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Multiple adhesion tests should be performed randomly to verify proper application of primer and ensure a successful application. Detailing: All vertical -to -horizontal transitions must have a 3/4" (19.05 man) fillet of CCW LM-800XL, CCW-201 Sealant or CCW-703V Liquiseal. Allow CCW-LM-800XL to cure 1 hour, CCW-703V to cure 4 hours, CCW-201 to cure 16 hours before covering with the MiraDRl 860/861 membrane. All inside and outside corners, as well as the vertical -to - horizontal transitions, should have a minimum 9" detail strip of MIraDRI 8601861 installed prior to the field membrane of MiraDR1860/861. The MiraDRI 860/861 Membrane Strip should be centered on corners, joints, cracks and transitions. After field membrane is installed, a sealant bead of CCW LM-800XL, CCW-704, CCW-201, or CCW-703V should all be placed over all laps at the footing/wall transition extending a minimum of 9" up the wall and 9" out over the footing. Refer to the standard detail drawings for specific detail Instructions. Vertical Installation Start at the low point and work towards the high point. Remove V-8" (150-200 mm) of the release paper, and then begin applying the membrane. Press and smooth the membrane against the substrate while pulling the release paper free. Roll entire membrane and laps with a hard rubber hand roller. Install membrane with side laps overlapped a minimum of 2%2" (63 mm) and end laps a minimum of 5" (127 mm). CCW recommends that the membrane be rolled in place immediately after its placement to ensure full adhesion to the primed substrate. Apply a bead of CCW 704, CCW LM 800XL, or CCW 703V Liquiseal at terminations, cut edges, T-joints, drains, penetrations. CCW 704 Mastic should not be installed on the underside of CCW Miradri 860/861. For walls over 8' (240 cm), the membrane should be placed In lifts. Protectthe MiraDRI 860/861 membrane with the appropriate CCW MiraDRAIN drainage composite, CCW 200V/300HV Protection Course, or CCW Protection Board V. Horizontal Installation Start at the low point (establish a starting point with a chalk line if necessary) and work towards the high point in shingle fashion. Remove 2'-3' (60 —90 cm) of the release paper and apply the membrane to the substrate. Continue pulling the release paper free while pressing and smoothing the membrane against the substrate. Apply in a straight line avoiding wrinkles and over -correcting. Roll the membrane with a minimum 75-lb. (34 kg) linoleum roller. Install membrane with side laps overlapped a minimum of 2%2' (63 mm) and end laps a minimum of 5" (127 mm). Apply a bead of CCW-704 Mastic at all terminations of the membrane and T-joints. Apply a %" (19.05 mm) fillet of CCW LM 800XL, CCW 201, or CCW 703V Liquiseal in all inside corners of planter boxes, shower stalls and shower pans. Patch inadequately lapped seams and damaged areas with MiraDR1860/861 membrane covering the damaged area by a minimum. of 6" (150 mm). "Fish -mouths" and severe wrinkles should be slit, flaps overlapped and repaired as above. Protect the MiraDRI 8601861 membrane with the appropriate CCW MIraDRAIN drainage composite or CCW 300HV Protection Course. Detail Requirements: For standard installation details follow the MiraDRI 860/861 details drawings. For non-standard installation instructions contact your local CCW representative. Limitations Do not apply where membrane will be subject to continuous exposure to sunlight. The membrane should not be left exposed to direct sunlight for longerthan 14 days. Do not apply primer or membrane to a damp, frosty, frozen, or contaminated surface. Not recommended as a pond or tank liner except for between -slab applications. Do not apply over sealants containing coal tar or polysulfides. In the event of existing bitumen -modified materials, consult your CCW representative. Warnings and Hazards CCW Contact Adhesives, Mastics and Sealants may contain flammable and combustible solvents. Avoid exposure to open flame or spark. Avoid breathing vapors. Use only in areas with adequate ventilation. Refer to MSDS for important warnings and product information. SCIENCE. SERVICE. SOLUTIONS. MIRADRI® 860/861 Description CCW MiraDRI 8601861 is a self -adhering sheet membrane consisting of 56 mils (1.4 mm) of rubberized asphalt laminated to 4 mils (0.1 mm) of polyethylene to form a minimum 60-mil (1.5 mm) membrane. The combination of these two excellent waterproofing materials provides a high-performance, extremely durable waterproofing barrier. MIraDRI 860/861 is suitable for installations where the ambient temperature is 40OF (4.4°C) or above. MiraDRI 860-861 can be used for applications between 25°F (-3.9°C) and 40OF (4.4°C) If the product is stored in a heated area until use and the laps are treated with CCW contact adhesive. MiraDRI 860/861 membrane is used for vertical and horizontal waterproofing on structural foundation walls and decks. Below -grade foundation walls, tunnels, split slabs, plaza decks and parking decks are all areas where MiraDRI 860/861 may be applied. MiraDRI 860/861 also may be used in interior areas such as mechanical rooms, laboratories, kitchens and bathrooms. MiraDRI 860/861 should be covered with either CCW 200V/300HV Protection Course, CCW Protection Board, or CCW MiraDRAINO drainage composites. Installation Temperature: Typical installation of MiraDRI 860/861 can be performed when ambient and substrate temperatures are 40°F and above. Installations below 40°F are best addressed with MiraDRI 860 LILT (ultra low temperature adhesive formula). However, installation between 25OF - 40OF may be performed if the MiraDRI 860/8611s stored in a heated area until use and the laps are treated with CCW contact adhesive. Consult your local CCW Technical Representative and the MiraDRI 860 LILT product data sheet for further information. Preparation: Do not apply MiraDRl 860/861 to frozen or wet substrates. The membrane should not be left exposed to direct sunlight for longer than 14 days. MiraDRI 860/861 can be applied to concrete, metal, wood, insulated wall systems or masonry surfaces. All substrates must be clean, dry and free of surface irregularities. Concrete Substrates: Structural concrete must be cured a minimum of 7 days and lightweight structural concrete must cure a minimum of 14 days before the application of MiraDRI 860/861. Repair surfaces that are not structurally sound or have voids, protrusions, rough spelled areas, loose aggregate or exposed course aggregate. Any voids exceeding 1/4" i COAT/NOS 6 WATERPROOF/NG in width should be filled with latex Portland cement, concrete or epoxy concrete and troweled smooth to match the existing surface. Protrusions and other rough areas should be broken off and patched as above. CCW LM 800XL, CCW 201, or CCW 703V may be used to fill small voids, honeycombs or bug holes. Masonry Substrate: Apply MiraDRI 860/861 waterproofing over concrete block with smooth trowel -cut mortar joints or rough surfaces prepared with a parge coat. Allow the parge coat to dry before priming and installing the MiraDRI 860/861 waterproofing membrane. Chemical Additives: Concrete shall be cured by water curing method. Any curing compounds mustbe of the pure sodium silicate type or clear resin -based materials without waxes, oils or pigments and be approved by the Carlisle representative. Form release agents must not transfer to the concrete. Remove forms as soon as possible from below horizontal slabs to prevent entrapment of excess moisture. Excess moisture may lead to blistering of the membrane. Curing compounds or form release agents _ that adversely affect theadherence of the MiraDRI 860/861 waterproofing membrane must be removed from the substrate prior to application. Priming: All concrete, metal, masonry, wood and sheathing substrates require CCW Contact Adhesive. Insulated concrete forms require a water -based CCW Contact Adhesive. Carlisle Coatings & Waterproofing recommends an adhesion test of the MIraDRI 860/861 on any bare substrate to verify proper adhesion. Apply the appropriate CCW Contact Adhesive at the specified coverage rate. Apply Contact Adhesive with a lambswool roller, brush or spray apparatus. Allow Contact Adhesive to dry for a minimum of 30 minutes. The CCW Contact Adhesive will dry to a tacky finish. Areas primed with a CCW Contact Adhesive but not covered with MiraDRI 860/861 within the same day must be re -primed. When installing CCW sheet membranes and sheet flashings over gyp - sheathing with glass -mat facers, coverage rates for contact adhesives and primers will depend on the porosity and texture of the sheathing and will vary substantially by gypsum -sheathing brand and manufacturer. To achieve consistent contact adhesive and/or primer coverage with adequate tack, it may be necessary to decrease the coverage rate (i.e. increase the amount applied) of the contact adhesive and/or primer and/ or the application of multiple coats. CCW Contact adhesives and primers shall be allowed to dry completely (lower temperatures will extend drying time) before additional coats are applied or membrane installed. Caution should be taken as contact adhesives and/or primers applied to Carlisle Coatings & Waterproofing 900 Hensley Lane I Wylie, TX 75098 1 800.527.7092 1 www.carlisleccw.com i COAT/NOS @ WgTERPA00F/N[3 Packaging Typical Properties • rt CCW MiraDRl 860/861 36" wide x 67' roll (200 fta) 25 rolls/pallet (5000 fta) Color ---�_ — CCW-702LV VOC-Compliant Solvent Base Weight =80lb/roll (approx.) Thickness ASTM D3767 Contact Adhesive 5-gallon pails (45 pails/pallet) Tensile (Membrane) ASTM D412 CCW-702WB Water Base Contact Adhesive 5-gallon pails (45 pails/pallet ) Tensile (Film) ASTM D882 CCW-AWP Water Base Contact Adhesive 1- -- gallon pails (100 pails/pallet) 5-gallon Elongation Permeance ASTM D412 CCW-702 Solvent Base Contact Adhesive pails (45 pails/pallet) 5-gallon pails (45 pails/pallet) Low Temp. Flexibility' ASTM E96 ASTM D1970 CCW-715 Damp Concrete Contact Adhesive 5-gallon pails (45 pails/pallet) Crack Cycling2 ASTM C836 CCW-704 Mastic and CCW LM-800XL 30-oz. Of. Tube (12 tubes/carton) Peel Strength ASTM D903 CCW-703V Liquiseal 5-gallon pails (45 pails/pallet) Lap Adhesion ASTM 01876 3.5-gal Part A/o.5-gal Part B (4 (451bs/unit) Puncture Resistance ASTM E154 CCW-LM-800XL 5-gallon (19-liter) pails Soil Burial at 16 was GSA -PBS 07121 CCW-201 29-oz. (822-kg) tubes, 12 per box Water Absorption ASTM 0570 1.5-gallon kit (in 2-gallon pail) Hydrostatic Head ASTM D5385 Standards ' 18g deg bend over a 1"(25 mm) mantlrel at-45-F(-43"C) Teo cycles at-25'F(-32'C) CCW MiraDRI 860/861 meets the applicable requirements of: — GSA; PBS PCD 07121 — USN;NAVFAC TS-07111 — VA;H-08-1 — Federal Construction Guide Specs; FCGS-07111 — Corps of Engineers; LEGS-07111-3-82 — UL 790, Class A — LA Research Report Number 25094L K sirm.ededn 60lb (min) Na effect 0.1 % by set 230 ft SCIENCE. SERVICE. SOLUTIONS. MIRADRI 860/861 Limited Warranty Carlisle Coatings & Waterproofing Incorporated (Carlisle) warrants this product to be free of defects in workmanship and materials only at the time of shipment from our factory. If any Carlisle materials prove to contain manufacturing defects that substantially affect their performance, Carlisle will, at its option, replace the materials or refund Its purchase price. This limited warranty is the only warranty extended by Carlisle with respect to its materials. There are no other warranties, including the implied warranties of merchantability and fitness for a particular purpose. Carlisle specifically disclaims liability for any incidental, consequential, or other damages, including but not limited to, loss of profits or damages to a structure or its contents, arising under any theory of law whatsoever. The dollar value of Carlisle's liability and buyer's remedy under this limited warranty shall not exceed the purchase price of the Carlisle material in question. COAT/NG9 6 1NATERPROOF/NG Carlisle Coatings & Waterproofing 900 Hensley Lane I Wylie, TX 75098 1 800.527.7092 I www.carlisleccw.com Carlisle, Mlra0m slid MirsDRAIN are haaamarxa of tamale. 09.14,17 ® 2017 Carlisle. REPRINT CODE: 601403- MIRAORI 860,61Te°hriaal Data Sheet NOTES: 1- LOCATE STEEL BEAM FLANGE AT BACKSIDE OF THE WALL (PER ARCH) STL BEAM SHALL BE EPDXY PAINTED BEFORE INSTALLING AND POURING CONCRETE 2-ALTERNATE MATERIAL REQUEST FORM WILL BE SUBMITEDTO THE CITY OF NEWPORT BEACH FOR APPROVAL (AISC 360, SECTION B13) 3-MAINTAIN 2" MU1. CLEAR BETWEEN NOWCONTACT LAPPED REINF. STEEL NOTES: 1. ALTERNATE MATERIAL REQUEST FORM WILL BE SUBMITTED TO THE CITY OF NEWPORT BEACH FOR APPROVAL - PROPERTY LINE (WHERE OCCURS),ALLCONSTRUCTION -` WILL BE ON SUBJECT PROPERTY. "A992' WIDE FLANGE BEAM,. PER PLAN MIRADRI 660 WATERPROOFIN( MEMBRANE OR EQUIVALENT APPLY PER MANUFACTURER'S SPECIFICATIONS 06 @ B" O.C. LAP PER SCHEDULE DRILL 314" 0 MACROPDXY 646-100 COATING SHALL BE APPLIED TO EXPOSED PORTION OF SOLDIER BEAMS AND PROTECTED DURING OONSTRUCTIN J� PILE BELOW PRESSURE TREATED WOOD BEAM LAGGING PER PLAN VERT. #4 @ 12" Q.C. HORIZ. #6 @ B" O.C. 61X6"-#10)W10 WWM L=3(Y SHOTCRETE MIN. 2" COVER OVER STEEL BEAM PERMANENT SHORING Wl SH©TCRETE WALL l A' Protective Marine Coatings MACROPDXY® 646-100 FAST CURE EPDXY PART A B58-620 SERIES PART B B58V620 HARDENER Revised: October23 2020 PRODUCT INFORMATION A90 PRODUCT DESCRIPTION MACROPDXY 646-100 FAST CURE EPDXY is a high solids, less than 100 g/L VOC, high build, fast drying, polyamide epoxy designed to protect steel and concrete in industrial exposures. Ideal for maintenance painting and fabrication shop applications. The high solids content ensures adequate protection of sharp edges, corners, and welds. This product can be applied directly to marginally prepared steel surfaces. • <100 g/L VOC • Chemical resistant • Low odor • Abrasion resistant • Outstanding application properties PRODUCT CHARACTERIST/CS Finish: Semi -Gloss Color: - Mill White and a wide range of colors available through tinting Volume Solids: 73% 3 2%, mixed Mill White Weight Solids: 83% f 2%, mixed Mill White VOC (EPA Method 24): - Unreduced: <100 g/L; .83 lb/gal mixed Reduced 10%: <100 g/L; .83lb/gal Mix Ratio: 1:1 by volume Recommended Spreading Rate per coat: Minimum Maximum Wet mils (microns) 7.0 (175) 13.5 (338) Dry mils (microns) - 5.0* (125)* 10.0* (250)* —Coverage sq ft/gal (m'/L) 116 (2.8) 232 (5.7) Theoretical coverage sq R/gal (m2/L) @ 1 mil / 25 microns dft 1168 (28.6) NOTE: Brush or roll application may require multiple coats to achieve maximum film thickness and uniformity of appearance. *May be applied at 3.0-10.0 mils (75-250 microns) dft in a multi - coat system. Refer to Recommended. Systems and Performance r. ce.,..--- D_rvina Schedule 0 7.0 mils Wet (175 microns), @40°F/4.6-C @ 77°FI25-C @ 100°FI38-C 50% RH To touch: 4-5 hours 2 hours 1.5 hours To handle: 48 hours 8 hours 4.5 hours To recoat: minimum: 48 hours 8 hours 4.5 hours maximum: 1 year 1 year 1 year Cure for service: 10 days 7 days 4 days immersion: 14 days 7 days 4 days f maximum recoat time is exceeded, abrade surface before recoating. Drying time is temperature, humidity, and film thickness dependent. Pot Life: 10 hours 4 hours 2 hours Sweat -in -time: 30 minutes 30 minutes 15 minutes j Shelf Life: 36 months, unopened Store indoors at 40T (4.5°C) to 100•F (38-C). Flash Point: 61 T (16-C), PMCC, mixed Reducer/Clean Up: Reducer R7K111 or Oxsol 100 RECOMMENDED USES • Marine applications • Fabrication shops • Refineries • Pulp and paper mills • Chemical plants • Power plants • Tank exteriors • Offshore platforms • Water treatment plants • Mill White is acceptable for immersion use for salt water and fresh water • Not acceptable for potable water • Suitable for use in USDA inspected facilities • Acceptable for use in Canadian Food Processing facilities, categories: D3 (Confirm acceptance of specific part numbers/vexes with your SW Sales Representative) • Conforms to AWWA D102 OCS#5 • Approved with FIRETEX hydrocarbon coatings PERFORMANCE CHARACTERISTICS Substrate*: Steel Surface Preparation*: SSPC-SP10/NACE 2 System Tested*: 1 ct. Macropoxy 646-100 Fast Cure @ 6.0 mils (150 microns) dft *unless otherwise noted below Test Name Test Method Results Epoxy coatings may darken or discolor following application and curing. FaQ#70 'Zinc Clad/1 Plus Primer www.sherwin-williams.com/protective continued on back Protective Marine Coatings =t RECOMMENDED SYSTEMS Dry Film Thickness / ct. MU r n Immersion and atmospheric: MACROPDXY® 646-100 FAST CURE EPDXY Steel: 2 cts. Macropoxy 646-100 5.0-10.0 (125-250) ConcretelMasonry, smooth: 2 cts. Macropoxy 646-100 5.0-10.0 (125-250) Concrete Block: 1 ct. Kern Cati-Coat HIS Epoxy Filler/Sealer 10.0-20.0 (250-500) as needed to fill voids and provide a continuous substrate. 2 cts.- Macropoxy 646-100 - - 5.0-10.0— (125-250) Atmospheric: *Steel: (Shop applied system, new construction, AW WA D102, can also be used at 3 mils (75 microns) dft when used as part of a multi -coat system) 1 ct. Macropoxy 646-100 Fast Cure Epoxy 3.0-6.0 (75-150) 1-2 cts. of recommended topcoat Steel: 1 ct. Recoatable Epoxy Primer 4.0-6.0 (100-150) 2 cts. Macropoxy 646-100 5.0-10.0 (125-250) Steel: 1 ct. Macropoxy 646-100 3.0-10.0 (75-250) 1-2 cts. Acrolon 218 Polyurethane 3.0-6.0 (75-150) or Hi -Solids Polyurethane 3.0-5.0 (75-125) or SherThane 2K Urethane 2.0-4.0 (50-100) Steel: 2 cts. Macropoxy 646-100 5.0-10.0 (125-250) 1-2 cis. Tile -Clad HIS Epoxy 2.5-4.0 (63-100) Steel: 1 ct. Zinc Clad II Plus 3.0-6.0 (75-150) 1 ct. Macropoxy 646-100 3.0-10.0 (75-250) 1-2 cts. Acrolon 218 Polyurethane 3.0-6.0 (75-150) Aluminum: 2 cts. Macropoxy 646-100 5.0-10.0 (125-250) Galvanizing: 2 cts. Macropoxy 646-100 5.0-10.0 (125-250) The systems listed above are representative of the product's use, other systems may be appropriate. DISCLAIMER The information and recommendations set forth in this Product Data Sheet are based upon tests conducted by or on behalf of The Sherwin-Williams Company. Such information and recommendations set forth herein are subject to change and pertain to the product offered at the time of publication. Consult your Sherwin- Williams representative to obtain the most recent Product Data Information and Application Bulletin. PART A B68-620 SERIES PART B B68V620 HARDENER SURFACE PREPARATION Surface must be clean, dry, and in sound Condition. Remove all oil, dust, grease, tlirt, loose rust, and other foreign material to ensure adequate adhesion. Refer to product Application Bulletin for detailed surface preparation information. Minimum recommended surface preparation: Iron & Steel Atmospheric: SSPC-SP2/3 Immersion: SSPCSP10/NACE 2,2-3 mil(50-75 micron) profile Aluminum: SSPC-SP1 Galvanizing: SSPC-SP1 Concrete & Masonry Atmospheric: SSPC-SP13/NACE 6, or ICRI No. 310.2R, CSP 1-3 Immersion: SSPC-SP13/NACE 6-4.3.1 or 4.3.2, or ICRI No. 310.2R, CSP 1-3 Ductile Iron Pipe: Atmospheric: NAPF 500-03-03 Power Tool Cleaning Buried & Immersion: NAPF 500-03-04 Abrasive Blast Cleaning Cast Ductile Iron Fittings: NAPF 500-03-05 Abrasive Blast Cleaning Surface Preparation Standards Condition of 1808601-1 Surface BS7079:A1 SSPC NACE White Metal Be 3 SP 5 1 Near While Metal Be 2.5 SP 10 2 Commercial Blast Sa 2 SP e 3 Brush -Off Blast Sal SP 7 4 Hand Tool Cleaning Rusletl C St 2 SP 2 pit & Rusted D St 2 SP 2 Power Tool Cleaning pjr td K R t d St 3 Sp 3 TINTING Tint PartAwith Maxitoners at 150%strength. Five minutes minimum mixing on a mechanical shaker is required for complete mixing of color. Tinting is not recommended for immersion service. APPLICATION CONDITIONS Temperature: 407 (4.5°C) minimum, 1407 (60°C) maximum (air, surface, and material) At least 5"F (2.8°C) above dew point Relative humidity: 85% maximum Refer to product Application Bulletin for detailed application information ORDERING `INFORMATION Packaging:Part A: 1 allon(( )) (( )) ainers Part B: 1 gallon (3.78L) and 5 gallon (18.9L) containers Weight: 13.24 t 0.2 lb/gal ; 1.6 Kg/L mixed, may vary by color SAFETY PRECAUTIONS Refer to the SDS sheet before use. Published technical data and instructions are subject to change without notice. Contact your Sherwin-Williams representative for additional technical data and instructions. WARRANTY The Sherwin-Williams Company warrants our products to be free of manufactur- ing defects in accord with applicable Sherwin-Williams quality control procedures. Liability for products proven defective, if any, is limited to replacement of the defec- tive product or the refund of the purchase price paid for the defective product as determined by Sherwin-Williams. NO OTHER WARRANTY OR GUARANTEE OF ANY KIND IS MADE BY SHERWIN-WILLIAMS, EXPRESSED OR IMPLIED, STATUTORY, BY OPERATION OF LAW OR OTHERWISE, INCLUDING MER- CHANTABILITYAND FITNESS FORA PARTICULAR PURPOSE, www.sherwin-williams.com/protective Protective MACROPDXY® 646-100 & FAST CURE EPDXY Marine Coatings PART B58-620 SERIES PART B 1368V620 HARDENER "23,2020 APPLICATION BULLETIN 452 "SURFACE PREPARATIONS Surface must be clean, dry, and in sound condition. Remove all oil, dust, grease, dirt, loose rust, and other foreign material to ensure adequate adhesion. Iron & Steel, Atmospheric Service: Minimum surface preparation is Hand Tool Clean per SSPC-SP2. Remove all oil and grease from surface by Solvent Cleaningg pper SSPC-SP1. For better performance, use Commercial Blast Cleaning per SSPC-SP6/NACE 3, blast clean all surfaces using a sharp, angular abrasive for optimum surface profile (2 mils / 50 microns). Prime any bare steel within 8 hours or before flash rusting occurs. Carbon Steel, Immersion Service: Clean and degrease the surface prior to abrasive blasting per SSPC-SP 1 Solvent Cleaning. Methods described in SSPC-SP 1 include solvents, alkali deterrggent/wa- ter, emulsions, and steam. The surface shall be abrasive blasted to $SPC-SP10/ NACE No. 2 Near -White Blast Cleaning with a 2-3 mil (50-75 micron) profile. The anchor pattern shall be sharp with no evidence of a polished surface. The finished surface shall be free of all visible oil, grease, dust, dirt, mill scale, rust, coating, oxides, corrosion products, and other foreign matter with no more than 5%stain- ing. After blasting, all dust and loose residue should be removed from the surface by acceptable means. Coat steel the same day as it is prepared and prior to the formation of rust. Ductile Iron Pipe, Atmospheric Service: Minimum surface preparation is Power Tool Clean per NAPF 500-03-03. Remove all oil and grease from surface by Solvent Cleaning per NAPF 500-03-01. - - Ductile Iron Pipe, Buried and Immersion Service: - ---. - Minimum surface preparation is Abrasive Blast Cleaning per NAPF 500-03-04. Ductile iron pipe external surfaces, in some cases, can be damaged by excessive abrasive blasf cleaning beyond this standard. Remove all oil and grease from surface by Solvent Cleaning per NAPF 500-03-01. Ductile Iron Fittings: Minimum surface preparation is Abrasive Blast Cleaning of Cast Ductile Imn Fittings per NAPF 500-03-05. Remove all all and grease from surface by Solvent Cleaning per NAPF 500-03-01. Aluminum Remove all oil, grease, dirt, oxide and other foreign material by Solvent Cleaning per SSPC-SP1. _ Galvanized Steel Allow to weather a minimum of six months prior to coating. Solvent Clean per SSPC- SPt (recommended solvent is VM&P Naphtha). Wtien weathering is not possible, or the surface has been treated with chromates or silicates, first Solvent Clean per SSPC-SP1 and apply a test patch. Allow paint to dry at least one week before testing adhesion. If adhesion is poor, brush blasting per SSPC-SP7 is necessary to remove these treatments. Rusty galvanizing requires a minimum of Hand Tool Cleaning per SSPC-SP2, prime the area the same day as cleaned. Concrete and Masonry For surface preparation, refer to SSPC-SP13/NACE 6, or ICRI No. 310.2R, CSP 1-3. Surfaces should be thoroughly clean and dry. Concrete and mortar must be cured at least 28 days [N 75°F (24°C). Remove all loose mortar and foreign material. Surface must be free o laitance, concrete dust, dirt, form release agents, moisture curing membranes, loose cement and hardeners. Fill bug holes, air pockets and other voids with Steel -Seam FT910. Follow the standard methods listed below when applicable: ASTM D4258 Standard Practice for Cleaning Concrete. ASTM D4259 Standard Practice for Abrading Concrete. ASTM D4260 Standard Practice for Etching Concrete. ASTM F1869 Standard Test Method for Measuring Moisture Vapor Emission Rate of Concrete. SSPC-SP 13/Nace 6 Surface Preparation of Concrete. ICRI No. 310.2R Concrete Surface Preparation. Concrete, Immersion Service: For surface pprepparation, refer to SSPC-SP13/NACE 6, Section 4.3.1 or 1.3.2 or ICRI No. 310.2R, CSP 1-3. Previous) Painted Surfaces: If in soundycondition, clean the surface of all foreign material. Scarify the surface to create the desired surface profile. Apply coatings on a test area, allowing paint to dry one week before testing adhesion. If adhesion is poor, or if this product attacks the previous finish, removal of the previous coating may be necessary. Surface Preparation Standards Condition of ISO R-01.1 Surface BS7079:A1 SSPC NACE White Metal Be 3 SP 5 1 Near white Metal Be 2.5 SP 10 2 Commercial Blast Be 2 SP 6 3 Brush -Off Blast Be 1 SP 7 4 Hand Tool Cleaning Rusted C St 2 SP 2 - Pitted & Rusted D St 2 SP 2 Power Tool Cleaning RustedC St 3 SP 3 - plus R R �xtetl fl St 3 SP n APPLICATION CONDITIONS Temperature: 40°F (4.5°C) minimum, 140OF (60°C) maximum (air, surface, and material) At least 5°F (2.8"C) above dew point Relative humidity: 85% maximum APPLICATION EQUIPMENT The following is a guide. Changes in pressures and tip sizes may be needed for proper spray characteristics. Always purge spray equipment before use with listed reducer. Any reduction must be compliant with existing VOC regulations and compatible with the existing environmental and application conditions. Reducer/Clean Up ...........Reducer R7K111 or Oxsol 100 Airless Spray Pump .............................. 30:1 Pressure .........................2800 - 3000 psi Hose...............................114" ID Tip...................................01 T' - .02311 Filter...............................60 mesh Reduction .......................As needed up to 10% by volume Conventional Spray Gun................................DeVilbiss MBC-510 Fluid Tip ......................... E Air Nozzle .......................704 Atomization Pressure ..... 60-65 psi Fluid Pressure................10-20 psi Reduction .......................As needed up to 10% by volume Requires oil and moisture separators Brush Brush .............................. Nylon/Polyester or Natural Bristle Reduction ....................... Not recommended Roller Cover.............................3/8" woven with solvent resistant core Reduction ....................... Not recommended If specific application equipment is not listed above, equivalent equipment may be substituted. www.sherwin-williams.com/protective on back Protective Marine Coatings APPLICATION PROCEDURES Surface preparation must be completed as indicated. MACROPDXY° 646-100 Mix contents of each component thoroughly with low speed power agitation. Make certain no pigment remains on the bottom of the can. Then combine one part byy volume of Part A with one part by volume of Part B. Thoroughly agitate the mixture with power Station. Allow the material fo sweat -in as indicated prior to ap- plication. Re -stir before using. If reducer solvent is used add only after both components have been thoroughly mixed, after sweat -in. Apply paint at the recommended film thickness and spreading rate as indicated below: Recommended Soreadina Rate per coat: Minimum Maximum Wet mils (microns) 7.0 (175) 13.6 (338 Dry mils (microns) — -- - 5.0` (125) 10.0- (250 —Coverage sq ft/gal (m2/L) 116 (2.8) 232 (5.7; Theoretical coverage sq filgal 1168 (28.6) (m2/L) @ 1 mil / 25 microns dft NOTE: Brush or roll application may require multiple coats to achieve maximum film thickness and uniformity of appearance. `May be applied at 3.0-10.0 mils (75-250 microns) dft in a multi - coat system. Refer to Recommended Systems and Performance Drvina Schedule 0 7.0 mils wet (175 microns): @ 40-F/4.6-C @ 77-F/25°C @ 100°F/38-C 50% RH To touch: 4-5 hours 2 hours 1.5 hours To handle: 48 hours 8 hours 4.5 hours To recoat: minimum: 48 hours 8 hours 4.5 hours maximum: 1 year 1 year 1 year Cure for service: 10 days 7 days 4 days immersion: 14 days 7 days 4 days If maximum recoat time is exceeded, abrade surface before recoating. Drying time is temperature, humidity, and film thickness dependent. Pot Life: 10 hours 4 hours 2 hours Sweat -in -time: 30 minutes 30 minutes 15 minutes Application of coating. above maximum or below minimum recommended spreading rate may adversely affect coating performance. CLEAN UP INSTRUCTIONS Clean wills and spatters immediately with Reducer R7K111 or Oxsol100 CleantoolsimmediatelyafterusewithReduo rR71<111 or Oxsol100. Follow manufacturer's safety recommendations when using any solvent. DISCLAIMER The information and recommendations set forth in this Product Data Sheet are based upon tests conducted by or on behalf of The Sherwin-Williams Company. Such information and recommendations set forth herein are subject to change and pertain to the product offered at the time of publication. Consult your Sherwin- Williams representative to obtain the most recent Product Data Information and Aoolication Bulletin. FAST CURE EPDXY PART A B68-620 SERIES PART B B58V620 HARDENER BULLETIN 4.52 PERFORMANCE TIPS ' Stripe coat all crevices, welds, and sharp angles to prevent early failure in these areas. When using spray application, use a 50% overlap with each pass of the gun to avoid holidays, bare areas, and pinholes. If necessary, cross spray at a right angle Spreading rates are calculated on volume solids and do not include an application loss factor due to surface profile, roughness or porosity of the surface, skill and technique of the applicator, method of application, various surface irregularities, material lost during mixing, spillage, overthinning, climatic conditions, and excessive film build. Excessive reduction of material can affect film build, appearance, and adhesion. Do not mix previously catalyzed material with new. Do not apply the material beyond recommended pot life. In orderto avoid blockage of sprayequipment, clean equipment before use or before periods of extended downtime with Reducer R7K111 or Oxsol 100. Insufficient ventilation, incomplete mixing, miscatalyzation, and external heaters may cause premature yellowing. Excessive film build, poor ventilation, and cool temperatures may cause solvent entrapment and premature coating failure. Tinting is not recommended for immersion service. Use only Mil White for immersion service. Quik-Kick Epoxy Accelerator is acceptable for use. See data page 4.99 for details. Application of coating above maximum or below minimum recommended spreading rate may adversely affect coating performance. For Immersion Service: (if required) Holiday test in accordance with ASTM D5162 for steel, or ASTM D4787 for concrete. When coating over steel in a zinc/epoxy/epoxy, or epoxy/epoxy/epoxy system, Macropoxy 646-100 must be applied at a minimum dft of 3.0 mils per coat. Acceptable for Concrete Floors. Refer to Product Information sheet for additional performance charac- teristics and properties. SAFETY PRECAUTIONS Refer to the SIDS sheet before use. Published technical data and instructions are subject to change without notice. Contact your Sherwin-Williams representative for additional technical data and instructions. WARRANTY The Sherwin-Williams Company warrants our productsto be free of manufacturing defects in accord with applicable Sherwin-Williams quality control procedures. Liability for products proven defective, if any, is limited to replacement of the de- fective product or the refund of the purchase price paid for the defective product as determined by Sherwin-Williams. NO OTHER WARRANTY OR GUARANTEE OF ANY KIND IS MADE BY SHERWIN-WILLIAMS, EXPRESSED OR IMPLIED, STATUTORY, BY OPERATION OF LAW OR OTHERWISE, INCLUDING MER- CHANTABILITYAND FITNESS FORA PARTICULAR PURPOSE. www.sherwin-williams.com/protective SHORING PILE/GRADE BEAM & REINFORCEMENT TABLE SYMBOLS LEGEND PILE NVM NIt PIIE nee I..Ic' PE3AIN unouT 5T EMRS ONIAGGING OIP. BELOW IXEGAApE xnW Rp11121IAIEEIUGML ZONE 61 Sp.®I3" ppL13nNE[ CB EOd Wilp33 1301pE p9 QD1' pip' MI3OEIp1 l^l� l"l'� ,sG m Tn II31 pc p.01 p.N13" n. �.• a3iNEu3 I� L 1 � i--I —---n II L _ JLJL-1LJEJu P A% III I� -_ — I Poplar DTxEU PEx SEPRPgTED PEPMIT POOP EDVnxe _= INI.on.o WNMUEW L WOOONGOING I-i1 1 sxaRlxGPUEaaEELeum iPx NVMREfl OETPIt xerrxumeen Cleft- R_E_ N Core Structure, Inc. 23192 Plaza Pointe Dr. Suite k145 Laguna Hills, CA 92653 Phone: 949-954-9244 into@corestructxre.com LLI Z W °$ a� Ln Ill a z LLJ .. U 1 ¢ ¢ a o REVISIONS 1EET NAME: TE WALL PLAN IOIECT NUMBER: 1190 :SIGNER: PROJECT MANAGER, TN TH OT-U—' 109/2022 EET NUMBER: 1.0 P PA LALOSXA PERMIT IS REQUIRED FOR EXCAVATIONS DEEPER THANS'AM. FOR SNORING ANGER UNDERPINNING. ? LICENSED SURVEYOR SHALL PROVIDE MONITORING OF SHORING ELEMENTS AND IMPROVEMENTS ON ADJACENT PROPERTIES, AND SUBMIT DAILY REPORTS TO SHORING DESIGN ENGINEER AND CITY BUILDING INSPECTOR DURING EXCAVATION AND SHORING, AND ON A ME HLY BASI STHEREAFTER.MEREDEWATERINGIG REQUIRED, MONITORING SHALL CONTINUE UNTIL DE WATERING IS COMPLETED, S.CONTRACTOR 6 HALL NOTIFY ADJACENT PROPERTY OWNERS BY CERTIFIED MAIL 30 DAYS PRIOR TO STARTING THE SNORING OR EXCAVATION WORK l FOR THE PURPOSE OF PILE LOGS, DEPTH, SOIL CLASSIFICATION, IN LIEU OF SPECIAL INSPECTION BY DEPUTY BUILDING INSPECTOR, SOILS ENGINEER SHALL PROVIDE CONTINUOUS INSPECTIONS DURING SNOW NG AND EXCAVATION OPERATIONS, AND DURING REMOVAL OF SHORING IF APPLICABLE SPECIAL INSPECTIONS BY DEPUTY INSPECTOR IS REQUIRED FOR THE STEEL CAGE OR PLACEMENT OF REINFORCING STEEL IN CONCRETE PILES OR CAISSON. ALL COMPONENTS OF SHORING SHALL HAVE CORROSION PROTECTION OR PRESERVATIVE TREATMENT FOR THEIR EXPECTED DURATION. 6TEELSOLOIER PILES, INSTALLED AS A PERMANENT SUPPORT COMPONENT OF RETAINING WALL CONSTRUCTION, SHALL BE PROTECTED FROM EXPOSURE TO EARTH BY T CONCRETE COVER, ALTERNATE METHODS OF PROTECTING STEEL FLANGE FROM CORROSION REQUIRE SUBMITTAL OF A REQUEST FOR ALTER RATE MATERIALS AND METHODS OF CONSTRUCTION MATH 5UPPORTING DOCUMENTS INCLUDING REDUCED SIZE SHORING PLAN, SOLDIER BEAM DETAIL, PRODUCT MANUFACTURERS INSTALLATIONS AND SPECIFICATIONS, PRODUCT LISTING OR EVPLUATION REPORT.AHD OELAIL SH.NG HOW APPLIED MATERIAL ART BE PROTECTED FROM MADE DURING LAGGING INSTALLATION. 1-DRILL BORING HOLES NTH MIN. REQUIRED DIAMETER TO THE EMBEDMENT DEPTH SELOWNATURAL GRADE PER SCHEDULE. GSET STEEL BEAMS AND CAISSON REINFORCING STEEL INTO HOLES PER SCHEDULE AND REFERENCED DETAILS. 1 POUR MIN. ODD PSI CONCRETE INTO CAISSON BORINGS TO BOTTOM OF REQUIRED ELEVATION PER REFERENCED DETAILS. FILL REMAINDER OF BORING SACK SLURRY. 6 EXCAVATE INK 4FT AND PLACE PLACE LAGGING PER DETAILS SCHEDULE. [OVERDID. VOID BEHIND LAGGING G-SACK SLURRYI. S PLACE WATERPROOFING MEMBRANES PER MANUFACTURERS SPECIFICATIONS. WALLS MERE REQUIRED. PERMANENT OBSERVED BY THE PROJECT &DRILL OVERSIZED HOLE INTO THE STEEL BEAM FOR GRACE BEAMAMALL NOR.REBAR HORIZONTAL AND VERTICAL SOUL. LREBAR PER CORRESPONDING WALL DETAILS. WALLS CAN BE POURED OR SHOTCRETE. &TORCH PORTION OF STEEL BEAM PROTRUDING OUT OF INNER FACE OF THE WALL AFTER CONCRETE GAIN COMPRESSIVE STRENGTH At)OF MWD PSI. 10. AFTER LAGGING INSTALLATION, VOIDS BEM"EN LAGGING AND SOIL SMALL BE BACKFILLED IMMEDIATELY TO FULL HEIGHT OF LAGGING BY AN APPROVED SLURRY MIX HAVING ENOUGH STRENGTH AND STIFFNESS TO SUPPORT ACTIVE SOIL PRESSURES. CONCRETE AND REINFORCING STEEL 1. ALL CONCR ETE SHALL BE CONSTRUCTED WIN TYP V CEMENT. 2. ALL CONCRETE MARK SHALL CONFORM TO CHAPTER 9 OF THE M19 CALIFORNIA BUILDING CODE (CSC). 9. CONCRETE SHALL HAVE MINIMUM ULTIMATE COMPRESSIVE STRENGTH AT 28 DAYS OF 4BON PSI O. REINFORCING STEEL SHALL BE MINIMUM GRACE 60. CONFORMING TO FIRM Adis DEFORMED NEW BILLET STEEL, UNLESS INDICATED OTXERVr1SE ON THE PLANS. B. EXCEPT W EXE GREATER DIMENSIONS ARE INDICATED. THE FOLLOWNG MINIMUM CONCRETE COVERING FOR REINFORCEMENT SMALL BE PROVIDED. A BELOW GRACE UNFORMED... ... .... .... 31NCHES B. BELOW GRAD EFORMED.......... ... .... ...2INCHES C. ABOVE GRACE FORMED ................... LAG INCHES SHALL REINFORCING STEEL SHALL BE CLEAN OF GREASE, OIL OR OTHER MATERIALS LIKELY TO IMPAIR BOND. T. ALL BENDS SHALL BE MADE COLD. BENDING OF REINFORCING STEEL SMALL BE IN ACCORDANCE WTH CBC SECTION 1907. MINIMUM BEND NAMETERS SHALL BE LOSS THE BAR DIAMETER ..USED ON THE INSIDE OF THE BAR. 0. LAP SPLICES OF REINFORCING BRAS IN SHOTCRETE PANEL SHOULD BE BY THE NONCONTACT IPP SPLICE METHOD WTH AT LEAST 21NCHES OF CUSANANCE BETWEEN BARS WERE SHOTCRETE IS PLACED. 0, THE VVELDING OF ANY STRUCTURE SHALL BE IN ACCORDANCE VATH THE 'STRUCTURAL VVEL01NG CODESTEEL.'ANSIIAWS D1, 144, PUBLISHED BY THE AMERICAN WELDING SOCIETY. INC. LATEST EUNION. LCTEN610N DEVELOPMENT LENGTHS AND SPLICE LENGTHS ON SUCH REQUIREMENTS CAN BE USED FOR CONVENIENT REFERENCE. (DR IS BAR - - DIAMETERI. LAP SPLICE LENGTHS SHALL BE MIN.1 ]LD, UNO. WHERE THE FOLLOWING CONDITIONS ARE SATISFIED EITHER (CATEGORY N: CLEARSPACINGOFBARS>=0B AND CONCRETE COVER>- DB AND STIRRUPS OR TIES THROUGHOUT LD=CODE MIN OR(CATEGORY2)'. CLEAR SPACING OF BARS- ENDS AND CONCRETE LOVERa= OR 1-ientlavelopmen1 NO', L0(n) bF NW Comm: CIONS. et S.S A. F'o-SWOP. F'c-HOMO Pei I=SOW pN 912E Tap Gn ONeF ben Tap Gars EPA, hers Top P.S. OMeFhala W3 21 15 1a H 9 13 q4 ze x zs 15 x v xs 3e Z! 31 24 2B 21 p8 43 3] 3] 20 33 25 Y] S2 48 54 42 40 3] EB 71 E3 62 47 55 42 OTHERVASE THE DEVELOPMENT SHAL BE DETERMINED FROM THE FOLLOWNG TABLE: Woo, I.IAGGINGS HALL BE DOUGLAS FIR -LARCH SENSE N0.1 UNLESS OTHERA SE APPROVED BY THE ENGINEER AND THE BUILDING OFFICIAL- 2. MOD ZAGGING SHALL BE PRESSURE TREATED, CONFORMING TO CURRENT AMERICAN WOOD PRESERVERS AS SOCIATION SPECIFICATIONS FOR 'GROUND CONTACT', A ALL TREATED MOD SMALL SPAR THE QUALITY MARK OF AN APPROVED INDEPENDENT TESTING AGENCY. THE STAMP MUST INDICATE COMPLIANCE WITH 'GROUND CONTACT' STANDARDS OF THE AMERICAN MOD PRESERVES ASSOCIATION AND BEAR THE IDENTIFICATION OF THE APPROVED AGENCY. , HANDELI NG OF PRESSURE TREATED WOOD AND FIELD TREATMENTS OF CUT ENDS SHALL CONFORM TO AMERICAN MOD PRESERVES ASSOCIATION(AWPA) STANDARD M601. STRUCTURALSTEEL 1. STRUCTURAL STEEL SHALL NAME MINIMUM YIELD STRUM (FYI OF SO KSI. 2.FABRICATION, PAINTING AND ERACTION OF STRUCTURAL STEEL SHALL BEIN ACCOROAN CE N1TH THE 2019 CBC CHAPTER 22. MAREPROXXOD aY OTORD SUBHUN HIM N. dP6WIN5PELIKNPEWNW AARE RMRND BV SUNNI CYCLOP SPIPE Dra", ng MB O AN0 ® Co. SITE RETAINING WALL T. $ IMI®icp WNLPflEWNLMI®IT Co. FOTINDW5i50 XWttK SNT. Ire lK XCFAFING Q.c. AOD F 'S WSXGXttEY mO Ls 4 - sffCWININCOOOR.O.SW SITE RETAINING WALL PFSCEI .H I AN, M. RICK PROMPOUGHT AI SHOTCRETE (RETAINING) WALL 5 0 0MA EMSO'C"ROMR tl/1//1L11pg!Is,/1/1lJiIll1J IlO/f «�, INEGRC9PCX5 FpcNNX'S AHII C.FIMPd.." RTW/ SOLDIER PILE CONNECTION @ PERMANENT SHORING WI SHOTCRETE WALL 4 Op, AH APPMS_e .. N� SAOS PSUNS SEVTM SNC01N61IBLEW UX SITE RETAINING WALL @ STEEL BEAM 3 Mon. WHI GOOD ISAI FOR OTH XPI HOP HAS PA DIM DETAILS P�JT.,�=!.. RWSLL FPI COW MITATO WTO HO UU. I IS B SECUNEPUTE.Dr. E 0 PA MW. UP I.M. BOLT TROUGH FTC, SUIT. T-' `PW=-CM S�VNCfA aMRG.W15 _ NSPE000NISR@JISF -LIVSIMPAMBEAPIEFFOXIAHEASE PAYCNUCICRSNLLLSPECRY.UCHERIA . ARGAGNA CCESRR.BHC . FCRCHON 2 MERMTIESVBSCENBE A6FAN1[CNIONNiUFILNPd'ssPECS DETNL'NoRII NSINSIAST FOUIN NUIpN P10CEDUSE .�OMEAXONOAGROT LOR INTPCLE mrv1N. GUSLINSPELmIS Na U PMILE�SAGAPPLNF0PPAMPOOD, t4A FIX "CONOU.T."UOEDHwE NSSPGTNCM FOR MISSING HOLDOWN 2 WITgA N'LONG REINFORCEMENT DETAIL ore Structure, Inc. 23172 PIBSB Pointe Dr. Suite #145 L,,U. Hills, CA 92653 Phane: 949-954-7244 InIOQC.rQXt.rlCl. V QR W V Z W Lu QU 2 IA •• Z LLI v Q � Z 6 Q Q U 3 z z Lu W IS 857 F U 2 D Ou d a Ou o 0 REVISIONS NO. DALE 06CRIPTION SHEET NAME STRUCTURAL FOUNDATION DETAILS E PROJECT NUMBER: 21190 DESIGNER: PROJECT MANAGER: TN TH QppFF55/py, Na DRI94' £' C PLOT DATE: 3310M022 iHEET NUMBER: SDI.I