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Documentation_Regular_Tab 18_1/12/2023
Agenda Item #18. Regular ti STAFF MEMO Meeting: Regular Council - Jan 12 2023 Staff Contact: Doug Chambers, Director of Department: Public Works Public Works MM&M I Consider Approval to Award the Demolition of the Pavilion and Concession Building at Tequesta Park to Rapid Removal, Inc. In November 2021, the Public Works Department observed the Structural Columns on the timber pavilion at Tequesta Park showed evidence of severe erosion. The Public Works Staff installed wood posts and cross supports parallel to the existing posts to provide additional, temporary support to the pavilion structure. Kimley-Horn and Associates were tasked with completing a structural assessment of the Pavilion and Concession Building. The Consultant concluded there are multiple structural deficiencies and safety hazards. The Consultant concluded immediate repair costs are estimated at $13,000.00 with additional repair costs estimated at $53,000.00. It is anticipated there will be additional maintenance and repair costs as the structure continues to age and deteriorate. The cost to replace the structure, in -kind is estimated at $192,000.00.Costs are based on today's market and not adjusted for inflation. Please see attached Memorandum for full details, observations and recommendations for repairs and/or replacement of the Pavilion. The Consultant suggests completing repairs ($53,000) per the short-term recommendations could extend the service life of the pavilion 5-10 years, if not impacted by a major storm event as defined per 2020 Florida Building Code. However, the structure will continue to degrade over time, requiring continued maintenance and eventual replacement. The Structure was built in 2000 and not designed or constructed with current wind loads or building code requirements. Due to Safety Concerns and based on the Consultants assessment, the Public Works Department closed the pavilion to the public. During the June 9, 2022 Council Meeting, Council unanimously approved the Tequesta Parks Master Plan. The Plan serves as a long-term strategic road map for future improvements to the Village's Park System. The existing pavilion and concession stand is not included in the Tequesta Parks Master Plan. On November 15, 2022, The Public Works Department utilized the DemandStar Public Sector Online Market Network and issued a request for quotes for the Tequesta Park Pavilion and Concession Page 321 of 396 Agenda Item #18. Building Demolition. Bids were due on December 6, 2022. We received four (4) quotes ranging from $26,550-00 - $73,900.00. Rapid Removal, Inc. was the low bidder at $26,550.00 plus the required Martin County Permit Fees. Tequesta Park is located in Martin County. All work will require a permit and demolition plans through Martin County. The Total estimated cost for this Project to include permit fees is $30,000.00. Funding for this project is budgeted and available in Fiscal Year 2023 in account 001-210-563.600. It is the recommendation of the Public Works Department to award the demolition of the Pavilion and Concession Building at Tequesta Park to Rapid Removal, Inc. This document and any attachments may be reproduced upon request in an alternative format by completing our Accessibility Feedback Form, sending an e-mail to the Village Clerk or calling 561-768- 0443. PROJECT NAME: Consider Approval, to award the demolition of the Pavilion and Concession Building at Tequesta Park to Rapid Removal, Inc. Proposed: $30,000.00 BUDGET: $30,000.00 ENCUMBERED: N/A PROJECTED TOTAL: $30,000.00 Projected Remaining: N/A Consider Approval, to award the demolition of the Pavilion and Concession Building at Tequesta Park to Rapid Removal, Inc. ATTACHMENTS:' 20221107 Tequesta Park Pavillion Demolition TEQUESTA PARK PAVILION MEMORANDUM 2021-12-7 rrev1l Quote Lineltems Page 322 of 396 Aqenda Item #18. o • -� -. = a Iz w r z z � W w_ U _ y Ld � Q 0 ,6 El� 0 J C� G W i d Q H 1 C Z z uj le 0 ,t Q z o Cv� WN ma w� LLJ N ON � a U w J w > O O Z _ � a M JWM z O J ZCO Q z �--. - m wo `v�' O i 00LL Z QJ�U � 0 O 0 w II_ W _ Z Mi L, z < M le L16 < < < ir- 0. LU LLJ o < LLI � L ii O N O " 3 C- O f!7 � m > 0 Q Q > Lu d 0 r < o w m m o Z S .1 o > O¢ U y U a w LLi o N IL M_ U Ell r CO zco N� Ln U � W w O O M _a m � z U n- > O D of V < � d Q x W o W < 3 Z � 0 W a �. 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O z w i a 0 w wLLJ ;i �J c� a 0 4/ J z WW' w ui �/ f 7► z a d CO CO 1 UW ���. ` z 1 I,/' U) � 1 _ w� . 1 ��� /� d Z• z_ z r 1 r ♦• rt, iI i i i l U `n > ` T � y i ' 0 -aul 5alo!oossy puo =H—Aalw!y of A}IIlgoll }noyllx aq Iloys .l 'sa}oioossy puo w.H--k.JwjA Aq uol}oldopo puo-uo!lazlioy}n© ua}}I1M }noy}IT }uawnaop sly} uo aauollai sdajdwl puo w asnaa 'pojud&,d so.0 z }! 4a!yM io) }walla puo asc,dand aHlaads ay} ,o} Al- Papua}ul si 'aaMws }o }uawni}sul la.,ay payuasaad su6!sap puo s}dauuoa ay{ 411m ,ay}a6o} '}uawnaop siyl Mp'S11V130 N0lil-1OW3O ZO-S\saaaysuold\pyO\uoilllnod �jod o4sanha1\oasanhal jo a olif\sajn3Onj3S I!nlO_ SdM 'N woLO'64:60 ZZOZ •LO JaQwanoN ZO-S'ino 01 N0111lOW3O NOITAvd NNVd b1S3nC_L:1aS }aay Page 325 of 396 Agenda Item #18. Kimley)))Horn MEMORANDUM Mr. Doug Chambers, Director To: Village of Tequesta Department of Public Works q p From: Sheila Preble, P.E. Kimley-Horn and Associates, Inc. Date: December 2, 2021 [Revised 12.7.2021] Subject: Tequesta Park - Timber Pavilion Structure Background Tequesta Park, located at 2280 County Line Road, includes a timber pavilion structure. This structure was constructed in 2000 per the Martin County Property Appraiser's website. It was reported that the structure was damaged and temporary shoring had been installed at two separate posts. The Village of Tequesta requested an assessment of the entire pavilion structure and recommendations for repair based on limited observations of the exposed and visible portions of the structure. Kimley-Horn conducted a structural assessment of the existing structure on November 16, 2021. No existing plans were provided or reviewed. nhcarvatinnc • The existing concrete slab on grade had minor cracking but was in fair overall condition. • Exposed reinforcement was observed in one (1) location on the slab on grade. • Wood posts supporting the pavilion structure were noted to be typically rotted at each base. • One (1) wood post has approximately 90% of section loss at the base, and two (2) wood posts have approximately 60% section loss. These were located at the southwest, southeast, and northwest corners of the structure. • Roof hurricanes straps were not coated and were corroded at multiple locations. • Bolted connections from the column to the beams were observed to be corroded throughout the structure. • Original hardware has corroded, and paint has chipped off throughout the structure. • The gable on the south end of the structure has rotted with paint missing across the south face. • Water staining, indicative of moisture intrusion from the roof, was observed on the underside of the plywood sheathing at multiple locations. Page 326 of 396 Agenda Item #18. Kimley)))Horn Page Repair Recommendations (immediate) OPC- $13, 0001 • Retrofit three (3) of the existing 6x6 posts per the details attached. • Replace the gable end plywood on the South end of the structure. • Seal the base of the existing posts with epoxy mortar SikaSet Plug. Repair Recommendations (Short -Term) [OPC- $40, 0001 • Replace the roof and continue to maintain and repair the existing structure. • Apply new corrosion -inhibitor coating or paint to all existing metal connections located on the trusses. Prior to painting, prepare surfaces in accordance with SSPC SP-7 to remove loose rust. Recommend the use of Sherwin Williams Uniflex Premium Acrylic Finish Coat be applied to each piece of hardware in accordance with manufacturer's specifications. • Paint each wood member and truss with Sherwin Williams Latitude Exterior Acrylic Latex. • Repair the spalled section of slab on grade with epoxy mortar SikaSet Plug per manufacturer's specifications. • Replace structure in its entirety with a pre-engineered pavilion. Existing slab may be able to be used as foundation with additional footers and pedestals. (OPC- $192,0001 nief-f.acifin The existing structure, if maintained and upgraded per the immediate repair recommendations above, will likely provide an additional service life of up to 3 years. Additional repairs or replacement should be anticipated and budgeted for beyond that timeframe. We performed a cost analysis of continuing to repair the existing structure versus replacing the structure entirely, with a new, pre-engineered pavilion. The cost to repair the existing structure is roughly $53,000. As time goes on, additional maintenance and repair costs should be anticipated beyond the $53,000 as the structure continues to deteriorate. The cost to replace the structure in -kind is estimated to be $192,000. Refer to the Opinion of Probable Construction Cost Tables attached. Costs are based on doing the work in today's market and not adjusted for inflation. The existing structure was not designed or constructed with today's wind loads and therefore would likely not withstand a category wind event. Note that no wind analysis was performed as part of this assessment, so the design wind loads of the existing structure are unknown. Replacement of the structure would offer obvious advantages such as aesthetic upgrades and wind load resistance upgrade. Page 327 of 396 Agenda Item #18. Kimley)))Horn Page 3 Repairing the structure would be less expensive in the immediate and allow for continued utilization of the structure in accordance with its current occupancy classification. If the existing structure is maintained and upgraded per the short-term recommendations, it could extend the service life to 5-10 years, if not impacted by a major storm event, as defined per 2020 Florida Building Code. However, the structure would continue to degrade over time and require continued maintenance and eventual replacement. d ttarhmantc - • Opinion of Probable Cost- Repair and Maintain • Opinion of Probable Cost- Replace In -Kind • Typical Repair Detail Type 1 and Type 2 for Pavilion Posts (not for construction) • Representative Photographs taken on November 16, 2021 • Recommended Product Data Sheets If you have any comments or questions, please contact me at (561) 840-0281 Sincerely, Kimley-Horn and Associates, Inc. Registry No. 696 /J'�' -1 pcc�& Sheila Preble, P.E. Florida P.E. #91024 The opinions and conclusions expressed in this report are based on the information currently available and may be amended or supplemented should new information become available. No other warranties or guarantees, expressed or implied, are made or intended. Page 328 of 396 Agenda Item #18. K 'o ley))) Horn OPINION OF PROBABLE CONSTRUCTION COST Date: Decemeber 7, 2021 Project Name: Tequesta Park - Timber Pavilion Structure - Repair Item No. Description Unit Quantity Unit Cost Cost 1 Mobilization/ Demobilization LS 1 $ 1,500 $ 1,500 2 Retrofit Columns (Concrete Stub) EA 2 $ 2,000 $ 4,000 3 Retrofit Columns (Base Post) EA 1 $ 1,500 $ 1,500 4 Replace South Gable End LS 1 $ 47500 $ 4500 Immediate Repair subtotal with 10% contingency $ 12,650 5 Surface Prep & Coat Metal Connections LS 1 $ 6,000 $ 6,000 6 Paint Timber Framing (Trusses & Posts) LS 1 $ 3,000 $ 3,000 7 Seal all Posts at Base EA 12 $ 150 $ 17800 8 Concrete Slab on Grade Patch SF 0.5 $ 200 $ 100 9 Replace Roof and Fascia Board SF 2500 $ 10 $ 25,000 10 Long -Term Repair Subtotal with 10% contingency $ 39,490 11 12 Items 5 through 9 are optional depending on goal for full replacement. Note: The Consultant has no control over the cost of labor, materials, equipment, or over the Contractor's methods of determining prices or over competitive bidding or market conditions. Opinions of probable costs provided herein are based on the information known at this time and represent only the judgment as a design professional familiar with the construction industry. This estimate cannot and does not guarantee that proposals, bids, or actual construction costs will not vary from its opinions of probable costs. Subtotal: 10% Contingency: GRAND TOTAL: $ $ $ 471400 41740 52J 40 Page 329 of 396 Agenda Item #18. K 'o ley))) Horn OPINION OF PROBABLE CONSTRUCTION COST 79 Date: Decemeber 7, 2021 Project Name: Tequesta Park - Timber Pavilion Structure - Replace In -Kind Item No. Description Unit Quantity Unit Cost Cost 1 Mobilization/ Demobilization LS 1 $ 5,000 $ 5,000 2 Demolition of Existing Structure (slab to remain) EA 1 $ 8,000 $ 8,000 3 2500 SF Pre -Engineered Timber Pavilion EA 1 $ 140,000 $ 140,000 4 Concrete Slab on Grade Mods ALLOW. 1 $ 67500 $ 6,500 5 6 7 8 Subtotal: $ 159,500 i nis estimate is for a pre-engineered, zbuu sr, open pavilion timper structure. it is assumed the new structure will be installed on the existing slab on grade. No demolition of the foundation or 20% Contingency: $ 31,900 slab is included. The adjacent masonry structure is assumed to stay in place. This OPC is based on today's pricing and does not account for future inflation. GRAND TOTAL: $ 191,400 Note: The Consultant has no control over the cost of labor, materials, equipment, or over the Contractor's methods of determining prices or over competitive bidding or market conditions. Opinions of probable costs provided herein are based on the information known at this time and represent only the judgment as a design professional familiar with the construction industry. This estimate cannot and does not guarantee that proposals, bids, or actual construction costs will not vary from its opinions of probable costs. Page 330 of 396 Agenda Item #18. Sheet No. f of Job Subject Cluo + 1 i()Yl Job No. Ozoz,*1 u Expect More. Experience Better. Designed B Date —Checked By—SCPDaze pg Y { U L4 a ML a R<61 +I a X 001 P4 tMC), C, I I I nl I him /10011 i e � v I I — I - I I , I - - -L-- ► I --i- ► --!- 1- 1-1-1- - I I I I L Page- of 3 one of FORTUNL9s 100 Bes,� C o mpdmoGs to VJurk Fov Agenda Item #18. or n Expect More. Experience Better. Sheet No. of Job `� `l�� bK�TSubject +n ceder � �� Job No. Designed By N Date WA Checked By Is RP Date 100 f { Seel 6h _ ntl t- -' -� - -- -- -- - - i It I ; A�l t` ' 4 —r 0zi El ec ♦ y �Y • go Off 611-11 C w Srolpsoo . 14 Sik I I� f — 1 — e, 1 - Pane Ohio oV FORTUME's 100 Best Corn parrAes to Work k For Agenda Item #18. Sheet No. of Expect More. Experience Better JobVilla ()�1 . Subject ��r Job No.. 1�/ZC'Z' N H Desi ned B _�Date Checked B ? 9' Y Y Date --T A 210, % ^ III � I 3" � of rd s ;Z7 NO I66 - — i — r — J sot 0 0" E&-A4,n- ZY/ 7z 6 S Ar -1 z t i �/7/ / sw!io{i � -Z ----- 1 ck 100:5 f' Ct r n ;a iu�s ci rc iio{'s ew 3.t 6 SI +. iI 01 tlm.. $_..-o�c�. l� _ � �n VLF -C s-k 0—�-C .KI lic PaSeCA, 00111 -\-A _,c Ae4 MA -Cc)—, "on, fc4v�ov — AC L, S-- J a ----�i a e 33 0 3� ON One of FORYUNE's �I OU best U �� mpau de-s to v/IU K E=or Agenda Item #18. A ,r 1920 Wekiva Way, Suite 200 West Palm Beach, FL 33411-2410 Remarks: Global view of the pavilion. Location: Tequesta Park Pavilion Village of Tequesta - Tequesta Park Pavilion Appendix KHA Job No: 040097038 KHA Rep: GNH & SRP Date: 11/16/2021 Page: 1 of 6 t �s e Remarks: Typical minor cracking in the slab at multiple locations. Location: Existing Concrete Slab Page 334 of 396 Agenda Item #18. KHA Job No: 040097038 " u� Village of Te uesta - Te uesta Park Pavilion KHA Rep: GNH & SRP 9 a q p 1920 Wekiva Way, Suite 200 Date: 11/16/2021 West Palm Beach, FL 33411-2410 Appendix Page: 2 of 6 Remarks: Exposed reinforcement in the concrete slab. Location: Existing Concrete Slab - Northeast Corner Photo No. 4 4 Remarks: 6x6 wood posts are rotted at the base, typical throughout. Location: Wood Posts Page 335 of 396 Agenda Item #18. A,r 1920 Wekiva Way, Suite 200 West Palm Beach, FL 33411-2410 KHA Job No: 040097038 Village of Tequesta - Tequesta Park Pavilion KHA Rep: GNH & SRP Date: 11/16/2021 Appendix Page: 3 of 6 1 Off. 1 rY 4+ 1 ' �y. k H- Remarks: 6x6 wood post shows 90% section loss at the base. Location: Wood Posts - Southwest Corner � r z 1 IJ Pl IJ LJ V 4 � L � r IJ Remarks: 6x6 wood post shows 90% section loss at the base. Location: Wood Posts - Southwest Corner Page 336 of 396 Agenda Item #18. KHA Job No: 040097038 " u� Village of Te uesta - Te uesta Park Pavilion KHA Rep: GNH & SRP 9 a q p 1920 Wekiva Way, Suite 200 Date: 11/16/2021 West Palm Beach, FL 33411-2410 Appendix Page: 4 of 6 Remarks: 6x6 wood post shows 60% section loss at the base. Location: Wood Posts - Southeast Corner Photo No. 8 a Remarks: 6x6 wood post shows 60% section loss at the base. Location: Wood Posts - Northwest Corner Page 337 of 396 Agenda Item #18. A,r 1920 Wekiva Way, Suite 200 West Palm Beach, FL 33411-2410 KHA Job No: 040097038 Village of Tequesta - Tequesta Park Pavilion KHA Rep: GNH & SRP Date: 11/16/2021 Appendix Page: 5 of 6 I 4J 4f LJ § L�L::'� L7 � V O Remarks: Roof hurricane straps are not coated and are corroding, typical throughout. Location: Pavilion Hardware _ g096M it Remarks: Bolted connections are observed to not be coated and are corroding, typical throughout. Location: Pavilion Hardware Page 338 of 396 Agenda Item #18. A 1920 Wekiva Way, Suite 200 West Palm Beach, FL 33411-2410 KHA Job No: 040097038 Village of Tequesta - Tequesta Park Pavilion KHA Rep: GNH & SRP Date: 11/16/2021 Appendix Page: 6 of 6 IM§92M MOM Remarks: Original hardware is corroded and paint is chipping, typical throughout. Location: Pavilion Hardware �r J RUM 801100 - Remarks: The gable is rotted and paint is deteriorated throughout the front face of the gable. Location: Tequesta Pavilion - South Gable Page 339 of 396 Agen tem #18. IJNIFLE)( Fluid Applied Roofing Systems Uniflex@ Premium Elastomeric Finish Coat White is formulated using a 100% acrylic polymer that provides outstanding weathering and superior reflectivity properties. Formulated to resist cracking and peeling, Uniflex Premium Elastomerlc Finish Coat provides excellent waterproofing capabilities. The bright white finish reduces surface temperatures thereby minimizing thermal expansion and contraction. Under -the -roof temperatures are also reduced, lowering cooling costs. Refer to UNIFLEX Fluid Applied Roofing System Specifications for minimum application rates. Application rates and technique vary with substrate system type. SKU SIZE KST041300-28 275 gallon tote KST041300-27 55 gallon drum KST041300-20 5 gallon pail Airless Spray • Hydraulic pump with minimum pressure of 2,800 psi • Spray tip: Reversible, self-cleaning tip without diffuser pin. • Size .033" with a fan angle of 60 ° (ex. 633) • Hose Size: At 300' total hose length, use 250' of 3/4" to 1/2" 10" swivel whip and 3/4"hose. • General: The longer the hose, the smaller the tip orifice size. Brush/Roll • Soft Brushes or a minimum 3/4" nap roller may be used. May require multiple coats to achieve proper coverage. This product is manufactured in accordance with ISO 9001-2008 standards. Seller and manufacturer's only obligation shall be to replace such quantity of product proved to be defective. Neither seller nor manufacturer shall be liable for any injury, loss or damage, direct or consequential arising from the use or the inability to use the product for his/her intended use, and user assumes all risk and liability. Color fade is not covered under warranty. PREMIUM ELASTOMERIC FINISH COAT 41=300 WHITE nve 24 compfia,, U L M�AFI�DADE co�rrnr �ecxa� act00't�� .. • , � � RNFING COUNCI L a4 VROVED Cen Fae �o NSF1M98V�A9J fig Color White Vehicle Base 100% Acrylic Resin Weight per Gallon 11.8 Ibs - Solid by Weight (ASTM D 1644) 67 ± 2% Solid by Volume (ASTM D 2697) 52 ± 2% Viscosity @ 73 ° F (ASTM D 562) 110 ± 5KU Dry Film Thickness (@ 1 gal/too sq. ft 8.4 mIIS less surface absorption) Dry Time Exposure 4-6 hours Between coats 24 hours minimum Full cure 7 days Drying Time is temperature, humidity and film thickness dependent VOC <50 g/ L pH 8.5 ± 0.5 Specific Gravity 1.42 Flash Point None Solvent Water Clean Up Warm, soapy water Elongation/Tensile @ 73°F Initial Elongation (ASTM D 2370) 180% - Tensile Strength (ASTM D 2370) 240 psi 1000 Hrs. Xenon Arc (ASTM D 2370) 167% Permeance (ASTM D 1653) 4 US perms Do not apply below 50 ° F (10 ° C) or when rain is forecast. Applications during periods of low temperature or high humidity (Maximum humidity level: 85%) will extend dry time. Allow 4-6 hours for coating to dry prior to being subjected to rain, heavy dew or temperatures below 500F. Rainwater is only safe to drink after a full 24 hour cure. KEEP FROM FREEZING. Refer to product application bulletin for detailed application information. Surface must be power washed to remove dirt, loose paint and rust, excessive chalk, and other foreign matter which could prevent proper adhesion. Surface must be completely dry prior to coating. The information and recommendations set forth in this Product Data Sheet are based upon tests conducted by or on behalf of KST Coatings- A Business Unit 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 the publication. Consult your Uniflex Technical Representative to obtain the most recent Product Data Information. If further information is needed, contact Uniflex Technical Service at 1-888-321-3539 111 /30/2 , 12:f, AM PB Post Base I Simpson Strong -Tie Agenc-a tom #18. Home r Connectors > Wood Construction Connectors > Bases and Caps > Post Bases � Cast -in -Place Post Bases ° Non -Standoff Post Bases PB Post Base On This Page Y4**d Cow'mtlon Connae= Q Wood Construction Connectors 2021-2023 C-C-2021 — Catalog A catalog including new product information as well as any applicable specification and installation instructions for wood -to -wood and wood -to -concrete structural connectors. High Wind Guide F-C-HWG20 — Product Guide The PB post base provides a connection between a post (or column) for decks, patio covers and other top -supported structures. Available with standard or ZMAX° galvanization, which offers extra corrosion resistance for outdoor or treated -wood applications. Material • 12 gauge Finish • Galvanized. Some products available in ZMAX or HDG coating. See Corrosion Information. Installation • Use all specified fasteners; see General Notes. • Install either nails or bolts. • Post bases do not provide adequate resistance to prevent members from rotating about the base and therefore are not recommended for non -top -supported installations (such as fences or unbraced carports). • Holes are provided for installation with either 0.162" x 3 1/2" nails or 1/2" bolts for PB66 and PB66R; all other models use 0.162" x 3 1/2" nails only. A 2" minimum sidecover is required to obtain the full load. Related Links • Wood Construction Connectors Technical and Installation Notes • General Notes • Corrosion Information Catalog Pages • ® C-C-2021 (Wood Construction Connectors),_pages 74-75 C.—t— Para L. Constrvttibn Con %adora PAS Conectores pars la construccion con madera 2019-2020 C-C-2019SP — Catalog El catalogo incluye informacion sobre nuevos productos, asi como especificaciones e instrucciones de instalacion aplicables para conectores estructurales de madera a madera y de madera a concreto. o d y1, —d C.. i P k Gp -I- A Feele. G— gill Deck Connection and Fastening Guide A comprehensive guide to help Designers select the most appropriate connections for challenging, high -wind regions. F-DECKCODE20 — Product Guide r7T f - • A guide to recognizing deck deficiencies and building or retrofitting safer, toStrong-Tie outdoor decks, with 2018 IBC and IRC code -compliant solutions for using the latest connectors and fasteners. https://www.strongtie.com/nonstandoffpostbases_postbases/pb_base/p/pb#ProductDetaiIs Page 341 of 326 A11 /30/n , 12:AM ge da tom #180 Connectors Installed on SCL Columns T-C-SCLCLM21 — Technical Bulletin A technical bulletin discussing the structural properties of the two different surface sides of SCL columns. Load Tables PB Post Base I Simpson Strong -Tie s- Connectors Installed on SCL Columns T-C-SCLCLMCAN20 — Technical Bulletin A Canadian Limit States technical bulletin addressing typical installations of Simpson Strong -Tie° connectors on SCL columns as well as reduction factors for narrow -face SCL installations. ® These products are available with additional corrosion protection. Additional products on this page may also be available with this option, check with Simpson Strong -Tie for details. Model Dimensions (in.) Fasteners Allowable Loads (100) Download No. � L Nails (in.) Machine Bolts Uncracked Cracked (100) Uplift Uplift Wind and Seismic Design CategoryA&B PB44 39/16 31/4 (12) 0.162 x 31/2 NIA 850 850 12,685 PB44R 4 31/4 (12) 0.162 x 31/2 NIA 850 850 12,685 PB46 51/2 31/4 (12) 0.162 x 31/2 NIA 850 850 221445 PB66 51/2 51/4 (12) 0.162 x 31/2 (2) 1/2" dia. 850 850 25,270 PB66R 16 51/4 (12) 0.162 x 31/2 (2)1/2" dia. 850 850 25,270 Seismic Design Category C—F PB44 39/1e 31/4 (12) 0.162 x 31/2 N/A 850 850 12,685 PB44R 4 31/4 (12) 0.162 x 31/2 N/A 850 850 12,685 PB46 51/2 31/4 (12) 0.162 x 31/2 N/A 850 850 22,445 PB66 51/2 51/4 (12) 0.162 x 31/2 (2)1/2" dia. 850 850 25,270 PB66R 6 51/4 (12) 0.162 x 31/2 (2) 1/2" dia. 850 850 25,270 1. Loads may not be increased for duration of load. 2. Concrete shall have a minimum compressive strength, F. = 2500 psi. 3. Multiply seismic and wind ASD uplift and lateral load values by 1.43 or 1.67, respectively, to obtain LRF D capacities. 4. In accordance with IBC Section 1613.1, detached one- and two-family dwellings in Seismic Design Category (SDC) may use "Wind and SDC A&B" allowable loads. 5. Downloads shall be reduced where limited by capacity of the post. 6. For lateral loads for all PB models: F1 allowable = 765 lbs. F2 allowable = 1325 lbs. 7. Designer is responsible for concrete design. 8. Structural composite lumber columns have sides that show either the wide face or the edges of the lumber strands/veneers known as the narrow face. Values in the tables reflect installation into the wide face. See technical bulletin T C-SCLCLM for load reductions resulting from narrow -face installations. 9. Fasteners: Nail dimensions in the table are listed diameter by length. For additional information, see Fastener Types and Sizes Specified for Simpson Strong -Tie Connectors. Code Reports & Compliance Strong-TieIE= Product Series Compliance/Certification Footnotes https://www.strongtie.com/nonstandoffpostbases_postbases/pb_base/p/pb#ProductDetaiIs Page 342 of �26 PB Post Base I Simpson Strong -Tie A11 /30/n , 12:AM ge da tom #18. Product Series PB Compliance/Certification International Building Code International Residential Code City of Los Angeles Building Code City of Los Angeles Residential Code Florida Building Code Florida Building Code Footnotes 1. Please review compliance documents for information about specific product models. In some cases, Compliance documents cover most but not all models associated with a product series. 2. For additional information regarding Florida's Statewide Product Approval System and Miami -Dade County Notice of Acceptance (NOA), click here. Related Products CBSQ Column Base, Quick -Install PBS Post Base 7 https://www.strongtie.com/nonstandoffpostbases_postbases/pb_base/p/pb#ProductDetaiIs Page 343 of �26 Agenda Item #18. PRODUCT DATA SHEET S*IkaQuelck@-1000 Rapid hardening repair mortar with extended working time PRODUCT DESCRIPTION SikaQuick°-1000 is a one -component, rapid hardening, early strength gain, cementitious, patching mortar for concrete. SikaQuick°-1000 LID is a low dust version of this formula. USES • On grade, above grade and below grade concrete conditions • Highway overlays and repairs • Structural repair material for concrete roadways, parking structures, bridges, dams and ramps • Full depth patching repairs (may require multiple lifts) • Economical patching material for horizontal flatwork repairs of mortar lines and concrete surfaces PRODUCT INFORMATION BUILDING TRUST CHARACTERISTICS /ADVANTAGES f� • Specially suited for warmer weather applications when extended working time is required • Epoxy coatings can be applied as early as 6 hours at 73o F (23o C). • Freeze / thaw resistant • Easy to use - labor-saving material • Not gypsum -based • High early strength • Open to foot traffic in 4 hours / Open to vehicular traffic in 6 hours at 73o F (23o C) • Easily applied to clean, sound substrates • SikaQuick°-1000 LID is an available, low dust version of this product. APPROVALS /STANDARDS • Rapid hardening as defined by ASTM C 928 Chemical Base • SikaQuick°-1000 is a blend of cement, select aggregates and specialty additives • SikaQuick°-1000 LID is a blend of cement, select aggregates, low dust and specialty additives Packaging 50 lb (22.7 kg) bag Appearance / Color Gray powder Shelf Life 12 months from date of manufacture if stored properly in original, unopened and undamaged, sealed packaging Storage Conditions Store dry at 40o — 95o F (4o — 35o C) Protect from moisture. If damp, discard material TECHNICAL INFORMATION Product Data Sheet SikaQuick®-1000 November 2018, Version 01.05 020302040040000011 1/5 Page 344 of 396 AgendpOAMill gth 3 hours 1,250 ) .6 MPa 8 psi p ( (ASTM C 109) 1 day 4,000 psi (27.5 MPa) 73° F (23° C), 7 days 51000 psi (34.5 MPa) 50% R.H. 28 days 7,000 psi (48.3 MPa) Modulus of Elasticity in Compression 28 days 4.6 x 106 psi (32 GPa) (ASTM C-469) 73° F (23° C), 50% R.H. Flexural Strength 1 day 700 psi (4.8 MPa) (ASTM C 293) 7 days 900 psi (6.2 MPa) 73° F (23° C), 28 days 1,000 psi (6.9 MPa) 50% R.H. Splitting Tensile Strength 1 day 200 psi (1.4 MPa) (ASTM C 496) 7 days 300 psi (2.1 MPa) 73° F (23° C), 28 days 400 psi (2.8 MPa) 50% R.H. Tensile Adhesion Strength 28 days Approximately 300 psi (2.1 (ACI 503R) MPa) 730 F (23° C), Substrate failure 50% R.H. Shrinkage 28 days 0.06% (ASTM C 157 modified per ASTM C-928) 730 F (230 C), 50% R.H. Abrasion Resistance 28 days 0.026 inch (0.66 mm) (ASTM C 779) of wear at 1 hour 730 F (230 C), 50% R.H. Freeze -Thaw Stability 28 days 98% (ASTM C 666) Freeze Thaw De -Icing Salt Resistance 50 cycles 0.080 Ib / ft2 (391 grams / m (ASTM C 672) 2) Rapid Chloride Permeability 28 days < 1,000 Coulombs (ASTM C 1202 / AASHTO T 277) 730 F (230 C), 50% R.H. APPLICATION INFORMATION Mixing Ratio 4.5 — 5 pints (2.1— 2.4 L) Coverage Neat 0.43 ft3 (0.012 m3) Extended with 25 Ibs (11.4 kg) of 3/8 0.58 ft3 (0.017 m3) inch (10 mm) pea gravel (Yield figures do not include allowance for surface profile, porosity or material waste) Consumption / Yield / Dosage (PRINT single line) Layer Thickness Min. Max. Neat 1/4 inch (6 mm) 2 inches (50 mm) Extended 1 inch (25 mm) 6 inches (152 mm) • Do not featheredge • Do not exceed 7 inches (178 mm) slump when extended Product Data Sheet SikaQuick®-1000 November 2018, Version 01.05 020302040040000011 2/5 BUILDING TRUST Alayt:: 5 of 396 AgendlikUP&Qd&ure 65o — 75o F (18o — 24o C) Ambient Air Temperature > 40o - 95o F (4o - 35o C) Substrate Temperature > 40o - 95o F (4o - 35o C) Set Time 35 — 85 minutes (ASTM C 266) 730 F (230 C), 50% R.H. Final Set Time > 120 minutes (ASTM C 266) 730 F (230 Q, 50% R.H. APPLICATION INSTRUCTIONS MIXING SURFACE PREPARATION • Concrete surface must be clean and sound. • Remove all deteriorated concrete, dirt, oil, grease, and other bond -inhibiting materials from the area to be repaired. • Be sure repair area is not less than 1/4" (6 mm) deep. • Preparation work should be done by high pressure water blast, scabbler or other appropriate mechanical means to obtain an exposed aggregate surface profile of ± 1/8" (3 mm) [minimum CSP-6]. • To ensure optimum repair results, the effectiveness of decontamination and preparation should be assessed by a Tensile Adhesion Strength (pull -off) test. • Saw cutting perimeter edges of concrete repair area at a dovetail is preferred. • Substrate should be Saturated Surface Dry (SSD) with clean water prior to application. No standing water should remain during application. • Rust, scale, mortar, concrete, dust and other loose and deleterious material which reduces bond or contributes to corrosion shall be removed from steel reinforcement. • Surfaces shall be prepared using abrasive blast cleaning techniques or high pressure water blasting to acheive a bright metal finish. PRIMING Concrete substrate: Prime the prepared substrate with a scrub coat of SikaQuick°-1000 / SikaQuick°-1000 LD prior to placement of the mortar. The repair mortar has to be applied into the wet scrub coat before it dries. Reinforcing Steel: Steel reinforcement should be thoroughly prepared by mechanical cleaning to remove all traces of rust. Where corrosion has occurred due to the presence of chlorides, the steel should be high pressure washed with clean water after mechanical cleaning. For priming of reinforcing steel use Sika° Armatec° corrosion protection products (consult current Product Data Sheets). Product Data Sheet SikaQuick®-1000 November 2018, Version 01.05 020302040040000011 • Wet down all tools and mixer to be used. • Pour the required amount of clean, potable water [approximately 70o F (210 C)] into a suitably sized and clean mixing container, using a calibrated measuring jug or similar, to ensure strict controlof the water content. Do not over -water. • Add 1 bag while continuing to mix with a low -speed drill (400 - 600 rpm) and mortar mixing paddle, or in an appropriate morter mixer. • Once all the powder has been added, mix to a uniform consistency, maximum 3 minutes, until a lump -free blend is achieved. • Thorough mixing and proper proportioning of the powder and liquide is necessary. • To help control setting times, colder water may be used in hot weather and warmer water may be used in cold weather. • Inaccurate proportioning of the powder to liquid will result in a finished product that may not conform to the typical published performance property values. • With water or undiluted SikaLatex° R: Pour 4.5 pints (2.1 L) of liquid into the mixing container. Slowly add powder, mix and adjust as above. Add up to another 1/2 pint (0.24 L) maximum of liquid to achieve desired consistency. Do not over -water. • With diluted SikaLatex° R: SikaLatex° R admixture may be diluted up to 5:1 (water: SikaLatex® R) for projects requiring minimal polymer modification. Pour 4.5 pints (2.1 L) of the mixture into the mixing container. Slowly add powder, mix and adjust as above. EXTENSION WITH AGGREGATES • For applications greater than 1" (25 mm) in depth, add 3/8" (10 mm) coarse aggregate. • The typical addition rate is 25 Ibs (11.4 kg) of aggregate per bag. It is approximately 2 gallons (7.6 L) by loose volume of aggregate. • The aggregate must be non -reactive (reference ASTM C 1260, C 227 and C 289), clean, well graded, Saturated Surface Dry (SSD), have low absorption and high density, and comply with ASTM C 33 size number 8 per Table 2. • Variances in aggregate may result in different 3/5 BUILDING TRUST 6of396 Agendaftewhs#1 8. • Do not use limestone aggregate. • Do not exceed a slump of 7" (178 mm). This may cause excessive bleeding and retardation and may reduce the strength and performance of the material. APPLICATION • A neat mix of SikaQuick°-1000 / SikaQuick°-1000 LD mortar must be scrubbed into the mechanically prepared, SSD substrate. Be sure to fill all pores and voids. • Force material against edge of repair, working toward center. After filling repair, screed off excess. • Allow material to set to desired stiffness, then finish with wood or sponge float for a smooth finish, or broom or burlap -drag for a rough finish. • If a smoother finish is desired, a magnesium float should be used. • To assist in the finishing process, use SikaFilm° finishing aid. Consult current Product Data Sheet. • Mixing, placing, and finishing should not exceed 30 minutes maximum. • Refer to ACI 305, the "Guide to Hot Weather Concreting" or ACI 306, the "Guide to Cold Weather Concreting" when there is a need to place this product while either hot or cold temperatures prevail. Thinner placements will be more sensitive to the temperature conditions. CURING TREATMENT • As per ACI recommendations for portland cement concrete, moist curing is required. • Moist cure with wet burlap and polyethylene, a fine mist of water or with a water based,* compatible curing compound meeting ASTM C 309. • Curing compounds adversely affect the adhesion of following lifts of mortar, leveling mortar or protective coatings. • Moist curing should commence immediately after finishing. • Protect freshly applied mortar from direct sunlight, wind, rain and frost. • To prevent from freezing, cover with insulating material (e.g. curing blanket). * Pretesting of curing compound is recommended. LIMITATIONS • Avoid application in direct sunlight, during precipitation and/or when strong winds prevail. • Use only clean, potable water • As with all cement based materials, avoid contact with aluminum to prevent adverse chemical reaction and possible product failure. Insulate potential areas of contact by coating aluminum bars, rails, posts etc. with an appropriate epoxy such as Sikadur°-32 Hi -Mod. • Bonding agents (e.g. Sika° Armatec° 110 EpoCem) should not be used. Use of the neat mortar as a scrub coat is recommended and preferred. If bonding agents are used, follow cure times for the bonding agents Product Data Sheet SikaQuick®-1000 November 2018, Version 01.05 020302040040000011 used as a guide prior to putting SikaQuick°-1000 / SikaQuick°-1000 LD in service. Assure suitability with the manufacturer of the bonding agent. • SikaQuick°-1000 / SikaQuick°-1000 LD does not form a vapor barrier when cured. BASIS OF PRODUCT DATA Results may differ based upon statistical variations depending upon mixing methods and equipment, temperature, application methods, test methods, actual site conditions and curing conditions. OTHER RESTRICTIONS See Legal Disclaimer. ENVIRONMENTAL, HEALTH AND SAFETY For further information and advice regarding transportation, handling, storage and disposal of chemical products, user should refer to the actual Safety Data Sheets containing physical, environmental, toxicological and other safety related data. User must read the current actual Safety Data Sheets before using any products. In case of an emergency, call CHEMTREC at 1-800-424-9300, International 703-527-3887. LEGAL DISCLAIMER • KEEP CONTAINER TIGHTLY CLOSED • KEEP OUT OF REACH OF CHILDREN • NOT FOR INTERNAL CONSUMPTION • FOR INDUSTRIAL USE ONLY • FOR PROFESSIONAL USE ONLY Prior to each use of any product of Sika Corporation, its subsidiaries or affiliates ("SIKA"), the user must always read and follow the warnings and instructions on the product's most current product label, Product Data Sheet and Safety Data Sheet which are available at usa.sika.com or by calling SIKA's Technical Service Department at 1-800-933-7452. Nothing contained in any SIKA literature or materials relieves the user of the obligation to read and follow the warnings and instructions for each SIKA product as set forth in the current product label, Product Data Sheet and Safety Data Sheet prior to use of the SIKA product. SIKA warrants this product for one year from date of installation to be free from manufacturing defects and to meet the technical properties on the current Product Data Sheet if used as directed within the product's shelf life. User determines suitability of product for intended use and assumes all risks. User's and/or buyer's sole remedy shall be limited to the purchase price or replacement of this product exclusive of any labor costs. NO OTHER WARRANTIES EXPRESS OR IMPLIED SHALL APPLY INCLUDING ANY WARRANTY OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR 4/5 BUILDING TRUST 7 of 396 Agendlf .S� BALL NOT BE LIABLE UNDER ANY LEGAL THEORY FOR SPECIAL OR CONSEQUENTIAL DAMAGES. SIKA SHALL NOT BE RESPONSIBLE FOR THE USE OF THIS PRODUCT IN A MANNER TO INFRINGE ON ANY PATENT OR ANY OTHER INTELLECTUAL PROPERTY RIGHTS HELD BY OTHERS. Sale of SIKA products are subject to the Terms and Conditions of Sale which are available at https://usa.sika.com/en/group/SikaCorp/termsandconditions.html or by calling 1-800-933-7452. Sika Corporation 201 Polito Avenue Lyndhurst, NJ 07071 Phone: +1-800-933-7452 Fax: +1-201-933-6225 usa.sika.com Product Data Sheet SikaQuick®-1000 November 2018, Version 01.05 020302040040000011 5/5 Sika Mexicana S.A. de C.V. Carretera Libre Celaya Km. 8.5 Fracc. Industrial Balvanera Corregidora, Queretaro C.P. 76920 Phone: 52 442 2385800 Fax: 52 442 2250537 SikaQuick-1000-en-US-(11-2018)-1-5.pdf 48 of 396 BUILDING TRUST Agenda Item #18. PRODUCT DATA SHEET S*IkaSetO Plug Fast -setting, portland-cement water -stop PRODUCT DESCRIPTION SikaSet° Plug is a versatile, fast -setting, Portland cement water -stop. USES • When mixed with water it becomes a mortar/grout to stop pressure leakage and seepage. • For grouting railings of wood, concrete, and metal. • Use in sewers, wastewater treatment plants, basements, sumps, pools, tunnels, and other applications. BUILDING TRUST CHARACTERISTICS /ADVANTAGES • Rapid set time • Excellent bond to concrete and masonry • Resists sewage • Use on the vertical or horizontal surfaces • Indoor or outdoor applications f� Packaging 5 gal (50 lb / 22.7 kg) pail Appearance / Color Concrete gray Shelf Life 12 months from date of production if stored properly in original, unopened and undamaged sealed packaging Storage Conditions Store dry at 40-95 OF (4-35 °C) Protect from moisture. If damp, discard material. Condition material to 65-75 OF before using. Indicative Performance of Mortar Mix Initial Set Time — 90 sec (ASTM C-266) Compressive Strength 1 day 4,200 psi (28.9 MPa) (ASTM C-109) 7 days 6,800 psi (46.9 MPa) Tensile Strength 7 days 600 psi (4.1 MPa) (ASTM C-496) 28 days 700 psi (4.8 MPa) Product Data Sheet SikaSet® Plug December 2018, Version 01.01 020705040010000005 1/3 Page 349 of 396 AgendRd T[LA 16N INFORMATION Coverage 0.46 ft3 / 800 in3 (0.01 m3) per pail (Coverage figures do not include allowance for surface profile and porosity or material waste) Ambient Air Temperature > 40 OF (4 °C) Substrate Temperature > 40 OF (4 °C) APPLICATION INSTRUCTIONS SURFACE PREPARATION • Chip away soft, deteriorated, unsound substrate. • Clean cavity completely. • Lightly dampen the substrate just prior to application if necessary. MIXING • Mix with clean water to obtain desired consistency. • Do not over -mix. • Do not over -wet. • Do not retemper. • Mix ratio is 1:4 (water:powder). APPLICATION METHOD/TOOLS • Plug minor leaks first working from the edges. • Place SikaSet° Plug firmly into the crack or hole. • For large openings, form compound into a carrot shape, and when plug is firm, ram it into cavity. • Hold in place with heel of rubber gloved hand. • Let go, strike off flush with surface. LIMITATIONS • Use only potable water for mixing. • As with all cement based materials, avoid contact with aluminum to prevent adverse chemical reaction and possible product failure. Insulate potential areas of contact by coating aluminum bars, rails, posts etc. with an appropriate epoxy such as Sikadur Hi -Mod 32. BASIS OF PRODUCT DATA Results may differ based upon statistical variations depending upon mixing methods and equipment, temperature, application methods, test methods, actual site conditions and curing conditions. OTHER RESTRICTIONS See Legal Disclaimer. Product Data Sheet SikaSet® Plug December 2018, Version 01.01 020705040010000005 ENVIRONMENTAL, HEALTH AND SAFETY For further information and advice regarding transportation, handling, storage and disposal of chemical products, user should refer to the actual Safety Data Sheets containing physical, environmental, toxicological and other safety related data. User must read the current actual Safety Data Sheets before using any products. In case of an emergency, call CHEMTREC at 1-800-424-9300, International 703-527-3887. LEGAL DISCLAIMER • KEEP CONTAINER TIGHTLY CLOSED • KEEP OUT OF REACH OF CHILDREN • NOT FOR INTERNAL CONSUMPTION • FOR INDUSTRIAL USE ONLY • FOR PROFESSIONAL USE ONLY Prior to each use of any product of Sika Corporation, its subsidiaries or affiliates ("SIKA"), the user must always read and follow the warnings and instructions on the product's most current product label, Product Data Sheet and Safety Data Sheet which are available at usa.sika.com or by calling SIKA's Technical Service Department at 1-800-933-7452. Nothing contained in any SIKA literature or materials relieves the user of the obligation to read and follow the warnings and instructions for each SIKA product as set forth in the current product label, Product Data Sheet and Safety Data Sheet prior to use of the SIKA product. SIKA warrants this product for one year from date of installation to be free from manufacturing defects and to meet the technical properties on the current Product Data Sheet if used as directed within the product's shelf life. User determines suitability of product for intended use and assumes all risks. User's and/or buyer's sole remedy shall be limited to the purchase price or replacement of this product exclusive of any labor costs. NO OTHER WARRANTIES EXPRESS OR IMPLIED SHALL APPLY INCLUDING ANY WARRANTY OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE. SIKA SHALL NOT BE LIABLE UNDER ANY LEGAL THEORY FOR SPECIAL OR CONSEQUENTIAL DAMAGES. SIKA SHALL NOT BE RESPONSIBLE FOR THE USE OF THIS PRODUCT IN A MANNER TO INFRINGE ON ANY PATENT OR ANY OTHER INTELLECTUAL PROPERTY RIGHTS HELD BY OTHERS. BUILDING TRUST 2/3 • 0of396 AgendgJ4ttM#rt&cts are subject to the Terms and Conditions of Sale which are available at https://usa.sika.com/en/group/SikaCorp/termsandconditions.html or by calling 1-800-933-7452. Sika Corporation 201 Polito Avenue Lyndhurst, NJ 07071 Phone: +1-800-933-7452 Fax: +1-201-933-6225 usa.sika.com Product Data Sheet SikaSet® Plug December 2018, Version 01.01 020705040010000005 3/3 Sika Mexicana S.A. de C.V. Carretera Libre Celaya Km. 8.5 Fracc. Industrial Balvanera Corregidora, Queretaro C.P. 76920 Phone: 52 442 2385800 Fax: 52 442 2250537 SikaSetPlug-en-US-(12-2018)-1-1.pdf BUILDING TRUST k5l of 396 Agenda Item #18. 102.61 Latitude"' Exterior Acrylic Flat K60-650 Series CHARACTERISTICS LatitudeTM Exterior Acrylic gives painters more flexibility in their schedules and extends the painting season. Latitude is formulated with ClimateFlex TechnologyTM, providing exceptional early moisture resistance and smooth application and appearance at extreme temperatures (application at 350E-120OF (1.7°C - 48.8°C) air, surface and material temperatures) and is resistant to early dirt pick up. Latitude provides outstanding performance on properly prepared aluminum and vinyl siding, wood siding, clapboard, shakes, shingles, plywood, masonry, and metal. Key Attributes and Benefits: ClimateFlex TechnologyTM Excellent application, flow and leveling Great dirt pick up resistance VinylSafeTM paint colors allow you the freedom to choose from 100 color options, including a limited selection of darker colors formulated to resist warping or buckling when applied to a sound, stable vinyl substrate. Color: Most Colors Coverage: 350-400 sq. ft. per gallon @ 4 mils wet; 1.4 mils dry Drying Time, @ 50% RH: @ 35-45O F @ 45O F + (1.7°-7.2°C) (7.20C+) Touch: 2 hours 2 hours Recoat: 24-48 hours 4 hours Drying and recoat times are temperature, humidity, and film thickness dependent Finish: 0-5 units @ 850 Tinting with CCE only: Base: oz. per Strength: gallon Extra White 0-7 SherColor Deep Base 4-12 SherColor Ultradeep Base 10-12 SherColor Extra White K60WO0651 (may vary by color) VOC (less exempt solvents): less than 50 grams per litre; 0.42 lbs. per gallon As per 40 CFR 59.406 Volume Solids: 34 ± 2% Weight Solids: 51 ± 2% Weight per Gallon: 11.25 Ibs Flash Point: N.A. Vehicle Type: 100% Acrylic Shelf Life: 36 months unopened WVP Perms (US) 30.84 grains/(hrft2 in Hg) Mildew Resistant This coating contains agents which inhibit the growth of mildew on the surface of this coating film. COMPLIANCE As of 10/13/2021 Complies with: OTC Yes OTC Phase II Yes S.C.A.Q.M.D. Yes CARB Yes CARB SCM 2007 Yes CARB SCM 2020 Yes Canada Yes LEED° v4 & v4.1 Emissions N.A. LEED° v4 & v4.1 VOC Yes EPD-NSF° Certified No MIR-Manufacturer Inventory No MPI° Yes APPLICATION When the air temperature is at 350F (1.70C), substrates may be colder; prior to painting, check to be sure the air, surface, and material temperature are above 35°F (1.7°C) and at least YF above the dew point. Avoid using if rain or snow is expected within 30 minutes. Do not apply at air or surface temperatures below 35°F (1.7°C) or when air or surface temperatures may drop below 35°F (1.7°C) within 48 hours. No reduction needed. Brush: Use a nylon -polyester brush. Roller: Use a high quality 3/8-3/4 inch nap synthetic roller cover. For specific brushes and rollers, please refer to our Brush and Roller Guide on Sherwin- Williams.com Spray —Airless Pressure 2000 p.s.i. Tip .015-.019 inch APPLICATION TIPS Make sure product is completely agitated (mechanically or manually) before use. Thoroughly follow the recommended surface preparations. Most coating failures are due to inadequate surface preparation or application. Thorough surface preparation will help provide long term protection with Latitude coating. COVER THE EARTH as SHERWIN WILLIAMS. SPECIFICATIONS Latitude can be self -priming when used directly over existing coatings, or plaster and masonry (with a cured pH of less than 9). The first coat acts like a coat of primer and the second coat provides the final appearance and performance. Please note that some specific surfaces require specialized treatment. Use on these properly prepared surfaces: Aluminum & Aluminum Siding', Galvanized Steel' 2 coats Latitude Exterior Acrylic Concrete Block, CMU, Split face Block 1 coat Loxon Acrylic Block Surfacer 2 coats Latitude Exterior Acrylic Brick, Stucco, Cement, Concrete 1 coat Loxon Concrete and Masonry Primer (if needed) or Loxon Conditioner (if needed) 2 coats Latitude Exterior Acrylic Cement Composition Siding -Panels 1 coat Loxon Concrete and Masonry Primer (if needed) or Loxon Conditioner (if needed) 2 coats Latitude Exterior Acrylic Steel 1 coat All Surface Latex Enamel Primer 2 coats Latitude Exterior Acrylic *Vinyl Siding 2 coats Latitude Exterior Acrylic Wood (Cedar, Redwood) 1 coat Exterior Latex Wood Primer 2 coats Latitude Exterior Acrylic Knots and some woods, such as redwood and cedar, contain a high amount of tannin, a colored wood extract. For best results on these woods, use a coat of Exterior Oil -Based Wood Primer. Wood Composition Board - Hardboard: Because of the potential for wax bleeding out of the substrate, apply 1 coat of Exterior Oil -Based Wood Primer and then topcoat. 1 On large expanses of metal siding, the air, surface, and material temperatures must be 50°F (10°C) or higher. Standard latex primers cannot be used below 50OF (10°C) or above 100°F (37.7°C). See specific primer label for that product's application limitations. Other primers may be appropriate. 10/2021 www.sherwin-williams.com PAgpu�c g pfcP96 Aienda Item #18. atitud Exterior Acrylic Flat SURFACE PREPARATION WARNING! Removal of old paint by sanding, scraping or other means may generate dust or fumes that contain lead. Exposure to lead dust or fumes may cause brain damage or other adverse health effects, especially in children or pregnant women. Controlling exposure to lead or other hazardous substances requires the use of proper protective equipment, such as a properly fitted respirator (NIOSH approved) and proper containment and cleanup. For more information, call the National Lead Information Center at 1-800-424-LEAD (in US) or contact your local health authority. Remove all surface contamination by washing with an appropriate cleaner, rinse thoroughly and allow to dry. Existing peeled or checked paint should be scraped and sanded to a sound surface. Glossy surfaces should be sanded dull. Stains from water, smoke, ink, pencil, grease, etc. should be sealed with the appropriate primer -sealer. Recognize that any surface preparation short of total removal of the old coating may compromise the service length of the system. Aluminum and Galvanized Steel: Wash to remove any oil, grease, or other surface contamination. All corrosion must be removed with sandpaper, wire brush, or other abrading method. On large expanses of metal siding, the air, surface, and material temperatures must be 50OF or higher. Cement Composition Siding -Panels: Remove all dirt, dust, grease, oil, loose particles, laitance, foreign material, and peeling or defective coatings. Allow the surface to dry thoroughly. If the surface is new, test it for pH, if the pH is higher than 9, prime with Loxon Concrete & Masonry Primer. After power washing, previously painted masonry may still have a powdery surface that should be sealed with Loxon Conditioner. Caulking: Gaps between windows, doors, trim, and other through -wall openings can be filled with the appropriate caulk after priming the surface. Masonry, Concrete, Cement, Block: All new surfaces must be cured according to the supplier's recommendations —usually about 30 days. Remove all form release and curing agents. Rough surfaces should be filled to provide a smooth surface. If painting cannot wait 30 days, allow the surface to cure 7 days and prime the surface with Loxon Concrete & Masonry Primer -Sealer. Cracks, voids, and other holes should be repaired with an elastomeric patch or sealant. Concrete masonry units (CMU) - Surface should be thoroughly clean and dry. Air, material and surface temperatures must be at least 50°F (10°C) before filling. Use Loxon Acrylic Block Surfacer. The filler must be thoroughly dry before topcoating. SURFACE PREPARATION Mildew: Prior to attempting to remove mildew, it is always recommended to test any cleaner on a small, inconspicuous area prior to use. Bleach and bleaching type cleaners may damage or discolor existing paint films. Bleach alternative cleaning solutions may be advised. Mildew may be removed before painting by washing with a solution of 1 part liquid bleach and 3 parts water. Apply the solution and scrub the mildewed area. Allow the solution to remain on the surface for 10 minutes. Rinse thoroughly with water and allow the surface to dry before painting. Wear protective eyewear, waterproof gloves, and protective clothing. Quickly wash off any of the mixture that comes in contact with your skin. Do not add detergents or ammonia to the bleach -water solution. Previously Painted Surfaces: Spot prime bare areas, wait 4 hours, and paint the entire surface. Some specific surfaces require specialized treatment. Wood: Sand any exposed wood to a fresh surface. Patch all holes and imperfections with a wood filler or putty and sand smooth. All patched areas must be primed. Steel: Rust and mill scale must be removed using sandpaper, wire brush, or other abrading method. Bare steel must be primed the same day as cleaned. Stucco: Remove any loose stucco, efflorescence, or laitance. Allow new stucco to cure at least 30 days before painting. If painting cannot wait 30 days, allow the surface to dry 7 days and prime with Loxon Concrete & Masonry Primer. Repair cracks, voids, and other holes with an elastomeric patch or sealant. *Vinyl or other PVC Building Products: Clean the surface thoroughly by scrubbing with warm, soapy water. Rinse thoroughly, if needed, prime with appropriate white primer. Do not paint vinyl with any color darker than the original color or having a Light Reflective Value (LRV) of less than 56 unless VinylSafe° Colors are used. If VinylSafe colors are not used vinyl may warp. Follow all painting guidelines of the vinyl manufacturer when painting. Only paint properly installed vinyl siding. Deviating from the manufacturer's painting guidelines may cause the warranty to be voided. CAUTIONS For Exterior use only Protect from freezing. Non-photochemically reactive. Before using, carefully read CAUTIONS on label CRYSTALLINE SILICA, ZINC: Use only with adequate ventilation. To avoid overexposure, open windows and doors or use other means to ensure fresh air entry during application and drying. If you experience eye watering, headaches, or dizziness, increase fresh air, or wear respiratory protection (NIOSH approved) or leave the area. Adequate ventilation required when sanding or abrading the dried film. If adequate ventilation cannot be provided wear an approved particulate respirator (NIOSH approved). Follow respirator manufacturer's directions for respirator use. Avoid contact with eyes and skin. Wash hands after using. Keep container closed when not in use. Do not transfer contents to other containers for storage. FIRST AID: In case of eye contact, flush thoroughly with large amounts of water. Get medical attention if irritation persists. If swallowed, call Poison Control Center, hospital emergency room, or physician immediately. DELAYED EFFECTS FROM LONG TERM OVEREXPOSURE. Abrading or sanding of the dry film may release crystalline silica which has been shown to cause lung damage and cancer under long term exposure. WARNING: This product contains chemicals known to the State of California to cause cancer and birth defects or other reproductive harm. DO NOT TAKE INTERNALLY. KEEP OUT OF THE REACH OF CHILDREN. HOTW 10/13/2021 K60WO0651 0339 FRC,SP CLEANUP INFORMATION Clean spills, spatters, hands and tools immediately after use with soap and warm water. After cleaning, flush spray equipment with compliant cleanup solvent to prevent rusting of the equipment. Follow manufacturer's safety recommendations when using solvents. 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 -William gpwg't, ie, or s. www.paintdocs.com to obtain the most current version of the PDS and/or an SDS. ayJ Agenda Item #18. 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