11-109-010all
GENERAL. STRLl RAL NOTES
SECTION 3.0100 -CONCRETE
2. CONCRETE MASONRY UNITS TO BE ERECTED BEFORE SLAB -ON -GRADE, TIE COLUMNS, AND TIE BEAMS. A CONTINUOUS 9 GAUGE,
TRUSS DESIGN DEFORMED MILL GALVANIZED STEEL TO BE INSTALLED EVERY OTHER COURSE. WIDTHS TO SUIT THICKNESS OF BLOCK
.
1, ALL STRUCTURAL STEEL TO BE DOMESTIC AS.T.M, A-36 FY=36 K.S.l.} AND DESIGNED IN ACCORDANCE WITH THE A.I.S.C.
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1. STRUCTURAL DRAWINGS SHALL BE WORKED WITH ARCHITECTURAL, HVAC, PLUMBING AND ELECTRICAL DRAWINGS TO LOCATE OPENINGS,
DEPRESSED SLABS, SLOPES, DRAINS, OUTLETS RECESSES, REGLETS, BOLT SETTINGS, SLEEVES, ETC. DISCREPANCIES ARE TO BE
1. CONTRACTOR IS RESPONSIBLE FOR ALL CONCRETE FORM WORK DESIGN, ENGINEERING, AND CONSTRUCTION.
TO WITHIN ONE (1 "}INCH OF FACE. JOINT REINFORCING SHALL OVERLAP 6" MIN.
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SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOP CUILDING� , ^ A89, THE A.rv.S, r
BROUGHT TO THE ATTENTION OF ARCHITECT (AND OR ENGINEER IF INDICATED ON PLANS) BEFORE PROCEEDING WITH THE WORK.
CODE OF STANDARD PRACTICE. p ^
2. CONCRETE FOOTINGS, SLABS ON GRADE, GRADE BEAMS, TIE COLUMNS, TIE BEAMS, STRUCTURAL SLABS, AND NON-STRUCTURAL
3. FILLED CELLS ON EITHER SIDE OF OPENING SHALL HAVE 1#5 REINFORCING BAR WITH CONCRETE FILL. REINFORCING BARS SHALL BE
" VIDE M4TCH(NGpH.S, WS�
2. HIGH STRENGTH BOLTS (ASTM-A325) TO BE 3/4 DIAMETER, UNLESS OTHERWISE SPECIFIED. PRO
2
ALL WORK TO BE PERFORMED BY THE CONTRACTOR AND ANY SUBCONTRACTORS SHALL COMPLY TO THESE PLANS. THESE PLANS
CONCRETES L BE READY -MIX AND SHALL ATTAIN 3,000 P.S.I. IN COMPRESSION AT 28 DAYS. NO WATER SHALL BE ADDED AT JOB
IMBEDDED IN FOOTINGS AND 11E BEAMS. BARS SHALL BE LAPPED 48 BAR DIAMETERS.
WASHERS. ALL BOLTS TO BE SNUG FIT,
WERE PREPARED BASED ON THE 2007 FLORIDA BUILDING CODE, 2008 AMENDMENTS (CHAPTERS 15 THROUGHT 24.), THE ASCE
SITE UNLESS AUTHORIZED BY ENGINEER.
7-05 SECTION 6, AND ALL NATIONAL WOOD, STEEL, CONCRETE CODES, (SEE SPEC. BELOW), WHICH ARE APPLICABLE TO THIS
4. LAY MASONRY COURSES PLUMB, LEVEL AND TRUE.
STRUCTURE.
3. CONCRETE SHALL BE PLACED IN CLEAN, OILED, SECURE FORMS AND VIBRATED MECHANICALLY TO INSURE COMPACTION.DO NOT USE
THE VIBRATOR TO MOVE CONCRETE AROUND AND DO NOT OVER -VIBRATE,
3. ALL WELDING TO BE IN ACCORDANCE WITH AMERICAN WELDING SOCIETY (AWS} "STRUCTURAL WELDING CODE- STEEL", D1.1,
3.
ALL DETAILS, SECTIONS AND NOTES SHOWN ON THESE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL APPLY UNLESS
OTHERWISE NOTED.
4. CONCRETE TEST SHALL BE MADE FOR ANY POUR OF TEN YARDS OR MORE. FIVE (5) SPECIMENS SHALL BE TAKEN FROM EACH 50
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1. ALL LUMBER IN CONTACT WITH CONCRETE, MASONRY OR STEEL SHALL BE PRESSURE -TREATED #1' OR #2 PINE, SELECTED FOR
198E AND AS INDICATE
UR ON THE STRUCTURAL DRAWINGS. WELDING ELECTRODES, WELDING PROCESS, MINIMUM PREHEAT AN[
INTERPALS TEMPERATURES TO BE IN ACCORDANCE WITH THE AWS SPECIFICATIONS. ANY STRUCTURAL STEEL DAMAGED IN WE
CUBIC YARDS OR PORTION THEREOF AND TESTED IN ACCORDANCE WITH A S.T,M. C-39, ONE CYLINDER AT 3 DAYS, ONE AT 7 DAYS
STRAIGHTNESS AND GENERAL APPEARANCE.
TO BE REPLACED OR ACCEPTABLY REINFORCED. ALL FULL PENETRATION GROOVE WELDS TO BE SUBJECT TO RADIOGRAPHIC,
4.
COMPUTED DIMENSIONS GOVERN OVER SCALED DIMENSIONS. THE CONTRACTOR ASSUMES SOLE RESPONSIBILITY FOR ANY DIMENSIONS
SCALED OR AT VARIANCE WITH THOSE SHOWN. IN CASES WHERE MATERIAL OR EQUIPMENT REQUIRE DIMENSIONAL CHANGES FOR
AND 3 AT 28 DAYS. DUPLICATE REPORTS SHALL BE SENT TO THE ARCHITECT AND ENGINEER,
2. LUMBER FOR FLOOR TRUSSES, ROOF TRUSSES AND STRUCTURAL. MEMBERS SHALL BE NOT LESS fl200 PINE, FIR OR
MAGNETIC PARTICLE, ULTRASONIC, AND/OR LIQUID PENETRANT INSPECTION CONDUCTED BY AN INDEPENDENT TESTING AGENCY
/
ALL FIELD WELDS WITH HEAVY DUTY RU ROOFING PAINT.
PROPER INSTALLATION, MINOR CHANGES MAY BE MADE BY THE CONTRACTOR AT HIS RISK.
APPROVED MATERIAL
BY THE OWNER. RUSTPROOF
5.
THE CONTRACTOR AND ALL SUBCONTRACTORS (SUBS) SHALL FIELD CHECK AND VERIFY EXISTING CONDITIONS AND DIMENSIONS
SECTION 3.0103 - SLABS
1. CONCRETE SLABS TO BE UNLESS OTHERWISE NOTED 4 THICK MINIMUM WITH 6X6 W1.4 W1.4 HOT DIPPED GALV. WELDEDWIRE
3. ALL JOISTS OVER 8'-0" SPAN REQUIRE 2x (VARIES) BRIDGING SPACED 8'-0" MAXIMUM.( NOT REQUIRED FOR 3x EXPOSED
4. ALL CONNECTIONS TO BE FIELD AND SHOP WELDED AND TO D LOP MEMBERS IN SHEAR.
PRIOR TO SUBMITTING BIDS. THE CONTRACTOR MUST NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND BETWEEN THE
MESH (ASTM A185), CENTERED IN SLAB. LAP BACK WIRE MESH AT THICKENED EDGES AND THICKENED SLAB 5'-0.
MEMBERS.
r 5. SPLICE LOCATIONS TO BE REVIEWED BY A/E.
DRAWINGS AND ACTUAL CONDITIONS. ALL INFORMATION ON THE CONTRACT DOCUMENTS WHICH IS EXISTING" SHOULD BE VIEWED AS
SCHEMATIC DATA AND SHALL BE FIELD VERIFIED. NO EXTRA PAYMENT WILL BE ALLOWED FOR CONDITIONS THAT ARE NOT BROUGHT
"
2. CONCRETESLAB TO BE POURED ON 8 MIL. POLYETHYLENE VAPOR BARRIER (OVERLAPPED 6 AT JOINTS) WITH A PERMEANCE OF
" " "
4. ALL BUILT UP BEAMS (2 MEMBERS OR MORE) TO REQUIRE 1/2 GALV. BOLTS AT I6 O.C. STAGGERED 1 ABOVE AND BELOW THE
BEARING ON STEEL TO BE WELDED THERETO.
TO THE ATTENTION OF THE ARCHITECT OR OWNER BEFORE SIGNING OF THE CONTRACT.
LESS THAN 0.3 PERMS IN ACCORDANCE WITH ASTM-E-96. JOINTS TO BE TAPED.
NA OF THE BEAM UNLESS OTHERWISE NOTED.
6. STEEL
6.
ANY CHANGES MADE BY THE CONTRACTOR WHICH DEVIATE FROM THE DRAWINGS MUST BE REPORTED TO THE ARCHITECT IN WRITTEN
3. ISOLATION JOINTS MUST BE USED AT JUNCTIONS WITH WALLS AND COLUMNS, USE 3/4' THICK (1' WHERE INDICATED) PREMOL.DED
7. SHOP GOAT ALLUCTURAL STEEL WITH RUSTOLEUM "769" RED PRIMER OR APPROVED EQUIVALENT (U.O.N.}.
STR
FORM. FOR ANY SUCH CHANGES WHICH REQUIRE THE CONSTRUCTION DOCUMENTS TO BE CORRECTED THE ARCHITECT WILL BE
REIMBURSED FOR HIS TIME. ARCHITECT NOT RESPONSIBLE FOR ANY DEVIATIONS FROM THE CONSTRUCTION DOCUMENTS WHICH ARE
JOINTS FULL DEPTH OF SLAB. CONTROL JOINTS SHALL BE SPACED AT CENTERLINE OF COLUMN LINES. PROVIDE INTERMEDIATE JOINTS
IF COLUMN SPACING IS GREATER 30 FT. IN SIDE WALK PROVIDE TOOLED JOINTS SPACED AT INTERVALS EQUAL TO THE WIDTH
ROOF TRUSSES
1. THE CONTRACTOR MUST OBTAIN AND INSTALL ALL WOOD TRUSSES FROM A QUALIFIED MANUFACTURER THAT IS LICENSED IN
8. SUBMIT SHOP DRAWINGS FOR ENGINEERS REVIEW BEFORE STARTING FABRICATION,
NOT REPORTED.
OF THE SLAB.
MIAMI-DADE COUNTY AND WITH THE STATE OF FLORIDA DEPARTMENT OF PROFESSIONAL REGULATION.
9, WELDABLE REINFORCING BARS SHALL CONFORM TO "STRUCTURAL WELDING CODE - REINFORCING STEEL" ANSI/AWSDIA OF TI
7.
THE ARCHITECT DOES NOT HAVE CONTROL OF AND SHALL NOT BE HELD RESPONSIBLE FOR: CONSTRUCTION MEANS, METHODS,
SECTION5.0103- REINFORCING STEEL
2. THE TRUSSES SHALL BE DESIGNED BY A STRUCTURAL ENGINEER WITH REGISTRATION IN THE STATE OF FLORIDA. THE SHOP
AMERICAN WELDING SOCIETY AND SHALL MEET ASTM A706.
TECHNIQUES, SEQUENCES AND PROCEDURES; SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK, ACTS OR
1. REINFORCEMENT SHALL BE NEW HIGH STRENGTH BILLET STEEL CONFORMING TO A.S.T.M. A-615 GRADE 60, INCLUDING STIRRUPS AND
DRAWINGS MUST BE COMPLETE WITH ALL CALCULATIONS FOR PRESENTATION FOR ARCHITECT'S/ENGINEER'S REVIEW PRIOR TO
OMISSIONS OF THE CONTRACTOR, SUBCONTRACTORS OR ANY OTHER PERSONS PERFORMING ANY OF THE WORK; OR FAILURE OF ANY
TIES. ALL REINFORCING STEEL TO BE DETAILED AND FABRICATED IN ACCORDANCE WITH "MANUAL OF STANDARD PRACTICE OF
PRODUCTION OF TRUSSES. THESE DRAWINGS SHALL BE COMPLETELY DETAILED, LEGIBLE,TO SCALE AND SHALL BEAR THE IMPRINTED
END REACTIONS SHALL BE SHOWN, BOTH GRAVITY AND WIND LOADING. CALCULATIONS SHALL
at [ 01 _ FASTENERS
SECTION
1. CO CTOR S FURNISH AND INSTALL ANCHORS, ANCHOR BOLTS, WEDGE ANCHOR BOLTS, NUTS, PLATES AND OTHER
OF THEM TO CARRY OUT THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS,
DETAILING REINFORCED CONCRETE STRUCTURES", UNLESS OTHERWISE NOTED AND PLACED IN ACCORDANCE WITH A.C.I. BUILDING CODE
SEAL OF THE DESIGNING ENGINEER. ALL
BE BASED ON LOADS AND DESIGNS SPECIFIED IN THESE DOCUMENTS. TRUSS MANUFACTURER SHALL VERIFY THE LOCATION OF ALL
CONNECTIONS SHOWN OR REQUIRED TO COMPLETE THE WORK.
8.
ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY
MANUAL OF STANDARD PRACTICES,
GIRDER TRUSSES AS INDICATED IN THE DRAWINGS. THE ARCHITECT/ENGINEER SHALL BE NOTIFIED OF ANY REQUIRED DEVIATIONS
2. PROVIDE ANY FASTENERS TO OTHER ES FOR INSTALLATION WHERE SUCH ITEMS ARE NOT SPECIFICALLY PROVIDED UNDER
SIMILARSITUATION ELSEWHERE ON THE PROJECT EXCEPT WHERE A DETAIL IS SHOWN OR A NOTE IS ON THE DRAWINGS.
2. CONCRETECOVER FOR REINFORCEMENT SHALL BE AS FOLLOWS UNLESS OTHERWISE NOTED ON THE DRAWINGS:
BEFORE PROCEEDING,
RESPECTIVE SECTION.
A. CONCRETE IN CONTACT WITH GROUND............................................................................. 3"
9•
ALL SPECIFIED ITEMS TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS OR THESE DOCUMENTS,
B. FORMED CONCRETE IN CONTACT WITH GROUND............................°.........,........................ 2"
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE FOLLOWING:
A. DETERMINE AND/OR VERIFY ALL FIELD MEASUREMENTS AND CONSTRUCTION CRITERIA
3. ALL NAILS, ANCHORS, ANCHOR BOLTS, NUTS AND OTHER CONNECTIONS TO BE HOT -DIPPED GALVANIZED. ANY CONNECTOR
WHICHEVER IS MORE RESTRICTIVE,
C. COLUMNS AND BEAMS ................................................... ........ ........................... 1 Y"
B. SUBMIT TO TRUSS MANUFACTURER ALL APPROVED PLANS, STRUCTURAL SPECIFICATIONS AND FIELD CONDITIONS PERTINENT
FABRICATED FOR THIS PROJECT SHALL BE HOT -DIPPED GALVANIZED AFTER FABRICATION.
10.
THE CONTRACTORS SUBMIT FOUR (4) SETS OF SHOP DRAWINGS FOR ITEMS D FOR IN DOCUMENTS (ONE SET TO BETO
D. FLATS S........................................................................................................................ 1'
THE PRODUCTION OF THE TRUSSES.
RETAINED BY ARCHITECT). THE ARCHITECT SHALL REVIEW AND APPROVE OR TAKE APPROPRIATE ACTION UPON CONTRACTORS
3. CONTINUOUS REINFORCEMENT TO BE LAPPED 48 BAR DIAMETERS IN FOUNDATION, 30" IN TIE BEAM WITH BOTTOM BARS SPLICE AT
C. REVIEW SHOP DRAWINGS PRIOR TO SUBMISSION TO ARCHITECT/ENGINEERS AND BUILDING DEPARTMENT.
SUBMITTAL, BUT ONLY FOR THE LIMITED PURPOSE OF CHECKING FOR CONFORMANCE WITH INFORMATION GIVEN AND DESIGN CONCEPT
SUPPORTS, TOP BARS AT MIDSPAN AND HOOKED AT NON- CONTINUOUS EDGES.
D. WILL NOT BEGIN FABRICATION OF TRUSSES UNTIL RETURN OF ARCHITECT/ENGINEERS REVIEWED SUBMITTAL..
EXPRESSED IN THE DOCUMENTS.
E. WILL NOTIFY THE ARCHITECT/ENGINEER IN WRITING AT THE TIME OF SUBMISSION, OF ANY DEVIATIONS IN THE SUBMITTAL FROM
4. THE CONCRETE COVER IS VERY IMPORTANT AND WILL BE ENFORCED. THE QUALITY OF THE POUR WILL ALSO BE CHECKED, AND ANY
REQUIREMENTS OF THE CONTRACT DOCUMENTS.
11.
IT IS THE INTENT OF THE DOCUMENTS TO PRODUCE A COMPLETE AND FINISHED PROJECT. ANY ITEMS REQUIRED TO COMPLETE THE
HONEYCOMB OR EXCESSIVE VOIDS WILL BE REPAIRED BY THE GUNITE METHOD.
PROJECT NOT SPECIFICALLY INDICATED, BUT GENERALLY UNDERSTOOD TO BE REQUIRED TO COMPLETE THE JOB SHALL BE A PART
4. THE SUBMITTAL REQUIREMENTS SHALL BE FOUR SETS OF SHOP DRAWINGS, TWO (2) OF WHICH WILL BE RETAINED BY ARCHITECT.
OF THE DOCUMENTS.
MASONRYWALLS
5. THE TRUSSES FOR THIS PROJECT SHALL BE 2x4 TOP CHORD UNLESS OTHERWISE NOTED. TRUSSES SHALL BE ERECTED, AND
NDR SQL
1. MASONRY WALLS WILL ALL BE CONSIDERED LOAD -BEARING, AND SHALL BE HOLLOW MASONRY UNITS, ASTM C-90-90,
,
BRACED AS PER MANUFACTURERS SPECIFICATIONS. ALL ANCHORING SHALL BE AS PER STRUCTURAL SPECIFICATIONS SHOWN IN
1.
THE CONTRACTOR SHALL STRIP AND REMOVE ALL GRASS, ROOTS, SHRUBBERY, TREES AND ORGANIC MATTER FROM CONSTRUCTION
1,900 P.S.I. WITH Fm=1500 PSI., 8"x 8"x 16" OR 8'x 4"x 16".
A MORTAR SHALL BE TYPE M. COMPLYING WITH THE REQUIREMENTS OF ASTM C270-89 AND ASTM C150-74.
THESE DOCUMENTS. ALL BRIDGING SHALL BE IN PLACE AS PER THESE DRAWINGS. BRACING TO BE A MIN. OF 2x4 AND FASTENED
AREA.
B. GROUT SHALL BE 3/8" TOP SIZE PEAROCK GROUT CONFORMING TO ASTM C476-71 WITH 28 DAY MIN. COMPRESSIVE
WITH 3-12d GALV. NAILS INTO EACH TRUSS. AT END OF EACH BRACING MEMBER GALV. MTL, STRAPS (OR CLIPS) SHALL BE
INSTALLED IN ORDER TO TRANSFERER LOADS TO BEARING WALLS. CONTRACTOR AND TRUSS MANUFACTURER MUST REVIEW
2.
TREAT SOIL UNDER ANY NEW CONSTRUCTION AND 5" BEYOND WITH LETHAL BARRIER TO SUBTERRANEAN TERMITES AS REQUIRED BY
STRENGTH
STRUCTURAL CONNECTION SCHEDULE FOR FASTENER TYPES AND LOADS.
SECTION 1816.1.7 OF THE FLORIDA BUILDING CODE. TREATMENT TO BE BONDED. APPLICATION OF POISON TO BE APPLIED IN STRICT
OF 3000 P.S.I. WITH A SUMP OF 9" TO 11"
ACCORDANCE WITH MANUFACTURER'S WRITTEN SPECIFICATIONS AND THE FLORIDA DEPARTMENT OF AGRICULTURE RULES AND LAWS.
C. ALL VERTICAL CELLS WITH REINFORCING SHALL BE FILLED WITH COARSE GROUT CONSISTING OF 3000 PSI CONCRETE WITH
ALL REASONABLE PRECAUTION SHALL BE USED TO PREVENT HUMAN OR ANIMAL CONTACT WITH TREATED AREAS. A CERTIFICATE OF
#8 COARSE AGGREGATE. USE HIGH -SLUMP (SUPERLASTIGIZED) WHERE HEIGHT OF LIFT EXCEEDS 4'-0'. WHERE HEIGHT OF
COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY. THE PROPERTY OWNER
OPEN CELL EXEEDS 4'-0", USE HIGH-UFT GROUTING TECHNIQUE WHICH REQUIRES A CLEAN -OUT OPENING AT BOTTOM OF
WILL BE SUPPLIED WITH A COPY OF THE CERTIFICATE OF COMPLIANCE.
ALL CELLS AND PLACEING THE GROUT IN MAXIMUN 4'-0" LIFTS WITH 30 TO 60 MINUTE DELAY BETWEEN LIFTS.
D. MORTAR BEDDING: MASONRY UNITS SHALL BE LAID IN RUNNING BOND WITH FACES BE BEDDING EXCEPT THE FIRST
3,
FOOTINGS, COLUMN PADS, CONCRETE SLABS AND ANY OTHER STRUCTURAL COMPONENT ARE TO BEAR ON UNDISTURBED SOIL OF
COURSE OF MASONRY ON FOUNDATION SHALL BE LAID IN FULL BEDDED MORTAR.HORIZONTAL AND VERTICAL JOINTS SHALL BE
MINIMUM SAFE BEARING CAPACITY OF 2000 P.S.F. OR SHALL BEAR ON SOIL COMPACTED IN 6" LAYERS AND COMPACTED WITH
FILLED TO FULL FACE SHELL THICKNESS AND SHOVED TIGHT.
VIBRATING MECHANICAL EQUIPMENT TO 95% MAXIMUM DENSITY AT OPTIMUM MOISTURE AS PER ASTM D-1557. CONDITIONS OTHER
E. WATERPROOFING IS REQUIRED. CONTRACTOR TO NOTIFY ARCHITECT OF WATERPROOFING MANUFACTURER.
THAN THESE ARE TO BE BROUGHT TO THE ATTENTION OF ARCHITECT AND/OR ENGINEER BEFORE PROCEEDING WITH THE WORK,
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