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Home My WebLink AboutSTRUCTURAL SPECIFICATIONSY H $� kt Sand Dollar Shores Condominium Association Unit numbers 203, 216, 316, 401, 416, 516, 601, 802 and Roof Parapet for Stack 16 7420 SOUTH OCEAN DRIVE JENSON BEACH, FLORIDA STRUCTURAL SPECIFICATIONS FOR Tplm PUNP, AND ALL PROPOND MCONCRETE RESTORATION PRE SUBJECT TO ANY CONECTIMS SCANNED REQUIRED BY FIELD rtjsPEMIDIR.S THAT MAY BE NECESSARY IN QRf']L4+ TO BY St. Lucie County Comm WITH ALL APPLICABLE CODES. P��1t�v� C3�o Florida Consulting Engineers, Inc. C. D.A. Sal 134 N.W. 16TH STREET, SUITE 1 BOCA RATON, FLORIDA 33432 PHONE: 561-353-1 152 OR 561-702-4216 FAX: 561 -353-1 70B EMAIL: FLORIDAENGINEERS@GMAIL.COM DATE: �✓ / �l ' V JANUARY 1 4, 201 5 ST, LUCIE COUNTY BUILDING DIVISION REVIEWED FORCOMPUA ZUHAIR M. JALLOUL, P.E. - REVIEWED " � DATE 11 �P FLORIDA LICENsE No. 3541 6 N AND PERMIT MUST BE KEPT ON JOB OR -. NO INSPECTION WILL BE MADE " Unit numbers 203, 216, 316, 401, 416, 516, 601, 802 and Roof Parapet for Stack 16 Page 1 of 24 7420 S. OCEAN DRIVE, JENSON BEACH, FL JANUARY 14, 2015 P , -arida Consulting` Engineers, 69 134 NW 16' Street, Suite 1 �jj �` Boca Raton, Florida 33432 Phone: 561-353-1152 E-mail: floridaenggineerrss@�gmail.com Fax: 561-353-1708 March 23, 2015 C U �, - -V,uilding & Code Regulation Division St. Lucie r FILE iy 1-0300 Virginia Avenue Fort 1 d. 34982 RE: SANDDOLLAR CONDO Unit numbers 203, 216, 316, 401, 416, 516, 601, 802 and Roof Parapet for Stack 16 7430 South Ocean Drive, Jenson Beach, Florida Permit Number: 1502-0105 Dear Building Official: This is to confirm I will be performing special inspections for the duration of the above referenced project. The following inspections will be required: 1. Initial site visit to determine the areas to be repaired 2. Observation of areas to be repaired after removal of deteriorated concrete and exposing rebar. 3. Observation of all cleaned surfaces and cleaned steel rebar prior to coating. 4. Observe all surfaces after coated with rush inhibiters and bonding agent. 5. Observe repaired areas after patching 6. Observe areas after sealant is applied. All inspections shall be scheduled by the contractor with minimum of one work day notice. If you need additional information, please call me. Sincerely, Zuhair M. Jalloul, P.E. Florida License No. 35416 THESE -r-V.N 15 AND ALL PROPOSSD WORK ARE SUBJECT TO ANY COMECTIONS REQUIRED BY FI9-LD I11ISPEMPIS THAT rAAy BE NECIF-ARY IN ORDER TO COMPCf ,%,171.1 ALL APPLICABLE CODES. PARTI- GENERAL 1.0 SCOPE OF WORK AND CODE REQUIREMENTS A. Exterior concrete repair B. All work shall comply with Florida Building Code 2010 and all St. Lucie County Codes and ordinances. 1.01 WORK INCLUDED LsCOPY A. Concrete removal. B. Concrete placement. C. Reinforcement steel repairs. D. Remove door frames, screens or other items as required and reinstall after concrete repairs 1.02 REFERENCES A. Concrete Repair and Maintenance Illustrated by Peter H. Emmons, 1994. B. International Concrete Repair Institute (ICRI) Guide for Selecting and Specifying Materials for Repair of Concrete Surfaces. Guideline No. 03733. C. International Concrete Repair Institute (ICRI) Guide for Selecting and Specifying Concrete Surface Preparation. for Sealers, Coatings and Polymer Overlays. Guideline No. 03732. 1.03 QUALITY ASSURANCE A. ACE 301 - Specifications for Structural Concrete for Buildings. B. ACI 302 Guide for Concrete Floor and Slab Construction. C. ACI 304 - Recommended Practice for Measuring, Mixing, Transporting, and Placing Concrete. D. ACI 315 - Details and Detailing of Concrete Reinforcement. E. ACI 318 - Building Code Requirements for Reinforced Concrete. F. ACI 347 - Recommended Practice for Concrete Formwork. G. ACI 546R96 Concrete Repair Guide. H. Concrete Reinforcing Steel Institute (C.RSI) - Manual of Standard Practice. I. International Concrete Repair Institute (ICRI) - Guide for Surface Preparation or Deteriorated Concrete Resulting from Reinforcing Steel Corrosion. Guideline No. 03730. J. international Concrete Repair Institute (ICRI) - Guide for Selecting Application Methods for the Repair of Concrete Surfaces. Guideline No. 03731. K. Manufacturer's material specifications - Recommended surface preparation, mixing, installation, and curing instructions. Project: Sand Dollar Shores Condominium Association. 7400 South Ocean Dr. Jensen Beach, Florida 34957 Florida Consulting Engineers, Inc. Zuhair Jalloul, P.E., FL. License No. 35416 Unit numbers 203, 216. 316, 401, 416, 516, 601, 802 and Roof Parapet for Stack 16 Page 2 of 24 7420 S. OCEAN DRIVE, JENSON BEACH, FL JANUARY 14, 2015 1.04 SUBMITTALS A. Product Data: Submit data for proprietary materials and items, including reinforcement and forming accessories, admixtures, patching compounds, waterstops, joints systems, curing compounds, finish materials and others as requested by the Owner. ,a B. Material Certificates: Provide materials certificates signed by the Manufacturer and Contractor, certifying that each material item complies with, or exceed, specified requirements. C. Design Drawings: Submit design a drawing from the Contractor's Florida Registered Engineer for all shoring, reshoring, temporary walls and shutters, railings and windows. PART 2-PRODUCTS melie •:7:I1►17il:iNl►[Hdi/_viiaa wm A. Reinforcing Steel: ASTM A615; 60 ksi yield grade billet steel. deformed bars. B. Supports: Provide plastic or other non -corrosive chairs and spacers. 2.01 REPAIR MATERIALS "a A. Polymer modified portland cement mortar for patching surfaces manufactured by: 1). Thoroc. 2). Sika. ). Sonneborn. 4L 0Py ). Sto. 5). Master Builders. B. Large area full depth repairs: Design mix: CONTRACTOR TO PROVIDE 1 SET OF 4 CYLINDERS FOR 28-DAY COMPRESSIVE STRENGTH AND SLUMP BY CERTIFIED LABORATORY. 1 SET PER POUR DAY AT CONTRACTORS EXPENSE. a. Mix to ASTM C94. b. Compressive Strength: MATCH ORIGINAL DESIGN STRENGTH C. Slump: S inch. d. Water/cement ratio: MATCH ORIGINAL DESIGN e. Corrosion Inhibitor. Project: Sand Dollar Shores Condominium Association. 7400 South Ocean Dr. Jensen Beach, Florida 34957 Florida Consulting Engineers, Inc. Zuhair Jalloul, P.E., FL. License No. 35416 J Unit numbers 203, 216, 316, 401, 416, 516, 601, 802 and Roof Parapet for Stack 16 Page 3 of 24 7420 S. OCEAN DRIVE, JENSON BEACH, FL JANUARY 14, 2015 i. Fiber mesh (OPTIONAL) g. Water reducer (OPTIONAL) h. Silica Fume (OPTIONAL) C. Anti -corrosion protective coating for reinforcement steel shall be as recommended by the appropriate manufacturer listed in 201.A D. Bonding agent: 1). Slurry coat of applicable repair mortar. 2). Bonding agent as recommended by the repair mortar manufacturer. E. Epoxy for grouting replacement reinforcement dowels: 1). Master Builder's Concresive Standard Paste. 2). Fosroc's Nitobond 881-43. F. Sealer for rout and seal cracks: 1). Sonneborrfs NP-i. 2). Mameco's Vulkem 921 3). Sika's IA G. Repair stucco: Thoro Stucco with Acryl 60 by Thoro System Products. H. Floor waterproofing (cementitious): 1). Sto Watertight. 2). Sonneborn. Flextight. L 3). Mapci Planiseal 89 0 :' � Y Floor waterproofing (urethane): 1). Carlislc5013. 2). Sonneborn Sonoguard. J, Corrosion Inhibitor: J. Corrosion Inhibitor: 1). Sika Ferroguard K. Steel column: 1). Pre-treatment: Porter#79 Metalprep; 2). First coat: PPG #95-245 Pitt -Guard Rapid -Coat Direct -to - Rust Epoxy Mastic Coating Project: Sand Dollar Shores Condominium Association. 7400 South Ocean Dr. Jensen Beach, Florida 34957 Florida Consulting Engineers, Inc. Zuhair Jalloul, P.E., FL. License No. 35416 Unit numbers 203, 216, 316, 401, 416, 516, 601, 802 and Roof Parapet for Stack 16 Page 4 of 24 7420 S. OCEAN DRIVE, JENSON BEACH, FL JANUARY 14, 2015 3). Second coat: PPG #95-5012 Sil-Shield Silicone Alkyd Enamel High Gloss 4). Third coat: (same as second) PPG #95-5012 Sil-Shield Silicone Alkyd Enamel High Gloss 2.02 MATERIAL ALTERNATIVES A. it is the intent of these Specifications to obtain a warranty from the material Manufacture. Therefore, the Contractor shall use products from a single manufacturer to the greatest extent possible and shall obtain prior, written authorization from the primary material manufacturer for use of any secondary materials. B. Material substitutions may be allowed with prior written authorization from the Owner and/or Engineer. PART 3 - EXECUTION OP 3.00 INSPECTION A. The structural inspection plan and proceduresshall be complied by the engineer of record (recorded for special inspector). 3.01 CONCRETE REMOVAL AND SURFACE PREPARATION A. Remove concrete in accordance with the International Concrete Repair Institute Guideline No. 03730 and the Manufacturer's Specifications (see attached guide] me). B. Initial saw cutting perimeters of excavations will be performed to limit extent of the excavation. C. Avoid "feather" edges at the surface of repair perimeter. 3.02 REPAIR PREPARATION A. Reinforcing steel which has lost more than 25% of its original cross - sectional area at any point shall be repaired by replacing or adding new steel of equivalent size to the original rebar. B. New bars shall be lapped a minimum of 36 bar diameters or a minimum of 24" or epoxy doweled a minimum of 8" into sound concrete. C. Mechanical splices may be used in accordance with Manufacturer's specifications. D. Mechanically clean all contaminants and scaling rust from cgmplete circumference of the bar. In most cases of extensive corrosion- : , particularly beneath the bars, sand blasting must be perormed.. E. Coat steel in accordance with the Manufacturer's specifications,. Consulting Engineers, Inc. Unit numbers 203, 216, 316, 401, 416, 516, 601, 602 and Roof Parapet for Stack 16 7420 S. OCEAN DRIVE, JENSON BEACH, FL South Ocean Dr. Jensen Beach, Florida 34957 ZuhairJalloul, P.E., FL. L1cense Na.135416` ' � J Paae 5'or24 JANUARY 14, 2015 F. Cut steel reinforcement tips at edges in order to obtain a minimum of 1.5" concrete cover. 3.03 FORMS A. Verify lines, levels, and measurement before proceeding with formwork. B. Do not apply form release agent where concrete surfaces receive special finishes or applied coatings, which may be affected by agent. C. Maintain form work construction tolerances complying with. ACI347. 3.04 SHORES AND SUPPORTS A. Comply with ACT 347 for shoring and reshoring. B. If shoring is needed , the Contractor shall provide shoring and reshoring details to St. Lucie County and Engineer of Record for review and approval 3.05 INSTALLATION OF REPAIR MORTAR A. Mix and place mortar in. accordance with the Manufacturer's specifications including curing. If curing compound is used. The Contractor shall verify its compatibility with concrete covering. B. Place mortar in accordance with the recommendations of ICRI 03731. 3.06 INSTALLATION OP DESIGN MIX CONCRETE A. Design mix concrete shall be placed in accordance with ACI Codes 30, 302, 304, and 319, B. Submit design mix to Owner for approval. C. Provide compressive strength tests through a Certified Laboratory; one set of 4 cylinders each pour day. 3.07 SLIDING GLASS DOORS AND TEMPORARY WALLS A. Remove sliding glass doors and frames as required for the repairs. B. Label, protect and store in a storage container to be provided by the Contractor at a safe location or on the balcony with approval of the Owner. C. The method of erecting and anchoring the temporary wall must be adequate to resist storm force winds and prevent normal water and dust intrusion. The wall shall be constructed with wood framing, plywood sheathing, and plastic sheathing. D. Re -install doors and frames if possible to meet existing conditions, E. Re -place doors and frames to Code if necessary. Sand Dollar Shores Condominium Association. 7400 Consulting Engineers, Inc. th Ocean Dr. Jensen Beach, Florida 34957 = Zuhair Jalloul, P.E., FL. License a.35416 Unit numbers 203, 216, 316. 401, 416, 516, 601, 802 and Roof Parapet for Stack 16 -; Page 6 of24 7420 S. OCEAN DRIVE, JENSON BEACH, FL JANUARY 14, 2015 F. Install bottom tracking in a full bed of waterproofing mastic and install new stainless steel fasteners set into holes filled with sealant for all wall and slab penetrations. 3.08 Handrails A. Remove handrails as required B. Label, protect and store in a storage container to be provided by the Contractor at a safe location or on the balcony with approval of the Owner. C. Re -install if possible to meet existing conditions. D. Install new stainless steel fasteners set into holes filled with sealant. 3-09 FINISHED REPAIRS A. Where new concrete has been placed, grind away excess as required to match surface and texture of surrounding areas. B. Where new concrete develops shrinkage cracks, epoxy inject, gravity feed epoxy or rout and seal with urethane caulking. C. Unless otherwise stated all vertical and overhead repaired areas must be finished to match existing adjacent texture. 3.10 PUNCH LIST A. Upon completion of work on each swing stage drop or area of repairs the Inspector and Foreman will conduct a punch list inspection of the entire work area. including repairs, shutters, windows, doors, railings and surrounding walls. B. Correct all items on the punch list. C. Call for a re -inspection. D. Do not move staging until final punch list is completed. 3.1.1 CLEAN-UP A. The Contractor shall clean surface areas of excess epoxy and cementitious materials. B. Remove all excess coatings, sealants, paints, etc. from all areas not intended for it. C. Remove all materials and debris from jobsite. Leave work, storage, staging and all surrounding areas in as clean a condition as when the Contractor first arrived at the jobsite. D. The Contractor shall replace all sod damaged during the Work unless identified by the Contractor prior to Contract of required removal by the Owner. E. The Contractor shall repair or replace any portions of the building or grounds damaged by the Work unless identified by the Contractor prior to Contract of required removal by the Owner. Project: Sand Dollar Shores Condominium Association. 7400 South Ocean Dr. Jensen Beach, Florida 34957, Florida Consulting Engineers, Inc. Zuhair Jalloul, P.E., FL. Licensee No. 354�1,6, c Unit numbers 203, 216, 316. 401. 416, 516, 601, 802 and Roof Parapet for Stack 16 - 1P190 7,of 24 _ 7420 S. OCEAN DRIVE, JENSON BEACH, FL JANUAR`! 141 2015 . GUIDELINES Guide for Surface Preparation for the Repair of Deteriorated Concrete Resulting from Reinforcing Steel Corrosion ■ Removal Geometry ■ Exposing and Undercutting of Reinforcing Steel ■ Cleaning and Repair of Reinforcing Steel is Edge and Surface Conditioning of Concrete Drive. Jensen Beach, Florida 34957'� _ ZuhairJalloul, P.E., FL. I bense:No. 35416' _ r— Unit numbers 203, 216, 316, 401, 416, 516, 601, 802 and Roof Parapet for Stack 16 /"Page'-fbof 24'-- 7420 S. OCEAN DRIVE, JENSON BEACH, FL JANUAF& 14 2015 � A L Sand Dollar Shores Condominium Association, 7400 Consulting Engineers, Inc. %o NOTES: • These guidelines are for the purpose of providing information for rebar corrosion repairs; it is required to consult the engineer if any situation is present and not represented herein. • Special caution should be taken to locate and avoid buried electrical conduits or prestressing or post- tensioning tendons when performing removals. Cutting into either can be a life threatening situation. • Undercutting the rebar should not be counted on to secure the repair structurally in lieu of proper methods of bonding a repair to the existing substrate. • A sawcut can and, possibly should, be greater than the 1/2 in. (13 mm) • noted, as long as the reinforcing steel is not cut into. LE '-'MPY Sand Dollar Shores Condominium Association, 7400 South Ocean Drive. Jensen Bea( Consulting Engineers, Inc. ZuhairJalloul, P.E., Unit numbers 203, 216, 316, 401, 416, 516, 601, 802 and Roof Parapet for Stack 16 7420 S. OCEAN DRIVE, JENSON BEACH, FL Aorida;34957 SJcense No. 35416 = ;` Page 9 of 24 JANUARY 14, 2015 • ^t - I Cullom Before starting removals, review effect of removals on structural integrity. Provide shoring of memberas necessary. Partleular care shalt beexerclsed at slabibeam connections to columns. Removal Geometry Elevation ................... ___.___.__.._..._........... ...... ...-._. c o 0 o Pi 0. V F U ., L' 0" Florida Consulting Engineers, Inc. Elevation Beam or Rib Slab or Wall Full Depth South Ocean Drive. Jensen Beac ZuhairJalloul, P.E., Unit numbers 203, 216, 316, 401, 416, 516, 601, 802 and Roof Parapet for Stack 16 7420 S. OCEAN DRIVE, JENSON BEACH, FL oridac34957- License -No. 35416 Page 10 of 24 JANUARY 14, 2015 L COPY Exposing and Undercutting of Reinforcing Steel These details are applicable to horizontal, vertical, and overhead locations. They are also applicable to removal by hydro -demolition, hydro -milling, and electric, pneumatic or hydraulic impact breakers. 1- Remove loose or delaminated concrete above corroded reinforcing steel. 2- Once initial removals are made, proceed with the undercutting of all exposed corroded bars. Undercutting will provide clearance for under bar cleaning and full bar circumference bonding to surrounding concrete, and will secure the repair structurally. Provide minimum 3/4 inch (19 mm) clearance between exposed rebars and surrounding concrete or 1/4 inch (6 mm) larger than largest aggregate in repair material, whichever is greater. 3- Concrete removals shall extend along the bars to locations along the bar free of bond inhibiting corrosion, and where the bar is well bonded to surrounding concrete. 4- If non -corroded reinforcing steel is exposed during the undercutting process, care shall be taken not to damage the bar's bond to surrounding concrete. If bond between bar and concrete is broken, undercutting of the bar shall be required. 5- Any reinforcement which is loose shall be secured in place by tying to other secured bars or by other approved methods. Sand Dollar Shores Condominium Association, 7400 South Ocean Drive. Jensen Beach, I Consulting Engineers, Inc. Zuhair Jallcul, P.E., FL. Unit numbers 203, 216. 316, 401, 416, 516, 601, 802 and Roof Parapet for Slack 16 7420 S. OCEAN DRIVE, JENSON BEACH, FL irida 34957_ _ &nse No:'35d1G� =_ Pagz 14 of 24 JANUARY 14, 2015 i Cleaning and Repair of Reinforcing Steel Cleaning of Reinforcing Steel 6- All heavy corrosion and scale should be removed from the bar as necessary to promote maximum bond of replacement material. Oil free abrasive blast is the preferred method. A tightly bonded light rust build-up on the surface is usually not detrimental to bond, unless a protective coating is being applied to the bar surface, in which case the coating manufacturer's recommendations for surface preparation should be followed. Abrasive Nozzle :� " . I ...... --- Abrasive PPaths./ L J Cleaning backside of donoded Bars Repair of Reinforcing Steel. Due to Loss of Section If reinforcing steel has lost significant cross section, a structural engineer should be consulted. If repairs are required to the reinforcing steel, one of the following repair methods should be used: • Complete bar replacement, or • Addition of supplemental bar over affected section. New bars may be mechanically spliced to old bars or placed parallel to and approximately 3/4 in. ( 19 mm) from existing bars. Lap;lengths shall"be"determined--------- --�— — in accordance with ACI318; also refer to CRSI and A� gth AASHTO manual Loss of It J(� Supplemental Bar Reoulred Lan' ! Renulrad Lao Affected Length Project: Sand Dollar Shores Condominium Association, 7400 South Ocean Drive. Jensen Beach, Florida 34957—, Florida Consulting Engineers, Inc. Zuhair Jalloul, P.E., FL. L tense No. 35416 - J ,. Unit numbers 203, 216, 316, 401, 416, 616, 601, 802 and Roof Parapet for Stack 16 Page t2 of 24 7420 S. OCEAN DRIVE, JENSON BEACH, FL JANUARY 14, 2015 Edge and Surface Conditioning of Concrete These details are applicable to horizontal, vertical, and overhead locations. They are also applicable to removal by hydro -demolition, hydromilling, and electric, pneumatic or hydraulic impact breakers. Do not use these details for shotcrete applications for shotcrete repairs refer to AC1506 Edge Preparation Guidelines. 7- Remove delaminated concrete, undercut reinforcing steel (refer to "Exposing and Undercutting of Reinforcing Steel'), Remove additional concrete as required to provide minimum required thickness of repair material. 8- At edge locations, provide right angle cuts to the concrete surface with either of the following methods: • Sawcut 1/2" 03 mm) or less as required to avoid cutting reinforcing steel. • Use power equipment such as hydrodemolition or impact breakers. Avoid feather edges. 9- Repair configurations should be kept as simple as possible, preferably with squared corners. Boundary of loose Recommended and delaminated Layout concrete 10- After removals and edge conditioning are complete, remove bond inhibiting materials (dirt, concrete slurry, loosely bonded aggregates) by abrasive blasting or high pressure waterblasting _ with or without abrasive. Check the concrete surfaces after cleaning to insure that surface is Q free from additional loose aggregate, or that additional delaminations are not present. 11- If hydrodemolition is used, cement and particulate ham= slimy must be removed from the prepared surfaces before slurry hardens. jest: Sand Dollar Shores Condominium Association, 7400 South Ocean Drive. Jensen Beach, Florida 34957 - - ida Consulting Engineers, Inc. ZuhairJalloul, P.E., FL. License No. 35354116- �• Unit numbers 203, 216, 316. 401, 416, 516, 601, 802 and Roof Parapet for Stack 16 Page 13 of 24 7420 S. OCEAN DRIVE, JENSON BEACH, FL JANUARY 14, 2015 SUPPLEMENTARY GENERAL CONDITIONS The following supplements modify, change, delete or add to the "General Conditions of the Contract for Construction", AIA Document A201, 1997. The Owner shall have the right to make changes to the General Conditions prior to Contract. Where any Article of the General Conditions is modified or any Paragraph, Subparagraph or cause thereof is modified by these Supplementary Conditions, the unaltered provisions of that Article, Subparagraph or Clause, shall remain in effect. 1. INSURANCE A. Insurance shall be written for not less than the following or greater if required by law: J). Worker's Compensation: a. State: Statutory b. Employer's Liability: $1,000,000.00 2). Comprehensive General Liability (Including Premises -Operations, Independent Contractor's Protective Products and Completed Operations, Broad Form Property Damage. a. Bodily Injury: (1) $1,000-000.00 Each Occurrence. (ii) $2,000,000.00 Aggregate per loss. b. Property Damage: (1) $1,000,000.00 Each Occurrence. (ii) $2,000-000.00 Aggregate per loss. C. Products and Completed Operations to be maintained, for 5 years after final payment. d. Property Damage Liability Insurance shall provide C (Collapse) and U (Underground) coverage. 3). Contractual Liability: a. Bodily Injury: (1) $1,000,000.00 Each Occurrence. (ii) $2,000,000.00 Aggregate per loss. Project Sand Dollar Shores Condominium Association, 7400 South Ocean Drive. Jensen Be Florida Consulting Engineers, Inc. ZuhairJalloul, P.E., FL. 3fids ,34957' a.Nn 35d16 �'•�. Unit numbers 203, 216, 316, 401, 416, 516, 601, 802 and Roof Parapet for Stack 16 7420 S. OCEAN DRIVE, JENSON BEACH, FL Page 14 of 24 JANUARY 14, 2015 (INSURANCE CONTINUED) b- Property Damage: (1) $1,000,000.00 Each Occurrence. (ii) $2,000,000.00 Aggregate per loss. 4). Personal Injury, with Employment Exclusion deleted: a. $1 ,000,000.00 Aggregate. 5). Business Auto Liability (including owned, non -owned and hired vehicles): a. Bodily Injury: (i) S 1 00,000.00 Each Person. (ii) $500,000.00 Each Occurrence. b. Property Damage: (1) $1, 000,000.00 Each Occurrence. B. The Contractor shall execute a Hold Harmless Agreement, holding the Engineer, Owner, their respective officers, directors, members employees, and designated inspectors harmless from all legal action, including attorney's fees and expenses, which may arise out of the performance of the work. C. Each policy of insurance, other than. Workers' Compensation coverage, shall provide for and a certificate shall be issued therefore showing the Owner as additional insured. Each policy, except the workers' compensation coverage, shall provide that the policy shall not be canceled except upon sixty (60) days written notice to the Owner. D. The Owner reserves the right, but shall not be obligated, to satisfy any and all premiums on any insurance coverage required hereunder in the event that the Contractor fails to make timely payment thereof. In the event that the Owner elects to pay such premium as and when the same is due, the Owner may deduct the amount paid from the next draw request. 2. INSPECTIONS A. This Engineer will provide inspections and no work will be covered without his approval. This Contractor must provide safe and continuous access for the Engineer so that he arid/or his representatives can perform all required inspections. B. The Engineer will make inspections on every repaired area as follows: Project: Sand Dollar Shores Condominium Association, 7400 South Ocean Drive. Jensen Beach; Flo Florida Consulting Engineers, Inc. Zuhair Jalloul, P.E., FL. License da 34957' Unit numbers 203, 216, 316, 401, 416, 516, 601, 802 and Roof Parapet for Stack 16 Page 15 of 24 7420 S. OCEAN DRIVE, JENSON BEACH, FL JANUARY 14, 2015 F L C'00"'y 1). Random inspections of chipping operation. 2). All rebar cleaned prior to and after coating. 3). All surfaces properly prepared prior to grouting and all measurements. 4). Random inspections of grouting. 5). Final inspection. C. The Contractor shah be responsible for scheduling and payment for the Manufacturers' representatives to make all necessary inspections in order for the Manufacturers to issue their respective warrantees 3. PAYMENT A. The Contractor shall be entitled to monthly progress payments for work completed during the preceding calendar month, less a retainage of ten percent (1 0%) of such amount. Payments shall be made pursuant to Applications for Payment and Certificate for Payment as provided in Article 9 of ALA Document A201 as modified. The 1.0% retainage will be held in full until receipt of final releases of liens and final approval of the Engineer, Owner, and Building Department at the completion of the project. B. All requisition draws will be on properly executed AIA Documents G701 , G70.2, and G703. C. All work other than lump sum items will be paid for on a unit -price basis, which. includes all labor, material, means and methods to complete the work. All concrete repair unit prices will include the cost of reinforcement steel replacement, shoring, forming, curing and finishing (to match existing conditions with stucco if necessary). D. All repaired areas will be measured and paid for accurately to the nearest inch. E. All requisitions will be accompanied by an "as -built" (see section 4 "AS BUILTS") drawing (VERIFIED AND APPROVED BY THE INSPECTOR) for each balcony and/or section o f catwalk repaired arid/or coated. 4. "AS-BUILTS", VIDEOS AND CONDITION SURVEY A. The Contractor shall maintain a set of PROGRESSIVE "As -Built" drawings for repairs per balcony and or section of catwalk throughout the project. The As - Built drawings will show approximate locations of each repair area, the exact dimensions of each repair, AND THE SAME "AS -BUILT" DRAWING WILL BE USED FOR: ANY LOCATION WITH MULTIPLE BILLINGS. B. The Contractor shall provide a written condition survey and video of all shutters, sliding glass doors and frames, and all affected areas (interior and,.,I exterior) prior to removal. = ,r C. The Contractor shall provide a written condition survey of all glass" and -glass frames prior to chipping, grinding or sandblasting. Project: Sand Dollar Shores Condominium Association, 7400 South Ocean Drive. Jensen BeacVlorida 34957 , r, ` Florida Consulting Engineers, Inc. ZuhairJalloul, P.E., FL. _Liolins^e KJ . 35416; Unit numbers 203, 216. 316, 401, 416, 516, 601, 802 and Roof Parapet for Stack 16 7420 S. OCEAN DRIVE, JENSON BEACH, FL 14.2016 13n1/--f - ECLE COPY 5. PROJECT CONDITIONS A. CONTRACTOR'S RESPONSIBILITIES 1). GENERAL REQUIREMENTS a. The Contractor shall visit the site and examine the condition of the surfaces, which are to be repaired, painted, waterproofed, coated, or covered. The Contractor shall be responsible to verify the entire scope of work and to notify the Engineer of any discrepancies with the specifications and general conditions prior to the commencement of the project. b. The Contractor shall immediately document in writing to the Owner, Engineer, and Manufacturer of all unforeseen conditions found during the course of the work. C, The contractor will identify as many conditions as possible on the apartment interiors which will necessitate the Owner or Unit Owner to retain the services of a Finish Contractor to provide finish materials such as unusual ceiling coatings, floor tiles, drywall, wallpaper and paint. d. Within five working days after the contract is signed, the Contractor shall deliver to he Owner an updated certificate of insurance with the Owner named as an additional insured to the extent of the Contractor's indemnification obligations under this agreement. C. Before the Contractor arranges for the delivery of any material, labor or supplies pursuant to the Agreement, the Contractor shall ensure that a Notice of Commencement to be recorded in the Public Records of Palm Beach County. Florida is properly posted on the job site at all. times. f. The Contractor shall follow all Manufacturers' recommendations for the use of their material. g. The Contractor shall provide all required labor, materials, necessary equipment, supervision, insurance, and permits required to complete the Work. h. The Contractor shall promptly correct Work rejected by the Owner and/or Engineer or known by the Contractor to be defective or failing to conform to the Construction Documents or permits, observed before Substantial Completion and whether or not fabricated, installed or completed. i. All punch list items will be completed per swing stage drop", or walkway prior to moving the swing stage or scaffolding. 2). SCHEDULING a. The Contractor shall work between the hours of 8:00 a.m. to 5:OO.p m. � ` r Monday through Friday excluding legal holidays unless otherwise�directed;byi; the Owner. Project: Sand Dollar Shores Condominium Association, 7400 South Ocean Drive. Jensen Beacli, Florida 34957 �: = Florida Consulting Engineers, Inc. Zuhair Jalloul, P.E., FL. License tS6:,3;;416j Unit numbers 203, 216, 316, 401, 416, 516, 601, 802 and Roof Parapet for Stack 16 7420 S. OCEAN DRIVE, JENSON BEACH, FL JANUARY 14, 2015 b. The Contractor shall submit a time schedule of the work indicating dates of commencement and completion for each area o work including the numbers of workmen and swing stages. C. The work is to be performed on a residential condominium building that will be occupied throughout the performance of the Work. The Work must be performed in a manner that will cause the least disruption of use of the premises by residents at all times. If it is necessary to temporarily restrict access to, or use of, common areas of the premises, the Contractor shall notify the Owner at least twenty-four (24) hours in advance so that the Owner may notify the residents. Also, the Contractor shall notify the Owner at least twenty-four hours in advance of any sandblasting activity so that the Owner may notify residents that will be affected. d. Prior to the commencement of On -site Work, the Contractor, Engineer. Owner and such subcontractors as the Contractor or Owner shall designate, shall have an on -site meeting to discuss the construction schedule, the Owner's security requirements, parking, storage, hours of work, use of the work area by residents of the building and their invitees, work by the Owner's staff and separate contractors, if any, and such other matters as may relate to the performance of the Work. Minutes of the meeting shall be recorded by the Contractor and shall be distributed to each party in attendance. C. The Contractor shall be responsible to schedule and produce a condition surrey (confirmed by the inspector) of the affected area and sliding and fixed glass doors (including rollers), frames, and splashguards prior to removal of any sliding glass doors and installation of any temporary walls. 3). JOB -SITE SAFETY, CLEAN-UP, AND STORAGE a. The Contractor shall provide a dumpster(s) for the removal of all debris and for the proper removal of its contents. The Contractor shall daily wet down and. cover dumpster to prevent debris from spreading. b. The Contractor shall provide portable toilets for use of his employees. C. The Contractor shall comply with all OSHA standards and practices, shall comply with all fire and safety regulations and shall supply workmen with safety goggles, gloves and masks as required for protection during specific phases of the Work. d. Storage space is limited for materials to be incorporated in the Project and for construction tools and equipment. The Contractor will be provided with an area that he may secure at his own expense for properly storing his materials, tools, etc. All such materials, tools and equipment shall he stored on the site only in those specific areas designated by the Owner and, if they are stored otherwise, the Owner shall have the right to cause their removal and storage at the expense of the Contractor. e. All vehicles on the Owners property in conjunction with the Project shall be parked only in those areas designated by the Owners. With respect to any vehicle that is parked in an area other than that designated by the Owner, the ,,, , . Project: Sand Dollar Shores Condominium Association, 7400 South Ocean Drive. Jensen Beach, Florida, 34957'7 Florida Consulting Engineers, Inc. ZuhairJalloul, P.E., FL. License No. 418 Unit numbers 203, 216, 316, 401, 416, 516, 601, 802 and Roof Parapet for Stack 16 ; Page; Page 18 of24 7420 S. OCEAN DRIVE, JENSON BEACH, FL JANUARY'14, 2015 ' F Co ' 'E 1 y Owner shall have the right to have it removed and stored and the Contractor shall indemnify the Owner with respect to all costs and liabilities, including reasonable attorney's fees incurred as a result thereof. f. All persons on the site in conjunction with the Project shall comply with the Owner's security regulations and requirements, including registration... checkout and identification to the extent that they have beer provided to Contractor in writing prior to commencement of work. g. The Contractor shall place all waste materials, rubbish, the Contractor's tools, construction equipment, machinery and other materials in locations designated by the Owner, and shall remove all barricades and other interference with the use of the common areas by the residents of the premises to the extent that such barricade, and other interferences are not reasonably necessary to insure the safety of persons or property during non working hours. h. The Contractor shall not have access to the Work through any apartment unless approved by the Owner and accompanied by a representative of the Owner. i. The premises shall he off limits to the Contractor and all employees of the Contractor after closing hours. Written consent of the Owner is required for any exception. 4). PROTECTION OF PROPERTY a. The Contractor shall seal all affected windows and doors for all balconies and/or catwalks so that excessive sand, water, and/or dust arising from the work will not enter the apartment. The Contractor shall remove the scaling materials from the door to permit the City inspector to observe the work, and upon completion of each inspection, the Contractor shall reseal the door to prevent the intrusion of sand and dust into the apartment. b. When the deterioration of the reinforcing steel and concrete component is so severe that it becomes necessary to remove the fixed and/or sliding glass doors, the Contractor is to erect a temporary partition. There must be a representative of the Condominium Association present with the Contractor at all times during which the Contractor has access to a unit. C. In the event of a hurricane threat the Contractor shall protect all apartments where the hurricane shutters have been removed by installing protection equal to or better than existed conditions. The Contractor shall be responsible to schedule and produce a condition survey (confirmed by the Inspector) of shutters and frames prior to removal. Shutters will be properly tied -back when bottom tracks only are removed. When complete frames are removed, the Contractor is responsible for labeling, protection, and storage at a suitable location on -site as approved by the Owner. The Contractor will be paid for protection of units where shutters sic inoperable due to current work and where the Contractor has made a diligent effort to re -install shutters where possible. I Project: Sand Dollar Shores Condominium Association, 7400 South Ocean Drive. Jensen Beach, Florida \34957,,= Florida Consulting Engineers, Inc. Zuhair Jalloul, P.E., FL. License No. 35416 :3 Unit numbers 203, 216, 316, 401, 416, 516, 601, 802 and Roof Parapet for Stack 16 Page 19 of.24 7420 S. OCEAN DRIVE, JENSON BEACH, FL JANUARY 14;20'15 d. When it is required to remove hurricane shutters and/or sliding glass doors, the Contractor shall be responsible to schedule and produce a condition survey (confirmed by the Inspector) of the affected area, shutters, doors. and frames prior to removal. Shutters will be properly tied -hack when bottom tracks only are removed. When complete frames are removed, the Contractor is responsible for labeling, protection, and storage at a suitable location on - site as approved by the Owner. e. The Contractor shall protect and safeguard from harm all real and personal properties of the individual, apartment owners and common elements of the Owner, adjoining the Work. f, The Contractor shall equip the scaffolds and swing stages with netting to protect against falling debris. g. The Contractor shall, be responsible to protect and shall be responsible for any negligent damage to the apartment interiors on the exterior side of the temporary wall. The Contractor shall also be responsible for any negligent damage to the apartment interiors on the interior side of the temporary wall. 5). WORK -FORCE REQUIREMENTS a. The Contractor shall provide a Mi-time, English-speaking on -site supervisor for the duration of the work. The on -she supervisor shall be fluent in and required to use English on the job. b. The Contractor's employees shall be fully clothed at all times and shall wear shirts identifying the Contractor's company. B. OWNER'S RESPONSIBILITIES 1). The Owner shall be responsible for providing access to the apartments within 10 calendar days of written notice to the management of an apartment invasion. 2). The Owner shall make power and water available, without charge, for reasonable use of the Contractor. 3). The Owner shall have the right to reject any on -site supervisor, foreman., or worker employed by the Contractor or Sub -contractor and shall have the right to cause the Contractor or Sub -contractor to replace any such person for any reasonable cause. The Owner shall also have the right to reject any Sub- contractor for any reason. Project: Sand Dollar Shores Condominium Association, 7400 South Ocean Drive. Jensen Beach, Florida 3495?,- Florida Consulting Engineers, Inc. Zuhair Jallcul, P.E., FL. License No. 35416 Unit numbers 203, 216, 316, 401, 416, 516, 601, 802 and Roof Parapet for Stack 16 Page 20 of 24 7420 S. OCEAN DRIVE, JENSON BEACH, FL JANUARY 14, 2015 Z D { a SEOTTON MAX- 78'MAX. 6-0r MAX 'S-0'MAK ELEVATION I SECTION Florida IN N.W. 16M 6NIEEI. SUE 1 Consulting BOW HATON . 1DRiN4 33� En ineers �7V�L/�] PHONE (56I) 353-1152 g I FA%: (561) 353-1708 Inc. COA W. MID n0fld a cmeemQg=iI.wm NOTES: I.=sTASLEPOSTSHORE(SMP OAPAORY; mu) 2. PRCMDEOONNNUOUS SHORING UNOERENRRE REPAIRAREA(ARPAOF E)POSEO REW. STEEL GRFATERTHAN U-X T$"LANDDOWN TWO FLOORS.WFIXATBLY BELOW. .3. EXOAVATIONS A E NOYPERAINTED ON FLOORSSUPPORTING REPAREDAREAS. 4. REPAIR AREAS ARE TYP ICAO FORPARTIALORTHRUOVOK REPAIRS, FORMS ME NOTSROWN S.TWO FLOORS OFSHORINGREQUORCANTREIM EDSLABS, TYPICAL SHORING DETAILS --------------- SHEEP NUMBER SK-2 m z O Z T F„x4F:LAWKS P AN I � � I + SHORE POST I 6"xb"x.24" PLANKS \ `4"x4„x )4" PLANIKS 4"x4"x21" PLANKS — i y) ASPHALT, SOIL OR URPNFORCED ` — St A5 ON GRADE ` - SHORE POST — 6"x6"x24" PLANKS 4",r4"x24" PLANKS ASPHALT, 301L OR UREINFIOP,CED <. St -AD ON GRACE VIEW /�-A /u„ua 1A N.N. 16M SI 0, WITE 1 Consulting a MTON . ROR1O1 33u1 En ineers, PHONE (561) 353-115 g FM: (561) 353-17Ofi Inc. m W. 5610 orido ginxm0gm il.wm TYPICAL SHORING DETAILS SHORE t FROST 1t 6`x6"xri12" f•11, Y4J06D PAL) VIEW �- vI SHEEP NUMBER iK-3 A O 0 0 T v In z rn 0 Z a) x r-- SP-I,iRi POS"` 1-1 AN Z DV VIEW A A -A N D � O N (n A Florida ' Consulting IN KN. exw MTON • nmmn .,ws En ineers, g Mm ' (W) +1sz Inc. FM: (861) ZM-1708 IXN N. 6810 Ilondoengineers0'.il.eam Al c"xo"X41 " 01 ANKS'- - 4 "x4 " PLANKS 4"x4" P! APdr;c _.. ASPHALT; • JOiL J OR URFINFfPCED SI.A8 ON GRADE SHORE POST CxCx48" PLANKS -- 4t1x4" PLANKS ASPHAL T, SOIL OR URL'INFORCLD SLAS ON GRADE SHORE POST 4"x4"v 1 / 2 u" �'L Y WOOD SHIM! —PLATES @ 1'--0" rROM SH.ORE POS- (EACH SIDE) i 1 MUL PLE Sf,CR.E POS; S TYPICAL SHORING DETAILS SHEET NUMBER