EFTA02695771

CEMERAL AWES A. GENERAL 1 ALL covsmernw SHALL CONFORM JO THE ROM IATERNAT/ONAL N//LO/AC COMB Hears MORE STRIATTAT RMUMEMENTS ARE REWIRED IN THE PLANS AND SPECIFICATIONS Z THE CONTRACTOR SHALL VERIFY /N THE FIELD AU CCIAINTIONS. EISTATIONS AND oaawaaws BEFORE START/AC CORK THE am/raw AND STRIATIMAL EAWNESER SHALL BE AVTIFIE0 Tworozara ART asERERAAras ARE FOUND J. THE MMTRACTIM SHALL INFORM THE ZW/NEER FRITTIAT OF ANT DISCREPAACAS OR OMISSIONS AWED ON THE ORARTACS OR IN THE SPECIFICATIONS OR OP ANY VARIATIONS NEEDED IN ORDER /V CONFORM TO MEWS RULES AND RECULAIMAS UPON RECEIPT or SLCH INFORMATION THE EACINEER RILL SENO WRITTEN IASTRUCTIONS ALL WAWA= AND WORK SHALL BE PERFORMED IN A MANNER AS DIRECTED BY THE EACINEER ANY SUCH OISCREPAACK OMISSION. OR VARIATION AVT REPORTER. SHALL or THE RESMNSMILITY OF THE CWITIUCTOR 4 THE awrzter ROCUMENTS REPRESEAT THE P/NISH STRUCTURE THAT so HOT MONATE MET1100 Or LOISTRUCTION S T SHALL BE THE RISFONSABILLITY OF THE CONTRACTOR TO P4VV/DE TEMPORARY BRACES SHORES AND curs WHEREVER NECESSARY ro SUPPORT AU LOADS 70 WHICH THE STRUC711RE MAY BE SUBJECTED DUR/AV'ETINSITATAIN /ACRD/AC manor serawar AND ITS OPERATION THIS TEMPORARY SUPPORT SYSTEM SHALL HOLD ALL ELEMENTS AND MEMBERS IA' THEIR FIA'AL POSITION CAT/1 TOTALLY AND FINALLY CONNOTED M THE PERNAVEAT BRACIAC ELEMENTS 6 THE TYPICAL AWES AND ormas SHALL APPLY /N ALL CASES MUSS SPECIFIC DETAILS Craig ELSEWHERE WHERE AO RETAIL a SHORN 07ASTRUCTION SHALL or AS MR SIMILAR CORK 7. REWIRED MSPICTIONS BY PERLIN ISLANDS DEPARTMENT OF PLINNIAT AND NAIT/RAL RESOURYS (BU/LO/AC DEPARTMENT/ a MUNOATIOAS 6 MACREIS r. MASONRY d STRUCTURAL STEEL B CONCRETE / COMWETE WORK SHALL BE LV ACTORDAACT ern AMERICAN MACRATIT 1351717/TE (AC// - EVIROMT OWE REQUIREMENTS FOR REINFORCED Tonere ma al/B- LATEST REVS/ON/ • COACRATE SHALL HAVE A IMVPIUM COMPRESSIVE STREWTH AFTER A9 OAFS EQUAL TO OR GREATER THAN 5000 PSI ▪ CONT/ATIWS INSPECTION RMUIREO FOR ALL CONCRETE /ASPECT/OA' BY 50710/AC INSPECTOR REWIRED FOR PLACEMENT OF REINFORCIAT STEEL PR/OR TO PLAC/AC COACRETE covravoos IASPECTIOA' /S ACT REQUIRED PURIM PLACIAT MACRAT£ OF THE REINFORCIAT 4 ALL COACRETE SHALL BE AVRMAL waver Hos Ter/ DELISS AWED AS liCHTMEICHT COMMITS • TIMECARD CEMENT ASTM (ISO. OR TYPE /I LOW ALKALI 6 COACRETE AGCSTATE SHALL MA'AM, TO ASTM C.9$ PITH THE FOLLOW/AC NOMINAL LIMITATIONS • MOT/KS AND SLABS OW CRADE /0 1-1/1 11tH MAX/MIN 6. WALLS ARO STRUT/RAE SIRES .9/1 /NW MAXIIRIN 7. COACRETE :TREAT/71 MIX DES/L'A' SHALL BE POCUMENTED BY ATE OR EXISEIAT TEST REMIT FORKS APPROVED LICENSED TEST/AC LABORATORIES PRIOR TO BATCH/NC O EXPOSED commas MACAW AND FINISH SHALL BE AS ACTED ON AECATTECTLIRAL IMAM/MS SEE AACHITECTIMAL RRIMIACS FOR DETAIL? 9 PRO/ITT/AC CORNERS or BEANS. COLUMNS. NT SHALL or FORMED WITH 5/4 MEW CHAMFER UNLESS OTHERWISE DATA/LED AO FORMS FOR COMPETE SHALL BE LAID OCT AND MASTMATE9 /0 PROVIDE THE SPECIFIED CAMBERS SEVIN ON THE DRAW/IFS • SHORIAC OF STMC7TIRAL SLABS: a ALL STORM AND RESHORIA0 SHALL BE DONE LV ALTORDAMT WITH AC/ STANDARD ROLOMMENOM PRACTICE FOR MACRAME MRATIORK MC/ - $0?) b. ONE MMORED PERCENT SHORIAT AND FORKS SMALL REMAIN IN PLACE FOR /I DAYS MIN/.UM SHORIAT MAY BE mourn 70 60 PERCENT AFTER IA DOES PROVIDED COMMITS STREWTH [{VIALS AT LEAST 76 POTENT Of 'MGM SERIATIM e. ILTSIAMET SHALL ACT or arAvero IF MACRAME' STREWTH DOES ACT MEET SPEC/TIED STREAM AT 2.9 0.41S Li NEWLY PLACED SUBS' SHALL MT B£ taro M SUPPORT SLAB ABOVE LAM THE LOWER SLAB HAS CT/RED FOR 6 DAIS MINIM/N SHORIAT M SUPPORT UPPER LAPEL SLAB HAT BE PLACER WITHIN THE $ DAY AVRIAV PERIOD C MASONRY 1 02M'RITE BLOCK MASONRY UN/TS ASTM LAO. AREA STAMM F'sn - /900 PS/. MEDIUM Wel? MASONRY UNIT COLOR LINO PACE Trareer AS ACTED ON ARCIIITECITIRAL DRAY/.ICS DESIGN STREAM/ fan a. 1600 MY t MASONRY UNIT SHALL HAVE BEER' CURED /OR AVE LESS THAN 25 DAYS AND SHALL BE CLIMATIEED M SITE BEFORE PLACED he RV/LO/AC $ MVP/AVOUR INSPECTION a REWIRED. UNLESS Amp OTHERWISE. POR a PREPARATION AND FORM/AC Of WALL PRISMS E. S'AMPLIAC AND PLACIAO OF MASONRY UNITS c PLACEMENT OP REIN/ORCEMEAT at GROUT SPACE IMMEDIATELY PR/OR TV CLOSING Of CLEAAMTS AND PURIM ALL GROUTIAC OPERATIONS A ALL MORTAR AND GROUT SHALL NAVE A MINI/RIM 25 DAYS COMPRESSIVE STREAM ARIAL TO MOO 1,57 AND IWO PSI. RESPECTIVELY ADMIATIMES WHEN USED SHALL AT PER MANUEMIIIRERS RECOMMENDATION AND WITH APPROVAL OF THE BUNDIAC OFFICIAL • PORTLAND CEMENT - ASTM CASE. TYPE /A LOW ALKALI 6 MORTAR MIX - T9 WITH I/4 PART LIME RIM TYPE S 7 CROUP MIX - WITH t PARTS PEA CRAYEL can REQUIREMENTS a CROUP MIX SHALL BE IN ACCORDAACE MAW US' STANDARDS 9 CROW' AU CELLS. UNLESS OTHERWISE ACTED /0 LSE BOND BEAM UNITS AT AVRIZONTAL /I LOCATE REBATES ABOUT CENTERLINE OP MASONRY WALL UNLESS DETAILED OTHERWISE It ALL WALLS SHALL BE 02ASTRUETED US/AC 1ft REMAYAT' RIND BETWEEN MASONRY. UNLESS OTHERWISE METED IS ALL WOOD PLATES TO BE BOLTED TO THE TOP OF MASONRY WALLS SHALL Br S47 ON A MORTAR BED TO PROVIDE' UN/FORM BEAR/AC • REMPIATAC STEEL FOR CONCRETE AND MASONRY • REINFISETYM LIARS ASTM 461S, CRADE SO ALL RE/NMATVAr STEEL THAT /S TO BE *TWEE SHALL CONFORM AO ASTM AMC UNLESS OTHERWISE ACTED ON PLANS A WELDED EMI FABRIC ASIR MSS WELD/AC ELECTRODES` AWS DIA CLASS E90. LOW HYDROGEN SPLICE LINGEHS. UNLESS ASTAPLED OTHERWISE a LOWRATE SEE SCHEDULE ON PRIMIAC. O MASONRY SEE SCHEDULE ON DRAW/AM e WELDED 9/RE FABRIC SHALL BE SPLICED WITH A altatill LAP OP /2 /MIMS. • MIN/MOM ELEARAACE BETWEEN REINFOICCIAT' AND FACE OE l'elACRETE SHALL BE AS FOLLOWS (UNLESS SHORN OTHERWISE/ a CONCRETE BELOW CRAM (CAST ACA/HST SOIL) a S' • COACRETE BELOW CRAW (FORMED) • 1- e MACRE!? MALLS EXPOSED TO WEATHER a I-1/1- • MACRATE WALLS /NTERIOR WALLS a 1/0- • MACRE!? SLAB ISTRIATEMA4) A $/r - f COACRETE BEARS AND COLUMNS I-1/2" 6. SPLICES /N COLUMNS AND SEAMS SMALL OCCUR ONLY WHERE OEM= SPAM. IN 02NTIAVOLLS CRAP? BEAMS SHALL oars AT 1/1 SPAN CONTACT SERUM/La ENGINEER /f CLARIFICATION /S NEEDED 7 SPLICES /N EVRIZONTAL WALL RERVII9/rEMENT SHALL BE STALCERED AVIIMUM FROM SPLICE CENTERLINE /HERE WALLS HAVE TWO LAYERS OF RAM/CRC/AC SPLICES SHALL AVE caw IN THE SAME LOCATION S. ALL REMPOACIAC SHALL BE ACCURATELY PLACED AND ADEQUATELY SUPPORTED AMR! COACRETE TS PLACED AND SHALL or SECURED AGAINST DISPLACEMENT 17THIN PERMITTED TIMASYLIACE: CLEARAMT POR IttLIAR SHALL BE SIRNIN IN DETAIL OR CALLED IN AVM. MLERAIME SHALL BE AS PER AC/ 969 9. PROVIDE SLAMS FOR PM/M INC AND ELECTRICAL OPENINGS IN THE comfit's MEMBERS BEMIS PLACYAT MACRETE X NOT KT ANT RETIMMACMC WHICH MAY CWIFERT CORIAC MACRATE /5 NOT PERATTETP Earn WHEW SI/CW/0N DRAM/ACS OR APPROVED BY THE STRUCTEMUL EACINEER E ACA-SHRINK GROVE OR PREPACK ▪ AVM-SHRINK GROOT OR PREPACK SHALL CONS/ST OP A PREMIXED IMN-METALLIC FORMULA • .NISI/.UM AMMILA RAIUMEMEITS a AC SHRINKAGE AFTER PLACEMEAT A All EXPANSION ATTER SAT (ASTM C-997) e SET UP TIME MIT LESS THAN 46 IMAM/TES C-1611) A ONE DAY COMPRESS/VA' STREWTH e. .3000 RSV (ASTM c-toz/ • fr AT AY DAYS a 6000 PSI ▪ LIMBER- / ALL LUMBER SHALL BE SOUTHERN YELLOW PINE CAME Al - PRESSURE TREATED UNLESS OTHERWISE sorra S ALL FRAMIAT' Hama SHALL BE SAS. LUMBER ocsav BASED OA' kW/N/6M NOS - /99/ - NATIONAL away STANDARDS S PLYWOOD SNEER/AC - PRESSURE TREATED (US .157-411) WITH EXTERIOR CUM AND APA RATED A ALL NI/LINC SHALL or IA' ACCORDANCE arm or REVIMATA'TS UNLESS ACTED OTHERWISE ON THE DRAW/ACS USE COMMON WIRE NAILS ,V.VIJAT OF Roar. FLOOR AIMSNEARWALL SHEATH/AC SHALL BE /.SPITTED AND APPROVED BY THE RU/ILIAC DEPARTMENT Bernal' COVER/AC S ROLES SHALL COMPLY WITH ASTM 1-907. BOLT HOLES AV W000 SHALL BE ///6 /Arm MAXIMUM OVERSIZE ALL BOLT HEAD AND ACTS BEARIAT ON IMO SHALL HAVE STEEL WASHERS S. AV war or SPLIT IN MEMBER SHALL rarro THE WIDTH or THE MINOR FACE 7 ETAVNECAIR DISLGNAIYO.VS REFER 10 SEROAV-TIE CONAITIORS BY SIMPSON COMPANY ALL CONNECTORS 772 BE Tamara ACCORDIAC ALIAWAtTLRER'S MCSERIATIONS B AAT MOLE THROWN STA/4771Ra MEMBERS FOR PIPES OR CONDUIT SHALL BE VERIFIED WITH THE STRUCTURAL EAC/NE£R R. NAIL ALL ZX ROUBLE JOIST WITH Rd NAILS AT s MCl/ ON CENTER STAGGERED 10 PROVIDE DOUBLE JOIST UNDER ALL PARALLEL PARTITIONS /I MR SIZE AND LOCATION Or ROOP. FLOOR AND WALL °AWACS SEE AICIIITE177/RAL MECHANICAL AMR ELECTRICAL DRAW/ACS FRAME ALL FOUR SINS OF OPEN/.WWITH ADEQUATE MEMBERS AND CONNECTGILS IS PROVIDE DOUBLE SIVAS UNDER ALL REAM TADS UNLESS AWED OTHERWISE AND CARRY SIVAS mos M FOUNIZAT/0,6 C STRIX7T/RAL STEED • ALL CORK IN CONFORMANCE WITH THE MACAU OF STEEL AMSTRIATION 9TH EDIT/ON BY THE AMERICAN INSTITUTE OF STEEL MATTNCTIOA' (ASE/ ▪ MATERIAL. ALL STEEL MEMBERS Ill BE ASTM MSC MINIMUM YIELD STRESS OP M AS/ UNLESS OTHERWISE ACTED S CONNECT/OAS BOLTS TO BE ASTM AJ£S SC CLASS "AS BOLTS UNLESS OTHERWISE Aron ALL PROVISMAS Or THE AMERICAN' IIELDIAC SOCIETY SERIATURAL MELD/.W CODE - STEEL (ADS NI) APPLY IV WORK LSE 270XX EULTRODES FOR I£LD/AC A MATRALTOR la SUBMIT SHOP PROTIMS TO EATINEER FOR REV/LT ARO LIMITED ACCEPTAME PRIOR TO ANY FABRICATION OR ERECTION S ALL BASE PLATES TO NAVE A MINIAWM Or /-//11 IACII Or MN-SHAME' CROUT COMPLETELY INSTALLS!) ▪ 40M/RUMS INSPIXTION REQUIRED MR ALL STEEL WORK INSPECTION BY BLILAIM INSPECTOR RIQUMELI FOR PLACEMEAT Or STEEL H Bar 460 M Metal Deck • (/SE STANDARD SPEC/FICATIO.vs FOR OPEN WEB STEEL JOISTS K-SERIES ABOPTED or THE STEEL JOIST INSTITUTE - CIIRREAT EDITION 2 STEEL JOISTS TO BE PAINTED PER FEDERAL SPECIFICATION IT-P-6$6 (RED OXIDE) S STEEL DICK SHALL BE ALAWFACTURAO BY UNITED STEEL DOCK /AC OR APPROVED ANAL MYTH STEEL CONFORM/AC TD ASTM ARII USE MMIZONTAL BRIXIAC WITH A MAV/MUN OP Two ROES EACH SPAN WITH L if X / if X if. 4 ATTACH STEEL DECK /0 BAR JOISTS WITH if' MIME WELDS. FASTEN SIDE LARS WITH a SCRAMS AT 4C. uNOI5TuRBED AREA 0i5TUR5ED AREA — III I — I I— I EPISTIN 3 111 " Apt V 40TILlER PACRIC OVtit *000EN STACKS A5 RfuOiRf CONTINUOUS !Agri+ CURB GRADE BARRIER "corm RESIDENCE TOR LAUREL • RN40EILNIJSCrat PARCEL NO 0.1.4 CAROM PONT rsree wAvoom STIPOPASIAS 'RGO CONSTRUCTION NOTES SITE DETAIL II2Vd0.6 ILL OfSCFOPTeCti `DATE PAUL FERREFtAS, PE Sliah 11,1tAL EM.INLILN r o a,. COOI 22 51.Titnao. UW10000I "Iwo 040) 714.5435 Ia 040 7174719 ANTI ApPO.OPP4P0 ourren UM= No 059450 11LW Mt( UCt115f GE 32049 FLORIDA mem No 54406 VIPON tuu06 Dattp5t No 461E AU. 10.1010,1A0CNCONTAIPCD HEWN 15 TIC PROPERTY Cf PAWL ROOMS nit (ran CC AS. 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 EFTA_R1_02047181 Now 14th. 2011 An Nato.. G2 20P 10 EFTA02695771