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10-723-060,w LO I 0 0 L. J 0 N N 0 4--d U WE 0 9 0 0 o 0 0 / c (D U U Cn 0 CD 0 MR • Cn U 0 0 0 E 0 c n GR GENERAL REQUIREMENTS GR -1 AS USED IN THESE GENERAL NOTES: "DRAWINGS" MEANS THE LATEST STRUCTURAL DESIGN DRAWINGS, UON. "SPECIFICATIONS" MEANS THE LATEST PROJECT SPECIFICATIONS, UON. "CONTRACT DOCUMENTS" IS DEFINED AS THE DESIGN DRAWINGS AND THE SPECFICATIONS "SER" IS DEFINED AS THE STRUCTURAL ENGINEER OF RECORD FOR THE STRUCTURE IN ITS FINAL CONDITION. "DESIGN PROFESSIONALS" IS DEFINED AS THE OWNER'S ARCHITECT AND SER. "MEP" INCLUDES, BUT IS NOT LIMITED TO MECHANICAL, ELECTRICAL, PLUMBING, FIRE PROTECTION. "CONTRACTOR" IS DEFINED TO INCLUDE ANY OF THE FOLLOWING: GENERAL CONTRACTOR AND THEIR SUBCONTRACTORS, CONSTRUCTION MANAGER AND THEIR SUBCONTRACTORS, STRUCTURAL STEEL FABRICATOR OR STRUCTURAL STEEL ERECTOR. "EXISTING STRUCTURE" IS DEFINED AS THE STRUCTURAL FRAME DESIGNED BY OTHERS. "STRUCTURE IN ITS FINAL CONDITION" MEANS ALL STRUCTURAL ELEMENTS SHOWN ON THE STRUCTURAL CONTRACT DOCUMENTS ARE INSTALLED AND COMPLETELY CONNECTED AND INSPECTED WITH NO OUTSTANDING NON - COMPLIANCE ISSUES. GR -2 THE CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF THE STRUCTURAL WORK WITH THE ARCHITECTURAL, CIVIL, MEP CONTRACT DOCUMENTS, AS WELL AS ANY OTHER APPLICABLE TRADES. GR -3 THE CONTRACTOR IS RESPONSIBLE FOR THE STABILITY OF THE STRUCTURE UNTIL THE CONSTRUCTION OF THE STRUCTURE REACHES ITS FINAL CONDITION. GR -4 THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE DESIGN, INSTALLATION, AND REMOVAL OF TEMPORARY BRACING AND CONSTRUCTION SUPPORTS, FOR NEW AND EXISTING STRUCTURES, AS NECESSARY TO COMPLETE THE PROJECT. NO PORTION OF THE PROJECT WHILE UNDER CONSTRUCTION IS INTENDED TO BE STABLE IN THE ABSENCE OF THE CONTRACTOR'S TEMPORARY SUPPORTS AND BRACES. CONTRACTOR SHALL RETAIN A STRUCTURAL ENGINEER LICENSED IN THE STATE IN WHICH THE PROJECT IS LOCATED TO DESIGN TEMPORARY BRACING AND CONSTRUCTION SUPPORTS. GR -5 THE CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS AND COORDINATE WITH THE STRUCTURAL DRAWINGS, ARCHITECTURAL DRAWINGS, DRAWINGS FROM OTHER CONSULTANTS, PROJECT SHOP DRAWINGS AND FIELD CONDITIONS. GR -6 IN CASES OF CONFLICT BETWEEN DRAWINGS AND /OR SPECIFICATIONS AND OTHER DISCIPLINES OR EXISTING CONDITIONS, CONTRACTOR SHALL NOTIFY THE DESIGN PROFESSIONALS AND OBTAIN CLARIFICATION PRIOR TO BIDDING AND PROCEEDING WITH WORK. GR -7 APPLY DETAILS, SECTIONS, AND NOTES ON THE DRAWINGS WHERE CONDITIONS ARE SIMILAR TO THOSE INDICATED BY DETAIL, DETAIL TITLE OR NOTE. GR -8 ONLY USE DIMENSIONS INDICATED ON THE DRAWINGS. DO NOT SCALE DRAWINGS. GR -9 ASSUME EQUAL SPACING BETWEEN ESTABLISHED DIMENSIONS, IF NOT INDICATED ON DRAWINGS. GR -10 CENTERLINES OF COLUMNS AND FOUNDATIONS COINCIDE WITH GRID LINE INTERSECTIONS, UON. GR -11 CENTERLINES OF GRADE BEAMS AND WALLS COINCIDE WITH CENTERLINES OF FOUNDATIONS, UON, GR -12 CENTERLINES OF FRAMING MEMBERS COINCIDE WITH COLUMN CENTERLINES, UON. GR -13 THE CONTRACTOR SHALL PROTECT EXISTING FACILITIES, STRUCTURES AND UTILITIES FROM DAMAGE. GR -14 THE CONTRACTOR SHALL VERIFY THAT CONSTRUCTION LOADS DO NOT EXCEED THE CAPACITY OF THE STRUCTURE AT THE TIME THE LOAD IS APPLIED. GR -15 THE CONTRACTOR SHALL COORDINATE THE BOTTOM OF BASE PLATE ELEVATIONS WITH THE AS -BUILT TOP OF SUPPORT ELEVATIONS. GR -16 THE CONTRACTOR SHALL VERIFY ALL OPENING SIZES AND LOCATIONS WITH OTHER DISCIPLINES. THE DRAWINGS DO NOT SHOW ALL OPENINGS REQUIRED. ADDITIONAL OPENINGS, BLOCKOUTS AND SLEEVES MAY BE REQUIRED BY OTHER DISCIPLINES AND SHALL BE CONSTRUCTED USING THE TYPICAL DETAILS AND /OR THE CRITERIA INDICATED ON THE DRAWINGS. OPENINGS REQUIRED BUT NOT SHOWN ON THE STRUCTURAL DRAWINGS MUST BE APPROVED BY THE STRUCTURAL ENGINEER. GR -17 ELEVATIONS INDICATED ON STRUCTURAL DRAWINGS ARE BASED ON A PROJECT DATUM INDICATED ON THE ARCHITECTURAL DRAWINGS. GR -18 SEE ARCHITECTURAL, CIVIL, MEP, AND VERTICAL TRANSPORTATION, CONTRACT DOCUMENTS FOR ADDITIONAL INFORMATION RELATING TO THE COORDINATION OF STRUCTURAL COMPONENTS INCLUDING, BUT NOT LIMITED TO: ARCHITECTURAL: PLAN DIMENSIONS AND PROJECT DATUM SLAB EDGE DIMENSIONS FINISH ELEVATIONS WATERPROOFING AND DAMP - PROOFING DETAILS RAMP GEOMETRY, PITS, SLAB SLOPES AND DEPRESSIONS EMBEDMENTS, INSERTS, BLOCKOUTS, ETC. EXACT OPENING SIZES FOR PIPES, DUCTS, ETC. CONCRETE FINISHES AND TOPPING SLABS CONCRETE CURBS INTERIOR NON- STRUCTURAL MASONRY PARTITIONS FIRE RATINGS MEP: PIPE AND DUCT SIZES FOR OPENING AND SLEEVE COORDINATION FLOOR DRAINS UNDERFLOOR AND PERIMETER DRAINAGE SYSTEMS EQUIPMENT CURBS CONDUITS AND EMBEDMENTS IN WALLS AND SLABS VERTICAL TRANSPORTATION: INSERTS, HANGERS, TRENCHES, PITS, CONDUITS IN WALLS AND SLABS EQUIPMENT SUPPORT, ELEVATOR DIVIDER BEAMS, EMBEDMENTS, AND ANCHOR BOLTS CD CODES AND DESIGN CRITERIA CD -1 PERFORM ALL CONSTRUCTION IN CONFORMANCE WITH THE BUILDING AND DESIGN CODES REFERENCED WITHIN THESE DOCUMENTS. THE PROJECT DOCUMENTS REFER TO THE FOLLOWING CODES AND STANDARDS, LION: "2007 FLORIDA BUILDING CODE, BUILDING" STRUCTURAL CONCRETE: "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE" THE AMERICAN CONCRETE INSTITUTE (ACI 318 -05) STRUCTURAL STEEL: "SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS ", MARCH 9, 2005 AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC 360 -05) COLD - FORMED STEEL: "NORTH AMERICAN SPECIFICATION FOR THE DESIGN OF COLD - FORMED STEEL STRUCTURAL MEMBERS ", 2001 EDITION AMERICAN IRON AND STEEL INSTITUTE CD -2 LIVE LOADS: ROOFS (ENTRY CANOPY) 20 LBS. /SQ. FT. UNREDUCED PLANTERS 200 LBS. /SQ. FT, CD -3 WIND LOAD DESIGN DATA: 10 SQ. FT. BASIC WIND SPEED, V 146 MPH EXPOSURE C WIND IMPORTANCE FACTOR (IW) 1.0 BUILDING CATEGORY II INTERNAL PRESSURE COEFFICIENT ±0.18 CORNER ZONE WIDTH 8' -3" COMPONENT AND CLADDING DESIGN PRESSURES FOR ROTUNDA STOREFRONT: QUANTITY OF SHOP DRAWINGS AND THE. DATE THE SHOP DRAWINGS WILL BE RECEIVED BY THE STRUCTURAL ENGINEER. THE STRUCTURAL ENGINEER SHALL HAVE THE OPPORTUNITY TO REVIEW THE PROPOSED SCHEDULE AND SUBMIT COMMENTS TO THE CONTRACTOR. THE FINAL SHOP DRAWING SCHEDULE SHALL BE DEVELOPED AND SUBMITTED TO THE STRUCTURAL ENGINEER. IN ACCORDANCE WITH THE SHOP DRAWING SCHEDULE, THE STRUCTURAL ENGINEER WILL RETURN THE SHOP DRAWING ITEMS WITHIN TEN WORKING DAYS AFTER HAVING RECEIVED THE REPRODUCIBLE SHOP DRAWING. SU -2 THE CONTRACTOR IS TO REVIEW EACH SUBMITTAL PRIOR TO FORWARDING TO ARCHITECT AND STRUCTURAL ENGINEER. THE CONTRACTOR IS TO STAMP EACH SUBMITTAL VERIFYING THAT THE FOLLOWING IS ADDRESSED: 1. THE SHOP DRAWING IS REQUESTED. 2. THE SHOP DRAWING IS BASED ON THE LATEST DESIGN. 3. THE ARCHITECT'S AND STRUCTURAL ENGINEER'S COMMENTS FROM ANY PREVIOUS SUBMITTALS ARE ADDRESSED. 4. THE WORK IS COORDINATED AMONG ALL CONSTRUCTION TRADES. 5, REVISIONS FROM PREVIOUS SUBMITTALS ARE CLEARLY MARKED BY CIRCLING OR CLOUDS, 6. SUBMITTAL IS COMPLETE. 7. SUBMITTAL DOES NOT INCLUDE SUBSTITUTION REQUEST. 8. SUBMITTAL SHALL INCLUDE A STAMP INDICATING PROJECT NAME AND LOCATION, SUBMITTAL NUMBER, SPECIFICATION SECTION NUMBER. THE STRUCTURAL ENGINEER SHALL RETURN, WITHOUT COMMENT, SUBMITTALS WHICH THE CONTRACTOR HAS NOT STAMPED OR WHICH DO NOT MEET THE ABOVE REQUIREMENTS. THE STRUCTURAL ENGINEER'S REVIEW OF SUBMITTALS SHALL BE FOR GENERAL CONFORMANCE WITH THE DESIGN INTENT. NO WORK SHALL BE STARTED WITHOUT SUCH REVIEW. SU -3 FOR COMPONENTS THAT REQUIRE ENGINEERING BY THE CONTRACTOR, PROVIDE A NOTE ON EACH SHOP DRAWING, WRITTEN AND SIGNED BY THE SUPPLIER'S ENGINEER, INDICATING THAT THE SHOP DRAWING IS IN CONFORMANCE WITH THE CALCULATIONS OF THE CONTRACTOR'S ENGINEER. SU4 THE FOLLOWING ITEMS REQUIRE SUBMITTALS FOR STRUCTURAL REVIEW AS OUTLINED IN THE SPECIFICATIONS: EFFECTIVE WIND AREA 10 SQ. FT. 3 �! architect POSITIVE +60 PSF S CONCRETE REINFORCING LAYOUT NEGATIVE -80 PSF CALL CONCRETE MIX DESIGNS WEB: wwwrosensteinarchftect.com STATE REG. NO. AR0016674 S CONCRETE CONSTRUCTION JOINT LAYOUT COMPONENT AND CLADDING DESIGN PRESSURES FOR ENTRY CANOPY & VESTIBULE SOFFIT: S STRUCTURAL STEEL EFFECTIVE WIND AREA 9 SQ. FT. S CURTAIN WALL GLAZING POSITIVE +44 PSF S, CALC COLD FORMED STEEL FRAMING NEGATIVE -152 PSF AURELIO GONZALEZ 3330 VITACURA CD4 SERVICEABILITY LIVE LOAD DEFLECTION IS LESS THAN L1240 DE -1 THE CONTRACTOR IS FULLY RESPONSIBLE FOR THE MEANS AND METHODS OF DEMOLITION AND THE INTEGRITY AND STABILITY OF THE EXISTING STRUCTURE DURING DEMOLITION UNTIL THE WORK IS COMPLETED. THE CONTRACTOR SHALL PROVIDE SHORING IN REQUIRED LOCATIONS WHERE EXISTING CONSTRUCTION TO REMAIN WILL BE AFFECTED BY DEMOLITION. DE -2 THE CONTRACTOR IS REPONSIBLE FOR REPAIRS TO ANY STRUCTURAL ELEMENTS WHICH ARE TO REMAIN AND THAT HAVE BEEN DAMAGED DURING THE DEMOLITION PROCESS TO THE COMPLETE SATISFACTION OF THE OWNER. THE REPAIRS SHALL BE AT NO EXPENSE TO THE OWNER. ALL REPAIR WORK SHALL BE DESIGNED BY A LICENSED STRUCTURAL ENGINEER IN THE STATE OF FLORIDA AND SUBMITTED TO THE STRUCTURAL ENGINEER OF RECORD FOR REVIEW AND APPROVAL PRIOR TO COMMENCING REPAIR WORK. DE -3 ALL EXISTING FRAMING IS INDICATED FOR REFERENCE ONLY AND IS TO BE FIELD VERIFIED BY THE CONTRACTOR. VERIFY THE EXACT EXTENT OF DEMOLITION AT THE SITE. DETERMINE THE NATURE AND EXTENT OF DEMOLITION THAT WILL BE NECESSARY BY COMPARING THE CONTRACT DOCUMENTS WITH THE EXISTING CONSTRUCTION. DE4 THE CONTRACTOR SHALL USE THE STRUCTURAL CONTRACT DOCUMENTS IN CONJUNCTION WITH THE ARCHITECTURAL AND MEP DEMOLITION CONTRACT DOCUMENTS. IN THE EVENT OF CONFLICTS, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ARCHITECT AND STRUCTURAL ENGINEER. DE -5 THE CONTRACTOR SHALL USE QUALIFIED, EXPERIENCED PERSONNEL FOR DEMOLITION AND REMOVAL OPERATIONS. PERFORM DEMOLITION AND REMOVAL OPERATIONS IN A CAREFUL AND ORDERLY MANNER TO PREVENT HAZARDS TO PERSONS, DAMAGE TO PROPERTY, AND THE SPREADING OF DUST AND DEBRIS. DE -6 DO NOT PERMIT PORTIONS OF THE STRUCTURE TO FALL NOR DEBRIS TO DROP EXCEPT BY METHODS WHICH WILL INSURE INTEGRITY OF THE STRUCTURE. DE -7 PRIOR TO THE START OF WORK, VERIFY THAT THE SCOPE OF DEMOLITION INDICATED ON THE CONTRACT DOCUMENTS SHALL NOT DAMAGE, CUT OR DISRUPT SERVICE OF ANY MECHANICAL SYSTEM, ELECTRICAL SYSTEM OR UTILITY EMBEDDED IN THE EXISTING STRUCTURE. DE -8 DO NOT REMOVE MORE OF THE EXISTING STRUCTURE THAN INDICATED ON CONTRACT DOCUMENTS. DO NOT DAMAGE, MAR, CUT OR DEFACE THE REMAINING STRUCTURE OR MATERIALS TO BE REUSED. DE -9 THE CONTRACTOR SHALL INCLUDE IN HIS BID THE COST OF REMOVING DEMOLISHED MATERIALS FROM THE SITE IN ACCORDANCE WITH ALL APPLICABLE LAWS, CODES AND, AND REGULATIONS. DE -10 WHERE NEW OPENINGS IN EXISTING CONCRETE SLABS OR WALLS ARE TO BE CREATED, THE DEMOLITION CONTRACTOR SHALL CORE HOLES AT THE OUTSIDE CORNERS OF THE NEW OPENING PRIOR TO DEMOLITION. SAW -CUT AND DEMOLISH SLAB OR WALL ONLY AFTER THE INSTALLATION OF ALL REQUIRED NEW STRUCTURAL FRAMING AND /OR REINFORCEMENT IN PLAN OR SECTION, UON. SAW CUTTING SHALL BE STRAIGHT AND SHALL NOT EXTEND INTO EXISTING SLAB OR WALL TO REMAIN NOR BEYOND THE HOLES CORED AT THE CORNERS OF THE NEW OPENING. SU SUBMITTALS SU -1 TWENTY WORKING DAYS PRIOR TO SUBMITTING SHOP DRAWINGS, THE CONTRACTOR SHALL SUBMIT FOR STRUCTURAL ENGINEER'S REVIEW A SCHEDULE WHICH DETAILS THE ESTIMATED S = SHOP DRAWINGS REQUIRED CALC = SUPPORTING CALCULATIONS REQUIRED, SIGNED AND SEALED BY A LICENSED PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF FLORIDA. SU -5 IN ADDITION TO THE SHOP DRAWING REQUIREMENTS ABOVE, SUBMITTALS FOR THE FOLLOWING ARCHITECTURAL CLADDING SYSTEMS SHALL ALSO BE PROVIDED: PRODEMA EXTERIOR CLADDING (SUPPORTING CALCULATIONS AND SHOP DRAWINGS REQUIRED MUST BE SIGNED AND SEALED BY A LICENSED PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF FLORIDA.) ALUCOBOND CLADDING (SHOP DRAWINGS REQUIRED - DESIGN LOADS MUST ALSO BE PROVIDED SU -6 SUBMITTALS FOR SPECIAL STRUCTURAL, LOAD- CARRYING ITEMS THAT ARE REQUIRED BY CODES OR STANDARDS TO RESIST FORCES MUST BE PREPARED BY, OR UNDER THE DIRECT SUPERVISION OF, A DELEGATED ENGINEER. EXAMPLES INCLUDE COLD FORMED STEEL FRAMING, SHORING AND RESHORING. SU -7 A DELEGATED ENGINEER IS DEFINED AS A FLORIDA LICENSED ENGINEER WHO SPECIALIZES IN AND UNDERTAKES THE DESIGN OF STRUCTURAL COMPONENTS OR STRUCTURAL SYSTEMS INCLUDED IN A SPECIFIC SUBMITTAL PREPARED FOR THIS PROJECT AND IS AN EMPLOYEE OR OFFICER OF, OR CONSULTANT TO, THE CONTRACTOR OR FABRICATOR RESPONSIBLE FOR THE SUBMITTAL. THE DELEGATED ENGINEER SHALL SIGN, SEAL AND DATE THE SUBMITTAL, INCLUDING CALCULATIONS AND DRAWINGS. SU -8 THE STRUCTURAL ENGINEER'S REVIEW OF DELEGATED ENGINEER SUBMITTALS IS LIMITED TO VERIFYING THAT THE SPECIFIED STRUCTURAL SUBMITTAL HAS BEEN FURNISHED, SIGNED AND SEALED BY THE DELEGATED ENGINEER AND THAT THE DELEGATED ENGINEER HAS UNDERSTOOD THE DESIGN INTENT AND USED THE SPECIFIED STRUCTURAL CRITERIA. NO DETAILED CHECK OF CALCULATIONS WILL BE MADE. THE DELEGATED ENGINEER IS SOLELY RESPONSIBLE FOR HIS /HER DESIGN, INCLUDING BUT NOT LIMITED TO THE ACCURACY OF HIS /HER CALCULATIONS AND COMPLIANCE WITH THE APPLICABLE CODES AND STANDARDS FO FOUNDATIONS FO -1 FOUNDATIONS HAVE BEEN DESIGNED BASED ON THE FOLLOWING ASSUMED DESIGN VALUES. ALL FOOTINGS SHALL BEAR ON COMPACTED FILL, NATURAL SOIL OR ROCK. NET ALLOWABLE BEARING CAPACITY: 2,000 PSF NO GEOTECHNICAL REPORT HAS BEEN PREPARED AT THIS TIME. FO -2 SUBGRADE PREPARATION SHALL BE FIELD CONTROLLED AND TESTED BY A LICENSED SOILS ENGINEER IN THE STATE OF FLORIDA. AT COMPLETION, THAT ENGINEER SHALL PREPARE AND SUBMIT TO THE OWNER, ARCHITECT, CONTRACTOR AND STRUCTURAL ENGINEER A SIGNED AND SEALED LETTER INDICATING THAT THE SUBGRADE PREPARATION MET THE REQUIREMENTS OF THE PROJECT. FO -3 ABOVE SUBGRADE, USE FILL CONTAINING NOT MORE THAN 10% PASSING #200 SIEVE AND MAXIMUM 1 INCH DIAMETER. COMPACT TO 95% OF MAXIMUM DRY DENSITY AS DETERMINED BY MODIFIED PROCTOR ASTM D -1557. EACH LAYER OF FILL SHALL NOT EXCEED 6" LOOSE THICKNESS. COMPACT PRIOR TO PLACEMENT OF THE NEXT LAYER. FO -4 FILL PLACEMENT AND COMPACTION SHALL BE MONITORED AND ACCEPTED BY THE TESTING AGENCY. TAKE A MINIMUM OF ONE FIELD DENSITY TEST (ASTM D -1556 OR D -2922) FOR EACH 500 SQUARE FEET OF EACH LAYER. TESTING AGENCY SHALL RANDOMLY SELECT TEST LOCATIONS. FO -5 DO NOT BACKFILL AGAINST CANTILEVER RETAINING WALLS UNTIL THE CONCRETE HAS ATTAINED 100% OF ITS DESIGN STRENGTH. ir�•�, ice„ W C •vvuu u•• • � j 4 V U U F ••�. ZG.r L v u w..v • t. �' w CM CONCRETE MATERIALS i • i • • t • 4 • r • � • Y U E i • "' CM -1 CONCRETE STRENGTH SHALL MEET THE FOLLOWING 28 -DAY COMPRESSIVE STRENGTHS (F' C), UON: »•i• i,,.•• w .�•� iF • !1 • . • c • FOOTINGS 4,000 PSI • v v••u • err »• * arse w cc +r • NON- SHRINK GROUT 8,000 PSI SLAB ON GRADE 4,000 PSI CONCRETE 4,000 PSI CM -2 PROVIDE NORMALWEIGHT CONCRETE WITH CURED DENSITY OF 145 +l- 5 PCF, AND AGGREGATE CONFORMING TO ASTM C33, UON. CM -3 THE USE OF CALCIUM CHLORIDE AND OTHER CHLORIDE CONTAINING AGENTS IS PROHIBITED. THE USE OF RECYCLED CONCRETE IS PROHIBITED. PLACEMENT WITHIN AND CONTACT BETWEEN ALUMINUM ITEMS, INCLUDING ALUMINUM CONDUIT, AND CONCRETE IS PROHIBITED. CM -4 ALL CAST -IN -PLACE CONCRETE WILL EXPERIENCE DIFFERING VARIATIONS OF CRACKING. ANY ELEMENT EXPOSED TO DIRECT WEATHER AND /OR TEMPERATURE VARIATIONS DURING CONSTRUCTION OR IN THE FINAL CONDITION IS TO BE TREATED AND REGULARLY MAINTAINED TO PREVENT PROPAGATION OF CRACKS AND WATER PENETRATION. THE CONTRACTOR SHALL DEVELOP A REGULAR MAINTENANCE PROGRAM AND SUBMIT IT TO THE OWNER. RE CONCRETE REINFORCEMENT RE -1 ALL CONCRETE SHALL INCLUDE REINFORCEMENT. IF REINFORCEMENT IS NOT SPECIFICALLY INDICATED ON THE DRAWINGS VERIFY WITH THE STRUCTURAL ENGINEER. RE -2 REINFORCEMENT SHALL CONFORM TO THE FOLLOWING STANDARDS AND MATERIAL PROPERTIES: DEFORMED BARS: ASTM A615 WELDED WIRE REINFORCEMENT ASTM Al 85 RE -3 DETAIL REINFORCEMENT BASED ON THE PROJECT REQUIREMENTS, ACI -318 AND ACI -315, UON. RE -4 WHERE A 90 -DEG, 135 -DEG OR 180 -DEG HOOK IS GRAPHICALLY INDICATED, PROVIDE CORRESPONDING ACI STANDARD HOOKS UON. RE -5 DOWELS SHALL MATCH SIZE AND SPACING OF MAIN REINFORCEMENT UON. RE -6 REINFORCEMENT SHALL HAVE CONCRETE PROTECTION (CLEAR COVER) PER ACI 318 UNLESS OTHERWISE INDICATED ON THE DRAWINGS. RE -7 LAP REINFORCEMENT AS SPECIFICALLY DETAILED ON THE DRAWINGS. SEE LAP SPLICE AND EMBEDMENT SCHEDULE. RE -8 UNLESS OTHERWISE NOTED ALL LAP SPLICES ARE TO BE TENSION LAP SPLICES PER LAP SPLICE AND EMBEDMENT SCHEDULE. RE -9 WHERE BARS OF DIFFERENT SIZES LAP, PROVIDE LAP SPLICE LENGTH FOR LARGER BAR LION. RE -11 LAP WELDED WIRE REINFORCEMENT 1.5 WIRE SPACINGS, UON. RE -12 PROVIDE LAP LOCATIONS AS FOLLOWS, UON: A. GRADE BEAM / WALL (TOP HORIZONTAL REINFORCEMENT): AT CENTER OF SPAN B. GRADE BEAM / WALL (BOTTOM HORIZONTAL REINFORCEMENT): AT SUPPORTS C. WALL INSIDE FACE (VERTICAL REINFORCEMENT): AT SUPPORT D. WALL OUTSIDE FACE (VERTICAL REINFORCEMENT): AT MIDHEIGHT OF WALL E. UNLESS OTHERWISE NOTED TERMINATE BARS AT DISCONTINUOUS ENDS WITH STANDARD HOOKS. RE -13 FOR SLABS ON GRADE REINFORCED WITH WELDED WIRE REINFORCEMENT, SUPPLY REINFORCEMENT IN FLAT SHEETS ONLY AND USE CHAIRS TO SUPPORT WIRE FABRIC IN THE CENTER OF THE SLAB. CJ CONCRETE CONSTRUCTION JOINTS CJ -1 PROVIDE CONSTRUCTION JOINTS IN ACCORDANCE WITH ACI -318. SUBMIT SHOP DRAWINGS SHOWING PROPOSED CONSTRUCTION JOINT LOCATIONS, DETAILS AND THE PLACEMENT SEQUENCE FOR THE STRUCTURAL ENGINEER'S APPROVAL PRIOR TO PROCEEDING WITH WORK. CJ -2 NO HORIZONTAL CONSTRUCTION JOINTS WILL BE PERMITTED IN BEAMS, UPTURNED BEAMS, WALLS AND SLABS UNLESS SPECIFICALLY SHOWN ON THE DRAWINGS OR APPROVED IN WRITING BY THE DESIGN PROFESSIONALS PRIOR TO CONSTRUCTION. CJ -3 PROVIDE CONTINUOUS WATERSTOPS AT ALL CONSTRUCTION JOINTS EXPOSED TO SOIL OR WATER, AS DESCRIBED IN THE SPECIFICATIONS. CITY Orr- S 0 U T H ro,Jp.P,gf, r3UILDINIG DEPT. 8iTE:UCTURp Cr;ara Thornton Tomasetti Thornton Tomasetti, Inc. 101 NE Third Avenue, Suite 1170 Fort Lauderdale, FL 33301 -1199 T 954.903.9300 F 954.903.9331 COA # 7519 TT Project No. K10013.00 seaUsignature� 1,1'er, - MATTHEWA QLEN R, PE FL` I,IC'i0,'�,., $079 . COMM. DATE 2010 -31 8 -5 -2010 5701 SUNSET DRIVE SUITE B-10 FLORIDA, 33143 SOUTH MIAMI GENERAL. NOTES 5 -0.1 � 16 f: 3 �! architect NORBERTO ROSENSTEIN ARCHITECT , INC. ANCHTECTUE - NTEW DESM - M- 4M 126 S. FEDERAL HIGHWAY SUI[TE # 202 DANIA BEACH, FLORIDA 33004 PH; (954) 922 -6551 FAX: (954) 922 -7388 EMAILWoorosensteinarchitect.com WEB: wwwrosensteinarchftect.com STATE REG. NO. AR0016674 NATL. REG. NO. 69178 COPYRIGHT © 2010 NORBERTO ROSENSTEIN ARCHITECT, INC. ALL RIGHTS RESERVED. THIS DOCUMENT OR PARTS THEREOF, MAY NOT DE REPRODUCED IN ANY FORM WITHOUT PERMISSION. DESIGNED r it DRAWN w.. CHECKED X� I HEREBY CERTIFY THAT THESE PLANS WHERE PREPARED BY ME OR UNDER MY SUPERVISION, AND TO THE BEST OF MY KNOWLEDGE, COMPLY WITH ALL APPLICABLE CODES. elton 00 ■ + leniz A R Q U I T E C T 0 S A 5 0 C I A D 0 S RUT :76.575.840 -8 AURELIO GONZALEZ 3330 VITACURA �1 8-11 -2010 REVISION R E V I S 1 0 N S „ . COMM. DATE 2010 -31 8 -5 -2010 5701 SUNSET DRIVE SUITE B-10 FLORIDA, 33143 SOUTH MIAMI GENERAL. NOTES 5 -0.1 � 16