HomeMy WebLinkAboutConcrete Drawings1. IN SOME CASES, THE PRECAST BEARING MAY VARY SLIGHTLY
FROM THE DIMENSIONS SHOWN ON THE SHOP DRAWINGS. THE
MINIMUM END BEARING REQUIRED FOR PRECAST IS 2/" ON
CONCRETE AND 2" ON STEEL.
2. SPANCRETE RESERVES THE RIGHT WITHOUT NOTICE TO CHANGE
THE LAYOUT OR STRAND PATTERN DUE TO AVAILABLE RAW
MATERIALS
3. PRESTRESSED PLANK TOLERANCES:
WIDTH: LENGTH: +/- y2"
FULL WIDTH UNITS: +/- �4" THICKNESS +/- 4"
SAW CUT UNITS: +/- y2" SQUARENESS
4. f'ci = 3500 PSI
f'c = 5000 PSI
STRAND IS PULLED TO 75% OF ULTIMATE UNLESS NOTED
OTHERWISE
5. ALL WATERPROOFING OR WATERPROOFING MEMBRANES ARE BY
OTHERS.
6. BEARING SURFACES SUPPORTING PRECAST OR PRESTRESS UNITS
MUST BE LEVEL & SMOOTH OR SPANCRETE IS NOT RESPONSIBLE
FOR VERTICAL ALIGNMENT OF OUR MATERIAL.
7. ALL VERTICAL REBAR MUST BE LOCATED IN THE EXACT MIDDLE
OF THE BEAM.
8. PROPER PREPARATION OF THE SURFACE FOR TOPPING BOND IS
CRITICAL. THE SLAB SURFACE MUST BE CLEANED AND FREE OF
DEBRIS AND LAITANCE. THE SURFACE SHOULD BE THOROUGHLY
SATURATED, PRIOR TO TOPPING PLACEMENT, BUT ALL STANDING
WATER MUST BE REMOVED. THE TOPPING SLAB SHOULD BE
PROPERLY CURED TO PREVENT CURLING OR OTHER LOCALIZED
DELAMINATION.
9. SPANCRETE WILL NOT BE HELD RESPONSIBLE FOR ANY SEVERED
STRANDS WITHOUT PRIOR WRITTEN CONSENT OF SPANCRETE.
10. ALL PLUMBING STACKS,VENTS, ELECTRICAL,OR HEATING PIPES
MUST NOT BE HIGHER THAN THE UNDERSIDE OF ANY PRESTRESSED
SLAB UNIT, UNLESS OTHERWISE SPECIFIED.
11. IT IS RECOMMENDED THAT WEATHER PROTECTION OF THE
SPANCRETE PLANK SYSTEM IS TAKEN IMMEDIATELY FOLLOWING
GROUTING OF THE JOINTS. FURTHER, IF WETCUTTING / CORING IS
PERFORMED, IT MAY BE NECESSARY TO RELIEVE WATER COLLECTION
IN THE AFFECTED PLANK HOLLOW CORES BY DRILLING A 1/" PILOT
HOLE NEAR THE SUPPORT.
12. THE DESIGN LOADS OF THE SPANCRETE SLAB SYSTEM MUST
NOT BE EXCEEDED DURING THE CONSTRUCTION PHASE. FLOOR
SPANS FROM 25' TO 28' MAY HAVE A MAX. OF 1 CUBE OF BLOCK
(OR EQUIVALENT) % DISTANCE FROM EACH END. LOADS HEAVIER
THAN THE ABOVE MAY BE APPLIED ONLY AFTER DECKS HAVE BEEN
SHORED AT MID -SPAN DOWN TO GRADE
13. ANY REBAR SHOWN ON THESE SHOP DRAWINGS IS SUGGESTED
ONLY AND IS THE SOLE RESPONSIBILITY OF THE ENGINEER OF
RECORD TO INDICATE SIZE AND LOCATION FOR REQUIRED
REINFORCING.
14. WHERE A CONCRETE TOPPING IS INDICATED ON THE DRAWINGS,
SPANCRETE SHALL DESIGN THE PLANK TO CARRY ANY ADDITIONAL
TOPPNG LOAD REQUIRED FOR LEVELING THE PRECAST SURFACE DUE
TO CAMBER OR DEFLECTION OF THE PRECAST PLANK. THE
CUSTOMER SHALL TAKE THIS ADDITIONAL LEVELING CONCRETE INTO
ACCOUNT WHEN ESTIMATING THE CONCRETE TOPPING
15. THE CUSTOMER WILL BE RESPONSIBLE FOR EXTRA CHARGES IF
OFF-LOADING EACH TRUCK/TRAILER TAKES MORE THAN ONE (1)
HOUR AFTER THE ARRIVAL AT THE JOBSITE BECAUSE OF ANY POOR
JOBSITE CONDITIONS SUCH AS TRAFFIC, LACK OF SPACE, POWER
LINES ETC..
16. SPANCRETE WILL COORDINATE DELIVERIES AND FURNISH A
LOAD SCHEDULE FOR EACH DELIVERY. WHEN DELIVERIES ARE TO BE
MADE OUT OF HIGHLANDS COUNTY, FLORIDA, SPANCRETE MAY NOT
INCUR ANY LATE CHARGES FOR MATERIAL DELIVERY.
17. ONCE PRODUCTS ARRIVE AT THE JOBSITE AND ARE ACCEPTED
BY THE BUYER OR HIS AGENT, SPANCRETE WILL NOT BE
RESPONSIBLE FOR ANY VISIBLE CRACKS, SPALLS, OR OTHER
DAMAGES. THE CUSTOMER, OR HIS AGENT, WILL SIGN A DELIVERY
TICKET FOR EACH LOAD DELIVERED.
18. IF ANY PORTION OF SPANCRETE MATERIALS OR WORK IS
DEEMED UNSOUND, DEFECTIVE, OR IMPROPER BY CUSTOMER OR
THE ARCHITECT, THEN A STRUCTURAL ENGINEER, MUTUALLY AGREED
UPON BY BOTH PARTIES, SHALL INSPECT AND MAKE THE FINAL
DECISION AS TO THE STRUCTURAL INTEGRITY OF SAID UNITS OR
WORK.
19. FORMING AND POURING OF THE CAMBER GAP AT NON -BEARING
WALLS IS BY OTHERS.
20. UNDER NO CIRCUMSTANCES ARE CHARGES BY THE CUSTOMERS
ERECTION CONTRACTOR THE RESPONSIBILITY OF SPANCRETE
UNLESS BY MUTUAL AND WRITTEN AGREEMENT.
21. BEAMS AND KNOCKOUT BLOCK MUST BE CURED IN
ACCORDANCE WITH LOCAL BUILDING CODE, OR MINIMUM OF 48 HRS.
OR SPANCRETE WILL NOT INSTALL PRECAST PLANK. A MINIMUM OF
75% OF 3000 P.S.I. IS REQUIRED.
22. GENERAL CONTRACTOR AGREES TO PROVIDE AND MAINTAIN FOR
THE DURATION OF THE PRECAST INSTALLATION, STABILIZED ACCESS,
ACCEPTABLE TO SPANCRETE SO TRUCKS AND CRANE CAN MOVE
UNDER THEIR OWN POWER TO VARIOUS POINTS OF ERECTION WITH
NO OVERHEAD OBSTRUCTIONS. CUSTOMER ACCEPTS ALL LIABILITY
FOR DELIVERIES BEYOND THE CURB LINE, INCLUDING ALL
UNDERGROUND UTILITIES AND COSTS FOR LOSS OF TIME,
SPANCRETE RESERVES THE RIGHT TO STOP DELIVERIES AND/OR
ERECTION IN THE EVENT SUCH CONDITIONS ARE NOT PROVIDED.
23. IT WILL BE THE RESPONSIBILITY OF THE CUSTOMER TO PROVIDE
AND INSTALL REBAR CAPS ON ALL VERTICAL REBAR PRIOR TO THE
ERECTION OF THE HOLLOWCORE SLABS. ONLY REBAR CAPS
DESIGNED TO PROVIDE IMPALEMENT PROTECTION, SUCH AS THOSE
CONTAINING STEEL REINFORCEMENT SHOULD BE USED. MUSHROOM
STYLE CAPS ARE NOT ACCEPTABLE.
24. OPENINGS 12" OR LESS ARE BY OTHERS.
25. OPENINGS TO BE LAID OUT BY RESPECTIVE TRADE OR GENERAL
CONTRACTOR.
26. TUCK POINTING BETWEEN THE BOTTOM RISER AND STAIR
LANDING IS BY OTHERS.
27. UNLESS AGREED TO IN ADVANCE, ELEVATOR AND STAIR CAP
INSTALLATION IS BY OTHERS.
28. SPANCRETE IS NOT RESPONSIBLE FOR MISALIGNMENT OF THE
STAIR SYSTEM IF CORBELS OR OTHER SUPPORTS ARE INSTALLED
INCORRECTLY.
29. CORBELS ARE FOB JOBSITE ONLY TO BE INSTALLED BY THE
CUSTOMER PRIOR TO ERECTION OF PRECAST STAIR AND LANDING
SLABS.
30. SPANCRETE WILL GROUT LONGITUDINAL KEYWAYS ONLY.
SPANCRETE'S SCOPE DOES_ NOT INCLUDE:
31. INSTALLATION AND MAINTENANCE OF BARRICADES, GUARDRAILS,
OR OTHER SAFETY DEVICES AFTER SPANCRETE'S PORTION OF THE
PROJECT, OR SUBDIVIDED AREAS AND PORTIONS THEREOF, ARE
ERECTED AND TURNED OVER TO GENERAL CONTRACTOR, AT WHICH
TIME THE GENERAL CONTRACTOR SHALL ACCEPT RESPONSIBILITY FOR
THE PROJECT, AND/OR EACH SUCH
AREA OR PORTION AS COMPLETED, INCLUDING BUT NOT LIMITED TO
ALL SAFETY REQUIREMENTS RELATED THERETO.
32. CONCRETE TOPPING, EDGE POUR, BUTT JOINT POUR, GROUT
DAM, SOLID SLAB KEYWAY, POUR STOP, NON -SHRINK NON-METALLIC
GROUT.
33. SPANCRETE WILL COMPLY WITH OSHA SAFETY STANDARDS FOR
FALL PROTECTION, 1926 SUBPART M.
34. GENERAL CONTRACTOR/OWNER MUST PROVIDE ADEQUATE
LEVEL ACCESS FOR THE CRANE ALONG WITH 65' LONG
SEMI -TRAILER RIGS TO OPERATE UNDER THEIR OWN POWER.
CUSTOMER IS RESPONSIBLE FOR CHARGES RESULTING FROM DELAYS
DUE TO UNSUITABLE SOIL, SITE, ACCESS OR OTHER JOBSITE
CONDITIONS.
35. A SECURED STAGING AREA FOR ONE HALF (1/2) OF THE
NECESSARY LOADS FOR EACH MOBILIZATION MUST BE PROVIDED BY
GENERAL CONTRACTOR WITHIN ONE (1) MILE RADIUS OF THE
JOBSITE.
36. TRAFFIC CONTROL, SUPERVISION AND STREET BARRICADES
TO BE ARRANGED IN ADVANCE AND PROVIDED BY THE GENERAL
CONTRACTOR.
37. DAMAGE TO EXISTING LANDSCAPING, DRIVES,
SIDEWALKS, CURBS, FOUNDATIONS, SLABS, UNDERGROUND
UTILITIES AND OTHER INSTALLATIONS TO FACILITATE ERECTION
WILL NOT BE THE RESPONSIBILITY OF SPANCRETE.
38. ALL OVERHEAD OBSTRUCTIONS, INCLUDING POWER LINES, MUST
BE REMOVED BY OTHERS PRIOR TO OUR ARRIVAL.
39. PRECAST MUST BE INSTALLED PRIOR TO ANY STEEL OR
FRAMING ABOVE.
40. ALL PLANKS & OR PRODUCTS ARE PRECAST/PRESTRESSED
STRUCTURAL CONCRETE, MADE TO CONCRETE TOLERANCES, AND ARE
NOT DESIGNED TO MEET ARCHITECTURAL SPECIFICATIONS. NO HAND
FINISHING OR ON-THE-JOB CAULKING IS INCLUDED, UNLESS
OTHERWISE SPECIFIED AND AGREED UPON. CUSTOMER IS TO
PROVIDE WATER ON THE JOBSITE FOR GROUTING OF KEYWAYS.
41. ONLY SUCH WALL PLATES, ANCHORS, BOLTS AND ANY OTHER
NECESSARY ITEMS AS ARE CAST INTO AND BECOME A PART OF THE
PRECAST UNITS ARE TO BE FURNISHED UNDER THIS CONTRACT,
UNLESS SPECIFIED ELSEWHERE ON THIS DOCUMENT.
42. SPANCRETE ASSUMES NO LIABILITY FOR DELAYS OR
CANCELLATIONS FROM ANY ACT OF GOD NEGLECT OR DEFAULT OF
THE CUSTOMER OR HIS DUTY AUTHORIZED AGENT, OR BECAUSE OF
ANY DELAY OR CANCELLATION DUE TO UNFORESEEABLE CAUSES
BEYOND THE CONTROL OF SPANCRETE ALL CL41MS SHALL BE
DEEMED WAIVED UNLESS THE CUSTOMER MAKES OBJECTION
PROMPTLY UPON DELIVERY OF MATERIAL, AND IMMEDIATELY
CONFIRMED IN WRITING.
43. TENTATIVE DELIVERY DATES WILL BE DETERMINED AT TIME OF
AWARD. DELIVERY IS CONDITIONAL ON RECEIPT OF FINAL AND
COMPLETE ARCHITECTURAL AND STRUCTURAL DRAWINGS, AND
PROMPT RETURN OF FINAL APPROVED SPANCRETE SHOP DRAWINGS.
44. OUR APPROVED SHOP DRAWINGS REPRESENT OUR CONTRACTUAL
RESPONSIBILITY TO THE BUYER AND ALL CONFLICTIONS WITH OR
OMISSIONS ON THE BUILDING PLANS ARE NOT OUR RESPONSIBILITY.
45. ANY ALTERATIONS BY OTHERS TO THE ORIGINAL SYSTEM AS
SHOWN ON SHOP DRAWINGS WITHOUT PRIOR CONSENT SHALL VOID
THE WARRANTY ON THIS PROJECT.
46. THESE SHOP DRAWINGS ARE CONTINGENT UPON THE PROJECT
BEING CONSTRUCTED IN ACCORDANCE WITH THE CONTRACT
DRAWINGS AND DOCUMENTS, WITHIN ACCEPTABLE CONSTRUCTION
TOLERANCES. OUT -OF -TOLERANCE CONDITIONS WILL NOT BE THE
RESPONSIBILITY OF SPANCRETE; ANY ASSOCIATED COST WILL RESULT
IN A CHANGE ORDER.
47. STANDARD DRAFTING & ENGINEERING FEES HAVE BEEN
INCLUDED FOR (1) "APPROVED AS NOTED" REVISION. ADDITIONAL
DRAFTING AND ENGINEERING DUE TO BUILDING REVISIONS OR
EXCESSIVE FIELD CHANGES WILL RESULT IN A CHANGE ORDER
BILLED TO THE CUSTOMER ON A PER HOUR BASIS.
48. PRODUCTION AND DELIVERY CONTINGENT ON RECEIPT OF FULLY
EXECUTED CONTRACT/PURCHASE ORDER, CREDIT APPLICATION, COPY
OF NOTICE OF COMMENCEMENT AND FINAL APPROVED SHOP
DRAWINGS.
49. ACTUAL DELIVERY DATES WILL BE ASSIGNED UPON RECEIPT OF
FINAL APPROVED SHOP DRAWINGS. DELIVERY DATES MUST BE
CONFIRMED IN WRITING AT LEAST SEVEN (7) DAYS IN ADVANCE OR
DELIVERY WILL BE MADE AT THE NEXT AVAILABLE DATE.
50. IF DELIVERY DATE IS CANCELLED THREE (3) DAYS FROM THE
SCHEDULED DELIVERY DATE, CUSTOMER MUST ACCEPT CHARGES FOR
UNLOADING TRUCKS.
51. ONCE THE PROPOSAL./CONTRACT AGREEMENT HAS BEEN DULY
EXECUTED BY ALL PARTIES, SAME SHALL CONSTITUTE AN
IRREVOCABLE ORDER. IF CONTRACTOR, OR ONE OF ITS AUTHORIZED
AGENTS, CANNOT RECEIVE: MATERIALS WITHIN 30 DAYS OF THE
CONFIRMED DELIVERY DATE, THEN SPANCRETE CAN BILL CUSTOMER
FOR MATERIALS FABRICATED AND OR STORED.
52. CUSTOMER IS RESPONSIBLE FOR ALL GENERAL CONSTRUCTION,
F.A.A. PERMITS, ETC.
53. CUSTOMER MUST VERIFY ALL DIMENSIONS AND SLAB LAYOUT ON
THESE DRAWINGS. SPANCRETE WILL CAST ALL SLABS ACCORDING TO
THE APPROVED SHOP DRAWINGS SIGNED BY THE CUSTOMER.
54. STAIRS MANUFACTURED BY SPANCRETE ARE CAST IN METAL
FORMS FOR A NON -TEXTURED FINISH.
55. THE UNTOPPED SLAB SYSTEM INDICATES FLOOR SLABS THAT
WILL ACCEPT GOOD QUALITY CARPET WITH A MIN. OF 916" HEAVY
PAD, DIRECTLY APPLIED TO THEIR SURFACE. NOTE: ONLY
LENGTHWISE SLAB BEAMS ARE GROUTED
56. SPANCRETE ASSUMES NO RESPONSIBILITY WHATSOEVER FOR
SUCH CONSTRUCTION NOT BEING IN ACCORDANCE WITH BUILDING
CODES OR ADEQUATE TO SAFELY SUPPORT THE DEAD AND LIVE
LOADS TO BE SUPERIMPOSED ON THE CONSTRUCTION BY OTHERS.
57. IF SHOP DRAWINGS ARE SUBMITTED AND APPROVED,
DIMENSIONS, PLATE ANCHORS, BOLTS, INSERTS, ETC., SHOWN ON
SUCH APPROVED DRAWINGS ARE FINAL. WE ARE TO
FABRICATE TO SUCH DIMENSIONS AND DETAILS UNLESS AMPLE
NOTICE IS GIVEN OF CHANGES TO BE MADE IN WRITING.
58. SPANCRETE WILL PROVIDE A PRODUCT WARRANTY TO
CONTRACTOR, COVERING A PERIOD OF ONE YEAR FROM
COMPLETION OF CONTRACTED WORK. WARRANTY SHALL LIMIT
DEFECTS TO THOSE WHICH ARE DIRECTLY ATTRIBUTED TO ACTS OR
OMISSIONS OF SPANCRETE ANY ALTERATIONS TO THE ORIGINAL
SYSTEM AS PER SPANCRETE SHOP DRAWINGS SHALL NULL AND
VOID THIS WARRANTY.
APPROVER NOTE
THE CUSTOMER IS RESPONSIBLE FOR VERIFYING ALL DIMENSIONS.
ERRORS RESULTING DUE TO INCORRECT DIMENSIONS ARE THE
CUSTOMERS RESPONSIBILITY.
THESE SHOP DRAWINGS WERE COMPLETED USING
DRAWINGS DATED 06/30/13
SERIES EXPLANATION FOR LOAD TABLES
750-10 8 06 T
PRESTRESS STRAND COVER
SPANCRETE CROSS SECTION
SPANCRETE THICKNESS
PRESTRESS STRAND DIAMETER
IN 1/16 INCHES
NUMBER OF PRESTRESS
STRANDS/UNIT
2" STRUCTURAL TOPPING
SPANCRETE TO HAVE STANDARD MACHINE CAST FINISH ON
UNDERSIDE OF PLANK. PLANKS WILL HAVE A "BLOCK LIKE"
TEXTURE AND MAY REQUIRE SURFACE PREPARATION BY OTHERS
TO RECEIVE CEILING FINISH.
NN,ETHFA/100010111a
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LIVE LOADS:
40 PSF
CUSTOMER SIGNATURE
DEAD LOADS.,
70 PSF
CUSTOMER SIGNATURE
WIND LOADS:
FIRE RATING PER IBC TABLE 721.2.3(2): 1 HR.
TO PROVIDE AN ACCURATE:- SCHEDULE FOR DELIVERY, SPANCRETE
NEEDS TO DETERMINE THE METHOD THAT WILL BE USED TO
ESTABLISH THE FINAL DIMENSIONS OF THE PRECAST PRODUCTS TO
BE SUPPLIED BY SPANCRETE. PLEASE NOTE THAT OPTION #2 WILL
BE ASSUMED BY SPANCRETE AS THE SELECTED OPTION IF NEITHER
OPTION IS SIGNED.
OPTION # 1 - CUSTOMER GUARANTEES PROJECT TO BE IN
ACCORDANCE WITH CONTRACT DRAWINGS AND DOCUMENTS
UNDER THIS OPTION, YOU, THE PURCHASER, WILL GUARANTEE THE PROJECT
WILL BE CONSTRUCTED IN ACCORDANCE WITH THE CONTRACT DRAWINGS AND
DOCUMENTS PROVIDED TO SPANCRETE BY YOU, WITHIN ACCEPTABLE
CONSTRUCTION TOLERANCES. WHERE DIMENSIONS OR OTHER INFORMATION ARE
NOT PROVIDED ON THE DRAWINGS AND SPANCRETE HAS REQUESTED THIS
INFORMATION, YOU MUST PROVIDE SUCH DIMENSIONS IN A TIMELY MANNER.
THIS OPTION WILL TYPICALLY ALLOW SPANCRETE TO BEGIN PRODUCTION
EARLIER THAN OPTION #2.
OPTION #2 - CUSTOMER REQUESTS FIELD SITE MEASUREMENT
PRIOR TO COMMENCING PRODUCTION
UNDER THIS OPTION, SPANCRETE WILL FIELD VERIFY THE DIMENSIONS FOR
OUR PRODUCTS PRIOR TO ANY FABRICATION. HOWEVER, UNTIL THE JOBSITE IS
AVAILABLE FOR SUCH A JOB MEASUREMENT BY SPANCRETE PERSONNEL, NO
FABRICATION WILL COMMENCE, AND THUS THE PRODUCTION LEAD TIMES AND
DELIVERY SCHEDULE WILL BE CONTINGENT UPON THE AVAILABILITY AND ABILITY
TO FIELD MEASURE. ACCORDINGLY, THE PROJECT SCHEDULE WILL NOT BE
FINALIZED UNTIL THAT TIME.
]HE BELOW PLANK SECTIONS ARE TO BE USED AS A GUIDELINE FOR CORE -DRILLS:
1%
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7"
7"
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7"
7"
4%V
1Y4" o"
2Y4" 4'-O"
6" STRAND LAYOUT 1.25E-6606T
WEIGHT: = 48 P.S.F.
WEIGHT: = 192 P.L.F.
CORE -DRILLS:
PERFORMED BY OTHERS
LOCATIONS TO BE SUBMITTED TO SPANCRETE PRIOR TO ERECTION.
a
8" STRAND LAYOUT 1.00F-8606T
WEIGHT: = 61 P.S.F.
WEIGHT: = 244 P.L.F.
OPENINGS LARGER THAN 12"x12":
NONE SHOWN ON CONTRACT DRAWINGS.
SIZE AND LOCATION OF ANY OPENINGS MUST BE SUBMITTED TO SPANCRETE PRIOR TO CUTTING.
�)'EE CALCULATIONS FOR ESTIMATED CAMBER/DEFLECTION
1. GENERAL NOTES
2. SECTION DETAILS
3. SECOND FLOOR LAYOUT/SCHEDULE
4. THIRD FLOOR LAYOUT/SCHEDULE
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THIS DO(,UMLIN I AINU I HL HW UKMA I IUIN KLrKLJLN I LU HLKLIN AKL I HL LAULU51VL NKUF'LH I Y OF
SPANCRETE, AND ARE NOT TO BE USED, DUPLICATED, OR DISTRIBUTED FOR ANY OTHER PURPOSE OitR
PROJECT OR BY ANY OTHER PARTY WITHOUT THE PRIOR WRITTEN PERMISSION OF SPANCRETE IT IS
FURTHER PROTECTED BY ANY AND ALL APPLICABLE COPYRIGHT AND/OR OTHER INTELLECTUAL PROPERTY
LAWS, AND ANY UNAUTHORIZED USE MAY VIOLATE SUCH LAWS.
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PROJECT CUSTOMER:
MASTERPIECE BUILDERS
408 COLORADO AVE
STUART, FL 34994
P: 772-283-2096
F: 772-283-2770
CONT: JEFF BOWERS
PROJECT ARCHITECT:
ANNAM CORP. CUSTOM DESIGN
2312 SW 10TH ST
BOYNTON BEACH, FL 33426
P: 561-445-9135
F: 561-742-3521
PROJECT ENGINEER:
JAMES BUSHOUSE, INC
1176 SW 4TH CT
BOCA RATON, FL 33432
P: 561-417-3891
REVISIONS 1
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FIELD CHECK
BY:
DATE:
OCIRCLED DIMENSIONS ARE
SITE VERIFIED MEASUREMENTS
THAT HAVE CHANGED FROM
PREVIOUS SPANCRETE DRAWINGS
SEAL
CHRIS PFEIL (PE #58731)
PFEIL DESIGN. LLC
101 E. KENNEDY BLVD. STE 1490
TAMPA, FL 33602
PH. 813-426-3431
Cq 29272
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**********ATTENTION**********
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1. APPROVAL OF THIS SPANCRETE PLANK SCHEDULE AND LAYOUT IS
T
MANDATORY BEFORE PRODUCTION CAN BEGIN.
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2. PLEASE VERIFY ALL DIMENSIONS, LOADS, SPANS, OVER HANGS,
ELEVATIONS, OPENINGS, CHASES, AND BEARING CONDITIONS, ETC.
3. ALL OF THE PLANK LENGTHS, WIDTHS, AND THICKNESS WILL BE
IN STRICT ACCORDANCE TO THE PLANK SCHEDULE.
DRAWN BY:
AML
4. ANY ERRORS OR OMISSIONS IN CONTRACT DRAWINGS, REVISIONS,
CHECKED BY:
FIELD MEASUREMENTS, CORRESPONDENCE PROVIDED TO SPANCRETE
MAS
BY THE CUSTOMER IS THE SOLE RESPONSIBILITY OF THE CUSTOMER.
DATE:
PLANS APPROVED BY:---------------------------
10-11-13
PRINT NAME:_
JOB NO.:
80300
COMPANY:---- ------------------------ -----
SHEET
TITLE:---------------------- DATE: ------------
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