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Home My WebLink AboutMISC EMAILRECEI`.' 'NOV 05 2m COOK & MENARD ARCHITECTURE INC. 806 Delaware Avenue, Ft. Pierce, Florida 34950 Phone; (772)460-7751 Fax: (772) 460-4244 Email Address: cookmenardLiuyahoo.com October 9, 2015 St. Lucie County Building Department 2300 Virginia Ave. Ft. Pierce, FL Re: Ocean Resorts Comfort Station # 3 St. Lucie County, Fl Permit # t; 040` C% To Whom It May Concern: SC BN JEO St• Lucie County Please be advised that qualified personnel of Cook & Menard Architecture Inc. performed an on site inspection at the above referenced location and found the following work to be done, to the best of our knowledge, as shown on the permit approved drawings: 1. Concrete and Reinforcing (see attached batch cut sheets). 2. Framing 3. Tie downs 4. Wall sheathing 5. Final Inspection We hereby certify that the construction is in compliance with the 2010 Florida Building Code for 165 MPH wind zone, Exposure C. Respectfully Submitted, NOV - 5 REC Peter B. Cook Cook & Menazd Architecture Inc. F L E C%6 E )9 Y FLORIDA REGISTRATION NO. AA0003494, NCARB CERTIFICATION NO.31789 806 Delaware Avenue, Ft. Pierce, Florida 34950 Phone; (772)460-7751 Fax: (772) 460-4244 Email Address: cookmenard(a/.yahoo.com October 9; 2015 St. Lucie County Building Department 2300 Virginia Ave. Ft. Pierce, FL Re: Ocean Resorts Comfort Station # 3 St. Lucie County, Fl Permit # 1504-0512 To Whom It May Concern: Please be advised that qualified personnel of Cook & Menard Architecture Inc. performed an on site inspection at the above referenced location and found the following work to be done, to the best of our knowledge, as shown on the permit approved drawings: 1. Concrete and Reinforcing (see attached batch cut sheets). 2. Framing 3. Tie downs 4. Wall sheathing 5. Final Inspection We hereby certify that the construction is in compliance with the 2010 Florida Building Code for 165 MPH wind zone, Exposure C. Respectfully Submitted, Peter B. Cook Cook & Menard Architecture Inc. FLORIDA REGISTRATION NO. AA0003494, NCARB CERTIFICATION NO.31789 COOK & MENARD ARCHITECTURE INC. 806 Delaware Avenue, Ft. Pierce, Florida 34950 Phone; (772)'466-7751 Fax: (772) 460-4244 SCANNED Email Address: cookmenard(d),yahoo.com BY St. Lucie Countv October 9, 2015 St. Lucie County Building Department 2300 Virginia Ave. Ft. Pierce, FL Re: Ocean Resorts Comfort Station # 3 St. Lucie County, Fl Permit M 1 04-05i1 To Whom It May Concern: Please be advised that qualified personnel of Cook & Menard Architecture Inc. performed an on site inspection at the above referenced location and found the following work to be done, to the best of our knowledge, as shown on the permit approved drawings: 1. , Concrete and Reinforcing (see attached batch cut sheets). 2. Framing 3. Tie downs 4. Wall sheathing. After final inspection -we certify that the construction is in compliance with the 2010 Florida Building Code for 165 MPH wind zone, Exposure C. Respectfully Submitted, 46'.L_ Peter B. Cook Cook & Menard Architecture Inc. RECESVEE) OCT 2 3 2015 FLORIDA REGISTRATION NO. AA0003494, NCARB CERTIFICATION NO31789 COOK & MENARD ARCHITECTURE INC. 806 Delaware Avenue, Ft. Pierce, Florida 34950 Phone; (772)460-7751 Fag: (772) 460-4244 Email Address: cookmenardAyahoo.com October 9, 2015 St. Lucie County Building Department 2300 Virginia Ave. Ft. Pierce, FL Re: Ocean Resorts Comfort Station # 3 St. Lucie County, Fl Permit # 1504-0512 To Whom It May Concern: Please be advised that qualified personnel of Cook & Menard Architecture Inc. performed an on site inspection at the above referenced location and found the following work to be done, to the best of our knowledge, as shown on the permit approved drawings: 1. Concrete and Reinforcing (see attached batch cut sheets). 2. Framing 3. Tic downs 4. Wall sheathing. After final inspection we certify that the construction is in compliance with the 2010 Florida Building Code for 165 MPH wind zone, Exposure C. Respectfully Submitted, Peter B. Cook Cook & Menard Architecture Inc. RECEIVFD OCT 2 3 2015 FLOMA REGISTRATION NO. AA0003494, NCARB CERTIFICATION NO31789 RECEIVED OCT 1 f `5 806 Delaware Avenue, Ft. Pierce, Florida 34950 Phone;(772)460-7751 Fax: (772) 460-4244 Email Address: cookmenard6i0ahoo.com October 9, 2015 St. Lucie County Building Department 2300 Virginia Ave. Ft. Pierce, FL Re: Ocean Resorts Comfort Station # 3 St. Lucie County, Fl —3-1 0 To Whom It May Concern: SCANNED BY St. Lucie CouW F y' Please be" advised that qualified personnel of Cook & Menard Architecture Inc. performed an on site inspection at the above referenced location and found the following work to be done, to the best of our knowledge, as shown on the permit approved drawings: 1. Concrete and Reinforcing (see attached batch cut sheets). 2. Framing 3. Tie downs After final inspection we certify that the construction is in compliance with the 2010 Florida Building Code for 165 MPH wind zone, Exposure C. Respectfully Submitted, Peter B. Cook Cook & Menard Architecture Inc. FLORIDA REGISTRATION NO. AA0003494, NCARB CERTIFICATION NO.31789 Sakrete High Strength Concrete Mix is a preblended mixture of sand, coarse aggregate, and cementltious materials. For new construction or repairs where concrete thickness exceeds 2 inches. FEATURES: • 4,000 psi • Full depth applications 2In (50 mm) or greater USE FOR: • Driveways, slabs, patios, walkways • Curbs • Stairs • Ramps • Setting fence posts • Foundation walls and footings • Structural applications requiring a small volume of concrete 14 A/r : LL L:. Bag Size Yield Water 401b (18.1 kill 0.30 fP (.008 m') 1.75 qt (1.7 L) 60 lb (27.2 kg) 0.45It' (.012 m3) 2.5 qt (2A L) 801b (36.2 kg) 0.60 fP (.017 ml 3.5 qt (3.3 L) 90 lb (40.8 kg) 0.66 f 3 (.019 m3) 4.5 qt (4.3 L) 25 kg (Canada) I OA1 fP (.012 m3) 2.3 qt (2.2 L) 30 kg (Canada) 0.50 fN (.014 m3) 2.8 qt (2.6 L) To determine coverage: Multiply Length (feet) x Width (feet) x Thickness (inches) and divide by 12. Then divide by the yield In the chart above to determine the numbers of bags needed. See Calculator on Sakrete.com for additonal assistance. Yield and water are approximate TECHNICAL OATH: Sakrete High Strength Concrete Mix meets or exceeds the compressive strength requirements of ASTM C 387. Compressive Strength ASTM C 39 7 day = 2,500 psl (17 MPa) 28 days = 4, 000 psi (28 MPa) Slump Range= 2 - 3 In (50 - 75 mm) structural concrete - u3 31 uu COLOR: Gray PREPApREPp ANION: For best results all materials should be stored between 406F (4°C) and 80'F (27°C) 24 hours prior to installation. Refer to: -ACI 302.1 Guide for Concrete Flooring and Slab Construction - ACI 305R Guide to Hot Weather Concreting - ACI 306R Guide to Cold Weather Concreting NOrE a is do mWWbrliN of the Inubeledapplkaftr to emn, fee segW y of Me prodeol fa ife Imendedese. FLATWORK (SLABS SIDEWALKS WALKWAYS ETC.) 1. Stake out the area where the concrete will be placed. 2. Cut and remove all soil, grass, sod, etc. 3. For improved drainage place several inches of gravel into the excavated area. Remember to allow enough depth for both the gravel and a minimum of 4° of concrete. 4. Place fors in the desired area assuring that they are level, square, and all comers sealed so no premixed material can escape once placed. 5. Place the concrete into the fors to full depth 6. Consolidate by moving into comers and low areas to assure there are no voids 7. Using a straight edge strike the surface by rodding back and forth to level with the top of the fors. 8. Float surface to remove any imperfections. 9. Using a concrete grooving tool, cut joints Into the concrete every 3 - 4 It (.9 -1.2 m). Expansion joints should be placed every 8 It x 12 ft In each direction and must extend through the entire depth of the slab. 10.Once concrete has stiffened slightly and the water has evaporated from the surface a broom finish can be applied. Fors can be removed the day following placement POSTS AND POLES: 1. Dig hole to required depth and diameter (depth should be V3 the length of the post or pole and hole should be 3 times the diameter of the pole or post width). 2. Place the post or pole in the center of the hole. 3. Level and support post or pole In place. 4. Fill hole with mixed concrete and consolidate to remove any air voids 5. Slope concrete at the surface to allow water to drain away. 6. Wait a minimum of 24 hours before posts or poles are subjected to any strain. 7. If load bearing consult with your local building code requirements before proceeding. REPAIRS: 1. Surfaces to be repaired must be sound, dimensionally stable, and dean. 2. Slick or sealed surfaces must be thoroughly roughened to an ICRI CSP of3to5. 3. Sides of repair area must be squared off. • 4. Clean all reinforcing steel to bare white metal and coat with a and preventative if not covering within 8 hours. 5. All surfaces that will come In corded with the concrete mix should be brought to a SSD (Surface Saturated Dry) condition before application of the material. 6. Clean and remove all loose materials and debris before proceeding. 7. Place the mixed concrete mix into the area that is being repaired. 8. Use a float to remove any surface Imperfections. MIXING; 1. Empty contents of Sakrete High Strength Concrete Into a wheelbarrow or mortar pan forming a crater In the center of the dry mix for the addition of clean potable water. Projects requiring multiple bags are mored much easier with a mechanical concrete mixer. 2. Add dean potable water (see table above for water amounts) or enough to achieve a workable mix. Add additional water If needed but AVOID A SOUPY MIX. Excess water reduces strength and durability and can cause cracking, dusting or scaling. 1. Proper curing is critical for sound results. Curing means maintaining proper moisture and temperature. The concrete must be kept continuously molst for several days. 2. Covering the concrete slab with plastic is a practical way to help retain moisture. Place plastic after concrete has set. 3. N surface begins to appear dry remove the plastic moisten the surface and replace the plastic. 4. New concrete can be opened to foot traffic in 24 hours and vehicular traffic In 72 hours. PRECAUNONS• Air, mix and substrate temperatures should be between 40°F (4•C) and 90°F (32°C) with no rain in the forecast within 24 hours of application. For applica- tions outside this range of temperatures and conditions, contact Sakrete Technical Service. • Colder temperatures or higher humidity conditions will retard set times • Use only dean mixing container and tools • Do not over trowel • Do not overwater • Do not add any materials other than clean potable water or Sakrete Bonder and Fortifier. See Technical Data Sheet for mixing Instructions • Protect from freezing for 48 hours Nolpp,Wrappawaon mdlrut9ledon of atiSaknefopmductswe Memspms ibllftyoffits end user. R� UNDERSTAND the Safety Data Shed (SDS) before using this product WARNING: Wear protective clothing and equipment For emergency Information, call CHEMTREC at 800-424-9300 or 703-527-3687 (outside USA). KEEP OUT OF REACH OF CHILDREN. LIMITED PRODUCT WARRANTY: The manufacturer warrants that this product shall be of merchantable quality when used or applied In accordance wit the manufacturer's instructions. This product is not warranted as suitable for any purpose other than the general purpose for which it is intended. This warranty mrrs for one (1) year from the dates the product is purchased. ANY IMPLIED WARRANTY OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE ON THIS PRODUCT IS LIMITED TO THE DURATION OF THIS WARRANTY.. Liability under this warranty is limited to replacement or defective products or, at the manufacturer's option, refund of the purchase price. CONSEQUENTIAL AND INCIDENTAL DAMAGES ARE NOT RECOVERABLE UNDERTHIS WARRANTY. SAKIIETE• and the background design we registered tradernwks of SAMiEM of North America LLC, Charlotte, NC 28273 • (02006. SAKRETE* Is manufactured under license from SAKRETE of North America I.I.C. For current and complete product Information, contact SAKRETE Technical Services toll -free at 866-725-7383 or visa salaete.wm. 6n4 COOK & MENARD ARCHITECTURE INC. 806 Delaware Avenue, Ft. Pierce, Florida 34950 Phone; (772)460-7751 Fax: (772) 460-4244 Email Address: cookmenardna,yahoo.com October 9, 2015 St. Lucie County Building Department 2300 Virginia Ave. Ft. Pierce, FL Re: Ocean Resorts Comfort Station # 3 St. Lucie County, Fl Permit # 1504-0512 To Whom It May Concern: SCANNED BY St. LU61P 0011M, Please be advised that qualified personnel of Cook & Menard Architecture Inc. performed an on site inspection at the above referenced location and found the following work to be done, to the best of our knowledge, as shown on the permit approved drawings: 1. Concrete and Reinforcing (see attached batch cut sheets). 2. Framing 3. Tie downs After final inspection we certify that the construction is in compliance with the 2010 Florida Building Code for 165 MPH wind zone, Exposure C. Respectfully Submitted, Peter B. Cook Cook & Menard Architecture Inc. FLORIDA REGISTRATION NO. AA0003494, NCARB CERTIFICATION NO 31789 Sakrete High Strength Concrete Mix is a preblended mixture of sand, coarse aggregate, and cementit ous materials, For new construction or repairs where concrete thickness exceeds 2 inches. • 4,000 psi • Full depth applications 2 in (50 mm) or greater USE EQR • Driveways, slabs, patios, walkways • Curbs • Stairs • Ramps • Setting fence posts • Foundation walls and footings • Structural applications requiring a small volume of concrete YIELD/WANA OVERAGE: Bag Size Yleld Water 40lb (18.1 kg) 0.30 fit' (.008 m') 1.75 qt (1.7 L) 60 lb (27.2 kg) 0.45 ft' (.012 m') 2.5 qt (2.4 L) SO lb (36.2 kg) 0.60 fN (.017 M 3.5 qt (3.3 L) 901b (40.8 kg) 0.66 fP (.019 m3) 4.5 qt (4.3 L) 25 kg (Canada) 0.41 fP (.012 m') 2.3 qt (22 L) 30 kg (Canada) 0.50 fP (.014 m') 2.8 (It (2.6 L) To determine coverage: Multiply Length (feet) x Width (feet) x Thickness (Inches) and divide by 12. Then divide by the yield in the chart above to determine the numbers of bags needed. See Calculator on Sakrete.com for additional assistance. Yield and water areaooroximate. TECHNICAL DATA: Sakrete High Strength Concrete Mix meets or exceeds the compressive strength requirements of ASTM C 387. Compressive Strength ASTM C 39 7 day = 2,500 psi (17 MPa) 28 days = 4, 000 psi (28 MPa) Slump Range= 2-3 in(50-75 mm) Structural Concrete - 03 3100 COLOR: Gray PREPARATIONIAPPUCATIOI: For best results all materials should be stored between 400F (40C) and 80"F (27"C) 24 hours prior to installation. Refer to: - AC1302.1 Guide for Concrete Flooring and Slab Construction -ACI 305R Guide to Hot Weather Concreting - AC1306H Guide to Cold Weather Concreting NOTE, it Istrer WWbillyofale 1nsfal1er1W&erarn er m ere wiWitiryofamproductforIt, Inlmteduse. FLATWORK (SLABS SIDEWALKS WALKWAYS ET0.T 1. Stake out the area where the concrete will be placed. 2. Cut and remove all soil, grass, sod, etc. 3. For Improved drainage place several inches of gravel into the excavated area. Remember to allow enough depth for both the gravel and a minimum of 4" of concrete. 4. Place fors in the desired area assuring that they are level, square, and all comers sealed so no premixed material can escape once placed. 5. Place the concrete into the fors to full depth 6. Consolidate by moving Into comers and low areas to assure there are no voids 7. Using a straight edge strike the surface byrodding back and forth to level with the top of the forms. B. Float surface to remove any imperfections. 9. Using a concrete grooving tool, cut joints Into the concrete every 3 - 4 ft (.9 -1.2 m). Expansion joints should be placed every 8 ft x 12 ft In each direction and must extend through the entire depth of the slab. 10.Once concrete has stiffened slightly and the water has evaporated from the surface a broom finish can be applied. Fors can be removed the day following placement. POSTS AND POLES: 1. Dig hole to required depth and diameter (depth should be 1l3 the length of the post or pole and hole should be 3 times the diameter of the pole or post width). 2. Place the post or pole in the center of the hole. 3. Level and support post or pole In place. 4. FlII hole with mixed concrete and consolidate to remove any air voids 5. Slope concrete at the surface to allow water to drain away. 6. Wait a minimum of 24 hours before posts or poles are subjected to any strain. 7. H load bearing consuh with your local building code requirements before proceeding. EREP IRS: 1. Surfaces to be repaired must be sound, dimensionally stable, and dean. 2. Slick or sealed surfaces must be thoroughly roughened to an ICRI CSP of 3to 5. 3. Sides of repair area must be squared off. 4. Clean all reinforcing steel to bare white metal and coat with a rust preventative U not covering within 8 hours. 5. All surfaces that will come in cordact with the concrete mix should be brought to a SSD (Surface Saturated Dry) condition before application of the material. 6. Clean and remove all loose materials and debris before proceeding. 7. Place the mixed concrete mix Into the area that is being repaired. 8, Use a float to remove any surface Imperfections. MIXING 1, Empty contents of Sakrete High Strength Concrete into a wheelbarrow or mortar pan forming a crater in the center of the dry mix for the addition of clean potable water. Projects requiring multiple bags are mixed much easier with a mechanical concrete mixer. 2, Add dean potable water (see table above for water amounts) or enough to achieve a workable mix. Add additional water If needed but AVOID A SOUPY MIX Excess water reduces strength and durability and can cause cracking, dusting or scaling. CURING 1. Proper curing is critical for sound results. Curing means maintaining proper moisture and temperature. The concrete must be kept continuously moist for several days. 2. Covering the concrete slab with plastic is a practical way to help retain moisture. Place plastic after concrete has set. 3. U surface begins to appear dry remove the plastic moisten the surface and replace the plastic. 4. New concrete can be opened to foot traffic In 24 hours and vehicular traffic In 72 hours. PRECAUTIONS: Air, mix and substrate temperatures should be between 40°F (4°C) and 90°F (32-C) with no rain in the forecast within 24 hours of application. For applica- tions outside this range of temperatures and conditions, contact Sakrete Technical Service. • Colder temperatures or higher humidity conditions will retard set times • Use only dean mixing container and tools • Do not over trowel • Do not overwater • Do not add any materials other than clean potable water or Sakrete Bonder and Fortifier. See Technical Data Sheet for mixing instructions • Protect from freezing for 48 hours NOTE Pmperepplmbmendln &labonoratiSaWteprtdecfsam Meresporalbddynrdieaadaser. SAIREM READ and UNDERSTAND the Safety Data Sheet (SDS) before using this product. WARNING: Wear protective clothing and equipment. For emergency information, call CHEMTREC at ODD-424-9300 or 703-527-3887 (outside USA). KEEP OUT OF REACH OF CHILDREN. LIMITED PRODUCT WARRANTY The manufacturer warrants that this product shall be of merchantable quality when used or applied In accordance with the manufacturer's Instructions. This product is not warranted as suitable for any purpose other than the general purpose for which O Is Intended. This warranty rums for one (1) year from the dates the product is purchased. ANY IMPLIED WARRANTY OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE ON THIS PRODUCT IS LIMITED TO THE DURATION OF THIS WARRANTY. Liability under this warranty Is limited to replacement or defective products or, at the manufacturer's option, refund of the purchase price. CONSEQUENTIAL AND INCIDENTAL DAMAGES ARE NOT RECOVERABLE UNDER THIS WARRANTY. SAKRETE• and the background design are registered trademarks of SAIMETE of North America L-C, Charlotte, NO 28273 • 02006. SAKRErE• is manufactured under Ilcanse from SAKRETE of North Amedca I.I.C. For current and complete product lnfurmatian, contact SAXREfE Technical Services toll -free at 866-725.7383 or visit sakrete.com. 6/14