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00200 BUILDING CODES:
THE GOVERNING CODE FOR THIS PROJECT IS:
FLORIDA BUDDING CODE - 2001 EDITION
TO THE BEST OF OUR KNOWLEDGE, THE STRUCTURAL PLANS, AND
SPECIFICATIONS COMPLY WITH THE APPLICABLE REQUIREMENTS OF THE
GOVERNING CODES.
01100 SCOPE OF SERVICE:
THE STRUCTURAL ENGINEER OF RECORD HAS DESIGNED AND IS RESPONSIBLE
FOR ONLY THE SPECIFIC STRUCTURAL COMPONENTS SHOWN IN THIS SET OF
STRUCTURAL CONSTRUCTION DOCUMENTS. IF A SPECIALTY ENGINEER, AS
DEFINED BY THE DEPARTMENT OF PROFESSIONAL REGULATION, IS REQUIRED,
HIS SERVICES MUST COMPLY WITH THE SCOPE OF SERVICES AS OUTLINED IN
THE PROJECT CONSTRUCTION DOCUMENTS.
00500 STRUCTURAL LOADING:
THE STRUCTURE HAS BEEN DESIGNED IN ACCORD WITH THE BUILDING CODE
AND /OR MORE RESTRICTIVE REQUIREMENTS FOR LOADS AS GIVEN BELOW
UNLESS SPECIFIC AREAS OF THE DRAWING SPECIFICALLY CALL FOR DIFFERENT
LOADING CRITERIA. REFER TO DRAWINGS FOR LOAD SCHEDULE.
GRAVITY LOADING: UNIFORM LIVE LOAD
OFFICES _ -_ _ ----- _.- ..... -__ ___ - - - - _.._ ._ __ 50 PSF
PARKING - - -. - - - - - - �w � _.._ _._ _.._ - - _.. W. _ 50 PSF
PATH OF EGRESS - COMMERCIAL .---- - - - - - - ._..._._ _.._ _ 100 PSF
ROOFSSLOPED..... ....... .................... ..................... _ ..... ....... ....... ....... ..... 20 PSF
FLAT - __ _ _ _ _ - 30 PSF
WIND LOAD AS PER ASCE 798 (WIND VELOCITY 146 MPH) 1 =1.00
01051 DRAWING DIMENSIONS AND COORDINATION:
DIMENSIONAL INFORMATION, PRICING, ALL DETAILS AND CONSTRUCTION SHALL
BE BASED ON THE ENTIRE SET OF CONTRACT DOCUMENTS. COORDINATE THE
REQUIREMENTS OF ALL PROFESSIONALS. USE INFORMATION FROM APPROVED
SHOP DRAWINGS TO SUPPLEMENT CONTRACT DOCUMENTS WHERE NECESSARY.
REPORT ANY DISCREPANCIES TO THE ARCHITECT PRIOR TO PROCEEDING. IF A
CONFLICT EXISTS, THE MORE STRINGENT GOVERNS.
WHERE CRITICAL DIMENSIONS CANNOT BE DETERMINED FROM THE PLANS, OR
WHERE NEW WORK ADJOINS EXISTING CONSTRUCTION, OR WHERE ONE MATERIAL
ADJOINS A PREVIOUSLY PLACED MATERIAL WITH A MORE RESTRICTIVE
TOLERANCE THAN THE IN -PLACE MATERIAL, CONTRACTOR SHALL TAKE FIELD
MEASUREMENTS AS REQUIRED TO COMPLETE SHOP DRAWINGS AND
INSTALLATION. REPORT ANY DISCREPANCIES EXCEEDING 3% BETWEEN FIELD
MEASURED DIMENSIONS AND SCALED DRAWING DIMENSIONS TO ARCHITECT
BEFORE PROCEEDING WITH WORK. DO NOT SCALE DRAWINGS; USE DIMENSIONS.
WHERE A LINE OF STRUCTURE, OPENING LOCATION, OR DIMENSION IS CRITICAL
AND BASED ON THE REQUIREMENTS OF ANOTHER TRADE OR SUBCONTRACTOR,
THAT SUBCONTRACTOR SHALL SUBMIT A SHOP DRAWING WITH THE REQUIRED
DIMENSIONAL INFORMATION UPON WHICH THE CONTRACTOR SHALL BASE THE
LAYOUT" AND CONSTRUCTION. THIS PROCEDURE IS MANDATORY FOR CURTAIN
WALL SYSTEMS, ARCHITECTURAL PRECAST SYSTEMS, AND ALL MECHANICAL AND
ELECTRICAL OPENINGS.
THE ENGINEER WILL CLOUD OR OTHERWISE INDICATE REVISIONS TO THESE
DOCUMENTS ONLY AFTER THEY HAVE BEEN ISSUED FOR CONSTRUCTION OR
FINAL PRICING. CHANGES PRIOR TO THAT DATE WILL NOT BE CLOUDED.
CHANGES AND /OR REVISIONS AFTER THE CONSTRUCTION OR FINAL PRICING
ISSUE WILL BE CLOUDED IN AN ATTEMPT TO BRING TO THE CONTRACTOR'S
ATTENTION ANY MAJOR ITEMS, HOWEVER, IT SHALL BE SOLELY THE
CONTRACTORS RESPONSIBILITY TO COORDINATE THE PRICING AND
CONSTRUCTION OF ALL REQUIREMENTS OF THESE DOCUMENTS, INCLUDING
REVISIONS (FLAGGED OR UN- FLAGGED) WITH ALL OF HIS SUPPLIERS AND
SUBCONTRACTORS. REVISIONS ARE IDENTIFIED BY A REVISION NUMBER WITHIN
A TRIANGLE. ALL REVISIONS ISSUED ON A SINGLE DATE WILL BE IDENTIFIED BY
THE SAME NUMBER.
CONSTRUCTION TO COMPLY WITH REQUIREMENTS OF THE GOVERNING BUILDING
CODE, AND ALL OTHER APPLICABLE FEDERAL, STATE, AND LOCAL CODES,
STANDARDS, REGULATIONS AND LAWS.
DETAILS LABELED AS "TYPICAL DETAILS" ON DRAWINGS AND DETAIL SHEETS,
APPLY TO ALL SITUATIONS THAT ARE SIMILAR OR SAME AS THOSE
SPECIFICALLY DETAILED. SUCH DETAILS APPLY WHETER OR NOT THEY ARE
KEYED AT EACH LOCATION ON PLAN DRAWINGS. QUESTIONS REGARDING
APPLICABILITY OF DETAILS SHALL BE RESOLVED BY THE ARCHITECT OR
ENGINEER.
01400 STRUCTURAL FRAME INSPECTION:
OWNER TO EMPLOY A REGISTERED INSPECTOR TO PERFORM THE DUTIES
REQUIRED BY THE LOCAL BUILDING CODE. INSPECTOR SHALL PROVIDE A
STATEMENT OF INSPECTION AS REQUIRED BY GOVERNING CODES, WHICH
CERTIFIES THAT THE STRUCTURE AND ENVELOPE COMPONENTS ARE IN
COMPLIANCE WITH THE APPROVED PERMIT DOCUMENTS.
01800 SHOP DRAWINGS do STRUCTURAL SUBMITTALS:
SUBMIT TO THE STRUCTURAL ENGINEER FOUR ORIGINALS ONLY AFTER THEY
HAVE BEEN REVIEWED BY THE CONTRACTOR. IF ADDITIONAL COPIES OF ANY
MATERIAL ARE REQUIRED, PLEASE PROVIDE SUCH. HOWEVER, ONLY THREE
MARKED COPIES WILL BE RETURNED BY THE STRUCTURAL ENGINEER.
UNDER NO CIRCUMSTANCES WILL THE USE OF STRUCTURAL DRAWINGS
PREPARED BY GF CONSULTING ENGINEERS INC. BE PERMITTED FOR SHOP
DRAWING OR BACKGROUND USE. THIS INCLUDES BOTH PHOTOGRAPHIC AND
ELECTRONIC REPRODUCTION. SHOP DRAWINGS SHALL BE PREPARED ENTIRELY
BY THE VENDOR OR SUBCONTRACTOR GENERATING SUCH SUBMITTAL.
THE USE OF ANY DRAWING PREPARED BY GF CONSULTING ENGINEERS INC. AS
BACKGROUND INDICATES ACCEPTANCE OF TERMS AND CONDITIONS BY GF
CONSULTING ENGINEERS INC. FOR THEIR USE, AND STIPULATED COMPENSATION
MUST BE DELIVERED TO GF CONSULTING ENGINEERS INC. PRIOR TO SUBMITTAL
OF SHOP DRAWINGS, OTHERWISE, SHOP DRAWINGS WILL BE RETURNED NON
REVIEWED.
REVIEW OF ADDITIONAL SUBMITTALS WILL BE CONSIDERED ADDITIONAL SERVICES,
FOR WHICH THE CONTRACTOR MAY BE HELD RESPONSIBLE, THOSE ADDITIONAL
SERVICES FEES WILL BE IN ACCORDANCE WITH THE TERMS OF THE
ARCHITECT -GFCE AGREEMENT FOR THIS PROJECT. GFCE WILL MARK ONLY TWO
SETS OF DRAWINGS REGARDLESS OF HOW MANY COPIES HAD BEEN SUBMITTED,
ONLY AFTER DRAWINGS BEAR EVIDENCE OF BEEN REVIEWED AND APPROVED BY
THE CONTRACTOR. SHOP DRAWINGS SUBMITTED TO GFCE WITHOUT
CONTRACTORS APPROVAL WILL BE RETURNED UNREVIEWED.
REVIEW OF SHOP DRAWINGS IS NOT CONDUCTED FOR DETERMINING THE
ACCURACY AND COMPLETENESS OF DETAILS QUANTITIES OR FOR
SUBSTANTIATING FABRICATION INSTALLATION INSTRUCTION OR PERFORMANCE OF
EQUIPMENT OF SYSTEM, ALL OF WHICH SHALL REMAIN THE SOLE
RESPONSIBILITY OF THE CONTRACTOR.
REVIEW OF SHOP DRAWINGS DOES NOT CONSTITUTE APPROVAL OF SAFETY
PRECAUTIONS, CONSTRUCTION MEANS, METHODS, SEQUENCES OR PROCEDURES,
NOR DOES IT INDICATE APPROVAL OF ASSEMBLY OF WHICH THE ITEM IS A
COMPONENT. COORDINATION OF ALL TRADES SHALL REMAIN THE SOLE
RESPONSIBILITY OF THE CONTRACTOR. CONTRACTOR MUST REVIEW ALL
QUANTITIES AND DIMENSIONS.
ALLOW ADEQUATE TIME FOR TRANSIT,AND PROCESSING BEFORE FABRICATION.
GF CONSULTING ENGINEERS WILL REVIEW AN AVERAGE SUBMITTAL WITHIN 15
CALENDARS DAYS OF RECEIPT. REVIEW OF SHOP DRAWINGS IS LIMITED TO TWO
REVIEWS PER SUBMITTAL WITHIN THE SCOPE OF BASIC SERVICES, THAT IS ONE
INITIAL REVIEW AND ONE ADDITIONAL REVIEW ONCE MARKED ITEMS HAVE BEEN
CORRECTED.
SPECIALTY OR DELEGATED ENGINEERING SHOP DRAWINGS:
BY DEFINITION A DELEGATED ENGINEER IS A FLORIDA REGISTERED
PROFESSIONAL ENGINEER NOT THE STRUCTURAL ENGINEER OF RECORD, WHO
SPECIALIZES IN AND WHO UNDETAKES THE DESIGN OF STRUCTURAL
COMPONENTS OR STRUCTURAL SYSTEMS INCLUDED IN A SPECIFIC SUBMITTAL
PREPARED FOR THIS PROJECT.
THE DELEGATED OR SPECIALTY ENGINEER SHALL BE AN EMPLOYEE OR OFFICER
OF A FABRICATOR, AN EMPLOYEE OR OFFICER OF AN ENTITY SUPPLYING
COMPONENTS TO A FABRICATOR, OR AN INDEPENDENT CONSULTANT RETAINED
BY THE FABRICATOR OR HIS SUPPLIER.
SUBMITTALS AND RE- SUBMITTAL FOR CUSTOM DESIGNED, MANUFACTURED OR
FABRICATED LOAD- CARRYING MEMBERS, COMPONENTS OR ITEMS, SUBJECT TO
FORCES OR STRESSES AND THEIR CONNECTIONS OR ANCHORAGE REQUIRE A
DELEGATED OR SPECIALTY ENGINEER.
THE FOLLOWING SYSTEMS AND COMPONENTS REQUIRE FABRICATION, AND
ERECTION DRAWINGS ALONG WITH SIGNED AND SEALED CALCULATIONS BY A
DELEGATED ENGINEER:
- ALUMINIUM OR LIGHT GAGE STEEL EXTERIOR WALL SYSTEMS
- GLAZING AND STORE FRONT SYSTEMS, INCLUDING MULLIONS do CONNECTIONS
- POST - TENSIONED CONCRETE MEMBERS
- PREFABRICATED WOOD TRUSSES
- PRECAST CONCRETE COMPONENTS: WALLS, COLUMS, JOISTS
-- CONCRETE TILT -UP WALLS AND COMPONENTS
- SHORING AND RE-- SHORING DRAWINGS
ALL SUBMITTALS SHALL CLEARLY IDENTIFY THE SPECIFIC PROJECT AND
APPLICABLE CODES, AS WELL AS THE DESIGN CRITERIA WHICH SHOULD NOT BE
IN CONFLICT WITH THOSE SPECIFIED ON THE CONTRACT DOCUMENTS, THE
APPLICABLE BUILDING CODE NOR THE SPECIFICATIONS.
IN CASE OF CONFLICT REQUEST FOR CLARIFICATION MUST BE SUBMITTED IN
WRITTING TO A /E, OR THE MOST STRINGENT CRITERIA MUST BE USED.
SUBMITTAL MUST SHOW ALL DETAILS, PLANS AND NECESSARY INFORMATION
FOR THE PROPER FABRICATION AND INSTALLATION OF SYSTEM OR
COMPONENTS. CALCULATIONS AND DRAWINGS MUST CLEARLY IDENTIFY SPECIFIC
PRODUCTS UTILIZED SINCE GENERIC PRODUCTS WILL NOT BE ACCEPTED.
CATALOG INFORMATION ON STANDARD PRODUCTS DOES NOT REQUIRE THE SEAL
OF A DELEGATED ENGINEER.
ALL SHOP DRAWINGS AND CALCUALTIONS MUST BEAR THE IMPRESSED SEAL,
DATE AND SIGNATURE OF THE DELEGATED OR SPECIALTY ENGINEER. IN CASE
THAT COMPUTER PRINT -OUTS ARE SUBMITTED THOSE MUST BE ACCOMPANIED
WITH DESCRIPTIVE INFORMATION AS OF THE INPUT AND OUTPUT FOR THEIR
PROPER EVALUATION. SUCH DESCRIPTION OF COMPUTER PRINT -OUTS MUST BE
SIGNED AND SEALED AS WELL WITH A NOTE INDICATING FULL ACCEPTANCE AND
LIABILTY OVER THE RESULTS OF SAID COMPUTER PROGRAM. REVIEW BY
GFCE /SE OR OF SUBMITTALS IS LIMITED TO VERIFYING THAT THE SPECIFIC
STRUCTURAL SUBMITTAL HAVE BEEN FURNISHED; THAT THE STRUCTURAL
SUBMITTAL HAVE BEEN SIGNED AND SEALED BY THE DELEGATED
ENGINEER; THAT THE SPECIFIED CRITERIAS, AND DESIGN INTENT HAVE BEEN
FOLLOWED AND UNDERSTOOD BY THE DELEGATED ENGINEER; AND THAT THE
CONFIGURATION SET FORTH IN THE STRUCTURAL SUBMITTAL IS CONSISTENT
WITH THE CONTRACT DOCUMENTS.
NO DETAILED CHECK OF DIMENSIONS OR QUANTITIES WILL BE MADE SINCE THIS
IS TO BE PERFORMED BY THE GENERAL CONTRACTOR.
SUBMITTALS NOT MEETING THE ABOVE CRITERIA WILL BE RETURNED NON
REVIEWED.
02000 FOUNDATIONS:
GEOTECHNICAL DATA AND RECOMMENDATIONS HAVE BEEN PROVIDED BY:
ARDAMAN & ASSOCIATES, INC. REPORT # 01 -3694 , DATED MAY 4, 2001
BASED ON THEIR RECOMMENDATIONS, THE FOLLOWING FOUNDATION SYSTEM
WILL BE USED:
SHALLOW FOUNDATION: 5000 PSF SOIL BEARING CAPACITY
GEOTECHNICAL ENGINEER IS RESPONSIBLE FOR SPECIFYING AND MONITORING
ALL TESTING, INSTALLATION, EVALUATION, AND REPORTING RELATED TO THE
FOUNDATION SYSTEM, INCLUDING ALL WORKMANSHIP PROVISIONS RELATING TO
THE SOIL - STRUCTURE INTERFACE. THE STRUCTURAL ENGINEER IS
RESPONSIBLE FOR SPECIFYING THE MATERIALS USED TO CONSTRUCT THE
FOUNDATION UNITS AND FOR THE SELECTION OF VARIOUS SIZE UNITS TO
SUPPORT THE STRUCTURAL FRAME.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING APPROVAL FROM
GEOTECHNICAL ENGINEER PRIOR TO PLACEMENT OF ANY FOUNDATION ELEMENTS
OVER PREPARED SUBGRADE AND /OR DEEP FOUNDATION ELEMENTS. THE
GEOTECHNICAL REPORT FORMS INTEGRAL PART OF THESE DOCUMENTS AND ALL
RECOMMENDATIONS CONTAINED SHALL BE STRICTLY FOLLOWED.
02200 EARTHWORK:
CONTRACTOR SHALL DEWATER SITE AS NECESSARY, SO THAT ALL CONCRETE
CAN BE PLACED IN THE DRY. ALL BACKFILL SHALL BE ACCOMPLISHED USING
MATERIAL CONSISTING OF CRUSHED STONE AND /OR MATERIAL APPROVED BY THE
GEOTECHNICAL ENGINEER. THE BACKFILL SHALL BE COMPACTED TO 957 OF
MAXIMUM DENSITY AS DETERMINED BY ASTM D -1557. NO BACKFILL MATERIAL
SHALL BE PLACED AGAINST WALLS WHICH DO NOT HAVE PERMANENT FLOORS AT
THE TOP AND BOTTOM WITHOUT PROVISIONS FOR ADEQUATE TEMPORARY
BRACING OF THOSE WALLS. PROVIDE ADEQUATE EXCAVATION BRACING IN
ACCORD WITH GEOTECHNICAL ENGINEER RECOMMENDATIONS TO MAINTAIN
EXISTING FOOTINGS, UTILITIES, AND OTHER IMPROVEMENTS IN A SAFE
CONDITION.
02210 STRUCTURAL FILL:
FOUNDATIONS PLACED ON COMPACTED LIMEROCK STRUCTURAL FILL HAVE BEEN
DESIGNED FOR A BEARING OF 2000 PSF. FILL TO BE COMPACTED TO 95% OF
MAXIMUM DENSITY AS DETERMINED BY ASTM D -1557. PLACE FILL IN LAYERS
OF 6" THICK MAXIMUM AND UNDER THE DIRECT SUPERVISION OF A
GEOTECHNICAL ENGINEER.
SOIL COMPACTION AND FILL PLACEMENT SHALL BE CONTROLLED AND
MONITORED BY CERTIFIED TESTING AGENCY. TAKE A MINIMUM OF 2 FIELD
DENSITY TESTS (ASTM D -1556 OR ASTM D -2922) FOR EACH LAYER OF FILL.
THE TESTING AGENCY SHALL RANDOMLY SELECT TEST LOCATIONS. EACH LAYER
OF FILL MUST BE COMPACTED BEFORE PLACEMENT OF THE NEXT.
USE FILL CONTAINIG NOT MORE THAN 10% PASSING #200 SIEVE AND MAXIMUM
1 INCH.
BOTTOM OF EXCAVATIONS MUST BE COMPACTED WITHA WALK - BEHIND
VIBRATORY SLED OR ROLLER HAVING A MINIMUM STATIC WEIGHT OF 240# WITH
CENTRIFUGAL FORCE OF 300 LBS. AND A MAXIMUM STATIC WEIGHT OF 1000
LBS WITH A CENTRIFUGAL FORCE OF 5000 LBS. COMPACT UNTIL SOIL 1 FT
BELOW COMPACTION SURFACE REACHES A DRY DENSITY OF 957 OF MAXIMUM
AS DETERMINED BY A MODIFIED PROCTOR (ASTM D- 1557).
TAKE A MINIMUM OF 1 DENSITY TEST (ASTM D -1556 OR ASTM D -2922) FOR
EACH SPREAD FOOTING, AND FOR EACH 25 FEET OF CONTINUOS FOOTING. SOIL
COMPACTION MUST BE FIELD CONTROLLED AND MONITORED BY A CERTIFIED
TESTING AGENCY OR GEOTECHNICAL ENGINEER OF RECORD. DENSITY TEST
REPORTS MUST BE AT THE SITE PRIOR TO REINFORCEMENT INSPECTION.
IF SOIL IS DISTURBED DURING FOOTING EXCAVATION OR AFTER EXCAVATION
HAD BEEN COMPLETED, RE- COMPACTION AS DESCRIBED ABOVE MUST BE DONE.
02240 EXCAVATION:
STRIP TOP SOIL ( MINIMUM 6 INCHES) AT LEAST FIVE FEET PAST EXTERIOR
BUILDING LINES. ALL DELETERIOUS MATERIAL MUST BE COMPLETELY REMOVED,
INCLUDING EXISTING FOUNDATIONS OF DEMOLISHED BUILDINGS. DO NOT
EXCAVATE FOR ANY PURPOSE WITHIN ONE FOOT OF THE ANGLE OF REPOSE
OF ANY SOIL BEARING FOOTING OR FOUNDATION UNLESS SUCH FOOTING OR
FOUNDATION IS FIRST PROPERLY UNDERPINNED OR OTHERWISE PROTECTED
AGAINST SETTLEMENT. GENERAL CONTRACTOR IS RESPONSIBLE FOR THE
DISPOSAL OF ALL ACCUMULATED WATER FROM EXCAVATION AND DEWATERING
OPERATION IN SUCH A MANNER AS TO ENSURE PROPER CONCRETE
PLACEMENT AND PREVENT DAMAGE TO STRUCTURAL ELEMENTS. THE GENERAL
CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL EXCAVATION PROCEDURES
INCLUDING LAGGING, SHORING, SHEET PILING, AND PROTECTION TO ADJACENT
PROPETIES, STRUCTURES, STREET, UTILITIES IN ACCORDANCE WITH THE
REQUIREMENTS OF THE LOCAL BUILDING DEPARTMENT AND ALL OSHA
REGULATIONS.
03100 CONCRETE FORMWORK:
CONTRACTOR SHALL DESIGN AND ERECT FORMWORK IN STRICT COMPLIANCE
WITH ACI 347R -94. SEE TYPICAL DETAILS FOR CAMBER REQUIREMENTS.
CONTRACTOR SHALL COORDINATE ALL OPENINGS AS REQUIRED FOR OTHER
TRADES. OPENINGS WHERE SHOWN ON THE STRUCTURAL DRAWINGS ARE TO
IDENTIFY DESIGN INTENT ONLY. THE SPECIFIC DIMENSIONS AND LOCATIONS
SHALL BE FURNISHED OR CONFIRMED BY THE TRADE REQUIRING THE OPENING.
PROVIDE CHAMFERS AT ALL CORNERS IN CONCRETE MEMBERS EXPOSED TO
VIEW. FORMWORK TO REMAIN IN PLACE UNTIL CONCRETE HAS ATTAINED
ENOUGH STRENGTH TO SUPPORT ALL DEAD LOADS PLUS A MINIMUM OF 50
PSF OF ADDITIONAL CONSTRUCTION LOAD. SEE SPECIFICATIONS FOR
ADDITIONAL REQUIREMENTS.
03110 SHORING & RESHORING:
CONTRACTOR MUST PROVIDE SHORING AND RESHORING DRAWINGS PREPARED
BY A DELEGATED ENGINEER AND CONFORMING TO THE REQUIREMENTS OF
SECTION 3100 "CONCRETE FORMWORK ". DESIGN FORMS AND SHORES FOR
HORIZONTAL CONCRETE MEMBERS FOR NOT LESS THAN DEAD LOAD PLUS 50
PSF CONSTRUCTION LOAD AND FOR THE CUMULATIVE LOADS OF SUPPORTED
FLOORS. DESIGN WOOD SHORES WITH A MINIMUM SAFETY FACTOR OF 3, AND
METAL SHORES WITH A MINIMUM SAFETY FACTOR OF 2. THE MAXIMUM
SUPERIMPOSED CONSTRUCTION LOAD APPLIED TO FLOORS SUPPORTING SHORES
OR RESHORES SHALL BE 7 OF THE LIVE LOAD SPECIFIED FOR SLABS AND
JOISTS AND 60 NOT EXCEED 757 OF THE LIVE LOAD SPECIFIED FOR BEAMS.
NO CONSTRUCTION LOAD SHALL BE APPLIED TO ANY MEMBER UNTIL THE
CONCRETE IS A MINIMUM OF 7 OF THE SPECIFIED 28 DAYS STRENGTH. 14
DAYS OLD AND THE 7 DAYS STRENGTH IS 70 REMOVAL OF FORMWORK IS THE
SOLE RESPONSIBILITY OF THE CONTRACTOR. REMOVE FORMS IN SUCH A
MANNER TO INSURE JOB SAFETY AND TO PREVENT DAMAGE TO AND CREEP
DEFLECTION OF THE STRUCTURE. FOLLOW THE MINIMAL GUIDELINES FOR
REMOVAL OF HORIZONTAL FORMS INDICATED BELOW: -- -SLABS WITH SPANS LESS
THAN 5' -0 ", FORMS MAY BE REMOVED 24 HOURS AFTER COMPLETING
CONCRETE POUR. NO STRENGTH VERIFICATION IS REQUIRED, UNLESS AIR
TEMPERATURE HAD FALLEN BELOW 60' F. DURING THE 24 HRS PERIOD. NO
RESHORING IS REQUIRED. -SLABS BETWEEN 5' ---0" AND 10' -0 ", FORMS MAY BE
REMOVED 72 HRS AFTER COMPLETING CONCRETE POUR, 7 OF SPECIFIED 28
DAYS DESIGN STRENGTH. RESHORING NECESSARY. PROVIDED IS AT LEAST 70
DO NOT REMOVE SHORING UNTIL CONCRETE HAS REACHED A MINIMUM
COMPRESSIVE STRENGTH OF 2800 PSI AS A MINIMUM, SHORING AND
RESHORING SHALL REMAIN IN PLACE AS FOLLOWS:
- BEAMS: SHORES: 7 DAYS RESHORES: 14 DAYS
- JOISTS: SHORES: 72 HRS RESHORES: 14 DAYS
- CANTILEVER SLAB: SHORES. 7 DAYS RESHORES: 14 DAYS
- CANTILEVER BEAM: SHORES: 7 DAYS RESHORES: 14 DAYS.
THE SHORING AND RESHORING MUST BE INSPECTED BY THE DELEGATED
ENGINEER OR HIS AUTHORIZED REPRESENTATIVE PRIOR TO EACH CONCRETE
POUR AND SUBMIT A WRITTEN SIGNED AND SEALED REPORT TO THE
THRESHOLD OR SPECIAL INSPECTOR AND TO THE CONTRACTOR STATING THAT
THE WORK IS IN GENERAL COMPLIANCE WITH HIS /HER SHORING RESHORING
DRAWINGS. COPIES OF THE FIELD REPORTS MUST BE SUBMITTED TO THE
ARCHITECT, THE OWNER, THE GENERAL CONTRACTOR, THE BUILDING OFFICIAL
AND TO GFCE ON A BI-- WEEKLY BASIS. THE REPORTS MUST CLEARLY
INDICATE ANY ITEMS REQUIRING CORRECTIONS, ACCEPTED DEVIATION FROM
SHORING DRAWINGS, ANY SKETCHES SUBMITTED TO CORRECT DEFICIENCIES,
AND AREAS ACCEPTED AND RELEASED FOR CONCRETE POURS. NO GENERIC
LETTER WILL BE ACCEPTED, THUS REPORT MUST CLEARLY INDICATE NAME
AND LOCATION OF PROJECT, DATE AND TIME AS WELL AS WORKING CONDITION
DURING INSPECTION INCLUDING WEATHER AND TEMPERATURE.
REINFORCED MASONRY LEGEND
8 RM 6 24 EF
LEACH FACE ( WHERE APPLICABLE)
CENTER TO CENTER SPACING
VERTICAL REINFORCING SIZE
REINFORCED MASONRY
NOMINAL MASONRY UNIT WIDTH
INDEX DRAWINGS
S -001 GENERAL NOTES AND INDEX
S -002 GENERAL NOTES
S -101
PARTIAL
FOUNDATION do GROUND FLOOR PLAN
S -102
PARTIAL
FOUNDATION & GROUND FLOOR PLAN
S -103
PARTIAL
FOUNDATION do GROUND FLOOR PLAN
S -104
PARTIAL
SECOND FLOOR FRAMING PLAN
S -105
PARTIAL
SECOND FLOOR FRAMING PLAN
S -106
PARTIAL
SECOND FLOOR FRAMING PLAN
S -107
PARTIAL
THIRD FLOOR FRAMING PLAN
S -108
PARTIAL
THIRD' FLOOR FRAMING PLAN
S -109
PARTIAL
THIRD FLOOR FRAMING PLAN
S -110
4TH AND
5TH FLOOR FRAMING PLAN
S -111
ROOF FRAMING PLAN
S -201
FOUNDATION DETAILS
S ---202
FOUNDATION DETAILS
S -203
FOUNDATION AND CONC. COLUMN SHEDULES
S -401 SOFFIT BEAM SCHEDULE
S -402 CONC. BEAM AND P/C JOIST SCHEDULES AND DETAILS
S -403 SHEAR WALL ELEVATIONS
S -501 WINDOW WIND LOAD
S ---502 WINDOW WIND LOAD
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13392 SOUTH WE=ST 128 STREET
MIAMI FLORIDA :'13186
PHONE: 305 - 971 -GFCE
Q FAX: 305 - 971 -4332
E -MAIL: GFCEQGFCE.NET
CFRTIFICATE OF AUTHORIZATION #9129
S --301
FRAMING
DETAILS
S -302
FRAMING
DETAILS
i
S -303
FRAMING
DETAILS
S -304
FRAMING
DETAILS
S -305
FRAMING
DETAILS
S -306
FRAMING
DETAILS
S--307
FRAMING
DETAILS
S -401 SOFFIT BEAM SCHEDULE
S -402 CONC. BEAM AND P/C JOIST SCHEDULES AND DETAILS
S -403 SHEAR WALL ELEVATIONS
S -501 WINDOW WIND LOAD
S ---502 WINDOW WIND LOAD
ii
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13392 SOUTH WE=ST 128 STREET
MIAMI FLORIDA :'13186
PHONE: 305 - 971 -GFCE
Q FAX: 305 - 971 -4332
E -MAIL: GFCEQGFCE.NET
CFRTIFICATE OF AUTHORIZATION #9129