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HomeMy WebLinkAbout1006-0186 WORK SCOPE & SPECIFICATIONSTITLE PAGE TABLE OF CONTENTS WORK SCOPE AND APPENDIX PROJECT SPECIFICATION BID WORKSHEET RECORD DRAWINGS REFERENCE ICRI STANDAI7 THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APUA11,E 00098e ,, ST, LUCIE U TY BUILDING IVI ION i� F C® PL REVI D DA _ PLANS AN PE MIT MUST BE KE ON JOB OR NO INSPECTIO WILL BE MADE Y COP SCANNED FiLE- 1 of 14 2of14 CATIONS (3 thru 14) 1 2 3 DS COVER PAGE 4 'J y 'FL n y 11 L1�' 1►71 V1r 1 - l7'L' 1rL' 1CAL ' i A. GENERAL DESCRIPTION The work area will consist of exterior -surfaces and components where concrete damage or degradation as occurred, to include threshold areas at sliding glass doors. 'The project will consist of spall repair -and -concrete restoration where structural degradation has been recorded or becomes evident during .the repair project. There -are 6 stack_s, 19. ,F1, basis, ' with each stack .,i .:areasare to iBE °accessed staging°area shallbe prow The Contractor :shall 'pier � personnel. assigned &the . ors: The:praject is to. be :performed -on..a,:stack..by.stack ng :completed prior. to, progressing -to the next. Work ''rom •the -exterior -of lthe`building. A,- covered work and led to -the contractor through the duration -of the _' - J ec't. re ,,the ;bid based -on a.. small; ..efficient crew, -'of 3 to 5 roject from .thestart:date to the date'of.completion. B. SITE -INSPECTION BY CONTRACTOR/PROSPECTIVE BIDDER The contractor is required o inspect the site :prior, to bid preparation. C. 'SCOPE OF WORK Bids will be solicited forthe supplementary work - ne'de ..(handrails, "hurricane shu tel application, :<<paint,_,.. and = ca waterproofed . condition., e painted, , with a best effort building. D. DEFINITIOXOF "PROPERTY MANAGER .Continental Group 2043-14&Avenue Vero Beach, Fl 32960 T! (772) 562-9031 Sustainable Earth Engir 8528 SW Kansas Ave Stuart; FL 34994 restoration and repair -of :degraded surfaces to include d 'to replace components no longer serviceable .-s, `sliding glass doors).,"The work include stucco ulk_as -needed Zor, a::_,:finished appearance wand as where :repair is.,.performed .shall ;:be .primed and to match the existing' aestiietics and color ' of the s Inc. 0 OWNER Atlantic View Beach C: Condominium Associai 5047 N AIA Fort Pierce, FL 349 E. ADDITIONAL INSU The CONTRACTOR sl their officers, agents, policies and .coverage -bound Contract Docun F. STANDARDS FOR C The management of this Agreement'Between the Price. F[L'E COPY NCE COVERAGE list (1) the OWNER and the (2) ENGINEER and each of d employees as additional insured on ,all -insurance dch are required by the OWNER as specified in the KTRACT MANAGEMENT )ntract will be -in accordance with the Standard Form of WNER and CONTRACTOR on the Basis of a -Stipulated 1. Concrete Rc air Standards: Concrete restoration and repair shall be conducted in accordance with the guidelines and procedures as set forth in International Concrete :R pair Institute guidelines 03731 "Guide for Selecting Application Methods -for t ie Repair of Concrete Surfaces" and 03730 "Guide for the Preparation -for the Repair of Deteriorated Concrete Resulting from Reinforcement Steel Corrosion", sion", A 546R "Concrete Repair Guide." and ACI 305 "Hot Weather Concre'n !" 2. -Deok `Coatina and Application: Deck application technique, environmental conditions, and mixing shall be in strict conformance with the manufacturer's specifications included as an attachment to these specifications. 3. Subcontract. : If a SUBCONTRACTOR is used, the CONTRACTOR shall state the name and address of the proposed SUBCONTRACTOR in the ontractor Bid Worksheet. Subcontractors are subject to approval by the OWNER,FPROPERTYMANAGER and ENGINEER. 4. Notification: The CONTRACTOR shall notify the ENGINEER at least seven (7) days before starting work. The CONTRACTOR shall confirm the commencement of work with the ENGINEER by submittal of a Notice to Owner. 5. Notification of Neighbors: The CONTRACTOR .shall provide a -representative -who, together -with an OWNER representative - (or property manager), shall contact the residents in the vicinity of the work area prior to performing work. The purp 3se of this notification procedure is to inform affected and adjacent unit owners o abrasive blasting or concrete demolition operations such that protective measures, if any, can be implemented. 6. Emer enc information concerning e which personnel on the information shall be in accessible 24 hours a da length of time that the CC 7. Work S� in such away as -to m and.Ao: minimize_ithe.ri repair operations. ,A Ze: job =start such .that the„ CONTRACTOR'S wolf unit owners ,.as-requii coordinated with.the"Er 8. Times fi period between sunset Monday thru Friday, Information: The CONTRACTOR shall post nergency medical, fire, and rescue phone numbers from ite can obtain information if needed. The emergency a central position, located so that it is visible and . The emergency information shall be posted the entire ?VTRACTOR is performing work at the site. dule: The demolition :and .repair shall be accomplished iize the length of time that a -building is out of service iber.-of-.days required -°for -:inspection;. demolition, and al :schedule is to be presented ,by ,the contractor prior to GINEER and the Building .Committee understands the quirements . and :;can -:perform .inspections .and -inform `Significant departures. from the schedule shall be Ark: No restoration work is to be done in the right sunrise. The times for work are from 7:30am-6pm, 9. ,, „' Use of Water & Electricity:.All :operations which. would include closing valves, switchin, starting, stopping, or ;removal from service of any equipment, valve, or dle c_tfic panel shall be done by the OWNER'S personnel upon request by the CONTRACTOR. TOR. "Such requests shall be : directed to the site _-superintendent -so that az'_ terruptions,--if-=any,---bUAhe-=OWNER'S-•operations -or systems will be no -longer -than necessary. :The CONTRACTOR shall have a full compliment of personnel Arorking on a continuous, basis until the work causing the interruption is, complet d. All Work•performed under this agreement shall be performed in close coope tion,with the OWNER and (PROPERTYAMNAGER). 10. -.Owner Performed :Repairs: The CONTRACTOR shall cooperate with the OWNER who ma3 be conducting remodeling or repair work in associated areas. 11. Contractor -: individual and :;,gives l CONTRACTOR shall pro, ENGINEER, � OWNER ant during working hours.with also provide an adequate work. apervision: Except where the CONTRACTOR is an s .:personal -superintendence to the work, the de a competent. superintendent, satisfactory to the PROPERTY MANAGER for the work at all times ull_authority.to,act for,him. The CONTRACTOR shall iff for the proper coordination and expedition of his 12• inspection of the repair i be performed. See secti, shall notify and make av deemed appropriate. The coring of finished repa satisfactory tests and la Should a test indicate im] and .laboratory:expenses CONTRACTOR shall rep with the unit.prices'stipul, -13. Destructive applied-repair',mortars or form-of,„destructive testin, paid -by .the 'CONTRACj' standard ­conditions of a'c, 14, 'Accessibil the ENGINEER using the is required for the ENGIA furnish .labor to assist the the base contract amount. 15. First Annie years'afterthe .date of sub: 16. Sgf gly an working practices for abn requirement of .Federal . O: 1910-1978, state and.local (MSDS), and material sup supervision from the OWA OWNER. Should holes, r or welding be required to i expense of the ;CONTRAC subsequent .approval .by attachments.shall be careh CONTRACTOR assumes attachments. 17. Electric following safety measures k and to- mark and or identify areas where work is to H regarding ,additional work. The CONTRACTOR ble to the ENGINEER all repair areas, as needed and JGINEER will perform adhesion testing and concrete at his discretion. The OWNER will pay for all story services that indicate a ' suitable installation. per application or the use of unsuitable material, tests 1I be at the CONTRACTOR'S. cost. In both cases, the areas where destructive testing occurs in accordance Testing: If disputes arise concerning -the quality of,the materials;- adhesion' tests, stren tests, or ome other -may °be ;used Ito clear-:the'd spute.: Failing tests. =will= be OR; ;,passing tests will be :paid _by the ;OWNER per instruction contract. v for Inspection: All work shall'be-made accessible to CONTRACTOR'S :rigging. and equipment., #:assistance ;ER to safely access the work, -the CONTRACTOR shall ENGINEER. The -cost .of this ',labor shall be. included in AllWork 'shall 'be guaranteed five ptial completion. iealth: The CONTRACTOR,shall..comply with safe eve blasting and all 'health'and- safety,regulations and IA'(specifically OSHA Standard -for General'Industry ealth regulatory, agencies, Material Safety Data Sheets iers.. This compliance -shall` be ,accomplished without R,.ENGINEER or other direct or indirect :agents of the ging attachments, or any other modification, cutting, set safety standards, they may be accomplished at the 9R upon submission of•details in'writing to,,and with the ENGINEER. All `1Zigging ; :components and y inspected by the CONTRACTOR prior -to use. The responsibility for :use of any existing or' added Hazards: The CONTRACTOR shall take the prevent accidents due to electrical -,hazards: a. Electric Service Deactivation: The OWNER shall deactivate and lock out the el dric service as required. The .CONTRACTOR shall verify the deactivated status of the electric service prior,to.beginning each _ f � COPY L :Yf._ _ day s work funcf ons and throughout the workday. The -verification -of the . electric service deactivation is the sole responsibility of the CONTRACTOR d shall be accomplished without supervision from the OWNER, ENGINER, or other direct or indirect agents of the OWNER. b. El ctric Power Line Deactivation: The CONTRACTOR shall be aware of the electric service wiring located adjacent to the work area. The (PRO ERTY MANAGER on behalf of the OWNER), shall re- locate, deactivate or provide necessary electric shock hazard protective devices to preveni exposure of workers and/or equipment to electric shock hazards. The CCNTRACTOR shall verify that there is sufficient electric . _ shock hazard � tection -. for ...the workers and .equipment -.-prior -to .and throughout •each working period, on the job, The verification of the electric shock hazard protection is the sole responsibility of the ._: CONTRACTOR ; -. d- shill,--be,,accomplished without supervision -from- the OWNER, ENG17VEER, INSPECTOR, or other direct or indirect agents of the OWNER. 18. Compliance with Environmental Regulations: Compliance with local, state and federal 'egulations .concerning emissions of solid, particulate, liquid, or. gaseous matter s a result of the cleaning, painting, or other operations under ,this Agreement shillbe the responsibility of the CONTRACTOR. This compliance . shall be ac omplished without supervision from the OWNER, ENGINEER, or other ' ect or indirect agents of the OWNER. No additional compensations for - changes in the laws, regulations, or the interpretation thereof shall be granted by the OWNER. All shielding, abrasive retrieval, or other -methods-of -using--precau ion required -byAhe-regulating --agencies -shall =also - be accomplished at.no additional cost to the . OWNER unless otherwise provided herein. 19. . Attractive Nuisances and Cleanup: The job site shall be kept in a clean and safe condition at all times. Hazards or attractive nuisances shall be protected at all times by proper postings and barricade tape. Upon completion of the work, the job site shall be left clean of all debris, blasting residue, or any other items resulting from the o erations of the CONTRACTOR. The cost of any clean up that must be accomplished by the OWNER shall be .deducted from funds due the CONTRACTOR. 20. Qualily of !Material A lication: All demolition, cleaning, and repair mortar or coating application shall be done in a workmanlike manner. Curing ,times, temperature requirements, minimum/maximum application times, and specifications shall be strictly enforced by the CONTRACTOR and ENGINEER.. A smooth, aesthetic, and finished appearance will be the criteria for acceptance of the work. 21. Material Application: All temperature and humidity requirements of the repair material manufacturer's published product data shall be strictly F -LE COPY followed, Methods o application_ p the _p �fi �L -diacre.ti.oji.-ofthe CON. YBACTOP-as long as the materials are . applied in accordance with the manufacturer's,.published product data and matefial specification sheets, and the end results are in compliance with these specifications (including all others inferred by reference). . 22. _Approval of Repair -Material and- Mortars: All repair mortars, bonding agents, -corrosion inhibitors, ptimers and ,sealers shall be furnished by the same 'manufacturer.",Oy,,thinners recommended, and furnished by the manufacturer shall be.us ed. -Alternate manufacturers will be considered ONLY if shown to be clearly s 'or to those specified... Deviations from materials listed In "these ; specifications ' 11 ;:be ,.EXGN.FEFR W written jo)y�d,.only;,,dfterthe. approval 'duatio and sthection'`df atekal,.,only-,hose suppliers, listed will be considered in the ,bidd ing ..,,process.,,,,Th,e,-,pwrp. ose .-of 'pro'"v"i'din-'g*;s6'ver6l:options for material supplier-is,,to, enable -the selected contractor to „purchase and.use _.,Mki6rW 'dat';.',representatives',,.for which' -,the CONTRACTOR i'�mos.t, ''imilflortablee6d'has-i-thoi64h�,wOrking'kno*led" :23.'-�-yProtectiontf Interior Living :Areas In - the, :ev ent repair work in, around, or adjacent to sliding glass doors.sqparating the, balcony. 'area from interior �-, living, areas, -a 2"x. 4":- 1 einfbice'd ,plywood dust,screen shall Abe Installed in 'co4junction:with ,watprpr,)of-plastic ; sheeting, (6,,millimeteu moisture : barrier), as required. Attachment, sha .1 be with aminimurn- of 3 :each 112" concrete -anchor bolts per'.side ,.of,openin .,Bracing -or stro4g,-.back attachment .-shall be wood ,scr6Wed,to 3/4".:,Olywood. ,,Dust -,Screens -'shall. be so :designed -'and installed as to 6nablestrengthe*g and shoring . in the event of a tropical -storm or -hurricane. .Taping- around,: -doors Shi dl,,'be,t used to .prevent the dntrusion,iof dust into the 24. 'Protectink "nterior Finishes -and Fixtures Removed, for Structural .Repair, Work: ;The :CO WACTOR'may be. ,required to construct'lemporary structures for weather Pi?tectJon.,,-,,Structures so constructed to ,protect owner ,fixtures such asadjacent v indows.,sliding glass doors., electrical outlets,. etc. shall beinstalled as necessary. to - prevent Janiage to -areas :adjacent -to ,the .repair work. 25. ., Abrasive: brasiveshall be a.nonmetallic ,type. The abrasive shall be of a -grit size :to:prod uce'she profile specified by;the,,manuf&cturer for the .mortar being ...applied. It shall; be properly ..stored; and it,,shall.b& free from contaminants, mg,b . not -firnited. to paint, -earth. moisture, -oil, or chlorides, which can -cause, prematt re failure. Use of,,abrasive':on -.Ihe -exterior of the structure shall be based n A only -on, its compliance with, the. application of the repair mortars, - but also o i its Jack ".of nuisance to I surroundingThe property. CONTRACTORshaH'su, it to -the .ENGINEER -for approval * an the ''Manufacturer's Published:P-roduct Data'S. ieets -for,thelype of -abrasive to be -used for the work prior to the start of any bla,,t cleaning operations. 26. Containment -of .:Blasting Debris -and QverspLay: The CONTRACTOR shall Omit three -(3) Copies of the proposed method of LE COPY containment. The. contr_ .tor shall -describe .how blasting .debris,_.paint_overspray or other contaminants mill be contained to prevent unnecessary and avoidable damage to interior space on an attachment with the Contractor's Bid Worksheet. The cost of containing th blasting debris and/or paint overspray shall be included in the Base Bid. The OWNER reserves the right to stop work or to require additional containment methods, if the CONTRACTOR'S operations create a nuisance beyond the site or as deemed appropriate. by the OWNER, ENGINEER, or the OWNER'S designa representative. 27. Removaland Disposal of Blasting Residue and Demolished Concrete: Drop chutes depositing blasting materials from the work area to the ground shall be furnished by the CONTRACTOR. 28. Material Safety Data Sheets: Material Safety Data Sheets (MSDS) shall -be available .at the jo site ,for each product used, including but not limited to mortars, .grouts, coatings, thinners, other solvents, disinfecting agents, abrasives, and flexiblesealant material. 29. Surface Conditions: The surfaces to be repaired shall be free from mud, oil, grease, dust, moisture, salts, and other foreign material which would cause adhesion or other problems in the finished product. The Manufacturer's Published Product Data concerning the time between coats and the preparation of previous applications shall be followed. If field tests by the ENGINEER finds ' questionable amounts of contamination on. the steel surfaces or -concrete substrate, a representative of the in ufacturer may be called to examine the surfaces in question and determine if -e surfaces are in accordance with these Specifications ...-and the -manufacturer's published -product data. G. SPECIFICATIONS FOR O SCAFFOLDING, RIGGING,' SHORING, FORMING 1. Shop Drawihg Submittals: One set of Shop Drawings of fabricated items shall be submitted to the ENGINEER for review. The purpose of the drawings is to communicate ate -to the ENGINEER, what the CONTRACTORS general intent is with respect to scaffolding, accessibility, dust barriers, weather wall installation, or safety features. Drawings submitted shall include the materials to be used, fastening system, or unusual installation techniques. Shop drawing requirements may be waived at the discretion of the ENGINEER. H. UNANTICIPATED ADDfTIONAL WORK The specifications adequately describe the work to be performed based on the amount of information avanlable at the time of preparation. However, additional effort (shoring, forming, additional slab/panel demolition and replacement) may be required. Increases in scope exceeding 1 S% of original quantity (Linear footage, square footage, etc) shall be approved in advance by the engineer. Work shall be stopped in the event of exposed, previously unknown damaged areas. These issues will be timely fashion. A. SUMMARY This section includes tb necessary to replace, reps includes spalling, cracks, _nails, wire lies; °reinforci practice for restoration of protected condition. B.. SAFETY 1. Worker sa -Occupational Safety and - safety glasses will be w( scaffold erection .techniq when working..with over] slabs/panels), Proper prot will . require _the ;use of coveralls, and respirators EMPLOYEES. In the evi contractor Will -be respons scaffolding, -installation,( stowing all tools.and sup] by the owner, labor accon 2. 'The. install, .shall be evaluated as the .member -becomes ,questio: Columns - , greater than reinforcement 50% sectioi reinforcement. Floor Slat surface area. C. SUBMITTALS 1. Submit pros work start. 2. Shop drawn 3. Insurance cc 4. Contractors FI�Lt COPY _of-the._project in..a ------ furnishing of materials, labor, tools, and equipment it and restore degraded and deteriorated concrete. This delaminations, pop -outs, -or ;protruding steel (cables, cut ig steel).. _ This .section also` -describes the -methods - and the underlying steel reinforcement -to an acceptable and y and protection -will be -enforced in accordance with alth Administration (OSHA) standards, Hard hats and in the :work area. Proper safe rigging. practices .and -will be used and extreme caution must be utilized .d Ioads.(i.e. performing removal and replacement of ive,clothing will be determined by task. Sand blasting fully hooded, ,positive'_pressure :apparatus. Gloves, ill .be available and accessible to .all CONTRACTOR that hurricane or tropical storm :conditions arise, the e for securing the work area 'including the removal of )lywood -storm-shutters; securing -of equipment -and s.. Material cost for..protection-measures will be paid dated by the contractor. :ion and necessity of shoring (at .contractors expense) tuation dictates. Whenever the integrity of a structural able, -work shall stop until the Situation is evaluated. 35% section loss in one or more vertical steel loss. Beams - greater than 30% section loss any steel Disbonding of lower steel mat - over 20% overall data sheets and manufacturer warranty prior to for scaffolding or access method. acates as described above. arranty. D. WORK AREA PREPARA I 1. Install woi area barriers prior to perf 2. Remove repairs (Note: may not repairs of balcony). ION c area protection tarps, dust screens and temporary work rming scope of work. drail assemblies as required to perform, structural necessary to remove handrail assemblies on partial 3. Remove old handrail assemblies prior .to restoration of a unit and store. Discard upon receipt and/or installation of replacement handrail assemblies (See Division 5, Handrail Section). 4. Work a weather, walls, -`safety e can be initiated. E. DEMOLISH AND CONCRETE. 1. Damaged concrete 'sounding with accomplished with a 30 removed to sound concrel reinforcement. Flaking r continued excavation an discoloration found on all :sound .concrete _which is t steel areas. preparation is complete when dust :screens and/or ment are installed and concrete demolition -and repair DEGRADED, DETERIORATED, OR LOOSE reas shall be .identified by visual inspection and t 5 lb. hammer. Initial concrete removal shall be lb. pneumatic chipping hammer. Concrete shall be ,, to a point or place that is,tightly bonded to the steel st on the steel reinforcement shall be the criteria for 1 removal. This does not include rust stains -or steel reinforcement. Continue excavation 3 inches into ►nded .to steel reinforcement -on -each side -of -damaged 2. Saw cut restoration edge areas to the depth specified. by the manufacturer and/or ENG EER. Sandblast steel and surrounding restoration area to a NACE - 2 (Near hite Metal Blast). All dust, . rust,, and .any other contamination found on th steel or concrete surface shall be removed prior to the application of repair mortars or repair mortar scrub coats. 3. Continuous remove construction materials, concrete debris and spent abrasive from the ork area, in order to provide a clean and safe work -environment. 4. Comprehensive Repair of Concrete Balcony edge spalls over entire length. Restoration of balconies that exhibit _extensive -reinforcement -corrosion and concrete spalling of balcony . edges will be addressed by removal and replacement of the horizontal steel with Fiberglass Reinforced Polymer for the horizontal edge steel., Handrail assemblies at complete edge replacement will be removed and replaced. For,partial edge repairs (small portions of 10 to 20% of overall length) shall be removed and re -installed on an as needed basis. The handrails as the work 5. Partial R (structural components) corrosion on portions typically include ' remo, exhibiting corroded rein in place, with patching applied repair mortars c area shall "be °removed: .=areas ,not,'.delineated -.in -tt 6. Repair of Hof tie 4ire,bleed, thru rani of the �building..,Minor;p ::areas. F. MATERIALS, REP. REPAIR )air of Concrete Spalling: Restoration of balconies hat exhibit partial concrete spalling and reinforcement the balcony areas and adjacent surfaces. "This will J of the unsound concrete and any additional areas rcement steel. Repairs will leave the steel reinforcement and repair in accordance with ICRI standards. Trowel n be used. Any unsound concrete adjacent to :a -repair the .ENGINEER'S approval will be required for those .scope= of. work. erficial Concrete Damage — This includes those areas ter areas, where rust stains ;detract -form the aesthetics "and repairmill be the typical repair method in those MORTARS, ACCESSORIES, CONCRETE The purpose of this section of the specification is to indicate the requirement by the engineer to use high q ity materials specifically formulated for ,the intended use. Use of a particular i nanufacturer or supplier is not mandated, however, a single manufacturer is rei quired to maintain consistency in the product line as needed to ensure manufac r warranty. 1. :DOWEL; HESIVE a) Master Builders - Concresive Standard Liquid b) "Th6Roc - Anchorbond c) Sika — S' adur:32, Hi -Mod 2. BONDING AGENT a) Master Builders - Scrub coat of repair mortar b) ThoRoc Scrub coat of repair mortar c) Sika Arinatec 110 EpoCem 3. REINFORCEMENT PRIMER a) Master Biiilders - EMACO P-22 b) TThoRoc Zincrich Rebar Primer c) Sika- atec .1.10.EpoCem Note: Materials and manufacturers are listed as a guideline to indicate that quality restoration products will b e required. Every effort shall I a made to use a single manufacturer (STO, Masterbuild rs, Sika) etc. _ -4 5. (71 LE, COPY Portland c a) Master inhibitors. b) ThoRoc c) ThoRoc d) Sika e)'Sika — E f) Sika — S -REPAIRE to-repairei Misting it repair area 'm6isture..I .:b) Thoko( c) Sika -T 6. CRACK epoxy gr moisture fast setting screed mortar. rs —'EMACO-S Series - Mortars with corrosion 7 LA Repair Mortar (forming application) . — HB2 Repair Mortar (trowel 'application) ikaTop I I I Plus w/ Perrogard 901 (forming ' ication) appI ikaTop- 122 Plus w/Ferrogard 901 (trowel application) kaRevair 222 CONCRETE,CUIRINGMETHOD.-Apply water mist area_(i.e*.,,.',fom woik,patche§),or-burIagto surface. olves,shy -method to maintain the exposed, patch or ma . wet condition to, prevent surface cracks and: reduce S - p1m cure. ;uilders ­:Tollow Manufacturers Specifications a Follow Manufacturers -Specifications flow -Manufacturers -Spedificdtion's TION - High modulus, low- viscosity, high -strength binder adhesive. 2Component 100% solids, tive,mutli-purpose epoxy resin adhesive. a) -Master uildersm,Concresive Liquid LVI b) ThoRoc --, 'Concresive Liquid LV300 c)' Sika — SiWur 31, Hi Mod Gel / Sikadui 35, Hi Mod LV 7. JOINT:SEALANTI--Gun,grade, masonry.'.dnd concrete sealant. To be used on balcony joint at deck and vertical wall interface. a)'ThoRoc -EP280 Control Joint Sealant b) Sika -"I 4ex 2c, NS/SL G. BALCONY AND WATERPROOFING I CEMENT171OUS BALCONY SURFACE WATERPROOFING AND DECORATIVE COATING'SYSTEM a) Master Builers — Masterseal 550 b) ThoRocLCement Coating c) Sika —Sika'MonoTop620 d) MAPEI i- Planiseal 89 i Fl- E COPY A. REPLACEMENT OF HANDRAIL ASSEMBLIES 1. In areas whe a replacement of concrete balcony panels or concrete spalling repair is required as described above, the handrail assemblies shall be removed and replaced. Subcontracting. of the handrail assemblies is approved. The contractor shall make an effort not to damage or remove any handrail assembly unless necessary to perform repairs and restoration. 2. In cases wher small repair areas are exhibited,, handrail replacement may snot be required. In this case, only_ those portions '_of...the handrail interfering wilh repairs shall .be removed,. refurbished (paint touchup on chips, scra hes, or'blisters) and re -installed. -3. -Note that -these specifications describe two options in `regards' to the .handrails;­eith r removing and replacing the handrails; -or removing, refurbishing, d re -installing the existing handrails.' The cost, -benefit, and practicali of which option -to choose -is still -under discussion, therefore a uni price per foot for each option has been requested in the contractor bid orksheet. END OF SPECIFICATION Bid Item 1-Mobilization Description: Order ma site, accommodate poi work on site including Include action and 4 conditioning, and any work. -Bid Item'2 - Floor`$lab;°Horizo: Description: Repair deck sandblast degraded steel-: cleanliness staridaid 7), • u Unit Cost fSouare-Ftl Bid Item 3 = Overhead. Slab, Hi .2escription. Repair over concrete, sand blast *l _painting council ;cleanlin( mortar. Install patch supf Unit Cost (Square=Ft) _Beach Club Condo ctor Bid Worksheet (31 March 2010). GENERAL als, schedule manpower, transport equipment to the job and electric utility use. All actions necessary to begin ninistrative and setup costs,, dumpster, site protection. -nse necessary to tarp and protect landscaping, air ier fixture or item that could be damaged by coating Total CONCRETE .REPAIR ntal, i'artial Depth {6".or Less) ;palling'by=demotion and removal or degraded concrete, ;o near White (SSPC 7 -'Steel structures painting council kstall steel surface primers and repair mortar. L x 580 SF = Total izontal, Partial Depth (6" or.Less) W spalling by demotion and :removal of degraded (ded steel -,to near white (SSPC 7 : -Steel structures standard 7), install steel surface primers and repair t form. with bracing as needed. x 7 SF = Total Bid Item 4 - Floor Slab, -Horizo tal,"Full Depth Repair - Description: Repair deck s alling by demotion and removal, or degraded concrete, sand blast degraded.., Vto near white (SSPC 7 - Steel structures painting council cleanliness standar# 7), -install steel surface primers and repair mortar. Unit Cost (Square -Ft) x '175 `SF = Total Bid Item 5 —;Edge Spall Repair Description:. Saw cut bal underlying steel reinforce cut line to edge, sand bli edge, pour new edge with Unit Cost (Linear -Ft) — Bid. Item 6 —Waterproof -Mein Description: Apply final Unit Cost (Square -Ft) SUSTAINABLE EARTH ENGINEER'S fucti g� — 51%V4 A iy 12" back from edge to a depth necessary such that snt :is not cut, demolish and remove all concrete from and •prime edge reinforcement,- form and brace new PVC knockouts for handrail post base. x 494 LF = Total e -&-Spray Deck waterproofing and spray deck in repaired areas. _ x 2176 SF = Total ATLANTIC VIEW BEACH CLUB CONDOMINIUM BID WORKSHEET Page 1 of 7 Bid Item 7 — Column and Beam Repair, Surface Patch Description: Repair structural concrete spalling by demotion and removal of degraded concrete, sand blast degraded steel to near white (SSPC and 7 - Steel structures painting council cleanliness standard 7), . install steel surface primers and repair mortar. This includes surface patch only, no forming required. Unit Cost (Square -Ft) x 80 SF = _ I Total Bid Item 8 — Column and Beai Description: Repair stri degraded concrete, sanc structures painting coun and repair mortar. Fabric complete: Shoring is not casebasisif,required. Unit Cost (Cubic -Ft) _ Bid Item 9 —Bleed Thru & R Description: Chip and depth�of.2:inches. Cut surface patch. Unit Cost (Patch) _ Bid Item 10 —Stucco Description: Apply box Unit Cost (Square -Ft) Bid Item 11 ,Paint Description: Prime and Unit Cost (Square -Ft)' _ Bid Item 12 — Caulk - Description: Remove Unit Cost (Linear -Ft) 0 K a5trk i'lRsTEI�z'. 1 u& -(-b 5TRk SUSTAINABLE EARTH ENGINEER'S ti i Repair, Form & Pour ctural concrete spalling by demotion and removal of blast degraded steel to near white (SSPC 7 - Steel it cleanliness standard 7), install steel surface, primers ite forms and bracing as needed, patch tremie area when ,onsidered necessary; and will :be:addressed -on-a case by x10CF = 'Total Spots love concrete around bleed thru's and rust spots ,to a 1 remove tie wire, form nail, :or reinforcement. Apply x 60 Patches = Total WATERPROOFING agent and stucco' to match existing. - x 700 SF = Total where required. x 200 SF = Total loose, or cracked caulk, dry surface, install new. _ x * * * LF = Total ATLANTIC VIEW BEACH CLUB CONDOMINIUM BID WORKSHEET Page 2 of 7 SLIDING GLASS DOOR REMOVE, REFURBISH, RE -INSTALL Bid Item 13 — Remove, Re -ins 11 Sliding Glass Door Description: In areas where threshold damage is noted (the concrete slabs flaming the sliding glass doors), it will be required to remove the sliding glass doors to affect repairs. The slid' g glass doors are to be removed, framed with 2x4, and staged on the balcony area being worked on. The 2x4 shall be secured to the overhead and floor with ne tap con per foot, top and bottom. The purpose of the framing is to store the sl ding glass dooms while repairs are being performed. The sliding "glass door tracks are to be re -installed using new hardware. The tracks and frames are Ito be caulked and sealed the same as with a new installation. Unit Cost (Each) x 12 Ea = Total Bid Item 14 -.Refurbish Slidin Glass Door (Refurbishment) Description -Repair and 1 'bricate sliding.glass door rollers and latches. .Unit -Cost (Each) _ x 20Ea = otal Bid Item 15= Replace sliding gl ss door tracks .Description: Where slid' glass door tracks are unusable, they are to be replaced and installed with new. Unit Cost (Ea) _ x 6 Ea = Total Bid Item 16— Dust Wall / Inter Description: Where, slid wall -shall be installed,. se 'be 12" on center, nailed _,shall. -be . weather. _ proof carpeting and tile will be Unit Cost (Ea) • Protection glass doors are to be removed, a %" plywood dust re with 3" tap -con every foot, top and -bottom. Studs to plywood and bottom board and header. The dust wall =with-visqueen stapled .-to. -the -dust -.wall. Damaged owner expense, not to be included in this bid.item. x 12 Ea = Total SUSTAINABLE EARTH ENGINEER'S ATLANTIC VIEW BEACH CLUB CONDOMINIUM BID WORKSHEET Page.3 of 7 HANDRAILS Bid Item 17-- Remove, Refur_l i Description: Handrail where 2 or more handr removing a portion of shop, sandblasting, rep removal and re -grout pc Unit Cost (Linear -Ft) _ h. Re -Install Existing nova] will be required to perform edge spall repairs posts are involved. This aspect of the work consists of e existing handrails, (from post to post) delivery to a as needed, recoating, and -re-install. Include cost for bases. x 200 LF = Total Bid Item 18— Remove and Rep] ace Handrails Description: Where hand wls are unserviceable (it would cost more to repair than to replace), the handrails shall be removed and.replaced in kind. nit Cost (Linear -Ft) i x:200.LF = Total Bid Item 19— Post Base Repair Description: The grouted post bases Have degraded in some :areas. ' The .degraded grout shall :be excavated to sound material, and replaced with high strength, low shrink grout. These areas ire'located randomly throughout the structure. Unit Cost (Ea) x 205 Ea = Total Bid Item 20— Angle & Att., Description: Where broken, or corroded, Unit Cost (Ea) SUSTAINABLE EARTH ENGINEER'S .nt Repair ail attachment or connection hardware is bent, loose, components shall be removed and replaced. x 40 Ea Total ATLANTIC VIEW BEACH CLUB CONDOMINIUM .BID WORKSHEET Page 4 of 7 HURRICANE SHUTTERS 21—Remove, Re -I -4 11 Hurricane Shutter Description: Hurricane shutter removal will.be required to perform edge spall or deck repairs. The hurricane shutter shall be removed, staged or stored carefully, and re -installed Unit Cost (Linear -Ft) I x iHe@-i,F = Total Bid Item 22— Remove and Rep ace Top Track Description: Remove an replace top hurricane shutter track with new attachment hardware. Cost (Linear -Ft) x 2100 LF = Total Bid Item 23— Remove and Rep ace, Bottom Track Only Description: -"Remove and replace bottom hurricane shutter track with new -attachment °hardware. Unit Cost (Linear -Ft) x 2100 LF = Total Bid Item 24— Remove and Replace Starter Strip Description: Remove and replace 4ep hurricane starter strips with new attachment hardware. Unit Cost (Ea) x 60 Ea = Total Total Project E timate How soon can you start the work? What is your projection of time to complete, including weather dela s and other typical circumstances? weeks. Please list the name, address, and elephone number of your company, with fax, email, cell. phone as appropriate. i SUSTAINABLE EARTH ENGINEER'S ATLANTIC VIEW BEACH CLUB CONDOMINIUM BID WORKSHEET Page 5 of 7 Please place all responses on this workbook and return to the e Note-1: The contractor is to inspect the site prior to submittal of the bid. Work to be priced using only materials listed or described. Substitution shall be�considered after award of contract only. Note-2:.The Engineer is not responsible for changes in the repair area sizes. The dimensions for restoration are approximate, and are presented as a. ' ideline for bidding purposes only. Note-3:. A,Pre-bid conferen a will Abe held April,9 at 9 AM -on site, inept in -the Lobby. .. _ -Note=4: -Please provide. yourestimate-fof the total project as it is described _above. w Base yourestimate,on�quali installation -'as inspected and.approved.bythe,engineer, to be completed between Ma . and :September 2010 Note-5: Owner to pay.permit fees. Contractor to submit permit to the municipality as assisted by the engineer. Please list the items that were no included m-the above description that you feel are necessary to achieve 'a suitable fihished product as it relates to this project. SUSTAINABLE EARTH ENGINEER' ATLANTIC VIEW BEACH CLUB CONDOMINIUM BID WORKSHEET Page 6 of 7 List 3 projects of similar size a d scope and an owner representative nameaddress,._and phone number for referenced proieets. Additional information. l r SUSTAINABLE EARTH ENGINEER'S ATLANTIC VIEW BEACH CLUB CONDOMINIUM BID WORKSHEET Page 7 of 7 / veT nv e 1 '• � TIICCO 1 I i ( :.TYKCAL .WALL- . SECTION . ENGINEER 5u5tainable Earth Engineering Inc STUAKT, FLORIDA 1-772-2 14-4500 5u5tainablecarth@comce5t.net OWNER ATLANTIC VIEW BEACH CLUB 5047 N AIA FORT PIERCE, FL 34040. 2X 12 EXTERIOR EDGE FORM �- J" PLYWOOD 2X4 STRONG BACK FORM NAIL A5 NEEDED 2X4 SHORE, MAX 3' ON CENTER SHIM A5 NEEDED OVERHEAD SPALLS SIMILAR All plans and speciifications, to the best of the engineer's knowledge, comply with the applicable minimum building codes and the applicable firesafety standards as deterdnedtby local authority in accordance with Florida Statutes chapter 553' •& , 633. 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'RL -� "-l1 rd 1 d IS i1 e• i 1L d to' Ib 1 IJ•b + d� 'may .7 �f �1�t�1GAL 'sIFLOOR ` PL`AN,at , �' tt ENGINEER Sustainable Earth Engineering Inc STUAKT, FLORIDA 1-772-2 14-4500 5U5tainaL-)Icearth@comca5t.net OWNER ATLANTIC VIEW BEACH CLUB 5047 N AIA FORT PIERCE, FL 34040 PLAN VIEW SHEET I OF 3 G STACKS - PRINT AVAILABLE UPON REQUEST All plans and speciifications, to the best of the engineer's knowledge, comply with the applicable minimum building codes and the applicable firesafety standards as determined by local authority in accordance with Florida Statutes chapter 553 & 633. �C® RTlFlF'ATI� '•.. `ESSIONAL ENGINE FLORIDA 43655 STRUCTURAL CONFIGURATION f iAf.:UM. N4•f.faitb,fL.. � 14 s 1 i I I All plans and speciif!cations, to the best of the engineer's Pd,.T XPMT I II' A �' V41 knowledge, comply with the applicable minimum building codes SL.2rave A W r' Wa;LSD G.dwc_j and the applicable firesafety standards as determined by local S LJ L. PHLAL , L f A © OIL s pp wy authority in accordance with Florida Statutes chapter 553 & 633. B"A L.G ON- Y. RA.-IL DiE"TA.-L ENGINEER Sustainable Earth Engineering Inc. STUART, FLORIDA 1-772-214-4800 5U5t.linai?leearth@comca5t.net OWNER ATLANTIC VIEW BEACH CLUB 5047 N AIA FORT PIERCE, FL 34940 HANDRAIL DETAIL SHEET 3 OF 3 RTIfICATIO RO ER iABER 1 P FE551ONQL ENGIN FLORIDA 43855. GENERAL BALCONY vo 1'-811 FOIE.. #4 Q!-1 FOR4 CO 7 J4 A� TWS DETAIL 1`1P. Ai ALL 5ALC%-111-:5 All plans and speclifications, to the best of the engineer's knowledge, comply with the applicable minimum building codes and-the,-appk,aNe-ftresafety-standards-as--deterfamed-by4oca4— authority in accordance with Florida Statutes chapter 553 & 633. ENGINEER 5u5tainable Earth Encjineenn6j Inc. 5TUAKT, FLORIDA 1-772-214-4500 5u5tainablecarth@comca5t.net OWNER ATLANTIC VIEW BEACH CLUB 5047 N AIA I`OP,T PIERCE, FL 34949 BALCONY SECTION SHEET 2 Of 3 L, I PkFE55ICNAL ENGIN FLo, 'IDA 43855,