09-177-001¢F
APPLICABLE CODES:
FLORIDA BUILDING CODE 2004
AMERICAN CONCRETE INSTITUTE (ACI), LATEST EDITION.
PCI MANUAL FOR QUALITY CONTROL, MNL -116, LATEST EDITION.
PV DESIGN HANDBOOK MNL -120, LATEST EDITION
2. QUALIFICATIONS:
PRESTRESS CONCRETE MANUFACTURER MUST HAVE A MINIMUM OF 5
YEARS EXPERIENCE IN PROVIDING PRESTRESS/PRECAST CONCRETE
PRODUCTS.
3. SHOP DRAWING SUBMITTAL:
— " SHOP DRAWINGS SHALL BE SUBMITTED FOR APPROVAL BY THE
ENGINEER -OF- RECORD, ARCHITECT -OF- RECORD AND GENERAL
CONTRACTOR/OWNER PRIOR TO FABRICATION.
ALL QUESTIONS, REQUESTS FOR VERIFICATIONS AND ALL CLOUDED DIMENSIONS
SHOWN IN OUR SHOP DRAWING DURING THE APPROVAL PROCESS MUST
BE CLEARLY ANSWERED IN THE RETURNED SHOP DRAWINGS.
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6. MAIN WIND FORCE RESISTING SYSTEM
ANY CONNECTIONS REQUIRED BETWEEN THE SPI PRECAST COMPONENTS
AND STRUCTURAL MEMBERS OF THE MAIN WIND FORCE
RESISTING SYSTEM (WALLS/BEAMS /COLUMNS ETC.) ARE TO BE
DESIGNED AND DETAILED BY THE ENGINEER -OF- RECORD IN THE
STRUCTURAL DRAWINGS.
SPI DOES NOT ACCEPT RESPONSIBILITY FOR THE OVERALL ADEQUACY
OF THE STRUCTURE.
1. LOADING:
— SPI WILL DESIGN JOIST /SOFFITS IN ACCORDANCE WITH DESIGN LOADS GIVEN
IN STRUCTURAL DRAWINGS.
CONSTRUCTION LOADS SHALL NOT TO EXCEED DESIGN LOADS.
— NEVER DURING THE LIFETIME OF THE UNITS, SHALL THE APPLIED
LOADS EXCEED THE DESIGN LOADS,
S. MATERIALS:
— WHATEVER QUESTION, REQUEST FOR VERIFICATION AND CLOUDED DIMENSION SHOWN
IN OUR SHOP DRAWING THAT 15 NOT ADDRESSED DURING APPROVAL SHALL BE — CONCRETE:
ASSUMED AS CORRECT BY SPI. SPI MIX DESIGN FOR MINIMUM 6000PSI. CONCRETE
— THE APPROVAL OF THE SHOP DRAWINGS BY THE GENERAL CONTRACTOR SHALL
BE CONSIDERED THE 'CONTRACT DRAWINGS' BETWEEN SPI 4 THE GENERAL CONTRACTOR. PRESTRESSING STRANDS:
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ASTM A -416, 1/I
— FURTHERMORE, PRECAST ELEMENTS SHALL BE FABRICATED t ERECTED TO THE DIMENSIONS SHOWN ' DIAMETER WIRE LOW f)
- RELAXATION ILOLAX) STRAND C210 KS
IATION FROM THE DIMENSIONS NOTED ON THE APPROVED SHOP DRAWING — MILD REINFORCING BARS:
12. ERECTION TOLERANCES:
— ERECTION TOLERANCES SHALL BE WITHIN THE LIMITS RECOMMENDED
BY INDUSTRY STANDARDS.
— CAMBER IS A CONDITION INHERENT TO ALL PRESTRESS MEMBERS.
DESIGN CAMBER SHALL BE TAKEN INTO ACCOUNT BY DESIGN
PROFESSIONALS AND GENERAL CONTRACTOR IN DETERMINING OVERALL
LEVELNESS OF FINISHED FLOOR/ROOF DECKS. A FLAT FLOOR WILL
NOT BE ACHIEVED WITH PRESTRESS MEMBERS.
— DIFFERENTIAL CAMBER BETWEEN ADJACENT UNITS WILL BE ADJUSTED
DURING ERECTION TO BE WITHIN THE LIMITS RECOMENDED
BY INDUSTRY STANDARDS.
— SIDE CAMBER/SWEEP MAY OCCUR IN FLANGELESS MEMBERS.
S.P.I. PERSONNEL WILL ADJUST SIDE SWEEP DURING ERECTION/DECKING
TO BE WITHIN INDUSTRY STANDARDS.
ON THESE DWGS. ANY DEV
SHALL CONSTITUTE ADDITIONAL COMPENSATION TO SPI. ASTM 106 OR ASTM 615 (LOW CARBON SELECT) x a a t` k i U 'a - "=e
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9. PRODUCTION TOLERANCES:
4. CALCULATION SUBMITTAL: — PRODUCTION TOLERANCES SHALL BE WITHIN THE LIMITS RECOMMENDED 0 Q
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BY THE PCI MANUAL FOR QUALITY CONTROL FOR PLANTS AND _
— DESIGN CALCULATIONS SHALL BE SUBMITTED WITH SHOP DRAWINGS PRODUCTION OF PRECAST AND PRESTRESSED CONCRETE PRODUCTS, '
AND WILL BEAR THE SIGNATURE AND SEAL OF A REGISTERED MNL -II6. Da.`�' "` ` `g
ENGINEER LICENSED IN THE STATE OF FLORIDA Y _
10. FIELD CONDITIONS: SCOPE o r Cw . P Uc�:wss TS C =. :
— THE PRECAST/PRESTRESS COMPONENTS ARE DESIGNED TO MEET THE THA
STRUCTURAL CRITERIA PROVIDED BY THE ENGINEER -OF- RECORD IN t: BEEN
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DRAWINGS. IT IS THE RESPONSIBILITY OF THE — HOLD DOWN ALL NON - BEARING WALLS UNTIL SLAB IS POURED AND SHORES ARE REMOVED. 2 T€'RT Fi S'1i, t'.IALHAVFFEEt < SIGNED AND
THE STRUCTURAL DRAW
ITH — INSIDE ACCESS SHALL CONSIST OF A 15 FT. WIDE SAY INTO THE BLDG. WITH NO OVERHEAD OBSTRUCTION S ;F E A FLORIDA r fi s are k r41� I ' +�!
ENGINEER -OF- RECORD TO CHECK THIS WORK FOR COMPLIANCE W 3. THAT Tr "rF.CIFLTt .E Gi *SEE': H s U PIA(N
THE DESIGN CONCEPT OF THE PROJECT AND COMPLIANCE WITH THE AND SUITABLE COMPACTED GRADE TO WITHSTAND HEAVY CRANE AND TRUCKING LOADS. 017P IN E* T a D i SED TFE SrE= ? iTE: A t O
— FIELD VERIFICATION OF BUILDING DIMENSIONS AS SHOWN ON THESE SHOP DWCsS. IS THE SOLE RESPONSIBILITY M' TAILED CF;EC.0 OF CAL CtLATIO NS WAS
INFORMATION GIVEN IN THE CONTRACT DOCUMENTS. Pip€ "EDI
OF THE G.C_ CHANGES IN D IMENSIONS MAY AFFECT OUR CONTRACT PRICE AND DELIVERY TIME. 4: TIIAT THE CONF!"JUR A iION S T r-c � a� a ^a TaI
— FOR SOFFIT BEAM DESIGN, THE ENGINEER -OF- RECORD SHALL PROVIDE ULTIMATE MOMENT
AMSGH SCHEDULE. SPI WILL DESIGNTHE SOFFIT — BOTTOM OF SOFFIT BM. ELEV. SHOWN ARE FOR REFERENCE ONLY, G. C. IS RESPONSIBLE FOR FURNISHING "CTLSAI SU�a�T iL'ScC1S[SFE�t t'iTHTHAT
AND SHEAR VALUES IN THE SOFFIT BE ED ter T :a fir LCD r t t e Gu fP' ?i5
BEAMS FOR GIVEN MOMENTS AND SHEARS. ALL ELEVATIONS, AND VERIFYING THEY ARE CORRECT PRIOR TO CONCRETE BEING POUR tDt r i t �aEltCEFT
— VERIFY JOIST DOES NOT INTERFERE WITH SLAB OPENING, PLUMBING OR COL STEEL.
FOR SOFFIT BEAM DESIGN, THE ENGINEER -OF- RECORD WHEN APPLICABLE SHALL PROVIDE
ULTIMATE TORSIONAL MOMENT VALUES IN THE SOFFIT BEAM SCHEDULE. SPI WELL DESIGN THE — G:C. IS RESPOS15LE FOR FURNISHING CORRECT BOTTOM OF JOIST ELEVATION ALONG
SOFFIT BEAMS FOR GIVEN TORSIONAL MOMENTS. DUE TO THE INHERENT RIGIDITY AT THE INTERFACE POURED IN PLACE BEAMS AND GRADE BEAMS, WHICH ARE FORMED BY OTHERS. ii.
BETWEEN THE CAST -IN -PLACE COLUMN AND THE COMPOSITE SOFFIT BEAM, HAIRLINE TORSIONAL —JOIST AREA IS NOT EXPOSED UNLESS OTHERWISE NOTED ON PLAN.
CRACKS MAY APPEAR UNDER NORMAL LOADING CONDITIONS. SOFFIT BEAMS WITH THE CORRECT — OMIT THE PLACEMENT OF ALL THE STEEL REINFORCEMENT UNTIL THE JOIST ARE SET IN PLACE.
STIRRUP DESIGN (SIZE, SPACING AND GEOMETRY), WILL NOT BE AFFECTED BY THE OCCURRENCE — PLACEMENT OF BEAM STEEL PRIOR TO JOIST SETTING SHALL CONSTITUTE A CHANGE ORDER FOR
OF THESE HAIRLINE CRACKS. HOWEVER IT IS IMPERATIVE THAT THE FOR PROVIDE SPI WITH THE ADDITIONAL LABOR AND CRANE TIME.
ADEQUATE TORSIONAL MOMENTS FOR DESIGN. — CAMBER iS A CONDITION IN ALL PRESTRESSED MEMBERS.
IT WILL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO EPDXY INJECT THESE CRACKS THE G.C. SHALL MAKE ANY ALLOWANCE NECESSARY TO ACCOMODATE CAMBER OR VERTICAL MOVEMENT
FOR PROTECTION OF REINFORCING BARS AND FOR AESTHETICS REASONS. OF THESE MEMBERS CAUSED BY TEMPERATURE VARIATION OR SHRINKAGE.
— SPI RESERVES THE RIGHT TO SUBSTITUTE STRAND PATTERNS AND OR MEMBERS FOR OTHERS OF — THE G.C. SHALL PROVIDE TRUE AND LEVEL BEARING SURFACES TO PERMIT PROPER BEARING OF PRECAST ELEMENTS.
EQUAL OR GREATER CAPACITY TO FACILITATE PRODUCTION AND SCHEDULING REQUIREMENTS. ENSURE ROOF ARE SLOPED TO ALLOW PROPER DRAINAGE.
— THE G.G. MUST MAKE CERTAIN THAT THE COMPOSITE SLAB THICKNESS 15 CONSTANT THROUGHOUT THE JOIST LENGTH AS SHOWN IN S.P.I. SCHEDULES / SECTIONS / CALCULATIONS
— THE G.C. SHALL BE RESPONSIBLE FOR THE LATERAL STABILITY OF ALL WALLS/BEAMS WHERE THE PRECAST ELEMENTS BEAR ONTO.
AS A MINIMUN CMU WALLS MUST HAVE THE TIE DOWNS/TIE COLUMNS POURED PRIOR TO SPI ERECTING THE JOISTS. ADDITIONAL
BRACING MAY BE REQUIRED. TILT -UP WALL / PRECAST PANELS ERECTION. STABILITY IS RESPONSIBILITY OF OTHERS
G.C. MUST CHECK MEANS 4 METHODS OF CONSTRUCTION FOR THE PRO_ JECT.
— SPI WILL NOT BE RESPONSIBLE FOR CRACKING OF THE PRESTR55ED MEMBERS OR THE COMPOSITE SLAB DUE TO FOUNDATION SETTLEMENT.
IT IS THE G.C.'S / FOR RESPONSIBILITY TO ENSURE THAT ALL SETTLEMENT OCCURS PRIOR TO PRESTRESSED JOIST / SOFFIT BEAM ERECTION
11. ERECTION / SHORING / FORMING / STRIPPING:
CRANE CAPACITY, RIGGING CONFIGURATION, RIGGING ANGLE, CAPACITY OF RIGGING, RIGGING MATERIALS (CHAINS, SLINGS, STRAPS etc) AND
TEMPORARY BRACING ARE UNIQUE TO EVERY PROJECT BECAUSE OF SITE SPECIFIC REQUIREMENTS. THEREFORE IT 15 THE RESPONSIBILITY OF
SPI QUALIFIED FIELD PERSONNEL TO DETERMINE THE HOISTING AND RIGGING REQUIREMENTS OF EACH PROJECT AS PART OF THE MEANS AND
METHODS OF PRECAST ERECTION.
_ PINS, ANGLES, PURLINGS, DECKING ARE PART OF SPI MEANS AND METHODS OF PRECAST ERECTION, --SPI QUALIFIED FIELD PERSONNEL
TO DETERMINE DECKING REQUIREMENTS OF EACH PROJECT.
— THE DESIGN OF THE SHORING / RESHORING IS PERFORMED BY SPI ENGINEERS. HOWEVER, IT IS THE RESPONSIBILITY OF $P.1. FIELD PERSONEL AND THE GENERAL
CONTRACTOR / THRESHOLD INSPECTOR TO CHECK ALL SHORING MATERIAL/EQUIF'MENT FOR CONFOWANCE WITH THE MANUFACTURER'S SPECIFICATIONS AND INDUSTRY STANDARDS.
—'IT 15 THE GENERAL CONTRACTOR'S RESPONSIBILITY TO MAINTAIN A CONSTANT SLAB THICKNESS THROUGH THE DECK
aS _AA4nUN IN THE STRUCTURAL OWS_ AND SPI SHOP DWGS.
DRAWING INDEX
CS COVER SHEET - GENERAL NOTES
i- SECOND FLOOR FRAMING PLAN
2- SCHEDULE SECOND FLOOR
3- SECTIONS SECOND FLOOR
4- ROOF FLOOR FRAMING PLAN
5- SCHEDULE ROOF
ro - SECTIONS ROOF
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