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HomeMy WebLinkAbout0911-0038 ENGINEERINGFILE COPY SCANNED BY St Lud a C®CSM ENGINEERS, LL C CIVIL STRUCTURAL MARINE 183 SW Monterey Road STUART, FL 34994 PH i NE: (772) 220-4601 / FAX: (772) 220-4603 Website: www@csmengineers.com CONDOMINIUM--- - - - 10000 S. Ocean Drive, Jensen Beach, Florida 34957 THESE PLANS AND ALL'PROPOSED WOfIK ARE SUBJECT TO ANY CORRECTIONS ` REQUIRED BY FIELD INSPECTORS THA° , MAY BE NECESSARY IN ORDER TO cAIMP A�PI�I�P�s STRUC' ENGINEER: CSM ENGINEERS JRAL RESTORATION SPECIFI ST. UCIE COUNTY BUILDING DIVI N -iREVI REVI DATE PLANS D ERMIT MUST. BEN WILL BE DE KO INSPEC a P f�� N. 3E P BACK PEQQ FRONT SIDES ON R GOES �Ir�!fd :ATIONS rim TITLE PAGE CIVIL- STRUCTURAL- MARINE ENGINEERS, LLC CSM PROJECT NO: 09-021 October 30, 2009 TABLE OF CONTENTS Page 1 ITS- - - -- — �-- ---- - =Page-2 -- — — SCOPE OF WORK Page 3 SPECIFICATIONS _._ _._ ..._ - ,..- _ . : _ _- --_.,-_---Section 3 ---Division-1---General-.._ Inspection Plan - Section 030130 - Concrete- Repair Section 039101- Degussa Protectosil Section 071813 - BASF Sonoguard Section 081373 - Sliding Glass Doors CONTRACTOR BID WORKSHEET Section 4 INSPECTION SUMMARY Section 5 DRAWINGS - -- Section 6 -- ICRI STANDARDS - - Section 7 - WIND LOAD ANALYSIS Section 8 SLIDING GLASS DOOR NOA Section 9 PAGE 2 .. CSM ENGINEERS LLC • 183 SW MONTEREY ROAD, STUART, FLORIDA 34994 PHONE (772) 220-4601 FAX (772) 220-4603. WWW:CSMENGINEERS.COM j CIVIL- STRUCTURAL - MARINE 0 1. Protection of E a) Provide and site Contrac compor by the ( 2. Removal of Ex a) Shutter., - - -- --- -original 4. G a) Remove may exi b) Prepare coating. Concrete Repai ENGINEERS, LLC SCOPE OF WORK cisting Conditions: protection systems for existing exterior and interior building component work to remain, which may be damaged or altered as a result of the :or's performance of the work: Existing conditions of all building -,nts that are in proximity of the Work shall be surveyed and documented ontractor prior to commencement -of work. sting Accordion Shutters as Required: shall be removed from the balconies, stored, and then replaced per rrnnetrnrtinn -- - - -- -- - - - -- - and dispose existing tile and other floor finishes, including adhesives that t beneath floor coverings. ;oncrete surface to achieve proper adhesion of a waterproof traffic at Balconies and Walkways a, surface preparation and_installation of repair -materials of_the ;d concrete and reinforcing steel as authorized by the Engineer. b) At balco�y edge repairs, excavated areas will be repoured to match adjoining surfaces. c) Provide Sika Galvashield XP+ galvanic anodes at perimeter of repaired area as directed by the Engineer. Replacement of the Balcony Sliding Glass Doors a) Remove, dispose, and replace all of the existing sliding glass doors of units 1101 & 0901. See door manufacturer's specificatioris/NOA's attached. Unit 1001 all doors to be removed and reinstalled per original door manufacturer's specifications. b) (NOA) of Flori 6. Installation of 1 a) Apply c b) Prepare using Sik ----- - c)- Provide S system in 1) Prin shall provide design shop drawings; product approvals and engineering is in accordance with Miami -Dade County Notice of Acceptance teria, signed and sealed -by a Professional -Engineer licensed in the State if sliding glass doors are to be replaced. Follow the manufacturer's :)ns/NOA for installation instructions. cony Waterproofing System: iFerrogard or Deggusa.Protectosil over repaired concrete deck. lcony surface so that it, has a positive slope. Provide repair mortar of tely 1/4" depth under new sliding glass doors and slope to balcony edge quick 1000 or equal. ka Sikalastic, STO Decocoat-or BASF--Sorrosluel-d--waterproofing (ccordance with manufacturer's specifications. PAGE 3 CSM ENGINEERS,' LLC 1 83 SW MONTEREY ROAD, STUART, FLORIDA 34994 PHONE (772) 220-4601 FAX (772) 220-4603 WWW.CSMENSINEEPS.COM CIVIL -STRUCTURAL - MARINE Z- ENGINEERS, LLC 2) Base Coat 3) Top Coat (aggregate and backroll) 7. Installation of �tucco Finish over Balcony Slab Edges a) Prepar� all slab edges (balconies only) and apply stucco finish to match existing walls or building. 8. Installation of Ceiling Stucco Texture a) Prepare' all balcony ceilings and apply stucco finish to match existing ceilings of building. 9. Application of Protective Paint Coating a) Prepare all balcony edges and apply coating per the manufacturer's -- - -- -- -- - - - -----recommendations. ----- - - -- - - -- ---------- -- - - - - - ___Prepare by -pressure cleaning -underside of_all_balconies, paint with appro_v_ed__-_ acrylic coating. PAGE 4 CSM ENGINEERS, LLC 183 SW MONTEREY ROAD, STUART, FLORIDA 34994 PHONE (7.72) 220 {4601 FAX (772) 220-4603 WWW.CSMENGINEERS.COM PART 1 SITE 1.01 The c PART 2 l CIVIL- STRUCTURAL- MARINE ENGINEERS, LLC DIVISION 1 - GENERAL ;TION BY CONTRACTOR/PROSPECTIVE BIDDER r is required to inspect the site prior to bid preparation. OF PARTIES AMD Management Services P.O. Box 1129 Jupiter, FL 3346 - --- - - Attn:.-Kathy Gassman - Phone: 561-575-502 Fax: 561-745-4795 ENGINEER CSM Engineers 183 SW Monter Attuf- - Judy Peri Phone: 772-220 OWNER Miramar Condo. 10006 S. Ocean Attn: Ken Theri Road, Stuart, FL 34994 s 01 Fax:772-220-4603 1 Association, Inc. Jensen Beach, FL 34957 PART 3 ADDITIONAL INSURANCE COVERAGE 3.01 The CONTRACTOR. shall list (1) the OWNER and the(2) ENGINEER and each of their officers, agents, and._employees . as additional -insured- on_.all-insurance _policies .and coverage which is required by the OWNER as specified in the bound Contract Documents. PART 4 STI 4.01. - The Agreement 1 allowed. If address of tl Subcontract N installation i; (PROPERTYI B Notification: starting work. ENGINEER b, C.--Notifrcatio) with an OT vicinity of RDS FOR CONTRACT MANAGEMENT gement of -this -contract-will -be --in-accordance-_with--the-,Standard Form -of - - - -n the OWNER and CONTRACTOR on the Basis of a Stipulated Price. v_Subcontracting -=of- any--portion--of=the---concrete--restor-ation—shall--not be --- SUBCONTRACTOR is used; the CONTRACTOR shall state the name and .e--proposed--= SUBCONTRACTOR--_in=-the-=Contractor-_-Bid- Worksheet(s). cork for windows, . doors, floor coverings, finishes, and , hurricane shutter anticipated.-___ Sub(zontractors- -are ,§ubiect-.. to . approv_al_-by -the OWNER, 1ANAGER) and ENGINEER the CONTRACTOR shall notify the ENGINEER at least seven (7) days before The CONTRACTOR shall confirm the commencement of work with the submittal of a Notice to Owner. Vei hbors:_The CONTRA CTOR.-shall provide- .a_representative who, together representative (PROPERTY 1l1ANAGER); shall contact the residents in the project prior to performing any work at the site.. The purpose of this i PAGE O 1 -1 CSM ENGINEERS, LL.0 • 1-83 SW MONTEREY ROAD, 5TUART, FLORIDA 34994 PRONE (772). 220-4601 FAX (7.72) 220-4603 • WWW.CSMENGINEERS.COM CIVIL- STRUCTURAL- MARINE ENGINEERS, LLC notification procedure is to inform the. neighbors of the ensuing abrasive blasting and concrete demolition operations, and to establish a good working relationship with the surrounding property owners whose property may be affected by the restoration efforts of the D Emergency medical, 5 information that it is vi., the entire le E Work Sche minimize th presented b Committee inspections be coordinal F Times for V The times'-fc regulations )formation: The CONTRACTOR shall post information concerning emergency and rescue phone numbers from which personnel on the site can obtain "needed. The emergency information shall be in a central position, located so Ile and accessible 24 hours a day. The emergency information shall be posted ;th of time that the CONTRACTOR is performing work at the site. Ile: The demolition and repair shall be accomplished in such a way as to length of time that a building is out of service and to minimize the number of .for inspection,..demolition, -and-repair operations. A -general schedule is to be the contractor prior'to job start such that the ENGINEER and the Building Inderstands the CONTRACTOR'S work requirements and , can perform .d inform unit owners as required. Significant departures from the schedule shall i with the ENGINEER. ,rk: No restoration work is to be done in the night between sunset and sunrise. work are from-7:30arn-6prn and shall'also comply with local, state, and federal id laws regarding days of week, noise, in respect to surrounding property - G Use of Water & Electricity: All operations which would include closing valves, switching, starting, stopping, or removal from service of any equipment, valve, or electric panel shall be done by the OWNER'S personnel upon request by the CONTRACTOR. Such requests shall be directed to the site superintendent so that interruptions, if any, of the OWNER'S operations or systems will be no longer than necessary. The CONTRACTOR shall have a full compliment of personnel. working on a .continuous basis until the work causing the interruption ig completed. All Work performed under this agreement shall be performed in _elose.cooperation with -the OWNER and (PROPERTYMANAGER). H Owner Performed Repairs: The CONTRACTOR shall cooperate with the OWNER who may be conducting remodeling or repair work in associated areas. I Contractor Supervision: Except where the CONTRACTOR is an individual and gives his -- -personal superintendence to the work, the -CONTRACTOR shall provide a competent superintendent, satisfactory to the ENGINEER, OWNER and PROPERTY AMNA GER for the ---- - - --work at -'all tines -during working hours with full -authority to -act for him -The CONTRACTOR shall also provide an adequate staff for the proper coordination and expedition of his work. J Inspection: Tie OWNER plans to engage-the_ENGINEER to perform periodic inspection of .the repair work. The CONTRACTOR shall notify and make available to the ENGINEER all -repair areas, . as needed and deemed - appropriate._ The ENGINEER will perform adhesion testing and concrete coring of finished repairs .at his discretion. The OWNER will pay.for all satisfactory tests and laboratory services. that indicate a suitable installation. Should a test indicate improper application or the use of unsuitable material, tests and laboratory expenses shall be at the CONTRACTOR'S cost. In both cases, the CONTRACTOR shall repair areas _where destructive.testing occurs in accordance with the unit prices stipulated. K Destructive Testing: If disputes arise concerning the quality of the applied repair mortars or materials; adhesion tests, strength tests, or some other form of destructive testing may be used PAGE' 0 1 -2 CSM ENGINEERS, LLC • 1 83 SW MONTEREY ROAD, STUART, FLORIDA 34994 PHONE (772) 220-4601 FAX (772) 220-4603 • WWW.CSMENSINEERS.COM to clear the paid by the i L Accessibilit, CONTRACT safely acces cost of this 1 M First Anniv( substantial c N Safety and F blasting and OSHA Stan( ---Material _Safi agents of th( or welding 1 the CONTR by the ENG. the "CONTR any existing accidents di 1 _Electric service service _ 2 Electric service A of the G protectiv hazards. protectic - - - — — -- - -the job; - of the C( ENGINE P Compliance regulations c the cleaning, -the - CONTRI OWNER, P compensatiol _granted -by precaution re cost to the 01 CIVIL- STRUCTURAL- MARINE Z_: l M ENGINEERS, LLC lispute. Failing tests will be paid by the CONTRACTOR; passing tests will be OWNER per standard conditions of a construction contract. for Inspection: All work shall be made accessible to the ENGINEER using the M'S rigging and equipment. If assistance is required for the ENGINEER to the work, the CONTRACTOR shall furnish labor to assist the ENGINEER. The bor shall be included in the base contract amount. -sary Inspection: All Work shall be guaranteed for one year after the date of -alth: The CONTRACTOR shall comply with safe working practices for abrasive ill health and safety regulations and requirement of Federal OSHA (specifically and for General Industry 1910-1978, state and local health regulatory agencies, ;ty --Data _ Sheets- (MSDS),.- and material- suppliers.- ___This -compliance shall ._be- _ - without supervision from the OWNER, E_NG_I_NEER or other direct or indirect OWNER. Should holes, rigging attachments, or any other modification, cutting, required to meet safety standards, they may be accomplished at the expense of CTOR upon submission of details in writing to, and with subsequent approval VEER. All Rigging components and attachments shall be carefully inspected by CTOR prior to use. The CONTRACTOR' assumes all responsibility for use of ,r added attachments. r-ards: The CONTRACTOR shall -take the following safety measures to prevent to electrical hazards: >ervice Deactivation: The OWNER shall deactivate and lock out the electric required. The CONTRACTOR.shall verify the deactivated status of the electric ior to beginning each day's work functions and throughout the workday. The In of the electric service deactivation is the sole responsibility of the "TOR and shall be accomplished without supervision from the OWNER, sR, or other direct or indirect agents of the OWNER. dower Line Deactivation: The CONTRACTOR shall .be- .aware . of the electric firing located adjacent to the work area. The (PROPERTY MANAGER on behalf AVER), shall re -locate, deactivate, or provide necessary electric shock hazard devices to prevent exposure of workers and/or equipment to electric shock fhe CONTRACTOR shall verify that there is sufficient electric shock hazard for the workers and equipment prior to and throughout each working period on the verification of the electric shock hazard protection -is -the -sole responsibility iVTRACTOR and shall be accomplished without supervision from the OWNER, R, INSPECTOR, or other direct or indirect agents of the OWNER. �ith Environmental Regulations: Compliance with local, state and federal ncerning emissions of solid, -particulate, liquid, or gaseous -matter. as a result of fainting, or other operations under this Agreement shall be the responsibility of 'TOR. This compliance shall be accomplished without supervision from the JINEER,. or other direct or indirect agents of the OWNER. No additional for changes in the laws, regulations, _or the interpretation thereof shall be le OWNER. All shielding,- abrasive retrieval, or other- -methods of. using ,uired by the regulating agencies shall also be accomplished at no additional *ER. unless otherwise provided herein. PAGE O 1 -3 CSM ENGINEERS, LLC • 1 83 SW MONTEREY ROAD, STUART, FLORIDA 34994 PHONE (772) 220-4601 FAX (772) 220-4603 • WWW.CSMENSINEERS.COM to CIVIL- STRUCTURAL -MARINE 9- Q Attractive I all times. and barrica blasting re; cost of any due the CO R Protection sliding glas plywood di millimeter i concrete an ___._screwed -.to strengthenh shall be use S Protectins Structures s( _ doors; elects adjacent to tl T � Abrasive: produce the properly stol earth, moistt exterior of tl repair mortal shall submit Sheets for th -. operations. U Containment Copies of thl debris, paint -avoidable da The cost of c -Bid... The C methods, if t] appropriate b V Removal and blasting mate W Material Safe job site for & other solvent; 4.02 UNANTI _ A -The_specifice information a These- issues k ENGINEERS, LLC lisances and Cleanup: The job site shall be kept in a clean and safe condition at azards or attractive nuisances shall be protected at all times by proper postings tape. Upon completion of the work, the job site shall be left clean of all debris, lue, or any other items resulting, from the operations of the CONTRACTOR. The lean up that must be accomplished by the OWNER shall be deducted from funds TRACTOR. ' Interior Living In the event of repair work in, around, or adjacent to doors separating the balcony area from interior living areas, a 2"x 4" reinforced t screen shall be installed in conjunction with waterproof plastic sheeting (6 :)isture barrier), as required. Attachment shall be with a minimum of 3 each 1/2" ior. bolts per side of opening. Bracing or strong back attachment shall be wood /_4" plywood.- , Dust_ screens -shall-be so--designed-and- _installed- as _to- enable_ and shoring in the event of a tropical storm or hurricane. Taping around doors to prevent the intrusion of dust into the interior. ' Iterior Finishes and Fixtures Removed for Structural Repair Work: The' )R may be required to construct temporary structures for weather protection. constructed to protect owner fixtures such as adjacent windows, sliding glass cal outlets, etc. shall be installed" as. necessary to prevent damage to areas e repair work. brasive shall be a nonmetallic type. The -abrasive shall be of a grit size- to Irofile specified by the manufacturer for the mortar being applied. It shall be A; and it shall be free from contaminants, including but.not limited to paint, •e, oil, or chlorides, which can cause premature. failure. Use of abrasive on the structure shall be based not only on its compliance with the application of the but also on its lack of nuisance to surrounding property. The CONTRACTOR to the ENGINEER for approval the Manufacturer's Published Product Data type of abrasive to be used- for the work prior to the start of any blast cleaning )f Blasting Debris and Overspray: The CONTRACTOR shall submit three (3) proposed method of containment. The contractor shall describe how blasting ,verspray or other contaminants will be contained to prevent unnecessary and .age to interior spaces on an attachment with the Contractor's Bid Worksheet. staining the blasting debris and/or paint overspray shall be included in the Base VNER reserves the right" to stop. work or to require additional containment CONTRACTOR'S operations create a nuisance beyond the site or as deemed the OWNER, ENGINEER, or the OWNER'S designated representative. )isposal of Blasting Residue and Demolished Concrete: Drop chutes depositing als from the.work area to the ground shall :be furnished -by the CONTRACTOR. y Data Sheets: Material Safety Data Sheets (MSDS) shall be available at .the h product used, including but not limited to mortars, grouts, coatings, thinners, disinfecting agents, abrasives, and flexible sealant material. 'IPATED ADDITIONAL WORK .ons adequately describe the work to be -performed based on.the amount of ailable at the time of preparation. However, additional effort may be required. vill be addressed and resolved during the course of the project in a timely PAGE 0 1 -4 CSM ENGINEERS, LLC - 1 E13 SW MONTEREY ROAD, STUART, FLORIDA 34994 PHONE (772) 220 14601 - FAX (772) 220-4603 - WWW.CSMENGINEERS.COM - fashion if � CIVIL• STRUCTURAL- MARINE z: M. ENGINEERS, LLC END OF SECTION PAGE ❑ 1 -S CSM ENGINEERS, LLC 1 83 SW MONTEREY ROAD, STUART, FLORIDA 34994 PHONE (772) 220 4601 FAX (772) 22❑-46❑3 WWW:CF;MENSINEERS.COM CIVIL • STRUCTURAL • MARINE 1 �' J MIRAMAR CONDOS E N G I N E E R S, P L C INSPECTION PLAN GENERAL A. During on site inspections, review any work underway, regarding work locations, methods, shoring, fonds, safety, property protection, concrete placements, proper curing of newly placed concrete, Owner concerns, or any other items as B. The Engineer shall submit a written report to the Building Department each week during construction. C. The Engineer shall review any work underway, as appropriate. All structural repairs, including.reinforced concrete repairs at each location require specific -- --engineering inspections and approvals:- Non- structural -work, -such as- stucco; --- --- - - -- .-----------------over-lays; w terproofng;-and--all-non-reinforced-concrete-placements--do not - - - - - - -- require inspections and approvals at each phase of work, but will be subject to ongoing engineering observations and approvals during the work. uoncreie tcesiorauon - A. -EXCAVATION LIMITS: The Engineer shall inspect and approve, as required, all limits of concrete removal and all steel reinforcement repairs. The Engineer shall verify contractor measurements and approve or disapprove, as required,. all contract chargeable quantities for all repairs. B.. APPROVAL TO PLACE CONCRETE: The.Engineer shall inspect all areas prior to concrete placement and give approval, as required, for all concrete placements. The Special Inspector shall inspect all prep work, including forms, shoring, safety, steel bar repairs, sheathing installation and any adjustments to excavation limits. C. PLACEMENT OF CONCRETE: All design mix truck placements of concrete require on slie engineering and shall be inspected by the Engineer during placements. Approval of design mix placement based -on slump results, environmental conditions, etc. shall be at the discretion of the Engineer. The Engineer may also require inspections of bag goods concrete placements. D. FINAL: The Engineer shall inspect and approve, as required, the completion of - - all, repairs, including any correction or punch list items for each work area as appropriate. Wintimuc and Qlirlincr (rlacc T)nnrc A. Visually in B. Verify prof with shop ( ct windows and doors for damage in' shipping. fnsiallaiion of doors and windows to structure: - Verify compliance -- -- vinas and with NOA attachment schedules. CSM ENGINEERS, LLC •' 1 83 SW MONTEREY ROAD, STUART, FL 34994 PHONE (772) 220-46❑ 1 • FAX (772) 220-4603 • :WWW.C5MENGINEER5.COM ENGINEERING , PPROVALS A. The Engineer shall approve all work completed. B. The Engineer shall approve or disapprove, as required, specifications for all contractor -supplied materials at least 7 days prior to planned material use or placement. C. The Engin er shall determine any disputes regarding reasonableness of repairs involving structural integrity. CIVIL • STRUCTURAL •MARINE . . 1 L _ ENGINEERS, LLC SECTION - 030130 CONCRETE REPAIR PART1 GENERAL 1.1 DESCRIPTION OF THE WORK: A The scope of work to be performed under. the terms of this contract includes furnishing of all materials, labor, services, utilities, permit fees, supervision, tools and equipment, required or incidental to the demolition, repair and replacement of the deteriorated concrete. The work will include but is not limited to, the following elements: 1 Demolition, removal and disposal of deteriorated concrete and reinforcing steel as identified by the Engineer. 2 Surface preparation and installation of repair materials of the deteriorated concrete and ----------reinforcing as identified by -the Engineer-.--__—__ ------------------------------.__..--_.__-- _- -._-__-- A Contractor shall submit to the Engineer for review and acceptance, concrete mix designs, manufacturer's product information and manufacturer'-s installation instructions for all materials specified. B Certification of non -reactivity of all aggregate. 1.3 SITE OBSERVATIONS A. Surface preparation of all repair areas shall` be observed and accepted by the Engineer prior to - - - placement oi'the repair materials.- B Concrete sin faces shall be observed and accepted by the Engineer prior to placement of balcony the r other finish materials. C Engineer shall be notified a minimum of 24 hours prior to all observations. PART PRODUCTS 2.1 CONCRETE CAST -IN -PLACE, READY MIX A MATERIA S 1 Cement: ASTM C150, Type I - Normal or Type II - Air Entraining. - --:--- -.-2 --: Fine -ands Coarse Aggregates:. ASTM C33. Aggregate -shall be -certified -to. be nonreactive. 3 Water: Clean and not detrimental to concrete. B ADMIXTURES 1 Air Entrainment: ASTM C260; 4 to 6% - 2 - Chemical: ASTM C494, "Pozzolith or Polyheed" by BASF -or- WRDA by WR Grace. - C CORROSION INHIBITORS ADMIXTURE - -- -------i - Rlieocrete CNI-by BASF or DCI-S concrete admixture -by -Grace Construction Products.- - Calcium 2:2 -ALTERNATE N A Acceptance I the Engineer possible. 2.3 DISSIMILAR M A All dissimila anv r.nriditinl --PART 3 ­----- EXE1 3.1 CONCRETE A Mix conc litrite solution containing a minimum of 30%.Calcium nitrite by solution, 2%. kTERIALS F alternate products and materials shall be considered at the sole discretion of All •repair materials shall be provided by a single manufacturer to the extent kTERIALS . metal materials shall be adequately isolated. The Engineer shall be notified of whereproper isolation can not be achieved. — ION - - - - -- - - in accordance with ACI 304. Deliver concrete in accordance. with ASTM C94. PAGE 0301 30- 1 - CSM ENGINEERS, LLC • 1 83 SW MONTEREY ROAD, STUART, FLORIDA 34994 PHONE (772) 220-4601 FAX (772) 22.0-4603 WWW.CSMENSIN.EERS.COM CIVIL STRUCTURAL MARINE ENGINEERS, LLC B Select proportions for normal weight concrete in accordance with ACI 301. C Provide concrete to the following criteria: 1 Compre sive Strength (28 days): 5,000 psi. 2 Slump: to 7 inches. 3 Maximum Water/Cement Ratio: 0.40 4 Flyash: i iot more than 20% cement replacement by weight. 5 Pumpab e Pea -rock mix. 6 Corrosion Inhibitor: 2.5 gallons per cubic yard. 7 Do NOI use calcium chloride. 3.2 CONCRETE TV STING: A Testing Laboratory: Contractor shall retain an engineering testing laboratory, at it's expense, - ------ ----to perform a}l- concrete - testing. -The -testing laboratory shall -conform -to --the applicable-- ---- — -- ___.requirements of ASTM C 1077 "Standard Practice for Laboratory Testing_of Concrete and _ Concrete Aggregates for Use in Construction and Criteria for Laboratory Evaluation" and _ shall be inspected and accredited by the Concrete and Materials Engineering Council, Inc. or by an equivalent national authority. The agent of the testing laboratory performing the field sampling of concrete shall be certified by the American Concrete Institute as a Concrete Field Testing Technician Grade 1 or by an equivalent level of competence or shall be a licensed .professional engineer. - B-- --Extent-of-Tests: Testing laboratory -shall -take -samples and make tests as hereinafter listed for - each 10 yards of fresh concrete or fraction thereof placed at the project but not less than one set for each day's concreting. 1 Comnres�sion and Strength Tests: Each test shall consist of four (4) standard 6" by 12" cylinder; one (1) cylinder to be tested at the age of 3 days, one (1) at the age of 7 days and one (1) at the age of 28 days. One (1) cylinder shall be held in reserve. Samples .from which compression test specimens are molded shall be secured in accordance with ASTM C 172. Specimens made to check adequacy of design for strength of concrete, or as a -- - - -- -basis for acceptance of concrete, shall be made and laboratory cured .in accordance with ASTM C 31. Strength tests shall be made in accordance with ASTM C 39. 2 Slump Tests: Tests for slump shall be made at place of deposit and in accordance with ASTM G 143. Slump shall be reported on test reports to Engineer. 3 Air -Entrainment Tests: One test will be made at place of deposit for each day's placing and as often as required when a change in consistency of concrete mix is noted. Tests --- - - - -shall be made in accordance with ASTM C -138 or-C.173-and reported on test reports. C Test Reports Except as otherwise directed, a minimum of TWO COPIES of test reports shall - be sent directly to Owner, Engineer and the Contractor by laboratory. - 3.3 SHORING _ ..:A- -Contractor shall provide jacking, shoring and bracing to accomplish .the Work and for all existing structural elements to remain until all structural modifications have been completed and accepted for their intended use. Contractor shall submit shop drawings for jacking, shoring and bracing, signed and sealed by a professional engineer registered in the State of Florida, for te_Engineer's acceptance prior to commencing_ Work._ -- -B-- Shoring design shall prevent movement -of adjacent slab areas from the existing conditions. -- --- - --- - 3.4 CONCRETE REPAIR PAGE 030130-2 CSM ENGINEERS, LLC 1 83 SW MONTEREY ROAD, STUART, FLORIOA 34994 PHONE (772) 220-4601 FAX (772) 220-4603 WWW.CSMENGINEERS.COM CIVIL - STRUCTURAL -MARINE A Concrete B Remove all shall be perf cracking anc C The area of I the limits of D Concrete sh, clearance of E Provide a''/z' surface at th, ------------------reinforcing, -, F _ T G _Application Prepare all o surface profs anchor the p, H Remove all l I -- Thoroughly i grease, oil, d -- _--materials, J The preparec Water. Apply covering all K While scrub a continuous 3.5 CURING. A Apply water surface. Mist condition to B All concrete C An observati, concrete. An, for crack reM ENGINEERS, LLC ,airs shall be provided for those areas identified with spalling, deterioration, and concrete. oose, spalled, and unsound concrete in the area of the deterioration. Removal armed with small pointed tools rather than wide chisel edges to prevent micro . continued spalling of the concrete which is to remain. concrete to be removed shall extend along the length of the reinforcing, beyond the reinforcing deterioration a minimum of 2" into sound concrete. .11 be removed completely around the reinforcing steel providing a minimum 3/4" between the reinforcing and the concrete to remain. minimum depth saw -cut, perpendicular or slightly undercut to the concrete limits of the repair to prevent feathering of the patch material. Do not cut any ,xcept as-acceptedby-the Engineer... ---------- ---- -- - -- -- �f repair concrete shall not be less than %" in _ _ _T _ ncrete surfaces to receive the repair material, including the saw=cut, to achieve a e depth of.c" minimum with a new fractured aggregate surface to adequately tch material. ust and scaling of the reinforcing thoroughly by sand blasting. Jean the exposed concrete surface to receive the patch of all traces of dirt, ist, and other contaminants which may prevent proper bonding of the repair concrete surface shall be saturated surface dry (SSD), but free of standing a bond coat of slurry, prepared with the repair concrete, with a stiff bristle brush xposed steel and all concrete surface areas. oat is still wet, place repair concrete mix design in accordance with ACI 301 in list to repaired area (i.e. form work, patches) or burlap or carpet remnants to ig involves any method to maintain the exposed patch or. repair area, in a wet -event surface cracks and reduce moisture loss during cure. call cure a minimum of 28 days prior to application of any coatings or finishes.- i shall be conducted by the Engineer prior to application of any coatings on the cracks in the repair areas shall be repaired in accordance with the requirements rs. Repair of cracks shall be at no additional cost to the Owner. DC A Repair mortars may be used in lieu of ready mix concrete for partial depth repair areas of less - than one (1) cubic foot of material and as ;accepted by the Engineer-. 1 The prepared concrete surface shall be saturated surface dry (SSD), but free of standing -water. Apply a scrub coat of slurry prepared from the repair mortar to all surface areas, filling all 'pores and voids. 2 While scrub coat is still wet, apply acceptable polymer modified cementitious repair compound � in maximum lifts .of 3" and 1-1/2" for use on vertical and overhead surfaces, resvective!ly. If forms are to be used, depths well in excess of these can be achieved in - - -- - - - -- ------any one dowels, lication. For -large and/or deep repairs, mechanical anchors, studs, -reinforcing , shall be provided where existing reinforcing does not provide mechanical PAGE 030130-3 CSM, ENGINEERS, LLC 1 83 SW MONTEREY ROAD, STUART, FLORIDA 34.994 PHONE (77.2) 220i4601 FAX (772) 220-4603 • WWW.CSMENSINEERS.COM 13 to appl 3 The us \ CIVIL -STRUCTURAL - MARINE ENGINEERS, LLC ;e. The top surface of each lift shall be scratched and reprimed with slurry prior ation of subsequent lifts. of aggregate is not allowed except as otherwise recommended by the 4 The fol owing repair mortars may be used: a BASF — EMACO-S Series -Mortars with corrosion inhibitors. b BASF — LA40 Repair Mortar (forming app.) c Sika — Sika Full Depth 211 3.7 REINFORCING PREPARATION AND REPLACEMENT A All .reinforcing with deterioration of more than 15% of the original bar diameter, as determined by the Engineer, shall be replaced. ------B--To-permit-lapping of the new reinforcing steel, the -concrete shall -be -removed -along the -length------ - ___.______.___ of the reinforcing,- a minimum of_12" beyond thedeteriorationinto sound concrete to permit splicing of the reinforcing. C After the reinforcing has been prepared, lap the new reinforcing beside the entire length of the expose, reinforcing, secure in place with the wires. D Following all other procedures for the concrete repair as indicated. E Where'the removal of concrete to achieve the required lap length is not practical as determined Eby the Engineer, bar development can be achieved by embedding the reinforcing -into-existing sound concrete a minimum of 9" with: 1 BASF Concresive 1090 Liquid 2- Sika— Sikadur 32 F Reinforcingi steel shall be ASTM A615 grade 60 minimum. G Prime reinforcing steel prior to concrete placement with: 1 BASF - EMACO P-24 2 BASF _II Zincrich Rebar Primer 3 Sika — Armatec 110 EpoChem 3.8- CRACK REPAIR A Crack repairs will be performed for all areas identified by the Engineer. B Remove all �oose and unsound concrete within and adjacent to the crack. C For all topside horizontal cracks, vee-notch the surface of the crack with a mechanical router or hand chi ping tool to a maximum width of/4". Remove loose debris. Substrate may be dry or damp prior to product application. Where accessibility to the underside of the concrete slab ------- - ---is-available, seatall visible cracks with an epoxy resin adhesive paste or Portland -cement- . based quick setting compound to act as 'a dam to hold the liquid epoxy resin adhesive until - - --cured. - D Prime prepared substrate with neat Sikadur 35, Hi -Mod LV epoxy resin mortar. Strike off and level, finishing with a trowel. E Seal cured epoxy resin mortar with neat epoxy resin adhesive binder to provide additional moisture and chemical protection. F Maximum application thickness of epoxy resin mortar on interior substrates not to excess - - G -Use prI beams, 1 SII injection equipment to seal cracks on underside and vertical faces of concrete ins and corbels with: 35, Hi -Mod LV epoxy resin mortar PAGE 0301 30-4 CSM ENGINEERS, LLC • 1 83 SW MONTEREY ROAD, .STUART, FLORIDA 34994 PHONE (772) 2210-4601 FAX (772) 220-4603 • WWW.CSMENGINEERS.COM �q 1 . _ CIVIL- STRUCTURAL - MARINE ZZM ENGINEERS, LLC 2 Seal ports and cracks with SIKAdur 31, Hi -Mod Gel, or SIKAdur 33. 3 Simpson Strong Tie ETI Epoxy Injection System END OF SECTION 03350 PAGE 030.1 3.0-5 . CSM ENGINEERS, LLC 183 SW MONTEREY ROAD, STUART, FLORIDA 34994 PHONE (772) 22014601 FAX (772) 220-4603. • WWW.CSME.NGINEERS.COM i PART 1 1.1 SUMMARY A Section I I Surf, 2 Exte 1.2 SUBMITTALS B, Product D� 1 Detail( 2 Manuf 3 Certifii herein. C Quality. Co - - -—I i -- Statem 2 Statem 3 Field C 4 Manuf SECTION - 039101 CORROSION INHIBITOR TREATMENT / CIVIL- STRUCTURAL- MARINE z:z:m 1,6 ENGINEERS, LLC aces: applied concrete steel reinforcement corrosion inhibitor: d'written warranty. ion 01300,-- unless- otherwise-indicated:-Substitution.-r-equests-must-be--- -- - Manufacturer's specifications and technical data including the following: specification of construction and fabrication. turer's installation instructions. test reports indicating compliance with performance requirements specified )1 Submittals: - of qualifications. of compliance with Regulatory Requirements. .ity Control Submittals as specified in Part 3. Irer's field reports. L3 QUALITY ASSURANCE A Manufacturer's Qualification: Not less than 5 years experience in the actual production of - specified products. - B -Installer's Qualifications: Firm experienced in installation or -application of systems similar in complexity to those required for this Project,.plus the following: 1 Acceptable to or licensed by manufacturer: 2 Not less than 3 years experience with systems. 3 Successfully completed not less than -5 c6mparable -scale projects using this system. - C Product Qua ifications: The corrosion inhibitor shall conform to the following characteristics: 1 - Color: S ightly amber (fugitive dye may- be.added) - -- - - - 2 Density: 7.3 to 7.4 lbs/gallon -3 Nitrite content: less than 1 /o 4 Chloride content: less than 20 ppm 5 pH: 6.5 to 8 6 Material must reduce total corrosion of heavily corroding concrete rebar by an average of 90%, at an internal concrete relative humidity of 75% or greater. 7 Must reduce corrosion by 90% or greater using FHWA RD-98-153 test protocol on crack ._8-----Must inc of the Cl 9 Note: A )ars subjected -to 48 weeks of cyclic salt water ponding_______ ise the resistance of chlori&ions-using AASHTO T277,`-'Rapid-Determination --- ride Permeability of Concrete" by 90% minimum. - Ialified independent laboratory must perform all corrosion and chloride data. PAGE 039101-1 CSM ENGINEERS, LLC • 1 83 SW MONTEREY ROAD, STUART, FLORI.DA 34994 PHONE (772) 220-4601 FAX (772) 220-4603 • WWW.CSMENGINEERS.COM CIVIL- STRUCTURAL -MARINE c"-4- D Regulatory ] AIM (Archi (VOC). 1.4 DELIVERY ST A Packing and manufacture B Storage and ENGINEERS, LLC vents: Products shall comply with State and local regulations concerning Industrial and Maintenance) coatings regarding Volatile Organic Content-, )RAGE AND HANDLING Shipping: Deliver products in original unopened packaging with legible -'s identification. ?rotection:Comply with manufacturer's recommendations. 1.5 PROJECT CONDITIONS A Environmental Requirements: — -- -1--Maintai l-ambient temperature above 40 degrees F during and 24 hours after installation. - -- _ . _.__.-2_—D�0 not-proceed_with_application on-materials.if ice or frost is covering the substrate. 3 Do not proceed with application if ambient temperature of surface exceeds 100 degree F. 4 Do not proceed with the application of materials in rainy conditions or if heavy rain is anticipated with 4 hours after application. 1.6 SPECIAL WAR A The system i -- - ----warranty-tha workmanshi -the work prc standards sh; linear polari: current of th period. B The Corrosi( -retreat areas PART 2 PROL 2,1 MATERIALS - - A.. Inhibitors ISO 9002 1 P; PART 3 E. 3.1 EXAMlNATIG. A Verification performed a 3.2 PREPARATION A Protection: anufacturer shall furnish the Owner a written single source performance the concrete reinforcement corrosion inhibitor will -be free of defects relate to or material deficiency for a ten (10) year period from the date of completion of ided under this section of the specification. The following performance 1 be specifically covered under the warranty: Using a device which employs Ltion with a guard ring (device should be certified under SHRP) the corrosion treated concrete shall be less then 0.5 4A/cm2 for the life 'of the warranty Inhibitor Manufacturer shall be responsible for providing labor and material to the structure that does. not comply with the warranty requirements. be ready -to -use, non -water -borne, surface applied product manufactured in an fled facility, meeting or exceeding the physical and performance of the following approved product: O CIT- Degussa A&S Division 1-800-828-0919. F Conditions: Examine areas and conditions under which Work is to be l identify conditions detrimental to proper or timely completion. �_Qeed until unsatisfactory. conditions. have been_ corrected.. . PAGE 0391 0 1 -2 CSM ENGINEERS, LLC 1 83 SW MONTEREY ROAD, STUART, FLORIDA 34994 PHONE (772) 220-4601 FAX (772) 220-4603. • WWW.CSMENGINEERS.COM -- CIVIL STRUCTURAL -MARINE ENGINEERS, LLC 1 Unless inhibitor does not effect adhesion of sealants, paints and patching materials all adjacent surfaces shall be protected as necessary in accordance with the manufacturer's 2 Follow 1 before, d B Surface Prey, 1 All caulk and cure( cracks Fr of mate 1 2 Prior to a - - ------------ -------all-dust; ( manu: 3.3 FIELD QUAI ATest Appl applied to - 3:4 APPL- ICATIC A Product shy - alteration. B Corrosion i or roller as at a net coy minimum ( C Follow man porous subsi by the corro D Follow man - vegetation. damaged by 3.5 CLEANING ----A -- As_Work Pn methods as 1 B Remove pro 3.6 COMPLETION A Work that d( directed by t manufacturer's .recommendations regarding condition of concrete surfaces hg and after application. ng, joint sealants, repairing, and patching of concrete surfaces shall be installed before application of inhibitor. If specified, apply corrosion inhibitor to routed )r to application of sealant. Confirm with Inhibitor Manufacturer compatibility )plication of corrosion inhibitor, concrete surfaces shall be dry and cleaned of irt; debris,- grease-oil,--grout;--mortar; and other--foreign-matter- Concrete -patches - and acceptable to the Engineer. 'CONTROL ons: Before application of inhibitor will be accepted, a test panel will be concrete to verify performance under the warranty provisions. be applied as supplied by the manufacturer without dilution or bitor shall be applied in accordance with the use of either spray, brush, manufacturer's recommendations. Corrosion inhibitor shall be applied ge rate of 75 to 100 ft2/gallon in two or three equal coats with a hour dry time between coats. ;turer's recommendations concerning_ protection of glass, metal and other norf- ;s. Contractor will be responsible to clean all surfaces that are contaminated I inhibitor. Aurer's recommendation concerning protection of plants, grass and other rtractor will. -be responsible for replacing all plants, grass or vegetation corrosion inhibitor. s: Clean spillage and overspray from adjacent surfaces using materials and (ended by corrosion inhibitor manufacturer. coverings from adjacent surfaces when no longer needed. ,s not conform to specified requirements shall be corrected and/or replaced as .e Owners Representative at contractor's expense without extension of time. END OF SECTION PAGE 039 1 O 1 -3 C'SM ENGINEERS, LLC • 1 83 SW MONTEREY ROAD, STUART, FLORIDA 34994 PHONE (772) 220-4601 FAX (772) 220-4603 • WWW.CSMENSINEERS.COM SONOGUARD / PART 1 - GENERAL 1.1 SUMMARY A. Section Includ CIVIL- STRUCTURAL- MARINE E: M ENGINEERS, LLC SECTION - 071813 580 PLUS/ 595 PEDESTRIAN HYBRID SYSTEM and -decorative -pedestrian traffic coating---system--for—interior—and-eater-ior-- is scheduled. 1.2 SYSTEM DESCRIPTION -A. - A combined system providing a decorative pedestrian surface with the added benefit of .a waterproofing membrane, with crack bridging capabilities. B: The waterproo mg membrane is a fluid -applied polyurethane waterproofing coating consisting - ---ofmoisture cui-irig mechanism. -Materials have low odor and -are VOC compliant. C. The decorativ . Deck Coating System is composed of a flexible and _breathable colored background c ating based on acrylic resins and aggregate with a colored -quartz -filled cementitious d corative top coat sealed with a 100% acrylic solvent -based concrete curing and sealing compo nd. D. The waterproofing system consists of the following components: 1. SONOGUARD BASE COAT; as one component, moisture -curing polyurethane. 2. SONOGUARD TOP COAT, a one component aliphatic moisture -curing polyurethane. E. System Performance Requirements: Provide material complying with the following requirements: 1. Hardness (Base Coat): Shore A (60) per ASTM D 2240. _2.. _ Hardnes .(Top Coat): Shore A (89) per ASTM D 2240... 3. Tensile strength (Base Coat): 752 psi (5.2 MPa) per ASTM D 412. 4. Tensile strength (Top Coat): 2,500_psi MP (17.2 a) per ASTM D 412. 5. Elongation (Base Coat): 595 percent per.ASTM D 412: 6. Elongation (Top Coat): 502 percent per ASTM D 412. 7. Tear strength (Base Coat): 74 PIT per ASTM D 1004. 8: Tear strength (Top Coat): 199 PIT per ASTM D 1004. 9. Weight loss (Base Coat): 16 percent. Max: 40. ___Weight_loss_(Top Coa1t):_l7_percent, Max:_40. - - i 1. Low temperature flexibility and crack bridging. No Cracking of base or top coat. 12. -Adhesion peel (Primer and Base Coat): Plywood 34 pli, Primed mortar 43 pli per ASTM. C 957. PAGE 07 1 S 1 3- 1 CSM' ENGINEERS, LLC ! 183 SW MONTEREY ROAD, STUART, FLORIDA 34994 PHONE (772) 220-4601 FAX (772) 220-4603 WWW.CSMENGINEERS.COM 13. UL Ch F. Weathering F 1. Elonga 2. Tensile 3. Elonga 4. Abrasil passes. 5. Crack 1 G. The Sonoshie on 2. 3. \j CIVIL STRUCTURAL -MARINE ENGINEERS, LLC >s A Fire rating. xformance Requirements: (ASTM C 957). ion recovery: 94 percent. Minimum passing: 90 percent. retention: 151 percent. Minimum passing: 80. ion retention: 94 percent. Minimum passing: 90. n resistance (CS-17 Wheel, 1,000 g load, 1,600 cycles): 1 mg lost — system Maximum loss: 50 mg. ridging (1,000 cycles): System,passes. 3 Decorative Coating system components consist of HIEL-D-580 P-L-US-DC-flexible-and-breathable-colored-background-coating-based_---- ic resins and aggregate �^ _ _ ___ _ HIELD 595 DC colored quartz -filled cementitious decorative top coat. EAL HS 100% acrylic solvent -based concrete curing and sealing compound. 1.3 SUBMITTALS A. Product Data: Submit manufacturer's technical bulletins and MSDS on each product. Control Submittals: 1. Provided protection plan of surrounding areas and non -work surfaces. 1.4 QUALITY ASSURANCE A... Oualifications4 1. Manufacturer Qualifications: Company with minimum 15 years of experience in manufafturing of waterproofing products and systems. Manufacturer Qualifications: Company -shall be ISO 9001:2000 Certified. 3. Applic alltor Qualifications: Company with minimum of 5 years experience in application of specified type products and systems on projects of similar size and scope, and is acceptable to product manufacturer. a. Sl�uccessful completion of a minimum of 5 projects of similar size and complexity to specified Work. B. Field Sample: -- - 1: LInstall at Project site or pre-selected'area of building an area for field -sample. a. P ovide mockup of at least 100 square feet _(9.3 sm) to include surface profile, sealant joint, crack, flashing, and juncture details and. allow for evaluation of slip resistance and appearance. b. Apply material in strict accordance with manufacturer's .written application -- 2, lManufactur-er's-representative-or-designated-representative_will-r-euiew-technical-aspects;- surface preparation; -application, -and -workmanship: - 3. Field sample will be standard for judging workmanship Maintain field sample during construction for workmanship comparison. PAGE 071 81 3-2 CSM ENGINEERS, LLC 1 63 'SW MONTEREY ROADS STIJART, FLORIDA 34994 PHONE (772) 22`10-4601 FAX (772) 220-4603 WWW.CSMENGINEERS.COM I 4. Do not Archit( 5. Obtain DELIVERY, Comply wit] construction I Deliver mat identification 1 2 l f ` CIVIL STRUCTURAL -MARINE Z: zz M ENGINEERS, LLC alter, move, or destroy field sample until Work is completed and approved by ;t. Architect's written approval of field sample before start of material application, g approval of aesthetics, color, texture, and appearance. TORAGE, AND HANDLING manufacturer's ordering instructions and lead-time requirements to avoid in manufacturer's original, unopened, undamaged containers with intact. )nmenta� Requirements: Minimum application temperature is 50 degrees F and rising. Do not apply in rain or when rain is expected within 24 hours. Do not . apply above 90 - .. - degrees F or when temperatures -are expected to fall below 50 degrees F within 24 hours. PART 2 - PRODUCTS 2.1 MANUFACTURERS A. Subject to coil ipliance with requirements, provide products from the following manufacturer: 1. BASF Building Systems 889 Valey Park Drive Shakopee, MN 5537.9- Customer Service: 800- 433-9517 Technical Service: 800-243-6739 Direct Phone: 952-496-6000 -Internet: www.BASFbuildingsystems.com- -B. Specifications and Drawings are -based_ on manufacturer's proprietary literature from BASF Building Systems. Other manufacturers shall comply with minimum levels of material, color selection, and detailing indicated in.Specifications or on Drawings. Architect will be sole judge - of appropriateness of substitutions. 2.2 MATERIALS . A. Acceptable Product: 1. Base.Coat: Sonoguard Base Coat. Coat`Sonoguardsop_Coat. __ 3. Aggregate: Sonoguard Aggregate or equal. 4. Cement tious and epoxy patching materials: BASF Building Systems Repair mortar and Epoxies) PAGE 071 813-3 CSM ENmNEEa, LLC • 1 83, SW .MONTEREY ROAD, STUART, FLORIDA 34994 PHONE (772) 220-4601 -FAX (772) •220-4603 • WWW.CSMENSINEERS.COM 5. 6. 7. 8. 9. 10. PART 3 - •\ CIVIL - STRUCTURAL - MARINE ENGINEERS, LLC Sealant primer: Sonneborn Primer 733. Sealant I Sonneborn SL-2 or Sonneborn Ultra. Deep j iint sealant: Sonneborn SL-2 or Sonneborn NP-2. Sonoshfeld 580 PLUS DC Sonoshfield 595 DC Acrvseal HS 3.1 EXAMINATION PREPARATION -- - - - - -- - - -- - — -- - - - - - - - --- A. Substrates must be sound and free of dust, dirt, laitance, paints, oils, grease, curing compounds, or any other contaminants. B. -Verify substrate has properly cured. If efflorescence is present, mechanically remove it before proceeding. For extreme cases where this is not adequate, contact Technical Service. 1_Concrete should have a minimum c_ ompressive strength- of 3,000 psi (21 MPa) and be _ cured for a minimum of 28 days or 80 percent of design strength. C. Mechanically prepare substrate to remove! previous coatings, laitance, and miscellaneous surface contamination. Shotblast surface to profile equal to International Concrete Repair Institutes CSP 3. 1. Roughenor brush blast extremely smooth surfaces to ensure good mechanical adhesion. 2.. Patch all holes and cracks before installation. D. 'Repair voids and delaminated areas with cemerititious and -epoxy patching materials. 3.3 APPLICATION — GENERAL A. - Surface-P-restrping and Detailing: 1. For nonmoving joints and cracks less than 1/16 inch (1.6 mm) wide, apply 25 wet mils _(0.6- mm) prestriping of -Sonoguard -base coat.- Apply the. base. coat to f)11_ and overlap_ the joint or crack 3 inches (76 mm) on each side. Feather the edges. Dynamic -cracks and joints over-1/16-inch (1.6mm) wide- shall be routed .to a minimum -of 1/4 inch by 1/4 inch (6 mm by 6 mm) and cleaned. Install -bond breaker tape to prevent adhesion to bottom of joint. Prime joint faces only with sealant primer and fill with sealant. Fill joints deeper than 1/4 inch (6 mm) with backer rod and deep joint sealant. For cracks, sealant shall be flush with the adjacent surface. For expansion joints, sealant shall bel slightly concave. 3. _ Sealed joints 1 inch (25 mm) or less shall be coated_ over with the deck coating system__ 4. Expansion joints exceeding 1 inch (25 mm) wide, including the primary wide expansion - joint system, shall not to be coated. PAGE 071 81 3-4 CSM ENGINEERS, LLC 1 83 SW MONTEREY ROAD, STUART, .FLORIDA 34994 i PHONE (772) 220-4601 FAX (772) 220-4603 • WWW.CSMENGINEERS.COM CIVIL STRUCTURAL MARINE fir.. V ENGINEERS, LLC 5. Where the coating system will be terminated and no wall, joint, or other break exists, cut a 1/4 i Bch by 1/4 inch (6 by 6 mm) keyway into the concrete. Fill and coat keyway as applica�on of base coat progresses. B. Metal Surfaces: 1. Remov I dust, debris, and any other contaminants from vent, drain pipe, and post penetrations; reglets; and other metal surfaces. Clean surfaces to bright metal and prime with sealant primer. Provide cant with deep joint sealant to eliminate 90 degree angles. 2. Detail cunt with primer and base coat per manufacturer requirements prior to application of deck coating system. -----3-_4__-..__.MODIFIED_ SON OGUARD-WATERPROOFING SYSTEM--. _---_---_------.:�_.. ___--_---- B. 'Apply 20 wetlmils (80sq.ft./gal.) of top coat. Immediately back roll to level the coating and while the coating is still wet, broadcast aggregate at the rate.of 50 to 60 pounds per 100 square feet or to refusal into wet top coat. Allow to cure over night. C. Remove all loose aggregate by sweeping or vacuuming the surface the next day 3.5 SONOSHIELD 580/595 DECORATIVE SYSTEM 'A. Apply Sonoshield 580 PLUS Acrylic -emulsion based colored bond coat following product data guide recommendations. B. Apply Sonoshield 595 colored -quartz -filled cementitious decorative top coat following product data guide recommendations. C. Apply Acryseal HS following product -data .guide recommendations. 3.6 PROTECTION A. Protect-syste7l from. damage during construction. B. Final curing: How 24 hours before light foot traffic and 48 hours. before heavy foot traffic END OF SECTION PAGE 071 81.3-5 CSM ENGINEERS, LLC 1 83 SW MONTEREY ROAD, STUART, FLORIDA 34994 PHONE (772) 220-4601 FAX (772) 220-4603 WWW.CSMENGINEERS.COM CIVIL- STRUCTURAL- MARINE zw: ZZ M ": ENGINEERS, LLC SECTION 081373 ALUMINUM - SLIDING GLASS DOORS PART1. GENERIAL 1.01 Submittals A Product Daia: Include construction details, material descriptions, fabrication methods, dimensions of individual components and profiles, hardware, finishes, and operating 1 Submit copy of current Miami -Dade County Department of Product Approval - "Notice of Acceptance". 2 Shop Drawings: Submit Shop Drawings showing floor plans, elevations, sections, full - a ze-details-with-dimensions and -sizes of all framing -members -Details to -include; but -are -- --- - — )tl.imi�ted to, construction of adjacent Work, air and vapor seal with adjacent.T___�__ instruction, component anchorage and locations, anchor methods, shim methods and Materials, hardware, and installation details. Shop Drawings shall be signed and sealed by Professional Engineer licensed in the State of Florida. All dimensions shall be field- fied� prior to fabrication. tructural Calculations: Shall be prepared by a licensed Engineer in the State of Florida ----. .- ----..--ands b S c- A d .F e A f A 4 ' Sama 5 , Flashi B Window a - - - requireme; C Complian( -- _ -designed-a comply wi --Florida Bu 1.02 Warra A Submit wr Form-, sign defective r 1 Warr& .1-include: - formance with ASCE 7-or wind -load analysis. - - -- -- -- - - :ion properties of framing members. lysis for framing members. ener and Anchor Analysis. lysis of glass thickness. lysis of stress in structural silicone. for Verification: For Aluminum Sliding Glass Door components required submit ,turer's standard to illustrate door construction, glass, glazing, and color. The r-reserves the right to require additional samples which show fabrication - - ies, workmanship, and design of hardware and accessories. system. Submit flashing details to Engineer for approval. l Door Frame Description: Drawings indicate size, profiles, and dimensional > of Aluminum Windows and are based on the specific system indicated. with Wind and Load Requirements: Window and Door members shall be i-sized to withstand dead loads caused by pressure -and suction of wind and shall - structural performance, air infiltration, and water penetration requirements per ling Code, and Miami -Dade County Product Approval Requirements. I --- - - --- 2 Warranty 3 Warran� 4 Warran� PART 2 PROD& 2.01 Manufa'ct - . ------ _-_ - 1-- n agreement for Aluminum Windows and Doors on Manufacturer's Standard by Manufacturer, Installer, and Contractor; agreeing to repair or replace s and components that do not comply with referenced Quality Standards. Period: To be determined under Contract in accordance with State of Florida -tirlr 71 R_?01 frnm Tlata of Cnhctantial Cmmnlatinn Period: Three (3) years -from Date of Substantial Completion. - - - Period for Metal Finishes: Five (5) years from Date of Substantial Completion. Period for Glass: Five (5) years from Date of Substantial Completion PANE 08 1 373- 1 CSM" ENGINEERS, LLC • 1 83 SW MONTEREY ROAD, STUART, FLORIDA 34994 PHONE. (772) 220-4601 FAX (772) 220-4603 • W.WW.CSMENGINEERS.COM A Available 1 products th following: 1 PGT 2 Southe 3 Windo, 4 Contini B Substitutioi CIVIL- STRUCTURAL- MARINE v V' ENGINEERS, LLC nufacturers: Subject to compliance with requirements, manufacturers offering may be incorporated into the Work include, but are not limited to, the Door Company Glass Systems 1 Engine' r will consider Substitutions for Brand Name Products Specified provided Project§ proposed are in compliance with Requirements of Specifications and are equal to or better than approved Product. --------- 2 Engineer reserves right -to reject any -Product -which -in this -opinion, -will not -produce - - 2.02 Frame A Weather -Si and virgin B Anchorage -- Licensed-i - - -------C— Clips; -and magnetic D Shims: shy 2.03 Glass A The drawn I . Lamin 2 Exteri ---.-.:...161.1( a Visil B .Glazing St 1 Glass -- - coeffi( 2.04 Fabric -'--A General: F AAMA / r -a complete B Fabricate ) internal rei to withstar C Fabricate N ind Window Unit Materials, General -ipping: Shall be double weather-stripping of water-resistant polypropylene pile 'VC vinyl in strict accordance with Miami -Dade County Product Approval. of Frames at Jambs, Heads, Sills, and Mullions: Shall comply with local building requirements and shall have Drawings prepared by a Professional Engineer the State of Florida. . kccessories: Provide clips, and Aluminum -Framed -Window accessories of non- iinless-steel, AISI Type 302, of strength to withstand design pressure indicated. l be metal or plastic only. id Glazing Materials ;s shall indicate the specific glazing for this project. ted Tinted Glass shall have a PVB interlayer as tested by Miami -Dade County Approval, total thickness to be determined by structural calculations. Glass Affecting Marine Turtle Protection: Shall comply with requirements of FS and Chapter 62B-55.006 of the "Florida Administrative Code" and shall possess e Light Transmittance of forty -five -percent (45%) or less. to be gray tinted, with 20 year non prorated warrantee. Glass to have a shading :nt of 0.53, thickness and strength per Miami -Dade County Product Approval. )ricate aluminum windows ands doors, in sizes indicated, that comply with VWDA 101I.S.2 for performance class and performance grade indicated. Include ystem assembling components and anchoring windows. uminum Door frames with reinforced corners and joints. Frame shall have Forcement as required for structural rigidity. Members shall be designed and sized dead -loads caused by pressure and suction of wind. ndows and sliding glass door panels to produce units that are reglazable without sash framing. Provide openings and mortises precut, where possible, to receive - D -Complete fabrication, assembly, finishing; hardware application, and other work to the maximum extent possible before shipment. Disassemble components only as necessary for -shipment and installation. Where necessary for fitting at site, provide ample allowance for scribing, trimming, and fitting. 2.05 Finish on Aluminum Extrusions: PAGE 081373-2 'CSM ENGINEERS, LLC 1 83 SW MONTEREY ROAD, STUART, FLORIDA 34994 PHONE (772) 2 0-4601 FAX (772) 220-4603. • WWW.CSMENGINEERS.COM • � f CIVIL STRUCTURAL MARINE % f. ENGINEERS, LLC A Application: On clean extrusions free from serious surface blemishes on exposed surfaces visible whe�1 installed product's operating vents are closed. B Coating: High performance finishes, PPG Duranar, AAMA 2604 in standard or bronze or any custom color selected by the engineer. PART 3 EXEC 3.01 Examii A Contractor B Examine o present for other built ---------------------of-work.--- debris. 2 Metal C Verify that support, an with requir 4 Shou D Prepare and vapi E , Proceed 3.02 Insti -- -A General: ASTM E Skylights history of B Providef. -1 --BEII 2 STO C -Install do flashing a written re D Set sill mE the doors. to verify all field dimensions. ;pings, substrates, structural support, anchorage, and conditions, with Installer ompliance with requirements for installation tolerance; rough opening levelness of sill plate; coordination with wall flashings, vapor retarders, and i•components; operational clearances; and other conditions affecting performance Surfaces:--V_isibl-y_dry_and -free-of-excess-mortar, -sand,-and other construction surfaces: Dry, clean, and free of grease, oil, dirt, rust, corrosion, and welding slag; : sharp edges or offsets at joints. rough openings are correctly sized -and located. Openings, substrates, structural ;horage, and conditions with Installer present shall be examined for compliance ;ments for installation tolerances, rough -opening dimensions, levelness of sill- ination with -wall flashings, vapor -retarders -and --other built-in component, clearances, and other conditions affecting performance of Work.. conditions require, Contractor shall submit a written report to the Engineer/Owner g conditions which may adversely affect the Installation. Ping to permit correct installation of frame and achievement of continuity of air arrier seal. h installation only after unsatisfactory conditions have been corrected. imply with Manufacturer's Written Instructions for installing doors, hardware, , and other components, Drawings, Shop Drawings, install in compliance with )_ 12-01 (Standard Practice for Installation of Exterior Windows, Doors, and and as specified, with skilled craftsmen who have demonstrated a successful .istalling doors for more than four years. 3hing system.. Approved products include: luid Flashing System old Flashing System s level, plumb, square, true to line, without distortion or impeding thermal anchored securely in place to structural support, and in proper relation to wall f other adjacent construction. -Should conditions require, Contractor shall submit a )rt to the Owner detailing conditions which may adversely,affect the installation. gibers in full bed of sealant, for weather -tight construction on all four (4) sides of rvithin-doors to the exterior: - - - F Metal Protection: Separate aluminum and other corrodible surfaces from sources of corrosion or electrolytic action at points of contact with other materials by complying with requirements specified in "Dissimilar Materials" Paragraph in Appendix B in AAMA NWWDA 1101'/I.S.2. PAGE O81 373-3 CSM. ENGINEERS, LLC 1 83 SW MONTEREY ROAD, STUART, FLORIDA 34994 PHONE (772) 220-46111 FAX (772) 220-4603 • WWW.CSMENSINEEPS.COM G Install peri with manu smooth. 3.03 Adjust A Clean alun coatings ai substances B Remove ai 3.04 Prot A Protect 1 ----.-:----------__operatio _._masonry other co immediE B Clean A coatings C Clean fa --- ---------germane D Remove during c E General iinmedi,- F Institute of consti damage CIVIL STRUCTURAL- MARINE ZZM ENGINEERS, LLC type sealant, backing materials, and installation requirement in accordance -r's recommendations, wipe off excess and leave exposed sealant clean and Lum surfaces promptly after installing windows. Avoid damaging protective finishes. Remove excess glazing and sealing compounds, dirt, and other d replace glass that is broken, chipped, cracked, abraded, or damaged during . period including natural causes, accidents, and/or vandalism. ion and Cleaning s surfaces from contact with contaminating substances resulting from construction In addition, monitor glass surfaces adjacent -to and -below -exterior --concrete and -- -- - taminants. If contaminating substances contact door surfaces, remove contaminants e, y according to Manufacturer's Written Recommendations. .iminum surfaces immediately after installing windows. Avoid damaging protective ind finishes. Remove excess sealants, glazing materials, dirt, and other substances. tory-glazed glass immediately after installing windows. Comply with urer's Written Recommendations for final cleaning.and maintenance. Remove non - I labels and clean surfaces. ind replace glass that has been broken, chipped, cracked, abraded, or damaged ystruction period. 'ontractor shall install "Blue Max" to exposed surfaces of glass, metal frames, etc. ely following installation of Aluminum Window assembly. ind maintain protective measures and other precautions required through remainder Iletion period to ensure that, except for normal weathering, windows will be without rdeterioration at the time of Substantial Completion. END OF SECTION 081373 PAGE 081 373-4 C5M ENGINEERS, LLC 1 83 'SW MONTEREY ROAD, STUART, FLORIDA 34994 PHONE'(772)I220-4601 • FAX (772) 220-4603 • WWW.CSMENSINEERS.COM (C� Crack Repair - 14 LF ® Rust Spot-- 0 EA ---P_ariial. Depth-Deck-Spa11= 32.=SF— _---- ----- -- ---- -- i - iI i I - i OC Crack Repair - 0 LF (R Rust Spot - 2 EA ---_..---------;✓'ar'tial-Depth-Deck-Spall-- 14 SF-----_----_-_-------------------__ C? Crack Repair - 11 LF (B) Rust Spot - 0 EA -- ---�---Partial-Depth-Deck-Spall-_1-0.4-SF-----_ _ -- ----- - -- 1 �•�� I TECHNICAL CCRI),GUIDELINES Prepared by the Technical Guidelines Committee of ICRI January 1996 (re -issued March 1995) Guide for--Su-rface�Preparatioin-for-the -------�----- Repair.of Deteriorated Concrete Resulting from Reinforcing Steel --Corrosion - Guideline No 03730 .. Copyright © 1996 International Concrete Repair Institute -b Removal Geometry `I 4 Exposing andUndercutting 1 Reinforcing Steel 0 Cleaning and Repair of Reinforcing Steel. Edgeand Surface Conditioning I Concrete R 915 916 i Y ONCRETE REPAIR MANUAL r� k approval, are worth j • Even thbiigh A gi of allowable corrosi corrosion exists.;-,. • Special caution electrical conduits o ing removals. Cutth situation. SURFACE.. PREPARATION GUIDL:�- ' Indroductloi This document is jt commentary, and revis mittee and the membeh Institute. . It was subiniit, lion for approval on Au of the respondents. I Several of the comments of the voting members, both from approval. and -those who -voted _4&inst. Ming and are reprinted below. idelinq exists for dieterniiiiingtheaniount in before replacing or supplementing a ;e-tO'coin:sult-a:-strti6tu-ri.l.-Offgiii&dt-ifany result of a process of distribution, )n by the Technical Guidelines Corn= ip,of the International Concrete Repair I to the voting members ofthe Associa- ist 1- 1989, and approved by over 95% .ould be taken to locate and avoid buried post4ensioning tendon's when perform - into either can be 'a life threatening • Undercutting the rebar should not be counted on to secure the repair structurally in -lieti of proper metho& of bonding a 7' repair to the existingis6sit-rate. -Asawcutcan and -.1/2 ,�ossiblyshouldbe.g�eater.than.the in----- _(I 3 mm) rioted, as long as the reinforcing steel -is not cut -into.- - This s document is intended as a voluntary. guideline for the owner, design prof6ssional and concrete repair contractor. Ifis not intended to relieve the professional engineer or designer of any responsibility for the specification of concrete t6pair meth- ods, materials or practices. While we believe the information contained herein represents the proper means to achieve quality results, the International Concrete Repair Institute must dis- claim any liability or responsibility to those who may choose to rely on all or any palft of this guideline. ...... . . ... I . 918 ,'CONCRETE REPAIR MANUAL �- Removal Geometry Cautfoi !Beforestartingremoyais;_revieweffeci of removals on structural integrity. Provide shor ing of member as necessary. Particular care shall be exercised at slab/beam connections to col? umns. Section Elevation Beam -or ; 77 v Elevation SectionXt 's Column — ----- --- — -- -- — — Q: Comer Slab or Wail - --Partial-Depthr Slab or Will�. I - Full Depth a f SURFACE -PREPARATION GUIM-, 919 ,-Exposing and Undercutting of -Reinforcing Steel el These details are appliclableto horizontal, vertical, and over- locations. They to by hydro- 3e'ad are also applicable removal 16molition, hydro-millingl, and electric, pneumatic or hydraulic irip9ct breakers. Remove loose or delaminated concrete abov'e 'Oioded reinforcing steel. _,Once initial removals- are made, proceed with. -."the undercutting of all exposedcorroded bars. Undercutting -'will provide clearance-for-iffiderbar-cleaning-and-fiilI bar- -circumference bonding to surrounding concrete, andwill secure the repair stAicturally. Provrde MIm'Mum 3/4. inch (19 min) cle-a"i'ance between exposed rebars and surround- conc _j/41-inch ,` .__(6`mm) argeKt*jelargest aggregate in repair liniterial, -whichever is greater. Concrete removals shall extend along the bars to loca- tions along ar the �free of bond inhibiting and d �_ell where the bar is bonded to surrounding concrete--_---_---. Ifnon-corroded is during ...'.0 reinforcing steel exposed the undercutting process, care shall be taken not to damage....—.: 7"7-L-Ahe bar's bond to concrete. If bond between surrounding .:.bar and concrete is broken, undercutting ofthe bar shall be required.. Any reinforcement which is loose sh4ll,be secured in- by tying to. other secured bars or by therapproved ,,.�,_..place Methods. • �I i I I I ' � I I I , EZIRaw S'R DDa1 BRW - - BNCONYecar ';::�LEXTERJOA EXTERIOR 0DZIII BE REPUCED OR ITVE /AEO O ©91AERIDorn ED 19E IEPIICEO '"M0" g INTERIOR ' 92G 111. 1 94' , DOOR TYPE /B I SLIDERSLZU 9o1D BE RERICED I WND LOADS 000R TrPE ID EXPPSURE: "C" PER ASCEISE17.05 WIND VELOCITY: 140 MPH 3 SEC. GUST F; - j COMPONENTS & CLADDING IMPORTANCE FACTOR:1.0 j INTERNAL PRESSURE COEFFICIENT:+/- 0.113 j ENCLOSED BUILDING DESIGN - MEAN ROOF HEIGHT=106'-0" INTERIOR BncaR GENERAL AND STRUCTURAL NOTES: O I 1. ILL" CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH THE! SUDER DOOR SLIL 6, x 9P BE R[PTA¢D 2007 FLORIDA BUILDING CODE, WITH 2O09 SUPPLEMENTS. I ODOR TYPE /D 2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS ON SITE BEFORE CONSTRUCTION HAS BEGUN. ALL OBSERVED DISCREPANCIES HALL BE REPORTED IMMEDIATELY TO THE ENGINEER. I i I I TYPICAL 'PARTIAL FLOOR PLAN SIM DOOM EO BE RERI/CED 1 SIZE 72' 1 91' DOOR TYPE IE I i I i 1 I , I I I Y AN ERKINS GATE TLOROA REGISTERED PROIESSIOHAL ENGIMFR NO. 62332 CIVIL- STRUCTURAL- MARINE ENGINEERS, LLC O THE DOW IEISBT DPlESSLY R ERES NSAER CORNOn UW CCPRUDIT AND OTHER PROPEMT RGMS. THESE RIMS AND GU - HOT TO HE REPRODUCED, OWEED. COPED. OR 43 MD TO AW I?— PARIT W RR FOCI OR UIT 6 IWATSMW m111011i TTRST OBT&W THE -D ESS WRITTEN PFRR gW AND CONSEHI OF CST1 ENGINEERS, LLC. THIS WORUT. THE MAS AND EEM WOORPORATED HEREN. AS AN L'SIRLOM OF PRDLSSICH& SORYCE. IS THE PROPERTY OT CW ENGR(M. LLC AND IS NOT TO BE USED. W eH0.E DR W PART TOR ANY OTHER PROTECT mnw THE "am AIIIDR7AION OT CSN ENGINEERS. LLC. ON DIGINE06. MC COPYRGI(I C2007 CSM ENGINEERS, LLC 1133 SW MONTEREY RD STUART. FLORIDA 34994 PHI 17721 220-4601 FX: 1772) 220.4603 W W W.C6M EN GINEER6.COM CERTIFICATE OF AUTHORIZATION: 00028263 DESIMD BY: CID DRAWN BY. CAD CMCMD BY: JAP a01 DATE 30-Oe1-1;. 1:\WM DESIGN PRESSURES SCNE- AS SHOM PROECT l: Nl- DRETT90g5 — BE 9fPSED N1 IM PILO BY THE CMTRACTM THE COHWCTOR 6 RCSPoNSBIE FOR THE COORDNAUON OF ALL OWEN$mNS, AL SOLES WOCAIEO PERIM TO 83h11- PLOTS PROTECT: MIRAMAR CONDOMINIUM WIND PRESSURE DESIGN MIRAMAR CONDOMINIUM 10000 S. OCEAN DRIVE JENSEN BEACH, FL. 772-229-1330 SHEET —BUILDING DESIGN PRESSURE S=1.0 WIND PRESSURES DOOR TYPE POSITIVE PRESSURE NEGATIVE PRESSURE FLOOR HT: (FT.) A 35 PSF I -58 PSF 8'-7" — B .35 PSF --__36 -58 PSF 8'-7" C PSF--- -- —__-63.PSF_ . 8'-7" . D 36 PSF -63 PSF 8'-7"_._._--__ E 20 PSF -65 PSF 8'-7" WIND PRESSURES DOOR TYPE POSITIVE PRESSURE NEGATIVE PRESSURE FLOOR HT. (FT.) A 37 PSF -61 PSF 17'-2' B 37 PSF -61 PSF 17'-2" C 3B PSF '-67 PSF 17'-2" D 38 PSF -67 PSF 17'-2" E 21 PSF 69 PSF 17'-2" WIND PRESSURES DOOR TYPE POSITIVE PRESSURE NEGATIVE PRESSURE FLOOR HT. (FT.) A 40 PSF -66 PSF 25%9" B 40 PSF -66 PSF 25%9" C 41 PSF -73 PSF 25'-9" D 41 PSF -73 PSF 25'-9" E 22 PSF -75 PSF 25'-9" WIND PRESSURES DOOR TYPE POSITIVE PRESSURE NEGATIVE PRESSURE FLOOR HT. (FT.) ' A 43 PSF -70 PSF 34'-4" . B 43 PSF .70 PSF 34 4" C 44 PSF -77 PSF 34'-4" D 44 PSF i -77 PSF 34'-4" E 24 PSF -79 PSF 34'-4" WIND PRESSURES DOOR TYPE POSITIVE PRESSURE I NEGATIVE PRESSURE FLOOR HT. (FT.) A 45 PSF -74 PSF 42'-11' B 45 PSF -74 PSF 42'-11" C 46 PSF -81 PSF 42'-11" D 46 PSF -81 PSF 42'-11" E 25 PSF -83 PSF 42'-11" WIND PRESSURES DOOR TYPE POSITIVE PRESSURE NEGATIVE PRESSURE FLOOR HT. (FT.) A 47 PSF -76 PSF 51'-6" B 47 PSF 1 -76 PSF 51'-6" C 48 PSF 1 -84 PSF 51'-6' D 48 PSF ,' -84 PSF E 26 PSF 1 -86 PSF WIND PRESSURES i DOOR TYPE POSITIVE PRESSURE NEGATIVE PRESSURE - 1 FLOOR HT. (FT.) A 47 PSF -76 PSF 60'-1" B 47 PSF 76 PSF 60'-1" C 48 PSF -84 PSF I 60'-1" ---D 48 PSF -84 PSF I 60'-1' E 26 PSF -86 PSF 60'-1" WIND PRESSURES DOOR TYPE POSITIVE PRESSURE NEGATIVE PRESSURE FLOOR HT. (FT.) A 48 PSF -79 PSF I 68'-8" B 48 PSF -79 PSF 1 68'-8" C 49 PSF .87 PSF I 68'-8" D 49 PSF I -87 PSF 1 68'-8" E 27 PSF -89 PSF 68'-8" WIND PRESSURES I DOOR TYPE POSITIVE PRESSURE NEGATIVE PRESSURE FLOOR HT. (FT.) A 50 PSF -82 PSF 1 77'-3" B 50 PSF -82 PSF 1 77'-3" C 51 PSF -90 PSF I 77'-3" D 51 PSF -90 PSF --I 77'-3" E 28 PSF -92 PSF 77'-3" WIND PRESSURES DOOR TYPE POSITIVE PRESSURE NEGATIVE PRESSURE FLOOR HT. (FT.) A 51 PSF -84 PSF 85'-10" B 51 PSF -84 PSF I 85'-10" C 52 PSF .: -92 PSF I 85'-10" D 52 PSF -92 PSF 1 85-10" E 28 PSF 1 -94 PSF 86-10" WIND PRESSURES DOOR TYPE POSITIVE PRESSURE NEGATIVE PRESSURE FLOOR HT. (FT.) A 52 PSF -85 PSF I 94'-6" B 52 PSF -85 PSF 1 94'-6" C 53 PSF -93 PSF 1 94'-6" D 53 PSF -93 PSF 94'-6" E 29 PSF -96 PSF I 94'-6" J Y ANN KINS DATE ROR61 REDSffAED PRIXESSNINAL ENGINEER H0. 62371 CIVIL - STRUCTURAL - MARINE ENGINEERS, LLC THE EKMR WART EXPRESSLY RESERVES IcS/KR CODYON LAW , COPXWff AND ORO PROPERTY RCIIIS. TNESE PUNS AND GRAM - NOT 'TO BE R[PIMICEDI DMGE0. COPIED. CN AS9DED TO ANY TI— PARTY IN ANY FORAI OR YNEJER RH.ATSOEYOI MTWA MST OBTAINING THE EVRESS BWTIEN MUS90N AND CONSENT OF CSN ENGINEERS. U.C. THa DOCUMENT TE IDEAS AND DM6 INCORPORATED NEREw. AS AN NSIRwUiT Or PRTESSIMAL SERVICE, a TK PROPERTY OF CSR ENGEEERS, LLC AND IS NOT TO BE USED. IN WHOE OR N PART FOR ANY OTIER PROJECT MTHO T TIE WRITTEN NIMOO7ATIM OF CSL ENGINEERS. LLC CSN ENCINS , LLC COPIWDIT C2007 CSM ENGINEERS, LLC 183 SW MONTEREY RD STUART, FLORIDA 34994 PH: (772) 220.4601 1: 1772) Z20.4603 WWW. CSMENOINEERS.CDM CERTIFICATE OFAUTMORIZATON1 00026263 DESIGNED IH: CAD 1 DRAWN BY: CAD CHECIED ITY: 3AP PLOT DAZE: 30-Oc1-,� %:\WM DESIGN PRESSURES SCALE AS SHOWN PROJECT j: CONTRACTOR IS ESP BE E FOR w THE REND BY THE CO DWENSIO RIE COJTRICIOR a RESPOJ5B7F rDR TIE mwaxAllal of Au ow[NZIGws. AM SCALES NOTED PRIM TO R5iD1- PLOTS PROJECT: MIRAMAR CONDOMINIUM WIND PRESSURE DESIGN MIRAMAR CONDOMINIUM 10000 S. OCEAN DRIVE JENSEN BEACH, FL. 772-229-1330 S EET NAME: BUILDING DESIGN PRESSURE SNEEI �: S-2.0