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9. FABRICATION:
STRANDS (270 K51)
PROVIDE ALL LABOR AND MATERIALS FOR THE FABRICATION, DELIVERY AND
SPI ULTRA DECK NOLLOWCORE SLABS ARE MACHINE EXTRUDED IN ONE SINGLE
TOP : 0 - I 12"0
BOT : 5 - 112"
INSTALLATION OF SPI ULTRA DECK NOLLOWCORE SLABS AS SPECIFIED AND SHOWN
OPERATION IN 4'-0" NOMINAL WIDTHS. THE EXTRUDER 15 A PCE ELEMATIC ESPECIALLY
TYPE
IN SPI SHOP DRAWINGS.
DESIGNED FOR NOLLOWCORE PRODUCTION U51NG LATEST SLAB CASTING TECHNOLOGY.
2.
APPiYMI CODES:
10. PLANK MARKING:
G5 1
FLORIDA BUILDING CODE 2007.
TYPE
PRE
AMERICAN CONCRETE INSTITUTE (ACI), 318.08. PCI MANUAL FOR QUALITY CONTROL,
Q
G5
MNL-116, LATEST EDITION. PCI MANUAL FOR THE DE51GN OF NOLLOWCORE SLABS,
X
G5006 36
1
35,018
LATEST EDITION.
G5007 56
2
G5019
G5�' 1
_
G5008 35
1
3.
GIUAUFKATIONS:
G5009 G5
1
PIECE MARK NUMBER
G5 ! 1
PRE5TRE55 CONCRETE MANUFACTURER MUST HAVE A MINIMUM OF 5 YEARS
2
G5022
'NUMBER OF STRANDS
1
EXPERIENCE IN PROVIDING PRE5TRE55/PRECA5T CONCRETE PRODUCTS.
2
PLANK REINFORCING DESIGN TYPE
G5
PRESTRESS CONCRETE MANUFACTURER MUST TEST COMPRESSION SPECIMENS FOR
G5012 G5
3
STRENGTH REQUIREMENTS AT TRANSFER OF PRESTRE55 FORCE AND AT FINAL 28
DAYS IN ACCORDANCE WITH AMERICAN CONCRETE INSTITUTE AND ASTM C-Iq21
11. OPEN11 •
SEE
SECTIONS
LATEST ISSUES.
HOLES OR OPENINGS SHOWN ON PRECAST DRAWINGS SHALL BE CUT BY
SEE NOTE 15
FLOOR / ROOF
ERECTOR, ANY ADDITIONAL sHOLE5 OR OPENINGS REQUIRED BY OTHER TRADES
4.
FIRE FtWANCE,
SHALL BE CUT IN THE FIELF BY THE SUBCONTRACTOR REQUIRING THE OPENINGS.
FINISHING
5PI ULTRA DECK NOLLOWCORE SLABS WITH FIRE RESISTANCE RATING- PRE5TRES5
FIELD CUTTING HOLES WITHOUT APPROVAL OF 5PI ENGINEERING WILL RELEASE 5PI OF
CONCRETE UNITS REQUIRING A FIRE RE515TANCE CLASSIFICATION WILL BE DESIGNED
ALL RESPONSIBILITIES A550CIATED WITH THE SLABS IN QUESTION.
IN ACCORDANCE WITH PCI RATIONAL METHOD OF DESIGN, MNL-124,
AFTER RECEIVING APPROVAL FROM 5PI ENGINEERING FOR FIELD CUTTING
NSA
5PI ULTRA DECK NOLLOWCORE SLABS HAVE AN INHERENT TWO HOUR FIRE RATING,
OPENINGS, THE FOLLOWING PROCEDURE 15 TO BE FOLLOWED:
MORE STRINGENT FIRE RATING REQUIREMENTS REQUIRE SPECIAL DE51GN
I I
PROVISIONS AS DESCRIBED ABOVE, AND WILL REQUIRE ADDITIONAL COMPENSATION
FOR 5PI INC.
5.
SiJBMITTAL:
; SPAN
SHOP DRAWINGS SHALL BE SUBMITTED FOR APPROVAL BY THE
ENGINEER-OF-RECORD, ARCHITECT-OF-RECORD AND GENERAL CONTRACTOR PRIOR
TO FABRICATION.
SHOP DRAWINGS WILL CLEARLY SHOW THE LENGTH, WIDTH AND MARK NUMBER FOR
I PLAN
ALL 5PI ULTRA DECK NOLLOWCORE SLABS. ANY QUESTION ASKED IN OUR SHOP
DRAWING DURING THE APPROVAL PROCESS MUST BE CLEARLY ANSWERED IN THE
FIELD CUT HOLES OTHER THAN TH05E SHOWN
RETURNED SHOP DRAWINGS.
STEP 01
ON PLANS, MUST BE APPROVED BY 5PI
FABRICATION WILL NOT BEGIN UNTIL ALL OUTSTANDING ISSUES ARE CLEARLY
ENGINEERING DEPARTMENT
ANSWERED BY THE DESIGN PROFESSIONALS OR THE GENERAL CONTRACTOR, SHOP
DRAWINGS WILL NOT BE CONSIDERED APPROVED UNTIL ALL ISSUES ARE RESOLVED.
_
DRILL PILOT HOLE THRU SLAB AT EACH
DE51GN CALCULATIONS SHALL BE SUBMITTED WITH SHOP DRAWINGS AND WILL BEAR
STEP #2
_
CORNER OF PROP05ED OPENING.
THE SIGNATURE AND 5EAL OF A REGISTERED ENGINEER LICENSED IN THE STATE
OF FLORIDA.
SAW CUT OPENING EDGES RUNNING PARALLEL
THE PRECA5T/PRE5TRE55 COMPONENTS ARE DESIGNED TO MEET THE STRUCTURAL
STEP #3 VJTH PRESTRESSING STRANDS (SPAN DIRECTION).
CRITERIA PROVIDED BY THE ENGINEER-OF-RECORD IN THE STRUCTURAL DRAWINGS.
IT 15 THE RESPONSIBILITY OF THE ENGINEER-OF-RECORD TO CHECK TH15 WORK
SAW CUT OPENING EDGES RUNNING
FOR COMPLIANCE WITH THE DE51GN CONCEPT OF THE PROJECT AND COMPLIANCE
STEP #4
PERPENDICULAR TO PRESTRESSING STRANDS.
WITH THE INFORMATION GIVEN IN THE CONTRACT DOCUMENTS.
Ei0 NOT CUT BEYOND PILOT HOLES.
ALL BEARING 5URFACE5 SUPPORTING 5PI ULTRA DECK NOLLOWCORE SLABS MUST
BE SMOOTH AND LEVEL OR SPI WILL NOT BE RESPONSIBLE FOR VERTICAL
FRAMED OPENINGS REQUIRING STEEL HANGER WILL BE DESIGNED AND
ALIGNMENT OF THE DECK.
INSTALLED BY 5PI,
BEARING LENGTH REQUIREMENTS ARE SHOWN ON SECTION DETAILS. IN SOME
12 PRODUCTION TOLERANCCES:
INSTANCES BEARING LENGTHS MAY VARY. HOWEVER, MINIMUM BEARING SHALL BE 2
PRODUCTION TOLERANCES SHALL BE WITHIN THE LIMITS RECOMMENDED BY
1121.
THE PCI MANUAL FOR QUALITY CONTROL FOR PLANTS AND PRODUCTION OF PRECAST
6.
MAIN WIND M RESISTING SYSTEM:
AND PRESTRESSED CONCRETE PRODUCTS, MNL-116.
ANY CONNECTIONS REQUIRED BETWEEN THE 5PI ULTRA DECK NOLLOWCORE SLABS
13, ERECTION:
AND STRUCTURAL MEMBERS OF THE MAIN WIND FORCE RESISTING SYSTEM
SPI ULTRA DECK NOLLOWCORE SLABS MUST BE SET IN THEIR FINAL P051TION
(WALL5/BEAM5/COLUMNS ETC.) ARE TO BE DESIGNED AND DETAILED BY THE
BY 5PI FIELD CREWS EXPERIENCED IN INSTALLATION OF THESE TYPES OF UNITS.
ENGINEER-OF-RECORD IN THE STRUCTURAL DRAWINGS.
SPI ULTRA DECK NOLLOWCORE SLABS NOT HAULED OR ERECTED BY SPI WILL
THE ENGINEER-OF-RECORD SHALL PROVIDE 5PI WITH THE HIGHEST DIAPHRAGM
BE THE RE5PON5113I1-ITY OF OTHERS.
SHEAR TO BE USED IN CHECKING THE ADEQUACY OF OUR GROUTED KEYWAYS
FOLLOWING OSHA REQUIREMENTS, A MINIMUM CLEAR D15TANCE OF 15'-0' FROM
BETWEEN SLABS.
SPI DOES NOT ACCEPT RESPONSIBILITY FOR THE OVERALL ADEQUACY OF THE
THE EXTERIOR FACE OF THE BUILDING TO OVERHEAD POWER LINES 15 REQUIRED. IN
STRUCTURE,
THE EVENT THAT TH15 MINIMUM REQUIREMENT IS NOT MET, IT WILL BE THE GENERAL
CONTRACTOR5 RESPONSIBILITY TO REQUEST THAT THE LOCAL POWER COMPANY
1.
LOAD,
DE-ENERGIZE THE LINES BEFORE PRECAST ERECTION 15 TO BEGIN, 5PI WILL NOT
5PI WILL DESIGN SLABS IN ACCORDANCE WITH DE51GN LOADS GIVEN IN
MOBILIZE ONTO THE JOB SITE UNTIL G.C. PROVIDES PROOF THAT POWER LINES HAVE
STRUCTURAL DRAWINGS.
BEEN DE-ENERGIZED. IN TEIE EVENT THAT 5PI 15 INSTRUCTED BY THE G.C. TO MOVE
CON5TRUCTION LOADS SHALL NOT TO EXCEED DESIGN LOADS, A MAXIMUM OF ONE
EQUIPMENT AND PERSONNEL. ONTO THE JOB 51TE AND THE POWER LINES HAVE NOT
CUBE OF BLOCK WILL BE ALLOWED ON THE FLOOR 5LAB5 ONLY AFTER ALL KEY
BEEN DE-ENERGIZED, THE G.G. WILL BE RESPONSIBLE FOR ALL CO5T5/LIABILITIE5
WAY JOINT GROUTING 15 COMPLETED AND 5PI ENGINEERING HAS APPROVED THE
INCURRED BY 5PI.
LOADS,
NEVER DURING THE LIFETIME OF THE UNITS, SHALL THE APPLIED LOADS EXCEED
44. ERECTION TOLERANCES:
THE DESIGN LOADS.
ERECTION TOLERANCES SHALL BE WITHIN THE LIMITS RECOMMENDED BY THE
PCI ERECTORS' MANUAL, MAIL
-12q,
6.
MATERIALS:
CAMBER 15 A CONDITION INHERENT TO ALL PRESTRESS MEMBERS. DESIGN
CONCRETE: SPI MIX DESIGN FOR MINIMUM 6WP51 AFTER 28 DAYS. CONCRETE
CAMBER SHALL BE TAKEN INTO ACCOUNT BY DE51GN PROFESSIONALS AND GENERAL
SHALL BE ZERO SLUMP.
CONTRACTOR IN DETERMINING OVERALL LEVELNE55 OF FINISHED FLOOR/ROOF DECKS.
PRESTRESSING STRANDS: A5TM A-416 112" DIAMETER 7 WIRE LOW-RELAXATION
A FLAT FLOOR WILL NOT BE ACHIEVED WITH PRESTRESS MEMBERS.
(LOLAX) 5TRAND5 (270 KSI).
DIFFERENTIAL CAMBER BETWEEN ADJACENT UNITS WILL BE ADJUSTED DURING
•
ERECTION TO BE WITHIN THE LIMITS OF THE PCI ERECTOR5' MANUAL, MNL-12q,
MIAMI SHORES , FLORIDAI
15. C�ROIlTiNG:
AS SPECIFIED IN 5PI CONTRACT, THE ONLY FIELD GROUTING IN THE 5PI SCOPE OF
WORK 15 THE KEY WAY JOINT GROUTING.
ALL OTHER GROUTING REQUIRED 15 TO BE PERFORMED BY OTHERS.
KEY WAY JOINT GROUTING 15 TO BE PERFORMED PRIOR TO UNITS BEING LOADED
OR ENDS RESTRAINED IN CIP BEAMS, PRESTRESSED CONCRETE UNITS SHALL BE
ALIGNED AND LEVELED PRIOR TO GROUTING KEY WAY JOINT IN ACCORDANCE WITH
REQUIREMENTS AND TOLERANCES OF PCI-MNL-116. KEYWAYS BETWEEN UNITS SHALL
BE CLEANED AND FILLED SOLIDLY WITH GROUT. IF GROUT SEEPS THROUGH TO
SURFACES BELOW, IT MUST BE REMOVED RIGHT AWAY.
GROUT FOR JOINTS SHALL BE MIXED IN PROPORTIONS OF ONE PART PORTLAND
CEMENT AND THREE PARTS SAND AND SHALL HAVE A MINIMUM COMPRESSIVE
STRENGTH OF 4000P51 AT 28 DAYS.
TOPS OF GROUT JOINTS SHALL BE SMOOTH TO PREVENT ANY UNEVENNESS THAT
MIGHT INTERFERE WITH THE PLACING OF CARPETS OR ROOFING,
WHEN TRANSITIONS ARE REQUIRED DUE TO DIFFERENTIAL CAMBERS OF ADJACENT
UNEQUAL SPANS, THE FURN15HED TRANSITION SHALL NOT BE STEEPER THAN 1:12.
SPI RECOMMEND5 A LEVELING COURSE OF GYPCRETE OR EQUIVALENT BY OTHERS,
WHEN INSTALLING TILE OR LINOLEUM.
16. TOPPING:
SLABS DESIGNED WITH A COMP051TE STRUCTURAL TOPPING ARE TO BE
THOROUGHLY CLEANED AND PREPARED BY GENERAL CONTRACTOR PRIOR TO
POURING TO INSURE ADEQUATE BOND. SPI RECOMMENDS THE SLAB SURFACE BE
THOROUGHLY SATURATED PRIOR TO TOPPING PLACEMENT, BUT ALL STANDING
WATER MUST BE REMOVED,
STRUCTURAL CONCRETE TOPPING SHALL HAVE A MINIMUM STRENGTH OF 3000 P51
AT 26 DAYS.
THE THICKNESS OF SUCH TOPPING AT THE CENTER OF THE SPAN SHALL BE THE
THICKNESS SHOWN ON THE DRAWINGS AND MAY VARY DUE TO CAMBER FROM THE
CENTER TO THE END SUPPORTS,
ALL REINFORCEMENT REQUIRED IN THE STRUCTURAL TOPPING 15 TO BE DESIGNED
AND PROVIDED BY OTHERS.
n. FNI�IIING:
THE BOTTOM OF 5PI ULTRA DECK NOLLOWCORE SLABS WILL BE A STEEL FORM
FINISH. THE TOP OF THE SLABS WILL HAVE A MACHINED PLANT FINISH.
ALL WATERPROOFING OR WATERPROOFING MEMBRANES ARE THE RESPONSIBILITY OF
THE GENERAL CONTRACTOR. THEREFORE, IT 15 THE RESPONSIBILITY OF THE
GENERAL CONTRACTOR TO CHECK WITH THE WATERPROOFING
MANUFACTURER/IN5TALLER REGARDING THE COMPATIBILITY OF THEIR PRODUCT
WITH 5PI ULTRA DECK NOLLOWCORE SLABS STANDARD FINISHES, AFTER SLAB
INSTALLATION, IN THE EVENT THAT WATER 15 TRAPPED IN51DE THE CORES, (I.E.
RAINWATER, WATER FROM CORE DRILLING, WATER FROM TOPPING PLACEMENT
ETC.), IT 15 THE G.C. RESPONSIBILITY TO DRILL WEEP HOLES AT EACH CORE NEAR
THE ENDS OF THE SLAB IN ORDER FOR WATER TO DRAIN AND THUS PREVENT
DAMAGE TO INTERIOR FINISHES. PATCHING OF WEEP HOLES AFTER SUCCESSFULLY
DRAINING THE CORES 15 THE RESPONSIBILITY OF OTHERS.
ARCHITECT / ENGINEER /
GENERAL CONTRACTOR
A. THE ENG, OF RECORD MUST DETERMINE IN ALL ASPECTS THAT THE TYPE, CAPACITY
AND LOC'N, OF CONNECTIONS DETAILED ON THESE SHOP DRAWINGS ARE ADEQUATE
FOR THE OVERALL STRUCTURAL REQUIREMENTS OF THE BUILDING. (I.E. LATERAL
LOADS, WIND LOADS.) 5.P.1. DOES NOT ACCEPT RESPONSIBILITY FOR THE OVERALL
ADEQUACY OF THE STRUCTURE.
B. ALL CAMBERS OF PRESTRESSED MEMBERS SHALL BE TAKEN INTO ACCOUNT IN
DETERMINING THE SLOPE.
C. ENSURE ROOFS ARE SLOPED TO ALLOW PROPER DRAINAGE,
D. THE PRECA5T/PRE5TRE55ED COMPONENTS WERE DESIGNED TO MEET THE
STRUCTURAL CRITERIA PROVIDED BY THE ENGINEER-OF-RECORD IN THE STRUCTURAL
DRAWINGS. IT 15 THE RESPONSIBILITY OF THE ENGINEER-OF-RECORD TO CHECK THIS
WORK FOR COMPLIANCE WITH THE DE51GN CONCEPT OF THE PROJECT AND
COMPLIANCE WITH THE INFORMATION GIVEN IN THE CONTRACT DOCUMENTS,
E. THE ENGINEER OF RECORD 15 50LELY RESPONSIBLE FOR THE DIRECT CONTACT WITH
THE BUILDING DEPT. AND COORDINATION OF BUILDING DEPT. COMMENTS, THE
ENGINEER OF RECORD 15 RESPONSIBLE FOR DESIGN OF ALL CONNECTIONS BETWEEN
THE NOLLOWCORE SLAB AND THE STRUCTURE INCLUDING DESIGN AND REINFORCING
OF ALL COMPONENTS OF THE STRUCTURE NECESSARY TO SUPPORT THE NOLLOWCORE
SLABS
F. 5PI RESERVES THE RIGHT TO SUBSTITUTE STRAND PATTERNS FOR OTHERS OF
EQUAL OR GREATER CAPACITY TO FACILITATE PRODUCTION REQUIREMENTS.
2'-0' 21-0'
-— oa
V
5? 5 EQ SPA = 3'-I�'
�' 1 71' 1 7k 1 7d' 1 7j' 11' G5 STRAND PATTERN
A"
8" PLANK REINFORCEMENT
TYPE
No
EFIX
STRANDS (270 K51)
O
B5
TOP : 0 - I 12"0
BOT : 5 - 112"
G5 1
8" PLANK REINFORCEMENT
TYPE
PRE
STRANDS (270 K51)
O
C4
TOP : 0 - I 12"0
BOT : A - 112`0
G5 1
8" PLANK REINFORCEMENT
TYPE
PRE
STRANDS (270 K51)
Q
G5
TOP : I - I12"0
BOT : 4 - 1/ "
kOLLONCORESCHEDULE
MARK DESIGN
QTY.
MARK
DESIGN ! QTY.
G5001 G5
2
G5013
G5 1
G5002 35
0
G5014
G5 1 1
G5003 35
1
G5015
G5 1
G5004 G5
1
G5016
G5 8
G5005 35
4
G5017
G5 1
G5006 36
1
35,018
1 35 1
G5007 56
2
G5019
G5�' 1
_
G5008 35
1
G5020
G6 1
G5009 G5
1
G 5021
G5 ! 1
G5010 G5
2
G5022
G6
1
G5011 G5
2
G5023
G5
i 1
G5012 G5
3
DRAWING INDEX
PCI COVER SHEET - GENERAL NOTES
PC2 PLANS AND DETAILS
HOLLONCORE GENERAL f1A7ERIAL NOTES
ISSUED FOR
SUPPLIED
INSTALLED
I CM
ITEM
PERMIT
OTHERS
SPI
OTHERS
SPI
PRECAST
I
/
�
H.C.5LA8
•/
PRECAST STAIR
N/A
N/A
LANDINGS
TIE
/
STEEL
V
KORO BRG STRIPS