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Home My WebLink About0801-0392 SITE PLANi 8.0' SETBACK REQ, T TH SE PLANS AND ALL PR POSED WORKSIDESND SUBJECT TO ANY ORRECTIONSCD R QUIRED BY FIELD INS ECTORS THATx MAY BE NECESSARY I ORDER TO COMPLY WITH ALL APPLICABLE CODES. opy Pil 10.0' 15o 4 LF COLUMN SPALL is vf� r- C] S? LUCIE COUNTY o BUILDING DIVISION - REVIEWED FOR MP REVIEWED BY G DATE PLANS AND PfERMfT MUST BE KEPT ON jQ OR NO INSPECTION WILL BE MADE UNIT 101 CONCRETE DECK DY ANGISTE ERKINS ' DATE gd R04 REPROTESSON0. ENgNEEA NO. 61JJ1 CIVIL - STRUCTURAL - MARINE :: Via; ENGINEERS, LLC IRE ENGINEER HEREBY EXPRESSLY RESERVES HIS/HER COTTON LAW COPYRIGHT AND ODOR PROPERTY RGHTS. THESE PLANS AND DRAWINGS ARE NOT TO BE REPR000CEDI LUNGED, COPIED, OR ASSIGNED TO ANY THIRD PARTY N W FORT OR LLAWIER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN PERMISSION AND CONSENT OF CSM ENGINEERS, UC, THIS DOCIMNT, THE IDEAS AND DESONS INCORPORATED HEREIN, AS AN DISTWNENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF CSM ENGINEERS, LLC AND IS NOT TO BE USED. IN WHOLE OR IN PART FOR ANY OTHER PROJECT WNHOUT THE WRITTEN AOTHORI7ATON OF CSN ENGINEERS, LLG CSN ENGINEERS, LLC COPYROHT D2007 CSM ENGINEERS, LLC IS SW MONTEREY RD STUART, FLORIOA 34994 PH: (772) 22D-46D1 - 1: (772) 220-4603 WWW. CSMENGINE ERS.COM CERTIFICATE OF AUTHORIZATION: 00026263 J X 5 DESIGNED BY: G KRYSEYN CRAW- 8Y: G NRYSIYNW( CHECKED BY: CONCRETE RESTOR#OFLOT DATE: 01—Feb-1008 X:\UNIT 101 SCALE 1" = S' PROJECT 1: 07-105 All OIM DINS SHALL BE VERPED IN THE FIELD Bf THE CONTRACTOR. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF ALL DIMENSIONS. All SCALES INDICATED PERIM TO 8SXI I' PLOTS PROJECT. MIRAMAR CONDOMINIUM CONCRETE RESTORATION 10000 S. OCEAN DRIVE JENSEN BEACH, FL. 772-229-1330 SHEEt NAME uNlr 101 SIIEET ►: S-1.0 10 STRUCTURAI sTFFI A ALUMINUM NOTES, 1. ALL STRUCTURAL SIANDLL L WORK SHALL BE DON IN ACCORDANCE WITH T UC L E E E 1 HE SPECIFICATIONS DETAILING PRACTICES OUTLINED IN THE RISC 'MANUAL OF STEEL CONSTRUCTION', LATEST EDITION. STRUCTURAL STEEL TO BE DOMESTIC ORIGIN AND CONFORM T0: ANGLES AND PLATES ASTM A-36 PIPES ASTM A-53. GRADE B TUBES ASTM A-500, GRADE B 2. ALL CONNECTIONS SHALL BE ADEQUATE FOR THE BEAM REACTIONS INDICA- TED ON IKE PLANS. WHERE BEAM REACTIONS ARE NOT INDICATED, CONNECTIONS SMALL BE ADEGUATE TO SUPPORT THE MAXIMUM UNIFORM LOAD CAPACITY OF THE BEAM FOR THE SHAPE, SPAN, AND STEEL SPECIFIED. 3. ALL BOLTED CONNECTIONS SHALL BE MADE WITH ASTM A-325 BOLTS UNLESS OTHERWISE NOTED ON THE PLANS, ACCORDING TO THE AISC 'SPECIFICATIONS FOR STRUCTURAL JOINTS USING ASTM A-325 OR A-490 BOLTS'. MINIMUM BOLT DIAMETER SHALL BE 3/4'. 4. ALL WELDING SHALL BE DONE IN ACCORDANCE WITH THE AISC SPECIFIC- TIONS REFERRED TD IN ITEM KI ABOVE. 5. PROVIDE SIGNED AND SEALED SHOP DRAWINGS FOR ENGINEER OF RECORD'S APPROVAL PRIOR TO FABRICATION. CAeT-IN-PLACE CONCRETE, 1. WORK SHALL CONFORM TO AMERICAN CONCRETE INSTITUTE, AC( 301-05. 'SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS', AND ACI 318-05, 'BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE'. 2. THE MIX DESIGN SMALL MEET THE FOLLOWING MINIMUM REQUIREMENTS: COMPRESSIVE STRENGTH . 4000 PSI SLUMP+ 4 - I AIR CONTENT: 4 •/- If. WATER/CEMENT RATIO: 0.55 CEMENT FACTGR : 575 LB./CU. YARD MAX. COARSE AGGREGATE : 3/6' TO 3/4' NO WATER SHALL BE ADDED TO THE MIX AFTER INITIAL BATCHING, UNLESS THE SLUMP OF THE CONCRETE WHEN DELIVERED IS LESS THAT SPECIFIED. IN SUCH CIRCUMSTANCES, WATER HAY BE ADDED ONLY VITH THE APPROVE - AL OF THE CONSULTANT AND ONLY TO THE EXTENT REQUIRED TG REACH SPECIFIED SLUMP LIMITS. WATER SHALL BE INTRODUCED UNDER PRESSURE AND THE DRUM SMALL BE TURNED AT MIXING SPEED AN ADDITIONAL 30 REVOLUTIONS MINIMUM TO INSURE UNIFORMITY OF MIX. 3. NO CONCRETE SHALL BE PLACED UNTIL ALL REINFORCING STEEL FOR THE POUR IS IN ITS PROPER LOCATION AND THE OWNER'S REPRESENTATIVE'S PERMISSION HAS BEEN GIVEN FOR THE POUR. REINFORCING MESH SHALL BE GAL WELDED WIRE FABRIC AS SPECIFIED ON THE DRAWINGS . EXERCISE CARE IN PLACING CONCRETE OVER VATERPROGF MEMBRANES TO AVOID DAMAGING THE MEMBRANE. REPORT DAMAGE IMMEDIATELY, AND DO NOT PROCEED UNTIL THE DAMAGE IS REPAIRED. PRACTICE FOR MEASURING, MIXING AND TRANSPORTING AND PLACING CONCRETE'. PLACE CONCRETE AS CONTINUOUSLY AS POSSIBLE UNTIL POURS COMPLETE SO THAT NO CONCRETE IS PLACED AGAINST CONCRETE THAT HAS ATTAINED ITS INITIAL SET, EXCEPT AT AUTHORIZED JOINTS, 5. PLACE CONCRETE AS NEAR AS POSSIBLE TO ITS FINAL POSITION. PREVENT SEGREGATION. USE CHUTES OR TREMIES AS NECESSARY. THE MAXIMUM FREE DROP SHALL BE 5-FEET. COMPACT DURING PLACING WITH INTERNAL VIBRATORS (800 VPM MINIMUM). WORK AROUND REINFORCEMENT, EMBEDDED FIXTURES, AND INTO FORM CORNERS. DO NOT OVER -VIBRATE, AND DO NOT USE VIBRATORS TO TRANSPORT CONCRETE WITHIN THE FORMS. 6. POLYETHYLENE FILM FOR CURING SHALL CONFORM TO ASTM C171-69. 7. CONCRETE CURING: FRESHLY DEPOSITED CONCRETE SHALL BE PROTECTED FROM PREMATURE DRYING AND EXCESSIVELY HOT TEMPERA- TURES, AND SHALL BE MAINTAINED WITH A MINIMAL MOISTURE LOSS AT RELATIVELY CONSTANT TEMPERATURE ABOVE 70 DEGREES F. FOR THE FIRST THREE DAYS AND ABOVE 55 DEGREES F. FOR AT LEAST THE NEXT 4 DAYS. UNFORMED SURFACES MAY BE CURED USING A SILICATE BASE, CURING COMPOUND OR BY COVERING WITH WATERPROOF PAPER OR POLYETHY- LENE FILM. APPLY POLYETHYLENE FILM AS SOON AS FINISHING OPERATIONS ARE COMPLETE AND THE CONCRETE IS SUFFICIENTLY HARD TO BE UNDAMAGED BY THE COVERING. SPRINKLE CONCRETE AS NECESSARY DURING APPLICATION OF COVERING. LAP EDGES AND ENDS AT LEAST 4-INCHES, AND SEAL LAPS. WEIGHT DOWN COVERING TO PREVENT DISPLACEMENT. PATCH HOLES AND TEARS THAT OCCUR DURING THE CURING PERIOD. APPLY CURING COMPOUNDS STRICTLY ACCORDING TO THE MANUFACTURER'S INSTRUCTIONS USING LOV PRESSURE SPRAY EQUIPMENT. APPLY CURING COMPOUND AS SOON AS FINISHING OPERATIONS ARE COMPLETE AND FREE WATER ON SURFACE HAS DISAPPEARED, AND NO WATER SHEEN CAN BE SEEN APPLY 2 COATS AT RIGHT ANGLES TO EACH OTHER WHERE NECES- SARY TO ACHIEVE PROPER COVERAGE. 1. ALL CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH V T FLORIDA HE BUILDING CODE. LATEST EDITION, UNLESS OTHERWISE NOTED. 2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS ON SITE BEFORE CONSTRUCTION IS BEGUN ALL OBSERVED DISCREPANCIES SHALL BE REPORTED IMMEDIATELY TO THE ENGINEER. 3. DESIGN LOADS, ROOF LIVE LOAD = 30 PSF FLOOR LIVE LOAD - 100 PSF 4. CONCRETE: ALL REINFORCED CONCRETE WORK SHALL BE DONE IN ACCORDANCE WITH ACI 318-05' 'BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE'. AND ACE 301-05. 'SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS', ALL CONCRETE REPAIR WORK SHALL BE IN ACCORDANCE WITH ACT 'CONCRETE REPAIR MANUAL' SECOND EDITION. ALL STRENGTHS NOTED BELOW ARE 28-DAY STRENGTHS: POURED -IN -PLACE STRUCTURAL CONCRETE: 4000 PSI EXTERIOR CONCRETE SHALL HAVE 47. MINIMUM ENTRAINED AIR. 5. REINFORCING STEEL SHALL BE ASTH A615. GRADE 60. 6. STRUCTURAL STEEL SHALL BE ASTM A-36, UNLESS NOTED OTHERWISE. COMPRESSION SPLICES. 30 DIAMETERS TENSION SPLICES: 40 DIA. FOR 43, 04. U 15 7. CONTACT LAP SPLICES FOR VERTICAL REINFORCING, UNLESS NOTED OTHERWISE: 30' FOR 16 45- FOR /7 8. ALL CONNECTIONS EXPOSED TO WEATHER, OF STEEL TO STEEL AND STEEL TO MASONRY, MUST BE STAINLESS STEEL BOLTS. 9. ALL INSPECTION RECORDINGS ARE BASED ON VISUAL INSPECTION ONLY. DEFECTS AND ESTIMATES SHALL BE VERIFIED UPON CONSTRUCTION OF SCAFFOLDING SOUNDING TESTS PERFORMED. 10, CONTRACTOR SHALL ONLY EXCAVATE AREAS PREVIOUSLY MARKED OR DELINEATED BY THE ENGINEER ANY REPAIR BEYOND THESE DELINEATIONS SMALL HAVE OBTAINED PRIOR APPROVAL FROM THE PROJECT MANAGER. WELDING I. ALL VELOING TO BE IN ACCORDANCE WITH THE AMERICAN WELDING SOCIETY (AVS) 'STRUCTURAL WELDING CODE STEEL' DL1-2001 AND AS INDICATED ON THE STRUCTURAL DRAWINGS. WELDING ELECTRODES , WELDING PROCESS , MIN. PRE -HEAT AND INTERPASS TEMP. TO BE IN ACCORDANCE WITH 'AVS' SPECS. ANY STEEL DAMAGED IN WELDING TO BE REPLACED OR ACCEPTABLE REINFORCED ALL WORK SHALL BE IN ACCORDANCE WITH ALL LOCAL AND NATINAL BUILDING CODES AND GOVERNING REGULATIONS. 2. CONTRACTOR TO VERIFY ALL DIM BEFORE PROCEEDING WITH THE WORK , AND REPORT ANY DISCREPANCIES TO ENG. FOR APPROPRIATE ACTION. 3. WORKERS PERFORMING WELDING OPERATIONS IN THE FIELD SHALL HAVE A CURRANT CERTIFIED WELDERS CARD. TYPICAL SPALLED CONCRETE REPAIR 1. THE CONTRACTOR SHALL LOCATE ALL SPALLS BY SOUNDING THE CONCRETE SURFACES. USING A HAMMER. UPON LOCATION OF THE LOOSE CONCRETE A DISTINCT HOLLOW SOUND WILL BE HEARD, THESE AREAS SHALL BE HARKED WITH CHALK OR PAINT. 2. DELAHINATED. SPALLED, AND UNSOUND CONCRETE AREAS SHALL HAVE THEIR MARKED BOUNCAR EES SAW -CUT TO A MINIMUM OF DEPTH OF 1' INTO THE CONCRETE SURFACE. ALL EDGES SHALL BE STRAIGHT AND PATCHED AREAS ARE TO BE AS SQUARE AND RECTANGULAR AS POSSIBLE. 3. CONCRETE SHALL BE REMOVED USING A 15" CHIPPING HAMMER. 4. WHERE REINFORCEMENT IS EXPOSED BY CONCRETE REMOVAL. EXTRA CAUTION SHALL BE EXERCISED TO AVOID DAMAGING DURING REMOVAL OF ADDITIONAL UNSOUND CONCRETE 5. IF RUST IS PRESENT ON REINFORCEMENT, ADDITIONAL CONCRETE SHALL BE REMOVED UNTIL CLEAN, SOUND REINFORCEMENT AND CONCRETE IS FOUND AMC COVERED WITH 'SIKA ARMATEC 110 EpoCen. 6. UPON REMOVAL OF ALL DAMAGED CONCRETE, AND PRIOR TO STARTING REPAIR, A REVIEW BY THE ENGINEER OF RECORD SMALL BE CONDUCTED. 7. ALL EXPOSED CONCRETE AND STEEL SHALL BE SAND -BLASTED CLEAN. A THIN COAT OF PENETRATING EPDXY SEALER SHALL BE APPLIED OVER THE BARE METAL REINFORCEMENT IMMEDIATELY AFTER SAND -BLASTING. 8. THE CUT AREA OF THE CONCRETE SHALL BE CLEAN AND DRY PRIOR TO COMMENCEMENT OF PATCHING, 9. REPAIR FOR SPALLS LESS THAN 1 1/2' IN DEPTH, A) THE CONCRETE SURFACE AREA SMALL BE COATED WITH BONDING OR SIMILAR APPROVED AGENT AND ALLOWED TO COMPLETELY DRY. B) THE SPALLED AREA SHALL THEN BE FILLED WITH 'SIKATOP 123 PLUS' AND FINISHED FLUSH WITH THE EXISTING CONCRETE SURFACE. 10. REPAIR FOR SPALLS GREATER THAN 1 1/2' IN DEPM A) THE FINISH CONCRETE SURFACE AREA SMALL BE SCRATCH COATED V/ 'SIKACRETE 2 B) APPLY ANOTHER LAYER OF EPDXY GROUT DIRECTLY OVER'THE NEW SURFACE AND FLUSH V/EXIST. SURFACE. TYPICAL CRACK REPAIR 1. THE EXISTING CRACKS SHALL BE THOROUGHLY CLEANED AND ALL LOOSE MATERIAL REMOVED. THE CRACK SHALL THEN BE BLOWN CLEAN WITH COMPRESSED AIR AND VACUUMED TO REMOVE ALL BUST. ---2:--DRICL 3/8 DIA. HOLES AT 8' O.C. INTO THE CENTER OF THE CRACK ALONG THE ENTIRE LENGTH OF THE CRACK. 3. INSTALL INJECTION NIPPLES INTO ALL HOLES 4. SEAL THE ENTIRE LENGTH OF THE CRACK USING 'SIKA HI -MOD GEL% OR AS APPROVED. S. 'SIKADUR 35 HI -MOD LV' SHALL BE INJECTED UNDER PRESSURE NOT TO EXCEED 35 PSI INTO ALL INJECTION NIPPLES STARTING AT THE LOWEST PORT AND PROGRESSING INCREMENTALLY HIGHER THE APPEARANCE OF RESIN AT THE NEXT HIGH PORT SMALL BE CONSIDERED EVIDENCE OF SUCCESSFUL CRACK FILLING. 6. UPON COMPLETION OF INJECTION, AND AFTER CURING OF THE INJECTION RESIN. THE SEALER AND NIPPLES SHALL BE GROUND FLUSH WITH THE SURROUNDING CONCRETE SURFACE. SHOP DRAWING', 1. ND SHOP DRAWINGS SHALL BE SUBMITTED FOR ENGINEER REVIEW UNTIL AFTER THEY HAVE BEEN THOROUGHLY REVIEWED BY THE CONTRACTOR FOR CONSTRUCTION METHODS, DIM. AND OTHER TRADE REQUIREMENTS, AND STAMPED WITH THE CONTRACTOR'S APPROVAL STAMP. ASSUMES NO RESPONSIBILITY FOR DIM., QUANTITIES. LF UAP% ERRORS OR OMISSIONS AS A RESULT OF REVIEWING ANY SHOP DRAWINGS. t ERRORS OR REVIEW OF DRAWINGS BY THE ENGINEER AND EVEN THOUGH V IS DONE IN ACCORDANCE WITH SUCH DRAWINGS. 2. CONTRACTOR SHALL SUBMIT ONLY ONE SET OF SEPIAS AND THREE SETS OF BLUE PRINTS OF THE STRUCTURAL SHOP DRAWINGS FOR ENGINEER'S REVIEW, BEFORE STARTING FABRICATION. vg f.__..__......._... PERKINS DATE kFIEGIStERED I IN PROFESSIONAL ENGINEER IX1. 6Z77Z CIVIL - STRUCTURAL - MARINE z: H ENGINEERS, LLC THE ENGINEER HEREBY EVRESSLY RESERVES HIS/HER COMMON IN COPYRIGHT AND OTHER PROPERTY RIGHTS THESE PLANS ANDDRAWINGS ARE NOT TO BE REPRODUCED, CHANGED. COPIED, OR ASSIGNED TO ANY TMRD PARTY IN ANY FORA OR MANNER WHATSOEVER WITHOUT FIRST CBTNKNG DIE EXPRESS WRITTEN PERMISSION AND CONSENT OF ISM ENGINEERS, U.C. THIS DOCUMENT, THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN NSTROUENT OF PROFESSIONAL SERNCE IS NNE PROPERTY OF CSM ENQNEERS, LLC AND IS NOT TO BE USED, IN WHOLE OR IN PART FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHOMZADON OF CSM ENGINEERS, LLC. CSM ENGINEERS. LLC COPYRIGHT 01D07 CSM ENGINEER5Y LLC 1 B3 SW MO N TEREY RD STUART, FLORIDA 34994 PH: (772) 220.4601 FX: 17721 220-4603 W W W.CSMEN DINEERS,COM CERTIFICATE OFAUTHORIZATIDN: 00026263 I Z 3 4 5 DESIGNED BY: G XRYSITNNK DRAWN BY: G KRYSTYNUK CREOIED BY: R ANDERSON PLOT DATE: 04-Fe6-7008 NIT 10, SCALE: AS SHOWN PROJECT f: 07-205 AIL DOENSIONS SHALL BE VERIHED IN PINE REND BY THE CONTRACTOR ME CONTRACTOR IS RESPONSIBLE FOR ME COOROMAE OM Of ALL DRIENSONS. ALL SCALES INDICATED PERTAIN 10 8.5XIt* PLOTS PROJECT: MIRAMAR CONDOMINIUM CONCRETE RESTORATION 10000 S. OCEAN DRIVE JENSEN BEACH, FL 772-229-1330 SHEEP NAME: RESTORATION NOTES SHEEP 1: S-2.0 �MIN[MUM THICKNESS 1' SCRATCH COATED FILL V/ 'SIKA TOP 123' WITH NO SAND V IRE MESH TIPTOE PINS B 6' CIE. EACH WAY (IF THE DEPTH OF SPALL REPAIR MORE THAN 1 1/2' DP). EXISTING CONCRETE REPAIR METHOD 2 ./� EXISTING CONCRETE TIPTOE PINS B 6' O.C. EACH VAR (IF THE DEPTH OF SPALL REPAIR MORE THAN 1 1/2' DP). OVERHEAD WIRE MESH SCRATCH COATED FILL W/'SIKA TOP 123' WITH NO SAND INIMUM THICKN. V SCRATCH COATED . MINIMUM THICKNESS 1' '\ \ \. VERTICAL HORIZONTAL ANO UNDERSIDE REPAIR METHOD I REPAIR METHOD 3 TYP. SPALLED CONCRETE REPAIR NTS CHIP OFF LOOSE CONCRETE MECHANICALLY WIRE BRUSH EXPOSED REBAR FREE OF RUST AND DUST APPLY SKA ARMATEC I10 EpoC— EPDXY OVER CLEAN REBAR. APPLY THORO 60 BONDING AGENT TO CONCRETE SURFACE AND TILL WITH 'THORITE* AND FINISH WITH THE EXISTING CONC. SURFACE. EKISTING COI COLUMN 'THORITE' SECTION VIEW ELEVATION VIEW EXIST. CONC. COLUMN REPAIR SCALE: N.T.S. DY A PERKINS DATE FLORIDA REINS ED PROFESSIQNAI. ENGINEER,' ' ' NO. 62332 CIVIL - STRUCTURAL - MARINE [�E :z E ENGINEERS, LLC THE ENGINEER HEREBY EXPRESSLY RESGNES HISMER COMMON UW COPYRIGHT AND OTHER PROPERTY RIGHTS. THESE PUNS AND ORAWA'GS ARE NOT TO BE REPRODUCED. CHANGED, COPIED, OR ASSIGNED TO ANY THIRD PARTY IN ANY FORM OR MWNFR WHATSOEVER WITHOUT FIRST OBIAN'ING THE EXPRESS ""TEN PERMISSON AND CONSENT OF CSM ENGNEERS, LLC. INS DOCUMENT, THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN PISIRWENT OF PROFESSIONAL SINCE, IS THE PROPERTY OF CSI ENGINEERS, LLC AND IS NOT TO BE USED, IN WHOLE OR IN PART FOR ANY OTHER PROJECT WTHOUT THE %RITEN AUTNORIATION OF CSY ENGNEERS. LLC. CAI ENGINEERS, LLC COPYRIGHT 01007 CSM ENGINEERS, LLC 183 SW MONTEREY RD _ STUART, FLORIDA 34994 PH: 17721 220-46D i F%: 17721 220-4603 W W W.CSMENSINEERS.COM CERTIFICATE OF AUTHORIZATION: 00026263 4 5 DESGNED DO G KRYSTYNWK DRAWN BY: G KRYS7YN9AK CHECKED BF: R ANDERSON PLOT DATE: 04-Fee-2008 X.\TWIT 101 SCALE: AS SHOWN PROJECT I: All DNENSONS SLNL BE VERIFIED IN THE rRO BY THE CONTRACTOR ME CONTRACTOR IS RESPONSIBLE FOR THE COOROMATION OF ALL DUENSIONS. ALL SCALES INDCATED PERTAIN TO 8.5YII' ROTS PROJECT: MIRAMAR CONDOMINIUM CONCRETE RESTORATION 07-205 10000 S. OCEAN DRIVE JENSEN BEACH ,FL 772-229-1330 sxEEr NNrt REPAIR DETAILS SHEET 1: S-3.0