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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 \0011 I I /T// \�� v�,•��GENSF '•••'Q i Ste: ••N i PE 19658 • C STATE OF �iO.o "t OR � • G b�/�C �'�i/�/SS� FILE COPY G ID EW-71MUCE 9 - n OWN 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.