ABCC Plans 15.PLYWODD SHALL BEPROVIDED INACCORDANCE WITH THE RECOMMENDATIONS BE THE AMERICAN S H E P P H I R D
GENERAL 3. WINDLOADS: REINFORCEMENT STRSTR CTS PLYWOODASSOCIATION(APA).THE MINIMUM THICKNESSES WHICH FOLLOW SHALL BE NCREASED
1, NO PROVISION OF ANY REFERENCED STANDARD SPECIFICATION,MANUAL OR CODE(WHETHER OR BASIC DESIGN WIND SPEED,V•129 MPH t. REINFORCING STEEL SHALL CONFORM TO ASTM A6t5,GRADE 60,UNLESS NOTED OTHERWISE 1. STRUCTURAL STEEL SHALL CONFORM TOASTM A992,UNLESS NOTED OTHERWISE. AS REQUIRED TO SATISFY ARCHITECTURAL REQUIREMENTS. ASSOCIATES
NOT SPECIFICALLY INCORPORATED BY REFERENCE IN THE CONTRACT DOCUMENTS)SHALL BE ALLOW ABLE DESIGN WIND SPEED,Vµ 100 MPH ARCHITECTS4ENGINEERS
EFFECTIVE TO CHANGE THE DUTIES AND RESPONSIBILITIES OF OWNER.CONTRACTOR,DESIGN RISK CATEGORY:II 2. WELDED WIRE FABRIC SHALL CONFORM TO ASTM Al 084 AND HAVE MINIM UM SIDE AND END LAPS OF V. STRUCTURAL STEEL TUBING SHALL CONFORM TO ASTM A500,GRADE G. 15.1 ROOF SHEATHING SHALL BE APA RATED9VEATNING,EXPOSURE t,40'vS6'.FOR SUPPORTS
PROFE3510NS,SUPPLIER.OR ANY OF THEIR CONSULTANTS,AGENTS,OR EMPLOYEES FROM THOSE EXPOSURE STRUCTURAL STEEL PIPE SHALL CONFORM TO ASTM A53,GRACE C. 24.OC USE 510'32116 PLYWOOD.PLYWOOD SHALL BE TONGUE AND GROOVE OR BE 25560 AGOURA ROAD,SUITE 106
SET FORTH IN THE CONTRACT DOCUMENTS.NOR SHALL ITBE EFFECTIVE TOASSIGN TO THE DESIGN INTERNALPRESSURECOEFFICIENT=+40.10 3. SUBMIT SHOP DRAWINGS WHICH ADEQUATELY DEPICTMF REINFORCING BAR SIZES AND PLACEMENT. STRUCTURAL CHANNELS,MISCELLANEOUS PLATES AND CONNECTION MATERIAL SHALL INSTALLED WITH CLIPS IN ACCO DANCE WITH APA RECOMMENDATIONS.WHEPE
PROFESSIONAL BE RECORD OR ANY OF THE DESIGN PROFESSIONAL OF RECORD'S CONSULTANTS. WRITTEN DESCRIPTION OF REINFORCEMENT WIDIGUTA3EQVATE SECTIONS.ELEVATIONS,AND CONFORM TOASTM A 15,UNLESS NOTED OTHERWISE. ALLOWABLE SPANS ARE EXCEEDED AT ROOF SLOPE TRANSITIONS.PROVIDE SPECIALLY CALABASAS,CA 91302
AGENTS,OR EMPLOYEES ANY putt OR AUTHORITY TO SUPERVISE OTN DIRECT THE FURNISHING OR POOL CARNIA: DETAILS IS NOT ACCEPTABLE. BE IGNED SUPPLEMENTAL MEMBERS AS REQUIRED SHEATHING SHALL BE INSTALLED WITH d 310.670.9141 M9.SQSh¢Pe¢.Tnm
2. BOLTS AND ANCHORS: THE LONG EDGE ACROSS A MINIMUM OF THREE SUPPORTING MEMBERS.SUPPORTAND
PERFORMANCEOF THE WORK OR ANY DUTY OR AUTHDRITY TO UNDERTPHE RESPONSIBILITIES DESIGN BASE SHEAR:V.=3.05 KIPS,Vy=1.55 KIPS STAGGER EDGES OF PLYWOOD PARALLEL TO SUPPORTING MEMBER.PROVIDE wxas¢
CONTRARY TO ME PROVISIONS OFTHE CONTRACT DOCUMENTS. 4. SPLICES SHALL BE CLASS BIN ACCORDANCE WITH ACI 318.UNLESS NOTED OTHERWISE.
STORAGE&OFFICE EXPANSION: REINFORCEMENT SHALL BE SPLICED ONLY AT LOCATIONS SHOWN OR NOTED IN THE STRUCTURAL 2.1 BOLTED CONNECTIONS SHALL BE TYPE N(BEARING TYPE WITH THREA05 INCLUDED IN SHEAR CONTINUOUS BLOCKING AT PERIMETER OF EACH DIAPHRAGM PLANE(INCLUDING ROOF
Z. CONTRACT OOLUMENTSINCLUDE BUT ARE NOT LIMITEDTO.THESTRULTURALD000MENTS DESIGN BASE SHEAR:V.=4324 KIPS,V.=24.11 KIPS DOCUMENTS,EXCEPTREINFORCEMENTMARKED'CONTINUOUS-CAN BE SPLICED AT LOCATIONS PLANE)WRH MINIMUM M4.DIAMETER F312580LTS.SUBMITPROPOSEDBOIT TIGHTENING SLOPE TRANSITIONS)PNOAROUNDOPEOCATIFASTENSHMTHING WITH Btl NIM-GAIALS A,B OL mNuw
(DRAWINGS AND SPECIFICATIONS).BUT DO NOT INCLUDE SHOP DRAWINGS,VENDOR DRAWINGS,OR DETERMINED BY CONTRACTOR.SPLICES AT OTHER LOCATIONS SHALL BE APPROVED IN WRITING BY PROCEDURE FOR REVIEW.BOLTED CONNECTIONS SHALL BE ASSEMBLED AND INSPECTED IN AT SUPPORTED EDGES UNOPNO AT I2'OC AT INTERMEDIATE SUPPORTS.AN IIB'GAR rAPeN is mclx¢�
MATERIAL PREPARED AND SUBMITTED BY THE CONTRACTOR KITCHEN EXPANSION: THE DESIGN PROFESSIONAL. ACCORDANCE WITH RCSC-2014(SPECIFICATION FOR STRUCTURAL JOINTS USING HIGH STRENGTH SHALL BE LEFT BETWEEN ADJACENT PANELS.PROTECT EDGES AGAINST EXPOSURE TO - s
DESIGN BABE SHEAR:V. 3345 KIPS,V1=29,16 KIPS BOLTS). WEATHER OR USE EXTERIOR GRACE PLYWOOD,COVER SHEATHING AS SOON AS POSSIBLE
3. REFERENCE TO STANDARD SPECIFICATIONS OF ANY TECHNICAL SOCIETY,ORGANIZATION.OR 5, PROVIDE DOWELS FROM FOUNDATIQNS THE SAME SIZE AND NUMBER AS THE VERTICAL WALL OR WITH ROOFING FELT OR SHINGLE UNDERIAYMENT FOR PROTECTION AGAINST EXCESSIVE
ASSOCIATION OR TO CODES OF LOCAL OR STATE AUTHORITIES.SHALL MEAN THE LATEST STANDARD, SEE COMPONENT AND CLADDING DESIGN WIND PRESSURE DIAGRAMS ON 60.11-LS.12. COLUMN REINFORCING,UNLESS NOTED OTHERWISE. 2.2 ANCHOR BOLTS SHALL BE HEADED BOLTS CONFORMING TO ASTM F15M AND SHALL BE HEADED MOISTURE PRIOR TO ROOFING INSTALLATION.
LODE,SPECIFICATION OR TENTATIVE SPECIFICATION ADOPTED AT THE DATE OF TAKING BIDS,UNLESS RODS OR THREADED RODS WITH HEAVY HEXAGONAL NUT WELDEO TO THE BOTTOM OF THE
SPECIFICALLY STATED OTHERWISE. 4, EARTHOUAKELOADS: 6, PLACE REINFORCEMENT AS FOLLOWS.UNLESS NOTED OTHERWISE: THREADED ROD.GRADE A36,UNLESS NOTED OTHERWISE. 15.2 WALL CONTINUOUSLY
SUPPOHALL RTED
EDD APA RATED SHEATHING.G,LEE EXPOSURE 6-WITH
CONTINUOUSLY SUPPORTED EDGES.AN 116"GAP SHALL BE LEFT BETWEEN ADJACENT
4. CONT MCT DOCUMENTS SHALL GOVERN IN THE EVENT OFA CONFLICT WITH THE CODE OF PRACTICE RISK CATEGORY:11 6.1 CONCRETE REINFORCEMENT COVER 2.3 EXPANSION ANCHORS SHALL HAVE BEEN EVALUATED BYTHE ICC EVALUATION SERVICES.INC UCG PANELS_PROVIDE ONE LAYER ON ONE SIDE OF WALL UNLESS INDICATED ON PLAN TO
OR SPECIFICATIONS OF ACI,POI.AISC,SJI OR OTHER STANDARDS.WHERE A CONFLICT OCCURS SEISMIC IMPORTANCE FACTOR:1=1.0 ES)WITH A PUBOSHED EVALUATION REPORT,ANCHORS INSTALLED IN CONCRETE THAT MAY PROVIDE ONE LAYER ON EACH SIDE OF WALL.FASTEN SHEATHING WITH BB NAILS B96'CC AT
WITHIN THE CONTRACT DOCUMENTS.THE STRICTEST REQUIREMENT SHALL GOVERN, SHORT PERIOD MAPPED SPECTRAL RESPONSE CC FFICIENT,Ss=0.10] EXPOSED TO EARTH OR WEATHER: CECOMECBACKED UNDER SERVICE LOADS SHALL BE EVALUATED BY ICGES ACCEPTANCE PANEL EDGES AND@ 1T GC AT INTERMEDIATE SUPPORTS.
- 1 SECOND PERIOD MAPPED SPECTRAL RESPONSE COEFFICIENT,S,=0055 UNFORMED LgST AGAINST MRTN 3-CLEAR CRITERIA 193 AND BE SPECIFICALLYAPPROVED FOR USE IN CRACKED CONCRETE.CONTACT
5. MATERIAL.WORKMANSHIP.AND DESIGN SHALL CONFORM TO THE REFERENCED BUILDING CODE ASSUMEDSRECLASSD FORMED#6ANDLARGER TCLEAR DESIGN PROFESSIONAL FOR DETERMINATION OF CRACKED OR UNCRACKED CONCRETE 153 FLOORSHEATHING SHALL APA MTEDSTURO-I THIOOOR EXPOSURE 1,40'•96'TONGUE AND �����
SHORT PERIOD DESIGN SPECTRAL RESPONSE COEFFICIENT,Sos-0.114 FORMED MI5 AND SMALLER 1-UTCLEAR CONDITION UNLESS CONDITION IS NOTED ON THE DRAWINGS.ALL ANCHORS SHALL BE APPROVED GROOVE PLYWOCp.FOR SUPPORTS 180C USE 31d'THILH PANELS.FASTEN ALL
TE
6. CONTRACTOR SHALL COORDINATE THE STRUCTURAL DOCUMENTS WITH THE ARCHITECTURAL. - 1 BEL OND PERIOD DESIGN SPECTRAL RESPONSE COEFFICIENT,S.,=TWO FOR RESISTING WIND AND SEISMIC LOADS.INSTALL IN ACCORDANCE WITH THE MANUFACTURER'5 PANELSTS(V.ITH aNALS®)UNLESS V GO AT NOTEDANELS EDGESTSE,PANELSUPPORTS AND HALL BE
AGLUTERIM DIAO
MECHANICAL ELECTRICAL.PLUMBING AND CIVIL DOCUMENTS.DESIGN PRDFESSIONS SHALL BE SEISMIC DESIGN CATEGORY:B NOT EXPOSED TO EARTH OR WEATHER: RECOMMENDATIONS.MINIMUM EMBEDMENT SHALL BE EQUAL TO 4B TIMES THE ANCHOR SUPPORTS N'V1B0 LBSAT)UNLE53 NOTED OTHERWISE PANELS SHALL 6E PPA GLUED TO B T R N C T Y R A L
NOTIFIED OF ANY DISCREPANCY OR OMISSION.FOR DIMENSIONS NOT SHOWN ON THE STRUCTURAL WALLS I-CLEAR DIAMETER,UNLESS NOTED OTHERWISE, SUPPORTS AND AT TONGUE&GROOVE MINTS WITH ADHESIVE CONFORMING TO
DRAWINGS SEE THE ARCHITECTURAL DRAWINGS POOL CASMIA: SIO�LUSMNS(TIES) CCL ADJJNB ITT PERFDRUAPANELSEANDI THE END JOINTS SHALL BES PORTED AND STAGGERED
BASIL SEISMIGFORCE RESISTING SYSTEM:STEEL ORDINARY CANTILEVER COLUMN
T CONTRACTOR SHALLVERIFY EXISTING DIMENSIONS.ELEVATIONS.AND S CONDITIONS BEFORE SYSTEMS 2AADHESIVEANCKORSSHALL CONSIST E MNALL-THREAD STEEL ANCHOR WITH ADHESIVE SHEATHING SHALL BE INSTALLED WITH THE LONG EDGE ACROSS A MINIMUM OF THREE
STARTING WORN.DESIGN PROFESSIONAL SHALL BE NOTIFIED OF ANY DISCREPANCY. SEISMIC RESPONSE COEFFICIENT.CF=O._ 7. REINFORCING STEEL DESIGNATED CONTINUOUS SHALL BE LAPPED AS FOLLOWS: CON FORMINGTOASTMC8B1.02.TYPEIV,GRADE3,CIASSA,B,&CEXCEPTGELTIMESMDEPDXY SUPPDRPNGMEMBERS.PROVIDE CONTINUOUS BLOCKING AT PERIMETER OF THE
• RESPONSE MODIFICATION FACTOR,R=6.5 CONTENT.ADHESIVE SHALL CONSIST OF ATWO COMPONENT ADHESIVE SYSTEM CONTAINED IN DIAPHRAGM PLANE AND AROUND OPENINGS.
8. CONTRACTOR SHALL VERIFY THE STRUCTURALLY SUPPORTED MECHANICAL EQUIPMENT WEIGHTS. ANALYSIS PROCEDURE:EQUIVALENT LATEML FORCE PROCEDURE CONCRETE REINFORCEMENT: CLASS B TENSION LAP SIDEBYSIDEPACIWGING CONNECTED TO A MIXING NOZZLE WHICH THOROUGHLY MIXES THE i+
OPENING SIZES AND LOCATIONS IDENTIFIED ON THE STRUCTURAL DRAWINGS WITH ARCHITECTURAL COMPONENTS AS IT IS INJECTED NTO THE HOLE.ADHESIVE SHALL HAVE PASSED ICL EVALUATION 16 PRE-ENGINEERED LUMBER-ALL HORIZONTAL FRAMING SHALL BEENGINEERED LUMBER AND SHALL
AND MECHANICAL DRAWINGS STORAGE&OFFICE EXPANSION: S. ADHESIVE FOR REINFORCING DOWELS N EXISTING CONCRETE SHALL CONFORM TO ASTM CBBI-02, SERVICES,INC(ICGES)ACCEPTANCE CRITERIA 308 FOR LONG TERM CREEP.ANCHORS INSTALLED BE DESIGNED BY THE SUPPLIER IN ACCORDANCE WITH THE CRITERIA BELOW.SHOP DRAWINGS
• BASIC SEISMIC-FORCE RESISTING SYSTEM:LIGHT-FRAME(WOOD)WALLS SHEATHED WITH TYPEIV,GRACE 3,CLASS A,B.e C EXCEPT GEL TIMES AND EPDXY CONTENT.ADHESIVE SHALL IN G CONCRETETHATMAY BECOME CRACKED UNDER SERVICE LOACS SHALL BE EVALUATED BY ICSHALL INCLUDEPLANS,DETAILS,BRACING,SUPPORT REACTIONS,WEB STIFFENERS ANO Digitally signed
WOODSTRUCTURALPMELS RATEDFORSHEARRESISTANGE CONSIST OF AMO COMPONENT ADHESIVE SYSTEM CONTAINED INSIDE BY SIDE PACKAGING ES ACC EPTANCECRITERIA300ANDBESPECIRI YARPROVEGFORUSEINCRACHEO ANCHORAGEREOUIREMENTSATAMINIMUM.THEALLOWABLEDEFLECTIONSAREL490FO
9 CONTRACTOR SHALL VERIFY THAT MISCELLANEOUS FRAMING SHOWN ON THE STRUCTURALR LIVE I"IOIIy
DRAWINGS FOR MECHANICAL EQUIPMENT,OWNER-PURNISHED ITEMS,PARTITIONS,ETC,15 SEISMIC RESPONSE COEFFICIENT.Cp=U._ CONNECTED TO A MIXING NOZZLE WHICH THOROUGHLY MIXES THE COMPONENTS AS IT IS INJECTED CONCRETE.CONTACT DESIGN PROFESSIONAL FOR BETERMINATION OF CRACKED OR UNCRACKED LOAD AVID_240 FOR DEAD PLUS LIVE LOADS. I1y HGIIy Je{ffBys
CONSISTENT WITH THE REOUIREMENTS OF SUCH ITEMS- RESPONSE MODIFICATION FACTOR,R•6.5 INTO THE HOLE.ADHESIVE SHALL HAVE PASSED ICC EVALUATION SERVICES.INC
(IBC ES) CONCRETE CONDITION UNLESS CONDITION IS NOTED ON THE DRAWINGS.INSTALL IN Date:2023 05.22
_ ANALYSIS PROCEDURE:EQUIVALENT LATERAL FORCE PROCEDURE ACCEPTANCE CRITERIA 308 FOR LONG TERM CREEP.REINFORCING INSTALLED IN CONCRETE THAT ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS.MINIMUM EMBEDMENT SHALL BE 16.1 GONNECTORSAND FASTENERS FOR PRESERVATIVE AND FIRE RETARDANT WOOD SHALL BE
10.CONTRACTOR HAS SOLE RESPONSIBILITY FOR MEANS.METHODS,TECHNIQUES,SEQUENCES,AND MAY BECOME CRACKED UNDER SERVICE LOADS SHALL BE EVALUATED BY CC-ES ACCEPTANCE EQUAL 204.5 TIMES ANCHOR DIAMETER,UNLESS NOTED OTHERWISE. HOT DIPPEDZNC COATED GALVANIZED STEEL STAINLESS STEEL,SILICON BRONZEOR Je reys 1(3:34:26-04'00'
PROCEDURES OF CONST RUCTION. KITCHEN EXPANSION: CRITERIA 300 AND BE SPECIFICALLY APPROVED FOR USE IN CRACKED CONCRETE.COMALT DESIGN COPPER INCLUDING BY NOT LIMITED TO ANCHOR BOLTS.POWDER ACTUATED FASTENERS,
. BASIC SEISMIC-FORCE RESISTING SYSTEM:LIGHT-FRAME(WOOD)WALLS SHEATHED WITH PROFESSIONAL FOR DETERMINATION OF CRACKED OR UNCMCKED CONCRETE CONDITION UNLESS NAILS,SCREWS,BOLTS,AND METAL FRAMING HARDWARE.
11.THE STRUCTURE IS STAB LE ONLY IN ITS COMPLETED FORM_TEMPORARY SUPPORTS REQUIRED FOR WOOD STRUCTURAL PANELS RATED FOR SHEAR RESISTANCE S STE EL ORDINARY CONDRIONISNOTEDONTHEDMWINGS.INSTALLINACCORDMNCEWRHTHEMANUFACTURER'S 3. STRUCURALSTEEL SHALL
BEFABRICATED
AND
ERECTED
'AVID ACCFSCI GTOOODE BOTH
ME AISC ARO PRACTICE 13.2 WOOD TRUSSES TO BE DESIGNED PND DETAILED BYTHE TRUSSENGINEER,ASCE OSO.IO FOR \\"'NWJEIFIF//,
STABILITY DURING ALL INTERMEDIATE STAGES OF CONSTRUCTION SHALL BE DESIGNED.FURNISHED, CANTILEVER COLUMN SYSTEMS RECOMMENDATIONS MINIMUM EMBEDMENT LENGTH SHALLBE I2 BAN DIAMETERS.UNLESS NOTED 'SPE CIFIGATION FORSTRUCASTEEL
FOR STEEL BUILDINGS AND BRIDGES'. DESIGN LOAD CRITERIAF-
ANOINSTALLEDBYTHECONTRALTOR. SMIC ONSESPONSECOENFIAICTOR. =O._ OTHERWISE. ,t•. Bf 8
RESPONSERMODIFICATION E FACTOR,8=1.25
TER
12.CONTRACTOR HAS SOLE RESPONSIBILITY TO COMPLY WITH ALL OSHAREGUTATIONS. ANALYSIS PROCEDURE:EQUIVALENT LATERALFDRLE PROCEDURE 9. ALL DOWELS AND TERMINATING BARS SHALL HAVE ASTANDARD 90DEGREE HOOK 4. SUBMIT SHOP DRAWINGSSHDMINTHE STRUICTURAL SSHALELEMENTS BE
16.3 ALL ESIGNEHARDWARE REQUIRED FOR CONNECTIONS BESIGN ENGINENGINEEREDTRUSSES SHALL i
CONNECTIONS SHOWNIN THE CONTRACT DOCUMENTS.CONNECTIONS SHALL BE DETAILED BASED ON BE DESIGNED BY AND SPECIFIED BY THE TRUSS DESIGN ENGINEER. Z
13.ELECTRONIC DRAWING FILES WILL NOT BE PROVIDED TO THE CONTRACTOR.REPRODUCTION OF 5, MEEXISTING STRUCTURE,WITH PROPOSED FITNESS CENTER MODIFICATIONS.HAS BEEN ANALYZED 1O.ALL HORIZONTAL REINFORCING SHALL BE CONTINUOUS THROUGH CONTROL ANDIOR CONSTRUCTION THE DESIGN INFORMATION PRDVIOEDIN THE CONTRACT DOCUMENTS.CONNECTIONS SHALL BE _
STRUCTURAL DRAWINGS FOR SHOP DRAWINGS IS NOT PERMITTED. FORGRAVITYAHD LATERAL LOADS AND FOUNOTO BE IN COMPLIANCE WITH IBC 2018 SECTION 3403 JOINTS AND ARGUING CORNERS. DESIGNED FOR THE SERVICE LOAD REACTION VALUES SHOWN ON THE STRUCTURAL DRAWINGS.FOR 16.4 ALLME{NG INEEREDMETALPLATECONNECTEDWOODTRU55ESSHALBEBMCEDIN y1A 3F
AN STEEL FOR ADDITIONS ANDALTERATIONSTOAN EXISTING STRUCTURE. STEEL MEMBERS WHOSE REACTIONS ARE NOT SHOWN,THE DESIGN REACTION SHALL BE OBTAINED ACOORDM'BE WITH TRUSS PLATE INSTITUTE'S TMMIDLIN G.INSTALLIN G AND BMCNG METAL T
14.RP.V19Wr OF SUBMTEALS OR SHOP DRAWINGS BY THE DESIGN PROFESSIONAL DOES NOT RELIEVE THE CAST-IN-PLACE CONCRETE FROM THE TABLES ENTITLED'MAXIMUM TOTAL UNIFORM LOAC'IN PART 3 OFTHE AISC'MANUALOF FLAT
E CONNECTED WOOD TRUSSES,HIB-9I-AND'BUILOING COMPONENT5MEtt ~
CONTRACTOR OFTHE SOLE RESPONSIBILITYTO REVIEW AND CHECK ALL SUBMITTALSAND SHOP 6. UNLESS NOTED OTHERWISE CALCULATED INDIVIDUAL MEMBER DEFLECTIONS(IN INCHES)DO NOT OS TSTEEL ABULA N TRUCET OR NONCENTH(1IEBE)TIOMS.OEHE DESIGN REACTIONM THE IS EOBALTO ECTIONO NAL3THE INFORMATION BOOKLET,SCSA 1-03-AND RELATED SHEETS. /TSS ONq
DM WINGS BEFORE SUBMITTING TO THE DESIGN PROFESSIONAL.CONTRACTOR REMAINS SOLELY EXCEED THE FOLLOWING: L CONCRETE WORHBHALL CDN FORM TO ACI 318 AND GRSI STANDAR
RESPONSIBLE FOR ERRORS AND OMISSIONS ASSOCIATED WITH THE PREPARATION OF SHOP DEPICTED IN THE CONTRACT DOCUMENTS SHALL NOT BE PERMITTED WITHOUT WRITTEN PERMISSION 16.5 ALLME{NGNEERED TRUSS SHOP DRAWINGS SHALL BE AVAILABLE ON THE JOB SITE //)L1111()\1&X
DM WINGS AS THEY PERTAIN TO MEMBER SIZES,DETAILS,AND DIMENSIONS SPECIFIED IN TIE OEAOLOAOI.�Q DEAD♦TINE 2. CONCRETE SHALL HAVE THE FOLLOWING MINIMUM SPECIFIED 2 DAY COMPRESSIVE STRENGTH: FROM THE DESIGN PROFESSIONAL_DESIGN PROFESSIONAL SHALL BE COMPENSATED BYTHE DURING THE TIMES OF INSPECTION AND SHALL BEAR CLEAR INDICATION THEY HAVE BEEN
CONTRACT DOCUMENTS. ROOFMEMBFRS: L1240 LO60 LW240 CON TRACTOR FOR THE COST INVOLVED IN THE REDESIGN OF CONNECTIONS FOR THE CONVENIENCE REVIEWED BY THE PROJECT DESIGN PROFESSIONAL OF PEGGED x521•"�
FLOOR MEMBERS: L24C LI360 LR40 2.1 NORMAL WEIGHT STRUCTURALCONCRETE: OF THE CONTRACTOR,STEEL CCNNECTIONS NOT COMPLETELY DETAILED ON THE STRU CTURAL TNU Bpm MDam FIIsi9neB
15.DETAILS LABELED--ON THE ST0.UCTIRAL DRAWINGS APPLY TO ALL SITUATIONS OCCURRING DRAWINGSSHALL BE DESIGNED BY THE CONTRACTOR,THIS DESIGN SERVILE SHSLBEINCLUDEDIN 16.6 TRUSSES SHALL BE DESIGNED IN ACCDRDANCE WITH THE NATIONALDES IGN SPECIFIGTON Np sy1,H YJ¢I&pys Fbba
ONTHEPROJECT THAT ARE THE SAME OR SIMILARTO THE TYPICAL DETAILS UNLESSTHOSE WHERE L=SPAIN LENGTH ON INCHES)BETWEEN-PORTS.(FOR CANTILEVERS,L IS FOOTINGS 3000 P51 FO THE CONTRACTORS SCDPE OF SERVICES.SHOP DRAWINGS AND CALCULATIONS FOR SUCH FOR WOOD CONSTRUCTION AND THE DESIGN SPECIFICATION FOR METAL PLATE Mcanse nAmUer B2)SB 4n y„�,a,Xyp
LOCATIONS ARE SPECIFICALLY DETAILED OTHERWISE. TWICETHELENGTH OF THE CANTILEVER.)NDTE TMT THE TOTAL MAXIMUM CALCULATED BLABS-ON-GRADE 4000 PSI FD CO NNECTIONSSHALLBE SEALED BY AN ENGINEER LICENSED IN THE PROJECT STATE.REVIEW DOES CONNECTED WOOD TRUSSES PUBLISHED BY THE TRUSS JOIST INSTITUTE,LATEST EDITIONs�PIBm9aa9lal syaNure
FLOOR SYSTEM DEFECTION WILL BE THE SUM OF THE DEFLECTIONS OF THE SUPPORTED NOT RELIEVE THE CONTRACTOR OF THE FULL RESPONSIBILITY FOR TIE DESIGN AND ADEQUACY OF FOR THE FOLLOWING LOADS.CONNECTIONS BETWEEN TRUSSES SHALL BE DESIGNED AND P-_saPMs ar BBs ao4vmenl me lwl
16 STRUCTURAL DE SIGN PROFESSIONAL IS NOT RESPONSIBLE FOR THE DESIGN OF CURTAIN ELEMENTS IN A BAY. 3. PIPES OR DUCTS SHALL NOT EXCEED ONE-THIRD THE SLAB OR WALL THICKNESS INCLUDING SUCH CONNECTIONS.FOR CONNECTION DETAILS DEPICTING ARRANGEMENT GONEPTOFTHE SPECIFIED BYTHE TRUSS ENGINEER.TRUSSES SHALL HAVE AMINIMUMNOMNAL BEARING wasilmpp agneaaMsealNp00Na
WALWYINDOW WALL SYSTEMS,COLD-FORMED METAL FRAMING,OR OTHER SYSTEMS NOT SHOWN IN CROSSING UNLESS SPECIFICALLY DETAILED IN THE STRUCTURAL DOCUMENTS.ALL PIPES AND DUCTS CONNECTION WITHOUT COMPLETE DETAILS.ME CONNECTION DESIGN ENGINEER SHALL FOLLOW LENGTH OF 4 INCHES is 1 R'ACTUAL)CONCENTRATED MECHMOCAL/ELECTRICAL LOADS: yyPappa must OS YaifiM on arty
THE STRUCTURAL DOCUMENTS.SUCH SYSTEMS SHALL BE DESIGNED,FURNISHED,AND INSTALLED AS THECALULATEDOEFLECTIOH FOR INCIVIDUAL MEMBERS SUPPORTING MASONRY DO SH ALL BE PLACED IN THE MIDDLE THIRD OF THE SLAB OR WALL THICKNESS UNLESS SPECIFICALLY THAT ARRANGEMENT CONCEPT IN THE DESIGN,SINGLE ANGLE CONNECTIONS ARE NOT ACCEPTABLE. SEE PLANx S BOTTOM CHORD OF TRUSSED SHALL BE A MINIMUM OF 2' NOMINAL LUMBER eleeaoetiefMas
REOUIRED BY OTHER PORTIONS OF THE CONTRACT DOCUMENTS, NOT EXCEED LI600 FOR DESIGN LOADS APPLIED AFTER THE INSTALLATION OF THE DE TAILED OTHERWISE IN THE STRUCTURE DOCUMENTS.SEE MECHANICAL AND ELECTRICAL
MASONRY. DRAWINGS FOR LOCATION OF SLEEVES,ACCESSORIES.ETC. 5. USE PRE-QUALIFIED WELDED JOINTS IN ACCORDANCE WITH AISC AND THE STRUCTURAL WELDING 17.FASTENING SCHEDULE SHALL BE IN ACCORDANCE WITH TABLE 23M.10.1 IN THE FLORIDA BUILDING
17.SUBMITTALSCODE OFTHEAMERICAN WELDING SOCIETY DI.1-1STNON-PRE-QUALIFIED JOINTS'SHALL BE CODE.7TH EDITION,UNLESS OTHERWISE SPECIFIED.
7. NO PROVISIONS HAVE BEEN MADE FOR FUTURE HU IZOMAI-OR VERTICAL EXPANSION, 4. REFER TO ARCHITECTURAL DRAWINGS FOR MOLDS.GROOVES.ORNAMENTS,CLIPS OR GROUNDS OUAUFIEC PRIOR TO FABRICATION.PROOF OF WELDER CERTIFICATION SHALL BE AVAILABLE AT THE
11.1 SUBMITTALSBYTHECONTRACTOR ARE NOT A PART OF THE CONTRACT DOCUMENTS.PRIOR REQUIRED TO BE ENGASED N CONCRETE AND FOR LOCATION OF FLOOR FINISHES AND SLAB JOB SITE DURING TIMES OF INSPECTION. 19.PROVIDE WOOD BLOCKING AT d'-C'O.L.AT ALL LOAD BEARING WALL STUDS.
TOTHEINIT—SUI CONTRACTORS—SUBMIT TO THE DESIGN PRDFESSIONALA FOUNDATION DEPRESSIONS.
SCHEDULE OFSUBMITEDINFORMATION. B. STRUCTURAL STEEL EXPOSED TO WEATHER SHALL BE GALVANIZED. 19.ANCHORBOLTS FORWOOD SILL PLATES SHALL BE HEADED BDL75 CONFORMINGTOASTM F1554 '
1. FOUNDATION DESIGN IS BASED ON THE RECOMMENDATIONS IN THE GEOTECHNICAL REPORT 5, CONSTRUCTION JOINT LOCATIONS SHALL BE APPROVED BY THE DESIGN PROFESSIDNAL.NO GRADE 36 AND SHALL BE HEADED RODS OR THREADED RODS WITH HEAVY HEXAGONAL NUT
17.2 SUBMITTALESHALL BE ACCOMPANIED BY ATRANSMRTS LETTER WITH THE FOLLOWING PRE PARED BYTERRACON,REPORT NUMBER E0225124 RATED JANUARY 03,2023.DESIGN HORIZONTAL CONSTRUCTIGN JOINTS ARE PERMITTED EXCEPT THOSE SHOWN ON THE STRUCTURAL WELDED TO THE BOTTOM OF THE THREADED ROD.BOLTS SHALL BE EMBEDDED A MINIMUM OF TIN.
INFORMATION: PROFESSIONAL IS NOT RESPONSIBLE FOR SUBSURFACE CONDITIONS ENCOUNTERED IN THE FIELD DRAWINGS. FORCONCRETEORMASONRY,SIB'OAMETEft ABEARINGC OR PLATES RE WOODPLATESSHAl
DIFFERENT TO THOSE ASSUMED FOR DESIGN. WOOD HAVE SIMPSON STRONG-TIE COMPANY INCA BP ERBEARING ELATES OR EQUIVALENT
PROJELTNAME 6. CRACKS'E WITH WIDTHS
EXCEED)INCLUDING,SHALL BIIMTIEDTO,HONEY-GOMBING.SPALL$AND 1. WOOD FRAMING GSHALL MINIMUM
BLE BENDING STRESS SH LL BE PER
CONTENT)OR (tl4"rD-112x2-11T PLATE)AND STANDARD WASHER,
CONTRACTOR'SNAME 3, STRUCTURALTESTINGINSPECTION AGENCY SHALL CERTIFY THE BEARINGMEDIUM. CRACKS BY THE DESIGN
SHALL BE REPAIPEO.EXTENT OFDEFECTIVEAREATO EQUIVALENT. MINIMUM ALLOWABLEBENDING STRESS SHALL BEPERNDS. Atlantic Beach
• DATESUBMITTED OF BE DETERMINED BY THE DESIGN PROFESSIONAL DEFERRED SUBMITTALS Co-ty Club'
• DESCRIPTION OF ITEMS SUBMITTED.IDENTIFY WORN AND PRODUCT BY SPECIFICATION 4. SUPPORTING
25DD PSR
AND CONTINUOUS FOOTINGS SHALL BEAR ON SOIL CAPABLE OF 2. PARALLEL STRAND LUMBER(PSL)SHALL HAVE THE FOLLOWING MINIMUM DESIGN PROPERTIES: -
N CTION SUPPORTING 2500ASF. 1. TIME OF PERMIT AP ALS LICAIO THOSE WHICITONS H
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NUMBER OFORAWINGS AND OTHER PERTINENT DATA BEAMS-BENDING MODULUSTRESS 2900 PSI TIMEOFPERT APPLICATION ALIO WHICH ARE TO BE SUBMITTED TO THE BUILDING OFFICIAL WITHINA L tfy h4,
0.1 FOFOOT NOSTINGAND SEAL BEAR HSTRUC.UNDERCUT ROCK AMINIMUM CF2FEET BELOW BOTTOM OF - BEAMB-MODULUS OF ELASTICITY 2000 PSI SPECIFIED PERIOD, AtIaNUC Beach COuntpl-CIUV
17.3 FIR MMECDNTACTDCTOR SHALL CCT SPECIFICMENTS.0 ATTENTION ON EHAU.STAMP SUBMIT7ALAND
TON EACH IATIONSKEET FOOTING AND REPLACE WITH STRUCTURAL FILL.
FR CM DRAWINGS
SAND PRODUCT CATH, ND SIGNOR IN EACH
SA SIGNOCESHEET OF PROVIDE PSL PLUS(PRESERVATIVE TREATMENT)WHERE INDICATED ON ME DRAWINGS. 2. SUBMITTAL DOCUMENT THEFOR DEFERRED ARCHITECT AND GENERAL
ERAITEMS SHALL R.ONCE TEDTOTHE ENGNEER Phase
COMP LANCE SA NOPRODUCTDATAANDSIGNORINITIEMCH3MMPL LSO CTIFY 5. PROOF R.ROLL REPLACES AREAS FT AREA WITH
COMPACTED
COVERAGES OFA LOADED -TROCH OR OF DDG MEROTH DUGHVEBE THE ARCHITECT AND GENERAL CONFORMANCE TOME
THETRACT DO
COMPLIANCE— TRACTOR SCENTS OFCONTRACT DOC UE RE1`U NEV TO THE RECEIVED SCRAPER.REPLACE SOFT AREAS WITH COMPACTED STRULTURrLL FILL AS REQUIRED BY THE 3. LANINAT AND HAVE TBER(LVL)SHALLBE MICROIL1AM PROF MAX MOISTURE CONTENT)OR DOCUMENTSROFRECN RECORD WILL
FO GENERAL ARCHITECT
TWITH CONTRACT DOCUMENTS, COf1SIfUChOl1 DOCUt11eDtS
WRREVIE ANDRFSUBNTTSSTMMPOFREVIEWWILLBERETURNEDTOTHECONTRACTQR SPECIFICATIONS. EDUIVALENTANOHAVETHEFOLLOWINGMINIMUMDESIGNPROPERTIES: THAT THEY ARE
OF RECORDCOFORMANCTHEMTHEESIGNOFMWRHAHDI G,THEARCHITECT 1600SelveMarinaDrive
FOR REVIEW AND RESUBMITTAL. THAT THEY ARE T GENERAL CONFORMANCE WITH THE DESIGN OF TIE BUILDING.THE ARCHITECT WI
6. STRUCTURAL FILL SHALL CONTAIN NO ORGANIC MATERIAL AND BE APPROVED BY GECTECHNICS BEAMS-BENDING STRESS 2fi00 P51 WILL FORWARD THE DEFERRED SUBMITTAL DOCUMENTS TO THE GENERAL CONTRACTOR WHO WLLL Atlantic Beach,FL 32233
1].4 WORKREOUIRNG SHOP DRAWINGS,WH ETHER CALLED FOR BYTHE CONTRACT DOCUMENTS END DER PRIOR TO PLACEMENT.STRUCTURE FILL UNDER SLABS AND WITHIN IIK OFTHE - BEAMS-MOOULU5 OF ELASTICITY M.P51 MAINTAIN ONE SET ON SITE FOR REFERENCE BY THE BUILDING INSPECTOR.THE DEFERRED
OR REQUESTED BY THE CONTRACTOR.SHALL NOT COMMENCE UNTIL THE SUBMISSION HAS BUILDING FOOTPRINT SHALL BE PLACED IN LIFTS OF THICKNESS DETERM INED BY THE INDEPENDENT SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL THE SUBMITTAL DOCUMENTS HAVE SEEN
BEEN REVIEWED BY THE DESIGN PROFESSIONS.WORK MAY COMMENCE IF THE CONTRACTOR TESTING AGENCY AND COMPACTED TO AT LEAST 95%OF ITS STANDARD PROCTOR MAXIMUM DRY 4. 2.DECKING SHALL BE SOUTHERN PINE.NO.1 K.D.(15%MAX MOISTURE CONTENT)OR EOOVALENT. APPROVED BY THE BUILDING OFFICIAL,
VERIFIES THE ACCURACY OF THE DESIGN PROFESSIONS CORRECTIONS AND NOTATIONS DENSITYINACCORDANCEWITHASTMAB
D69B.THE TOP IT SUB-BASE UNDER SLS ON GRACE SHALL MINIMUM ALLOWABLE BENDING STRESS SHALL BE PER NOS. REVISION
AL'
S DEFERRED SUBMITTALS SHALL BE THE RESPONSIBILITY OF THECQNTRACTOR.SUBMITSHOP NO. DATE DESCRIPTION
AND COMPLIES WITH THEM WITHOUT EXCEPTION AND WITHOUT REQUESTING CHANGE IN BE COMPACTED TO AT LEAST 96%OF ITS STANDARD PROCTOR MAXIMUM DRY DENSITT•.ALL BACKFILL,
CONTRACT SUM OR CONTRACT TIME AT COPY OF THE MARKED STRUCTURAL SHOP DRAWINGS COMPACTION AND PRDO`ROLLING OPERATIONS SHALL BE OBSERVED BY AN INDEPENDENT TESTING S. WOMTRUSSES SHALLBE CAPABLE OF SUPPORTING THESUPERIMPOGED LOADSAS GIVEN INTHE DRAWINGS.CALCULATIONS,DESIGN LOAD DATA AND SUPPORT REACTIONE OF THE COMPONENTS VSDN
WITH THE DESIGN PROFESSIONAL'S REVIEW STAMP IS TO BE MAINTAINED AT THE JOB SITE. LABORATORY.STRUCTURAL FILL SOIL DENSITY SHALL BE 120 PCF CONTRACTDOCUMENTS. SEALED BY AN ENGINEER LICENSED IN THE PROJECT STATE.
NG
7, SLABS-ON-GRADE SHALL BE PLACED ON A4'GRANULAR BASE.COMPACTED TO 98%OF ITS STANDARD & DESIGN OF WOOD TRUSSES 3HALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTDR.SUBMIT SHOP 4. ITEMS THAT ARE SUBMITTED FOR CONSIDERATION AS DEFERRED SUBMITTALS ME AS FOLLOWS:COMIDESIGN CRITERIA PRDCTOR MAXIMUM DRY DENSITY IN ACCORDANCE WITH ASRA D69B,AND COVERED WITH A DRAWNGS,DESIGN LOAD DATA,AND SUPPORT REACTIONS SEALED RYAN ENGINEER LICENSED IN THE ET
CONTINUOUSLY SEALED VAPOR BARRIER.SEE ARCHITECT FOR THICKNESS OF VAPOR BARRIER THE PROJECT STATE.REVIEW OF SH OP DRAWINGS SHALL BE FOR CONFORMANCE WITH THE CONTRACT a. STEELCONNECTIONDESIGN
1. STRUCTURE IS DESIGNED IN ACCORDANCE WITH THE FOLLOWING: BASE FOR SLABS-0N-GRADE SHALL BE INSPECTED BY A GEOTECHNICAL ENGINEER PRIOR TO EACH DOCUMENTS WITH REGARD TO TRUSS CONFIGURATION,AND THE CONTRACTOR'S INTERPRETATION D. PREFABRICATED STEEL HANDRAILS AND GUARDRAILS
PLACEMENTOFCONCRETE. OFDESIGN LOADSANDDETAILS SUCH REVIEW SHALL NOT RELIEVE THE CDNTRACTOR OF THE FULL c PREFABRICATED WOW)-JOISTS OR TRUSSES
- 2020 FLORIDA BUILDING CODE,7TH EDITION. RESPONSIBILITY FOR THE DESIGN OF THE TRUSSES OR TRUSS CONNECTIONS NOT SPECIFICALLY
B. BACKFRL SHALL NOT BE PLACED AGAINST EXTERIOR OR RETAKING WALLS UNTIL THE WALLS HAVE DETAILED IN THE CONTRACT DOCUMENTS.
2. GMVITYLOAUS ACHIEVED THEIR DESIGN STRENGTH AND THEIR IATERAL SUPPORT ELEMENTS ARE INSTALLED.
PROVIDE ADEQUATE DRAINAGE AT BASEMENT AND RETAINING A-(SEE ARCHITECTURAL). T ERECTIONANDTEMPORARYBRACINGOF PREFABRICATEDWOOOTRUSSESSHALLBEIN
2.t UNIFORM FLOOR LIVE LOADS(REDUCED AS ALLOWED BYTHE BUILDING CODE): CONFORMANCE WITH THE RECOMMENDATIONS OF THE TRUSS MANUFACTURER AND THE TRUSS
9. FOOTINGS SHALL BE CENTERED ABOUT COLUMN LINES UNLESS NOTED OTHERWISE. PLATE INSTITUTE'S'BRACING WOOD TRUSSES:COMMENTARY AND RECOMMENDATIONS'.
SLE
(MOM ORIGINS NAL BUILDING DRAWINGS BY MCVEIGH 8 MANGUM ENGINEERING,INC.DATED DECEMBER 10.ALL FOOTINGS AND TURN DOWN SLAB ED GES SHALL PENETRATE TO A MINIMUM DEPTH OF 12-BELOW B. CONNECTION S FOR STRUCTURAL TIMBER SHALL BE GALVANIZED STRONG-TIE CONNECTORS BY THE
(FROM
3,2013): FINISHED GRADE SIMPSON COMPANY OR APPROVED SOUS.
STAIRS 100 PSF
• ROOFS 20 PSF 9. WOOD EN SCKIMET WITH CONCRETE OR M D ONRYNAILS SHA IESSURFOUNDATIONED WO DE PRESSURE-
TREATED SOUTHERN PINE.USE GALVANIZED NAILS INPRESSURE-TREATED WOOD.
STORAGE&OFFICE EXPANSION:
10.PLYWOOD DIAPHRAGMS SHALL BE EITHER DOCUMENT I OR II SOUTHERN PINE CONFORM
WE
- STORAGE 125 IF
TOCKNESSASNOFT E BUILDING
STRUCTURE DOCUMENTS.PLYWOOD SHALL CONFORM TO THE
•
GENERAL AREAS 100 PSF REQUIREMENTS OF THE BUILDING CODE.
STAIRS 100 PSF
OFFICES SO PSF t1.PLYWOODSHSL BE ORIENTED AND NAILED TO SUPPORTING MEMBERS AS NOTED IN THE
• STORAGE OVER CEILINGS 20 PSF STRUCTURAL DOCUMENTS. <N
PARTITIONS tS PSF 12.GENERAL LL
KITCHEN EXPANSION'.
Lu
GENERAL AREAS 1PS1 12.1 E RATING REQUIREMENTS OF COMPONENTS AND ASSEMBLIES,SEE ARCHITECTURAL
- STAIRS 100"PSF DRAWINGS. Z
STORAGE OVER COUNGS 20 PSF
122 LUMBER)(CONTACT WITH CONCRETE AND OR MASONRY SHALL BE PRESSURE TREATED IN /TT
2.2 UNIFORM ROOF LIVE LOADS(REDUCED AS SLOWED BY THE BUILDING CODE)' ACCORDANCE WITH AWPB LP-2. V
• RODF,L• 20 PSF 12.3 EXTERIOR LUMBER SHALL BE A M INIMUM OF 8-ABOVE FINISHED GRACE. J
�(
_
2.3 CONCENTRATED FLOOR LOADS:DISTRIBUTED OVER AN AREA OF 2-112 FEET BY 2-12 FEET,UNLESS 12A INTERIOR LUMBER SHALL BE A MINIMUM OF 10'ABOVE FINISHED CRAWL SPACE GRADE. "I.
NOTED OTHERWISE:
13.TREATED WOOD PRODUCTS
STORAGE&OFFICE EXPANSION:
131 RFGTEC&LEXPOON EXTERIOR LUMBER SHEL HEN ACCOPRESERVATIVE TH PRESSURE TREATMENT FOR L
• OFFICE 2000 LS IN AC ORDANMCMCWI OE CAVA STANDARDS
IN ACCORDANCE WITHCCA TYPE LLI3INESERVATIVE r
IN ACC00.0ARCE WITH AWPA STANDARDS PS AND Ct AS WELL AS THE FOLLOWING U
2.4 DEAD LOADS UN ADDITION TO STRUCTURE SELF-WEIGHT): STANDARDS:
FIT(ESS CENTER: LU DER B2
J w
ROOF - PLYWOOD C9 I O
(FROM ORIGINS BUILDING CRAWINGE BY MCVEIGH&MANGUM ENGINEERING.INC.DATED BUILDING POLL PRESERVATIVE
C.
DECEMBERROOF3.2013): 20 PSF THE MINIMUM PRESERVATIVE RETENTION SHALL BE IN ACCORDANCE WITH TI1E FOLLOWING V J
WZ
STORAGE I OFFICE EXPANSION: W ABOVE FOUNGROND APPLIOR STRUIONSCTURAL
0.25 PCF
• WOOD FOUNDATIONS OR STRUCTURAL POLES 0.60 PCF VJ
(7 13.2 ALL DECKING AND RAILING SHALL ALSO BE PRESSURE TREATED WITH A CCA COMPATIBLE O
FLOOR:
MISCELLANEOUS IPSP WATER REPELLENT 50 THAT TREATED WMER33WELL NOT MORE THAN I%AFTER FIVE
• CEILINGMEP BPSF WNUTESOF SUBMERSION,WHEN TESTED IN ACCORDANCE WITH AWPA'S STANDARD TEST
METHOD.E1392. 2
ROOF:ROOFING 2PF 133 TREATED MATERIAL511AL1.BE DRIED AFTERTREATMENTTOAMOISTURE CONTENT OF NOT
INSULATION SPS, MORE THAN 19%FOR LUMBER AND 15%FOR PLYWOOD.
- MISCELLANEOUS 3PSF
• CEILINGIMEP 5PSF 134 ALL FIELD GUTS SHALL BE FIELD TREATED IN ACCORDANCE WITH AWPA STANDARD M4.
- BOTTOM CHORD OF TRUSS 10 PSF
14.SAWN UMBER SHALL.2PROVIDEDIN BYTHE
WITH THE NATIONSDESIGN SPECIFICATION FOR
KITCHEN EXPANSION: WOOD CONSTRUCTION,2012 EDITION.EYTHE AMERICAN FOREST AND PAPER ASSOCIATION.
Z
ROOF' 14.1 LUMBER GRADE AND SPECIES SHALL CONFORM WITH THE FOLLDWNG:SOUTHERN PINE DR
fl - ROOFING 2PSF BETTER WITH MAXIMUM MOISTURE CONTENT OF I5%(UNC) Q
- INSULATION 5PSF
LC
MISCELLANEOUS 3PSF 14.2 PROVIDE DOUBLE TOP PLATE LAPPED AT CORNERS AND AT SPLICES(4'SPLICE).SUPPORT
o BELLING— 5PSF ENDS OF LAPS DIRECTLY OVER AVERTICAL LOAD BEARING SND.
BOTTOM CHORD OF TRUSS 10 PSF
14.3 PROVIBE FULL HEIGHT TRIPLE STUDS AT CORNERS.PROVIDE FULL HEIGHT DOUBLE STUDSAT
EACH SIDE OF OPENINGS LESS THAN B WIDE PLUS ON TRIMMER STUD.
14A HOLES INJO15TS.RAFTERS.SMGSANDPLATESNOTE%CEEOING115THEDEPTHANIDTHOFTHE J
O_` O.1 O
MEMBER AND NOT CLOSER THAN 3 TIMES THE DEPRIMIIDTH OF THE MEMBER FROM THE END
ARE PERMITTED AT ME MID-DEPTHANIDTH OF THE MEMBER ONLY.
14.5 BRIDGING,FULL DEPTH SOLID BLOCKING,OR CROSS BRACING SHALL BE INSTALLED AT $GALE'-11
INTERVALS NOT EXCEEDING B FT OC WHEN TIE DEPTH TO BREADTH RATIO OF SAWN JOISTS DRAWN BY:SM
AND RAFTERS EXCEEDS 6 TO 1.
PROJECTNO.,2022352
nr:W0010Q DCDNWIT CCT
SHEPPHIRD
ASSOCIATES
ARCHITECTS i ENGINEERS
26560 AGOURA ROAD,SUITE WE
CALAEASAS,CA 91302
d 310.6709141 wN.s@shep-ae m
SHEAR
STRUCTURAL
HOIly Digitally5igned
by Holly Jeffreys
Date:2023.05.22
Jeffreys 16:39:30-04'00'
��\V��11JEFFRe�i
ja,�_
EtArf Oi" rT=�
DNA V111\\\\
as been NeNPnlcaOy aigne0
�eNiIJ seela1 by 2758 a,d,d.to 11a
license number 02]50 on be tleie anUla'
P_GmP using ad,t—gnature.
copes_--d-d arena
onsltlaetl signetlendsealetl. Ble
signaMe must be venfie0 on any
Adantic Beach
c.unt,y club-
elewen�c copes.
Atlantic Beach Country Club
Phase 1
Construction Documents
1600 Selva Marina Drive
Atlantic Beach,FL 32233
REVISION
NO. LATE DESCRIPTION
03-
—3-23-3-23 PERMIT23 PE
0 MITSEr
i
It
V
Z
0
COMPONENTS AND CLADDING ULTIMATE WIND PRESSURE SCHEDULE(PSF) 0
Q
ROOF lJ1
EFFECTIVE ZONE U
WIND AREA
0
Z
2SSF -251+33
Y)
Z
SCHEDULE NOTES:
1. (+I AND(-)SIGNS INDICATE PRESSURES ACTINGTOWARD ANCAWAYFRDMTHE BUILDING SURFACE,RESPECTIVELY. W
]. PRESBURESAPPL 4 FROM PROMINENT BUILDING CORNER IN EACH DIRECTION. Z
9. JOIST MANUFACTURER MAY DEVELOP WIND PRESSURES BASED ON LARGER TRIBUTARY AREAE,DEAD LOAD FOR
UPLIFT CALCULATION TO BE 5 PSF. 0
1 TYPICAL POOL CABANA COMPONENTS 8 CLADDING _ O
0.1 112•_t,D. --
0
Q
� Q
Q
U
J
8 0
a
�0-S0.11
SCALE McNWM _
DIAIYNBY:1u01N
fRDJECT NO.:2022-352
r1G/77!'79 DCDAAIT CCT
SHEPPHIRD
SECTION 013330-9TRUCNRAL SUBMIRALS SECTION O]1000-CONCRETE FORMWORK 32 CAMEER
A Ceato iwmwwkbrslabsandoceaA arnmpensale frc ane=ipnetl tleflecgon%in fomlwvM Orae to haNanmg ASSOCIATES
PART 1-GENERAL -GEN
GENERAL a mnaek ro maamam lderanas fpeci5e0 M ACI 117.
u sECTI. INCLUDES 1.1 SECTION INCLUDES B. Set..cede lafikaamb1lo-Atal,me=ifiad cmw.a mw,a.s. ARCHITECTS+ENGINEERS
A S-W Aba, l,iad.de aldewings,design calcul-Aa.diagrams,iluloulAa,semetlules, A. S.tim intluclea the design ant erectim alrmwwk.snoring and reshpeng la,est-irvplacecmaek and 3.3 FOUNOATIDN ELEMENTS
DM.mance chaos,m clalua edea.,samples,bramurec and ah.axe prepared by Oe C....,or eroeaa.es. w FDrm fwndadan elamean n and or am.[md.1-.1.aU.a mal sera,mora lmtea ere unsuitable. 26560 AGOURA ROAD,SUITE 106
any aub-clar,manuttclur.,-lea.face a,Or aiakbpl.Ad vMidtillucuate..a pari..me 1.2 RELATED SECTIONS B. Sid..of ens grade beams,foundatim walla,and Nmebclown slab.mall be twmea.
Pr'j- A. Secdm 013330-Sbuct-Suamidxs C.Maimain minknvm cev.rage a remarcing steel as iMicalee on SW Wrd Orewingz. CAIABA$ACA 91302
S,
Bm
. SubmillaN byIM COM2do,are nota pan arae Lonbed Doammb. N Sti.0320na.¢R
00-Calafl-w. 3.4 INSTALLATION OF EMBEDDED ITEMS d 310.67D.9144 wfIa@shepae.mm
1,2 RELATED SECTIONS C.Sactim 033000-linin-Place Coos., A. S.and secure A,.doad plaka,baenng plates,araC end..hilts m aaae.ce lira approved sxang wnaa
A Section 1113300-Submittals 1.3 REFERENCES maim (arae in wchamenner to prevent lloo.ement dung pla[emeM of concrete.
1.3 SUBMITTAL PROCEDURES A.ACI 117-Slentlad Spa .lams fa Tolerences for Concrete Can al,and M.nals. B. Insall xamor rate,accuralely coaled l alavaaona required and mmplym,g with tal-a-Secem 7.51
A Pn,lpme kfisl suemittal,L.Mraaa rant submit to me Design Prolesaionalaromgektl SubmiXd B.ACI301-$IdndoM Sp.acatimsfa SVu.uml Concrete. BC'X3. rtx.p„¢mava
Afaaa m end-adules tram given in Appendix 1. C.ACI 310-Butlding Cade Requramaaa for Sbudaal Co-a C.Insall and aewre is poled.equied'ml hull slerves,ancM1on,ane nail.. a.mama-n-0l.aarm
B. Sabmaals shall be accanparietl ay....A.I.kr with the fellowfng XR.maao¢. D.ACI 317-Guide to F.mw.k for C-lea. D.Insall aminuousvaaaI dwdail anchoring sluts with filler ships et'mtarsections a cm.ate a ntl meamry
"al name. E. ASTM D1751-Stabled Spe.Rcmmf,Pr.ortnetl Exp.sivn JpM All.fa C-ole Pavng and 5b ad wallsunlessA cafe-.berwiaeaythe DIA191.
2. COMactNs name. Cpnstmdaon(Nm Oang acrd Resilient Bituminous Types) E. Clean embetldad Bemsimmedialely poor to..late p--la.
3. Data aaEmhl.d. F. ASTM EI5<-SMnOad Teat McAZ-fa W.er Vapor Retadars Used in CONacl with EaM Uade,Conde 3.5-OF-RIER
Dosmpeon.aems aub-co;.dentay e-end prod,ct by Spackt-a Section. Slabs.m Wall s.oras Ground Corer. w Wher Alkaled on Drawings.placevAaa,bent.over sewer,piping.end granular eabbea,as bell coadulb
5. NumbxadPvrings end omarpednaM tlab, 1.4 SUBMITTALS .:dams,and behiml asulaltan ane expan[ton jakts x aiclewalls.
C. Provide hlenk span on eatla su0mittal for me Design Praessimays review stamp. A. Product-a:Fla-cf.cldwerg: B. Lap vapor bea..x NcnesminimU.-tallace
D.TNe type and numbx aaudnMMsf.sera Xem shxl beln ecroderrcewim Secdm0...0 1. Expaae sodas.team-faring male.. C.Oo ria lx+n.ure vapor bather.
E. CoalAI shall sired specific...lira on me suemi0altv.ytleviah.hen m.Conaatt Dawmems. 2. Concealed wraps fal,al gmalarial. fi REMOVING AND REUSING FORMS
to CONTRACTOR RESPONSIBILITY S Form hers. A. Fo.,for sidebo-las,walls,mlumnaant,at act I...ame a 50 all lh.clop not aupporwl,III SHEAR
A Contradashallmakeall submiXalsl ativana.indallalim or mnsWcean to a0ow the Design Praesaimal 4, Formties. cmrnk maybe removed an.cu be ItAd.yroo-cah.ss gdaya Fl10de9C)c.l4amsaper
suffitlem time Ipr rwlew. 5. Isvlaa.jdnr filler. pledng cancrde.Con.ae ha,to be M1md envugM1 m n.ba damage.by lomeremwal greratims and Pznng
e. eontrana ahau damp aria sign a=n amalaanpp m.wing.ane poeUaaa:.and sign ar.Teal ce[n.amps 6. Infer.. and pr.ectlmo .1alna need to. Nat alnetl.
redty compliancew requirements of Contras DocumanR.SUBMITTALS RECEIVED WITHOUT THE 7. Wakrstoo. 1. Leave k,mw.kforbasmsaffils,jmt,slabs,anddberzw=.lel.,,%mxwppmw.ghtd i T R Y C T Y R A L
CONTRACTOR'S STAMP OF REVIEW WILL BE RETURNED TO THE CONTRACTOR FOR REVIEW AND 8. P.-I.....I, t ame.p �avetl ace- c as nal achkal I.-7o pereNfs eof2B-day al mmpe.e
e.
RESUBMRTAL B. Shap Or'awings:Prepare-ey,eM sig..tlendsealedhy,.qual6adpaesci.alengineelllpo Nelwme'v 2 Remove terms only Rchores have been anon etl to prem.remw..t Ter..wimoa loosening.,
C. Comran MaIllunde AIAdlnalme,ubAiaa.finerequ aAldacu sdcesn.wnstinde compliance with preparation,atuaiing(all.,assembly ant s.apaf a tams. 9
the requhemenlz a me Camad Doaamm.;only souls reviews-by me Design Fralessimd 1-Mae, 1. Fpr exposed v.Bce senaaawalls,iadic.e tlimetrsians and lmn as I...Sons. dia.rbing ahwes.
compliance. 2. Indicated-olionandku:ionaacmamnapn antl movement jaims raquimtl to mnsWd me R C4AA..daa,IA,facesarvnaztob.-Aldinthe Wart
D. Iti,allC.ta'actoh reap-Abillly to lumish ewipmenL comerials.and lab.lm me Proj..wNy,mee3 me structure M a[[d 1-wtth ACI 301. 1. Both.hayed ddamineted,aathau damaged-1acang material are unameptabfe for
ra
aquiremenb of III,codes andaue-1 Would as wall 1101 Centred Dvcumenb.Prvpral.y Aeras a. Lmebm acroswmdnjamaNspbjettroappPvalofth.Amraed. Apply
las f-al
apadri.a herein only esUblisnamsimum lunaional aria eesmeec..neem anehisnmmnem upm me 3. Intlicalelocaulla at-tat. 2. Ppply new fomFrNeese agent
asceraa.-.-.a.ofinese popieta'.....any ar-ead c.Icato on Mut the codes <. Intlicate fo-mlinerlwmr antl lmnline lemrinaa'm cldails. C.WM1m films are,euaa,dem wlaces,remove ens ant lafma,antl Xphlen to[lose lginb.
antl..-as. 5. In0late popoatls 1l fasaqumceaslnppauall. s,shvnng remwal and reshoang 1. Align andaxureloinb to avdtl vllseta.
E. By rwiewtag approving araC submitting shop arawmg%,pod-All o,aemplea,Caro 'lar thereby actauaban an remwal. z. Dol.ase P.chatl fame lw ewos.dmn[me.wfa[ea Umea.apprvyaa by prtnitecL Holly Digitally signed
3.7 SHORING MDRESHORING INSTALLATION
represenU that he has determined end venfietl.ISold measurem.fs,fiald construclipn.lena,materials, w Comply wXh AL1310(ACI 310M)ard AC13111 IACI301MJipr design,installation,aria removelashamg and by Holly Jeffreys
.Ipg numbere,and emilarl.a and that he rias[necked antl[opdnxea mop hawing.with PART 2-PRODUCTS
the requiremenla a Ma PM..antl arae Gooses D.umaM. 21 PERFORMANCE REQUIREMENTS rcc-S.
22
F. WOMr -attsM1opemvrings,xTemarcalMforbymeLontmxO-.Aosormques,..Conbaclor, A. ConveleFortnxnM:Desigaerlpoll,,e,ad.sh..and lAace,antra.AAAfannwofs,It,ores,andaahaesi, I. DoaM.-.eahanngorraan.ireaot.1 AA.-atof-1,I ranaciac-plate. Date:2023.05.'
eh.l fol ammmaUmil dM sabmbeon ha%be.,reviewed by A,Design PPfeuaone.wax mar re.dmce wan Ac1301,maUpp.f vemwl,Ixxal,fblc and dmamklaad.,aria ronawcapnlaeo- e. Mmpldxpry eonama[epn,extene ah.ing.reananngavera atrt6dON numbmaswia 1p aiabiwte lova.in Jeffreys 16:40:03-04'00'
aefine conaapta vpnfia.rapp.arraw ameD�ign vra..aimarc[prre[aana ens nofadmsand mg.be.ppIll.w=Nre an wpDvr sU=h 1paea,apmal re.Un.g malate roMpm.roma required aUcnbeaut ren.rwnoaamame.will b.exrafdrdr loads.avdl laU[elmsge..z.....xe
seraphs with A..-Aa.xcmtim and whhaa requesting chane to eoM.d sum.,swam.time. snaps.,lines,.kei_IAas. rswano.1 Ituadenl steel reaomemml. \OLS y11J E FFJf"'
1.5 DE SIGN PROFESSIONAL REVIEW 1. DUlgn woos prod frons in essence wen APA'I'.. ek F.-al DedglCans-a C.Plans.qumce of remwal as hen,and..,,to Aail..mage to caac, .Locate amt provide aaaquak
a Design Prefeaiprtal ydu reaiew'Uanmalawith reasanade vrpmvmeaa. seise: a"AangmwppM conaWctim wane.exeeadya.ae.a a.e.nemm. R �i
B. De'igaP-ooionel's review prcmecapns refermly coma gmerzl arzangemeM and cpMomana arae 2. Design lomwpMl III deflection of conn-.acne m.a nal to X300 a rentor-bceMer spacing al 30 FIELD QDALTTV CONTROL `�•Ot:•tLENBFFYsi
.me subminals wfM1 me design.-..at of the pvjett and wfh meiapm.apn given to the COMad sulcpods. A Sp.dal ln'pacaons:019nerwill engagea[madal inspeaoq lanel[qux6etl lesng and inapecvng agency].
Dbocpnmb.Under ria mnd'Nvns]M1aultl me COMmd.cons..the review.indudelM1e 6mmsims, 2.2 I.H.IACINIS MATERIALS perp-cele tests and mIpact.a.and prepare test repot.. - aVc.92]59�I
qum.ies,eadd1ua!a...aAa'..rba..'w of-olem.yin-aa,ft-Na-1. A. Aa-Surface F.m Facing MAenl: B. Testing Agenry:Engage.qua16e0 testing aria inspecting agencylp parer.tech antl inaper0ms ands E*r. ,
C. Design Prat%sipn.'s reWew sha0 rad,agaveme Conhadorfrm responz, ray(..cors wanissrons in lne 1. F-A.anti...AX,ancl....
concede suRacea. s,Oml rape `
miXals. W 2 Fumizh in largest pacaable ado.is minimize number a jots. C. Inspa[Xon.cls ,-yF CtATII
D. OesignPMessional's redew of submiXals shall no[relieve the Camador aresponsiefny for anytler.fivn 3. Amapable Maenala:.required a-ply vith Sul...I'mi.h latlgAto-spm...Section I. Inspeg f..work lrslaape,I-olon.and dimension[a me m.c mama.beinglwmed
hvm mernpuirememsame Lmtrad Omummis unless Ne Contm.a hoz dlrectetl specific ntantlonl the 033000'CasFYFPIace Cm.de.ane as follows: 2. Inspect ksuleang concrde forma tp,shape,Imativn,and dime A.,l,.me cma.e memd. 6, <ORi ?
iaam. the Wneasubmbslpn end me Desgn Pralesalonal hes given wNlen approval to the spedfic e. [ npr.ymaa lHywmd ,-d
vauilael�o convaaflaria�le corms,complying waM1 DOC P51, E.ngfome0 /iXX S3/o
dA
END OF-ION 1111111``(\
E. Design Pmkcci[.-review I llubmibef sW act la,--ada%authaidng any mange Tome Cmoacl a as all-
'_a,C...Tme ntl 1) APA HDD(hlgatld rsity weRay). SECTION 032000-CONCRETE R61FORCEMENT .anal x039
1.6 EN DRAWINGS 2) APA MDO(medium-density w.tay);mL-rMp%e aganitreHed a ntl etlge seals.. Tbia Bem rias been Neclranically signed
w Pres..I...ls.antl mwough manna.Tal.At t,drawing with Prryed name and number,identify am 3) APA Sall I Plyfom,B-B.bal mill oiled antl edge sealoo. PART 1-GENERAL and sealed ray Holly Je%rey.,Flwitla
element.drawwug by-,.ce to sheat oumble-d.aila C.au-Dle-anls. 41 APA Plylom Class l,B-e yr bene,,mill oiled antl¢ape sealed. 1.1 RELATED SECTIONS 11anI.number.1.oa me date anal.
B. Fapodu-aSn,U,lI-ag'for chap tl1.191 19 ml aemidea.Elecb drawtn9 Nes ori raw be B. Concealed Surace Form-Fadnp Maural:Lamb.,gywoam mxtsl,passe,or anpm.apprevetl materiel. A Section 013330.5Wct.x Subm,. time slam usingarligiral si
previded to me Cvntraclvr. 1. -edalumberdreszedmal lead hvI sages and me s,de tang..fd. B. Section 031000-Concrete FomwaM gna'.a
C. Identify field dimenaians:show all al lv adjacent.cr'Neal feature.d WO wp-v Ft I. C.Fortnsfor Cimaar Cdwnns,Pedesixs,and Sul9pors:M.el,glazsfiber-reincacetl plastic,pap.,vfibxtubes C.Section 033000-CasFln-Plea Canwele. P.ede�eAeuccAcal.nt are n.
D.A copy of me mameO SWduml shop lrewingz wM me Design Prafecsioal's review clamp is lobe matNeinetl Net peau.a;r.I.1 gra��aor-pt AcIulantie%nn extaeding specified lwmwork.-tlasa. 1.2 REFERENCES sides dgnea antl sealee and me
at me jab site. r. Previaefmns aMlbsulli-a alltlO[knau-Na%1p es.cc.Aete I.-wimoul tleirAm A ACI 11]-SMndaN Spe[ifiaaonc for Tderencesfor Concrete ConsWclim and M.enals. osignave must aev.a,. any
1.7 PRODUCT DATA defomeam, B. AG1301-SundaSped-Aac-cNralC...". ele=tr.ic copes.
=u ft mly pages whim amp,AAal hark sera spy adandad protea data t-anol aa,uaAt II.al , 2S FORMWORK ACCESSORIES C.ACI31&Building LoOeftegnremenls(a Slrvdural Concrete.
ne.to Specification Semon and aNde numb..Show reference ztmaards,paten- A.FomwoN saesaone'rax era.mbetltletl in connele,including ties and hmgere,snap tie commerdallY D.ASTMA1060.51maad Speclicatim fa Carbon-Steel Wire and Welded Wit RelMo,cemeM,Plain and
ltA'octanstica,and apache%;M,bg and piping d,.gams and antral,:canponmt para:finishes: m-flanrted praduds.Da oat usenmfahnraktl wire/arm lies. Calla Lmaeb Relnfortem.t.
dila-,arc;Ind-,.clearances. 24 FORM RELEASE AGENT E.ASTM A-SIandaN Sp.,jacA.fwD.wmed ant Plan BIIIetSteal Bars 14 Cm[ya,RIforcamara.
B. Mo dy mmufact-Itandad aNemad[drawinga and Waste-to appam.t slmdad idprznaao.a ntl to A.Foan release agent sM1ag not hent vifn,stain,nor adversely aRM ansae arra....antl aces a.impair F. ASTM AT
Stanad Spelcif mfm low-hlloy Sleet Da-Bars tar Cravats ReAla,cemeN.
pacAdeth/mnatim ape ally epp0ableto me wont.Dd.e mfcamaX.wnichisndappfatol srAsequentlraatmeMsacpna.e surece.. G.AWS 012.1-Re-a..Pracoces fo,WolReimvrong Steal Metal lncarb.and Lonneceore is
C. Preva¢manufadureycpreparation,as%emdy,and inslalalion inmuctic- 1. Farmulatefmn-release agent who mstkmeiarfor steel corm-..clog mxenab. Fla.- CmcrebCa-coon.
1.8 SAMPLES 2 Irelnae agentallaaamlall Ital....plable k farm A,,mmald-, H.AWS DlA SAUc l Wel Lode Reinforcing Slee,
A B..,Nllmnge.lmmufadurabsstandad finishes except where more-Act raqutramenb are 2.5 FORM TIES I. CFBI--Manual.ra
Practice,ad Documents 63and 65.
a,a,aad,in0ic.ing[dors,bud-,ad patta- A. Pac,9Iabrkared.am-M.a,allpl,III a 11ba-ialorced piteic or metal farm ties dezimed to resist t.33UBM1TTALS
B. S.bmXsamge'Ip an.svate Nncemal.erased.asap-apas,'Incleing pare and adammem..'required III a heal sensate on lams ad to prevent spelling of cana.e on remwal. A Shopd,...gs:Comply wiAACI-S6
byoesign paa-canal. 1. F Nma vena[ortooidamdal Nosar.ani A h[25..)tome DlAcal.Posed f. N.XaDesign Praesaimal peorfodekiling reinfor6ng Seel sM1.drawings. Adamic
C.Approved samples wpch a re.paper ate may all.-P.reklln WDM. wRece11ea 2. Indo epladng arewmgs mateelel..bead..bencli�g.and gacanea. Beach
0.La AFhamp1e M01aemlBatlon. 2. m==iso s at when remwecl,lewehaes no lager lhmtinch(-15 mm)in diameter in mnaek 3. Include bastes.length.,rare.,,pedes,bar silt ties,s'nup spaog,Bent be,6agrams,bar
E Fidd Finishes:PPvide full samples.Pal at location a.ulale to Dae.ga F-imx,of roqual by sulace.be arzangemenl twee.dspices,lengtln.clap.price.,clelailaam.aanial apli=e couplers, -
moividual5pecificaa.Section.A-Ilam sample cwnplaa..Bmmad.Acceplable if id sA place may 3. Furnish riall w iNegral warm-hamar pale%to wets indicalatl to receive al.q ling or d.a11a IfwM,,g splice.,tie.acing,hoop sparing,and w,arl is conwete reiforcemeN. -
beretainetlA"`pI.ktlwak. walarpPonng, 4IN-all -tadequate se[dons,elwatim,,antl detafs I.n. 1,
1.9 RESUBMIITALS Z6 DOVETAILANCHORS acceptable. Atlantic Beach COuntfy Club
A When'Ubmabec are returned to Ne Cenoado,wlm the Design P,.erslme's msec...out Contras.,shall A. Dovetail anUors shall ansbta2l gage gelvarlaed skN ew.ail anchoring slots wfh Nler strips and l6 gaga 5. Re-oceondS.-IDrawngsfar shop 6awings is fol permiXed.Elettrenic tlawin9 Mas xA
he requires mrtectiona.Upm.Toast resubmlI....A.stt9elvanized dovetail anmors,uNess.M1.wise nakd an Drawing.. n bepmvidedlm.Cltnimttal Phase I
B. Corrtredor shall tlire.specOc aXenlim mmeresubmftalkal revisions including 0oa requestad by the 2.T VAPOR BARRIER B. Subl Aa
am from each manaa.arer or suppliersWang mat matanals me.Al requlremeNa aOe
OesignPMessio-ralonprevioussubmlckn. A. VaporbadershallcansbialptlyemNenesha..SeeArel.e.f.micanass. ASTM andACistandar-
s--cad. Construction Documents
1.t0 DISTRIBUTION 2.B ISOLATIONJOINTFILLER G Submf mllllestrepwb 1600 Solve Marina Drive
Distribute cp-luct-I snop eraw'v capias of p...dna ands on,Nch bear 0e Design A. A%pnab impega-p Ided Bleed. i-.axian joim filler shah s.!..vrim ASTM D1751 and be llbina, D.Su:n maM:1',data l.tanatle and canpramill sglcers.
P,of oars review stamp lojob al.Ale,R.cod oalcu a III AlAontradars,supWiera,.mer.nesse x""I mpFae ol-ta arjtaint,.,I...lnaiceea-Ira a,m.DrAvags. E. su5mI A:UfacI ael a.ta indaamg.I.M...reaanm.d.ims m,a..d aeneama. At antic Beach,FL 32233
vad-dna FAAentities Aum,BAAa aA.a. 2.9 CONSTRUCTION JOINTS 1.4 QUALITYASSURANCE
B. WOM shall 6........de-wimall pelormed from thc reviewed drawings. A. Prvvitle key type deal iemsby Vdanswecl jaims.BUNS Keyed Kold joint form wFortn-PJ(ey. A Coadinx.and scnedule Ina Brntly manner xiN ma Sbucfuml'eztinglMPeSero Agenry mefollowing al
PART 2-PRODUCTS PART 3-EXECUTION related Verily atef.dng sued lo,qu takt,sloosen
ae, ,end wppaM1 N0. DATE DESLRDESCRIPTIONNausea. 2. vamy ppper.enrmnng deal cpnprele mverege. REVISION
3.1 INSTALLATION OF FORMWORK 3. Imps.ao-a-I splice couplers a ntl rdMor...M walling. 2 02-10-23 OO PRIDING
PMT 3-EXECUTION A. Cala. ACl301. B. The E__Tesor�M_p AS-m.be qualifiel l a.--..-ASTM C1077 and ASTM E.B 3 03-30-23 90
Not tical. B. Lonatru.l.mwwk,fo cornrell memb.s end sWdures are.size.snaps,abgnmeN,elevadm.antl paadon sang indicated.
ce lirtdtzaAC1111 an0l mmgywimme5urace FinisM1 Oesignalionsspec6ed in 1.5 STRAGE AND PROTECTING 0533.23 PERMITSET
END OF SECTIONSeam 033000•Lash ace Cmcrele'Io-as-asl finishes. Stare rofordng¢eel above Brand so mal f remains dean.MaAul sleet sura[,,hes-males and
AFP.- C. Ltmfcmwete%"F,'rtegaarNazaelallawe'. datings a-might impair brad.
SUBMfITAL INFORMATION AND SCHEDULES t. SuraceFinish-1lea.a IAcall sD,l,al.mm).
a. To be use0 on canveta suRa[es no[expose0 to vlew. zi MATERIALS
PROJECT 2. SURI, Fish-2,0:ACI 117CI,.-.Windro..m,. 21 MATERIALS
Fabs used on cravats wnaces exposed to view. A Delmnad rallacing deal hall ceMomto ASTM A615,,mark SWCWraI Drawings la gads IGrede 60
CONTRACTOR 3. Surae.Finish-3.O:ALI 11]Cla%s A.ll6 Tomo(3.O mm). minvnuml.
a. To be usetl waere noes on me drawing.fa armhecMally Rnbhetl cmerete. B, ESSO ted Mrs labnc aM1allcmlprm io ASTM A1064.
CONTRACTOR'S ADDRESS D.LonsWttf6Tns tlght maugh 1prevaNla]sotcvn.etemwlar. 2.2 ACCESSORY MATERIALS
1. Minamize jams. A Anneakdz ao.wirernxlb-IO9agemW....
2 Exposed Cmcrete:Symme.ully algnjviMcin forms. B. Bar authors shall be plastic-apps.steel Class l bar s.pports-mg,.CRSI Spenficaoons,Carvel.Inch
E. C-aud-Acus a..or easy,ara vuf-ou,M1ammenng or prying llpinal[m[ttte surfaces. may be use ..ppartremlacamaA to obtain pop,de.a-Tran1. arm.
PROD.MANAGER PHONE L) FAX L) 2. Ft-up
forms larUndmedlz.ces sleepeN,�mfS ria lntal torn-.1. A_2.3 AAPLIT ER esp4cers shall be capatleadev..ping 125%arae relMortlrng slat ASTM spedfied mirwnum
SUPERINTENDENT PHONE LI FAX I� F. pro fol uf.ru..an'3. beed,Ikx la-re,ors,vl Omer seas%ones.for easy remwal 9 Cantoace naacal .Italt he cpm d
la-re,..Cerin. pression splicers sna0 he me mac rypa su pres,im stress is transmittatl by en
MOBILIZATION DATE G.Sol edge lama basses,aadiM.mediale.creed sAp,f-Ift to achieve couied ells-and slopes ba a ng Mld In ancen.c mora..
A Tnbhed m=N a.-I. 2.1 DOWELADHESIVE
PROJECTED SUBMITTAL DATES Prpviee ane mecum units to wppor screed drips A Aclnesive forreiMordng tlawdzkexiding wn.de shallmMom to ASTM CBB113,Type lV,Grade 3,CLA55
2. Use oak.-ql bmplales or compadinglype speeds. w 8.S C ex NX gal t-and epoxy content.Aebe.ive anal comet a a two romp-at adhesive synem
FOUNDATDNCONCRETE SMUCTURALSTEEL MASONRY H.Prwa temporary opeangsfo-tlan.b and inspection pots where ltnenor area of fa--is ineccesstale, conned in side:by aide pack.*I cmne..d k e miimg non)O-m. I,ly mixes ma mmpmaaa ash
B REINFORCING tie 1. Cl...openingawimpanels BgM1Oy fittetl to fomrs and seemly bmcel rp preventl.sa[mvek v injecled imp me hole_As As anal nave P.laoo ICC Evaluation Semieea,M[Acapknce CN-308 far
long term asap and be speci0allyappmvetl for I.to vac4d emeses
SUBMr1TAL DATE SUBMITTAL DATE Sl DATEj. 24on.I,e�e aadealla.,of'inlmeady mspiaocsloatians.
CM1amkr exknoAta, mtl edges of pen A?.uoy expoatl co-1.l-al, Provide 3 12 A..rater.all amens. 31 FA FI
ECU ATION ON l�a1�s9
At onjch. ovefaplams onepreviously placed al-a..lessman cinches. 3.t FABRICATION V/
5fe PNParation 8 Fabrialw I Ere.w N. Farm opmirgs,dnases,o/fse6,sankages,Fwways,regleb,blod2n9.screeds,end bulkhatls repnretl in the p Faonate steel in email..aim ACI 31B and CR51 standards. Z
EquipmmtI.DoAleon OuaMiativns Wok. B. Bmdle,.At.Aecal a Bameal bars..A.icantlin9 clears It,Tlyemballed in conaeta le O
Concr.a Mlx Design MUor Bd18 1. Oelemines¢es and locatimshan trades prwieing such hems. pemfted,unlesssmaecally approves Design Pmlessknal all checked by Teskn9 antl lnsperAm Agernyla
Embedded Bems 2. ONein loom approval of Arthhe.prom.Imnmg openings n.laiatetl on Drawangs. wa[Ys.
Ereceonfl0etag L Coa-A,Al Movement j.Ac: C.Wala.aly as.6akl.Perron weldbg in accordance math AWS D 12.1 and.AWS D1 A.
Fauncladm Renfacing 1. Condrv.ldnv true to Ona nim laces peryentlimlar lauRare plane.cmcrete. D.Tag rant aI,INe(IremyldAr caa.. A
Drawings 2. Insall sv sberglM1 and appearance of cvmrete are n.impaad,xlacmmsin.c-las 3.21NSTALLATION <
approve-by Design Pml.aa... A Baa.IF-I[an-.,neap relnto,cem.M e-11a p.tides antl matings. U
3. Placejoiate parpendimlar to main reinfomanenL B. Place,auppoM1 antl secure reiaprcemea.genal eisplacement in acmrtlance wiln ACI3lB antl CR51
4. I-a-FAU,ler beams,Altae,jda..and gliders in ma nidal.All a spare. dc.Do mr devise ham alignment ameasuram-, U_
WOOD ON,j.abin 9Ad a minimum distmce of twice the beam width soma beam-gide, C.Plece.nerala bear reMorremmt support pa.".l main raia-lm.M1
aIII A. 0..-walle6vive..larcemanl in longest pa,coade length.. U
SUBMITTAL PATE 5. Locale horzmuljainrs in wells rail raumns at underside aflvars,slabs,beams,and gi0ers and 1. Laateweldetl wee labnc in metra Xn0 vl slabs amass dherxise rase-to clawing%.
vp.footingsorfioorzlaM. 2, clap mem.slap plus Two in[hasH%Ids end mtljnNs,p ,tlaps.adjAnmgsnaA.dens W
6. Spacev wa¢mal jotaltmlla par S,-m 033000 Caz:IrvPlace Cal- lop e_cF,L.ousl.aa a .A,mAtan.Lace wenaps wfM1 w'ves.
Tensaes atLacaleloims baIA.,i I.Aab lwMwaBs,near[omen,antl In cmce.etl locations 3. SuppO pacingchagn..xcead2fA,L
where possible. E. Fumlah ant nal dow l armact-111 spies lout-ecdons 4 walls,pdamn.spa pars b pem11 Y)
RemaMs'. 7. Prwidecrosvucroajoin.Aachane aim ACI318. mnanuousrem cement aeeve1--1 It a.-Ata......
& Provide 112incMticep key type condrv.im jdMs.end.eacn pacemeM fo,slabs,beams, F. Maxtain cw.an0 klerenasin accvrdmce with ACl ane CR313peofimllns,unless intliraletl..alias on W
M Imtings.Bev.bans iw easy remove, Sue-,Drawings. r^
B
. Remove lose pa.c.,and latency I-turesnal
py pang the next 1..CNp me I..ce 1.a G.Preserve elearenea between bloat a ata 1.man Cinch,not lea,-one bar diameter,snot etelass man l-13 V,
_ aegh Vlcu t m axpme sound,.vete. Ames sae.larga aggregate,wmichev.is greater.
COMPLETED BY DATE M.Provide lempaary pros or openaBa in...want where r.ryiretl bfedlXele cleaning and inspection. H.S.wire tie.wen antl..raved imo co a....n.towed AIA-le rx Io sur-
1. L.Fato a.ma openings A-.A of va.c.forms,m irunnzpmme laden,l a-na%Nng 3.3 INSTALLATION TOLERANCES O
END OF APPENDIX 2 Lloar tealammpore merkngswanX MNSn panals,flush aim thdae face.film,,and A C."''Y aim ACI 111 lar A-llxioatoleranas.
ryporh and g g 1111LICES 2M
all adwilco.beapparem in exposetl mncrela'uracel A Do n.splice reitdcanual cgla,ioo[..m B.-Drawings. W
N.Clean f-I.d edjaa All.c..receive rmrxek.Remove drips,won,s-A.da.and.her debna B. Sl-'plmea in aweAloa a with ACI 31 B.
ustb.ore placing concrete. C Te.-couplers may ba aped and Atualletl io ace-acc aim mina clureh spedfcaeons.
O.NftUAja .Ad bracing L-.Dledng mnaere,as required,[.peventrnata,leaks and..imam proper 3.5 DOW E1.5INEXISTINGLONCRETE
m allgnmmt. w1-mw..and d-al edheeye in aaddance lyra-aft.a Urer...Aeadool . J
a P. Co.[moa.ureses alma aim IcmmrNease agent ampd-Ila menuladureys wren indm.ions,bore B. Minimum embetlmmt 11100 man be 12 bar diameters,unless at.othevwtca. U
pa Rgtanfomammt.Dv ria aOow excess corm recess agent toattumulMe In forms a coma m rank.with
cm Aefac.....al wfi,ch hem con-will bs paced- END OF SECTION
Q
D
0-S0.50
SCALE:11
DRAWN BY:CLW
PROJECTNO.:2022-352
a
n91l34)r]4 DCDRAIT CCT
A H"weONerrNTAefe S SECTIONB51DOD-STRUCTURALSTEEL 2.10ADHESIVEANCHORS S H E P P H I R D
SECTION 033eee-eAST4XFLALE CONCRETE E.Water PONble ecmpyirg w,s ASTM C16021C1fi02M. 3.8 ENVIRONMENTAL PROVISION
F. CIear,Wa.bm.,MembranesInning,DlsslptCUMgC.mpwntl:A5TML3%.I—1.ClassB. A. AdhealvnenmM �el�els�atd: ASSOCIATES
PART 1-GENERAL G.Clear.Waterborne,Membrab,F,meng,Ne,da.w.g Luring Compound:ASTM C309,Type 1,Class B.meshed 1. Pr'-d-.poli..nnconcr.smi..NRt.exwedl7d%r.sFM.han. PMT1-GENERAL l...,eom..ing NASTM MI.Grede A a ASTM A35,ainc Iseenan
1.1 SEC TION INCLUDES by c...I mmund mababs a rto nes I--wM bonding d 11111.verngl. 2. Forms,reiM dng.teelaMwbmdeahellbelogged,,a 6,k.dw hcsdw,[..pn.r,ownade f,t BEC TION INCLUDES accomance wi.AS-8.fi 3,unlessn"d"M1ewisem Ue Stmdural Dnwings..tl
A Sedan inddef Gest-l"1Gecanade wsikmemead In the Cm,mad Dlcumemaw ot,erwfss re.".far Amer H.Clear.Walebme,Memb,al-ening,Curing Cpl.po.M:ASTMC309,Typal,Clas5R,101.25pm.t..ids, In Steer- A. Se.msicen I...onane,ed.ndab.wrel.e.lindw.Oin Ne C.bad.o-men,1.1o.wine 2. MedM1aive conlominglO ASTM C001-02.Type IV.Gratla 3,CLASS A.6,8C.cep,get rima ARCHITECT54ENG ENGINEERS
gmgd.else w- na3,,penno.v-d by ruing camp...dmen.fi-e4 to n.imealere whh bonding V floor le,aring]. 3. E.wtlhen" .madth.emene.placa req'nm err maer[enple5m dare wrath. and epoxy canteen.Aaneave snap Lm.sl datwo-wmp,nam aanearve snlm wnni.a ma, 26560 AGOURA ROAD,SUITE 106
13 REIATED SECTIONS I. Clear SglveN-Bome.Membreno-Fortning.Cunrgantl Sealing Compmmn:A3TM Ct315,Type 1,Class A.Must ,, Mdslwlllg shall commence as anon as on,suRaces are firranen and shag mminue for 11 least 1.2 RELATEDSECTIONS Ilp,leparYagin9rnnn.t.dloamiA,gnol,be,lhthaoughlymixes111ecanpon..ta"it is
A 5ed.n 013300--moral Seb-al mad LEE.V-1.11,Organic Cabo^regulations. seven lays. A. Seen.013330-Sbu.Ural Subm..s. injedad Bre,01 net..Atln-,shall have passed ICC Evaluation Services,Ill.Acelptance CALABA$A$,GA 97302
Se..014525-Stu .lTedg?lnapedm Agen[y S.rvill. J. Clear.Walebane,MsmbGmaFlnwh9,C-9.it Set Cmepeenn,U+N Cl 315,Type 1,Class A Must meal B. Cold"'ll""
"I'm R. SecU.0l4525-S..unl T..sn91ln.pe.ion Agenry Services, 2 Cn,a&3081.1.ng lean creep and be speeinGely a,,i I,.sato.clad..es, d 310.670.9144 nrIl.9@Shepga...
C.Sed0n OS10w-C.naele F..wmk. LEED Vdaale Organic Cemon regdaU.s. Prgcedae applies wbanaNd.O olmore Oran 3succeszive tlayame average dally elr,emperaNre 13 REFERENCES ELD ELECTRODES ,ncs,s
D.Bed.n 032000-C.nu"e RaidaremeN_ 211 FLYASH dnpsb"ow40dag,.0 F,hllh,handlNy ba.50 de,inal---NanlnenaHdanIII-ober A. AISC-Ced-shnderd Pr eeba Ste"Bulldogs and Bridges. 1tA E-70s.n.Nwhy&H enelewodasshdlwnfdmto AWSA5.1,A5.5.A51].or A5.20.
E. Semon O]6200-NInSM1rms,G, A. Fly Bsh shall be Claes F fly ash will a loss on ign�I.,d less Nan five percent.Class C fly eah win a less In pend. B. AISC 3-16-S.ndam Spedficaim for SmIdunl Steel Building.,t SS Edition. B. Propedy store ii-ndas to"mon,flux gwTby.
1.3 REFERENCES gnmondle.fen.apareen,inawonlanc.wflh ASTMC616. 2. Provide vMb break or heated.d,bar,N prod heahly paced,.vete. C.RGSC-Spedfim0onfe,Str.d.al Joints Using HIBIFstr.ngh Btrhs. 212 PAINT aeasn.m0a
A AC1301-5p.cbcaUm,f,,SWCN 1C.ncr for Buildings. 2.12 ACCELERATORS ]. Oumg wmg entad wncrde wild pdyesNene sM1aes or instil.InB Bankes for al lea"seven 0.AWS AS.I-SperJfi[Me,la Carb.n Sled Eles-le,to Shield Metal Arc Wem.9. A Oxide p.mer.ell tandem to AISC Speci6clb0 Code of Stand-Practice,and SSPC Steel Snud're .A3 m.n.y..xu
B.AM 318-Building Code Requirements la-meal Clna.e. A. Nen-,None-Gaisama sha0 nemom to ASTM 0494. days. E AWS A5.5-Spe,nwu.n he Law-Ably Sled Covered N Welding Esdoees. 0 Pabong Man ual..Nese emseste,l a se. - -
C.ASTM Cat-SMndard Prd..In Mating antl Caring Cma"e Test Spedml-the Field. 2.13 RETARDERS 4. In no lnslance shall Ne concrete smperelure drop blow 50 degrees Fehrerhat arta to,mppng F. All A5.11-S pacdca11,1.,Cab.Sle"ElecbOd¢sand Fluxes Nr SuWm My dAn Welding. Painmm.shellbe(reedleadand[hratnaleandahalrcamplyv h5Wa la dFederalvdadlea9a is
D.
AS
C33-Smntlard SpedbcaUon la CmaeleAmregales. A. ReNrders sh"I conlommASTM N94. }arms and rrnhobg Ne d.eNre. G.pWS A$.2D-Specific.on for Carbm Slrel Electrode.for Flux Coed Aro Welding. cmpwn(VOC)requiremems.
E. AS_ -Slandard-l-Isendfer Cinessm ve Sh,ngmdCy.nln"C.. .Spedmens. C.Protea wham.hom d,ng antl axcesavelmpereNre Nr No lost seven days. H.AWS p1.1-SwdaalW"ding Lode. C. panrl pnmersM1"I be compatible wM Rnsh w.ng.
F. ASTM L94-S.naaN Speafication lo-Ready-Mixed Concrete. PMT]-El{EGUTION D,Prd,d imsh c.G.e mom rand. I. ASTM-Slmmbm1Sp1eFnaDmla SImd SUi 2f3 GALVANIZING
G.ASTM C130-Ssntlam Teal Method la U.Weight.Yield,antl Air Ceaent(Grevmet,e)d Cen-a. 3,1 HIGH-RANGE WATER REDUCERS 3.9 CONTRACTION J DINTS J. ASTMA123-Standard Sp. ,,6mf,Zitrc(Ho4Dip GYvenized)C.,U smlronand Sled PmduUs. A.
Gelm,,d=.gshallwnformto ASTMA123.
H.AS C143-Ssntlam Tesl Me me fir5lump G.le he.me.Cmc.e. A. Higl,reg,ms rehears aGn,be addleatd.sage recesmondae bYthemanel,uml.The slump ef-eenc,ele A .nram Design Profeste net's IPp-1be}^ration dor entn jush K ASTMA153-Sanda,ts-wsmfdr Znc C.bhg(He1-D.p).i,m m1SbaIHahI. B. Galanseadlembs.andwaaherzinaworaenc,w ASTMA153wM,us.dtocmnectale"membm[nd
I. ASTM C150-SNntlab"Pa" 'n for Padand Cents. .h llbeonetofouri.cheIllmsfim.Ih.higl.r g.wl.reduce,,,,dld.Dondpami,ltesheenavete B. Dlnmplace Injda,Inhametlflom,wmp0.hesleb...,se.wdis. L. ASTM A30i-Bantl.O Spedfiratim far Caton SleelBolts and SNds.60,000 P51 Tensile BhengU. re spec?enN be galahzed. an
J. ASTM Cll2-ssndrtl Practice ner Sampling F hh,..an Cmeele. m asrle 9ren Intlh and MaVic OCN,aI BOI,s,SNelaM Allay Sla.l,Hen Trialed,120 C.Expansion an[hors or adhesive anchors spwfetl Nbe galy dell shag be mecM1anically galvansed in
[melding auperesstldz,n t0 come in crosd aM hash c.ncrde rad c.nthining superplasU'era. C.Race c.N,a.onjm'dsin slabs-ongratle as indwletl mUe Omwingc. M.p5TM F3135-SUndieO SparificeUm for High Strength,Shu
K. ASTM CIZa-Slannam Tesl.e.odle Air COnentllFra.hly.I.etlCm[re.Iy me Vdummlc Ms... 3.3 ADDRON OF WATER AT JOB SITE 3.10 CURING CONCRETE .in-lo Minbmh.T - g.. mesawns. w nabc,w;th ASTMB695,C'ess65.T..1.
L. ASTM 0230-Seedem Spedfica0ln lar Flow Tad,or Usein Tests ef Hynraulc Cement. A. Pres,b lh0[kmslndicmingnembendmixwalabel hdd,,that"dlplanitweaL loaddmncrete A Obtain Deai9n Professimaf,-1,apar^v"Iai^r1oc.,n,,oncrdefwi^stallal.....-. N.ASFM A500-Standard SpeeMcadm for Ldtl-Famed Welded and Seamless Cab^.Steel Tuhing in Rends and
M.ASTMC26D-B-denI3pe�c bir1- IniimniAdmies.-fen.-rete. delivered.Wakrmaybe-ad1.mehatenmhitoes ffi.ne.mumpmntation.abbrnmmlmtione'me 3.11 PATCHWORK AND REPAIRS SM1apes. PARiJ-E]tECUTION SHEAR
O.ABT.N94-S.Mam Spa-I for ChmiGel Aem-ntsft,Ceuna,. m shim,.....led. A Nddy De"gra Profen.Idenydef.sv,s,e..i codadel.hepaNtredo,repair..Rapatr.dp.chddedve O.ASTM A501-standard 5pecifica9m far HukFwm,tl Welded aM Seamless Carbm BNd Smec 1Tubing. 3.1 GENERAL
Cfi18-SNndam edficatian for Fl Asn ane Raw or Calcired Nanral Pazzolan/or Use ase Mmerel B. WenrsM1al rad be amen to Ile bald afler,m repair.onsite leseng has baso paf0m.. -n,-gra,-..lnefa.ver...s..,..Il...Il dibe erleadlden.- llainillesa Nen. P.
AS A563-Enneli i Speeafiratlons fa Carbm and Alloy Sleet NuD. Fall-es eep aWMral 11,11 In se-danw wNr AISC SpedfrwN and Caen d Stan Radice.
Q.ASTM
AdmivluninPltwdCementCmerah. y 3 PLACEMENT OFCONC0.ETE earth s.
..AST.IS.-StandardPbIfe,PepalydDim.,,Wand Unwat maaset d pG"ve .Coanngs. B, .ma,.edgnPrdessi...-aSmI-illTesdo98nspe-IAgmR,atI—48h.-trill be'em
turddeel R T R C T U R A L
R.ASTME1155-Smhdm Ted Mem.dl.,Determining Floe Flamessand Levelness Ua.g Ue F-Number Syme,. 4A. Deposit Genoa's as Rear es peen.,.final F-en m prevent segreg.im en wbaet.. 312 JOINT FILLING R.ASTMA992-Slnd.N$pe ,,bmfar31..I1 Bbudwal Shap.Fw Usein BuildFg Freming fern-en and asefion.
S. ASTMC1315-Standard Sp.llbmfsi Liq,,CMm a,F,.ing Camp.d,Having Special P,peb..N, B. ..n"usealuminim..,pmeminpladng.dfiniahngwncrele. A -pm,dean,andinaalli.,.,.II.M.-w..e-....-d r'slx-inshucti- S. ASTM Fell.w&andar.Spa[Ifitadon for HeMenetl Steel Washers. 3.2 ANCHOR BOLT SETTING m}alas wiM two nusa to sewnin lace
Luring and Sealing GoncMe. C, FNace Wck.netl slabs Nr parfismsinn9ralw.lfloaslaM. 1. .eferjol.filling..,c.-Ialas.g..I....r....s(al.m.nnzfewmh0.-so,..e, T. ASTM F844-StandaN Spec bim be,Wiehers,Sesel,Pet.(Fiaq,Unhaneml for General Use A. Pm,aa ampate.for ae"rg andlm bans.Position aesin-ells by using to p p
IA NOTICE D. Rapare placeofdepmh,mi.,convey,plaGe,andl.,,m teinaccea....,ebh ACI3D1.d ACI31SWdlem. exp...areas) U.ASTM A553-Sam Sped6cationa fe Caton and Nl.y Steel Nuts. pnwlo gacemanleco nate.
A Notify Design Ineessi.ml antl 3e C Te-ollnspeel-Aosh,dol less Man 4B hours pnr to alas,, before placing concrete. 2. Do.tfilljdnta..."""'n""'T"pema..y cease d. IL SSPC-Si III=-Painfing Memml. B. Ib.erect sl."where andebdln.s x111 rad have lull threads.
MWAIM
eimE. Cma.e Placement B. RanavediR,d.tris,uwcu ngs,cunngwmpoundz,antl.a"asfr inj :1.,ve onlaclfacesoljdmsdeanand 1.I SUB.". 3.3 CONNECTIONS
T50UYWTYASSURANLE 1. Before gadng concrete,veri,thalm-lemon dfamwae.,.mlacemed,..le-ld Items,and vapor dy' A. Conoba Dai Pbar...lentil pinto delealirg smeet-lsteal shop ire-91. A. Prwitleaminimum dwofaaenars al eacM1 bolrcd connepim. �-
A Smeem.l TesungnnspaL Ag.ry shall perfme me f III quail,reload seem. m wmge,and Nal rmuinein.pede-e-ableed. C.Ins.Isemingidjoimfilla.Ild.Minsaw-adjd..ana.Ieaal2 inane,deepen......,met B. Reproduction of sWdurel--ge for shop drawing.I.rad eammed.Dec 1.dawmg files will rad be B. E,s fUt...,are lubrimend pne to i^aWlatim.
1. Exabnmelnaete inbek-Idylhat-Relli,pnrspopedy-le, Immed.sly FH,w =teplateen.b,mapedvap.resn.ledamage.ddmden, D. CverfilnjdM.antl WlLemb filler Duan beim lop diles ane,namening. p-sed tothe C.baell. G Promina high sms.omh.i.cane-enam....mance wBh RGSC Spe elfil.for Swdurai Jaime Using Hie,
2. Pes.maslemptestasdeamednacazsa,.r...Denml.lead.R.m.I-tar I,.dTixl'res inss,,ben.ane.pGrdefemv e,-e. 3.I3 CONCRETE FINISHES C.Submilsh.elw,snermema. shings,Ball.uaingdA5TMF3125Bdis. Digitally signed
n added to ths, .e.Ne.'.6:.perform seal slump Nes sal,ED adjusenems P-a-himllua lntp.dandvapamardarduring-beepl...men temblIke A F,m e,sneelein,selemes-AG301. D.ShopnnwingzshAd,MyiMiwle Mepr,1,.,baes.ASTMG,de.spacing.andlw.onsdae emenees ail D. .n k,xpansi^nandcoM.a .nwhenmedbea,s conned be eiseee,ways or wncrde I"IOII`I
3. Conavtetesbrg:ObtainonewmposBe sample(vr.a dayspou Ifl,N,,nretemlxlI s.,.,rs maga seas le Work progresses. -she.o,Nslabs,fl.ns.s and levelness 1.1aranttsall-,mmpond to FF 25IFL 20 minimum overall for member;including corn ora gas.bannedbp.ings,a es eM types ds"encs, ..it.1 ldns.S.wre nine be bag,.E.-Inesemrg.(D.,Bread Iem A dd.el.) J by Holly Jeffreys
e wdrn 5w d.lusoneaam.for eachaa?i0na11oo- 2. be,
.p[Umagmd.24hwnpiorlowmmenc,mmlof.--. omposite.all meUbad,aWes and FF 17FL l2 minimum for.-a-d-I floc section. dineiming laseners�cambersmerW Ne numba,lype ane sparing dthe needed shearcmnen^re- 3.4 FASTENER MSTALIATION Date:2023.05.22
N n um,detain 5c blaive strengM1 1.1,.,.a.rano...,-.per ACI 318. placemen. C.For mneme dabs to remove wood fl-lo.-1,to flamsis and I-less.idermess,hill,ennespendmrc t.FF E. Far bedded.tis en elemem.tlesignn bylne cmha.or,whmit shm en.ngs end[al[ulatl..sealed by an A. Brits shall be Ws.INd in hetesdt,e c.nnec.n�ntl brwgMNs.g sgM c.ndison.TgM.cmneden t,1
4. EllecamPoems.am".is.,..NoI rslmdaNwretlspecim saMmteld-I.-ned 3. Donoladdwdatorano".d.m%delivery,aP1,11 s,eordumlggacomeM..IlsseppM.v by 45IFL.D ,.numwaallforcanposiledallmeasanedvalue.andFF301FL20min'anum.,a,ndvidu"floc engineerlicrosMinln.prlJetl..I.. pro9resairgsWAe..IlylrvmrhemoslrigidpaR......d..s.lh.c.n...I..,n,..er....Banol Jeffreys
spwinens par ser re canpe.,ive. ,pi,wU..Fe eacM1 eel molded,-bra. Abtblbbnmw.ng,Let meinexceed be amoral indicated pro lite cmaete belw,ry,dL I..... F. Per cgm.nly,sub,,bwdsnwel.,pmeseurw ser eacM1 tyye.wetlw„im.z.d in accedanGe win .hs. 16:40:30-04'00'
slump
On 11 add w1.11...at,after adding high,",oral.-NaUdngatlTne-shmi.b.. D.-..,t dad[onawdon.0oonthagbefld,hetleoan FF25, Appmm.E I Me AWS St,c I Wading Lade.Satin nabfien ircenGe forbedding B.High.-91,bd%imle-shall nave a hardened washer moa the elimanl tamed In lightening. \1111111177/
b. .- .. 4. Be.rete,tsmplingandpl.cl.gc.n-.beat,,..,ead.at Project sb,subj.,mb.mbbad E Farshoredem d..FL.I..sdonotapgyifslabistestadafnrshonngisnmoved. cmwmabinfmsba as. C. Ins"I"im and tigNming dldla shat mNdm to Ne RC5L 5paMcaSon lm SWduml Joints Using HighSirengin \\\\`y JEFF/////
Ural...'. ACI 301(ACI 3D1MI,bet net In exce..e an.1haimbal an lle[ ldlddlveryUcka. F. Slabs,11 do net meet 1,11....anI Walm-,mans ah"l be repaired*,,placed. G.Maintain..I-...ofwmll-.e.an Nal th ern"-'pled...a the..Pf_s . Bets ' RF/
d. Temperawe,.mbient antl emaete D,1%dd wee be cmcrele cher ad-g Mgh's'll water-reducinga beeesNmixNre 3.14 FIELD QUALITY CONTROL e d H.Mainsin.Gmffudon.fce cm-.Ge Nathigh..eog bol..uppliedmeatnespedlrcatlom. 3S XEADED STUDS �3 10EN" "S%
L.e.b..plat E. Ceposil Lmms-b-ne.,In bee layer ori.hanz 1l ayers ef...ta.embs Nat be new comae A SpedaliblesseemsSp-heipeneh,earfmfield.ssantlinapedms aM pe.relesling an iwpe on I. Submit wrsfiwtivn ms,msfabnw,or antl..the reghaed qualificalims.Dlabnc.ormwlhave an hnep.OeN A Headed.[tier shall la wdO.In ecromanre beim AWS Ot.I. ��
/. Myp,dinente-abb'..-das.ddg,.n.lw.a...N...I.uW,e-,dc. I.P'.sed.wnne,Matheshardenedanw9hb caw.seame.,planes.1w1ness. ,pees. ting agency 1.sees.fabri[a8onasreqeiedby.esespedfieafien,selm'hme.meendm1ificati..mme B.Lo te.neadudsdneNywermewebdbeams NMgelas.Nan0.31rrchestnick Ns.82TST. 1!=
8. Repan in writing,es dhecRd bythe pesim PM.siOnal,on se.ama Day}nal tesla an pesometl, suction rand.be paced cmkmwsly,pmvke cmamdon)dmis as indica}.. R Engageagt.etifietllasting antl inspecting agency to peRam terns antl Wapecfim end to suhmbrmons. ntlryentlmlts.le.1lery. C.Tieminimum.e.,.,a M.hallbe6Eiamelmatong.elingnud.alaxis..ebeam.d4dim.m _*rr
Re d[I save strep nsss shall wn.in lire r'ed itlen.rwtl.name and number,dand OeP0zn c0nwe,e to avdd sagregatl.n. C.Fa a[nlwdd"iverea,submillhreec.piesdb.mtldwory ULkett.e -gagancy,indicating quanfy,mix J. Fe early approved beenttN,Nal is exams horn Special lwped.ns d.hep fans®sow and imga^e.eom rse N In.longs.0-1 sus.the beam. - .4 C a
e men ed crate testing cont nezln ennlm.ond c Oep."'_aaleinlloa 19eyws"Doom radNexceed Nmwom aadsn pras.naz.it in m,aemixbres,dee,,.no,agmga.saed..gnal,.memdesignaumpalsmedb..i9 an proc.-a in acceeance nith Section 1104.2.me Bt.iking Code,..mal-anGeloys C,bdeses ef D,nWhere dbebls. d,hear,lad,m,gdred,begindouderowsateache.d.ls.h,am. _t4TF:J
placam tnam 9 genry, rete g wmpra,avestr g 'mdwatermatc.b,saa..P Com arc'.Provideco dfabnatortce.6c..ebuildin dewaluas."e,iw"re d J
ner"e placememin-N ,-..ismlxpr.p0.mz and Ream..w.pr...I ensai erenm a .ria to avdd Wdinea Gesbb njeim, amro ro].d she, psn pia 9w pan an E Rm.veshielss.fler welding.Alas. 'i'�.I, : P/�_
and-a dbreaN. d.m Con.lido„plebeck..,dethmoch.iwleebmsngequimentinacwndanc.wm ACl3D1 D.olmpedio febmRme1agwIb,.e-im.re.I. 38 EXPANSION ANCHOR INSTALLATION /F LORJG '
B. The,
cmcrde plan)shall be Lefified la codormanre wilM1 Uerapdremenls dU,e NeOmal Ready (AC1301M). 1. HleBel hh,and"uds. N. Submit rcdRrwuan Mal Ne aecnr meets Me H,NIssd qu"iDCTima. A. Install N i.ead race with beembdmrs rewmm-dentin. ///�sfONAL Ea\\I
Mix COnade Ass.c..n. 1. D..at us.vebhabrs to marspa cmnee-ale tams Z. Versosellion 11 use of requked design mMure. L Upmreq'e.-bmb-antes0nsequsnmandp.cadurwNbe..edbyms.eel.ed.. B Mm-briembedmen"hallb.�q.11l 4.Seen,.Neinclrardiameter.nle,en.e.h.,n. // \\
C.The Snr.urel Testing llnspedion Ag meyahallprwid..pedalinspedon....,ireaby Chaperll.se 2. wviGamrsveracal1,.-eamlyapacedlawtlowlonpidly 3. Cmamepl anetit,I.dud,ngconveylrgarrtldepo.Nng. I Ma bus. -rinslallalion. 3.I ADHESIVE ANCHOR INSTALLATION 777111111111
buildingcde as reputed in Sp.-.n III 5'. panar"e gaceblayer antl et least 5In—(1 So mm lids preceding layer. d. Cr.B p. -Mg I......e. N.Mandntee, seembeMabbnsfaradhe.ive a--sense . 0. Install m acrom-Geis emblef mer,recommendation. o.a31.3
1.T CONCRETE MI%DESIGN 3. D.m,iw.vibrates imolowerle,m INcmcrae Nal hall begin to lore plaaedly. . Verifiralandconrx _O gth basis rm...I V shoes and lama man beams and slab, O,QualiOwh'm Oat.:FlrE .,menu.-Gar,F-se.b.anginen,lana.....tend te.ng.gancy. B. Minimumembedment"etlbeequal,.4.5hme M.andlo,diametrn.nl.s.nded.fawise.
A Ell iah,ann,s and tlninprepwli.s in ec-b-a,[I ACI 318,Chapter 19 and 26 fa earn wncrde 4. Ne.M1iwenm.limiltlmtim INvibretim to timenwes.ayN cros.litlale Generate, E. Berm Plant Inspections:One,..domhbGs.asdab.sRdby ArenNw 15 QUALITY ASSURANCE 3.3 WELDING TMsitem M1as been dedmn.afty srgn,tl
trenglb need m the contra.dilamos, omgel-Imemml,Nninacemant and...=itan bans wbhoe cewing E. C.v ITests:Te.fingdt.p.z Ilmplesdfreshmnaet,o i,eenacwmmce wM ASTM C 1T21C 172M A. SWC,IT.*,gVlnzpaiion Agencyahallpe.Nef.lowingqualdyrelantlhems: A Lmply..AWS DIAStrucNnl W"dn9 Clan.Use Fal...aeI weld pncedurn. sealed by Helly Jeffreys.FlWae
B. Suburb lemma mix sailors.Include lite follovmrg: ..s.en.t."nagae, shall be pedamel In acwmance wfm Ne fello.ing.,Romans: 1. ...rBds Lm r. acem B. Etmen,.MnNms Mrere 6fldweldsNminas at ant or sloes.Reams ala},be continuous Nradeance door license number 02TSBm me dale an"n,
Type arra quantities.m.beles. 6. .ep.sitandcu.id..e- .Nrfl..rsandslhsina.0n6nuau-opaalion,.,in"Ths. 1. sting-q.ency:OMainme[ompo,betampls Meamdayapourd,,&,mret.m,W f.r MMIrb.1ts¢e,c.0g- .and.m.e.nsh.tbeve.dpn t p anl. less.an..emss.e bemlmd aIle d me weld.
2. Slump cans enjoins,time}placment d a pans ot.,ml.n 1,.,,plate it.0100eubic yams per Section 1. a [menu. C.Cmple P., a.jmn shallbebackg..g.dto.wndme.Ibe,,s,,ecmbsideswdded.rhave114Inell dnad.P.,m,H,,d digital
3. meant a. On nm place, .Boors and simm e,a mil-neaN sept..... When f'"..nydustingp ibesfewe,nan Bvecmp,,v. angUws Nr.ad 2. Wades Connedms ,.m.dgwh,36x11,sbadongbar.A .e h0lesarer,qus.d.Fillbgaccessholesisn.rpuind. nm,.tl d esdmaddwmel and not
4. Frazh unit weigh Consolidate conmle aurmp placemml operas.ns.......Meia t,.rvugnly wonted aro.. ilea mixture.te.mg,nell be c etelhen al least-rendmly see ed b.chaze a. lispecden,hall be m a blame with AWS ssuaurdl Welding Celle. D.R--..I.,mad..d.p.er frim ean.-Int weld metal, nm,.-d erg..bed sal en tie
5. Aggre9ales sie......se, rddoreement and ems,embedded bena and into comers. a.m.U,'e,ff fewer Man five are used(REVISE TO 3 IF PROJECT HAS LESS THAN 50 , Wsealy inspect ell field wddd e...ea,met,Vi"ual imp.Um d weld}joints Udedea 39 SPLICING osignetwee.-ic cvoe.,dmany
6. De.im mnpresaive drengtlt c. Mdhilebasfaceme-pm.on be Mans daring mm� plac„en,, YDB OF CONCRETETOTALI p.otlec.xa IaRep. A. Spite.R�eersonlywhae.m iwtati,messaulSrMzadm w.ng by lire Design Prdazsi,me. pas.
T. Lwafim INgacemam in,bu.u,e. d, Screed slab s..ces wM a smaamedge and spike...elms..-Ines, 2. ._ASTM C1431C143M: Uttrazgni=msme 100%d ere canplme p...on welds. B. Pmvitle In"plate.a[bolfan Bange,plice.wd.w,beam sgrces w dgerm,dess-
blmhmdmwmen. a -.1 emaals,m high..s,.dfig low Ras. One lest at"I'll ef pitenmem for eacM1 cornpmile smple,IUs rad lesso,"one test lar Raviewappnved welding mttdraree Verify Use welding pecedures ere being adhead to 3.10 GUTTING
9. Memotl of curing I. Slopesurle..unbmnly to orals where ngenmL can days pow"earn'em,..mixture. I eunngfield welding. A O^n.t use flame w.ng,,b,, demsudets auUorbedmems^g.
tO.Seven-0ayand 28-0eycmpes-iva dengU¢. 9. Begin initi.floasm usin�bull Boats err moble-mlomaunsom end open-I,xureO solace b.cPadom ad 1I tests when centrale c.sislenry grpears to change. 1. Verity weln.qualrfic.ianz. B. Re-entrant comers shall M1eveeminimum ndusdmeinm and be Ree dnokhes.NO[tlles antl gouges resulting
L.C.nttde supplier sol zubM"c sen ns that me m"anal,used Red applicable A3TM Spe-asee,.i. ^lane esetene, 'N,eaw aappeasen.s.... J. Sump,Pa..
C1fi111C1611M: 3. Bd.ce,ections Imm flame wrong sM1allhefnishenmasm0dh appearance. F
wignsnewnem'3bgm tie above wilib.rajeden. Do netU dismb slab-Races before starting Bnishms,operations. One Nal al poin,dpattmenl for each composbe.ample.but nee fess m.one ted fm a I,I pecpe.end enethg sl.be in a[wmance win RCSC Specifi.bon for-Gil Join[. 3.11 MILL SCALE
D.Limilam[en,.tlwl melena1 sub.f.e.it concrete mu design: 3.S TIME LIMN each day's pour til each me-se.I.-. Using High-Slangs Brill. A.Remwelo. millswle. .�
1. Fly ash(ASTM CSUI) .14 A. DapOset-,-In wand bee and ms-hall hours after me., s. a. Fedorm shlfional leets when cancreee e.mistency appears e,en.lit b. Phor t.casual antl physicalseating,I-mr,tering wmg a calkrafian dsvia.eindic.e 3.12 BOLT HOLES
2. las Cemem(ASTM C9691 W% ,B FINISHING FORMED SURFACES 2. Nr-seet:ASTM C2311C231M prersuremdn.e lorn.mal-weight contra.,IASTM lenslons al haat SX In excessdse AlSCmibnum.StrucMal s.el erector shadsmply k Cut tldl.,punch bees perpend.lar,mad wrtaGe..Do net enlarge hole,by-g Del a pun.holes in
3. T I of Fly MhpM Slag Cemen,40% A. Aa-Gest Susece Finishes: .173/Ll73M volumeWc mend,IorswabnlllgnMel9n cancres]. me lanavn rasaaL.device. bemng pates.Remwe bum.
1.9 BIL 1. ACI 3015usaGe Finish SF-I. the elbeestexsre imen-by frim-.Ling m..nl, e. One 1st f.r.m<omposls.amde,but n.ticsssan mous}hx earn day's pout.sad c. Test a minimum d l0%es se baled c0..dons. 3.13 PAlNTING
0. .esigncdn.aew.hamasim.._'INfivem.es. PetrneoidsugenIna^1-112i.hes(38mmlwN .r1/].nch(13mm)de.p. a 1.6 FABRICATOR'S QUALIFICATIONS A. Pint zeeel Ualia n.m[ased tocmcrete,psaer,0raprey,dfinprodng.Do n.shop aim in areas to be field
B. Haaumpgben sen Bveinmll,deslredftshlb,achl,,N,lthahighi.gewa[err.ucer..ssignme Remove pnjemems larger man l inen(25 mm). 3. Cancrete Tempa.ve:ASTMCIOMCLePIM: , Bte.bethemer mall be Gesifi.by tie Whedun$bill-.151.--mim(NSCI-immy cw.U. weldne-1es15-C-.,lip...,..e.-,a...-[onuive.pedalfinithes.
mcr.e orb withanigh Hoge we.r reducer slump dam ane meambindes pew aminus lite ane mrMl Tle hdesdonot,,01mitenng. .tie lestM1wdy wh.nair.mperamia40deg F(4.4deg C)andbeswlr.0s F(2T A Program for C-anUm"Stan I B-ISP, B. Frddpainl..-.ered...I..hasb.,n .1Eede..is-.....-conne..nsh.v...n Ug.-..
cineT1-1i-tilumpaharhigM,nge water rea.e.are ede.ah"I be eiEbI Inches. Surface Tolaance:ACI 11T LIaa D, begC)antl above,and one test Lima[,Lompmbe.amm. B. Fshneem,n"radi6ed by me AISC Guafy Cannelton Program.hall been sbnwtl.dmLeibaes and laMeeted 3.14 GALVANIZING
1.10 FRESHUNIT WEIGHT Applylo c.ncret.ACI117Cil xpwetl to pudicview]slnsenlmatims>. WeightA MC13Bfnshmnweighlofs luralconcrd,,ASTML56TIC56TMhes ,B ...noted aitl inspected o, ..-.Is antl Special lns,eaemn A9ane,co acted by Ue Ovmer. A. ..,v.-e,hlengI.Uatsupp -...dorb.lb,g,.neer.faewmg....heb-I.. Club
A N t.0 a1haveamUh.mtehs tdl4DI.152 eU 2. ACI30t B""""Finish SF-2.O:-ca.centre..xunim-.dbylsim-facing..enal.mangdk wdgMdeauaunll,W-Ighl c0ncr.e. Paymemolthe,tests.dinspedf....hallbebynefabicala.T,a,anbinspe.onssll.Ib.m.omdby B. Gahan'zeenveonmematlyexposedsteel,tae.amplemarlr.ic"equtme.abelconyaupp". 0 t UIOU
w.ghtc 9h P omen ands memcalma.ner....inim.m..eam,. On.le.flea.crop.snesampl.,b.n.lazasanmeleflfsie,ddaYIP-deem AWS Ce.fiaaWllamglnspieon,rellI'ell,nRYd-dural.teelInmeprgectsubmiteePe-dme C.Twchupweld,..data.i..mgAv.l a,,,b,ni.,,a.mcewi TMAT8D. Atlantic Beach CO rlry
1.11 AIRCONTENT
on an a Y, amNar.. insp.timre hs peri des.imal.Ther done ins don la.enable se assn
in.air wmmtis nquiras to wnaas placed in tie lames-1. pleenv d'lager man L4 ind(I.mm)ora..lR In.(13 mm)dap. [oneen pmslol gra. pupose pe glnzpe.vn 3.16 REPAIR .dare pairgalv.n.i,glo.mply Phase}
B. Provide enoainea"relbe-per-bblelilt-I exposure emeg.y specie.en-1-ml dmvnngs. b. Remove pejac'ona lager man l N i-IS mm). 5. Cmi,essi.Test Spedmens:ABTM C311C31M: t agenry[o vasty Ua4ln genael,ser.tial is beingt.rinat.in aemmarge wbn me Cona.tDwum.ns.A A Galva.¢.9uriaces:C as when galvanIIin9ls tlamagetl 0rmisainq.Andre
Tolerance In air commies dasvmdshall to al-1.5 parte.. Palen be hetes. Cad artllaberaayw,efeb,FlnN(150 mm)by 12-incM1(300 Rent cylinder Spedmens or nimum of one trip per week is recommeMw.Tb.flrslalp should ba.madul,d at me Rnlrequiremem fa wyn ASTM ATBO.
d. Susa[eT.ttance:ACI11TC.saB. eacM1composite.ample.11lesen9Mge^ mmr.e,,.u.e4i.hby8ild,iy deme, Inepactiar,M.,��lntl MCChepts,17Cane..estg^Pro lGen.pnwtoilell,-.I--.'-.-it B.TaudwpPaindng:R.'i...S.bp..g.,hsb.1-Honailepalnlrepatrtsencl.ded.,N,.$ecUm.Tmdrup Construction Documents
1.12 WATERICEMENTRATIO . L.SIUl-TeIsm,..:AM117Chi,ee,mees(exp.seempublicview,](t0rattivaanbledfinish,)(.r elcWUdr,erberequied. inapectlmsshapindunelI,following: poen,may se,-trema,9buill"isimmediately and-el and in-I.-...-mitre-be 1600SelvaMarna Drive
A WATIE CEMEnts.hall haveamadmum waercemenl retia d0.50.unless,gln omervnse, to be covered whha coaling o,covsn9m ase applied...y N cometh]-'-.nl.c.an">. beaGasl.0 mt-.a^dfeldwretw.5tl^damcyti^d r"pecimansf.raadc.mpole Examine mi0leI repro antl verily sal malmat bring used is me same le tie mill to.rellmz. permanent paemp
B. N,.Ir,,Ie .nn.,elm,n,mh ,aveam.xim.nt,%,c0.50,inmens nlI ohms 3. ACI 3015udaceFmesh.ATI'F-3.0: ampef.��va�.0n-acesredo}hfo,f.-blibshwilbene l.IDELETEIF 2. Review melalies,o1.writeenwdtlingproc.eass.Ve.,ths.the falm.- IdhBpowd-a 1. Iim-ba" .,-.-,deanex,.s .yeaswirereprinerisd-.a.dwm¢,.g,andpaint aflticBeach,FL32233
C. C.-se.smenta-In anagg-N.,nsament(Expwure pass F2)sM1ab be-a maximum oral-.-I a. Parchodds larger man l4 int(IS mm)wide or VIIn&(13 mm)deep. SHO RING REMOVAL IS NOT REQUWEO ON PROJECT) are nanglogow.d.V.lry lit.w,lamere cadnd ods,nem papers and mat May demmsmN nilh metme ma al esu-tllashap paining Ncomply vdth 55PGPAtla,wdnng up shop
0.0.45. I. Ranove antecties.ger man 1-0,l3 m.). - Cad,inNal-re,.dfidd..l ,�,d„tlayinser,pectmensllreeme.^po , P-n,.&.,.es. pained.udaces.lm
1 Be11TTAL5 c. Palin be Idea. serape fordo"u...comate.trengU.t.mdpw4Nwi.nmg.(DELETEIFPOST- a. Ob-e-nigh UnIngd,bolting mmhu Verify U".hopmauli.on m high aren9s bets wm.m a. Cleanandprmares.sawsbySSPG3P2.a..oldearinglrs5P.5l3power-Nal REVISION
13A SubmBawn[Te,e mix tlesign as.pedfloe clove for earn typed c.nadeinWdetl in me beak d. Susace T.mnce'.ACI 11T Gass A. TENSIONING IS NOT INCLUDED ON PROJECT) 1.AISC spedfiwti.ns, [leaning, NO. DATE DESCRIPTION
B. Submnacenficasm Ram sad bentsamurer or suppliaatating that m"eriala mast the requirements of the - 1pc..s:Apply t0 cmaal.-sa.ealexmsed es seethe view.]Ito receive a-beel Mish][1, 6. CsenzeeStrengt,Tess:ASTM CI-IoM. 4. E..-Fiera mpard0nle[mpm.penetration pins.Ultrasonically resp,m 100%enthe 2. Tleni Pnming:Cle.Nn9shem.-p perning are apeafrad in Sedan D-Go'HigR
ASTM and ACI stantlams relarene.0. tole=:,Ahecv.ng or covering material apple d,ri.dy Ncmueul<Insen locations>, a. Fr.meemse: cmpl-pe-blenwn's'. Fesomance Co.ngs.' 2 02-10-2 DD PRICING
C.SUlmi,mamfelurel"dene-lbding Product Oau and 11 Inson'metruaims ler the Nll0win9 hems. 3.T CURING 1. Tatbe,I-r"aycuredspe....sev.bay..mtwospectmens at20 nays- 5 Examine filletwelds lw p"t,rse ladle.neon,pathei antl antl rekms. 3.1TA FIELD OUALRY CONTROL s.'o 0}3023 Soil.COs
Mandaeur.s Dae shell lnclutle se namedme mandadan and daledme pu.ic.im.Ml manus.urars' A.Begin wring procetlues lmmetlietey loll0wing se cenmmwmentdmeBnisling operafion. Fou"""'"enb"I"l"d.razarve. 6. Examine steel member for lamella eanng.3pll rnedrtl.ensions.ehole sizes. - Spedel lnsp.Ja to mRsim mefdllwincp s�eciel inspedmzUazced.ce beim specMwson .014525 OS23-23 PERMIT SET
ea.shag be mainNineO.the pipet}she byre caneacNr. B. Preeil hesIiy,I.e. creta mom pre.l-drying an excessive elltl er h.lampahne- 2. Ted lwomeltl-wretl zpeanmslorrm-leftortnawaharing.D"eNhe T. Examine bohed areas fm bwra. 1. Be-Cennecsona:fzpe b rrn comed,msin accaNane.ons RLSC's
1. AtlmixNr.a 1. MatMain mdalure los a be more man 0.21.aq.fl.x hit Wsa m.I).La-I.ed in accordance beim ACl n"eminee by(amw.M engineerpertheir Geta.soda.(DELETE IF SHORING 1>ERELTOR'SQUPIIFICATION 2 -Sper.ratim lw SeuduralJdns Using High-Strengs Bols'
2. Curing Retinals 305.1.)before.tl Wmg6nisM1ing opmtims. REMOVAL IS NOTREOUIRED ON PROJECT) A. Eld.rsM1"I be e.perimcM in eredng swclural sysums simelark[mpl,dtyl.sis pllect as evi..etl by 3. Wanted C.nnedm Visuallyeeped meld wale-awomanc.whn AWS DIA,
]. Joimsea6g Roane. C.C'nn9 Flmetl surtacn:CompywM ACI300.11ACI 3110.1M)ea ldllwa: 3. Ted tvnfi.1-Genn sped,nene p...lo-tr.ssin9.poet-.naming.Dale be be 10 comp'".projects, a Ina ,til vsualinamden,%al and ilsped III wdds t^awomance wM AWS DI,
. E.mnsion ms filler , Cure timed-ne,s.Ra.eeind.dbg t.Merside ef beams,supposed al.s..it em,semis, b"embee by port-Iensianingm9meer par Ueir wlculagons.(DELETE POST- B. Ere..rs"M1aveaminim-d S years expenann in m...d0n d.maurelssdania an NSC LeNfietl antl me laBowirg inspedron procedures,al tering agencys option:
S.
Phewng empwnd. "'sates. TENSIONING IS NOT INCLUDED PROJECT) Am,me,se SleelEra.el 1. M,getb:P.lnapedo ,AST E165.
5 Bmaing agents ll Lure wneMecpdaning mea pgmants in aw.manmwiU Ldor pigmad manusdmYs insovdms. 0.cmmzsi"I"InnBm last anal)be tie average lsinpreaaivesgmgt,from asci INlw. 1,0 WELDER'S QUALIFICATIONSQualify pr.cetlures and Oereonrelen ewonance xlt,AWSD1.1.Subpm9rapM1 Z. M.gnetic Parsdelnspacsm ASTM Ei09;peRormedmrod pass and on
BNmareminebril,w gNrioa,mda.en.lem.0..nn,,-s, specimens.buin.man aamecmpOsbe Sample set Nsted al age inelwtetl.tt4lnd ly0 b"ow applies[I'Mgh-salami[ap011Gefi.s,'(whm R>3)ea defined In AN51/AISC 300. finisneO weld.Cnds axme.of ln[ompes fwlan sip.ebaUon ere nolaccep,..
PMT2F'RODUCTS d. Hremovmg lendshel.rem wring penod,crosn.ecuring or rernaindadcuring period,a.ldlows: nm,,lndm-,e ussdit shag ba fiom a tel ef na.specimens. A, Wetden and welding.,.I-penmen,w.A.n h.I.-.ge,b...mt .'wdas sit.pass the 3. Ultraso"c lnspeeten:ASTM Eltl
2.t MATERIALS s. CO.nuws Fogging:Maintain lsndmg waltt on wncre[e shv(aceunUlfin"sellingdconwda. T. Whend.gmdfielbwreecNindeniales.man B5p.rat.L.mpanianl.or.ory let .pplemanslwdd:,,u.11-a-.,Eg,aarequ,,dbyAWSDI.B.FCAW-Sand FCAW-Gshallbecrosidered 4. .le"B2phiL lnspedion:ASTM E..
A Maldalt designated by speak marMadae/s.as name s..eppil-e. bjec,1.-alian.ons be q'alhy b, Camm-:S.,ain I:essinlcmae,e simace c..nwusly wet. cylintlas,Cmm..r.M1all evaluate 1per.ms and provide[omMive pr.c.uresf0r pr.Ming and aeperate pocesses l.r wel0irg pena.el qualacasm.
Mpa.-anceindre.edhy Uema.lacN.,. -.ansanaeped(,calma.WW...ab,-..adadaerd Abswpsve Corer.Pre-penabsory.v.m.tosabetoreapPli-s,o applyaild...Iwlalo .ginyse.'shaete. I9 STORAGE END OF SECTION
ash march"sans me a.inand are.pan ef..I.sp.elesean".Upon-east eml.ee.nwtim mem .'_tve..,.He,to m.maen LmcreN s.Race--tems"Gen u SmenW. eamwnaeu,..,..illbelass%,n ffl,lry11119,Vlnylheew^sec.ve A, Ste,t 1.1.O g..ndbpe d.,y..essfainspedm.did..c.on.Sored."m msenand
anti,.durarwsupptiathatm,tnA.d..ignaunby.f.ra.lo ASTMand AClsunaamah,mthe d. Waver-Rsu.m sheering Materials .,expned-ea sed-,e,iU shentsi nebanal. 0_Usava-..'bb,s equal or exceeds spedfie mmp,essme e,S.,and n.wmprea-ive- packagedbe.,inam.nermatpovid.-pr.edonagni,.iconladwimdelelatwsmatanals.
requiremanls dNese danmrd. apin9,err lapprg seams, .trengh le"tvalue falls bdmv sig.,I compressive...o by mon Than 500,1i(3.4 MPs)H
2.2 CONCRETE"i"'I"'a"X Memh,,,I,mWg GnngC..'sem:Apply.nHwmly In w.n...a opmtlm by power spiny ape,"ale n,ohneeve stal i,5000,,1 r.S MPs),or nq lempn,law,a la,tell value--less PMT2-PRODUCTS
A "'b"conn..trengn.indiesad an the structural Drawing.. .,roll.,:.....Mance wM m.ma-r-,eaten insh nz- ..10 Vemem al sp.-b compressive snenoth H sp...wmbabia.slrengs d gre.er sen 21 ANCHOR ROD
2,3 CEMENT 1. Rem.areas suhjea.heavy rainfall mmin Urea boon aftttlndli appfic.on. ..poi 134.5 MPs). A.Manor roll.shall, .N ASTM F1554,Grad.3.(.less n.etl nanneve m dnweng.)and than bee
emshalcmfomto ASTMC150,Typal.unna,.sdO wise.Usemebnnd.ly. 2. M.nlin-ftS,.1 waling antl repair damage nung wring psnM, 9. Nm[Ie.-.T-.n:impact.mmersmmcape,.-.n.ntl..W.iv,a.kemeybe headed:o..r mreades--.d...a leevyh..,g nut.mebotlomd Uemreaneeme.
2.4 pGGREGATEm D.Curing UNmn.Is.daces:ComplywMAC130B.t(ACIa001M).zfll.: p.-.ad ly-nott.en-n.lt.sed al adebasisf0rappemnit. eje.an-anmre, B. Pmvitle two ham,h...I—dna al me base d Ue,.ma,tin tennammg to ASTM A5b3 Sell CGeis one
A Fr aaggragaasoar I,-I.ASTMC33. 1. Beginwdngimmesi.elyafterfini.hin9c.adn. 0.MAO..Tess: pial dee erbetween enmoming.ASTMFB44,Provideonehe.ag.n I0..1h top Geispatewash.
B. Como a"o's"gravel or=shi a sone shas t.mom I.ASTM C33,Class 3M.She cmrse a99.9ale in 2. Ims-Commie Flvvrs: MdisOnal ening and insp.dng,al Contradlrs expense wig be,e ld to netemi. listed blow.sh a e
wwde-wM ACI 3I B. a. FImbae.Recawe Flo.,C...bn,,SSb,n,ein Ot,.5e.0n.:Gnome M1asopdon.me L ble-efnal....reedigm.wek-G,le Oeebilemens. L.Pri-allr ind,atckplM.wasbas(34nd x3-lnd)mbe,dNp.leal washmon base pl.es beim lversezee
2.5 WATER Ilow,ng: b. Car.td.ri...,Inme Wonnaliesir.p.saneinspectimsind,.le.n.cmply he,,,en.me.g l0 ASTM A35,^Ness noted en-se o^dalsigs.
A Waler.net be p.aN.and hie.daHeriwt to ember.in noel-b.with ACI Sta. 1. Ass-Tuve..v As soon as eshmete has eumceenl ad N Nemo.,}lean w beim-C.ntraa0ocum.l.. Z2 ROLLED STEEL WIDE FLANGE AND WT SHAPES
En
2.6 AlR ENTRAINNGAGENT Rams'_nmu:.Z,.,insull-we0entIlle its-r-al-as -file.. B. Measure Ile-lesel"me-s ane levelnes.ina[[waancawim ASTME1155(ASTME1155M)wiebh T2hw'.d A. Rogedatadwideflangeahapeash.li...m NASTMA992.
0.
Air enlrvnirg ag.lm.Iromom NASTM C2fi0. i. Lee edg and.ds.mesoptive coo.ndleas sen l2.m.n.(3004nm). [mp..n d8mrfinlshin9 and promptly repos led results to Ardilee. 2.3 ROLLED STEEL SHAPES,FLATES,AND BARS,EJ4CEPT WIDE FLANGE AND WT SHAPES
2.T WATER REDUCER g. M"n.In abem,N.cover el.sam-d.antl enplace,Nr demtim.curing pend,hit noes.N.seen days. END OF SECTION A Rd.sass shapes,pstes.and bera.e.ceq*site flange and INT slrapes,.nall mnNm m ASTM AIS Z
A Waarrdu.ngage.""e"Nm'AST".. 2 Mlizue-Retaining-Lover CUlh,C.-eabmae surface.,li,m"aNn-repining 21 ROUND STRUCTURAL STEEL TUBING 0
2.0 It WATER REDUCER ver 1.etinng..I-.,ten.in widest p..i..e..I..1,sides--dlapped at A. Ronne sV ,a ,lael NW,g,halc.lemt.A 5.,Gnde C,46ksimiN..myelddreng..
A High-range-a,reducers bairemle.ruera)slag rmlmn N ASTM... lead 11men.(M.mm),antl.eaatl l"tibeprod lap.or,dluw.. 2.55HAPED STRUCTURAL STEEL TUBING L
2.9 CHLORIDE Immetl.telyrepairany solea or leers tlunng curing panne.using cwerm.dal and wauryreal Npe. A. Shsped,ouaural Steel Nbing beat emfam the ASTM A500..,.be C,50 ksl mining.on.smengh. r
A U-nodlaidesufanyfmninconcme, h. Core far not Inas man se,an data. B. HamRENGTH washers mallcmlmm to ASTM F436. Q
210 CURING MATERIALS 3. Ponding er-Im. B,nb.,,D ef Wmer Mouton c. 11 s.R 'cmtln-sly 23 HIGH-STRENGTH FASTENERS /`
A
Ell.r..n RemneeWtN.O e,m.m.lewlarMmforming,ma^u.c.raeforapplic.an Nhash,o,,.. wet Nrn"I.ss.n..r.days,.dl,ing One,wac.mbin.ond,n,fdlowfn9: A. Higlssb.gsbetssh,Uc .to ASTMF]125Typ.1,120Nsi.n.edon Ibe SmrcNral Dtawi.gt. 0
MsepsN.Cove,.AASHTOMIB2.Gas.2,busapd.0 .d.romju,.a-.,wei,.,a ndm.ery9 Water. B. Prwies3 ee,h minimum diame,a bole.,,,I.....ad adleeise,
0a.s�.y3(305,Isq-m)when." a. c..ne.s wm_o spray C.Ha.en..a.washers sha0 canlem to ASTM-S.
C.Mas,s-Retaining Corer.ASTM C1 T1,,elynaVen,film/.lappdyanyl-sham. i Flwnto Receive Penetr.ng Lpuid rear Trednem,Conn.-he,ms.ie me f.lovnng: D. Sphllb,pe tension control bet.,,pain hammed wazhera and eueubte.I.are an a-eplaNO alternate design /�
1. Cela. 1. Aeaepivec '..Ms......naes has-ul6d.ns"to p.mB volesmanna bdl,as.mby. 0
a. Am.e Temperature Bek,50 deg F(10 deg C):51,de memo,111-11Uda1s,Iwtall prewetled absorptive cover over.dile aha d a-, E. Don"use l.d i-Ing washers.
b. lvnbi..ITempmlule between 50 deg F(1D deg C)antl BS deg F(29 deg QI:My cos. I. lap edges end.ntls d.bl.Eve raver..lea man t2 intoe.. 2.8 HEADED SNDS w
eNT.mpera,Move 85 d,g F(29 deg C):Whbe. n Maruti..aos.psve cwerwatar s.uralea,and In pace,lar du.1m d curing pmol,b.rad les}men seven days. A. Heatletl send dud"sol wnlm to se requiremems of AWS Dt.t.
D.Curing Paper.Eig.feel-(2438-mm-)vase paper,con"ssng oMwo layersdllered Nnfl pap.laminand wM 2. Moisture-R"aUanB-C-1 Curing:Cover mna.e sudacas wM mds,ursralaining B. Provide L4-Inch diem".heatletl sleet studs,.leas n"ed^mem+se. ��/�1y
t.u.e coating es a.pn.h- D._bar Gab",*,I...plated handiest siedicable wills,wit,sides and and,Appeal at C. Provide h,mneesunl cenmtc.c shield Geis lied. v/
,.as,.inches(300 mm),and sealed by e,aname-tape or adhesive. 2.9 EXPANSION ANCHORS
mmdiately rep.,any holes si G 6rs g curing panne bang[ova,m.anal aha wasrpn0f tape. A. Whoa.-and.rs ml nave tem w.l.'tl by me ILC Evaludon Smlcaz,Inc(ILGES)alAPMO that m w
Cureforeleaamanseven Jaya. ES(LES)wbh a,bli melevau.mrepel.Mm es stall be I-lU.,C by ICGES Awson,..Gena 193 and las
c Penning.,...nuous BXineingd Wats[MamlabTenae aurfaus,,-bbsly esp.cA Il,.Gieled for.ein,keel cehmle.All enchosthat}be approved Nr ba.gwind and seismic W
we,ler I.less sen seven day,eniting.be.Ir a c.mbimtr..d,Me fallowing'. Dads.
D
W..n 0
In ,,. L uws wafer-lo can Fl^esNRecdve Polis Finaeh:Contr-lentepsonof-1.1lowing:
0 1. Mamsve Clver.m.mn esc_.ae las-.dent set to peens apgicann wNson M
Nng Genome-Race,loci.I F-bed absorye,a[over over entire area dfl... W
Lap adgaz and ends dabb,"ti,cove rad eras than 121nchw. D
I, Maimain ab-ml-cava er se-Lie, din place,l.r duration dcunng Pend,bN net leas roan seven day a.
ora 2. Ponding.lCon us Spnnking m W.m.I-..cm-le.babe..e.-sty J
bed for net es,...seven days.Mtiang ane,or A wmbmasen.,t,1 foil-,'.
W.er.
u 1'i. .-I.wa4'spay.
III FillentoReeve Curing C.mpwnd:
Applymikmlyine mrnuws.pmtim by power spray 0r idler In acwmantt rvM
Z.madonna w.en Inswdana.
. Recmla,eas,ublact.1.h-,.int.Iwimimm�enwrsah.IniU..po,ua.n.
3. Maintain emmi.hy.wsang,and repair aamege.rihp curing panne.
R1. Rem- Aft.curing pend has dapsM remove axing Gee a d wisout dish. g
r.ur.ces by met,.recmmendea by curing,,m me men"ecNre unless
D man"aclb.,a,c ,,ramp.ns does n.,I.,.,e with bonding efflow twig
on Prq.d.
A a Flaon NReceive Curing and Sealing Cvmpwnd:
Apply udfomly,o Io.rs and albs endi,and en s ce.nuws,ce,t,n by p..r.pmy
or Alleren.wells¢-mandac 1.11-then elbe.-
2. Recent areas stat...N h..v 1,of.winin n,,houn aft,i*N l appliwfi.n.
3. 0.epea,prows.2A hours tater and epply a.,bend coat Mesm.n c.ne-y.1 Gearing,
and repserIne-ge dung curing pend 0-S 0.51
IN
SCALE:14-1
DRAWN BY.CLW
PROJECT NO.;2D22d52
r
FIG/QQy7Q DCDAAIT CCT