HomeMy WebLinkAboutPre-Building Permit ADDENDUMWWI
NIATHERS ENGINEERING
CORPORATION
PRE -BUILDING PERMIT ADDENDUM
Date: March 03, 2020
To: St. Lucie County Building Department
2300 Virginia Avenue
Fort Pierce, FL 34982
Referenced Project: Concrete Restoration for Exterior Balconies
2431 SE Dixie Highway
Stuart, FL 34996
Phone: (772) 287-0526
EB#004456
(decks, beams & columns)
For Units Numbers for Stack 1(101, 201, 301, 401, 501, 601 and 701)
Unit Numbers for Stack 2 (102, 202, 302, 402, 502, 602, and 702)
Unit Numbers for Stack 3 (103, 203, 303, 403, 503, 603 and 703)
for Oceanrise Condominium
Located at 10310 S. Ocean Drive, Jensen Beach, FL 34957
Contractor: DMF Construction
312 S. Old Dixie Hwy.
Jupiter, FL 33458
Enclosed is a copy of the structural threshold license for William J. Mathers, P.E. as the threshold
inspector for the project referenced above in accordance with Florida Statutes 553.79.
Approved,
William J. Mathers, PE
Florida License #19658
Special Inspector FL License #SI-155
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MATHERS ENGINEERING
CORPORATION
PRE -BUILDING PERMIT ADDENDUM
Date: March 03, 2020
To: St. Lucie County Building Department
2300 Virginia Avenue
Fort Pierce, FL 34982
Referenced Project: Concrete Restoration for Exterior Balconies
2431 SE Dixie Highway
Stuart, FL 34996
Phone: (772) 287-0525
EB#004456
MAR 'fig 2020
RermttNng DeR tn1811!
St, tude County
(decks, beams & columns)
For Unit Numbers for Stack 1 (101, 201, 301, 401, 501, 601 and 701)
Unit Numbers for Stack 2 (102, 202, 302, 402, 502, 602 and 702)
Unit Numbers for Stack 3 (103, 203, 303, 403, 503, 603 and 703)
for Oceanrise Condominium
Located at 10310 S. Ocean Drive, Jensen Beach, FL 34957
Contractor: DMF Construction
312 S. Old Dixie Hwy.
Jupiter, FL 33458
Background:
The removal and restoration of deteriorated concrete and steel within beams, columns, decks and
adjacent walls will comply with the IRCI Guideline No. 03730 (a copy of which is attached hereto)
or as modified by Engineer as work progresses.
The anticipated work involves the initial demolition, and then the removal, replacement and
restoration of concrete and reinforcement as required. The degree of restoration is currently
unknown, until such time as the initial demolition has begun.
The anticipated sequence of repairs is as follows:
• Shoring required for repairs of all columns, beams and decks (if required by engineer)
• Removal and restoration of concrete and reinforcement steel within beams, columns and
decks. (ICRI Guideline No. 03730)
• Minor chipping and patching of areas not requiring full depth repairs.
• Applied deck coating.
The following materials are approved for anticipated use in this restoration (see attached
manufacturers specifications):
• Sikacrete 211 Concrete Mix.
• SikaQuick 1000.
• Sika Armatec 110 EpoCem bonding agent and rebar coating.
• Sika FerroGard 903.
• Sikagard 701 W. C®Ir ®V
• SikaTop 123 PLUS. FIVE
• TREMCO Vulkem® 350NF
2431 SE Dixie Highway
Stuart, FL 34996
MATHERS ENGINEERING Phone: (772) 287-0525
CORPORATION EB#004456
See enclosed plan showing location of restoration.
The above sequence is general in nature and will be modified as restoration work progresses.
Observations of the initial demolition will determine any required modifications to the above
procedures and materials selected for the final restoration process.
Based on initial visual observations, repairs will not require shoring; however, in the event the
demolition work reveals that shoring will be required, the engineer will instruct the contractor to
shore the area as well as the number of levels required. The instructions given to the contractor will
be submitted to the Building Department with the final close-out documents.
We have been authorized by the Association to work with the contractor during the restoration and,
will inspect work partially completed as well as observe results of the new demolition prior to field
authorizing the repairs to be completed.
The proposed concrete restoration work, except as authorized by the engineer's modified
instructions, will comply with specifications outlined in the IRCI Guideline No. 03730, as well as
the applicable minimum building codes and the applicable fire safety standards as determined by
the local authority in accordance with Chapter 553 and Chapter 633 of the Florida Statutes where
applicable to concrete restoration.
Approved,
PE 19658 �';N
STATE OF '
0RI0P'•' N���
William J. Mathers, PE ij/ FSS� - -- - - G �1�1
Florida License #19658 //���ONA11`�����
Special Inspector FL License #SI-1Y
0
Product Data Sheet
Edition 7.14.2014
Sikacrete® 211
Sikacrete° 211
One -component, cementitious,
pumpable and pourable concrete mix
Description Sikacrete® 211 is a 1-component, portland-cement concrete containing factory blended
coarse aggregate.
Where to Use ■ Full depth repairs.
■ On grade, above, and below grade on concrete.
■ On horizontal, vertical and overhead surfaces.
■ As a structural repair material for parking facilities, industrial plants, walkways, bridges,
tunnels, dams and balconies.
■ Filler for voids and cavities.
Advantages ■ Pre -packaged coarse a re ate: Eliminates need to extend material in the field; Elimi-
nates the risk of reactive aggregate.
f3 ,y ■ High bond strength.
` r ■ Compatible with coefficient of thermal expansion of concrete.
■ Increased resistance to deicing salts.
■ Simple -to -use labor-saving system.
■ Easily mixed.
y ■ Good freeze/thaw resistance.
■ Easily applied to clean, sound substrate.
■ Not a vapor barrier.
■ Not flammable
Coverage Approximately 0.65 ft.3/unit
Packaging 80 lb. multi -wall bag.
PRIOR TO EACH USE-07-ANY-SIKA PRODUCT, THE USER MUST ALWAYS READ AND FOLLOW THE WARNINM-=
INSTRUCTIONS ON THE PRODUCT'S MOST CURRENT PRODUCT DATA SHEET, PRODUCT LABEL AND SAFETY DATA
SHEET WHICH ARE AVAILABLE ONLINE AT HTTP:I/USA.SIKA.COM/ OR BY CALLING SIKA'S TECHNICAL SERVICE DE-
PARTMENTAT 800.933.7452 NOTHING CONTAINED IN ANY SIKA MATERIALS RELIEVES THE USER OF THE OBLIGATION
TO READ AND FOLLOW THE WARNINGS AND INSTRUCTIONS FOR EACH SIKA PRODUCT AS SET FORTH IN THE CUR-
RENT PRODUCT DATA SHEET, PRODUCT LABEL AND SAFETY DATA SHEET PRIOR TO PRODUCT USE.
A130
Concrete, mortar, and masonry products.
Iparation Concrete: Remove all deteriorated concrete, dirt, oil, grease, and all bond -inhibiting materials
from surface. Be sure repair area is not less than 1 in. in depth. Preparation work should be
done by high pressure water blast, scabbier, or other appropriate mechanical means to obtain
an exposed aggregate surface with a minimum surface profile of ±1/8 in. (CSP-7). Saturate
surface with clean water. Substrate should be saturated surface dry (SSD) with no standing
water during application.
Reinforcing Steel: Steel reinforcement should be thoroughly prepared by mechanical cleaning
to remove all traces of rust. Where corrosion has occurred due to the presence of chlorides, the
steel should be high-pressure washed with clean water after mechanical cleaning. For priming of
reinforcing steel use Sika® Armate& 110 EpoCem (consult Technical Data Sheet).
For priming of reinforcing steel use Sika®Armate& 110 EpoCem (consult Technical Data Sheet).
Place 4/5 of 1 gallon water in mixing container. Add Sikacrete® 211 while continuing to mix.
Add additional water up to 1 gallon total. Mix to a uniform consistency, maximum 3 minutes.
Mechanically mix with a low -speed drill (400-600 rpm) and paddle or in appropriate size mortar
mixer or concrete mixer.
Form and pour or pump applications: Pre -wet surface to SSD. Ensure good intimate con-
tact with the substrate is achieved. To accomplish this, material should be scrubbed into the
substrate or other suitable means should be employed such as vibration of the material or
pumping under pressure. Vibrate form while pouring or pumping. Pump with a variable pres-
sure pump. Continue pumping until a 3 to 5 psi increase in normal line pressure is evident
then STOP pumping. Form should not deflect. Vent to be capped when steady flow is evident,
and forms stripped when appropriate.
nishing As per ACI recommendations for portland cement concrete, curing is required. Moist cure
with wet burlap and polyethylene, a fine mist of water or a water based` compatible curing
compound. Curing compounds adversely affect the adhesion of following layers of mortar,
leveling mortar or protective coatings. Moist curing should commence immediately after fin-
ishing. Protect'newly applied material from direct sunlight, wind, rain and frost.
*Pretesting of curing compound is recommended
■ Application thickness: Minimum 1 in. (25 mm); Maximum 8 in. (200 mm)
■ Minimum ambient and surface temperatures 45°F (7°C) and rising at time of application.
■ Using SikaLatex®, SikaLatex® R or similar products will result in loss of slump and slump
retention. Field tests for suitability are strongly recommended.
PRIOR TO EACH USE OF ANY SIKA PRODUCT, TRE USER MOST ALWAYS READ AND FOLLON THE WARNINGS AN
INSTRUCTIONS ON THE PRODUCT'S MOST CURRENT PRODUCT DATA SHEET, PRODUCT LABEL AND SAFETY DATg
SHEET WHICH ARE AVAILABLE ONLINE AT HTTP:UUSA.SIKA.COM/ OR BY CALLING SIKA'S TECHNICAL SERVICE DE
PARTMENTAT 800.933.7462 NOTHING CONTAINED IN ANY SIKA MATERIALS RELIEVES THE USER OF THE OBLIGATION'
TO READ AND FOLLOW THE WARNINGS AND INSTRUCTIONS FOR EACH SIKA PRODUCT AS SET FORTH IN THE CUR-
RENT PRODUCT DATA SHEET, PRODUCT LABEL AND SAFETY DATA SHEET PRIOR TO PRODUCT USE.
KEEP CONTAINERTIGHTLY CLOSED. KEEP OUT OF REACH OF CHILDREN. NOT FOR INTERNALCONSUMPTION. FOR INDUSTRIALUSE ONLY. FOR PROFESSIONAL USE ONLY.
For further Information and advice regarding transportation, handling, storage and disposal of chemical products, users should refer to the
actual Safety Data Sheets containing physical, ecological, toxicological and other safety related data. Read the current actual Safety Data Sheet
before using the product. In case of emergency, call CHEMTREC at 1-800424-9300, International 703-527-3887.
Priorto each use of any Sika product, the usermust always read and followthe warnings and instructions on the product's most current Product
Data Sheet, product label and Safety Data Sheet which are available online at httpJ1usa.sika.com/ or by calling Sika's Technical Service Depart-
ment at 800-933-7452. Nothing contained in any Sika materials relieves the userof the obligation to read and followthe warnings and instruction
for each Sika product as set forth In the current Product Data Sheet, product label and Safety Data Sheet prior to
product use.
SIKA warrants this product for one year from date of Installation to be free from manufacturing defects and to meet the technical properties on
the current Product Data Sheet If used as directed within shelf Ilfe. User determines suitability of product for Intended use and assumes all risks.
Buyer's sole remedy shall be limited to the purchase price or replacement of product exclusive of laboror cost of labor. NO OTHER WARRANTIES
EXPRESS OR IMPLIED SHALLAPPLY INCLUDING ANY WARRANTY OF MERCHANTABILITY OR FITNESS FORA PARTICULAR PURPOSE. SIKA
SHALL NOT BE LIABLE UNDER ANY LEGAL THEORY FOR SPECIAL OR CONSEQUENTIAL DAMAGES. SIKA SHALL NOT BE RESPONSIBLE FOR
THE USE OF THIS PRODUCT IN A MANNER TO INFRINGE ON ANY PATENTORANY OTHER INTELLECTUAL PROPERTY RIGHTS HELD BY OTHERS.
SALE OF SIKA PRODUCTS ARE SUBJECT SIKA'S TERMS AND CONDITIONS OF SALE AVAILABLE AT HTTP:IIUSA.SIKA.COMI OR BY
CALLING 201-933-8800.
Visit our website at usa.sika.com 1.800-933-SIKA NATIONWIDE
Regional Information and Sales Centers. For the location of your nearest Sika sales office, contact your regional center.
Sika Corporation Sika Canada Inc. Sika Mexicana S.A. de C.V. e, asl .
201 Polito Avenue 601 Delmar Avenue Carretera Libre Celaya Km. 8.5 led Lyndhurst, NJ 07071 Pointe Claire Fracc. Industrial Balvanera U
Phone: 800-933-7452 Quebec H9R 4A9 Corregidora, Queretaro RFS�ONF_M1LE UKEUKE ���
Fax:201-933-6225 Phone:514-697-2610 C.P.76920 iz�
Fax: 514-694-2792 Phone: 52 442 2385800 Sika and Sikacrete are registered
Fax: 52 442 2250537 trademarks. Printed In Canada.
Ise
Concrete, mortar, and masonry products.
Dparation Concrete: Remove all deteriorated concrete, dirt, oil, grease, and all bond -inhibiting materials
from surface. Be sure repair area is not less than 1 in. in depth. Preparation work should be
done by high pressure water blast, scabbler, or other appropriate mechanical mean's to obtain
an exposed aggregate surface with a minimum surface profile of t1/8 in. (CSP-7). Saturate
surface with clean water. Substrate should be saturated surface dry (SSD) with no standing
water during application.
Reinforcing Steel: Steel reinforcement should be thoroughly prepared by mechanical cleaning
to remove all traces of rust. Where corrosion has occurred due to the presence of chlorides, the
steel should be high-pressure washed with clean water after mechanical cleaning. For priming of
reinforcing steel use SikaOArmate& 110 EpoCem (consult Technical Data Sheet).
For priming of reinforcing steel use SikaOArmate& 110 EpoCem (consult Technical Data Sheet).
Place 4/5 of 1 gallon water in mixing container. Add Sikacrete® 211 while continuing to mix.
Add additional water up to 1 gallon total. Mix to a uniform consistency, maximum 3 minutes.
Mechanically mix with a low -speed drill (400-600 rpm) and paddle or in appropriate size mortar
mixer or concrete mixer.
I Form and pour or pump applications: Pre -wet surface to SSD. Ensure good intimate con-
tact with the substrate is achieved. To accomplish this, material should be scrubbed into the
substrate or other suitable means should be employed such as vibration of the material or
pumping under pressure. Vibrate form while pouring or pumping. Pump with a variable Ares -
sure pump. Continue pumping until a 3 to 5 psi increase in normal line pressure is evident
then STOP pumping. Form should not deflect. Vent to be capped when steady flow is evident,
and forms stripped when appropriate.
inishing As per ACI recommendations for portland cement concrete, curing is required. Moist cure
with wet burlap and polyethylene, a fine mist of water or a water based* compatible curing
compound. Curing compounds adversely affect the adhesion of following layers of mortar,
leveling mortar or protective coatings. Moist curing should commence immediately after fin-
ishing. Protect newly applied material from direct sunlight, wind, rain and frost.
*Pretesting of curing compound is recommended.
■ Application thickness: Minimum 1 in. (25 mm); Maximum 8 in. (200 mm)
■ Minimum ambient and surface temperatures 450F (7°C) and rising at time of application.
■ Using SikaLate)&, Sikal-atex® R or similar products will result in loss of slump and slump
retention. Field tests for suitability are strongly recommended.
PRIOR TO EACH USE OF ANY SIKA PRODUCT, THE USER MUST AEMS-READ AN0 FOLL THE WARNINGS —AIM
INSTRUCTIONS ON THE PRODUCTS MOST CURRENT PRODUCT DATA SHEET, PRODUCT LABEL AND SAFETY DATA
SHEET WHICH ARE AVAILABLE ONLINE AT HTTP:HUSA.SIKA.COM/ OR BY CALLING SIKA'S TECHNICAL SERVICE DE-
PARTMENTAT 800.933.7462 NOTHING CONTAINED IN ANY SIKA MATERIALS RELIEVES THE USER OF THE OBLIGATION
TO READ AND FOLLOW THE WARNINGS AND INSTRUCTIONS FOR EACH SIKA PRODUCT AS SET FORTH IN THE CUR-
RENT PRODUCT DATA SHEET, PRODUCT LABEL AND SAFETY DATA SHEET PRIOR TO PRODUCT USE.
KEEP CONTAINERTIGHTLY CLOSED. KEEP OUT OF REACH OF CHILDREN. NOT FOR INTERNAL CONSUMPTION. FOR INDUSTRIAL USE ONLY. FOR PROFESSIONAL USE ONLY.
For further Information and advice regarding transportation, handling, storage and disposal of chemical products, users should refer to the
actual Safety Data Sheets containing physical, ecological, toxicological and other safety related data. Read the current actual Safety Data Sheet
before using the product. In case of emergency, call CHEMTREC at 1-800-424.9300, International 703.527-3887.
Priorto each use of any Slka product, the usermust always read and followthe warnings and Instructions on the product's most current Product
Data Sheet, product label and Safety Data Sheet which are available online at httpJ/usa.sika.com/ or by calling Sike's Technical Service Depart-
ment at 800-933-7452. Nothing contained in any Sika materials relieves the userof the obligation to read and followthe warnings and Instruction
for each Sika product as set forth In the current Product Data Sheet, product label and Safety Data Sheet prior to
product use.
SIKA warrants this product for one year from date of installation to be free from manufacturing defects and to meet the technical properties on
the current Product Data Sheet If used as directed within shelf life. User determines suitability of productfor Intended use and assumes all risks.
Buyer's sole remedy shall be limited to the purchase price or replacement of product exclusive of labor or cost of labor. NO OTHER WARRANTIES
EXPRESS OR IMPLIED SHALL APPLY INCLUDING ANY WARRANTY OF MERCHANTABILITY OR FITNESS FORA PARTICULAR PURPOSE. SIKA
SHALL NOT BE LIABLE UNDER ANY LEGAL THEORY FOR SPECIAL OR CONSEQUENTIAL DAMAGES. SIKA SHALL NOT BE RESPONSIBLE FOR
THE USE OF THIS PRODUCTIN A MANNER TO INFRINGE ON ANY PATENT ORANY OTHER INTELLECTUAL PROPERTY RIGHTS HELD BY OTHERS.
SALE OF SIKA PRODUCTS ARE SUBJECT SIKA'S TERMS AND CONDITIONS OF,SALE AVAILABLE AT HTrP://USA.SIKA.COM/ OR BY
CALLING 201-933-8800.
Visit our website at usa.sika.com 1-800-933-SIKA NATIONWIDE
Regional Information and Sales Centers. For the location of your nearest Sika sales office, contact your regional center.
Sika Corporation Sika Canada Inc. Sika Mexicans S.A.y a C.V. led asl - O
201 Polito Avenue 601 Dear Avenue Caretera Libre Cela a Km. 8.5
Lyndhurst, NJ 07071 lm
Pointe Claire Fracc. Industrial Balvanera e
Phone: 800-933-7452 Quebec H9R 4A9 Corregidora, Queretaro RESPONERLF f`�0�
Fax: 201-933-6225 Phone: 514-697-2610 C.P. 76920 GR
Fax: 514-694-2792 Phone: 52 442 2385800 Sika and Sikacrete are registered
Fax: 52 442 2250537 trademarks. Printed in Canada.