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3rd Street West 12, 14, 16, 18, 20
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L ),v�'11" . __4".�,i,�, k 1�� ,, _I I ,��,, ,I L� , , , , 4 ..�, _.% �" _ ,� ; �, " , � � _ , ,,�.. _. , �.� ,mm`.�F'r ,,�,� , "I N.; e,�: , ; � -t, 11. � .���;,ir.j � � - . - ; . �� .*.'� - "". i. -,' . - I .1 1� �, � ., , :11�1 . .-, , T .,; . . " ? 't , , ,, , , -1� �, �' -1.� �'� - I L. 4"'� " � , : tf I � . ",�, � 4 , 4 , ", - - � ,.�,- ,..fl,- ,. , ,-�',,,,�" , ,- ,", , , I" . �, .�_ - ,. � , � I I .c . 11 -,t� , I , I �,�,1.6-'..1-1-�,,���? , � , -. ", , �, - I I 1.'�w ,,� 0 , I , , , ,, �! ,"L, .!,� _,!�'* , F"-_ .4,-!11-.-�X�,, P�1'1 ,,� . T � � , .".A"',�1", �, � I . . 1. 1 , ", P �, : "'. � ':u-1%-, .,' ,, 5�u il I I BUILDING DESCRIPTION : ENDWALL FRAME TYPE BASIC SIZE: WIDTH LENGTH HEIGHT ROOF PITCH LEFT RIGHT BUILDER Z. CONTRACTOR RESPONSIBILITIES GENERAL NOTES BLDG. "CS" 50'--0" 100'-O" 20'-0" E.H. 1 : 12 - �-BEARING-- - BEARING BLDG. " IT IS THE RESPONSIBILITY OF THE BUILDER/CONTRACTOR TO INSURE THAT ALL PROJECT PLANS AND SPECIFICATIONS THE STRUCTURE UNDER THIS CONTRACT HAS BEEN DESIGNED AND DETAILED FOR THE LOADS AND CONDITIONS BLDG "COMPLY WITH WITH THE APPLICABLE REQUIREMENTS OF ANY GOVERNING BUILDING AUTHORITIES. THE SUPPLYING OF SEALED STIPULATED IN THE CONTRACT AND SHOWN ON THESE DRAWINGS. ANY ALTERATIONS TO THE STRUCTURAL SYSTEM OR - ENGINEERING DATA AND DRAWINGS FOR THE METAL BUILDING SYSTEM DOES NOT IMPLY OR CONSTITUTE AN AGREEMENT REMOVAL OF ANY COMPONENT PARTS, OR THE ADDITION OF OTHER CONSTRUCTION MATERIALS OR LOADS MUST BE BLDG. " THAT METALLIC BUILDING COMPANY OR ITS DESIGN ENGINEER IS ACTING AS THE ENGINEER OF RECORD OR DESIGN DONE UNDER THE ADVICE AND DIRECTION OF A REGISTERED ARCHITECT, CIVIL OR STRUCTURAL ENGINEER. PROFESSIONAL FOR A CONSTRUCTION PROJECT. ME FALLIC BUILDIOG COMPANY WILL ASSUME NO RESPONSIBILITY FOR ANY LOADS NOT INDICATED. WARNING IN NO CASE SHOULD GALVALUME STEEL PANELS BE USED IN CONJUNCTION WITH LEAD OR COPPER. BOTH LEAD AND THE CONTRACTOR MUST SECURE ALL REQUIRED APPROVALS AND PERMITS FROM THE APPROPRIATE AGENCY AS THIS METAL BUILDING IS DESIGNED WITH METALLIC BUILDING COMPANY'S STANDARD PRACTICES WHICH ARE BASED COPPER HAVE HARMFUL CORROSION EFFECTS ON THE ALUMINUM ZINC ALLOY COATING WHEN THEY ARE USED IN CONTACT WITH REQUIRED. i ON PERTINENT PROCEDURES AND RECOMMENDATIONS OF THE FOLLOWING ORGANIZATIONS AND CODES. GALVALUME STEEL PANELS. EVEN RUN--"OFF FROM COPPER FLASHING, WIRING, OR TUBING ONTO_GALVALUME SHOULD BE AVOIDED. APPROVAL OF METALLIC'S DRAWINGS AND CALCULATIONS INDICATE THAT METALLIC BUILDING COMPANY BASE CONDITION; SHEETING: BLANKET TYPE INSULATION. 3" CORRECTLY INTERPRETED AND APPLIED THE REQUIREMENTS OF THE CONTRACT DRAWINGS AND, SPECIFICATIONS. 1 . AMERICAN INSTITUTE OF STEEL CONSTRUCTION: "SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION �-�--� - -- - FORMED SILL 26Go 'PBR' GALVALUME ROOF NONE = BY MANUFACTURER Cl BY OTHERS M ROOF 71 WALL ® UL-25 C71 (SECT. 4.2.1 AISC CODE OF STANDARD PRACTICES, 9TH ED.) OF STRUCTURAL STEEL FOR BUILDIINGS" (BURNISHED) WHERE DISCREPANCIES EXIST BETWEEN METALLIC'S STRUCTURAL STEEL PLANS AND THE PLANS FOR OTHER 26Ca R' ASH GRAY WALL SCREWSZINC CAPPED TRADES, THE STRUCTURAL STEEL PLANS SHALL GOVERN. (SECT. 3.3 AISC CODE OF STANDARD PRACTICE 9TH ED.) 2. AMERICAN IRON AND STEEL INSTITUTE: "SPECIFICATION FOR THE DESIGN OF COLD FORMED STEEL STRUCTURAL TAPE SEAL: TRIM: (1/8" POP RIVETS AT SPLICES) MEMBER ROOF( #12x1-1/4 SDS .k) STITCH ROOF( #14x7/8 LAP SDS *) ANCHOR BOLTS DESIGN CONSIDERATIONS OF ANY MATERIALS IN THE STRUCTURE WHICH ARE NOT FURNISHED BY MEMBERS" 3/8"® 26 Go CHARCOAL GRAY RAKE MEMBER WALL012A-1/4 SDS ) STITCH WALL(/14x7/8 LAP SDS) BY OTHERS METALLIC BUILDING COMPANY ARE THE RESPONSIBILITY OF THE CONTRACTORS AND ENGINEERS OTHER THAN 1" 26 Go CHARCOAL GRAY EAVE RAKE TO ROOF: STITCH RAKE TO WALL: STITCH METALLIC BUILDING COMPANY'S ENGINEERS UNLESS SPECIFICALLY INDICATED. 3. AMERICAN WELDING SOCIETY: STRUCTURAL WELDING CODE AWS D1 .1 • ---- -- ------ --- -- — BY BUILDING THE CONTRACTOR IS RESPONSIBLE FOR ALL ERECTION OF STEEL AND ASSOCIATED WORK IN COMPLIANCE WITH WARRANTIES 26 Ga CHARCOAL GRAY GUTTER GUTTER TO ROOF: STITCH GUTTER STRAPS_ STITCH_ MANUFACTURER METALLIC) BUILDING COMPANY'S "FOR CONSTRUCTION" DRAWINGS. A 4. METAL BUILDING MANUFACTURER'S ASSOCIATION: "LOW RISE BUILDING SYSTEMS MANUAL" U.L. 90 NO 26 Go CHARCOAL GRAY DOWNS. CORNER TRIM: STITCH RAKE ANGLE: MEMBER PRODUCTS SHIPPED TO BUILDER OR HIS CUSTOMER SHALL BE INSPECTED BY BUILDER IMMEDIATELY UPON ARRIVAL. ____ CLAIMS FOR SHORTAGES OR DEFECTIVE MATERIAL IF NOT PACKAGED MUST BE MAILED TO METALLIC IN 5. INTERNATIONAL_ CONFERENCE OF BUILDING OFFICIALS: "UNIFORM BUILDING CODE" 2a YR ROOF YES 26 ca ASH GRAY CORNER ADDITIONAL FEATURES: WRITING WITHIN FIVE (5) DAYS AFTER RECEIPT OF THE SHIPMENT. HOWEVER, IF A DEFECT IS OF SUCH A NATURE THAT y T 20 YR WALL YES 26 Ga ASH GRAY ACCESS. REASONABLE VISUAL INSPECTION WOULD FAIL TO DISCLOSE IT, THEN THE CLAIM MUST BE MADE WITHIN FIVE (5) DAYS 6. SOUTHERN BUILDING CODE CONGRESS INITERNIA-FIONAL: "STANDARD BUILDING CODE" AFTER THE BUILDER LEARNS OF THE DEFECT. METALLIC WILL NOT BE LIABLE FOR ANY DEFECT UNLESS I BUILDING LOADS CLAIM 15 MADE WITHIN ONE (1 ) YEAR AFTER DATE OF THE ORIGINAL SHIPMENT BY METALLIC TO BUILDER 7, BUILDING OFFICIAL AND CODE ADMINISTRATORS INTERNATIONAL: "BOCA NATIONAL BUILDING CODE" - OR HIS CUSTOMER. METALLIC WILL BE GIVEN A REASONABLE OPPORTUNITY TO INSPECT DEFECTIVE THIS TO CERTIFY THAT THIS STRUCTURE IS DESIGNED UTILIZING THE LOADS MATERIALS UPON RECEIPT OF CLAIM BY BUILDER. 8. NATIONAL BUILDING CODE OF CANADA. INDICATED AND APPLIED AS REQUIRED BY SBC 94 IF A DEFECT IS OF SUCH NATURE THAT IT CAN BE REMEDIED BY A FIELD OPERATION AT THE JOB SITE WITHOUT THIS CERTIFICATION IS LIMITED TO THE STRUCTURAL DESIGN OF THE FRAMING AND COVERING PARTS THE NECESSITY OF RETURNING THE MATERIAL TO METALLIC, THEN UPON WRITTEN AUTHORIZATIION OF MATERIAL PROPERTIES OF STEEL PLATE U$ED IN THE FABRICATION OF PRIMARY RIGID FRAMES, AND OTHER PRIMARY MANUFACTURED BY METALLIC BUILDING COMPANY AND AS SPECIFIED IN THE CONTRACT. ACCESSORY ITEMS SUCH AS METALLIC THE BUILDER MAY REPAIR OR CAUSE THE MATERIAL TO BE REPAIRED AND METALLIC STRUCTURAL EXCLUSIVE OF COLD-FORMED SECTIONS, CONFORM TO ASTM---A529 OR A---572 . FLANGES WITH DOORS, WINDOWS, LOUVERS, TRANSLUCENT PANELS, VENTILATORS ARE NOT INCLUDED. ALSO EXCLUDED ARE OTHER WILL REIMBURSE THE BUILDER FOR THE COST OF THE REPAIR IN ACCORDANCE WITH THE WRITTEN AUTHORIZATION. THICKNESSES OF ONE INCH OR LESS AND WIDTH OF 12" OR LESS CONFORM TO A-529 WITH A MINIMUM YIELD POINT OF PARTS OF THE PROJECT NOT PROVIDED BY METALLIC BUILDING COMPANY SUCH AS FOUNDATIONS, MASONRY WALLS, ALL BRACING AS SHOWN AND PROVIDED BY METALLIC FOR THIS BUILDING IS REQUIRED AND SHALL BE 55,000 psi. FLANGES GREATER THAN 1" IN THICKNESS OR 12" IN WIDTH CONFORM TO A-572 WITH A MINIMUM YEILD MECHANICAL EQUIPMENT AND THE ERECTION AND INSPECTION OF THE BUILDING. THE BUILDING SHOULD BE ERECTED INSTALLED BY THE ERECTOR AS A PERMANENT PART OF THE STRUCTURE, POINT OF 50,000 psi. WEB MATERIAL CONFORMS TO ASTM-A36 MODIFIED WITH A MINIMUM YIELD POINT OF 46,000 psi. ON A PROPERLY DESIGNED FOUNDATION IN ACCORDANCE WITH METALLIC BUILDING COMPANY'S DESIGN MANUAL, THE TEMPORARY SUPPORTS, SUCH AS TEMPORARY GUYS, BRACES, FALSEWORK, CRIBBING OR OTHER ELEMENTS REQUIRED MATERIAL PROPERTIES OF PIPE SECTIONS CONFORM TO ASTM--A53 TYPE E, GRADE B WITH A MINIMUM YIELD POINT ATTACHED DRAWINGS, AND GOOD ERECTION PRACTICES. FOR THE ERECTION OPERATION WILL BE DETERMINED AND FURNISHED AND INSTALLED BY THE ERECTOR. THESE OF 35,000 psi. THE CONTRACTOR AND/OR ENGINEER OF RECORD IS TO CONFIRM THAT THESE LOADS COMPLY WITH REQUIREMENTS TEMPORARY SUPPORTS WILL SECURE THE STEEL FRAMING, OR ANY PARTLY ASSEMBLED STEEL FRAMING, AGAINST MATERIAL PROPERTIES OF HOT ROLLED STEEL MEMBERS CONFORM TO THE REQUIREMENTS OF ASTM-A36 OR A572 OF THE LOCAL BUILDING DEPT. LOADS COMPARABLE IN INTENSITY TO THOSE FOR WHICH THE STRUCTURE WAS DESIGNED, RESULTING FROM WIND, WITH A MINIMUM YIELD POINT OF 50,000 psi. ROOF DEAD LOAD 2 PSF ( FOR ROOF PANELS AND PURLINS ) SEISMIC FORCES AND ERECTION OPERATIONS, BUT NOT THE LOADS RESULTING FROM THE PERFORMANCE OF WORK BY MATERIAL PROPERTIES OF COLD FORMED LIGHT GAGE SYEEL MEMBERS CONFORM TO ASTM-A570 OR A607 DRAWING INDEX OR THE ACTS OF OTHERS, NOR SUCH UNPREDICTABLE LOADS AS THOSE DUE TO TORNADO, EXPLOSION] OR COLLISION. GRADE 55 MODIFIED WITH A MINIMUM YIELD POINT OF 57,000 psi. COLLATERAL DEAD LOAD 0 PSF (SECT. 7.9.1 AISC CODE OF STANDARD PRACTICE, 9TH ED.) MATERIAL PROPERTIES OF ROOF/WALL SHEETING, BASE METAL CONFORM TO ASTM-A792 GRADES D OR E WITH ROOF LIVE LOAD ISSUE PAGE DESCRIPTION MINIMUM YIELD POINTS OF 50,000 psi AND 80,000 psi RESPECIVELY, AS REQUIRED BY DESIGN. COATING OF BASE PRIMARY FRAMING 12 A CI OF 1 COVER SHEET MATERIAL IS 55% ALUMINUM---ZINC ALLOY IN ACCORDANCE WITH AZ55 SPECIFICATIONS. PSF A E1 of 4 ROOF FRAMING PLAN PRODUCT CERTIFICATIONS CABLE UTILIZED FOR BRACING CONFORMS TO ASTM A475. SECONDARY FRAMING 20 PSF ROD AND ANGLE UTILIZED FOR BRACING MEMBERS CONFORM TO ASTM A36. AUXILIARY LIVE LOAD - PSF STRUCTURAL JOINTS WITH A.S.T.M. A-325 HIGH STRENGTH BOLTS, WHERE INDICATED ON THE DRAWINGS, SHALL BE ASSEMBLED AND THE FASTENERS TIGHTENED IN ACCORDANCE WITH "TURN-OF-NUT" METHOD AS DESCRIBED IN THE GROUND SNOW LOAD 0 PSF ( Ce = ) A E2 of 4 SIDEWALL ELEVATIONS METALLIC BUILDING COMPANY IS A MEMBER OF THE METAL BUILDING MANUFACTURERS ASSOCIATION. SPECIFICATION FOR STRUCTURAL JOINTS USING A.S.T.M. A--325 OR A----490 BOLTS (11 ---13-85) UNLESS OTHERWISE NOTED. ALL JOINTS WILL BE ASSEMBLED WITHOUT WASHERS UNLESS OTHERWISE NOTED. ROOF SNOW LOAD 0 .._._._ PSF METALLIC BUILDING COMPANY'S FABRICATION AND PRODUCTS ARE COVERED BY ONE OR MORE OF THE FOLLOWING ALL STEEL MEMBERS EXCEPT BOLTS, FASTENERS AND CABLE SHALL RECEIVE ONE SHOP COAT OF IRON OXIDE WIND LOAD 11C MPH, EXPOSURE -- CERTIFICATIONS: CORROSION INHIBITIVE PRIMER, MEETING THE PERFORMANCE. REQUIREMENTS OF TTP---636. 1 . APPROVED FABRICATOR OF PREFABRICATED BUILDINGS AND COMPONENTS. REFERENCE ICE3p REPORT N0. FA 337 SHOP AND FIELD INSPECTIONS AND ASSOCIATED FEES ARE THE RESPONSIBILITY OF THE CONTRACTOR, UNLESS SEISMIC ZONE - AU = 0.05 A� = 0.05 A E3 of 4 ENDWALL ELEVATIONS - - STIPULATED OTHERWISE IN THE CONTRACT, SEISMIC HAZARD EXPOSURE GROUP I 2. SBCCI COMPLIANCE REPORT N0. 9461A SEISMIC PE:RFO,RMANCE CATEGORY A 3. AISC METAL BUILDING CERTIFICATION PROGRAM SITE COEFFICIENT - APPROVED FABRICATOR (REGISTRATION N10. "164 SAFETY COMMITMENT BASIC STRUCTURAL SYSTEM: DUAL SYSTEM WITH ORDINARY A E4 of 4 CROSS SECTIONS 4. CITY OF HOUSTON ( ) STEELMOMENT FRAMES OF CONCENTRICALLY BRACEDFRAMES. (� 5. WISCONSIN PRODUCT APPROVAL NUMBER 950075-M 41 RESPONSE MODIFICATION FACTOR (R) 2 6. CLARK COUNTY, NEVADA APPROVED FABRICATOR METALLIC BUILDING COMPANY HAS A COMMITMENT 'TO MANUFACTURE QUALITY BUILDING COMPONENTS THAT CAN BE DEFLECTION AMPLIFICATION FACTOR (Cd)_ 4 SAFELY ERECTED. HOWEVER, THE SAFETY COMMITMENT AND JOB SITE PRACTICES OF THE ERECTOR ARE BEYOND THE GENERAL DETAILS 7. CITY OF LOS ANGELES, CALIFORNIA APPROVED TYPE 1 FABRICATOR (LA#1604) CONTROL OF METALLIC BUILDING COMPANY. ANALYSIS PROCEDURE EQUIVALENT LATERAL FORCE _ IT IS STRONGLY RECOMMENDED THAT SAFE WORKING CONDITIONS AND ACCIDENT PREVENTION PRACTICES BE THE TOP IMPORTANCE FACTORS 8. CANADIAN WELDING BUREAU CERTIFICTION TO CSA STANDARD W47.1 IN DIVISION 1 (SYMBOL PY72(HOUSTON, TX)) PRIORITY OF ANY JOB SITE. ACCESSORY DRAWINGS LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS SHOULD ALWAYS BE FOLLOWED TO HELP INSURE WIND LOAD 1 9. TEXAS DEPT. OF INSURANCE PRODUCT EVALUATION RC---34 WORKER SAFETY. SNOW LOAD 1 MAKE CERTAIN ALL EMPLOYEES KNOW THE SAFEST AND MOST PRODUCTIVE WAY OF ERECTING A BUILDING. EMERGENCY PROCEDURES SHOULD BE KNOWN TO ALL EMPLOYEES, SEISMIC LOAD 1 0 F1 of 1 ANCHOR B(9LT PLAN DAILY MEETINGS HIGHLIGHTING SAFETY PROCEDURES ARE ALSO RECOMMENDED. THE USE OF HARD HATS, RUBBER MEZZANINE LOADS SOLE SHOES FOR ROOF WORK, PROPER EQUIPMENT FOR HANDLING MATERIAL, AND SAFETY NETS WHERE APPLICABLE, APPROVAL NOTES ARE. RECOMMENDED. LIVE LOAD -" PSF DEAD LOAD PSF BLDG, DETAILS CRANE INFORMATION -- WELD SHEET THE FOLLOWING CONDITIONS APPLY IN THE EVENT THAT THESE DRAWINGS ARE USED AS APPROVAL DRAWINGS: � " -� A) IT 15 IMPERATIVE THATHATANYANYCHANGES TO THESE DRAWINGS: NOTE: THE(812 X 11 ) S" SHEETS PLEASE CIRCLE ONES THAT ARE APPLICABLE" IS S1 S1 A S1 B S2 S3 S4 S5 S6 S7 S8 S8A S9 S10 S11 S11 A S12 NOT THEE GINEERROFGRE�CORD 1 ) BE MADE IN CONTRASTING INK. FOR THE OVERALL PROJECT- S HAVE ALL INSTANCES OF CHANGE CLEARLY INDICATED. � RECEIVED S12A S13 S13A S14 S14A S15 S1 5A S16 517 518 519 520 S20A S21 S21 A S22 APR.SN. DATE APR, S23 S24 S25 S26 S26A S26B S27 S28 S29 S30 S31 S32 S34 S35 S36 S37 ) ' 2) BE LEGIBLE AND UNAMBIGUOUS. If I VU „�, � B) DATED SIGNATURE IS REQUIRED ON ALL PAGES. 01 JUN 2 8 1999 S38 S39 S40 S41 S42 S43 S44 S45 S46 S47 S48 S49 S50 S50A S51 S52 R M City of Atlantic Beach S53 S54 S55 S56 S57 S58 S59 S60 S61 S62A S62B S63 S63A S63B S63C S64 C) MANUFACTURER RESERVES THE RIGHT TO RE--SUBMIT DRAWINGS WITH EXTENSIVE 0 COMPLEX CHANGES REQUIRED JUN 1999 Building and Zoning S65 S66 S67 S68 S71 S72 S73 S74 DM 5-4-1 DM 5-23 TO AVOID MISFABRICATION. THIS MAY IMPACT THE DELIVERY SCHEDULE. JACKSONVILLE D) APPROVAL OF THESE DRAWINGS INDICATES CONCLUSIVELY THAT METALLIC HAS CORRECTLY > PREVENTI.o.N WI GS INTERPRETED THE CONTRACT REQUIREMENTS, AND FURTHER CONSTITUTES AGREEMENT THAT THE BUILDING AS �.! DIVISION q � DRAWN OR AS DRAWN WITH INDICATED CHANGES REPRESENTS THE TOTAL OF THF_ MATERIALS TO BE SUPPLIED �! NO EXCEPTIONS 2_3 ` BY MANUFACTURER. .EXCEPTIONS AS NOTEA i:. J1aNEEZ a I------ E) ANY CHANGES NOTED ON THE DRAWINGS NOT IN CONFORMANCE WITH THE TERMS AND REQUIREMENTS OF THE DRAWING STA rU S REVISIONS A CONTRACT BETWEEN MANUFACTURER AND ITS CUSTOMER ARE NOT BINDING ON MANUFACTURER UNLESS FOR APPROVAL: NO. DATE DESCRIPTION BY CK'D ' metallic 6uilding comptllt'ty SUBSEQUENTLY SPECIFICALLY ACKNOWLEDGED AND AGREED TO IN WRI FING BY CHANGE ORDER OR SEPARATE El THESE DRAWINGS, BEING FOR APPROVAL, ARE BY DEFINITION NOT A 6/18/99 FOR PERMIT PHO JC DOCUMENTATION, MANUFACTURER RECOGNIZES THAT RUBBER STAMPS ARE ROUTINELY USED FOR INDICATING FINAL, AND ARE FOR CONCEPTUAL REPRESENTATION ONLY. THEIR 7301 FAIRVIEW • HOUSTON, TEXAS P.O. BOX 40338 APPROVAL, DISAPPROVAL, REJEC TION, OR MERE REVIEW OF THE DRAWINGS SUBMITTED. HOWEVER, MANUFACTURER PURPOSE IS TO CONFIRM PROPER INTERPRETATION OF THE PROJECT ZIP 77041 (713) 466-7788 ZIP 77240 DOES NOT ACCEPT CHANGES OR ADDITIONS TO CONTRACTUAL TERMS AND CONDITIONS THAT MAY APPEAR WITH DOCUMENTS. ONLY DRAWINGS ISSUED "FOR CONSTRUCTION" CAN BE CONSIDERED AS COMPLETE. DESCRIPTION COVER SHEET USE OF A STAMP OR SIMILAR INDICATION OF APPROVAL, DISAPPROVAL, ETC. SUCH LANGUAGE APPLIED TOFOR PERMIT: MANUFACTURER'S DRAWINGS BY THE CUSTOMER, ARCHITECT, ENGINEER, OR ANY OTHER PARTY WILL BE ❑ THESE DRAWINGS, BEING FOR PERMIT, ARE BY DEFINITION NOT FINAL SIZE SEE BUILDING DESCRIPTION CONSIDERED AS UNACCEPTABLE ALTERATIONS TO THESE DRAWING NOTES, AND WILL NOT ALTER THE IN THAT, AS A MINIMUM, PIECE MARKINGS ARE NOT IDENTIFIED. ONLY CUSTOMER L—K EREECTORS cusT. p SEA INTERNATIONAL CONTRACTUAL RIGHTS AND OBLIGATIONS EXISTING BETWEEN MANUFACTURER AND ITS CUSTOMER. CDRAWI OMPLlGS ISSUED FOR coNSTRucTION CAN BE CONSIDERED AS COMPLETE. LOCATION ATLANTIC BEACH, FL, CAD BY PHO w ❑ FOR CONSTRUCTION: DRN. BY CK'D BY DATE SCALE QUOTE NO, JOB N0, SHEET N0. ISSUE FINAL DRAWINGS. I�IONE 118—A 0605—'180568 C1 0f IA S 1 8 4 4 4 STEEL LINE '01 01 134 134 134 134 J SIDEWALL FORMED SILL d ' STEEL LINE w cn cL � CV ♦- � --- '' C111 _ C7 � 3 1/2 FINISHED FLOOR � rI- i NO w cr, F1 3/4 v V _ d � r o 4 4 d ° ..q •l r'rJ Mc of CV X 4 4 � Y- CV a r- DOOR a r � STEEL °p OPENING -- 4 44 CO 00 ,�, LINE • v SIDEWALL SIDEWALL 4 r ATTACHMENT TO CONCRETE BY OTHERS STEEL LINE STEEL LINE 0'_8 4 FORMED SILL SECTION SEE ANCHOR BOLT PLAN SEE ANCHOR BOLT PLAN 8 SEC. 'A' NOW- BASE PLATE DETAIL BASE PLATE DETAIL BASE PLATE `DETAIL BASE PLATE DETAIL F.O. BASE PLATE STEEL LINE DET. A A BOLTS 1"0 BASE PLATE THK. 5/8" DET' B A. BOLTS 1"0 BASE PLATE THK. 5/8" DET' C A. BOLTS 3/4"0 BASE PLATE THK. 1/2" DET' D A. BOLTS 3/4"0 BASE P.L. THK. 1/4" DET. E A. BOLTS 3/4"0 BASE P.L. THK, 1/4" 0 0 o 100'-0 O/O STEEL 20'---0 20'-0 20'--0 20'--0 20'-0 FINISHED FLOOR BRACED BAYq a a 4 U 4 d 4 d a 4 v I 9' 6 I r r I7r- T _ 8.r-0 _-64r- 6 8r-0 7r-6 r r . - - r r _. }r- oa 4 q •13 13 13 13 13 113 13 1313 4 4 4 4 4 3 4 4 4 4 4 41 4 rA rB B rB rB rB I I I I I I 1 I I 1 I I I I m -f E E I �¢ E E I E E I E E F FRAMED OPENING SECTION E SEC. 'B' D _ _ _ _ _ _ - _ _ _ , -_ _ - _ - D o A A A A I _. IDIISCRIPTION GRID VER. HOR. MOMENT In `�' FRAME REACTION SCHEMATIC 1 I 1 c7 A FRAME LINES 2 THRU 5 DEAD + LIVE LOAD A 7.620 2.808 0.000 I I ( I (all reactions are in kips, DEAD + LIVE LOAD B 7.620 --2.808 0.000 I I I I 1 kip = 1,000 pounds C I I I I C . DL + WLL A -11.762 -6.608 0.000 DL + WLL B -7.082 --0.710 0.000 Ld w � 0 ( I I HOR + DL + 1 2LL + WLL A -8.762 -5.4680.000 0 z VE -� I m I 1 I DL -i 1 2LL + WLL -- B -4.082 1.851 0.000 Cif 0 0 � I I I B = DL + 12WLL + LL A 0.929 -0.760 0.000 0 0 cv �I DL + "I 2WLL -J LL B 3.269 -2.900 0.000 0 o I L o I I I o MOMENT -F w Ln c1\1I u I I I �l DL. + WL2 A -6.408 -6.462 0.000 U' ARE DL. -J WL2 B -1 .72$ -0.851 0.000 0 ( AT THE FIN. FLR. ELEVATION UNL, BOTTOM OF ALL BASE PLATES NTD. J DL. 1 2LL + WL2 A -3.408_- -5.321 0.000 DL. + 1/2LL + WL2- B 1 .272 -1.997 0.000 o I I I I I I DL- + 'I 2WL2 -F LL A 3.606 -0.686 0.000 C DL. + 1 2WL2 -� LL B 5.946 -2.913 0.000 I II _ - _-- _ o I I I I o MAX ENDWALL REACTION u �n A k I I I I D + L - 3.64 WIND BEN r REACTION A B I B A UPLIFT - -5.52 k (FRONT SW. LINES 3-4)I WIND BENT SHEAR = ± 5.0 k DL -� LL DL + WLL. �`t E E I E E ( E E ( E E r�xr NOTI NO : THE UNDERSIGNED IS E E THE ENGINEER OF RECORD r _ _ I _ - _ FOR THE OVERALL PROJECT. -F _ _ "� X-BRACING REACTION OPNI R: - - gA 0_� " �1 c� nl c�1 C 1 © BACK SIDEWALL I I I I I I I I I I ( I I A i B 3 3 B 3 3 B 3 3 B 3 3 B 4.Ok 4.1k r' 14 _ D14 14k < I14 I414I4 14 I4 k 7'-0 10'-0 3'-0 , 7' 0 10'-0 3'--0 I 7'-0 10' 0 3'-01 7'-0 10'--0 3'-01 7 -0 _�..__�0'_0 3'= / �,� A� 20'-0 20'--0 20'--0 20'--0 20'-0 ' I �, - - --- - k k k k BRACED BAY 0.50 0.50 5A 6. 1 ANCHOR BOLT SETTING PLAN I ANCHOR BOLT DIAMETERS HAVE BEEN DESIGNED BY THE METAL D R A WI NI G STA-1-US S REVISIONS BUILDING MANUFACTURER BASED ON AISC METHOD WITH COMBINED ANCHOR BOLT DETAIL SYMBOL DIA. QTY, LENGTH THRD HOOK PROJ. metallic building company FOR APPROVAL: N0. DATE DESCRIPTION BY CK'U � I, � SHEAR AND TENSION. THESE DRAWINGS, BEING FOR APPROVAL, ARE BY DEFINITION NOT LENGTH TO BE [DETERMINED BY 't 1/2' 20 * +� ` 1 1/2 FINAL, AND ARE FOR CONCEPTUAL REPRESENTATION ONLY. THEIR 0 6/18/99 FOR CONSTRUCTION PHIO JC � 7301 FAIRVIEW & HOUSTON, TEXAS - P.O. BOX 4033$ FOUNDATION) ENGINEER 5/8'r 2" PURPOSE IS TO CONFIRM PROPER INTERPRETATION OF 'THE PROJECT ZIP 77041 (713) 466-7788 ZIP 77240 DEVELOPMENT, EMBEDMENT AND HOOK LENGTH OF ANCHOR BOLTS THREAD DOCUMENTS. ONLY DRAWINGS ISSUED "FOR CONSTRUCTION" CAN BE IN THE CONCRETE ARE DESIGN RESPONSIBILITY OF OTHERS. ALSO NUT(BYY WASHER OTHERS) - 3/4" 56 « 1/2" CONSIDERED AS COMPLETE. DESCRIPTION ANCHOR BOLT SETTING PLAN DESIGN OF SHEAR ANGLES, TENSION PLATES, HAIRPINS, AND ANYo 7/8" ,3 1/2" ❑ FOR PERMIT: SIZE C5 N 50'-0" x 100'-0" x 20'-0" E.H. © 1 : 12 R.S. OTHER EMBEDDED MATERIAL IN THE CONCRETE SHALL BE DESIGNED 1.. 16 3 �, THESE DRAWINGS, BEING FOR PERMIT, ARE BY DEFINITION NOT FINAL _- Cusp-- D. SEA INTERNA fIONAL / IN THAT, AS A MINIMUM, PIECE MARKINGS ARE NOT IDENTIFIED. ONLY CUSTOMER L--K EREECTORS AND PROVIDED BY OTHERS. � - DRAWINGS ISSUED " FOR CONSTRUCTION " CAN BE CONSIDERED AS -4}- 1 1/8" 3 1/2" LOCATION ATLANTIC BEACH, FL. .m_ CAD BY PHO --- - - - - - COMPLETE. NOTE: ANCHOR BOLT PROJECTION IS FROM BOTTOM OF BASE PLATE, - 1 1/4" 3 1/2" FFINAL DRAWINGS.OR CONSTRUCTION__ DRN. BY CK D BY DATE SCALE QUOTE N0, J6B N0. SHEET NO. ISSUE UNLESS GROUT IS REQUIRED. ANCHOR BOLTS (BY OTHERS) = DETERMINED BY OTHERS NONE 118--A 0605-180568 F1 Of 1 Q 19 ) 14 Lp 6 r rr. 10 0 040a a 100'-0 0/0 STEEL 20'-0 20'-0 20'-0 20'-0 20'--0 (TYP.THIS BAY) (TYP.THIS BAY) (TYP.THIS BAY) (TYP.THIS BAY) (TYP.THIS BAY) 8 PURLIN LAPS 1'-2 1'-234 1 -234 1'- 234 1'--2 a 1'--234 1'-234 1'_234 8 . , O 0k Ln ' w Lij Cn O ' O I I I O O _ O Ln O O Lnx C.B. , ROOF FRAMING PLAN a 1-2 3/4 1-2 3/4 1 3/4 1-1 1-1 1 3/4 22 10" C STRUT SPACER EAVE STRUT o ............................................. ..........._ ....... ....... -..--- -------- -- ---L............ . .....-•-........ f€ NOTE: THE UNDERSIGNED IS PURLIN CLIP / NOT THE ENGINEER OF RECORD FOR THE OVERALL PROJECT. 6x3/16x7 P.L. �FLANGE BRACE Dsrl. A R. RAFTER ----� 2x2x14 Ga SELF-DRILL APR. DATE o W/ 1/2"Ox1" M.B. FASTENER STRUT PURLIN FLANGE BRACE CLIP 3x3x3/16 P.L. USE (6) 1/2"xi" CAD. PLATED MACHINE BOLTS U.N. PURLIN LAP DETAIL v 2'-5 112" LAP LONG LAP STRUT PURLIN CONNECTION TO EAVE STRUT - � MISCELLANEOUS ACCESSORIES SWING DOORS FIELD LOCATED + FRAMED OPENINGS VENTILATORS, DRAWING STATUS REVISIONS MK. N0. DESCRIPTION MK. N0. DESCRIPTION 1dK. 40- SIZE DESCRIPTION MK. NO. DESCRIPTION FOR APPROVAL.:. NO. DATE DESCRIPTION BY' CK'D metallic building company - D 5 3070M (WHITE PRIMER) B �5 8-0 x 8--0 FOR DOOR (BY OTHERS) THESE DRAWINGS, BEING FOR APPROVAL, ARE BY DEFINITION NOT A 6/18/99 FOR PERMIT PHIO JC FINAL, AND ARE FOR CONCEPTUAL REPRESENTATION ONLY. THEIR 7301 FAIRVIEW • HOUSTON, TEXAS P.O. BOX 40338 C 5 10--0 x 12-0 FOR DOOR (BY OTHERS) PURPOSE IS TO CONFIRM PROPER INTERPRETATION OF THE PROJECT ZIP 77041 (71� 466--7788 ZIP 77240 DOCUMENTS. ONLY DRAWINGS ISSUED "FOR CONSTRUCTION" CAN BE CONSIDERED AS COMPLETE. DESCRIPFION ERECTION DRAWING SKYLIGHTS WINDOWS FOR PERMIT_ THESE DRAWINGS, BEING FOR PERMIT, ARE BY DEFINITION �lOF FINAL SIZE CS ^� 50 -Q X 10Q -0" x 20' "-O E.H. @ 1 12 R.S. MK. N0, DESCRIPTION MK. N0. DESCRIPTION IN THAT, AS A MINIMUM, PIECE MARKINGS ARE NOT IDENTIFIED. ONLYCUSF. A 20 SIZE ( 3 X 10'-8 ) COLOR (WHITE) DRAWINGS ISSUED " FOR CONSTRUCTION " CAN BE CONSIDERED AS CUSTOMER L -K EREECTOR� D. SEA INTERNATIONAL — -- COMPLE TE. LOCATION ATLANTIC BEACH, FL. CAD BY pH0 _ FOR CONSTRUCTION: DRN. BY CK'D BY DATE SCALE QUOTE NO. JOB NO. SHEET NO. ISSUE FINAL DRAWINGS. NONE 118--A 0605-- 180568 El Of 4 A 14 1 16) 1� I rd 5+, tdcs+i III i 1 2 3 4 5 6 6 5 3 C2 1 1'---234 1'--21 1'-234 1'-234 1'-234 1 -234 1'-234 1'-234 1'-2 4 1'-234 l'-21 l'-21 1'-234 1'-234 1'-234 V-234 I F11 ri I F1 fi T l C.B. a a a I I © © © o �I �I 00 a 0 _ 0 ry , C\I r, rl �, , 1 0 0 o a o ``, I co 00 ,' oo co 0o FORMED T-) SILL TYP, �fl � ' I i 7'-0 10'-0 3'-0 7'-0 10'-0 3'-0 7'-0 10'-0 3'-0 7'-0 _1-0' 0 0 T? -°- l0'-0 -0 7'-6 8'-0 4'-6 4'-6 8'-0 7'-6 9' -6 8'-o a'-o - --- 9 _G --- --�--G - - g �. ._ _4.�G._. 20'-0 20'-0 20'-0 20'-O -- -- _ - 29'-Q _ . . 20'-0 20'--0 40'-0 --__ 20'-0 20'---0 WIND BENT THIS BAY (SEE DETAIL BELOW) ELEVATION © LINE A ELEVATION Q LINE "B" FRONT SIDEWALL BACK SIDEWALL •I 6 6 1 2'-0 2'-0 LAP LAP - _ — - i. . t I I i I � I I I � I � , I tyl I W I I a 0 I I I I I C)N [`, I I IL-------1— L I I I I I I t i t 100'-0 0/0 STEEL 100'-0 0/0 STEEL ELEVATION © LINE "A" ELEVATION © LINE "B" FRONT SIDEWALL BACK SIDEWALL 3 4 �I CLIP 12" C.8. — I MAIN FRAME COLUMN FLANGE BRACE \ (AS REQ'D) SIDEWALL GIRT \ r I (2) j"' x IV A325 BOLTS rtl—/(8) 3/4"a�2 1/4"15 15 A325 ©OLTS 0 4'-0" O.C. MAX. ....................... 1 :_.-.::. ..o........... STRUT GIIRT ' I w/ 5/S" PLATE 10 10 ( -- STIFFENER E I ' 8"Z STRUT SPACER >� NOTE: THE UNDERSIGNED 15 (N.S./F.S. / GIRT CLIP rI�OR THE OVERALL EER O PROJECT. DSN. APR. / 2 2 APR. DAT 1 3/4 1-1 1-1 1 3/4 W SELF DRILL. FAST. CONT. GIRTr 1 2 3/4" 1-2 3/4" f ALL BOLTS ARE 1/2"0 x '1" M.B. UNLESS NOTED 2'-511/2"L P (LAP ONGI LAP) STRUT GIRT DETAIL FIN. FLOOR / 1 D 10 DRAWING STATUS REVISIONS FOR APPROVAL: NO, DATE DESCRIPTION BY CK','D ' metallic � J company THESE DRAWINGS, BEING FOR APPROVAL, ARE BY DEFINITION NOT A 6/18/99 FOR PERMIT PHO JC 101 FINAL, AND ARE FOR CONCEPTUAL REPRESENTATION ONLY. THEIR 7301 FAIRMEW • HOUSTON, TEXAS • P.O. BOX 40338 t0 i8'-2'< PURPOSE IS TO CONFIRM PROPER INTERPRETATION OF THE PROJECT ZIP 77041 (713) 466-7788 ZIP 77240 DOCUMENTS- ONLY DRAWINGS ISSUED "FOR CONSTRUCTION" CAN BE CONSIDERED AS COMPLETE. DESCRIPTION ERECTION DRAWING _ 20'-o FOR PERMIT: SIZE CS N 50'-0" x 100'-0" x 20'-0" E.H. ® 1v 12 R.S. THESE DRAWINGS, BEING FOR PERMIT, ARE BY DEFINITION NOT FINAL _ ¢ IN •THAT, AS A MINIMUM, PIECE MARKINGS ARE NOT IDENTIFIED. ONLY CUSTOMER L—K EREECTORS cusT p SEA INTERNATIONAL. MAIN FRAME MAIN FRAME DRAWINGS ISSUED " FOR CONSTRUCTION " CAN BE CONSIDERED AS CAD BY COMPLETE. LOCATION ATLANTIC BEACH, FL. PHO WIND BEND DETAIL ( 0 LINES 2--3 / FRONT SIDEWALL ) FOR CONSTRUCTION: DRN, BY CK D BY DATE SCALE QUOTE NO. JOB NO. SHEET NO. ISSUE FINAL DRAWINGS. NONE 118—A 0605- 180568 E2 Of 4 A III i °V 4 AD 12A- 12 1 1 � c�`z B 1 r- - A A ,� \ B °& 1 I I I o I o O I N Cil cn Cq r� 0) CD (� I FORMED SILL TYP. -1 � FORMED SILL TYP. r7 3 1.1 3 , 1134 11-34 , 11 4 15'-0 20'-0 15'_0 15-0 0'-Q 15'--0 ° ELEVATION @ LINE "1" ELEVATION © LINE "6" LEFT ENDWALL RIGHT ENDWALL 1'-0 C -0 LAP LAP I I - I I I I I I i � I I I I I I I 1 I 1 1 I I I I I I I I I I 1 I I . I I " i I I I N in co N LO c0 �I r cp in N ;-- O to N N L10coN Ln a0 I I I I I I I 11 I I I I I I I I I I I I I I I 1 p D O O O O p O I I I•I I I I i GI O d 0 00 c1 (7111 cd N N N hI ON1 N N h) 1 h1 h) h! ^l N 0 1 I I J 50'-0 0/0 STEEL 5o'--0 0/0 STEEL SHEETING @ LINE "1° SHEETING © LINE "6" LEFT ENDWALL RIGHT ENDWALL 1 NQIL THE UNDERSIGNED IS NOT THE ENGINEER OF RECORD FOR THE OVERALL PROJECT. pSN. I APR. APR. DATE" / r "'AIF" ENDWALL 1/2"I x 1" M.B. _ COLUMN (TYPICAL) DRAWING STATUS REVISIONS - FOR APPROVAL: NO. DATE DESCRIPTION BY CK'D 4 metallic b company THESE DRAWINGS, BEING FOR APPROVAL, ARE BY DEFINITION NO i p, 6/18/99 FOR PERMIT PH J o-._o-- �.. of FINAL, AND ARE FOR CONCEPTUAL REPRESENTA CION ONLY. THEIR 7301 FAIRVIEW • HOUSTON, TEXAS • P.O. BOX 4033$ -- -- PURPOSE IS TO CONFIRM PROPER INTERPRETATION OF THE PROJECT ZIP 77041 713 466-7788 LIP 77240 DOCUMENTS. ONLY DRAWINGS ISSUED "FOR CONSTRUCTION" CAN BE ENDWALL GIRT A CONSIDERED AS COMPLETE. DESCRIPTION ERECTION DRAWING i aFOR PERMIT: SIZE CS N 50'-0" x 100'-0" x 20'--0" E.H. © 1 - 12 R.S. THESE DRAWINGS, BEING FOR PERMIT, ARE BY DEFINITION NOT FINAL ALL BOLTS ARE 1/2"0 x 1" M.B. UNLESS NOTED w IN THAT, AS A MINIMUM, PIECE MARKINGS ARE NOT IDENTIFIED. ONLY CUSTOMER L-K EREECTORS COST. D. SEA INTERNATIONAL ENDWALL GIRT QONNECTION DETAIL DRAWINGS ISSUED " FOR CONSTRUCTION " CAN BE CONSIDERED AS _-__ CAD BY COMPLETE. LOCATION ATLANTIC BEACH, FL. PHO FLUSH GIRT CONDITION/WF COLUMN/WITH LONG CLIP FOR CONS iRUCTIQN, pRN. BY CK-'-D- BY PATE SCALE QUOTE NO. JOB NO.� SHEET N0. ISSUE FINAL DRAWINGS. NONE 118-A 0605-180568 E3 of 4 A 4, Rp � 0 -Th—, coJ S-F bJrs �� i 12 12 25'-1115 1'-0116 2S'-1116 1 -0116 `}" —016 4'-016 5'-0 0 i�6 5' 16 5`06 5' -06 5 -N6 4'-1112 4'_1112 } SYMM. UNL. NTD. 1 I I , 4'-7 - ~ 'PBR'MPANEL �___- 1 10'-8 I 'PBR PANEL I __ SKYLIGHT (26Ga.) 1 IQ'-8 _ (26Ga•) 31 —g - SKYL - SKYLIGH r 2 10 -��= Jr 1, 10 —9 _ I ------ 'PBR' PANEL '— -- - BR' PANEL -- 24 O _ , PB 24'—g - (26Ga.) (26GO.) - 31 _ - 'PBR' PANEL 31_ - ,PBR> PANEL (26Ga.) r __ (26ca.) 814 J �; "18 I f 841 18 I I C C I "18 (8) x 2 I8 (8) %"0 x 2 A325 BOLTS ' A325 BOLTS FLANGE BRACE w 12" E w/� ...�-- FLANGE BRACE '2" 12 � i 18 (8) 34"Y x 24" ONE SIDE ONLY / 00 18 (8) 34„0 x 24” ONE SIDE ONLY -o GIRT STRUTA325 BOLTS (TYPICAL) 'COA325 BOLTS (TYPICAL) (4) BOLTS W/ W/ E I © COLUMNS I 1..�..i I I , I , i I , i 1 I t 1 t I I I ili I I 1 I � = 1 it t < h- L I < Ld 1 i I t W T_O Q U Q U I J Ld +, i W i d _ I J �, p CO W i i U p CQ W il +I I 10`fl po , C5 T p CQ CA j I C � o C J Cri I I _. I i , I ilt I i i I I Pr) I I I ! I I , I I I � I 1 I L� I ilt I i i I I , li I COI ' ' (� I I i ilj ) 1 1 1 f FIN. FLOOR rr� FIN. FLOOR I 92I i 1 I I 8,} (2) 1 "0 A. BOLTS w/ " -` ' 81 (2) 1 "0 A. BOLTS w/ E. 4 2'-24 45'- 11z CLEAR 2' 24 45'-�71z CLEAR —__ .� 50'--0 0/0 STEEL 50'- 0 0/0 STEEL NOTE: THE UNDERSIGNED IS NOT THE ENGINEER OF RECORD FOR THE OVERALL PROJECT. osNIAPR. CROSS SECTION © LINES 3 & 4 € FRONT SIDEWALL ONLY CROSS SECTION © LINES 2 & 5 FRONT SIDEWALL APR.I DATE Q LINES 2, 3, 4 & 5 BACK SIDEWALL - v DRAWING S FATUS REVISIONS ; • • ❑ FOR APPROVAL: NO. DATE DESCRIPTION BY CWD metallic b company THESE DRAWINGS, BEING FOR APPROVAL, ARE BY DEFINITION NOT A 6/1899 FOR PERMIT PHO JC FINAL, AND ARE FOR CONCEPTUAL REPRESENTATION ONLY. THEIR 7301 FAIRVIEW • HOUSTON, TEXAS • P.D. BOX 4033$;, PURPOSE IS TO CONFIRM PROPER INTERPRETATION OF THE PROJECT ZIP 77041 (`/13) 466-7788 ZIP 77246; DOCUMENTS. ONLY DRAWINGS ISSUED "FOR CONSTRUCTION" CAN BE CONSIDERED AS COMPLETE. DESCRIPTION ERECTION DRAWING ' FOR PERtvtIT: » THESE DRAWINGS, BEING FOR PERMIT, ARE BY DEFINITION NOT FINAL 51ZE CSN 5Q -Q x 100 -0 x 20'-0" E.H. D 1 12 R.S. IN THAT, AS A MINIMUM, PIECE MARKINGS ARE NOT IDENTIFIED. ONLY CUSTOMER L--K EREEC TORS GUST. pSEA INTERNATIONAL DRAWINGS ISSUED " FOR CONSTRUCTION " CAN BE CONSIDERED AS COMPLETE_ LOCATION ATLANTIC BEACH, FL. CAD BY PMO FOR CONSTRUCTION: DIRK BY CK'D BY DATE SCALE QUOTE NQ. JOB NO. SHEET NO. ISSUE FINAL DRAWINGS. NONE 118--A 005--180568 F4 of 4 A 1 ) LU