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<br />STRUGTURAL NOTES
<br />DESIGN GOI)E:--------ITH
<br />EDITION 2020 FLORIDA BUILDING CODE
<br />DESIGN LOAD5
<br />AGTUAL AND UNIFORM
<br />HIND LOADING: (A5GE 111b)
<br />BA516 HIND SPEED -----
<br />____W MPH
<br />IMPORTANCE FAGTOR__
<br />___i.00
<br />MEAN ROOF HEIGHT_
<br />lb.0 FT
<br />ROOF PITCH
<br />4/12
<br />BUILDING CATEGORY
<br />EXP05URE GATE6ORY__ __13
<br />ENGLO5URE CLA551FIGATION — - — ------- — ENCLOSED
<br />INTERNAL PRE55LRE GOEFFIGIENT__ I&
<br />TWITI , DO m. 1507,
<br />FILL TO BE GOMPAGTED TO 45% OF MAXIMUM DENSITY AS DETERMINED BY A5TM 0-1551. PLACE
<br />FILL IN LAYERS OF b" THICK MAXIMUM I UNDER THE DIRECT 5LPERV15ION OF THE 6EOTEGHNIGAL
<br />ENGINEER.
<br />TESTS FOR DEGREE OF GOMPAGTION SHALL 13E DETERMINED 13Y THE A5TM 0-155b OR A5TM
<br />0-2q22 TEST METHODS. 065ERVATION AV FIELD TESTS SHALL BE CARRIED ON OWING FILL
<br />AND BAGKFILL PLACEMENT BY 6EOTEGHNIGAL ENGINEER TO A5515T THE CONTRACTOR IN
<br />OBTAINING THE REQUIRED DECREE OF GOMPAGTION. IF LESS THAN C15 (U.O.N. IN SOILS REPORT)
<br />PERCENT 15 lk,)IGATED, ADDITIONAL GOMPAGTION EFFORT SHALL 13E MADE HITH ADJUSTMENT OF
<br />THE M015TURE CONTENT AS REQUIRED COMPACTION 15 OBTAINED.
<br />REINFORGED CONCRETE
<br />CONCRETE: (PER AGI 30) 1 MA50NRY: (PER TM5 402/602-16
<br />COMPRESSIVE STRENGTH REQUIRED, U.O.N.
<br />SLAB ON GRADE f(,=3000 P51
<br />ALL OTHER CONCRETE fc=3000 P51
<br />ALL CONCRETE WORK SHALL GONFORM TO THE REQUIREMENTS OF THE LATEST EDITION OF AGI
<br />315 AND AGI 301. CONCRETE MIX DE516N55HALL BE SUBMITTED FOR THE REVIEW AND
<br />APPROVAL OF THE STRUCTURAL ENGINEER
<br />UNLE55 OTHERW15E SHOWN ON DRAWING-5, MINIMUM GOVER FOR REINFORCING SHALL BE AS
<br />FOLLOWS:
<br />5LAE35 ON GROUND CENTERED
<br />ALL HOOKS IN REINFORCING BARS SHALL BE AGI STANDARD HOOKS.
<br />ALL CONCRETE REINFORCEMENT SHALL 13E DETAILED, FABRIGATED, LABELED, SUPPORTED
<br />AND SPACED IN FORMS AND 5EGUREP IN PLACE IN AGGORDANGE WITH THE PROGEDURE5
<br />AND REQUIREMENTS OUTLINED IN THE LATEST EDITION OF THE 'MANUAL OF STANDARD
<br />PRAGTIGE FOR DETAILING REINFORCED CONCRETE 5TRUGTURE5', AGI 315.13AR 5UPPORT5
<br />SHALL BE PLASTIC DIPPED AFTER FABRICATION.
<br />ALL REINFORCING SPLICES SHALL GONFORM TO THE REQUIREMENTS OF THE LATEST EDITION
<br />OF AGI 30, BUT IN NO CASE SHALL BE LE55 THAN 40 BAR DIAMETERS, U.O.N. ALL WELDED
<br />HIRE FA13RIG SHALL 13E LAPPED TWO (2) MESH PANELS AND TIED SECURELY. WHERE REGK)IRED,
<br />DOWELS GREATER, AND NOT SPACED MORE THAN 45" O.G. A MINI MUM OF THERE (3) SUPPORT
<br />BARS AND THREE (3) INDIVIDUAL CHAIRS FOR EACH SUPPORT BAR SHALL 13E PROVIDED FOR
<br />TOP BARS. SUPPORT BARS AND EN05 OF MAIN REINFORCING SHALL NOT EXTEND MORE THAN
<br />I'-b" PAST OUTBRM05T CHAIR OR SUPPORT BAR
<br />ITW17:*72117
<br />1 P WMW�
<br />ALL RETROFITS DOWELS 5HALL BE DRILI ED AND GROUTED IN PLACE
<br />USING ITH RAM15ET/REDHEAD EPGON CERAMIC b EPXOY ANGHORIN6 SYSTEM OR APPROVED
<br />EQUAL THE APPROVED EQUAL ANCHORING SYSTEM MUST MEET OR EXCEED ALL STRENGTH
<br />MUST MEET ALL REQUIREMENTS OF A5TM GERIGAMIG b. THE APPROVED EQUAL ANCHORING
<br />SYSTEM MUST MEET ALL REQUIREMENTS OF A5TM SYSTEM SHALL BE A TWO PART 5Y5TEM
<br />BLENDED TO THE CORRECT MIXTURE IN A MIXER NOZZLE. INSTALL ANGHORIN6 5Y5TEM
<br />ACCORDING TO MANUFACTURER REQUIREMENTS AND RECOMMENDATIONS
<br />STRUCTURAL STEEL
<br />DETAIL, FABRIGATE, AND ERECT ALL 5TRUGTURAL STEEL IN AGGORDANCE WITH A15G 5PEGIFAGTION
<br />FOR DESIGN, FABRICATION AND EREGTION OF STRUCTURAL STEEL FOR BUILDINGS.
<br />ALL STRUCTURAL STEEL WORK SHALL CONFORM TO THE A.15L "5PEGIFIGATION FOR DE51 6N,
<br />FABRIGATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS', LATEST EDITION AND
<br />ALL STATE AND LOCAL BUILDING REQUIREMENTS
<br />ALL ANGLE CHANNELS, PLATES, ETC, UNLE55 OTHERW15E NOTED, SHALL A5TM A3b, F�=361<sl
<br />DETAIL, FABRICATE, AND ERECT ALL STRUCTURAL STEEL IN AGGORDANGE WITH A15G SPECIFICATION
<br />FOR DESIGN, FA13RIGATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDING.
<br />WELDING: ALL HELDINC715 TO BE DONE BY PREQUALIFIED HELPERS, HOLDING CURRENT CERTIFICATE
<br />FROM A RECOGNIZED TESTING LABORATORY. ALL WELDS ARE TO BE PER A.H.5. CODE, LATEST
<br />EDITION. ALL HELPS SHALL BE 311b, MINIMUM FILLET HELPS U.O.N. OR AS REQUIRED BY DESIGN
<br />ELECTRODES SHALL BE E-IOXX.
<br />M15GELLANEOL15 STEEL: ANGLES EM13EDDED IN CONCRETE SHALL HAVE 311b" HOLES @ 4'-0" OL.
<br />FOR ATTACHMENT TO FORMS. ANCHOR5 SHALL BE 1/2' DIAMETER, 5' LONG WITH HEAD AT 3'-0"
<br />O.G. UNLE55 OTHERN15E NOTED.
<br />5TRLIGTURAL GROUT SHALL BE SHRINKAGE RE515TANT NON-EXPAN51VE, NON-METALLIC, GROUT WITH
<br />A MINIMUM 2&-DAY GOMPRE551VE 5TRB46TH OF 5�900 P51 WHEN TESTED IN AGGORDANGE WITH
<br />A5TM GIOCI. FORMS SHALL 13E PLACED AROUND BASE PLATE AND THE STRUCTURAL 6
<br />ROUT SHALL
<br />BE POURED. NO DRY -DAMP PACKING.
<br />ANCHOR BOLTS SHALL BE A5TM A3b HEADED OR THREADED, UNLE55 OTHERH15E NOTED.
<br />TEMPORARY EREGTION BOLTS SHALL CONFORM TO A5TM A301 MINIMUM.
<br />PRIME: ALL STEEL 5URFAGE5, E30TH EXP05ED AND GONCGEALED ARE TO RECEIVE ONE SHOP
<br />GOAT OF PAINT AND FIELD SPOT PRIME ALL HELD5,5GAR5, ETC., RE-6ALVANIZED IF DAMAGED.
<br />DEVIATION FROM THE CONNECTION DETAILS DEPICTED IN THE CONTRACT DOCUMENTS SHALL NOT BE
<br />PERMITTED WITHOUT WRITTEN PERMI55ION5 FROM THE 5TRrTURAL ENGINEER. STRUCTURAL EN61NEER
<br />SHALL BE COMPENSATED BY THE CONTRACTOR FOR THE G05T INVOLVED IN THE REPE516N OF
<br />CONNECTIONS FOR THE CONVENIENCE OF THE CONTRACTOR
<br />DETAILER SHALL BE RESPONSIBLE FOR CHECKING ALL ARGHITEGTURAL MEGHANIGAL AND
<br />ELEGTRIGAL DRAHING-5 FOR OPENING, EMBEDS, M15G. 5TER AND OTHER CONDITIONS
<br />AFFECTING THE STRUCTURAL
<br />CONCRETE MA50NRY:
<br />ALL MA50NRY DESIGN AND CONSTRUCTION SHALL CONFORM TO TM5 4021602-lb. GK SHALL BE IN
<br />ACCORDANCE WITH A5TM GqO-15, HOLLOW LOAD-BEARIN6 (GM), TYPE 1, GRADE N-1, NORMAL
<br />HEIGHT, HITH A MINIMUM GOMPRE55IVE STRENGTH OF IqOO P51 (fYn=1500 P51).6
<br />ROUT ALL CELLS
<br />CONTAINING VERTICAL REINFORCEMENT IN 5'-0" MAXIMUM LIFTS PROVIDE GLEANOUT5 PER AGI
<br />530.1-02 IN THE 130TTOM OF COURSE OF MA50NRY WHEN THE WALL HEIGHT EXCEEDS 5'-0"
<br />GOWGRETE MA50NRY UNITS SHALL 13E NORMAL HEIGHT AND CONFORM TO A5TM G--qO. LAY IN RUNNING
<br />BOND UNLE55 NOTED OTHERWISE. F" SHALL 13E 1500 P51 (MIN. GMU COMPRESSIVE STRENGTH = MOO
<br />P50. COMPLETE TEST REPORTS THAT DOCUMENT MIN114H GOMPRE551VE STRENGTH SHALL BE
<br />SUBMITTED TO THE BUILDING INSPECTOR.
<br />GROUT SHALL BE IN ACCORDANCE WITH A5TM G41b HITH MINIMUM OF 29) DAY GOMPRE55IVE
<br />STRENGTH OF 3" psi PER A5TM GIOIq. GROUT SHALL BE HAVE A MAXIMUM COURSE A667RE6ATE
<br />51ZE OF % PLACED AT AN bN TO I IN SLUMP. MORTAR SHALL CONFORM TO A5TM G210 AND TYPE M
<br />OR 5. TYPE N MORTAR MAY BE L15ED IN BRIGK VENEER.
<br />JOINT REINFORCING - TRL65 TYPE, q 6AL16E SPACED VERTIGALLY AT 16" UNLE55 NOTED
<br />OTHERW15E AND CONFORM TO A5TM A-&2.
<br />PROVIDE REINFORCING IN CONCRETE MA50NRY GROUTED CELLS AT EACH 51DE OF OPENING, EQUAL TO
<br />THE REINFORCING DISPLACED. MINIMUM REINFORCING SHALL BE (1) TYPIGAL REINFORCEMENT BAR AT
<br />EACH SIDE UNLE55 REINFORCED GONGRETE JAME315 GALLED GOT.
<br />SEE ARGHITEGTURAL ORMIN65 FOR LAYING MA50NRY AND LOCATION OF OPENINGS. ARCHITECT
<br />SHALL BE RESPONSIBLE FOR THE DESIGN OF ALL FLASHING.
<br />FACE SHELLS OF BED JOINTS SHALL BE FULLY MORTARED. HE135 SHALL BE FULLY MORTARED IN ALL
<br />COURSES OF PILASTERS, PIERS, COLUMNS, IN THE STARTING, COURSE ON FOUNDATIONS WHERE
<br />ADJACENT GELL5/6AVITIE5 ARE TO BE GROUTED, 4 WHERE OTHERN15E NOTED.
<br />DRILL I"Xlb' HOLE INTO EXISTING WALLS 24" OG
<br />AND EPDXY #5 REBAR FROM NEW HALL INTO EXISTING BLOCK HALL
<br />\REBAR TO BE 12" LONG WITH b" INTO EXISTING WALL b" IN NEW 13LOGK HALL
<br />#5 VERTICAL ROD TIED AT TOP AN E30TTOM
<br />AND AT EACH ROE) IN 13ETVEEN
<br />DRILL I' X 6' HOLE INTO EXISTING E30NO BEAM
<br />AND EPDXY #5 REBAR FROM NEW E30ND BEAM
<br />w
<br />TOP E30NO 13EAM \IN'TO EXISTING BOND BEAM
<br />,-POUR CELL 50LID
<br />LOWER 13OW BEAM
<br />NEW WALL
<br />NEN KALL TO EX15TINC7
<br />V2' No P-W
<br />EXISTING HALL
<br />EXISTING FOOTING
<br />DRILL IN X &N HOLE INTO EXISTING FOOTINGS
<br />AND EPDXY #5 REBAR FROM NEW FOOTIN65
<br />INTO EXISTING FOOTINGS
<br />#5 GONT:
<br />FOOTER DETAIL
<br />No
<br />SHOP DRAWINGS:
<br />ALL REINFORCING AND 5TRJJGTURAL STEEL SHOP DRAWING SHALL BE 506MITFED TO THE
<br />ENGINEER FOR APPROVAL.
<br />IN AGGORDANGE WITH CHAPTER 21-H, FLORIDA ADMINISTRATIVE CODE, THE FOLLOWING` WRITTEN
<br />REQUIREMENTS ARE TO BE FOLLOWED BY THE DELEGATED ENGINEER IN PREPARING H15 ENGINEERING
<br />006UMENT5 ON THAT PORTION OF THE PROJECT THAT UTILIZE5 PREFABRICATED COMPONENTS.
<br />A. ALL SHOP DRAWINGS SHALL ADHERE TO THE ARCHITECT OR ENC71NEER OF REGORD FRAMING PLANS
<br />UNLE55 PRIOR WRITTEN APPROVAL 15 OBTAINED FROM THE ARGHITEGT OR EN61NEER OF REGORD. IF
<br />RE-FRAM11% 15 APPROVED, THE BUILDING OFFICIAL AFTER REGEIVING UPDATED PLANS FROM THE
<br />DELEGATED ENGINEER SHOWING ALL ADJUSTMENTS NECESSARY TO SAFELY TRANSMIT ALL APPLIED
<br />LOAD5 TO THE FOUNDATION.
<br />B. THE DELEGATED ENGINEERING DOGUMENT5 94ALL 5HON ALL PERMANENT BRACING AS DEFINED
<br />ON THE ARCHITECT OR EN61NEER OF REGORD PLANS ALONG P41TH INDIVIDUAL BRAGIN6 REQUIRED
<br />TO 5EGURE THE ENTIRE 5Y5TEM INCLUDING GONNEGTION5 TO THE LOAD RE515TIN67 STRUCTURAL
<br />SYSTEM., UNDER ALL DESIGN CONDITIONS NOTED ON THE ARCHITECT OR ENGINEER PLANS.
<br />G. ALL DETAILS AND 5EGTION5 REQUIRED TO SHOW THE 51ZE AND CONNECTIONS OF ALL
<br />SECONDARY MEMBERS HILL BE SUPPLIED ON THE DELEGATED ENGINEERING PLANS AND SHALL SHOW
<br />ALL FRAMING, CONNECTIONS AND BRACING ON ONE OR MORE PRIMARY PLANS OF MINIMUM 51ZE 24' X
<br />36"
<br />D. & 112' X I IN CUT 5HEET5 SHOWING INDIVIDUAL MEMBER DESIGN SHALL AL50 BE FURNISHED TO
<br />THE ARCHITECT OR EN61NEER OF RECORD, BUT IT HILL BE NEGE55ARY TO TRANSFER ALL GRAVITY
<br />AND UPLIFT LOAD5 SHOWN ON THESE GUT 5HEET5 TO THE PRIMARY PLANS
<br />CONTRACTOR RE5PON5IBILTIE5
<br />THE CONTRACTOR SHALL GOORDINATE THE ARGHITEGTURAL, MEGHANIGAL, ELEGTRIGAL AND PLUMBING
<br />FOR LOCATION OF MISCELLANEOUS ITEMS (5UGH AS 13ENT PLATES, INSERTS, ETG) AFFE( TIN6
<br />5TRL6TURAL WORK, LOCATION OF OPENINGS AND SLEEVES THROUGH THE STRUCTURE, SLAB
<br />DEPRESSIONS, FLOOR DRAINS, INSERTS, AND OTHER RELATED ITEMS WITH THE STRUCTURAL DRAHIN55.
<br />THE GONTRAGTOR SHALL VERIFY ALL CONTRACT DOCUMENT FLOOR AND ROOF MOUNTED MECHANICAL
<br />EQUIPMENT WEIGHTS, FLOOR AND ROOF OPENING 51ZE5 AND LOCATIONS WITH ARGHITEGTURAL AND
<br />MEGHANIGAL DRAHIW-75 AS HELL AS HITH ACTUAL EQUIPMENT FURGHA5ED ARGHITECT/5TRUGTURAL
<br />ENGINEER SHALL BE NOTIFIED OF ANY D15GREPANCGY OR OM155ION
<br />COORDINATE THE STRUCTURAL DOCUMENTS WITH THE ARCHITECTURAL, MECHANIGAL, ELECTRICAL,
<br />PLUMBING AND CIVIL DOCUMENTS. ARGHITEGT/5TRUGTURAL ENGINEER SHALL BE NOTIFIED OF ANY
<br />D15GREPANGY OR OMISSION.
<br />NOTIFY IN HRITIN6, THE STRUCTURAL EN61NEER OF CONDITIONS ENCOUNTERED IN THE FIELD
<br />CONTRADICTORY TO TH05E SHOWN IN THE STRUCTURAL DOCUMENTS.
<br />CONTRACTOR HAS 50LE RESPONSIBILITY FOR MEANS, METHODS, TEGHNIQUE5 5EQUENGE5, AND
<br />PROCEDURES OF CON5TRUGTION.
<br />CONTRACTOR HAS 501 F RESPONSIBILITY TO COMPLY WITH 05HA SAFETY REGULATIONS.
<br />5# VERT. BAR 4&" O.G. I AT ALL POURED
<br />CELL LOCATIONS, AL50 AT ALL UPLIFT
<br />STRAP LOCATIONS
<br />RE13AR GONT.
<br />FIBERGLASS SHINGLE ROOF
<br />X2" GDX PLYWOOD ROOF SHEATHING
<br />NAIL 3' E067E, b' FIELD IN Y4u&]? 6ALV. RING
<br />SHANK NAILS, PEEL AND STICK DRY -IN MATERIAL
<br />PRE-ENC71NEERED TRUSSES 24" OG
<br />EAVE DRIP
<br />aTTER5 AND
<br />DOWN SPOUTS
<br />lxb GEDAIR FASCIA
<br />PRECAST LINTEL
<br />ALUMINUM 5IN65LE
<br />HUNG HINDOH5
<br />OR FIXED GLA55
<br />PRECAST SILL
<br />b" GMU HALL W 1/2"
<br />5TUGGO FIN15H
<br />NO. 5 RE13AR
<br />GONTINOU5 AROUND
<br />PERIMETER
<br />C-RADE
<br />121 X 24" 3000 P51 GON( RETE FOOTING
<br />W (3) #5 REBAR ON GHAIR5 MAX 49)"
<br />OG
<br />R-30 BATT INSULATION
<br />DROP GRID GEILIIN67 @ Il'-O'
<br />INSTALL 5IMP50N HETAlb FASTEN TO EA PRE ENGINEERED TRU55
<br />H/I 1/2" IOD NAILS FIH ALL HOLES
<br />5ING-A-E 13OND 13EAM H/I #5 REBAR
<br />CONTINUOUS AROUND PERIMETER AND
<br />TIED TO ALL VERTICAL R005
<br />MIN OF 25" OVER LAP
<br />AT 10'-ON SETUP AND AT I I'-&" 5ETDOHN
<br />VERTICAL #5 RE13AR
<br />1/2" GYPSUM HALL 130ARD OVER
<br />3/4" PT FURIN6 OVER
<br />3/4" TUFF R INSULATION
<br />#5 VERTICAL REBAR CONTINUOUS FROM FOOTER
<br />TO BOND LENTIL SEE FOUNDATION PLAN FOR LOGATION
<br />MIN OVERLAP 25N
<br />4' GONGRETE SLAB "IRE MESH OVER
<br />b MIL V156VEEN AND GLEAN GOMPAGT TREATED
<br />501L
<br />NOTES: 21-011
<br />1) E30TTOM OF FOUNDATION TO BE A MINIMUM OF 12"
<br />BELOW UNDISTURBED SOL.
<br />2) STEM HALL HE16HT TO 13E DETERMINED PER OWNER 4
<br />CONTRACTOR TO FIT 51TE GONDITION5.
<br />EXTEMOR HALL SECTION
<br />KT—C%
<br />I HEREBY CERTIFY THAT I HAVE REVIEWED
<br />TH15 PLAN AND FOUND IT TO 13E IN COMPLIANCE WITH A5GE I -lb AND
<br />THE 2020 BUILDING CODE ITH EDITION
<br />GtA MAXV
<br />4�v '/
<br />-�\cENS',,"'y
<br />No 86663
<br />110 I
<br />:�_ -;3 STATE OF
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