EFTA02695771.pdf

EFTA02695771 EFTA_R1_02047181 "corm RESIDENCE TOR CEMERAL AWES LAUREL • RN40EILNIJSCrat A. GENERAL C MASONRY uNOI5TuRBED 0i5TUR5ED E ACA-SHRINK GROVE OR PREPACK AREA AREA PARCEL NO 0.1.4 1 ALL covsmernw SHALL CONFORM JO THE ROM IATERNAT/ONAL 1 02M'RITE BLOCK MASONRY UN/TS ASTM LAO. AREA CAROM PONT N//LO/AC COMB Hears MORE STRIATTAT RMUMEMENTS ARE STAMM F'sn - /900 PS/. MEDIUM Wel? MASONRY UNIT COLOR ▪ AVM-SHRINK GROOT OR PREPACK SHALL CONS/ST OP A PREMIXED 40TILlER PACRIC OVtit rsree wAvoom REWIRED IN THE PLANS AND SPECIFICATIONS LINO PACE Trareer AS ACTED ON ARCIIITECITIRAL DRAY/.ICS DESIGN STREAM/ fan a. 1600 MY IMN-METALLIC FORMULA *000EN Z THE CONTRACTOR SHALL VERIFY /N THE FIELD AU CCIAINTIONS. STACKS A5 RfuOiRf STIPOPASIAS 'RGO EISTATIONS AND oaawaaws BEFORE START/AC CORK THE t MASONRY UNIT SHALL HAVE BEER' CURED /OR AVE LESS THAN 25 • .NISI/.UM AMMILA RAIUMEMEITS am/raw AND STRIATIMAL EAWNESER SHALL BE AVTIFIE0 DAYS AND SHALL BE CLIMATIEED M SITE BEFORE PLACED he Tworozara ART asERERAAras ARE FOUND RV/LO/AC a AC SHRINKAGE AFTER PLACEMEAT A All EXPANSION ATTER SAT (ASTM C-997) CONTINUOUS e SET UP TIME MIT LESS THAN 46 IMAM/TES C-1611) !Agri+ CURB J. THE MMTRACTIM SHALL INFORM THE ZW/NEER FRITTIAT OF $ MVP/AVOUR INSPECTION a REWIRED. UNLESS Amp OTHERWISE. A ONE DAY COMPRESS/VA' STREWTH e. .3000 RSV (ASTM c-toz/ ANT DISCREPAACAS OR OMISSIONS AWED ON THE ORARTACS OR IN POR • fr AT AY DAYS a 6000 PSI THE SPECIFICATIONS OR OP ANY VARIATIONS NEEDED IN ORDER /V CONFORM TO MEWS RULES AND RECULAIMAS UPON RECEIPT or SLCH a PREPARATION AND FORM/AC Of WALL PRISMS ▪ LIMBER- III INFORMATION THE EACINEER RILL SENO WRITTEN IASTRUCTIONS E. S'AMPLIAC AND PLACIAO OF MASONRY UNITS CONSTRUCTION NOTES ALL WAWA= AND WORK SHALL BE PERFORMED IN A MANNER AS — c PLACEMENT OP REIN/ORCEMEAT / ALL LUMBER SHALL BE SOUTHERN YELLOW PINE CAME Al - DIRECTED BY THE EACINEER ANY SUCH OISCREPAACK OMISSION. OR at GROUT SPACE IMMEDIATELY PR/OR TV CLOSING Of CLEAAMTS AND I — I I— I EPISTIN PRESSURE TREATED UNLESS OTHERWISE sorra VARIATION AVT REPORTER. SHALL or THE RESMNSMILITY OF THE CWITIUCTOR PURIM ALL GROUTIAC OPERATIONS S ALL FRAMIAT' Hama SHALL BE SAS. LUMBER ocsav BASED OA' 3 111 " Apt V A ALL MORTAR AND GROUT SHALL NAVE A MINI/RIM 25 DAYS kW/N/6M NOS - /99/ - NATIONAL away STANDARDS 4 THE awrzter ROCUMENTS REPRESEAT THE P/NISH STRUCTURE COMPRESSIVE STREAM ARIAL TO MOO 1,57 AND IWO PSI. THAT so HOT MONATE MET1100 Or LOISTRUCTION RESPECTIVELY ADMIATIMES WHEN USED SHALL AT PER SITE DETAIL S PLYWOOD SNEER/AC - PRESSURE TREATED (US .157-411) WITH S T SHALL BE THE RISFONSABILLITY OF THE CONTRACTOR TO P4VV/DE TEMPORARY BRACES SHORES AND curs WHEREVER MANUEMIIIRERS RECOMMENDATION AND WITH APPROVAL OF THE BUNDIAC OFFICIAL EXTERIOR CUM AND APA RATED GRADE BARRIER A ALL NI/LINC SHALL or IA' ACCORDANCE arm or REVIMATA'TS NECESSARY ro SUPPORT AU LOADS 70 WHICH THE STRUC711RE MAY • PORTLAND CEMENT - ASTM CASE. TYPE /A LOW ALKALI UNLESS ACTED OTHERWISE ON THE DRAW/ACS USE COMMON WIRE BE SUBJECTED DUR/AV'ETINSITATAIN /ACRD/AC manor NAILS ,V.VIJAT OF Roar. FLOOR AIMSNEARWALL SHEATH/AC SHALL serawar AND ITS OPERATION THIS TEMPORARY SUPPORT SYSTEM 6 MORTAR MIX - T9 WITH I/4 PART LIME RIM TYPE S BE /.SPITTED AND APPROVED BY THE RU/ILIAC DEPARTMENT Bernal' SHALL HOLD ALL ELEMENTS AND MEMBERS IA' THEIR FIA'AL POSITION COVER/AC CAT/1 TOTALLY AND FINALLY CONNOTED M THE PERNAVEAT BRACIAC 7 CROUP MIX - WITH t PARTS PEA CRAYEL ELEMENTS S ROLES SHALL COMPLY WITH ASTM 1-907. BOLT HOLES AV W000 can REQUIREMENTS SHALL BE ///6 /Arm MAXIMUM OVERSIZE ALL BOLT HEAD AND ACTS 6 THE TYPICAL AWES AND ormas SHALL APPLY /N ALL CASES BEARIAT ON IMO SHALL HAVE STEEL WASHERS MUSS SPECIFIC DETAILS Craig ELSEWHERE WHERE AO RETAIL a a CROUP MIX SHALL BE IN ACCORDAACE MAW US' STANDARDS SHORN 07ASTRUCTION SHALL or AS MR SIMILAR CORK S. AV war or SPLIT IN MEMBER SHALL rarro THE WIDTH or 9 CROW' AU CELLS. UNLESS OTHERWISE ACTED THE MINOR FACE 7. REWIRED MSPICTIONS BY PERLIN ISLANDS DEPARTMENT OF PLINNIAT AND NAIT/RAL RESOURYS (BU/LO/AC DEPARTMENT/ /0 LSE BOND BEAM UNITS AT AVRIZONTAL 7 ETAVNECAIR DISLGNAIYO.VS REFER 10 SEROAV-TIE CONAITIORS BY SIMPSON COMPANY ALL CONNECTORS 772 BE Tamara ACCORDIAC a MUNOATIOAS /I LOCATE REBATES ABOUT CENTERLINE OP MASONRY WALL UNLESS ALIAWAtTLRER'S MCSERIATIONS 6 MACREIS DETAILED OTHERWISE r. MASONRY B AAT MOLE THROWN STA/4771Ra MEMBERS FOR PIPES OR CONDUIT d STRUCTURAL STEEL It ALL WALLS SHALL BE 02ASTRUETED US/AC 1ft REMAYAT' RIND SHALL BE VERIFIED WITH THE STRUCTURAL EAC/NE£R BETWEEN MASONRY. UNLESS OTHERWISE METED B CONCRETE R. NAIL ALL ZX ROUBLE JOIST WITH Rd NAILS AT s MCl/ ON IS ALL WOOD PLATES TO BE BOLTED TO THE TOP OF MASONRY WALLS CENTER STAGGERED / COMWETE WORK SHALL BE LV ACTORDAACT ern AMERICAN SHALL Br S47 ON A MORTAR BED TO PROVIDE' UN/FORM BEAR/AC MACRATIT 1351717/TE (AC// - EVIROMT OWE REQUIREMENTS FOR 10 PROVIDE DOUBLE JOIST UNDER ALL PARALLEL PARTITIONS REINFORCED Tonere ma al/B- LATEST REVS/ON/ • REMPIATAC STEEL FOR CONCRETE AND MASONRY /I MR SIZE AND LOCATION Or ROOP. FLOOR AND WALL °AWACS • COACRATE SHALL HAVE A IMVPIUM COMPRESSIVE STREWTH SEE AICIIITE177/RAL MECHANICAL AMR ELECTRICAL DRAW/ACS FRAME AFTER A9 OAFS EQUAL TO OR GREATER THAN 5000 PSI • REINFISETYM LIARS ASTM 461S, CRADE SO ALL RE/NMATVAr ALL FOUR SINS OF OPEN/.WWITH ADEQUATE MEMBERS AND STEEL THAT /S TO BE *TWEE SHALL CONFORM AO ASTM AMC CONNECTGILS ▪ CONT/ATIWS INSPECTION RMUIREO FOR ALL CONCRETE UNLESS OTHERWISE ACTED ON PLANS /ASPECT/OA' BY 50710/AC INSPECTOR REWIRED FOR PLACEMENT OF IS PROVIDE DOUBLE SIVAS UNDER ALL REAM TADS UNLESS AWED REINFORCIAT STEEL PR/OR TO PLAC/AC COACRETE covravoos WELDED EMI FABRIC ASIR MSS OTHERWISE AND CARRY SIVAS mos M FOUNIZAT/0,6 IASPECTIOA' /S ACT REQUIRED PURIM PLACIAT MACRAT£ OF THE REINFORCIAT WELD/AC ELECTRODES` AWS DIA CLASS E90. LOW HYDROGEN II2Vd0.6 C STRIX7T/RAL STEED ILL OfSCFOPTeCti `DATE 4 ALL COACRETE SHALL BE AVRMAL waver Hos Ter/ DELISS A SPLICE LINGEHS. UNLESS ASTAPLED OTHERWISE AWED AS liCHTMEICHT COMMITS • ALL CORK IN CONFORMANCE WITH THE MACAU OF STEEL a LOWRATE SEE SCHEDULE ON PRIMIAC. AMSTRIATION 9TH EDIT/ON BY THE AMERICAN INSTITUTE OF STEEL • TIMECARD CEMENT ASTM (ISO. OR TYPE /I LOW ALKALI O MASONRY SEE SCHEDULE ON DRAW/AM MATTNCTIOA' (ASE/ e WELDED 9/RE FABRIC SHALL BE SPLICED WITH A altatill LAP OP 6 COACRETE AGCSTATE SHALL MA'AM, TO ASTM C.9$ PITH THE /2 /MIMS. ▪ MATERIAL. ALL STEEL MEMBERS Ill BE ASTM MSC MINIMUM YIELD FOLLOW/AC NOMINAL LIMITATIONS STRESS OP M AS/ UNLESS OTHERWISE ACTED • MIN/MOM ELEARAACE BETWEEN REINFOICCIAT' AND FACE OE • MOT/KS AND SLABS OW CRADE /0 1-1/1 11tH MAX/MIN l'elACRETE SHALL BE AS FOLLOWS (UNLESS SHORN OTHERWISE/ S CONNECT/OAS BOLTS TO BE ASTM AJ£S SC CLASS "AS BOLTS UNLESS 6. WALLS ARO STRUT/RAE SIRES .9/1 /NW MAXIIRIN OTHERWISE Aron ALL PROVISMAS Or THE AMERICAN' IIELDIAC 7. COACRETE :TREAT/71 MIX DES/L'A' SHALL BE POCUMENTED BY ATE a CONCRETE BELOW CRAM (CAST ACA/HST SOIL) a S' SOCIETY SERIATURAL MELD/.W CODE - STEEL (ADS NI) APPLY IV PAUL • COACRETE BELOW CRAW (FORMED) • 1- WORK LSE 270XX EULTRODES FOR I£LD/AC OR EXISEIAT TEST REMIT FORKS APPROVED LICENSED TEST/AC LABORATORIES PRIOR TO BATCH/NC e • MACRE!? MALLS EXPOSED TO WEATHER a I-1/1- MACRATE WALLS /NTERIOR WALLS a 1/0- A MATRALTOR la SUBMIT SHOP PROTIMS TO EATINEER FOR FERREFtAS, PE • MACRE!? SLAB ISTRIATEMA4) A $/r - REV/LT ARO LIMITED ACCEPTAME PRIOR TO ANY FABRICATION OR O EXPOSED commas MACAW AND FINISH SHALL BE AS ACTED ON f COACRETE BEARS AND COLUMNS I-1/2" ERECTION Sliah 11,1tAL EM.INLILN AECATTECTLIRAL IMAM/MS SEE AACHITECTIMAL RRIMIACS FOR DETAIL? 6. SPLICES /N COLUMNS AND SEAMS SMALL OCCUR ONLY WHERE S ALL BASE PLATES TO NAVE A MINIAWM Or /-//11 IACII Or OEM= SPAM. IN 02NTIAVOLLS CRAP? BEAMS SHALL oars AT 1/1 r o a,. COOI 22 MN-SHAME' CROUT COMPLETELY INSTALLS!) 51.Titnao. UW10000I 9 PRO/ITT/AC CORNERS or BEANS. COLUMNS. NT SHALL or SPAN CONTACT SERUM/La ENGINEER /f CLARIFICATION /S NEEDED FORMED WITH 5/4 MEW CHAMFER UNLESS OTHERWISE DATA/LED "Iwo 040) 714.5435 ▪ 40M/RUMS INSPIXTION REQUIRED MR ALL STEEL WORK Ia 040 7174719 INSPECTION BY BLILAIM INSPECTOR RIQUMELI FOR PLACEMEAT Or AO FORMS FOR COMPETE SHALL BE LAID OCT AND MASTMATE9 /0 7 SPLICES /N EVRIZONTAL WALL RERVII9/rEMENT SHALL BE STEEL ANTI ApPO.OPP4P0 PROVIDE THE SPECIFIED CAMBERS SEVIN ON THE DRAW/IFS STALCERED AVIIMUM FROM SPLICE CENTERLINE /HERE WALLS HAVE TWO LAYERS OF RAM/CRC/AC SPLICES SHALL AVE caw IN H Bar 460 M Metal Deck ourren UM= No 059450 • SHORIAC OF STMC7TIRAL SLABS: THE SAME LOCATION • (/SE STANDARD SPEC/FICATIO.vs FOR OPEN WEB STEEL JOISTS K-SERIES ABOPTED or THE STEEL JOIST INSTITUTE - CIIRREAT EDITION 11LW Mt( UCt115f GE 32049 a ALL STORM AND RESHORIA0 SHALL BE DONE LV ALTORDAMT WITH AC/ STANDARD ROLOMMENOM PRACTICE FOR MACRAME S. ALL REMPOACIAC SHALL BE ACCURATELY PLACED AND ADEQUATELY FLORIDA mem No 54406 MRATIORK MC/ - $0?) SUPPORTED AMR! COACRETE TS PLACED AND SHALL or SECURED 2 STEEL JOISTS TO BE PAINTED PER FEDERAL SPECIFICATION IT-P-6$6 b. ONE MMORED PERCENT SHORIAT AND FORKS SMALL REMAIN IN AGAINST DISPLACEMENT 17THIN PERMITTED TIMASYLIACE: CLEARAMT (RED OXIDE) VIPON tuu06 Dattp5t No 461E PLACE FOR /I DAYS MIN/.UM SHORIAT MAY BE mourn 70 60 POR IttLIAR SHALL BE SIRNIN IN DETAIL OR CALLED IN AVM. PERCENT AFTER IA DOES PROVIDED COMMITS STREWTH [{VIALS AT MLERAIME SHALL BE AS PER AC/ 969 S STEEL DICK SHALL BE ALAWFACTURAO BY UNITED STEEL DOCK /AC LEAST 76 POTENT Of 'MGM SERIATIM OR APPROVED ANAL MYTH STEEL CONFORM/AC TD ASTM ARII USE e. ILTSIAMET SHALL ACT or arAvero IF MACRAME' STREWTH DOES MMIZONTAL BRIXIAC WITH A MAV/MUN OP Two ROES EACH SPAN WITH ACT MEET SPEC/TIED STREAM AT 2.9 0.41S 9. PROVIDE SLAMS FOR PM/M INC AND ELECTRICAL OPENINGS IN L if X / if X if. Li NEWLY PLACED SUBS' SHALL MT B£ taro M SUPPORT SLAB THE comfit's MEMBERS BEMIS PLACYAT MACRETE X NOT KT ANT ABOVE LAM THE LOWER SLAB HAS CT/RED FOR 6 DAIS MINIM/N RETIMMACMC WHICH MAY CWIFERT CORIAC MACRATE /5 NOT 4 ATTACH STEEL DECK /0 BAR JOISTS WITH if' MIME WELDS. SHORIAT M SUPPORT UPPER LAPEL SLAB HAT BE PLACER WITHIN PERATTETP Earn WHEW SI/CW/0N DRAM/ACS OR APPROVED BY FASTEN SIDE LARS WITH a SCRAMS AT 4C. THE $ DAY AVRIAV PERIOD THE STRUCTEMUL EACINEER AU. 10.1010,1A0CNCONTAIPCD HEWN 15 TIC PROPERTY Cf PAWL ROOMS nit (ran CCAS. MICR" NO MAAS AS Oa% ON Mr uoa.aT5 WENS MAIM . DevELOPtO Am) MUNRO POR vm tW nu 'mane rratcr Ana SHALL NOT VC KNOW POP ANY EuRfOte IOW Cellf55 WRITTEN CONSENT or nu MAMAS. The own Ova Et remain; TO REIM COMM 1Ve TITMICE menet ow. -Jaw Now 14th. 2011 G220P 10 An Nato..