell Detáil' Radial Pfojedbr of Horizoflal Componer ot Top ArEle' lnward E olltward E

12. Bottonrjhickn"rs'

-

style'

-

slope'

-

weld Joint Type'

Provide Drip Ring? Yes E No O Alternate +ec.Annular Ring? Yes O No O Annular Ring: Minimum Radial widh'

-

Th¡ckness'

-13. Foundation: Furnished by' Type'

So¡l Allow. Bearing Pfessure'

-

Per spec.' Anchors: S¡ze'

-

Qty'

-Foundat¡on Design Loads: Bas€ shear Force: wind'

-

se¡sm¡c'

-

ovenuming Mornent: wind'

-

se¡smic'

-\R¡ng Forces: WeGht of shell + Roof New'

-

cofoded'

-

Roof L¡ve Load' lnternal Pressure'

-Panial vacuum'

-

wind'

-

Seism¡c'-Ebnom Forces: Floor wt. New'

-

Conoded'

-

Producl wt '

-

water Wt.'- Internal Pressure'-Part¡al vacuum'

-

Other Foundat¡on Loads' Min. Projection ot Fdn. Above Grade:

-14. Responsib¡lity for Heat¡ng Water, if Requ¡red: Pr¡rchase{ O Manufadurer E

Hydro.Test Fill He¡gtlt.

-

Sedement Measurements Requ¡red? YeS E tÚo o Extended Duraüon of Hydro'Tesl-B ftedi:ed Se[lemer[ Profile is Atached

Responsibil¡ty fo. Sett¡ng water Qual¡ty: Purchaser E Manufadurer E supplemental Test water Quality spec.

-

fest water Source & Disposal fe-ln Localions Hydro-Test Appendix J Tank? Yes O No D

Post-Pressure-fest Activities Required of the Manúacturer: Broom Clean E Potable water Rinse E Dry lnterior O

Other l15. lnspection by ¡n Shop; in Field

Supplemental NDE Respons¡bility suDDlemental NDE Soec' (Purch , Mfg., Othe0

Pos¡r¡ve Mater¡al ldemif¡cation? Yes O No E)

Max. Plate Th¡ckness for Shearing

-

PMI Requirements:

[¡ust Welds not exceed¡ng 6 mm (1/4 ¡n.) Be MuN-Pass? Yes O No O Must welds greater úlan 6 mm (1/4 in ) Be Muii-Pass? Yes E

Shell Noz./Manhole Reinf. Ph ' _-NoO

Leak Test Mthd: Roof' Shell'

Bottoñ'

-

Float¡ng Roof Components'

Modify or Wa¡ve API D¡mens¡onal Tolerances (see 7 5)? No tr Yestr Specify:

Spec¡ry Additional Tolerances, it any, and C¡rcurnferential and venical Meal¡remeit Localioos:

- Allowabte Plumbness:

-

Measurc and Record at a M¡nimum of

-

Locaiions or Every

-

m (fr) afound the Tank. at

fte Followiñg Shell Heights: (select one box)r O 1/3 H, 2/3 H and H tr Top of Each Shell CoÜse E Other:

-

- Allowable Roundness:..- Measre Rad¡us and Recofd at a Min¡mum of- Locaüons or Every- m (fr)

around the Tank, at the Follow¡ng Shell Heighls (select one box):

! Top of Tank, H E l/3 H, 2/3 H and H tr Top of Each Shell Course O other:

-

"See Data Sheet lnstruct¡ons for the Maximum Allowable Add¡tional Ra!El!!qe!9e'Approvals: Revisions: Titlei

Sy: Ck'd: Date:

Drawinq No.: Sheet

- of-

L-?2 API SIANoARD 650

API API Std 650 Storage Tank

Data Sheet Page 3 of 8

16. Coat¡ngs:

lntemal Coaüngs by:

Enernal Coating by:

Per Spec.'

Per Spec.'

(Not Req'd., Others, Tank Mfg.)

(Not Req'd., Others, fank Mfg.)

Under- Bottorn Coatñq by: Per Spec.'(Not Req'd., Others, Tank Mfg.)

'17. Cathodic Protection System? Yes O No D Per Spec.'

18. Leak Oetection S)6tem? Yes O No tr Per Spec.'

19. Release Prevenüon Barr¡ef Yes O No O Per Spec.'

20. Tank Measurernent System: Requ¡red? Yes O No O Remote Capab¡¡ity Requ¡red? Yes O No OBy,' Per Spec.'

21. We¡ght ofTank: Ful¡of Water'_ Empty'_ Sh¡pfnng'_ Brace/Lifr Spec..

22. Refefences': APl 650, Apqndix L

23. Remarks'l

Approvals: Revisions: ¡tle:8y, ck'd: Date:

Drawing No.: Sheet _ of _

WELDED IANKS FOR OIL STORAGE L-23

API Std 650 Storage Tank

TABLE 1 MATERIALS OF CONSTRUCTION

+ Check here if C.A. is to to each exposed surface E.

fABLE 2 BOLTS AND ANCHORS

++ Total C.A., on the ñominal d¡ameter'

ALE 3 NOZZTe ¡f,¡D MAÍ{HOLE SCI{EOULE'(for F¡xed Rool Shell' and Bottom)

L.24 API STANoARD 650

API API Std 650 Storage Tank

Data Sheet Page 5 of 8

OTHER TAIIK APPURTEIIAI{CES

24. Plaúorm, Stá¡rway, and Ra¡ling: Galvan¡zing Req'd?. yes O No tr Stainvay Style. Walk Surf. Type.

(Stra¡gtn or Helica0

Stair and Walkway Clear Widrh' Natioñal Safety Stañdards'

ArchitecturaUStructural Specifi cation'

Gauger's Plaform Req'd? Yes E Notr Qty Req'd.. _ per Spec. .

25. Jacket Required?' Yes tr No O Other Heaterlcooters Requ¡red?. yes tr No O

Supplemental Jackel Heater, or Cooler Spec¡ficat¡ons.

26. Mixer/Agitator: Quant¡ty _ S¡ze. _ per Spec..

27. lnsulation: Required? Yes tr No El Th¡ckness. [4ateriaf

Per Specs' Respons¡b¡l¡ty for hsulat¡on and lnstallation

(Purchaser. Manufacturer. Others)

28. gructural Anachments: Lifi Lugs?' yes O No O Desc.'

Shell Anchorage?' Yes O No tr Type' Scafio¡d Cable Suppon? yes tr No tr

29. Various Other lterm: Welded Flush-Type: Shetl Connection O Clearput Fiuing E Wa¡ve Applicaüon of Append¡x F? yes O No E

Miscellany #1

Miscellany #3

M¡scellany #5

Miscellany #2

Miscellany #4

Miscellany #6

fABLE 4 OTHER TANK APPURTENANCES'

WELDEo TAN(S FoR OrL SToMGE L-25

APIAPI Std 650 Storage Tank

Data Sheet Page 6 of 8

as per

FLOANNG ROOF DAÍA

30. Floating Roof Selec.t¡on

DesEn Bafs: ApPeidix C O Or Appendix H O

Type of Roof: (External or lnternal): Single Deck Pontooo' E Double Deck' tr

(ntern¿lOnly): Tubular Pontoon' O Maallic Sandwich Panel' O

Other O

31. Seals

Primary Seal: Shc O Envehpe O w¡per/ComFess¡on Plale E OÚÉr E¡

-

Supphrnedal spec:

Shoe Mechanism: lvlfg. §d. tr Other tr

-

Elecrraally lsolate Mechanism ffom Shoes? Yes E No O wax Scrapers Required? Yes O No E

M¡n¡mum StEe fhickness'

-

Carbon Sr€el Shoes rc be Galvanized? Yes O No E

Secondary Seal: StD€ O Envelope tr wiPer O None O otlEr E Supplememal Spec:

-

32. Oata for All Float¡ng Roofs:

overflow openings in shell Acceptable? Yes E No El Shell E{ensam? Yes O No O

Roof-Dra¡n Check valves Requared? Ye§ O No E Rmf'Drain lsolatrofl vatues Requi@d? Yes E No O

Freeze Prolection for Roof Drains Required? No O Yes E supPbmental RequÍements:

Roof'Drain Piping rc External Nozzles: Mfg. Std. O Armored Flexible Pipe O Swivels in Rigid Pipe E Ofier D

Foam Dam? Yes E NoD Supplemeotal spec.

Minimum Deck Thickness'

Bulkhead Top Edges lo be Liluid-I¡gtn? Yes E No f] Seal'weld Unders¡de of RooP Yes E No O

Etectr¡cat Bonding: Shunts:YesE No E) cables: Yes E No O Supplemenlal Spec.

Qty of Noo.Gu¡de-Pole GaugÉ wells Required

-

C¡y of Sample Halches Required

-Guire pote fff Gaug¡ng? yes E NoE strls in Gulre Pole? Yes o iloE Dá¡¡n Phtes?Yes D NoE gfikifE Plates? Yes E NoO

Guide pole Emiss¡oñs-L¡miüñg Devices: Stiding Cover E Pole Wiper O Pole Sleeve E Floal E Float W¡per tr Pole Cap E

Qty. of Root Manhobs'

-

Minilüm Hifh'Rooa clearance Above Bottom:

-Removable Leg Sorage Racks? Yes E NoE; Legsleeves E or Fixed Low Legs E33. Addit¡onal Oata lof External Floating Roofs:

weather Shield? Yes O No E) súppl. Spec.

Rotling Ladder Req'd? Yes O No E Field Adjusláble Legs? Yes O No E

Design Rainfa tntensily _tn./H r. (mr/hr) Eased on a

-

Mirute Durafon Assocaated wilh the

-

Stcrm

Deson Ac@mutaled 2¡t-Hour Rainfall-ln. (mm) 8aséd on the

-

gdm

Disloíirn ard gatility Delermanations Required? Yes E No E Supplemental Speciñcalion

Land€d Live Load'

-Revis¡ons: Tirle:

By, lckd: loare:Drawing No.: Sheet of

-

L-26 API SÍANDARD 650

APIAP! Std 650 Storage Tank

Data Sheet Page 7 of 8

fwo-Postbn Legs? Yes E NoO Cable-SüpporteO Roofl Yes E NoE Fired-Roof lnspec1bn Hatches Requ¡red?: yes O NoE

lnErnal Rml Dra¡n Requaed? Yes O No O OÍü D¡st ¡hrlion Pads Supportirp Unifonn Live Loads? Yes O No El

Cmos¡on Gauge Reqrired? Yes O No E| Fixed Ladder Required?: Yes E No E ; fype of Rool wm: '_

f\rodilied M¡nimum Pdm Load? Yes O No O Supdernenát Specificaüh

tvÍr. b Leak Te§ ' _ % ol Con¡panmen¡s O in Assembly Yrd El in Erected Po6itixt O Unkno¡,r; see séparate contract lerms

Roof Erector's Flot,ation Test w/ tank hydro O at coñpletion of roof O at ta¡er date E _ Not requied E

Flrlaüon Tesl fvledia: Water E Product E (see H.6.6.1) Water Quati!': Püable E Other O See Suppternenlal Spec _Fktarion Te9: Duraft)n FillHeirhr:

Flotation Test lteñs provired by Purchaser (see H.6-7): None E L¡st A(ached B

Responsibl€ Pany for lnspect¡ng Roof dur¡ng tnitiat Fitt; Purchaer E Oüer O

TABLE 5 FLOATING ROOF MATERIALS

Coñponeñi Material'/Thickness' C.A./Coating' Coírponent Materiaf/Thickness' C.A./Coating'

Deck Plate Datum Plate

lnner Rim P¡ate

Ouler R¡m Plate Pontoon Bulkhead

Foam DáÍr Sutf¡erged Pipe

Sandwich Panel Face Plale Guide Pole

Sandwich Panel Core Secondary Seal

Gauge well Secondary SealFabric

Dram Sumps W¡per np

Opening Sleeves W Scraper

Floating Sucrion Lines Wealher Seal

Pr¡mary Fabic S€al Envelope Fabric

Foam Log Core Shoe Mechanlsms

Landing Legs ftimary Seal Shoe

Landing Leg Bonom Pads Reñovable Covers

Rolliñg Ladder

lnlet D¡ffusers

Approvals: Tillel

By, lckd, lDatelDrawirE No.: Sheel _of_

WELDED TANKS FoR OIL SToRAGE t-21

APt Std 650 Storage Tank

Data Sheet

-lt

oo, ¡s u¡a,*, [,tanufacturer shall determ¡ne and submit as per Appendix L'

Tank Plan and Sketches:

Notesl

Approvals: Revisions: llrle:

E------Tar'd: I Date:

orawing Ho.: Sheet

- ol

-

API

L-24 API STANOARD 650

Table L.l-lndex of Decisions or Act¡ons Wh¡ch may be Required of the Tank Purchaser

Foreword

't.1.2

1.t.3

1.1.5

1 .1.6

1 .1 .11

Table 1-1 (App. C, E, G l, L, O, P.

V, W)

1 .1 .15

1 .1.18

1.1.2?

1.1.28

1.3.2

1.3.3

't.4

4.1.1.4

4.1.2

4.1.3

4.1.5 (b)

4.2.1.3

4.2.5

Table 4-1 (Note 1)

Table 4-2 (Note C)

4.2.7.4

4.2.8.1

4.2.9.2

4.2.10.4

4.4.1 (g)

4.4.2

4.6.2

4.7

4.9.1.1

4.9.1.4

4.9.1.5

4.9.2

4.9.3.1

5.1.3.6.1

5.1.3.8

5.1.5.3 (b)

5.1.5.4

5.1.5.5

5.1.5.8 (b)

5.1.s.9 (e)

5.2.1 (a, b, I g, h,j, 1)

5.2.2

5.2.3 (a, b, c)

5.2.4

5.2.6.1

5.3.1.1

5.3.2.1

5.3.2.3

5.3.2.6

5.3.3

5.3.4

5.4.1

5.4.4

5.4.5

5.6.1.1 (Notes 1, 3)

5.6.1.2

Tables 5-2a and 5-2b (Note a)

s.6.3.2 (H, G CAI

5.6.4.1

5.6.4.6 (¡,5.7 .1 .4

5.7.1.8

Figure 5-6 (Note 5)

F¡gure 5-74 (Notes 1, 7)

Figure 5-78 (Note 6)

Figure 5-8 (Note 4)

5.7 .2.2

5.7.2.3 o)Tables 5-6a and 5-6b (Note c)

Tables 5-8a and s-Bb (Note O

Tables 5-9a and 5-9b (Note c)

Figure 5- 12 (Note 4)

5.7 .3.4

5.7.4.5

5.7 .5.2

5.7.6.1.a

5.7.6.1.b

5.7.6.?

5.7.6.3

5.7.1 .',|

5.7.8.1

5.8.2

5.8.5.3

5.8.5.4

5.8.7

5.8.10 (c)

5.8.11.2

5.8.1 t.3

5.9.3.3

5.9.6.1 (Nore)

5.9.7.1 (¿, d)

5.9.7.2 (fu ¡¡e¡¡¡, r¿6¡¿)

5.9.7.7

5.'to.2.?

5.10.2.4

5.10.2.6

5.'t0.2.7

5.10.2.8

5.10.3.1

5.10.3.4

5.10.4.1

5.10.4.4

5.10.4.5

5.10.5

5.10.6

5.12.5

5.12.6

5.12.10

WELDED TANKS FoR Ott SToRAGE

6.1 .1 .1

6.1.2 (Nore)

6. 1.3

6.2.1

6.2.3

6.2.4

7.1 .',I

7 .1.4

1 .2.1.1

1 .?.1.7

7.2.3.3

7.2.4.1

7 .2.4.3

7.3.1.3

7 .3.2.',1

7 .3.2.3

7.3,5, 1

7.3.6.2 (2,3, 4, 5,7)

7.3.6.3

7.3.6.5 (Note)

1.3.7 .2

7.4.1

1 .4.4

7 .5.1

a.1.2.7

8.1.4

8.1.6

8.1.1 .2

8.1.4.?

8.3.2.5

8.6.3

8.6.10

8.6.11

9.2.1.1

10.1.1 (e. f, g,j, k)

Figure 10-'l (Note)

10.3 (Note)

4.1.1

E.1

E.3.1

E.4.1

E.4.2

E.4.2.4

E.4.4

E.4.6.1

E.4.6.2

E.5.1.2

E.6.1.3

E.6.1.5

E.6.1.6

E.6.2.1.2

E.7 .2

E.7.5

F.s.1

F.7.4

G1.3.2

G1.3.3

G1.4.1

G1.4.2

G1.4.4

G2.1

G2.4

G4.3

G5.3

G6.2

G7

G8.3

G9

G10.1.1

G10.1.2

G11.3

H.1.1

H.1.2

H.1.3

H.2.? (f , g,nl

H.3

4.1.2

4.3.4

A.4.1 (G CA)

4.6

4.8.2

4.9.2

8.3.3

8.3.4

8.4.4.1

c.1

c.3.1.1

c.3.1.2

c.3.1.5

c.3.3.2

c.3.4.1 (b)

c.3.4.2

c.3.5

c.3.7

c.3.8.1 (1, 3)

c.3.8.2

c.3,8.3

c.3.10.1

c.3.10.3 (b)

c.3.10.4

c.3.10.8

c.3.10.9

c.3.12.3

c.3.'t3.2

C.3.13.5 (Primary SecondarySeal)

c.3.14.1 (1)

c.3."t4.2

c.3.14.4

c.3.14.5

c.3.14.6

c.3.15.2

c.3,15.3

C.3.15.4 (a, e)

L,2g

API STANDARo 650

H.4.1.6

H.4.'t.1

H.4.1.8

H.4.1.9

H.4.1.10

H.4.2.'t.1

H.4.2.1.3

H.4.2.?

H.4.2.3.2

H.4.3.3

H.4.3.3.1

H.4.3.4

H.4.3.5

H.4.4

H.4.4.2

H.4.4.4

H.4.6.1

H.4.6.2

H.4.6.3

H.4.6.5

H.4.6.6

H.4.6.7

H.4.6.8

H.4.6.9

H.5.1.1

H.5.1.4

H.5.2.1

H.5.2.2.1

H.5.2.2.3

H.5.3.1

H.5.3.2

H.5.3.3

H.5.5.3

H.5.6

H.5.7

H.5.8

H.5.9

H.6.1

H.6.2

H.6.4 (Note)

H.6.6

H.6.6.'r

t.1.2

1.1 .3

1.2 (c)

1.5.5

t.6.2

r.6.3

1.6.4

t.7 .1

t.7.3.2 (CA)

1.7.6

J.1.2

J.3.6.2

J.3.7 .1

J.3.7 .2

).3.8.2

J.4.2.2

Annex L

M.l.2 (Note)

M,2

M.4.2(q

N.2.1

N.2.2

N.2.4

N.2.5

N.2.6

o.2.2

o.2.6

o.3.1.4

P1

P.2.1

P.2.2

P.2.8.1

P.2.A.2

R.2

s.1.2

Table S-1a and S- l b (Notes 1, 2, 3,5)

s.2.1.2

s.2.2

s.3.1

s.3.2 (G CA)

s.4.3.2

s.4.4.3

s.4.5.1

Tables S-2a and S-2b (Notes 2, 3)

Tables S-3a and S-3b (Note 4)

s.4.9.2

S.4.10.2 (a, f)

s.4.10.3

s.4.13

5.6 (a)

u.3.'l

u.3.3

u.3.5

u.4.3

Annex V

Annex W