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<br />DESIGN CRITEfRI A
<br />CONCRETE AND IREiNFORCiNG
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<br />D1 ALL WORK SHALL CONFORM TO AT LEAST THE MiNiMUM STANDARDS
<br />OF THE FLORIDA BUILDING CODE (FBC), FIFTH EDITION (2014).
<br />D2 DESIGN LOAD VALUES ARE INDICATED ON THE
<br />APPROPRIATE SHEETS AS FOLLOWS:
<br />FLOOR FRAMING DESIGN - SHEET 8121
<br />ROOF FRAMING DESIGN - SHEET 5131
<br />WIND DESIGN - SHEET 5i21
<br />D3 TO THE BEST OF THE ENGINEER'S KNOWLEDGE, THE STRUCTURAL
<br />PLANS AND SPECIFICATIONS HAVE BEEN DESIGNED IN ACCORDANCE
<br />WITH THE BUILDING CODE.
<br />D4 EVERY REASONABLE EFFORT HAS BEEN MADE TO ENSURE
<br />COORDINATION BETWEEN THESE DRAWINGS AND THE BOUND
<br />STRUCTURAL SPECIFICATIONS. SHOULD THERE BE ANY
<br />DISCREPANCIES, THE CONTRACTOR SHALL THEN REQUEST A
<br />CLARIFICATION iN WRITING.
<br />FLORIDA PRODUCT ,AFFROVAL / NOTICE OF ACCEFITANCE
<br />FPAi THE STRUCTURAL ROOF DECKS) FOR TH15 PROJECT HAVE BEEN
<br />DESIGNED TO BE COMPLIANT WiTH THE CODES AND PRESSURES
<br />LISTED HEREIN. ANY PRODUCTS INSTALLED OVER THE STRUCTURAL
<br />DECK(S) SHALL HAVE BEEN TESTED AS AN ASSEMBLY, INCLUSIVE OF
<br />THE STRUCTURAL DECK, AND SHALL BE SUBMITTED FOR APPROVAL
<br />WITH THE FPA/NOA CLEARLY IDENTIFIED. FAILURE TO PROVIDE THiS
<br />INFORMATION SHALL BE CAUSE FOR REJECTION BY THE ARCHITECT
<br />AND BBM STRUCTURAL ENGINEERS, INC. ALL WARRANTIES MUST BE
<br />PART OF THE ROOFING SUBMITTAL. ANY WARRANTY CONTAINING
<br />LANGUAGE WHICH "EXCLUDES GALE AND/OR HURRICANE FORCE WIND
<br />DAMAGE", OR "EXCLUDES DAMAGE FROM GALE AND/OR HURRICANE
<br />FORCE WINDS", OR ANY OTHER SIMILAR VERBIAGE, SHALL BE
<br />REJECTED AND THE ENTIRE PRODUCT ASSEMBLY SHALL NOT BE
<br />PERMITTED FOR USAGE ON THE PROJECT.
<br />FPA2 RATIONAL ANALYSIS OF THE ROOF SYSTEM SHALL NOT BE
<br />PERMITTED WiTHOUT THE WRITTEN CONSENT OF THE OWNER,
<br />ARCHITECT AND ENGINEER, AND THEN, ONLY WHERE PERMITTED
<br />BY THE LOCAL JURISDICTION HAVING DiRECT AUTHORITY.
<br />GENERAL
<br />GI THE GENERAL CONTRACTOR SHALL REVIEW AND DETERMINE THAT
<br />DIMENSIONS ARE COORDINATED BETWEEN ARCHITECTURAL AND
<br />STRUCTURAL DRAWINGS PRiOR TO FABRICATION OR START OF
<br />CONSTRUCTION.
<br />G2 THE GENERAL CONTRACTOR SHALL PROVIDE ALL MEASURES
<br />NECESSARY TO PROTECT THE STRUCTURE, THE WORK PERSONS AND
<br />OTHER PEOPLE DURING CONSTRUCTION. HE SHALL SUPERVISE AND
<br />DiRECT THE WORK AND BE RESPONSIBLE FOR ALL CONSTRUCTION.
<br />G3 NO STRUCTURAL MEMBER SHALL BE CUT, NOTCHED OR OTHERWISE
<br />REDUCED iN STRENGTH.
<br />G4 THE GENERAL CONTRACTOR SHALL COORDINATE ARCHITECTURAL,
<br />MECHANICAL AND ELECTRICAL DRAWINGS FOR ANCHORED, EMBEDDED
<br />AND SUPPORTED ITEMS WHICHAFFECT THE STRUCTURAL DRAWINGS AND
<br />NOTIFY THE ARCHiTECT/ENGiNEER OF ANY DISCREPANCIES.
<br />G5 ALL SHOP DRAWING SUBMITTALS SHALL BE SUBMITTED ViA ELECTRONIC
<br />MEDiA (i.e. PDF OR DWF FORMAT). HARD COPY SUBMITTALS WILL NOT BE
<br />ACCEPTED.
<br />1. SUBMITTALS SHALL NOT BE SECURED IN ANY FORMAT THAT WiLL
<br />PREVENT COMMENTS FROM BEiNG ADDED.
<br />2. SUBMITTALS THAT ARE REQUIRED TO BE SIGNED AND SEALED
<br />SHALL BE SUBMITTED WITH A VISIBLE iNK SEAL OR SHADED
<br />RAISED SEAL AT TiME OF FIRST SUBMITTAL.
<br />G6 ANY SUBMITTALS RECEIVED BY ARCH/ENG THAT HAVE NOT BEEN
<br />CHECKED BY THE GC AND HIS SUBCONTRACTOR SHALL BE RETURNED
<br />WITHOUT REVIEW.
<br />G-1 ALL SECTIONS AND DETAILS SHALL BE CONSTRUED TO BE TYPICAL
<br />OR SiMiLAR UNLESS ANOTHER SECTION OR DETAIL i5 NOTED.
<br />GS ANY CONFLICTS NOTICED, OR OBSERVED, BETWEEN THE WRITTEN
<br />SPECIFICATIONS AND THE CONSTRUCTION DOCUMENTS DURING
<br />PROJECT BiDDiNG OR PROJECT CONSTRUCTION SHALL BE BROUGHT
<br />TO THE IMMEDIATE ATTENTION OF THE STRUCTURAL ENGINEER -OF -
<br />RECORD. iF SUCH DISCREPANCY IS NOT NOTICED OR BROUGHT TO
<br />THE ATTENTION OF THE STRUCTURAL ENGINEER -OF -RECORD FOR
<br />WRITTEN CLARIFICATION, THE CONTRACTOR/ SUBCONTRACTOR SHALL
<br />PROVIDE, AT PROJECT BID OR DURING PROJECT CONSTRUCTION, THE
<br />MORE STRINGENT AND/OR MORE COSTLY OF THE TWO ITEMS iN THE
<br />BID AND/OR FINAL INSTALLATION.
<br />GS "BBM STRUCTURAL ENGINEERS" ASSUMES NO RiSK OR LIABILITY FOR
<br />THE SITE SAFETY OR WELL-BEING OF ANY CONTRACTOR, SUB-
<br />CONTRACTOR NOR THEiR EMPLOYEES DURING THE CONSTRUCTION OF
<br />THE PROJECT CONTAINED iN THESE DOCUMENTS.
<br />G10 GENERAL CONTRACTOR/CONSTRUCTION MANAGER SHALL SUPPLY ALL
<br />SUB -CONTRACTORS WITH THE STRUCTURAL GENERAL NOTE SHEETS AS
<br />WELL AS THE STRUCTURAL DRAWINGS.
<br />Gil THE STRUCTURAL STEEL SHALL BE FABRICATED AND ERECTED iN FULL
<br />CONFORMANCE WITH THE "OSHA STEEL ERECTION STANDARD". iF THE
<br />CONSTRUCTION DRAWINGS DEVIATE FROM THE OSHA STANDARD THEN
<br />THE FABRICATOR SHALL PROVIDE SUBMITTALS THAT CLEARLY INDICATE
<br />THE DEVIATION WiTH A REVISION CLOUD AND REQUEST APPROVAL FROM
<br />"BBM" TO MAKE THE CHANGE SO THAT CONFORMANCE WiTH THE OSHA
<br />STANDARD iS ASSURED.
<br />G12 THE CONTRACTOR'S MEANS AND METHODS SHALL FULLY CONFORM TO
<br />THE REQUIREMENTS OF SEI/ASCE 31 (DESIGN LOADS ON STRUCTURES
<br />DURING CONSTRUCTION) UNTIL ALL OF THE STRUCTURAL ELEMENTS ARE IN
<br />PLACE AND HAVE RECEIVED THE INSPECTOR'S APPROVAL.
<br />G13 REFER TO ARCHITECTURAL DRAWINGS FOR ROOF COVERINGS. ROOFS
<br />SHALL BE INSPECTED BY A LICENSED ENGINEER/ ARCHITECT AND A
<br />REPRESENTATIVE OF THE ROOFING MANUFACTURER AND REPORTS SHALL
<br />BE SUBMITTED TO THE OWNER AND ARCHITECT.
<br />G14 DIMENSIONS AND ELEVATIONS SHOWN FOR EXISTING CONSTRUCTION ARE
<br />APPROXIMATE. DIMENSIONS AND ELEVATIONS SHOWN ARE NOT FIELD
<br />MEASURED. CONTRACTOR SHALL FIELD VERIFY AND/OR DETERMINE
<br />DIMENSIONS, ELEVATIONS AND GEOMETRY OF EXISTING CONSTRUCTION.
<br />REPORT DISCREPANCIES TO ARCHITECT IMMEDIATELY.
<br />5L,A5 ON GRADE
<br />SOG1 UNLESS NOTED OTHERWISE iN THE GEOTECHNICAL REPORT, COMPACT
<br />INTERIOR FiLL TO eE9% OF MODIFIED PROCTOR MAXIMUM DRY DENSITY
<br />(ASTM SOiL COMPACTION SHALL BE FiELD-CONTROLLED BY A
<br />REPRESENTATIVE TECHNICIAN OF A QUALIFIED LABORATORY. EACH
<br />LAYER OF FiLL SHALL NOT EXCEED 12" THiCK AND SHALL BE
<br />COMPACTED PRIOR TO PLACEMENT OF NEXT LAYER
<br />DEMOLITION
<br />DE1 THE CONTRACTOR SHALL TEMPORARILY BRACE AND/OR SPORE
<br />EXISTING AND NEW CONSTRUCTION AS REQUIRED TO ENSURE THE
<br />STRUCTURAL STABILITY iS NOT COMPROMISED. BRACING AND/OR
<br />SHORING SHALL REMAIN iN PLACE UNTIL THE STRUCTURAL WORK 18
<br />COMPLETE AND HAS BEEN INSPECTED BY A TESTING AGENCY AND
<br />IS CERTIFIED TO BE iN SUBSTANTIAL COMPLIANCE W/ PLANS AND
<br />SPEC IF ICAT IONS,
<br />DE2 CONTRACTOR SHALL SUBMIT FOR ENGINEER'S APPROVAL A SHORING
<br />PLAN WiTH SECTIONS AND CALCULATIONS, SiGNED AND SEALED BY A
<br />PROFESSIONAL ENGINEER REGISTERED IN THE SAME STATE AS
<br />PROJECT LOCATION.
<br />DE3 ALL $PORING SHALL REMAIN iN PLACE UNTiL REINFORCING AND
<br />STRUCTURAL ELEMENTS ARE iN PLACE AND IN CONFORMANCE WiTH
<br />PLANS AND SPECIFICATIONS.
<br />Cl A CERTIFIED TESTING AGENCY SHALL BE ENGAGED TO PERFORM
<br />INDUSTRY STANDARD TESTING INCLUDING SLUMP TESTS AND CYLINDER
<br />BREAKS TO ENSURE CONFORMANCE WiTH PLANS AND SPECIFICATIONS
<br />(iF PROVIDED). SUBMIT REPORTS TO ARCHITECT AND ENGINEER.
<br />C2 CONCRETE WORK SHALL CONFORM TO ACi 318-1i BUILDING CODE
<br />REQUIREMENTS FOR STRUCTURAL CONCRETE.
<br />C3 ALL CONCRETE SHALL HAVE THE FOLLOWING PROPERTIES:
<br />EXPOSURE
<br />CATEGORIES
<br />& CLASSES
<br />LOCATION
<br />28 DAY
<br />STRENGTH
<br />SLUMP
<br />COARSE
<br />AGGREGATE(S)
<br />COMMENTS
<br />(PER ACI
<br />318-11
<br />SECTION 4.2.E
<br />F
<br />I S
<br />I P
<br />C
<br />FOUNDATIONS
<br />3000 PSi
<br />4" +/- 1"
<br />1"
<br />FO
<br />S0
<br />PO
<br />Co
<br />SLAB -ON -GRAPE: FOOT TRAFFIC
<br />3000 PSI
<br />4" +/- i"
<br />1"
<br />FO
<br />50
<br />PO
<br />co
<br />TiE BEAMS AND TiE COLUMNS
<br />3000 PSI
<br />6" 1"
<br />3/8"
<br />F0
<br />S0
<br />PO
<br />co
<br />(MAX 50' BETWEEN COLD JOINTS)
<br />ELEVATED SLABS (FORMED),
<br />3000 PSI
<br />4" +/- 1"
<br />3/8" 4 1"
<br />FO
<br />S0
<br />PO
<br />C0
<br />ELEVATED SLABS (MTL DECK)
<br />FiLLED CELL, PRECAST
<br />COARSE
<br />LINTELS 4 BOND BEAM GROUT
<br />2500 1061
<br />8" TO i1"
<br />GROUT: 3/8"
<br />N/A
<br />(ASTM C416) - SEE NOTE 7
<br />FiNE GROUT:
<br />NONE
<br />NOTES:
<br />1. SLUMP FOR RAMPS AND SLOPING SURFACES SHALL NOT EXCEED 4.
<br />2. ALL SLAB MiXES SHALL HAVE A MAXIMUM SAND TO TOTAL AGGREGATE
<br />RATiO OF 0.50.
<br />3. A 2" OR 3" PUMP SHALL BE ACCEPTABLE FOR COLUMNS, CELL FiLL AND TIE BEAMS BUT
<br />WiLL NOT BE ALLOWED FOR FOUNDATIONS, SLABS, TiLT-UP PANELS AND
<br />CONCRETE BEAMS.
<br />4. READYMIX SUPPLIER SHALL DESIGN THE MiXES THAT CONTAIN MULTIPLE
<br />AGGREGATES TO
<br />BE WELL GRADATED.
<br />5. SLABS SHALL NOT BE AIR ENTRAINED.
<br />6. SEE MASONRY NOTE M19 FOR TESTING REQUIREMENTS OF GROUT TO BE
<br />USED TO FILL
<br />CORES OF CMU.
<br />C4 CONCRETE MiX DESIGN SUBMITTALS:
<br />I. EACH MiX DESIGN SHALL BE LABELED TO INDICATE THE AREA iN
<br />WHICH THE CONCRETE iS TO BE PLACED (I.E. FOUNDATIONS, SLAB -
<br />ON -GRAPE, COLUMNS, ETC.). FAILURE TO DO SO WILL CAUSE DELAY
<br />AND/OR REJECTION OF SUBMITTALS.
<br />2. PROPOSED MIX DESIGN SHALL BE iN ACCORDANCE WiTH METHOD
<br />1 OR METHOD 2 OF ACI 301. PROVIDE SUPPORTING DATA iN
<br />TABULAR FORM FOR EACH SEPARATE PROPOSED MiX.
<br />3. SUBMIT CONCRETE MIX DESIGN FOR EACH PROPOSED CLASS
<br />OF CONCRETE.
<br />C5 REBAR SHALL CONFORM TO ASTM-615 GRADE 60. WELDED WiRE
<br />FABRIC SHALL CONFORM TO ASTM A-185 AND SHALL BE LAPPED
<br />MINIMUM ONE MESH + 2" WHERE SPLICED. ALL REINFORCING SHALL
<br />BE DOMESTICALLY PRODUCED. ALL REBAR THAT i8 TO BE WELDED
<br />SHALL BE LOW ALLOY ASTM A106 GRADE 60.
<br />C6 SPL ICES AND ANCHORAGE OF RE iNFORCiNG SHALL BE AS FOLLOWS
<br />(UNLESS OTHERWISE NOTED):
<br />WELDED WiRE FABRIC: 8"
<br />ALL OTHER: *6 BAR 4 SMALLER: 48 DIA (12" MiN)
<br />r BAR 4 LARGER: 60 D iA
<br />C-1 COVER FOR REINFORCING SHALL BE AS FOLLOWS:
<br />CONCRETE CAST AGAINST AND
<br />PERMANENTLY EXPOSED TO EARTH:
<br />311
<br />CONCRETE EXPOSED TO EARTH OR WEATHER:
<br />41 THRU 416 BARS:
<br />211
<br />*5 BAR, W31 OR D31 WIRE AND SMALLER:
<br />1 1/2"
<br />CS REINFORCEMENT iN WALLS, FOOTINGS AND BEAMS SHALL BE CONTINUOUS
<br />AND LAPPED 48 BAR DiA AT SPLICE UNLESS OTHERWISE NOTED. HOOK
<br />AND LAP ALL CORNER AND INTERSECTING BARS. (SEE REINF
<br />DEVELOPMENT DETAIL).
<br />STI<'UCTUSAL STEEL
<br />551 A CERTIFIED TESTING AGENCY SHALL BE ENGAGED TO PERFORM
<br />INDUSTRY STANDARD INSPECTIONS TO ENSURE CONFORMANCE WITH
<br />PLANS AND SPECIFICATIONS (iF PROVIDED). SUBMIT REPORTS TO
<br />ARCHITECT AND ENGINEER.
<br />$52 FABRICATE AND ERECT STRUCTURAL STEEL IN CONFORMANCE WiTH
<br />THE LATEST VERSION OF RISC 360-10.
<br />583 MATERIAL SPECIFICATIONS:
<br />ALL STEEL SHALL BE PRODUCED DOMESTICALLY.
<br />ROLLED SHAPES, PLATES AND BARS: ASTM A36, EXCEPT
<br />WIPE -FLANGE 4 WT SECTIONS, WHiCH SHALL BE ASTM Ae92,
<br />BOLTED STRUCTURAL CONNECTIONS: UNLESS NOTED OTHERWISE, ALL
<br />BOLTS SHALL BE 3/4"O ASTM A325, TYPE N. BOLTS INDICATED LESS
<br />THAN 5/6"0 SHALL BE ASTM A30-1.
<br />WELDED CONNECTIONS: ELECTRODES - E10XX UNO (LOW
<br />HYDROGEN). FiLLET WELDS SHALL BE 3/16" UNO.
<br />554 HIGH -STRENGTH FIELD -BOLTED CONNECTIONS SHALL BE INSTALLED,
<br />TIGHTENED, TESTED AND INSPECTED ACCORDING TO "SPECIFICATION FOR
<br />STRUCTURAL JOINTS USiNG ASTM 4325 OR A490 BOLTS" BY THE
<br />RESEARCH COUNCIL ON STRUCTURAL CONNECTIONS (RC -SC). ALL BOLTS
<br />iN STEEL TO STEEL CONNECTIONS SHALL BE BROUGHT TO A "SNUG-TiGHT"
<br />CONDITION, AS DEFINED IN THE SPECIFICATION. ALL BOLTS iN STEEL TO
<br />EMBED CONNECTIONS SHALL BE FINGER -TIGHT WITH PEENED THREADS.
<br />SLiP-CRITICAL (SC) BOLTS MUST BE FULLY TENSIONED PER
<br />SPECIFICATION.
<br />Al STRUCTURAL GENERAL NOTES AND SYMBOL LEGEND
<br />3/4"=1'-0"
<br />565
<br />BRACE AND MAINTAIN ALL STEEL iN ALIGNMENT UNTiL OTHER PARTS OF
<br />PiA3 CONCRETE ANCHORS:
<br />CONSTRUCTION NECESSARY FOR PERMANENT SUPPORT ARE COMPLETED.
<br />A. MECHANICAL ANCHORS FOR USE IN CRACKED AND UNCRACKED CONCRETE
<br />CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING TEMPORARY
<br />SHALL HAVE BEEN TESTED AND QUALIFIED FOR USE iN ACCORDANCE WITH
<br />SHORING AS REQUIRED FOR THE STABILITY OF THE STEEL FRAME UNTIL
<br />ACi 355.2 AND ICC-ES AC193. PRE -APPROVED MECHANICAL ANCHORS
<br />ALL STRUCTURAL ELEMENTS HAVE BEEN COMPLETED AND BUILDING IS
<br />INCLUDE. -
<br />ENCLOSED.
<br />1. HILTi KWiK BOLT TZ OCC-E$ ESR-IS11)
<br />SSto
<br />ALL WELDING SHALL CONFORM TO THE REQUIREMENTS OF "THE
<br />2• HILTI PUS EZ SCREW ANCHOR (ICC-ES ESR-3056)
<br />STANDARD CODE FOR WELDING iN BUILDING CONSTRUCTION" OF THE
<br />3. -SIMPSON STRONG-TiE "STRONG -BOLT 2" (ICC-ES ESR-3031)
<br />AMERICAN WELDING SOCIETY.
<br />4. SIMPSON STRONG-TiE "TiTEN-HD" (ICC-ES ESR-2113)
<br />5• POWERS 'POWER -STUD+ SDi" (ICC-ES ESR-2818)
<br />551
<br />SUBMIT SHOP DRAWINGS INDICATING ALL SHOP AND ERECTION DETAILS
<br />6. POWERS POWER -STUD+ SD2 (fCC-ES ESR-2502)
<br />INCLUDING PROFILES, SIZES, SPACING AND LOCATIONS OF STRUCTURAL
<br />7. POWERS "POWER -STUD+ 8D6" (ICC-ES ESR-3411) (316 STAINLESS STEEL)
<br />MEMBERS, CONNECTION ATTACHMENTS, FASTENERS, LOADS AND
<br />8. POWERS "WEDGE -BOLT+" (iCC-ES ESR-2526)
<br />TOLERANCES.
<br />a. POWERS "SNAKE+" (iCC-ES E6R-2212)
<br />SSS
<br />ALL STEEL EXPOSED TO WEATHER SHALL BE POT DiP GALVANIZED iN
<br />E,. ADHESIVE ANCHORS FOR USE iN CRACKED AND UNCRACKED CONCRETE
<br />ACCORDANCE WiTH ASTM A123 FOR MEMBERS AND ASTM A153 FOR
<br />CONNECTION ELEMENTS, EXCEPT THAT ALL ARCHITECTURALLY EXPOSED
<br />SHALL BE INSPECTED AS FOLLOWS. AT THE ONSET OF EACH APPLICATION,
<br />STRUCTURAL STEEL (AESS) SHALL BE BLAST CLEANED AND COATED iN
<br />A MANUFACTURER'S REPRESENTATIVE MUST BE PRESENT TO WiTNESS AT
<br />ACCORDANCE WITH THE STRUCTURAL STEEL AND PAiNT SPECIFICATIONS.
<br />LEAST FiVE COMPLETE INSTALLATIONS. INSTALLERS MUST BE TRAINED BY
<br />THE MANUFACTURER AND MANUFACTURER SHALL SUBMIT DOCUMENTATION
<br />S89
<br />STRUCTURAL STEEL SHALL RECEIVE A SHOP COAT OF PRIMER (COLOR
<br />TO THE CONTRACTOR INDICATING TRAINING PAS TAKEN PLACE. TRAINED
<br />AS DIRECTED BY ARCHITECT) EXCEPT THOSE AREAS WHiCH WILL
<br />INSTALLERS SHALL PROVIDE WRITTEN DOCUMENTATION TO THE
<br />RECEIVE SPRAY -ON FiRE PROTECTION, OR WHERE HEADED STUDS ARE
<br />CONTRACTOR THAT ALL ANCHORS HAVE BEEN INSTALLED PER THE MPil.
<br />TO BE WELDED.
<br />CONTRACTOR SHALL SUBMIT THiS DOCUMENTATION TO THE SEOR. ANCHORS
<br />SHALL ALSO HAVE BEEN TESTED AND QUALIFIED FOR USE iN
<br />S810
<br />THE STRUCTURAL STEEL SHALL BE FABRICATED AND ERECTED iN FULL
<br />ACCORDANCE WiTH iCC-ES AC308. PRE -APPROVED ADHESIVE ANCHORS
<br />CONFORMANCE WITH THE "OSHA STEEL ERECTION STANDARD". iF TPE
<br />INCLUDE THE FOLLOWING PRODUCTS:
<br />CONSTRUCTION DRAWINGS DEVIATE FROM TPE OSHA STANDARD THEN
<br />1 HiLTI
<br />THE FABRICATOR SHALL PROVIDE SUBMITTALS THAT CLEARLY INDICATE
<br />a. HiLTI PIT-HY 200 SAFE SET SYSTEM WiTH THE HiLTI NIT-Z ROD PER
<br />THE DEVIATION WITH A REVISION CLOUD AND REQUEST APPROVAL FROM
<br />ICC E5R-3181.
<br />BBM TO MAKE THE CHANGE SO THAT CONFORMANCE WiTH THE OSHA
<br />6. HILTI HIT-HY 200 SAFE SET SYSTEM WiTH HiLTI HOLLOW DRILL BiT
<br />STANDARD i8 ASSURED.
<br />(TE-CD OR TE-YD) WiTH HAS-E THREADED ROD PER iCC ESR-3181,
<br />c. HILTI HY 200 ADHESIVE ANCHOR USiNG TRADITIONAL CLEANING
<br />ENGNEEIRiNG REQUiIRE�IENTS
<br />'
<br />COPE),2 COMPRESSED
<br />ESSEIs ASLElu 5SFECALTY
<br />MRSSORZE RU5H,
<br />ER WITH AMlIRE
<br />AND 2 MORE BLOWS, (2x2x2 CLEANING METHOD) PER iCC ESR-318-l.
<br />d. HiLTi PiT-RE 500-SD EPDXY ADHESIVE ANCHORING SYSTEM WiTH
<br />SE
<br />EXTERIOR CURTAIN WALLS SHALL BE DESIGNED BY THE VENDOR'S
<br />HAS-E THREADED ROD PER ICC ESR-2322 FOR SLOW CURE
<br />SPECIALTY ENGINEER AND SHALL INCLUDE FRAME, GLASS, GLAZING AND
<br />APPLICATIONS.
<br />CONNECTIONS. SHOP DRAWINGS SHALL BE SUBMITTED FOR REVIEW AND
<br />MUST BE SiGNED, DATED AND SEALED BY A STRUCTURAL ENGINEER
<br />2. SiMPSON STRONG -TIE "SET-XP" OCC-ES ESR-2508)
<br />REGISTERED iN THE SAME STATE AS THE PROJECT LOCATION. DESIGN
<br />3. SiMPSON STRONG-TiE "AT-XP" (iAPMO UES ER-263)
<br />LOADING($) SHALL CONFORM TO ALL REQUIREMENTS OF THE BUILDING
<br />4. POWERS "PURE 110+" (ICC-ES ESR-32e8)
<br />CODE (SEE DESIGN CRITERIA FOR APPLICABLE BUILDING CODE). THE
<br />5. POWERS AC100+ GOLD (ICC-ES ESR-2582)
<br />VENDOR SHALL PROVIDE WINDOW WALL REACTIONS TO THE ARCHITECT.
<br />PiA4 POWDER -ACTUATED FASTENERS (PAF) SHALL BE BY SIMPSON STRONG -TIE
<br />SE2
<br />ALUMINUM AWNINGS, WALKWAY CANOPIES AND THEiR FOUNDATIONS SHALL
<br />(ICC-ES ESR-2138), PiLTi (ICC-ES ESR-1663), POWERS "POWER DRIVEN
<br />BE DESIGNED BY THE FABRICATOR'S SPECIALTY ENGINEER AND SHALL
<br />FASTENERS" (ICC-ES ESR-1995) OR ENGINEER -APPROVED EQUAL.
<br />INCLUDE FRAME, COVERING AND CONNECTIONS. SHOP DRAWINGS SHALL
<br />PIA$ GAS -ACTUATED FASTENERS (GAF) SHALL BE BY SiMPSON STRONG -TIE
<br />BE SUBMITTED FOR REVIEW AND MUST BE SiGNED, DATED AND SEALED BY
<br />OCC-ES ESR-2811), HiLTi (ICC-ES ESR-1-152), POWERS "TRAK-iT C5
<br />A STRUCTURAL ENGINEER iN THE SAME STATE AS THE PROJECT LOCATION.
<br />FASTENERS" OCC-ES ESR-3215) OR ENGINEER -APPROVED EQUAL.
<br />DESIGN LOADING(S) SHALL CONFORM TO ALL REQUIREMENTS OF THE
<br />BUILDING CODE. (SEE DESIGN CRITERIA FOR THE APPLICABLE BUILDING
<br />CODE). ALUMINUM WALKWAY CANOPY MANUFACTURER SHALL PROVIDE
<br />CONCRETE SUB -CONTRACTOR BIDDERS WITH FOUNDATION AND
<br />REINFORCING REQUIREMENTS FOR THEiR CANOPY SYSTEM PRiOR TO BID.
<br />5E3
<br />EXTERIOR LIGHT STEEL FRAMING, INCLUDING BUT NOT LiMiTED TO:
<br />WALLS, EXTERIOR CEILINGS, FASCIAS AND SOFFITS SHALL ESE DESIGNED
<br />BY A SPECIALTY ENGINEER. STRUCTURAL ELEMENTS HAVE BEEN
<br />PROVIDED FOR THE ATTACHMENT OF THE LIGHT STEEL FRAMING. THE
<br />LIGHT STEEL SYSTEM SUPPLIER SHALL DESIGN AND DETAIL ALL
<br />CONNECTIONS TO THESE ELEMENTS. ANY FURTHER ELEMENTS REQUIRED
<br />FOR THE SUPPORT SHALL BE DESIGNED AND SUPPLIED AS PART OF
<br />THE LIGHT STEEL SYSTEM. SHOP DRAWINGS SHALL BE SUBMITTED FOR
<br />REVIEW AND MUST BE SIGNED, DATED AND SEALED BY AN ENGINEER
<br />REGISTERED iN THE SAME STATE AS TPE PROJECT LOCATION. DESIGN
<br />LOADING($) SHALL CONFORM TO ALL REQUIREMENTS OF THE BUILDING
<br />CODE (SEE DESIGN CRITERIA FOR THE APPLICABLE BUILDING CODE)
<br />AND MAXIMUM DEFLECTIONS SHALL BE AS FOLLOWS: L/600 (BRICK
<br />VENEER), L/360 (STUCCO) 4 L/240 (FLEXIBLE FINISHES). A CERTIFIED
<br />TESTING AGENCY SHALL BE ENGAGED TO PERFORM INDUSTRY
<br />STANDARD INSPECTIONS TO ENSURE CONFORMANCE WiTH PLANS AND
<br />SPECIFICATIONS (iF PROVIDED). SUBMIT REPORTS TO ARCHITECT AND
<br />ENGINEER
<br />SE4
<br />CONTRACTOR SHALL SUBMIT FOR ENGINEER'S APPROVAL A SHORING/
<br />RE-SPORiNG PLAN WiTH SECTIONS AND CALCULATIONS, SiGNED, DATED
<br />AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN THE
<br />SAME STATE AS PROJECT LOCATION.
<br />SE5
<br />PROVIDE ENGINEERED SUBMITTALS, SIGNED AND SEALED BY A
<br />STRUCTURAL ENGINEER REGISTERED iN THE SAME STATE AS THE PROJECT
<br />LOCATION, FOR ALL MECHANICAL, ELECTRICAL AND PLUMBING SUPPORTS
<br />OR ATTACHMENTS NOT INCLUDED WiTHiN THE CONSTRUCTION DOCUMENTS
<br />FOR ALL ITEMS THAT REQUIRE ANYTHING OTHER THAN THE
<br />MANUFACTURER'S STANDARD HARDWARE OR ARE EXPOSED TO WiND
<br />LOADS. AN EXAMPLE OF POSSIBLE ITEMS THAT THIS WOULD APPLY TO
<br />ARE, INCLUDING BUT NOT LIMITED TO, ROOFTOP AND/OR WALL MOUNTED
<br />DUCTS, PiPES AND TRANSFORMERS.
<br />fi=OST- iNST ANCI-IOMS
<br />PiAi POST- INSTALLED ANCHORS SHALL ONLY BE USED WHERE SPECIFIED ON THE
<br />CONSTRUCTION DOCUMENTS. THE CONTRACTOR SHALL OBTAIN APPROVAL
<br />FROM THE STRUCTURAL ENGINEER -OF -RECORD (SEOR) PRIOR TO
<br />INSTALLING POST -INSTALLED ANCHORS IN PLACE OF MISSING OR
<br />MISPLACED CAST -IN -PLACE ANCHORS. CARE SHALL BE TAKEN iN PLACING
<br />POST -INSTALLED ANCHORS TO AVOiD CONFLICTS WiTH EXISTING REBAR.
<br />HOLES SHALL BE DRILLED AND GLEANED AND PRODUCT SHALL BE
<br />INSTALLED iN ACCORDANCE WiTH THE MANUFACTURER'S PRINTED
<br />INSTALLATION INSTRUCTIONS (MPII). SUBSTITUTION REQUESTS, FOR PRODUCTS
<br />OTHER THAN THOSE SPECIFIED BELOW, SHALL BE SUBMITTED BY THE
<br />CONTRACTOR TO THE STRUCTURAL ENGINEER -OF -RECORD ALONG WiTH
<br />CALCULATIONS THAT ARE PREPARED 8 SEALED BY A REGISTERED
<br />PROFESSIONAL ENGINEER iN THE SAME STATE AS PROJECT LOCATION. THE
<br />CALCULATIONS SHALL DEMONSTRATE THAT THE SUBSTITUTED PRODUCT iS
<br />CAPABLE OF ACHIEVING EQUIVALENT OR BETTER PERFORMANCE VALUES OF
<br />THE SPECIFIED PRODUCT USiNG THE APPROPRIATE DESIGN PROCEDURE
<br />AND/OR STANDARD(S) AS REQUIRED BY THE BUILDING CODE.
<br />PIA2 THE CONTRACTOR SHALL ARRANGE AN ANCHOR MANUFACTURER'S
<br />REPRESENTATIVE TO PROVIDE ONSiTE INSTALLATION TRAINING FOR ALL OF
<br />THEIR ANCHORING PRODUCTS SPECIFIED. THE STRUCTURAL ENGINEER OF
<br />RECORD MUST RECEIVE DOCUMENTED CONFIRMATION THAT ALL OF THE
<br />CONTRACTOR'S PERSONNEL WHO INSTALL ANCHORS ARE TRAINED PRiOR TO
<br />THE COMMENCEMENT OF INSTALLING ANCHORS. ADDITIONALLY,
<br />INSTALLATION OF ADHESIVE ANCHORS IN HORIZONTAL TO VERTICALLY
<br />OVERHEAD ORIENTATION SHALL BE DONE BY CERTIFIED ADHESIVE
<br />ANCHOR INSTALLER (AAI) AS CERTIFIED THROUGH ACI AND IN ACCORDANCE
<br />WITH ACi 316-i1 (SECTION D.e2,2). PROOF OF CURRENT CERTIFICATION SHALL
<br />BE SUBMITTED PRIOR TO COMMENCEMENT OF INSTALLATION.
<br />ELEVATION SYMBOL TYPICAL LI N ETYPES
<br />- - GRID LINE
<br />GRID ID EXISTING
<br />A REVISION MARK -- MATCH LINE
<br />------------------- HIDDEN
<br />O TYPICAL PLAN --------- DASHED
<br />KEYNOTE SYMBOL CONTINUOUS
<br />CHANGE IN MATERIALS
<br />7ZO7 SLAB ELEVATION
<br />GROUT STEEL
<br />SECTION CUTS
<br />PRECAST d
<br />CONCRETE CONCRETE
<br />NUMBER FOR SECTION
<br />LETTER FOR DETAIL
<br />r7(\\�\ EARTH
<br />SHEET ON WHICH SECTION
<br />OR DETAIL OCCURS SECTION HATCHES
<br />SECTION 8c DETAIL ID
<br />8" LOAD-BRG 7 NON-LOAD-BRG
<br />CMU WALLS CMU WALLS
<br />H10 SECTION
<br />88C&E PLAN HATCHES
<br />SYMBOL LEGEND.
<br />B ° B ° M F:407.645.3790
<br />1912 Boothe Circle . Suite 100
<br />Longwood, FL 32750
<br />bbmstructuralxom
<br />E85343
<br />Bora Erbilen P.E. #55996
<br />ENGINEER HEREBY EXPRESSLY
<br />RESERVES HIS COMMON LAW
<br />COPYRIGHT AND OTHER PROPERTY
<br />RIGHTS IN THESE PLANS. THIS DESIGN
<br />AND DRAWINGS ARE NOT TO BE
<br />REPRODUCED, CHANGED OR COPIED IN
<br />ANY FORM OR MANNER WHATSOEVER
<br />WITHOUT FIRST OBTAINING THE
<br />EXPRESSED WRITTEN PERMISSION AND
<br />CONSENT OF "BBM STRUCTURAL
<br />STRUCTURAL ENGINEERS INEEED Ro,NORARvHEYTOAs IPFIRST
<br />Orlando Boca Raton OBTAINING SAID WRITTEN PERMISSION
<br />AND CONSENT.
<br />SEAL
<br />L, •E 3 '•�
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<br />F' �' . •' • \� \ems
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<br />BORA ERBILEN, P.E. #55996
<br />Florida Hospital
<br />Zephyrhills
<br />ED EXPANSION & ORTHO
<br />RENOVATION
<br />H u r--] to
<br />A R C H I T E C T S
<br />DATE SUBMISSION NO.
<br />04.15.16 CONSTRUCTION DOCUMENTS
<br />STRUCTURAL GENERAL NOTES
<br />AND SYMBOL LEGEND
<br />PROJ. NO. H-15021DO SHEET
<br />DRAWN BE/RH/TC
<br />S001
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<br />Copyright HuntonBrady Architects P.A. All Rights Reserved. 800 N. Magnolia Ave., Suite 600, Orlando, Florida 32803 (407) 839-0886 (407) 839-1709/Fax www.huntonbrady.com License AAC001744
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