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BPP-05-19-1113, 1420 NE 101st St (2)
Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 BUILDING PERMIT APPLICATION OBUILDING ❑ ELECTRIC ❑ ROOFING Mgyjb, FBC 20 Master Permit NoBPPOS-1 1Q —111 3 Sub Permit No. ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 1420 NE 101 Street City: Miami Shores County: Miami Dade Zip: 33138 Folio/Parcel#: 11 -3205-023-0050 Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): Matthew & Elizabeth Allen Phone#: Address:1420 NE 101 Street City: Miami Shores Tenant/Lessee Name:. Email: State: Florida Zip: 33138 Phone#: CONTRACTOR: Company Name: Van Kirk & Sons Inc. Phone#: 954-755-4402 Address: 3144 SW 13th Drive City: Deerfield Beach State: Florida Zip: 33442 Qualifier Name: Robert P. Van Kirk Jr. Phone#: 954-755-4402 State Certification or Registration M CPC-045956 Certificate of Competency M DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ENew ❑ Repair/Replace ❑ Demolition Description of Work. / k c_4 M owl 0laltons Specify color of color thru the Submittal Fee $ Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Structural Reviews $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ (Revised02/24/2014) o,,* � 33ci 2 Bonding Company's Name (if applicable) N/A Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zi Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature OWNER or AGENT The foregoing instrument was acknowledged beforemethis —Z day of f ^ A 6 e&4-- 20 1 1 ,, by Matthew & Elizabeth Allen who is personally known to me or who has produc ✓1 �� I U as identification d who did tak an oath. NOTARY BLIC: Sign: Print: Ua H V-1 Seal: Signature W CONTRA/TOR The foregoing instrument was acknowledged before me this day of y "`�Gjl-� I-= 20 1� ', by G�%n �� �'� J r ' , w1a6 is personally known t me or who has produced as identification an ho di ake an oath. NOTARY PUBLI M y COMMIp" # GG 070833 EXPIRES: June 7, 2�7— nr: e I hru Psee lFuu:c Underwriters APPROVED BY `'( Plans Examiner 3 Zoning Structural Review (Revised02/24/2014) Clerk Miami Shores Village Building Department 414Y 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 �l>!,Q C4 INSPECTION LINE PHONE NUMBER: (305) 762-4949 6 4A, rpFBC 20� ? BUILDING Master Permit No. 5f?05 M-411 3 PERMIT APPLICATION Sub Permit NO.13,W —) l ^l i n FE-JBUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL [:]PUBLICWORKS ❑ CHANGE OF [:]CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 1420 NE 101 Street City: Miami Shores County: Miami Dade Zip: 33138 Folio/Parcel#: 11 -3205-023-0050 Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): Matthew & Elizabeth Allen Phone#: Address:1420 NE 101 Street city. Miami Shores Tenant/Lessee Name: Email: State: Florida Zip: 33138 one#: CONTRACTOR: Company Name: Van Kirk & Sons Inc. Phone#: 954-755-4402 Address: 3144 SW 13th Drive City: Deerfield Beach State: Florida Zip: 33442 Qualifier Name: Robert P. Van Kirk Jr. Phone#: 954-755-4402 State Certification or Registration M CPC-045956 rtificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: N City: State Value of Work for this Permit: $ t L C)OU Square/Unear Footage of Work: Type of Work: ❑ Addition ❑ Alteration n ew ❑ Repair/Replace Description of Work: p I '� 1 S T o 6V r-N 4--o,Ir.::� Specify color of color thru tile:, Submittal Fee $_ Scanning Fee $ _ Technology Fee $, Structural Reviews $ Permit Fee $ Radon Fee $ Training/Education Fee $ Zip: ❑ Demolition CCF $ CO/CC $ _ DBPR $ Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ r �-5 (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address N/A City State Mortgage Lender's Name (if applicable) _ Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature V/ g g W N ER or AGENT CONTRACTOR The fongoing instrument was acknowledged before me this day of 20 by Matthew & Elizabeth Allen , who is personally known to me or who has produce s identification who did to an oath. NOTARY PU LIC: Print: Seal: The foregoing instrument was acknowledged before me this day of rail/ 20 �G ' , by i��2-�-' � ��`i�iv� sonally known to me or who has produced as identification a who did ke an oath. NOTARY PUBLIC: EXPIF,ES,June 7, 2021 3onded ThrAftig.iy Public Jndrm titers ************************************************************************************************************ APPROVED BY 5� Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Location Address Parcel Number 1420 NE 101ST ST, Miami Shores, FL 33138 1132050230050 Contacts MATTHEW ALLEN Owner VAN KIRK & SONS INC Contractor 1420 NE 101 ST, MIAMI SHORES, FL 33138 ROBERT P VAN KIRK JR Other: 3056732847 3144 SW 13 DR, DEERFIELD BEACH, FL 33442 Business: 9547554402 esandoval@vankirkpools.com Other:7863262747 Inspection Requests Description: NEW FOUNTAIN Valuation: $ 21,000.00 305 46� Total Sq Feet: 0.00 Fees Amount Application Fee - Other $50.00 CCF $12.60 DBPR Fee $9.45 DCA Fee $6.30 Education Surcharge $4.20 Permit Fee $580.00 Planning and Zoning Review Fee $35.00 Scanning Fee $9.00 Structural Review ($45) $45.00 Technology Fee $15.75 Total: $767.30 Building Department Copy Payments Date Paid Amt Paid Total Fees $767.30 Check # 43392 05/16/2019 $50.00 Check # 43464 06/13/2019 $717.30 Amount Due: $0.00 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulaWMconstruction O'd-Aning. Futhermore, I authorize the above named contractor to do the work stated. Owner /! Applicant / Contractor / Agent Date June 13, 2019 Page 2 of 2 Jan Pro Series qy by ZODI AC =, ■IM1■■ - h? R 4! . �I/#' r - t � 4 ,-ter.-A• Z� ZODIAC rAW AW AW., a : t . .- RoPro Pump Flops PUMP Campacf;Versatile, Powerful • .•• . .. FlMrosis desi�n�dtvlth anir�aouative adjustable base, allowing far simple installation on neweenstruction, or quick and easy o••• • replacement o Lxj!j,ting pupld?.With the FloPro, minimal p1u'm* Vng adjustments are re;Ured, thereby enabling cost .. • . 000 . .. .. . etf;Gljtip.pumljrdp�temerfl: •, Medium -head, high -flow peljpain an ultra compact body. „ ' Wellent choice for tighj ejuiplolent areas. 000000 o a Adjustable base options lipow for easy replacement of select "ayward®,Pentair®, StarRlto%, and Jandy pumps. • • • • ErgonomicVb" lock Lid with easy alignment indicators. • Equipped with 2" unions & 2" internal threads. • Quiet operation. » Easy to Use Innovative pump equipped with ergonomic cam -Lock lid for easy alignment and strainer basket cleaning, handle brackets, and 2" pump unions. » Energy And Cost Efficient Energy -efficient 2-speed models provide uncompromising power to filter and recirculate pool and spa water while keeping costs down. »� Easy To Install FLoPro enables easy drop -in replacement of most leading pumps. With its innovative inline connectivity, you can get rid of unsightly pipes and plumbing. FloPro Pumps make it easy to replace many existing pumps including Hayward Super Pump® or Pentair WhisperFLoO and SuperFLo@ pump. �e �_91L-e� _waa:j Type o �ase Componentss No base Hayward®SuperPump7' Pentair"erequired .0''1 Option? SuperFlo,Sta-Rite°JSuperMax —. Option 2 Small base Hayward Super II" Jandy Pro Series PIusHP and Max HP ■IIat1•�nt Option 3 Smallbase Pentair WhisperFlo! with spacers Sta-Rite Dyna-Glas � Option4'• Small base + Sta-Rite Max-E-Pro® Sta-RiteDura-Glase Large base Sta-Rite Dura-Glas II, Sta-Rite Max-E-Glase —Optional: Part # R0546400 ��; '•a Zodiac Pool Systems, Inc. a 2620 Commerce Way, Vista, CA 92081 1.800.822.7933 1 www.ZodiacPooLSystems.com C:t Zodiac Pool Systems Canada, Inc. �� 2115 South Service Road West, Unit #3, Oakville, ON L6L 5W2 _ Zodi,,Poe1Sy,tem,.c 1.888.647.4004 1 www.ZodiaePooLSystems.ea DIMENSIONS Bolt Holes, Center to Center Front Edge of Union to Center of Bolt Holes Model No. Horse Power Voltage Amps Recommended Pipe Size Carton weight Overall Length-W FHPM .75 .75 230/115 5.4/10.8 11/2-2- 40.61bs. 253/16' FHPM 1.0 FHPM 1.5 1.00 1.50 230/115 230/115 7.1/14.2 8.0/16 2-21/2" 2-21/2" 41.21bs. 42.6 lbs. 253/16- 251h" FHPM 2.0 2.00 230/115 11.2/22.4 2-21/2" 54.61bs. 273/16' FHPM 2.5 2.50 230 11.5 21/2-3- 48.61bs. 26ViC FHPM 1.0-2-SPD 1.00 230 7.1/2.3 2-21/2" 46.5 tbs. 265/16- FHPM 1.5-2SPD 1.50 230 8.0/3.0 2-21/2 48.01bs. 269/16- FHPM 2.0-SPD 2.00 230 11.2/3.5 2-21/2" 52.9 lbs 2711/1a' Total Dynamic FloPro Series Pumps Pounds Per Head Max -Rated (FHPM) square Inch (Feet of Water) (PSQ 110 100 (sF e�— @2013 Zodiac Pool Systems, Inc. SL6206 Rev C 1113 F'� ZODIAC@ is a registered trademark of Zodiac International, S.A.S.U., used under license. All other trademarks used herein are the property of their respective owners. FHPM 2.5 F11PM.75 FHPM 2.0 Low Speed ...� �. ... ... FHPM 2.0 FHPM 1.5 FHPM 1.0 FHPM 1.0 Low Speed FHPM 1.5, Low Speed - 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 Flow Rate, Gallons Per Minute (GPM) rzA— • ZODIAC 1 0 Jan � ProYeries buZODIACCR mr.T.T.T?.M z �r ZODIAC r AIF AIF A ji, fe" 1' 4W4 4, AIF., A r t � �F y +� Jw, • R.OPnO- PUMP G.ompad;-*Wrsatile, Powerful Is. . •.. . . . .. F4;P"i6 design;d4ith an•immovative adjustable base, allowing fjr.5in& instaltation on ritytnf tellstruction, or quick and easy replacement ofaxrstng pucil ??.*With the FloPro, minimal ptl.ldljgg adju ,jqg is are;, 69*jlired, thereby enabling cost effective pump r9p0cemeft.'.. �• Medium -head, high-flowIm" poin an ultra compact body. .... Gxcellent choice for tig4 equipment areas. ...... .41justable basebptions.3l.Low 1pr easy replacement of select • Hayward".R entair®, Sta-Rhea, and Jandy pumps. • Ergo nom ie 46_1ock lid with easy alignment indicators. • Equipped with 2" unions & 2" internal threads. • Quiet operation. » Easy to Use Innovative pump equipped with ergonomic cam -lock lid for easy alignment and strainer basket cleaning, handle brackets, and 2" pump unions. » Energy And Cost Efficient Energy -efficient 2-speed models provide uncompromising power to filter and recirculate pool and spa water while keeping costs down. » Easy To Install FLoPro enables easy drop -in replacement of most leading pumps. With its innovative inline connectivity, you can get rid of unsightly pipes and plumbing. FloPro Pumps make it easy to replace many existing pumps including Hayward Super Pumps or Pentair WhisperFLo@ and SuperFLo@ pump. Type of Components Fits �Ll 0 tionl P No base Hayward`"SuperPumps Pentair° required SuperFlo°Sta-Rite°°SuperMax1° Option 2 Small base Hayward Super II'; Jandy Pro Series PIusHP and Max HP •nd•�ur Option 3 Small base Pentair WhisperFte with spacers Sta-RiteDyna-Glas3"1 Option 4•• Small base + Sta-Rite Max-E-Pro® Sta-Rite Dura-Glas6 'II�� Large base Sta-Rite Dura-Glas II, Sta-Rite Max-E-GLas® "Uptlonal: Fart H KUo4b4UU 0; : 2 Zodiac Pool Systems, Inc. a 2620 Commerce Way, Vista, CA 92081 1.800.822.7933 1 www.ZodiacPooLSystems.com OZodiac Pool Systems Canada, Inc. 2115 South Service Road West, Unit #3, Oakville, ON L6L 5W2 www.2odlaaPuelSYslems.cum 1.888.647.4004 1 www.ZodiacPoolSystems.ca 02013 Zodiac Pool Systems, Inc. SL6206 Rev C 1113 ZODIAC® is a registered trademark of Zodiac International, S.A.S.U., used under license. All other trademarks used herein are the property of their respective owners. DIMENSIONS if Bolt Holes, Center to Center RoPro Pump Front Edge of Union to Center of Bolt Holes • Horse •ecemme.d.a Carton Overall . Model No. Power Voltage Amps Pipe Size weight Length'A FHPM .75 .75 230/115 5.4/10.8 11/2-2" 40.6 tbs. 253/,6' FHPM 1.0 1.00 230/115 7.1/14.2 2-21/2" 41.21bs. 253/16- FHPM 1.5 1.50 230/115 8.0/16 2-21/2" 42.6 lbs. 251/2" FHPM 2.0 2.00 230/115 11.2/22.4 2-21/2" 54.6 lbs. 27VIC FHPM 2.5 2.50 230 11.5 21/2-3" 48.61bs. 263/1e' FHPM 1.0-2-SPD 1.00 230 7.1/2.3 2-21/2" 46.5 Lbs. 265/u" FHPM 1.5-2SPD 1.50 230 8.0/3.0 2-21/2" 48.01bs. 269/1d' FHPM 2.0-SPD 2.00 230 11.2/3.5 2-21/2" 52.91bs 2711/15' PERFORMANCE Total Dynamic FloPro Series Pumps Pounds Per Head Max -Rated (FHPM) square Inch (Feet of water) (Pso ,zo 110 IN 90 80 70 SO so 40 30 20 10 t FHPM 2.5 1 FHPM .75 FHPM 2.0 L«•speea ..` FHPM 2.0 ..,........ ..... FHPM 1.5 FHPM 1.0 FHPM 1.0 I- SP ` FHPM 1.5. Low Speed 35 30 25 zo 15 10 5 0 0 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 Flow Hate, Gallons Per Minute (GPM) s zont.ac. and r- _ � ycrics I.y %DUTAC' INSTALLATION MANUAL ENGLISH .. • • • Jandy Pro Series Watercolors LED Lights Underwater Large and Small Light FOR YOUR SAFETY - This product must be installed and serviced by a contractor who is licensed and qualified in pool equipment by the jurisdiction in which the product will be installed where such state or local requirements exist. The maintainer must be a professional with sufficient experience in pool equipment installation and maintenance so that all of the instructions in this manual can be followed exactly. Before installing this product, read and follow all warning notices and instructions that accompany this product. Failure to follow warning notices and instructions may result in property damage, personal injury, or death. Improper installation and/or operation will void the warranty. Improper installation and/or operation can create unwanted electrical hazard which can cause serious injury, property damage, or death. ATTENTION INSTALLER -This manual contains important information about the installation, n operation and safe use of this product. This information should be given to the owner/ operator of this equipment. 6/ !J VLilml. Page 2 Jandy® Pro Series, WaterColors LED Lights Installation Manual Table of Contents Section 1. Safety Information .......................... 3 Section 6. Jandy WaterColors LED Light Oper- ating Instructions ........................... 8 Section 2. Product Description and Model Num- 6.1 To Operate the Light and Change Colors........... 8 bers .......4 6.2 To Reset to the Beginning of the Color Sequence 10 Section 3. Installing Jandy Light Fixture during • • • N. Construction ........................... 5 ...... 9.3.1 .... . . PrgRgri,g the Light Fixture for Installation.......... 5 .:.3Z Inslahg1he Ligl tUW lure ................................. 6 . . ..... . 0 • Se+ction.4.. .ftplacjng-Jandy Light Fixture in an EScisting' Pdol or Spa ....................... 6 ..... ...4.1 .... ...... Pr$pgrjq j the Ligllt'F.ixture for Replacement...... 6 • 4.2 ...... Replacing the Ught•F xture................................ . . . . 7 ;..S*tion 5. Wiring.Opti4ns for Controlling Jandy . * ..WaterColors LED Lights ................ 8 5.1 Wiring to an AquaLink® IRS Control System ....... 8 5.2 Wiring to a Time Clock ....................................... 8 5.3 Wiring to a Switch ............................................... 8 Section 7. Replacing Light Engine (PCB)..... 10 Section 8. Twelve (12) Volt Installation......... 13 Section 9. Exploded View and Replacement Parts ...... 14 9.1 Jandy Large WaterColors LED Light ................ 14 9.2 Jandy Small WaterColors LED Light ................ 15 Jandy° Pro Series, WaterColors LED Lights Installation Manual Page 3 Section 1. Safety Information IMPORTANT SAFETY INSTRUCTIONS PERTAINING TO A RISK OF FIRE, ELECTRIC SHOCK, OR INJURY TO PERSONS READ AND FOLLOW ALL INSTRUCTIONS When installing and using this electrical equipment, basic safety precautions should always be followed, including the following: A WARNING""• "' RISK OF ELECTRICAL SHOCK OR ELECTROCUTION. This underwater light nV.tVL-installettbyea ••• licensed or certified electrician in accordance with the National Electrical Code and apptiCable'local codes and ; •„ ordinances. Improper installation will create an electrical hazard, which could result in ddath•gr seriQ" intiry to pool or spa users, installers, or others due to electrical shock, and may also cause damatb tb property. Read ar": follow the specific instructions below. ...... .... ... ..., A WARNING ' • Before installing this underwater light, read and follow all warning notices and instructions *accompar:yiQgthis light. Failure to follow safety warnings and instructions can result in severe injury, death, or property damaqv.'Call (707) 776-8200 for additional free copies of these instructions. CAUTION Except when the Jandy Pro Series WaterColors LED Lights are installed in an area of the swimming pool that is not used for swimming and the lens is adequately guarded to keep any person from contacting it, the light shall be installed in or on a wall of the pool, with the top of the lens opening not less than 18 inches (457 mm) below the normal water level of the pool t ATTENTION INSTALLER This manual contains important information about the installation, operation and safe use of this product. This information should be given to the owner/operator of this equipment. NOTICE The Jandy Pro Series WaterColors LED Lights are intended for installation in fresh water and salt water swimming pools. It is important to ensure that the wet niches in which the lights are installed are intended for their appropriate application, either fresh water or salt water pools. SAVE THESE INSTRUCTIONS Page 4 Jandy® Pro Series, WaterColors LED Lights Installation Manual Section 2. Product Description and Model Numbers Model # WaterColors Light Size Voltage Amps Cord Length Face Ring Material CPLVLEDS30 Large 12 Volt AC 4.0 30 feet Stainless Steel CPLVLEDS50 Large 12 Volt AC 4.0 50 feet Stainless Steel CPLVLEDS100 Large 12 Volt AC 4.0 100 feet Stainless Steel CPLVLEDP100 Large 12 Volt AC 4.0 100 feet Plastic CPLVLEDS50C Large 12 Volt AC 4.0 50 feet Stainless Steel "PLVLI*p,%1DbC Large 12 Volt AC 4.0 100 feet Stainless Steel CPLVL�DP1UQC Large 12 Volt AC 4.0 100 feet Plastic go 0 go CPHVLEDS30 a 120 Volt AC 0.4 30 feet Stainless Steel tT)HVLE-DS50 Ls a 120 Volt AC 0.4 50 feet Stainless Steel CPHVLEDS100 Wge 120 Volt AC 0.4 100 feet Stainless Steel j?HVL€D'P100 �a qe 120 Volt AC 0.4 100 feet Plastic CPHVLEDS150 iLspqe 120 Volt AC 0.4 150 feet Stainless Steel UPHVLELS250 Large 120 Volt AC 0.4 250 feet Stainless Steel tZPHVLEjaS5QC l @Ege 120 Volt AC 0.4 50 feet Stainless Steel CPHVLEi33100C Large 120 Volt AC 0.4 100 feet Stainless Steel CPHVLEDP100C Large 120 Volt AC 0.4 100 feet Plastic CSLVLEDS30 Small 12 Volt AC 2.0 30 feet Stainless Steel CSLVLEDS50 Small 12 Volt AC 2.0 50 feet Stainless Steel CSLVLEDS100 Small 12 Volt AC 2.0 100 feet Stainless Steel CSLVLEDP100 Small 12 Volt AC 2.0 100 feet Plastic CSLVLEDS50C Small 12 Volt AC 2.0 50 feet Stainless Steel CSLVLEDS100C Small 12 Volt AC 2.0 100 feet Stainless Steel CSLVLEDP100C Small 12 Volt AC 2.0 100 feet Plastic CSHVLEDS30 Small 120 Volt AC 0.2 30 feet Stainless Steel CSHVLEDS50 Small 120 Volt AC 0.2 50 feet Stainless Steel CSHVLEDS100 Small 120 Volt AC 0.2 100 feet Stainless Steel CSHVLEDP100 Small 120 Volt AC 0.2 100 feet Plastic CSHVLEDS150 Small 120 Volt AC 0.2 150 feet Stainless Steel CSHVLEDS250 Small 120 Volt AC 0.2 250 feet Stainless Steel CSHVLEDS50C Small 120 Volt AC 0.2 50 feet Stainless Steel CSHVLEDS1 DOC Small 120 Volt AC 0.2 100 feet Stainless Steel CSHVLEDP1 DOC Small 120 Volt AC 0.2 100 feet Plastic Jandy® Pro Series, WaterColors LED Lights Installation Manual Page 5 Section 3. Installing Jandy Pro Series Light Fixture during New Construction A WARNING Risk of Electrical Shock or Electrocution. This underwater light must be installed by a licensed or certified electrician or a qualified pool serviceman in accordance with the National Electrical Code and all applicable local codes and ordinances. Improper installation will create an electrical hazard, which could result in death or serious injury to pool or spa users, installers or others due to electrical shock, and may also cause damage to property. Always disconnect the power to the color light at the circuit breaker before installing or servicing the light. Failure to do so could result in death or serious injury to serviceman, pool or spa users or others due to electrical shock. 3.1 Preparing the Light Fixture for Installation NOTE The electrician must complete preparatory steps before light fixture is installed. See Figure 1. Ensure that the pool meets the requirements of the current National Electrical Code and all local codes and ordinances. A licensed or certified electrician must install the electrical system to meet or exceed those requirements before the underwater light is installed. Some of the requirements of the National Electrical Code, which the pool electrical systems must meet, are as follows: The lighting circuit must have a Ground Fault Circuit Interrupter (GFCI) for 120 volt models, and must have an appropriately rated circuit breaker. 2. The junction box (or, for 12 volt models, the low voltage transformer) must be located at least eight (8) inches above water level, at least four (4) inches above ground level, and at least four (4) feet from the edge of the pool. See Figure 1. 3. The light fixture and all metal items within five (5) feet of the pool must be properly electrically bonded to a reliable point of grounding. 4. The wet niche must be properly installed so that the top edge of the underwater light's lens is at least 18 inches below the surface of the water in the pool. See Figure 1. The wet niche must be properly electrically bonded and grounded via the No. 8 AWG ground connector located at the rear of the niche. See Figure 1. NOTE To be certain that the pool's electrical system meets all applicable requirements, the electrician should also consult the local building department. Use only approved wet niches (see following note) to ensure a safe and proper installation. NOTE Jandy Pro Series lights are ETL listgd'(i_'11.,report/ file 3141154CHI) for i*talLatipn with drllpfhe folloOiitt' •;' manufacturer's wet nicltdfixt8res: • • • + ...... .. . ..... . Larae Niche Model NUMddi%: ' ' • Jandy Pro Series: PL (!ERg, Pl-%;YFCUG, . . SSNICLRG1R, SSNICF-RG1S 0 •••.. Pentair: 620004, 78210V011 1ru 709! • ; • + • • • • • 78210401,792067000 •• 00 0 96969• Hayward DuraNiche: OP06aQU • Sta-Rite: 05161-235Ahru 2369, 05463-2695 +• •• • • thru 2396 + + + .. . . .. Small Niche Model Numbers: ++•. Jandy Pro Series: PLNICSM, SSNICSM, Pentair: 78241100, 78242200, 78242300 78243100 thru 300, 78244100 thru 300, 79206600 Hayward DuraNiche: SP0601 U Sta-Rite: 05166-1017 thru 1034, 05167-1035 thru 1037 Pentair" and Sta-Rite" are registered trademarks of Pentair, Inc. Hayward' is a registered trademark and DuraNiche"" is a trademark of Hayward Pool Products, Inc. 48" min. 8" min.lunction Box or Low Voltage Transformer, to the max water level of the pool. Rlgid Conduit 18" min.to top of Lens. k8 AWG Ground Connector bonding Concrete must be cut is located at rear back around Niche to of niche. allow for a compacted JJ plaster seal. 11.50" Coil 4 ft. of light cable 16"' around Fixture. Figure 1. Jandy Pro Series Digital Color Light Installation Page 6 Jandy® Pro Series, WaterColors LED Lights Installation Manual 3.2 Installing the Light Fixture NOTE Perform these steps only after the electrical system requirements are met. 1. Feed cord through conduit to junction box, leaving at least four (4) feet of cord at the light fixture to coil into the base of the light niche, see Figure 1. The four (4) feet of cord allows the light to be serviced after the pool is filled with water. ..... ... . 2. Cut the cord at the junction box, leaving at least sib •(rN inches of cord to make connections. 3. Strtp six (6) ipebes Qf the outer cord jacket to 494os'b.the thtee Mulated wires. Be careful not to damage the ins1a�ion on the three (3) inner wires. ..... . �4. Install strain roWover cord jacket and connect • all three (3) wirel to the corresponding circuit yv 4l%*ip the jW011 box. Install the junction box cover. f. Coil the 4-foot 1•eng;h of cord around the fixture or into•the base of the pool niche, and place the lightatsembly intd the niche. 6. Engage the retainer tab on the bottom of the face ring, then pivot the top of the fixture inward and tighten the special pilot screw. A WARNING Use only the special pilot screw provided with this underwater light. This screw mounts and electrically grounds the housing securely to the mounting ring and wet niche. Failure to use the screw provided could create an electrical hazard, which could result in death or serious injury to pool or spa users, installers or others due to electrical shock. 7. Fill the pool until the underwater light is completely submerged in water before operating the light for more than 10 seconds. Turn on main switch or circuit breaker, and the switch, which operates the underwater light, to check for proper operation. Refer to Section 6, Operating Instructions. A WARNING Never operate this underwater light for more than 10 seconds unless it is totally submerged in water. Without total submersion, the light assembly will get extremely hot, which may result in serious burns or in breakage of the bulb or lens. This may result in serious injury to pool or spa users, installers, or bystanders or damage to property. Section 4. Replacing Jandy Pro Series Light Fixture in an Existing Pool or Spa A WARNING Risk of Electrical Shock or Electrocution. This underwater light must be installed by a licensed or certified electrician or a qualified pool serviceman in accordance with the National Electrical Code and all applicable local codes and ordinances. Improper installation will create an electrical hazard, which could result in death or serious injury to pool or spa users, installers or others due to electrical shock, and may also cause damage to property. Always disconnect the power to the color light at the circuit breaker before installing or servicing the light. Failure to do so could result in death or serious injury to serviceman, pool or spa users or others due to electrical shock. 4.1 Preparing the Light Fixture for Replacement Verify that the pool meets the requirements of the current National Electrical Code® (NEC) and all local codes and ordinances. A licensed or certified electrician must install the electrical system to meet or exceed those requirements before the underwater light is installed. Some of the requirements of the National Electrical Code, which the pool's electrical system must meet, are as follows: 1. The lighting circuit must have a Ground Fault Circuit Interrupter (GFCI) for 120 volt models, and must have an appropriately rated circuit breaker. 2. The junction box (or, for 12 volt models, the low voltage transformer) must be located at least eight (8) inches above water level, at least four (4) inches above ground level or pool deck level, and at least 48 inches from the edge of the pool or spa. See Figure 1. 3. The light fixture and all metal items within five (5) feet of the pool must be properly electrically bonded to a reliable point of grounding. 4. The wet niche must be properly installed so that the top edge of the underwater light's lens is at least 18 inches below the surface of the water in the pool. See Figure 1. Jandy® Pro Series, WaterColors LED Lights Installation Manual E Page 7 5. The wet niche must be properly electrically bonded and grounded via the No. 8 AWG ground connector located at the rear of the niche. See Figure 1. To be certain that the pool's electrical system meets all applicable requirements, the electrician should also consult the local building department. 4.2 Replacing the Light Fixture NOTE Perform these steps only after the electrical system requirements are met. A WARNING Failure to bring the pool's electrical system up to code requirements before installing the underwater light will create an electrical hazard which could result in death or serious injury to pool or spa users, installers, or others due to electrical shock, and may also cause damage to property. NOTE The light fixture may be replaced without removing water from the pool. 1. Turn off the main electrical switch or circuit breaker, as well as the switch, which operates the underwater light. 2. Unscrew the special pilot screw at top of the face ring and remove the light assembly from the niche, and place the assembly on the deck. A WARNING Be sure to keep the special pilot screw provided with this underwater light. This screw mounts and electrically grounds the housing securely to the mounting ring and wet niche. Failure to use the screw provided could create an electrical hazard, which could result in death or serious injury to pool or spa users, installers or others due to electrical shock. Remove Junction Box cover, disconnect the light fixture wires and strain relief, and then pull the cord out of the conduit from the niche. 4. Feed the new light fixture cord through the conduit from the niche to the Junction Box. NOTE Depending on the length of the conduit, special tools may be required to pull the cord through the conduit. 5. Leave at least four (4) feet of cord to coil around the light fixture or coiled into the base of the light niche, see Figure 1. This allows the light to be serviced after the pool is filled with water. 6. Cut the cord at the Junction Box, leaving at least six (6) inches of cord to make connections. 7. Strip six (6) inches of the outer cord jacket from the cord to expose the three insulated wires. Be careful not to damage the insulation on the three (3) inner wires. 8. Install the strain relief over the cord jacket and connect all three wires to the corresponding circuit wires in the junction box. Install the junction box cover. 9. Reinstall the light assembly into the Ai*&e and tighten the special pilot sc dew. • • • • • A WA•RI41NG :••, Use only the special pilot s4ew4rovid&Mfithis ..., underwater light. This screw wwounts and•WeetricallyeY:.. grounds the housing secure0o,the mounting:ring • • • and wet niche. Failure to uae-the-screw provided could create an electrical hazard -which coulctresAt•in death - or serious injury to pool orgpa•&jjers, installers or :••, others due to electrical shock' • as • 10. Fill the pool until the underwater light is completely submerged in water before operating the light for more than 10 seconds. Turn on main switch or circuit breaker, as well as the switch, which operates the underwater light, to check for proper operation. Refer to Section 6, Operating Instructions. A WARNING Never operate this underwater light for more than 10 seconds unless it is totally submerged in water. Without total submersion, the light assembly will get extremely hot, which may result in serious burns or in breakage of the bulb or lens. This may result in serious injury to pool or spa users, installers, or bystanders or in damage to property. Page 8 Jandy® Pro Series, WaterColors LED Lights Installation Manual Section 5. Wiring Options for Controlling Jandy Pro Series WaterColors LED Lights NOTE The Jandy Pro Series WaterColors Lights will not operate properly with light dimmers. Do not wire the Jandy Pro Series Lights to any dimming circuitry. To the extent allowed by code and capacity of the electrical *e-anent, multiple Jandy Pro Series lights ...... .... . . • may be jortrolled with tas Ingle switch so their colors will. jlvays It NAroni4e4 ... • .. O • - ... 8&arate gwitcbes may.In }used to control the on/off ,..." cololi?iiSHons oTeaiwli Tandy Pro Series light. It is • • + eeommexdad that the*© switches be located next to each • ; • •ott'ier to facilitate simpie cel�or synchronization when desired. API switchesv*mv De operated at the same time to assure• iroko:svnchronization. Otherwise, the lights will • • -wVrk inde�p�end�ntly of eac1rother. I..:.* 5.1 Wiring to an AquaLink' RS Control System The Jandy Pro Series WaterColors Lights can be wired into the Jandy Pro Series AquaLink RS control system to provide simplified operation of the lights, as well as a means to synchronize the color change function. Connect the lights to one of the auxiliary relays in the Power Center. NOTE It is recommended to connect one light per relay so each light can be controlled separately. However, up to four lights can be connected on a single relay. If there are more than four lights installed on one AquaLink RS system, ensure there is more than one auxiliary relay available in the Power Center. Refer to Figures 2 and 3 to connect the Jandy Pro Series Color Lights to the Power Center. CAUTION A Ground Fault Circuit Interrupter (GFCI) must be provided for 120 volt models. The conductors on the load side of the GFCI circuit shall not occupy conduit, boxes, or enclosures containing other conductors unless the additional conductors are also protected by a GFCI. Refer to local codes for complete details. NOTE The Jandy Pro Series WaterColors Lights are available in 120-volt and 12-volt versions. If installing a 12-volt light, a 120-volt/12-volt step-down (AC) transformer must be used. For more information about 12-volt installations, refer to Section 8 of this manual. 5.2 Wiring to a Time Clock The Jandy Pro Series WaterColors Lights can be wired into a basic time clock to automatically turn on the lights at a predesignated time. Refer to Figure 4 to connect the lights into the time clock. 5.3 Wiring to a Switch The Jandy Pro Series WaterColors Lights can be wired into a switch to manually turn on/offthe lights. Refer to Figure 5 to connect the lights into the switch. Section 6. Jandy Pro Series WaterColors LED Light Operating Instructions 6.1 To Operate the Light and Change Colors Turn the light ON. The first time the light is turned on, the color sequence begins with the Alpine White. To change the color, turn the light OFF and then ON within three (3) seconds. Continue turning OFF and ON until the desired light color mode is reached. See Table 1 for the color mode sequence. Table 1. Jandy Pro Series WaterColors Lights Sequence Sequence Order Color Modes 1 Alpine White 2 Sky Blue 3 Cobalt Blue 4 Caribbean Blue 5 Spring Green 6 Emerald Green 7 Emerald Rose 8 Magenta 9 Violet 10 Slow Color Splash 11 Fast Color Splash 12 America the Beautiful 13 Fat Tuesday 14 Disco Tech NOTE When the light is turned OFF for more than seven (7) seconds, it will remain in the color set that is currently active. When the light is turned back ON, the light will be on the same color set. Jandy® Pro Series, WaterColors LED Lights Installation Manual A1119HERRMW Page 9 ao < <o �w iXar Pump Rda Ux e e m me me me 0000 �s000 �p00I 0 I1?Il TO IRE O0 0 0 0O0 0 J J J o 120 VAC Power Supply 32 120V LED Light o Black Black `-- Neutral GFCI White JUNCTION White Ground Green BOX Green Ground Figure 2. 120-Volt Jandy Pro Series WaterColors Light Wiring Diagram >z o it oe 0m me m0 00 00 00 e0 mm relRel Rel IRRe0 120 VAC Power Supply 12V lil_r LED Light it Black Black Black Neutral White 120V112V White JUNCTION White Transformer BOX Green Green ee Gr n Ground Figure 3. 12-Volt Jandy Pro Series WaterColors Light Wiring Diagram 120V LED Light Clock Motor Y • o u .. • r o m 3 � Neutral � A 1 2 0 Black Wh te. JUNCTION 00. Line GFCI L 0 BOX N (L • •— ♦ • U) s Ground r a Ground • • • w• ••0 a+ • •+• • •wr•r• + • ••s • •r Figure 4. Wiring the Jandq;Prq Serieas�VVtgrCo1ais • • Light to a TimePeldek ° • • •' • • • • • rya •••e wr•• 120V LED Light Y d � l0 L N SWITCH m 3 Neutral � White Black a Line Black White JUNCTION N GFCI BOX �y Ground Ground Green Figure 5. Wiring the Jandy Pro Series WaterColors Light to a Switch • Page 10 Jandy® Pro Series, Watercolors LED Lights Installation Manual 6.2 To Reset to the Beginning of the Color Sequence Turn the light OFF, wait four (4) to five (5) seconds, then turn ON, the light will return to the beginning of the color cycle (Alpine White). NOTE If an Aqual-ink IRS control system is being used the color set can be selected using the indoor controller. NOTE To synchronize colors on multiple Jandy Pro Series WaterColors Light systems wired to separate switches, Wen the above actions on all of their switches •' • 41.0 sifmAtcaneously. *All Jandy Pro Series WaterColors • It egtroAa -, 'its will syneh; automatically if activated by the .060.0 samerwitch. Nosotkor accessories are required. :%'b:8*ecti-o`-n--7. Refacing Light 0941*0 • ` ' ` Enkhiv (PCB) • • '! ANARNING • wY • • of Always%i;C-gAnect power to the color light at the circuit breaker before servicing the light. Failure to do so could result in death or serious injury to installer, serviceman, pool or spa users or others due to electrical shock. Turn off the main electrical switch or circuit breaker, as well as the switch, which operates the underwater light. Be sure to have the following items: • A new lens gasket, P/N R0451101 for the large light or P/N R0400501 for the small light. • A light engine. See Table 2 for specification. A WARNING Replace light engine with the same type. Failure to replace the light engine with the same type will damage the light assembly and may cause an electrical hazard resulting in death or serious injury to pool or spa users, installers, or others due to electrical shock, and may also cause damage to property. Be sure the power is switched OFF before removing or installing PCB. Allow PCB to cool before replacing. To remove the light assembly, unscrew the special pilot screw at the top of the face ring, remove light assembly from niche and gently place assembly on the deck. It is not necessary to drain down the pool. See Figure 6. Table 2. Light Specifications Jandy Pro Series Fixture Light Engine (PCB) Model Voltage Part Number WaterColors 12 Volt AC R0474000 Large Light WaterColors 120 Volt AC R0474100 Large Light WaterColors 12 Volt AC R0473900 Small Light WaterColors 120 Volt AC R0473900 Small Light A WARNING Be sure to keep the special pilot screw from this underwater light. This screw mounts and electrically grounds the housing securely to the mounting ring and wet niche. Failure to use the screw provided could create an electrical hazard, which could result in death or serious injury to pool or spa users, installers or others due to electrical shock. 4. Pool Clamp Removal. a. Loosen the Phillips head screws (six (6) for small light, eight (8) for large light) to allow the bottom clamp to be removed from the face ring assembly. Do not remove the screws or the retaining rings. The retaining rings prevent the screws from falling free from the bottom clamp and also aid in ease of assembly. b. Remove the bottom clamp, the face ring assembly, the glass lens, and the gasket from the fixture. Remove the gasket from the lens. Refer to Section 9, Exploded View and Replacement Parts. Light Engine Replacement a. 12V Small Light Engine (PCB) Replacement 1. Remove two (2) nuts and two (2) washers. 2. Unplug the quick disconnect terminals from the light engine. 3. Remove the light engine from the light fixture. 4. Place new light engine into the fixture with the orientation shown in Figure 7. 5 Secure the light engine with one (1) nylon washer and one (1) nut. Torque to 12 in-lbs. 6. Place a nylon washer on the other stud and place the green ground wire terminal on the nylon washer and secure both with the nut. Torque to 12 in-lbs. Jandy® Pro Series, WaterColors LED Lights Installation Manual Page 11 POOL LIGHT POOL WALL Power Niche ASSEMBLY Cord Unscrew pilot screw and pull top of I ght assembly away rom pool wall Bonding cable � PILOT SCREW OPush up on bottom of light assembly test • • eve* ••• • • • • ••••t• • • ••• Figure 6. Removing the Jandy Pro Series Watercolors Light Assembly for Light Engine Replacement 7. Plug in the quick disconnect wire (white for the 12V and red for the 120V) onto the terminal (AC 1) of the light engine. 8. Plug in the quick disconnect wire (black for the 12V and blue for the 120V) onto terminal (AC2) of the light engine. b. Large Light Engine (PCB) Replacement (120V and 12V) 1. Remove three (3) nuts and washers. 2. Unplug the quick disconnect terminals from the PCB. 3. Remove the light engine from the light fixture. 4. Place new light engine into the fixture with the orientation shown in Figure 8. 5 Secure the new light engine (PCB) with two (2) nylon washers and two (2) nuts. Torque to 12 in-lbs. 6. Plug in the white quick disconnect wire onto the terminal (J2) of the light engine. 7. Plug in black quick disconnect wire onto terminal (J6) of the light engine for the 12V models; or terminal (J3) of the light engine for 120V models. • • • • • • • • •••••• .... . .•... s•••t• ••e• •e•e• • •••••• • • • • • • •••••• 8a. For 12V model;plaoce,a nylon washer onelAe stud and place the green gro16w�re terminal on the nylon washer and secure both with the nut. Torque to 12 in-lbs. 8b. For 120V models, place the green ground wire on the stud and secure with the nut. Torque to 12 in-lbs. 6. Reassemble the fixture. a. If not already done, remove the gasket from the glass lens and install a new gasket, P/N R0451101 for the large light and R0400501 for the small light, on the lens. On the small light, remove the diverger from the lens. NOTE A new lens gasket must be used each time the light is reassembled. Page 12 Jandy Pro Series, WaterColors LED Lights Installation Manual A WARNING Risk of Electrical Shock or Electrocution. Always install a new lens gasket whenever disassembling the light (Jandy Color Light Gasket P/N R0451101 for large light and P/N R0400501 for small light). Failure to do so may permit water to leak into the assembly, which could cause: (a) An electrical hazard resulting in death or serious injury to pool or spa users, installers, or others due to electrica4;Dpck, or • • (b) A rggllugction otthe•4randy WaterColors Light, %Which Inccti;e coulgpl%tjllin serious injury to pool or Spa user$% installers .4.Wtanders, or in damage to Soso ••••• • •••• • .. .... ...... ogoo • / • • -- /• .. V0,46 `11V) . ree Black (12V) • J• • • I Red(120y Blue (120V) Nylon Light ®Washer ❑ Engine 0 �o Nut a Secure noun First 00000 ° DODD 0 Figure 7. Small Light Engine (PCB) Replacement and Wiring b. While holding the fixture upright, place the glass lens with the gasket on top of the fixture. Please note that the lens gasket is not symmetrical. Therefore, it must be installed correctly so that the lens can seal to the fixture housing. Place the gasket on the lens so that the thick molded side of the gasket will mate with the housing when the lens is installed, see Figure 10.On the small light, replace the diverger by tucking the tabs between the lens and gasket. NOTE Be sure to face the dull side of the diverger down towards the PCB. c. Position the lens and gasket on the fixture. Place the face ring assembly over the lens and align the pilot screw with the small arrow mark on the face of the lens. Note that the small arrow mark on the face of the lens and the pilot screw of the face ring must be aligned with the arrow located on fixture label that reads, "Arrow on this label must line up with the pilot screw on the Face Ring". See Figure 9. d. While holding the aligned face ring assembly and fixture together, turn the assembly upside down and set it on the old gasket, using the old gasket as an assembly fixture. This will keep the lens and gasket assembly from being pushed out of the face ring while you secure it to the light fixture. e. Spread the bottom clamp over the electrical cord and slide it onto the back of fixture to the top clamp. f. Tighten the Phillips head screws (eight (8) for large light and six (6) for small light) on the light in alternating cross -pattern. Torque screws to approximately 20 in-lbs. Do not over -tighten. g. Discard the old gasket. \White; -- �'•\, green Bla kei j Green Black .) I Nylon o \ Washe Nut Nut .O 0 J2 ® ® ® ® ® ® ® ® ® ® ® ® ® ® ® ® ® ® ® ® ® ® ® ® ® ® ® ® ® ® ® ® ® ® ® ® ® ® ® ® ® ® Secure Secure First c First 12V Wiring 120V Wiring Figure 8. Large Light Engine (PCB) Replacement and Wiring Jandy® Pro Series, WaterColors LED Lights Installation Manual Page 13 Align arrow of the lens with the pilot screw Figure 9. Alignment of the Lens, Face Ring, Housing and Clamps for WaterColors Lights 7. Reinstall the Jandy Pro Series Light into niche fixture. a. Coil the extra four (4) feet of cord around the fixture or into the base of the niche and place the light assembly into the niche. b. Engage the retainer tab on the bottom of the face ring, then pivot the top of the fixture inward and tighten the special pilot screw. A WARNING Use only the special pilot screw provided with this underwater light. This screw mounts and electrically grounds the housing securely to the mounting ring and wet niche. Failure to use the screw provided could create an electrical hazard, which could result in death or serious injury to pool or spa users, installers or others due to electrical shock. 8. If pool is empty, fill the pool until the underwater light is completely submerged in water before operating the light for more than 10 seconds. Turn on main switch or circuit breaker, as well as the switch, which specifically operates the underwater light, to check for proper operation. A WARNING Never operate this underwater light for more than 10 seconds unless it is totally submerged in water. Without total submersion, the light assembly will get extremely hot, which may result in serious burns or in damage to the light. This may result in serious injury to pool or spa users, installers, or bystanders or in damage to property. Align pilot screw with the arrow located on the fixture label . . .... ...... • • • • • . • Thick molded -00 side of 0 gasket must 0 mate with 00A - bodythe housing Figure 10. Cross Section of Jandy Pro Series WaterColors LED Light Section 8. Twelve (12) Volt Installation A separate 12-Volt AC Transformer is required on all 12- Volt Models. For Jandy Pro Series WaterColors Light use a 150-watt multi -tap 12-volt system per light. NOTE For optimum performance Jandy Pro Series recommends to use one transformer per 12-volt light. To ensure maximum safety, it is strongly recommended that a transformer that has been listed or recognized by a Nationally Recognized Testing Laboratory (NRTL) for the application be used. Page 14 Jandy® Pro Series, WaterColors LED Lights Installation Manual Section 9. Exploded View and Replacement Parts 9.1 Jandy Pro Series Large WaterColors LED Light 5 8 ez. t� • e to e • 0 •• •••• •••••• D.- 11 2 3 4 7 5 6 7 o D e e o 0 0 0 0 0 p0° 0 ° M ..•••0 • DWG #, . Part # . • Description Field Replaceable 1 N/A WaterColors Light Housing NO - Purchase New Light 2 R0474000 Light Engine PCB, 12V Large LED Light w/ Light Shaping YES Diverger 2 R0474100 Light Engine PCB, 120V Large LED Light W/ Light Shaping YES Diverger 3 R0451101 Silicone Gasket YES 4 R0450601 Glass Lens YES 5 R0450701 Clamp Assembly YES 6 R0450801 Face Ring, Stainless Steel (SS) YES 6 R0450802 Face Ring, Plastic, Whitet YES 6 R0450803 Face Ring, Plastic, Black YES 6 R0450804 Face Ring, Plastic, Gray YES 6 R0450805 Face Ring, Plastic Set YES 7 R0450901 Pilot Screw, with Retainer YES 8 R0451001 Clamp Screws (8 Screws and 8 Retainers) YES Mllll Jandy" Pro Series, WaterColors LED Lights Installation Manual Page 15 9.2 Jandy Pro Series Small WaterColors LED Light 7 9� 1 2 4 3 5 4� � 0 F--4 0 � p D 0 Q OP 8 6 7 8 Figure 12. Jandy Pro Series Small WaterColors LED Light Exploded View DWG # Part # Description Field R;p ceable 1 N/A WaterColors Light Housing NO - Purchase New Light 2 R0473900 Light Engine, 12V/120V Small LED Light YES 3 R0474200 Diverger, Light Shaping, Small LED Light YES 4 R0400501 Silicone Gasket YES 5 R0400601 Glass Lens YES 6 R0451201 Clamp Assembly YES 7 R0451301 Face Ring, Stainless Steel (SS) YES 7 R0451302 Face Ring, Plastic, White YES 7 R0451303 Face Ring, Plastic, Black YES 7 R0451304 Face Ring, Plastic, Gray YES 7 R0451305 Face Ring, Plastic Set YES 8 R0450901 Pilot Screw, with Retainer YES 9 R0451401 Clamp Screws (6 Screws and 6 Retainers) YES ...... .... . . ...... . .. ...... ..... . .... ..... .... ...... ...... . .. .. .. ...... . . . . Zodiac Pool Systems, Inc. 2620 Commerce Way, Vista, CA 92081 1.800.822.7933 1 www.ZodiacPoolSystems.com ZODIAC° is a registered trademark of Zodiac International, S.A.S.U., used under license. ZODIAC All trademarks referenced herein are the property of their respective owners. ©2012 Zodiac Pool Systems, Inc. H0305500 Rev B 1208 (ZN4FPOOL =) PRODUCTS 32" UNBLOCKABLE CHANNEL MAIN DRAINS "GB RWS'p-C • Unblockable Safety Drain Design • White PVC Body • Debris Guard Included • Color Covers for a Finished Look • 38.79in2 Open Area • Single or Multiple Drain Use • Seven Year Life • Floor or Wall Installation • Three 2" Socket x 2.5" Spigot Ports • IAPMO Listed TECHNICAL GUIDE PLUMBING PORTS FLOOR WALL FLOW FLOW RATE RATE 2.5" OUTER 308 GPM 212 GPM 2.5" CENTER 200 GPM 168 GPM 2" OUTER 268 GPM 192 GPM 2" CENTER 184 GPM 176 GPM FLOW RATE VERIFIED MAY 2011 TO CPSC TEST PROTOCOL HEAD LOSS (Pa x 1n;) 40 20 0 000000 see ' • .. • • . ❑■■ • . ■ . .. .. .. .. . ...... COLORS .•.•.. 0 0' . . . . ...... .. :96 ...... t " ' Results may vary,reference data only FLOW 80 (GPM) ORDERING GUIDE - WHITE GRAY 160 240 BLACK DARK GRAY 32.72" 32.44' 10.0' I 10.0' TAN DARK BLUE LIGHT BLUE DESCRIPTION .38" BOX QTY 25506-320-000 25506-321-000 25506-324-000 25506-327-000 25506-329-000 25506-369-000 25506-359-000 DRAIN & SUMP 40 25506-320-800 25506-321-800 25506-324-800 25506-327-800 25506-329-800 25506-369-800 25506-359-800 32" COVER 20 25506-320-900 — — — — — — SUMP BODY 1 25506-320-100 25506-321-100 25506-324-100 25506-327-100 25506-329-100 25506-369-100 25506-359-100 COVER & FRAME 1 25620-320-000 — — — — — — HYDROSTATIC RELIEF VALVE 250 25520-050-020 — — — — — — 2" NPT PLUG 450 25506-320-030 — — — — — — DEBRIS GUARD — 32" CHANNEL DRAIN ACCESSORIES ADJUSTABLE COLLAR ADAPTER • Use for Pool Refinish & Remodel • Adds 1/2" - 3/4" • Fits the CMP 32" Channel Drain • For a Perfect Drain Cover Fit and Finish .... ..00 .... .... . . ... .. ...... . .. ...... ..... . . .... . . i ...... . . ..... . .... . . ...... . .. .. .. . ..... . ...... . . . . ;.SWMF2' F'�L:JMRADARTER . .. . . ... .. • Completely & Properly Drain the Sump • Build -in Debris Screen • PATENT PENDING PUMP NOT INCLUDED ORDERING GUIDE 13 =fir. PATENT PENDING REF CMP P/N DESCRIPTION BOX CITY A B 18 POOL I SPA I BATH �, l® everything mattersCM!"111141111P. no.00, CS@c-m-p.com I www.c-m-p.com (02014 CMP 10000-000-312 0114sb Table 1. Cartridge Filter Specifications CSi0O CS1SO CS200 CS2SQ F ter Area (W) 100 150 200 250 Max. Flow igprn) 100 125 125 125 Six Hour Capadty (gal.) 36.000 45,000 45,000 45.000 Fight Hour Capacity (gal ) 48.000 60,000 00,000 60.O0p Normal Start Up Pressure (psi) 6-15 6-15 6-15 6-15 Max. Working Pressure (psi) 50 50 50 50 •• Dimension 'A" 32 318' 1 32 3./8" 42 1 d2" r-tgure i . vimensions, ub L armage merles r-iner .... ...... . . • . . '. . ...... .. • sees DRAIN FIELD BY OTHERS UNDERGROUND SEPTIC TANK BY OTHERS SHEET T_ LL O PROPERTY LINE +4AX N,GYIX ♦7M RLYd o 1 '-8" I _ 1 ► r� r�1 C ( I I I I I II I 1 LAViN F i F i j uj I I I Fi Fil FA I 1 1 II 1 I F-I I I Fit I II Fn I I LJ LJI rll F I i F I I I 1 I GARAGE i I F I I IL Aw WA I J L I I 10'-1"± POOL & J It FOUNTAIN Q EQUIP'T LOCATION GARAGE IL •&W KUA CABANA BATH & LL SPA 01 II-- .�o N.G.V.D. PROPERTY L B. 4&W KLVA B. ♦KW KM COVERED TERRACE 60'-4" . POOL 42'-92" DOCK (NOT PART OF PERMIT) SHE x x a oel m OM Ip � �h PROPERTY L IMVA I' IIGYb _ c-- _T--T--1__1_—J — l'S -4 UNDERGROUND SEPTIC TANK BY OTHERS _ 3 4 r--T_-T--T--y--y-_1_-1--'1 i 1 1 1 6-4 �- I 1 1 1 DRAIN FIELD I T T 1--1---J 1 BY OTHERS I 1 1 it HI �) I EQUIPMENTI i i l l O® AREA I I I I I I GARAGE I IL +,ud L �, 1 IL ,� Ilsrl0. It I � ® K 0 I 1 15'-4 I L. EST(L,LLEVA1VK ESTI VESTIBULE VBULE I J�yO KIDS KIDS ••• •••• •••••• FAMILY ROOM BEDROOM I • • • • • • • IL *>+ao xurs IL •xeo I►cYn • • • • • • • • • I • • •••• •••••• • ...... •••• • ••••• LAWN .. .. • • • • .... . ••••• •• • • KIDS • • • TERRACE • • • • • • • • • IL #KW *Grit 000 • • • O p •• • • •• •••••• - 9'-5- L _ . ; IL 4" Ntra IL N/w LRIG i COVERED TERRACE "KWAWA SITE PLAN N.GSA Qp I LAWN _. -- SCALE: 1/16" =1' rn— - --4 DRAWN DATE: 05/07/2019 ALLEN RESIDENCE 1420 N.E 101 ST. MIAMI SHORES, FL 33138 BUILDING DEPARTMENT REVIS10kcl ORDER: XX S.F. DATE DESCRIPTION JOB NO: ALLE-18-207 DESIGNER: KEVIN VAN KIRK —� DRAWN BY: ROBERTO 4 Van Kirk & SONS POOLS & SPAS 3144 SW 13TH DRIVE DEERFIELD BEACH, FL 33442 TEL: (954) 755-4402 DONALD CESARONE & ASSOCIATES, LLC CA #32499 12190 NW 15TH COURT CORAL SPRINGS, FL 33071 TEL: (954) 895-8403 DMCESARONE@GMAIL.COM DONALD M. CESARONE, P.E. FLORIDA REGISTRATION #84155 CIVIL ENGINEER M. No. 841 .••• BC OR I TATE OOF\ P s' V ONAL IF SIGNED DIGITALLY ABOVE, PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES J d 63'-8" TO SIDE P/L Z O 18 FT. SHEER DESCENT LOCATED 'U_� APPROX. 54" ABOVE BASIN CD 1— VERIFY EXACT LOCATION IN FIELD SIN O 10" THICK WALLS FOR — N FOUNTAIN BY OTHERS 10" 24'-0" APPLY WATERPROOFING MATERIAL TO BASIN WALLS AND FLOOR 10" THICK WALL REQUIRED 1" COND. FOR LIGHT 1" COND, FOR LIGHT FOR IN WALL SKIMMER � — — --- ------------------------------ 2" LOOP II I II 1" OVERFLOW LINE ------- —11T------------ LOCATION TO BE r -1 DETERMINED IN FIELD I I I 1 I + + + + + I +1 +1 + 1 + it I+ I+ + + + + I +1 +1 + + + +I + -4 !+ + + + + +: + I+ + + + + I+ + + MIN EL. +8.50' N.G.V.D. I N I + + + + +I + + + + + + + + + N + + + 3/4" AUTOFILL ' Aill,WAT—E_—R—_—L—_I—N—E_— —--_-- --_--_-- _—_—_--—_—------ ---_-- -----E—LL. —+-1-4—.5—'—I SEE DETAIL ON SHEET #4 yJJ C — — — — — — — — — — — — — — — — — — — — — — — — — 1 2.5" FILTER 'IIiI —3'—FILTER u,iI I 3"iIII FEATURE— — — — — — — — — — — — — -------------------J LINE _J MD LINE RETURN PUMP#2 M.D LINE ___ _____________ ____ I___ _--_E--j — — — — — — — — — — — — — — — — — — — — — — ------------------------------J 1 IIII II, 1I'II1 I 2" FEATURE P UMP #2 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — i BYPASS RTN. -------------------J 2" FEATURE PUMP #1 2"SKIMMER LINE BYPASS RTN. 3" FEATURE STAIRS, COLUMNS, PLANTER AND PUMP#1 M.D LINE 2" TYPWALLS FOR FOUNTAIN BY OTHERS NI ALL LINES ROUTED UNDER HOUSE AND L_I----J, L———— T — — — — � CONNECTED TO EQUIPMENT AS REQUIRED 3" FROM �� 3" FROM FOUNTAIN PLAN SEE EQUIPMENT LOCA T IlJ11 ON SITE PLAN FEATURE I 2" TO BACK OF I FEATURE SHEET PUMP #1 SHEER DESCENT i PUMP #2 SCale:1/4" =1' __________ J TYPICAL -----------------------------J U. O r DRAWN DATE: 05/07/2019 ALLEN RESIDENCE 1420 N.E 101 ST. MIAMI SHORES, FL 33138 BUILDING DEPARTMENT REVISIONS: ORDER: S.F. DATE DESCRIPTION JOB N0: ALLE-18-207 DESIGNER: KEVIN VAN KIRK DRAWN BY: ROBERTO 4 �vcjn Kirk & SONS POOLS 6 SPAS 3144 SW 13TH DRIVE DEERFIELD BEACH, FL 33442 TEL: (954) 755-4402 FOUNTAIN SPECIFICATIONS FOUNTAIN SIZE: 2'-6" X 24' FOUNTAIN DEPTH: 1.5' PERIMETER: 53' LF SURFACE AREA: 60 S.F GALLONS: 673 FEATURE PUMPS: (2) JANDY RoPro FHPM 2.0 H.P 130 GPM EACH MAX FLOW RATE. FILTRATION PUMP: JANDY FIoPro FHPM .75 HP 80 GPM MAX FLOW RATE. .... FILTER: JANDY CS200•S.F RTRIDGf•••� ••• CHLORINATOR: JANDY A A PURE (i • FOUNTAIN LIGHT: (2) 00b-LED NICHES • SHEER DESCENT: 1 48 �1** ONG �•••�• • DECK: BY OTHERS ...... .... ..: CLEANING LINE: YES FLOOR RETURNS: 7 • IN WALL SKIMMER: 1 • IN WALL AUTOFILL: 1 • • • GEM FINISH: YES 11 1 ���ii� DONALD CESARONE & ASSOCIATES, LLC �����\ CA #32499 12190 NW 15TH COURT QL .. O?•''� CENS •' • CORAL SPRINGS, FL 33071 �OiL�% No. 5 TEL: (954) 895-8403 * •• DMCESARONE@GMAIL.COM - �� * �• STATF < O R p P .•G��\� �i��sis•••• •• '•.� �� DONALD M. CESARONE, P.E. FLORIDA REGISTRATION #84155 CIVIL ENGINEER IF SIGNED DIGITALLY ABOVE, PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES PANEL "P2" TYPE: VOLTAGE: 120/240V, 1Ph, 3W MAINS. M.C.B. 60A MOUNTING: SURFACE MAX. PANEL RATING: 100 AMPS POLES: 2 SUPPLY FROM: Panel P A.I.C. RATING: 10 KAIC LOCATION: BY POOL EQUIPMENT WIRE Phase A Phase B WIRE SERVED LOAD SERVED COND. AWG TRIP CKT [kVA [kVA] CKT TRIP AWG COND. LOAD _ 0.8 0.3 FOUNTAIN PUMP #1(2 HP) 1/2" 12 20/2 3 20 12 1/2" FOUNTAIN FILTER PUMP 08 0.3 4 5 0.8 0.1 6 20 12 1/2" FOUNTAIN FILTER TIME CLOCK FOUNTAIN PUMP 02 (2 HP) 1/2" 12 20/2 7 09 0.3 8 20 12 1/2" FOUNTAIN LTS BLANK 9 0.3 10 20 12 1/2" FOUNTAIN SALT SYSTEM BLANK 11 12 BLANK BLANK 13 14 BLANK BLANK 15 16 BLANK BLANK 17 I8 BLANK BLANK 19 20 BLANK 2.2 2.1 UNBALANCE 2.4% DEMAND LOAD CALCULATION: CONNECTED LOAD: = 4.3 KVA LTG. & RECEP. (3VA/SQ.FT) ..... 0 FTI = 0.0 KVA TOTAL CONNECTED LOAD: = 4.3 KVA TOTAL CONNECTED LOAD LESS A/C: = 4.3 KVA MAXIMUM AMPS =18.OA SHEET ql U. 0 N (2) 12V LED NICHE POOL LIGHTS. 2# THVM1 (Ca),10 3# 12THM (Cu), 3# 12THVVN (Cu), 3# 12THM (Cu), } c. Pvc } C. Pvc } C, PVC } c, PVC JANDY CONTROL PANEL "P2. 100A 120/208V i P,3W NEMA 3R 3!t 12THVVN ICU), C MANUFACTURER" MANUFACTURER 2 WIRING, PVC IP 15 SALT SYSTEM FOUNTAIN FOUNTAIN J43 LIGHTS 0.3kW PUMP 02 PUMP #i HL70ER PNMP F-12 12. JUNCTION 115V/12V 115V. 10 1.5kW, 208V, 10 1.SkW, 208V. 19 _Kj BOXE PROPOSED FOUNTAIN EQUIPMENT RISER DIAGRAM. z TO PUMP MOTOR CASING BOND TO DECK °r IF APPLICABLE18" MIN FOUNTAIN 10 ExiSTING PANEL "P" ELECTRICAL CODE, NOTES AND BONDING FBC 6TH EDITION RESIDENTIAL CHAPTER 42 SWIMMING POOLS (ELECTRICAL PROVISIONS) SHALL SPECIFICALLY GOVERN INCLUDING E4202 WIRING METHODS, E4203 EQUIPMENT LOCATIONS AND CLEARANCES, E4204 BONDING, E4205 GROUNDING AND E4206 EQUIPMENT INSTALLATION FBC 6TH EDITION RESIDENTIAL E4203.6 OVERHEAD CONDUCTOR CLEARANCES AND FBC 6TH EDITION E4203.6 UNDERGROUND WIRING SHALL SPECIFICALLY GOVERN FBC 6TH EDITION RESIDENTIAL E4204 BONDING EQUIPOTENTIAL BONDING SHALL BE REQUIRED. THE PARTS (CONDUCTIVE POOLS SHELLS, PERIMETER SURFACES, METAL COMPONENTS (SUCH AS LIGHT NICHE OR HANDRAIL), UNDERWATER LIGHTING, METAL FITTINGS, ELECTRICAL c PVC (Cu). EQUIPMENT AND ALL FIXED METAL PARTS) SHALL BE BONDED USING A SINGLE SOLID #8 AWG BONDING WIRE, PLACED AROUND THE PERIMETER 18" TO 24" FROM THE POOLS WATER EDGE, PLACED 4" TO 6" BELOW GRADE, FOLLOWING THE CONTOUR OF THE PERIMETER SURFACE, CONNECTED TO THE STRUCTURAL STEEL REINFORCING IN FOUR (4) UNIFORMLY SPACED LOCATIONS BY EXOTHERMIC WELDING OR BY LISTED PRESSURE CONNECTORS OR CLAMPS THAT ARE LABELED AS BEING SUITABLE FOR THIS PURPOSE AND ARE OF STAINLESS STEEL, BRASS, COPPER OR COPPER ALLOY. THIS SINGLE SOLID #8 AWS WIRE WILL EXTEND UNDER CONCRETE, PAVERS AND UNPAVED SURFACES •..f FBC 6TH EDITION RESIDENTIAL E4204.3 POOL WATER: WHERE NONE OF THE BONDED PARTS IS IN DIRECT CONNECTION WtTxjIJE POOL WATER, THE POOL WATER SHALL BE IN DIRECT CONTACT WITH AN APPROVED CORROSION -RESISTANT CONDUCTIVE: $URFgCE THAI EaQSES NOT I-JE5'S THAN 9 IN.2(5800 MM2) OF SURFACE AREA TO THE POOL WATER AT ALL TIMES. IF 9 SI IS NOT ACCOMPLISHFQ J�y.T�iE BOMQF15 IJEMS Ago.Vg. Q POOLBOND PB-2008 (10.1 SI), OR EQUAL SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURES INSVW.TIONS IN A RETURN QNE FBC 6TH EDITION RESIDENTIAL E4203.1.3 GFCI PROTECTION SHALL BE PROVIDED FOR POOL PUMP MOTORS ." ' .... .... FBC 6TH EDITION RESIDENTIAL R4501.16 ELECTRICAL. ELECTRICAL EQUIPMENT WIRING AND INSTALLATI[ .IDl.1_0. G JTkiE BOND***** GROUNDING OF POOL COMPONENTS SHALL COMPLY WITH CHAPTER 27 OF THE FLORIDA BUILDING CODE, BWkb4N�. OUTL%TS'SISPPLYWG pca PUMP MOTORS CONNECTED TO SINGLE-PHASE 120-VOLT THROUGH 240-VOLT BRANCH CIRCUITS, WHETI-lIER-RY RECEPTACLE OR BY DIPaT CONNECTION, AND OUTLETS SUPPLYING OTHER ELECTRICAL EQUIPMENT AND UNDERWATER LUMINAIRES OPERATING AT VOLTAGES G;I50.TtR THAN THE LOW VOLTAGE CONTACT LIMIT, CONNECTED TO SINGLE-PHASE, 120 VOLT THROUGH 240 VOLT $RAVCV CIRCCITS, RATED i5 OR 20 AMPERES, WHETHER BY RECEPTACLE OR BY DIRECT CONNECTION, SHALL BE PROVIDED WITH GROL"D-FAULT (zRQdK INTEWUPTER PROTECTION FOR PERSONNEL • • • • 2014 NATIONAL ELECTRICAL CODE (NEC), NFPA 70 SHALL GOVERN OUTSIDE OF THE PROVISIONS ABOVE NEC 430.32 CONTINUOUS -DUTY MOTORS SUCH AS POOL PUMP MOTORS SHALL HAVE OVERLOAD PROTECTION POOL & DECK REINFORCING DECK STEEL — DRAINS WATER CIRCULATING EQUIPTMENT FENCE METAL ELECTRICAL DOOR FRAMES GROUNDPJ ETC - 5 FT. FIXED METAL< = 5 FT. COVER POOL WATER BOND FROM WATER'S EDGE MOTOR COMMON BONDING DETAIL SCALE:N.T.S DRAWN DATE: 05/07/2019 ALLEN RESIDENCE 1420 N.E 101 ST. MIAMI SHORES, FL 33138 BUILDING DEPARTMENT REVISIONS: ORDER: S.F. DATE DESCRIPTION JOB NO: ALLE-18-207 DESIGNER: KEVIN VAN KIRK DRAWN BY: ROBERTO 4 Van Kirk & SONS POOLS & SPAS 3144 SW 13TH DRIVE DEERFIELD BEACH, FL 33442 TEL: (954) 755-4402 DONALD CESARONE & ASSOCIATES, LLC CA #32499 12190 NW 15TH COURT CORAL SPRINGS, FL 33071 TEL: (954) 895-8403 DMCESARONE@GMAIL.COM DONALD M. CESARONE, P.E. FLORIDA REGISTRATION #84155 CIVIL ENGINEER No.8 % • i * �j 1 •'.• STA E OF F<ORIOP •\� . ODNA \\ IF SIGNED DIGITALLY ABOVE, PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES FEATURE FEATURE FILTER PUMP #1 PUMP #2 PUMP FILTER O O O GRADE LEVEL EQUIPMENT SHALL BE INSTALLED AT OR ABOVE DESIGN FLOOD ELEV. (BASE FLOOD ELEV. + l') VERIFY ELEV. REQUIREMENTS WITH AUTHORITY HOLDING JURISDICTION POOL EQUIPMENT AND ANCHORING CHLORINATOR JANDY AQUA PURE 1400 2.5" FLOOR RETURNS (3) W/ DIFFUSER PLATE 2" TYP. FOUNTAIN EQUIPMENT ELEVATION SHALL BE AT A MINIMUM OF THE DESIGN FLOOD ELEVATION (FBC 6TH EDITION RESIDENTIAL R322.1.4) PLUS 1 FOOT OR ACCORDING TO THE AUTHORITY HAVING JURISDICTION FBC 6TH EDITION BUILDING 1620 HVHZ WIND LOADS AND 1621 HVHZ OVERTURNING MOMENT AND UPLIFT POOL EQUIPMENT SHALL BE DESIGNED, CONSTRUCTED AND INSTALLED TO MEET THE REQUIREMENTS OF ASCE 7. EQUIPMENT TIE DOWN SHALL BE AS FOLLOWS, HEATERS 4 TOTAL (1 PER SIDE OR 2 PER OPPOSITE SIDES); OTHERS 2 TOTAL: 3-1/2" MINIMUM THICK, 3000 PSI CONCRETE SLAB, 3" LARGER THAN ON EACH SIDE THAN THE EQUIPMENT; 1/4" DIAMETER TAPCON CONCRETE SCREWS (1600# TENSION, 1290# SHEAR, 1-1/2" EMBEDMENT IN 2000 PSI CONCRETE) OR EQUAL WITH STAINLESS STEEL FENDER WASHER INTO FACTORY PROVIDED HOLD DOWNS OR 1" WIDE, 14 GAUGE GALVANIZED STRAPS WITH 2 STAINLESS STEEL, #10 X 3/4" PAN HEAD PHILLIPS SS SCREWS EACH STRAP INTO METAL FRAME OF EQUIPMENT FBC 6TH EDITION BUILDING 1907.1 GENERAL THE THICKNESS OF CONCRETE EQUIPMENT SLAB SUPPORTED DIRECTLY ON THE GROUND SHALL NOT BE LESS THAN 3-1/2 INCHES THICK AND SHALL NOT REQUIRE A VAPOR BARRIER. FBC 6TH EDITION RESIDENTIAL Ml305.1.4.1 GROUND CLEARANCE EQUIPMENT SUPPORTED FROM THE GROUND SHALL BE LEVEL AND FIRMLY SUPPORTED ON A CONCRETE SLAB EXTENDING NOT LESS THAN 3" ABOVE ADJOINING GROUND FBC 6TH EDITION RESIDENTIAL M2006 POOL HEATERS SHALL SPECIFICALLY APPLY, IF A HEATER IS PROVIDED EQUIPMENT LOCATION AND SCREENING: THE EQUIPMENT AND PIPING PHYSICAL LOCATION MAY DIFFER IN THE FIELD DUE TO UNFORESEEN CONDITIONS OR OTHER FACTORS. CONTRACTOR SHALL BE RESPONSIBLE TO LOCATE AND INSTALL ITEMS IN A LOCATION THAT MEETS LOCAL ZONING CODE AND TO PROVIDE CODE COMPLIANT LANDSCAPE OR FENCE SCREENING R4501.6.3 WATER VELOCITY - APSPIANSI-7 AND APSPIANSI-15 PER FBC-2014 APSP 15 ENERGY CODE FOUNTAIN PIPING SHALL BE DESIGNED SO THE WATER VELOCITY WILL NOT EXCEED 10 FPS (3048 MM/S) FOR PRESSURE PIPING AND 8FPS (2438 MM/S) FOR SUCTION PIPING, EXCEPT THAT THE WATER VELOCITY SHALL NOT EXCEED 8 FPS (2438 MM/S) IN COPPER TUBING. MAIN SUCTION OUTLET VELOCITY MUST COMPLY WITH APSP/ANSI-7. SHEET qqT UL O M FILTER JANDY CS200 SF CARTRIDGE W/ PRESSURE GAUGE & AIR RELIEF VALVE FILTER PUMP JANDY FHPM .75 H.P 80 GPM MAX. FLOW RATE WITH HAIR & LIN STRAINER 2.5" CHANNEL CLEANING IN WALL MAIN DRAIN LINE W/ SKIMMER VAC LOCK ,D, TEE A 3 WAY VALVE E VALVE CHECK VALVE DRAWN DATE: 05/07/2019 ALLEN RESIDENCE 1420 N.E 101 ST. MIAMI SHORES, FL. 33138 BUILDING DEPARTMENT REVISIONS: ORDER: S.F. DATE DESCRIPTION JOB NO: ALLE-18-207 DESIGNER: KEVIN VAN KIRK DRAWN BY: ROBERTO 3" FEATURE PUMP #1 JANDY FHPM 2.0 H.P 130 GPM. MAX. FLOW RATE 3„ FROM FEATURE PUMP #2 3„ 2" 3" MAIN LINE TYP. FLOOR RETURNS (2) W/ DIFFUSER PLATE 1 CHANNEL MAIN DRAIN 2" TO SHEER FROM FEATURE DESCENT PUMP #2 r7 PIPING DIAGRAMS SCALE: N.T.S Van Kirk & SONS POOLS 8: SPAS 3144 SW 13TH DRIVE DEERFIELD BEACH, FL 33442 TEL: (954) 755-4402 18 FT. SHEER DESCENT FEATURE PUMP•#1. 1ANDY FHPM 2.(> We •••••• NAPO. MAX..F" RATE ,. . �... .. . 6669.1i jFLOORRETURDS R(21*:.. .FROM FEATURE••••`PUMP #2•..• ..:..•3" MAIN LINE••. ••••••3" .:• �••••• W/ DIFFUSER f�TE; •• :••••: CHANNEL MAIN DRAIN 2" TO SHEER DESCENT 18 FT. SHEER DESCENT FROM FEATURE PUMP #1 DONALD CESARONE & ASSOCIATES, LLC CA #32499 12190 NW 15TH COURT :� ••�,� •• .•F••.�% CORAL SPRINGS, FL 33071 No. 5 •-: TEL: (954) 895-8403 _ * ; DMCESARONE@GMAIL.COM ii �'.ST CjTE �O1 •�� DONALD M. CESARONE, P.E. FLORIDA REGISTRATION #84155 OR OP .� •••••••''•- G\�� i'��S CIVIL ENGINEER �OIVAL �`\�� IF SIGNED DIGITALLY ABOVE, PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES + � 32.6" 32.6" _F_4:Kr 10" j SHEET LL 0 NOTE: CENTER PORTS TO HAVE 2" MIP HYDROSTATIC RELIEF VALVE NOTE: SECTION CONFORMS TO F.B.C. 2017, COMPLIES WITH ANSI-15 & 7 3" TRUNK LINE (6 FPS OR BELOW) FCOUAI S ANn 5.59 FPS VFI nCITY FEATURE PUMPS MAIN DRAIN DETAIL 1 CMP 32" UNBLOCKABLE CHANNEL DRAIN NTS PART # 32CDAV1043 RUN SHEER DESCENT LINES TO EQUIP'T --- RUN SKIMMER AND VAC —�� _ _ LINES TO EQUIP'T _ _ _,� RUN M.D's AND RETURN—,., — LINES TO EQUIP'T ! I j RUN 1" CONDUIT FOR LIGHTS TO PANEL BASIN SECTION Scale: 4"=1'-0" 18 FT, LONG SHEER DESCENT WATER FEATURE .. ALL HOUSE STRUCTURAL ELEMENTS, COLUMNS, PLANTER AND WALLS FOR FOUNTAIN BY OTHERS 32.6" 32.6" 40" 2.5" H 2.5 2.5" TRUNK LINE (6 FPS OR BELOW) EQUALS AND 5.44 FPS VELOCITY FOUNTAIN MAIN DRAIN DETAIL C2)MP 32" UNBLOCKABLE CHANNEL DRAIN _NTS PART # 3 CCDAV1043 2" SHEER DESCENT TILE SHEER DESCENT DETAIL SCALE: N.T.S DRAWN DATE: 05/07/2019 ALLEN RESIDENCE 1420 N.E 101 ST. MIAMI SHORES, FL. 33138 BUILDING DEPARTMENT REVISIONS: ORDER: S.F. DATE DESCRIPTION JOB NO: ALLE-18-207 DESIGNER: KEVIN VAN KIRK DRAWN BY: ROBERTO �H4 von Kirk & SONS RIPOOLS & SPAS 3144 SW 13TH DRIVE DEERFIELD BEACH, FL 33442 TEL: (954) 755-4402 12• 4-1/4. TOP OF POOL WALL M ° M ° � T-�/2• v v 4' MIN. a. MIN. FLOAT k FLOAT ARM 2 �I/2• a a -- — ----WATERLINE--1— 7• �1 FLOAT VALVE ' a TJOFPE:2• `J NICHE COVER " -- FRMING NICHE- FACE OF FORMING NICHE FLUSH WITH FINISHPOOL WALLLUMB) PR3/4 X 6• RASS NIPPLE (MUST BE P VAAIl1I ev a °a" „( �-� OR AN APPROVED BACKFLOW PREVENTER. (FLIFSH ALL DIRT AND DEBRIS BEFORE INSTALLING FLOAT YALVE.) • • • 6• MIN. ---� CUTAWAY VIEW •, E� CTION • NDME INSTALLATION 1I1S 1I!JIONS:• ' RDME'••••1 NOTE REMOVE THE POLYPROPYLENE NICHE COVER AND REFUGE R WRH 7HE PLYWOOD BOARD INCLUDED TO MAKE •C•I• • • 1. SECURE NICHE TO INSIDE OF THE POOL FORM, USING Tilt POUR BOARD SUPPLIED•MH"HE. REFER TO THE WATERLINE MURK ON THE NICHE COVER FOR PROPER ELE~ • • • • • .. 2. RUN CITY WITH VALVE WATER AND NIC HE). E). STUBUP THE LY THROUGH LE IN BRASS�N PPLE 2' (AS "N)OKEEPING THE N P LIO PLUMBPLE SO (THAT THE • • FLOAT VALVE WILL FIT INTO THE NICHE. • • • • • NO • IN • s • • 3. CAP OR TAPE THE NIPPLE 50 T1Ai DEBRIS CAN NOT G/R R1R •Hit 411TER SUPPLY PIPE •ND CLOG THE FLOAT � VALVE LATER.41 • • • 4. AFTER THE POOL IS POURED, CONCRETE IS DRY AND FORMS ARE DISMANTLED, RE"oj* Y(WR BOARD IN•N* * • • AND FLUSH OUT THE WATER SUPPLY LINE UNTIL COMPLRELY FRE•OF DIRT AND DEBRIS. y • • • •• 5. INSTALL FLOAT VALVE IN NICHE USING FOLLOWING STEPS: W COTTER PRN FROMWALVE "AND RRKNEt(lAT• • • ARM, POPPIT AND POPPIT SPRUNG (TAKE CARE NOT TO LOSE POPPB AND SPRING�A V THREEE��� STALER O BRASS NIPPLE CAREFULLY SO THAT EXCESS SEALER DOES NOT CLOG THE VALVE UT4TyP(4D THE FLOAT VALVE ONTO THE NIPPLE SO THAT THE POPPIT HOLE IS TO THE LEFT Of THE NIPPLE WHEN TIGHT DO NOT OvERTIGHTEN), 6. INSERT SPRING INTO POPPB HOLE. INSERT POPPTT (RUBBER TIP DOWN), INTO POPPIT HOLE ON TOP OF SPRING. INSERT VALVE ARM INTO SLOT IN VALVE CAR AND LINE UP HOLES FOR COTTER PIN. INSERT THE COTTER PIN THROUGH HOLE IN VALVE ARIA, AND BEND COTTER PIN ENDS SO THAT N WILL NOT COME OUT DURING NORWL OPERATION, 7. CHECK TO MAKE SURE THAT THE FLOAT ARM CAN MOVE UP AND DOWN, AND THAT THE FLOAT ARM SEATS WELL ON TOP OF THE POPPIT. AUTOFI LL DETAIL Scale: N.T.S DONALD CESARONE & ASSOCIATES, LLC CA #32499 12190 NW 15TH COURT ���\ .••'GEN.• �9,Q�% •' �,� SF• 7, •' CORAL SPRINGS, FL 33071 �: No. 841 TEL: (954) 895-8403 DMCESARONE@GMAIL.COM - = G\STAE OF V DONALD M. CESARONE, P.E.�(OR OP .•' �\ FLORIDA REGISTRATION #84155 ........ CIVIL ENGINEER //`,S�OIVAL //�lllll�\�' IF SIGNED DIGITALLY ABOVE, PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES GEOTECHNICAL I ENVIRONMENTAL I MATERIALS TESTING I ASBESTOS I ROOF TESTING I INSPECTION SERVICES I DRILLING SERVICES EC DYNATECH ENGINEERING CORP. W W W.DYNATECHENGENEERING.COM Miami, July 28, 2017 Ms. Lynsie Conn CMA DESIGN STUDIO, INC. 232 Andalusia Avenue, Suite # 101 Coral Gables, FL 33134 Re: Proposed 2 and 3-Story Residences @ 1420 NE l 0l s' Street . .... • 0 ""' . . ...... Miami Shores, FL ...... .. . ...... Dear Ms. Conn: • • • •' • • Pursuant to your request, DYNATECH ENGINEERING CORP. (DEC) c6M�leted a Subsoil ' Investigation on July 28 2017, at the above referenced Pproject. The purpose ofA1C�esti tt W"" * Tas ...... to help determine subsoil conditions relative to foundation design of the proposacb . structure.. • • . ...... A total of (3) standard penetration boring tests were performed according to AiTlY O 1586 down to • • • • an average depth of 35' below existing ground surface at the locations shown on the attached J$etth. • The following graph was developed as a general condition below existing ground surface at the time of drilling for the subject site (Subsoil conditions are non -homogenous, refer to field boring logs for exact locations and soil description. Average depths are approximate and will vary in the field): Average Depth From To Description Q 0141 0'-6" Topsoil and grass v� 0'-6" 6'-6" Brown fine sand w/rock fragments } 65-6" 7'-6" Dark brown silty sand t: .- 7'-6" 15'-0" Dark gray sandy silt ' 15'-0" 21 %0" Tan sandy limerock 21'-0" 32%0" Tan medium sand w/rock fragments 32'-0" 35'-0" Tan sandy limerock Groundwater was measured immediately at the completion of each boring and was found at an average depth of approximately 3'-6" below existing ground surface at the time of drilling. Existing ground surface elevation was not provided to us at the time of drilling. Design engineers must verify existing ground elevations as well as FEMA Flood and County highest and lowest groundwater elevation for their design. Fluctuation in water level is anticipated due to seasonal variations and run off as well as varying ground elevations construction dewatering and pumping activities in the area and global warming. Site contractor must familiarize himself with site conditions in the event groundwater controls and dewatering is needed during construction. Surface flooding may result under hurricane conditions and should be taken into consideration in the design of the project. The contractor shall monitor and make sure that groundwater levels on adjacent properties are not adversely impacted due to the contractors dewatering activities. Specialty groundwater and water proofing contractors shall be consulted for all work below the groundwater level. Dewatering for pile caps is expected. 750 WEST 84TH STREET. HIALEAH. FL 33014 PHONE (305) 828-7499 FAX (305) 828-9598 EMAtUNFOODYNATECHENGINEERING.COM � EC Re: 1420 NE 101" Street, Miami Shores, FL Based on our understanding of the proposed structure and our field boring logs; it is evident that deep foundation systems are needed to support the proposed structures and slabs without detrimental settlement. Based on the Florida Building Code FBC 2014, 51h edition; deep foundation systems shall consist of one of the following alternatives: Alternatives Approximate Pile Capacity Pile Capacity Allowable Pile Foundation Pile Depth Size in Tons in Tons Lateral Capacity B.E.L.S. Compression Tension in Tons Pin Piles / push piers 35' BELS 3"0 sch.80 5 Tons 1 Ton N/A Helical Piles 35' BELS 3"0 sch.80 10 Tons 5 Tons N/A Auger Cast Piles 35' BELS 12 Inches 25 Tons 12 Tons 1 Ton Auger Cast Piles 35' BELS 14 Inches 35 Tons 15 Tons 2 Toes„ •. B.E.L.S.: Below Existing Land Surface. • , • • • • • For computer structural modeling of the building foundation system initial vertild spring• • • constants of 500 Kpi for compression and 250 Kpi for tension may be used. 1MY18rtical sprl'ng constant values is the work pile load divided by estimated pile settlement and li Yped or: rnrr - experience and review of available pile load tests data and settlement estimates "similar • •.. subsurface conditions and shall be refined as the structural model is developed. • • • • • • • Helical piles bearing capacity is a proprietary product dependent on manufalrer�shaft type, sime, and steel strength as well as helix size, numbers, spacing, depth, soil profile acid i nisidlation Torque. Therefore, the helical pile specialty foundation contractors and his engineer shall submit sigM&and sealed shop drawings of the proposed helical piles to the building department. The above depths are minimum depth required unless authorized by the geotechnical engineer. Predrilling maybe required to achieve design depths. Lateral Load for a pile Top Deflection of inch. Lateral load capacities may be increased using battered piles. Batter angles can be used for the pile installation of up to 2 inches per foot (Horizontal, Vertical). However, care should be taken not to overlap adjacent piles. In case of existing structures in the vicinity of the pile driving operation, care shall be taken not to create excessive vibration. Vibration levels shall be monitored to verify compliance with county regulations. Steps must be taken by the contractor to prevent excessive vibrations in the event excessive vibrations are experienced during construction, alternative driving methods shall be implemented (ie: predrilling, jetting, hydraulic push, etc...). The minimum center to center of piles or adjacent piles shall be not less than two and a half the average diameter for round piles, but in no case less than 36 inches to avoid load capacity reduction caused by group effect. Piles shall be driven with a variation of not more than 1/4" per foot from vertical, and within 3 inches of the specified plan location. The installation of adjacent piles (located within 6 pile diameters o.c. of each other) on the same working day is not recommended. We recommended that adjacent piles not be installed until the initial grouted pile has set overnight, but no less than 12 hours (Florida Building Code 1810.4.8.). 2 75o WEST 84TH STREET. FAALEAH. FL 33014 PHONE (305) 828-7499 PAX (305) 828-9598 EMAn-R4FOODYNATECHENGINEERING.COM l _ Eq' Re: 1420 NE 10Is' Street, Miami Shores, FL. The grout used in the pile installation shall develop a minimum compressive strength of 5000 PSI at 28 days. Large grout volumes, possibly twice (or more) of the theoretical pile volume, are expected for proper auger cast pile installation due to subsoil conditions. More so where former structures have been demolished and former piles removed causing additional underground cavities. All pile reinforcing must be designed by the structural engineer to resist all axial, bending, and shear stresses, and shall be placed under the supervision of our Geotechnical Engineer to verify compliance with our recommendations. If the pile is not reinforced over the entire length, we recommend a minimum of a single No. 7 bar be placed the full length of the pile to verify pile continuity. All work shall be performed in accordance with the applicable building code. The following soil parameters shall be used for retaining wall designs: - Soil unit weight moist: 130 pcf. Submerged: 70 Pcf. •... • - Angle of internal friction: 30 • • •' - Earth pressure coefficient Ka: 0.33; Kp: 3.0 • • • - Angle of wall friction: 30 for steel piles, 20 for concrete or brick wa1L%.Z uncoated.steel. Any underground structures such as grease traps; septic systems, etc... must'be auDportdd bh'�ile foundations, unless the deleterious material (ie: silt, muck, peat, etc...) is exeayatgl in itk-e4t1;ety and replaced with compacted washed gravel such as pea rock or # 57 stone. Vast& utiliqhne>; to underside of structural slabs to limit settlements. • • • Excavations shall not extend within 1 foot of the angle of repose next to' extsting fgptirlgs or structures, unless underpinned. All excavation shoring must be designed and inspected by aPh@Ada licensed professional engineer. Excavation contractor must make provisions for hard excavation conditions. All trenching work shall be in compliance with Florida Building Code, OSHA, and Trench Safety Act. Provisions shall be made by the architect, engineer of record and contractor to address vibration / dynamic loading; differential settlements when tying in new to existing structures. Mixing of different foundations shall not be used unless provided with expansion joints to address differential settlements and vibration transfer. Also note that as a common engineering practice for existing and new construction; outside ground surfaces must be sloped away from the structure as to avoid water accumulation and ponding. Rain gutters shall be installed and all rain water shall be discharged over splash guards a minimum of 5 feet away from building foundations. Verify all water, sewer, plumbing, sprinkler and drainage lines are properly functioning with no leaks in the vicinity of the foundations. An arborist must be consulted prior to any land clearing to verify compliance with local codes. Detailed settlement analysis was beyond the scope of this report. However, we have compared the field test data obtained in this exploration with our experience with structures similar to those proposed for this report. The estimated magnitude of these settlements is less than %2 inch differential and less than 1 inch total settlements. Due to the granular nature of the subsurface materials, the foundation settlements should occur as the loads are applied and should be virtually negligible by the end of the building shell completion, If dynamic loading is proposed (ie: parking garage, etc...) this condition MUST be brought to our attention to re-evaluate the applicability of our recommendations. 3 750 WEST 84TH STREET, HIALEAH. FL 33014 PHONE (305) SM-7499 FAX a= 828-9598 EMAIL•1NFOODYNATECHENGDOERIHG.COM l EC Re: 1420 NE 1015' Street, Miami Shores, FL This report was prepared in compliance with the 2014 Florida Building Code, Yh edition. Site elevations were not provided to us for the test locations. Depths reported on the field boring logs represent the depth below existing ground surface as they existed on the date of drilling. In the event of subsequent filling, excavations or site work, the reported depths must be adjusted to represent proper depths. The boring log (s) attached present (s) a detailed description of the soils encountered at test location (s). The soil stratification shown on the boring log (s) is based on the examination of the recovered soil samples and interpretation of the driller's field log (s). It indicates only the approximate boundaries between soil types. The actual transitions between adjacent soil types may be�l. Regardless of the thoroughness of a geotechnical exploration there is alway;.the possibifii that conditions may be different from those of the test locations, the nature and extemtvf Such v41 jA1jns may not become evident until, during or after construction; therefore, DYNAT13Cs'EE1a1GINEERING CORP. does not guarantee any subsoil conditions between the bore test holes' 01% acceptjugpd using this report the client understands and accepts that all data from the boing�s are sti �tl� for foundation analysis only and are not to be used for excavation or back filling e; ates and ;x0cipg. Owner and site contractor must familiarize themselves with site conditions prjmtabidding. Client recognizes that actual conditions in areas not tested by DEC may differ frond those anticlpaW in DEC's report. Client understands and accepts that this can significantly -qli�grease the cost of 00 construction for its future projects. Client agrees that DEC shall not be responsible or liabiefp4any variations in the actual conditions of areas not tested by DEC. For Environmental due diligence; a Phase I and/or Phase II Environmental Site Assessments is recommended. As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written approval. The scope of services performed in the execution of this investigation may not be appropriate to satisfy the needs of other users, and use or re -use of this document or the findings, conclusions, or recommendations is at the risk of said user. Said user must contact DEC in writing to verify applicability of this report for their use. All work must be conducted under the supervision of our geotechnical engineer. The discovery of any site or subsurface conditions during construction which deviate from the information obtained from our subsoil investigation is always likely and should be reported to us for our evaluation. All work shall be conducted in compliance with the Florida Building Code FBC and OSHA workers protection rules and all applicable Federal, State, County and City rules and regulations. It has been a pleasure working with you and look forward to do so in the near future. SincereC yours I S S ot V& Wissam Naa>fiani, P. E. DYNATECH ENGINEERING CORP. Florida Reg. No. 39584 Special Inspector No. 757 Certificate of Authorization No.: CA 5491 ,<<�sAAD�►I►I�IJiI� No. 39584 * �+ ORIp�"�' s��NAL'E�G . 4 750 WEST 84TH STREET, HIALEAH. FL 33014 PHONE (30S) M-7499 FAX (305) 828-9598 EMAI-INFOODYNATECHENGINEERING COM ` C . . .... ...... ...... .. . ...... .... . ..... ...... .... ..... TEST BORING REPORT••'••' '••' 0 •••'•• ......es . . . . ...... ...... . . ...... DYNATECH ENGINEERING CORP. TEST BORING FIELD LOG CLIENT : CMA DESIGN STUDIO, INC. DATE: July 28, 2017 PROJECT : Proposed 2 and 3-Story Residences @ HOLE NO.: B-1 ADDRESS : 1420 NE 101" Street, Miami Shores, FL. DRILLER: A. S. LOCATION : See attached sketch DESCRIPTION OF MATERIALS Depth 'WSN CIA WW ' SAIPIE-R KN" 2 Hand an H 0'-0"' to 0'-6" TOPSOIL AND GRASS 4 6 5 12 7 7 6 6 ; • • • 6 •6 11 0'-6" to 6'-6" BROWNISH FINE SAND W/ROCK FRAGMENTS 8 • • • ......1 -3 2 .. 0 010• 3 • 6'-6" to T-6" DARK BROWN SILTY SAND T-6" to 15'-0" DARK GRAY SANDY SILT 10•••••• .... • 1 1 2• 120•; • ; 1 • •1•; • 2 • 15'-0" to 16'-0" TAN MEDIUM SAND W/ROCK FRAGMENTS ' 14; : 1 • 1 2 • 16'-0" to 21'-0" TAN SANDY LIMEROCK 16 • • • 1 ; >. • • . 4 • 21'-0" to 25'-0" TAN VERY SANDY LIMEROCK 3 .�.. 25'-0" to 26'-0" TAN SANDY LIMEROCK 18 11 12 22 10 11 26'-0" to 28'-0" TAN MEDIUM SAND W/ROCK FRAGMENTS 20 A A 28'-0" to 29'-0" TAN SANDY LIMEROCK 22 A A 29'-0" to 32'-0" TAN MEDIUM SAND W/ROCK FRAGMENTS 24 A A 32'-0" to 35'-0" TAN SANDY LIMEROCK 26 8 6 15 9 11 28 A A 30 A A 32 A A 34 16 14 26 12 13 36 18 19 38 Water Level: 3'-6" Below Existing Land Surface at time of drIDing As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statement conclusions or extracts from or regarding our reports is reserved pending on our written approval. H.A.: HAND AUGER; A: HOLLOW STEM AUGER; R: REFUSAL 5 75o WEST 84TH STREET. HIALEAH. FL 33014 PHONE (305) 828-7499 FAX (305) 828-9598 EMAIL:INFOODYNATECFMNGDMERING.COM 00 . DYNATECH ENGINEERING CORP. TEST BORING FIELD LOG CLIENT : CMA DESIGN STUDIO, INC. DATE: July 28, 2017 PROJECT : Proposed 2 and 3-Story Residences @ HOLE NO.: B-2 ADDRESS : 1420 NE 101" Street, Miami Shores, FL. DRILLER: A. S. LOCATION : See attached sketch DESCRIPTION OF MATERIALS Depth ;N 1�ER 2 Hand H 0'-0"' to 0'-6" TOPSOIL AND GRASS 4 6 5 14 9 8 6 7 6 10 0'-6" to 6'-0" BROWNISH FINE SAND W/ROCK FRAGMENTS 4 'y•• 6'-01tto 7'-0" GRAYISH SILTY SAND 8'..' :2 61606 1 .�.. 2000:09• 10 • 1 1 • 2 • 7'-0" to 12'-0" GRAY SANDY SILT 12•00.0 1 .1.. 2 . 12'-0" to 13'-0" TAN MEDIUM SAND W/ROCK FRAGMENTS 13'-0" to 20'-0" TAN SANDY LIMEROCK 14:":: 3 3 7 4 %fi.•. 20'-0" to 25'-0" TAN VERY SANDY LIMEROCK 14C• • • :6 5.. 9 '•:2.. 14: 25'-0" to 26'-0" TAN SANDY LIMEROCK 18 16 12 23 11 10 26'-0" to 28'-0" TAN MEDIUM SAND W/ROCK FRAGMENTS 20 A A 28'-0" to 29'-0" TAN SANDY LIMEROCK 22 A A 29'-0" to 32'-0" TAN MEDIUM SAND W/ROCK FRAGMENTS 24 A A 32'-0" to 35'-0" TAN SANDY LIMEROCK 26 7 7 15 8 6 28 A A 30 A A 32 A A 34 18 20 36 16 15 36 12 14 38 Water Level: 3'-6" Below Existing land Surface at time of drilling As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statement conclusions or extracts from or regarding our reports is reserved pending on our written approval. H.A.: HAND AUGER; A: HOLLOW STEM AUGER; R: REFUSAL 6 750 WEST 84TH STREET, HIAI.EAH. FL 33014 PHONE CM5) 828-7499 FAX (305) 828-9598 EMMILINFOODYNATECHENGINEERING.CAM l 1:C . . DYNATECH ENGINEERING CORP. TEST BORING FIELD LOG CLIENT : CMA DESIGN STUDIO, INC. DATE: July 28, 2017 PROJECT : Proposed 2 and 3-Story Residences @ HOLE NO.: B-3 ADDRESS : 1420 NE 1018t Street, Miami Shores, FL. DRILLER A. S. II n!'ATTAN - Cee attached sketch H,plV��R DESCRIPTION OF MATERLS IA nept6 sxANKNO :SAiVIPL�R' KN„ 2 Hand H 0'-011' to 0'-6" TOPSOIL AND GRASS 4 5 4 6 7 10 6 7 4 10 0'-6" to 6'-6" BROWNISH FINE SAND W/ROCK FRAGMENTS 6'-6" to 12'-6" GRAY SANDY SILT 8 •" '4 •• 3 12'-6" to 13'-6" TAN MEDIUM SAND W/ROCK FRAGMENTS ••• 10 • .. •• • • 1 .1 .01 • 2 12--: •;1 . 1•; • 2 • 13'-6" to 20'-0" TAN SANDY LIMEROCK 20'-0" to 24'-0" TAN VERY SANDY LIMEROCK 14; .2 .3 3 .reo 6 16 ' 5 ; 9. • • 21 • 24'-0" to 26'-0" TAN SANDY LIMEROCK 12 '15• • 18 14 12 23 26'-0" to 28'-0" TAN MEDIUM SAND W/ROCK FRAGMENTS 11 12 28'-0" to 29'-0" TAN SANDY LIMEROCK 20 A A 29'-0" to 32'-0" TAN VERY SANDY LIMEROCK 22 A A 32'-0" to 35'-0" TAN SANDY LIMEROCK 24 A A 26 6 6 14 8 9 28 A A 30 A A 32 A A 34 22 18 34 16 15 36 17 16 38 Water Level: 3'-6" Below Existing Land Surface at time of drilling As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statement conclusions or extracts from or regarding our reports is reserved pending on our written approval. H.A.: HAND AUGER; A: HOLLOW STEM AUGER; R: REFUSAL 7 75o WEST 84TH STREET. HL XAH. FL 33M4 PHONE (305) 828-7489 FAX (305) 828-9598 EMAIL NFOODYNATECHENGINEERiNQCOM t E� SITE PLAN . . .... ...... ...... .. . ...... .... . ..... ...... .... ..... • • • • • •••••• F-7-- Boring Test Location N E s. B3 B f DYNATECH ENGINEERING CORP. Client: CMA Design Studio, Inc. Scale: N.T.S. Project: 1420 Northeast 101 Street, Miami Shores, FL 33138 Date: July 28, 2017 GENERAL NOTES Soil borings on unmarked vacant property should be considered preliminary with further boring(s) to be drilled after .. building pad(s) are staked out - Soil borings on existing structures that are to be demolished should be considered prel iminary and additional borings would need to be performed after the structure(s) has been demolished and proposed new building staked out. As a mutual protection to clients, the public and ourselves, all reports are submitted- as confidential property of clients, and authorization for publication of statements, conclusions, extracts from or regarding our reports is reserved pending our written approval- .... . . .... ...... KEY CLASSIFICATION & SYMBOLS: .: ...... .. . ...... Correlation of Penetration Resistance Witb • •' • a title gin _ • • • • • Relative Density and Consistency • • • • • ' Boulders. %. S 12 ift..' .: ...... Cobble ...... in. to 1 in. .' ,- Cone Penetration S Standard. Relative Gravel •4.76 rpjgjo3in. ..•... Tests Penetration DensitySand ; . •.0,07 mm to 4.67 tn% • lows/ft. Silt 00.005:mutAQ 0.074 mm Clay < 0.003 mm Sands 0.16 - , 0-4 Very Loose 17-40 5-10 Loose 41-80 11-20 Firm Modifiers 81-120 21-30 Very Firm Over 120 31-50 Dense 5% - 10 % Slightly Silty or Clayey 10%.- 30% Silty or Clayey Silts & 0-3 0-2 Very Loose 30% - 50% Very Silty or Very Clayey Clay 4-9 3-4 Soft 0% - 5% Slightly Trace 10-17 5-8 Firm 6% - 10% Trace 18-31 9-15 Stiff ll% - 20% Little 32-60 16-30 Very Stiff 21% - 35% Some Over 60 31-50 Hard > 35% And Rock Hardness Description Soft Rock core crumbles when handled Medium Can break with your hands. Moderate Hard Thin edges or rock core can be broken with fingers Hard Thin edges or rock core cannot be broken with fingers Very Hard Rock core rings when struck with hammer (cherts) v %aeuaaa.n"lt.AUirmvuwnrinr lAl.I14Al itwtaItool4444aIAboublueIxuUr lbWLlWU1A1VMYe..:A'tur bhKVl"b 1VbUL A&4Ubr&vl"b EC"N DYNATECH ENGINEERING CORP, WW W.DYNATECHENGINEERING.COM Miami, July 28, 2017 Ms. Lynsie Conn CMA DESIGN STUDIO, INC. 232 Andalusia Avenue, Suite # 101 Coral Gables, FL 33134 Re: Proposed 2 and 3-Story Residences @ 1420 NE 101 S` Street Miami Shores, FL Dear Ms. Conn: Pursuant to your request, DYNATECH ENGINEERING CORP. (DEC) cglgjed Percolation Tests on July 28, 2017 at the above referenced project. The purpose of our iawP.stigatign was to help determine the hydraulic conductivity for storm drainage design. 000000 """ The above hydraulic conductivity represents an ultimate value. The designer should deoide:on the required safety factor. This value is based on the existing soils at the loVaWrt of the test. In the event the test location is changed or the soil removed and replaced; the jest fesults wi i heed to be re-evaluated. ' Groundwater was measured immediately at the completion of each boring and was found at an average depth of approximately 3'-6" below existing ground surface at the time of drilling. Existing ground surface elevation was not provided to us at the time of drilling. Design engineers must verify existing ground elevations as well as FEMA Flood and County highest and lowest groundwater elevation for their design. Fluctuation in water level is anticipated due to seasonal variations and run off as well as varying ground elevations, construction dewatering and pumping activities in the area and global warming. Site contractor must familiarize himself with site conditions in the event groundwater controls and dewatering is needed during construction. Surface flooding may result under hurricane conditions and should be taken into consideration in the design of the project. The contractor shall monitor and make sure that groundwater levels on adjacent properties are not adversely impacted due to the contractors dewatering activities. Specialty groundwater and water proofing contractors shall be consulted for all work below the groundwater level. In case of existing structures, existing footings, new foundations and proposed drainage lines, provisions shall be made by the structural engineer, the civil engineer, and site contractor to protect all footings from future erosion, undermining and exposure. The geotechnical engineer shall be notified of these conditions to evaluate the applicability of his recommendations. The drainage system installation depth and dimension must be verified in the field during construction. 750 WEST 84TH STREET, HLU EAH, FL 33014 PHONE (305) 828-7499 FAX (305) 828-9598 EMAILdNFOODYNATECHENGINEERING.COM Re: 1420 NE 101" Street, Miami Shores, FL This report was prepared in compliance with the 2014 Florida Building Code, 5 h edition. Site elevations were not provided to us for the test locations. Depths reported on the field boring logs represent the depth below existing ground surface as they existed on the date of drilling. In the event of subsequent filling, excavations or site work, the reported depths must be adjusted to represent proper depths. The boring log (s) attached present (s) a detailed description of the soils encountered at test location (s). The soil stratification shown on the boring log (s) is based on the examination of the recovered soil samples and interpretation of the driller's field log (s). It indicates only the approximate boundaries between soil types. The actual transitions between adjacent soll.t.Ves may be gradual. Regardless of the thoroughness of a geotechnical exploration there is al*jW.%lhe possibility that conditions may be different from those of the test locations, t%nature and ext@nt of such variations may not become evident until, during or after conSflfttibn; therefore; therefore, DYNATECH ENGINEERING CORP. does not guarantee anyt;soil conditions between the bore test holes. In accepting and using this report the client undUstiitis and umepts that all data from the borings are strictly for foundation analysis only and an gnot•to be used for excavation or back filling estimates and pricing. Owner and site contractor Imust farnrlfarize themselves with site conditions prior to bidding. Client recognizes that actuaMAI itions inItreas not tested by DEC may differ from those anticipated in DEC's report. Client V;der+ds:�nd accepts that this can significantly increase the cost of construction for its fuW piojects. Client agrees that DEC shall not be responsible or liable for any variations in the actual conditldof areas not tested by DEC. This report is not a Phase I and/or Phase II Environmental Site Assessments. As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written approval. The scope of services performed in the execution of this investigation may not be appropriate to satisfy the needs of other users, and use or reuse of this document or the findings, conclusions, or recommendations is at the risk of said user. Said user must contact DEC in writing to verify applicability of this report for their use. All work must be conducted under the supervision of our geotechnical engineer. The discovery of any site or subsurface conditions during construction which deviate from the information obtained from our subsoil investigation is always likely and should be reported to us for our evaluation. All work shall be conducted in compliance with the Florida Building Code FBC and OSHA workers protection rules and all applicable Federal, State, County and City rules and regulations. It has been a pleasure working with you and look forward to do so in the near future. Sincerely yours, 1 S ��0 S,At) Wissam Ndamani, P. E. ��.�, + ►div F DYNATECH ENGINEERING CORP. No. Florida Reg. No. 39584 = 584 Special Inspector No. 757 ti ; Certificate of Authorization No.: CA 5491 750 WEST 84TH STREET, HIALEAH, FL 33014 PHONE (305) 828-7499 FAX (305) 828-9598 EMAIL:INFOpDYNATECHENGRiEERING.COM ...00 •000:0 ...... •0000: . . .... ...... ...... .. . ...... .... . ..... ...... .... ..... .. .. .. . ...... '. PERCOLATION TEST :"r: . ...::. ...... . . ...... GEOTECHNICAL I ENVIRONMENTAL 114ATMUAM TESTING I ASBESTOS I ROOF TESTING I INSPECTION SERVICES I DRILLING SERVICES _DEC DYNATECH ENGINEERING CORP. W% MYNATECHENGINEE1UNG.COM PERCOLATION TEST ACCORDING TO S.F.W.M.D. D.O.T. STANDARD TEST DATE : July 28, 2017 CLIENT : CMA DESIGN STUDIO, INC. PROJECT : Proposed 2 and 3-Story Residence @ PROJECT LOCATION : 1420 NE 101 $i Street, Miami Shores, FL LOCATION OF TEST : SAS DIAMETER OF HOLE : 7" TEST NO. : P-1 •... . . .... ...... ...... .. . ...... TEST DEPTH (feet) 0-15' • • • • • Goes ...... AVERAGE FLOW (GPM) 4.2 e' e' • • • • • •posse .... .. .. .. . AVERAGE K (CFS/Sq. Ft -Ft Head) 2.40x10 ...... •G9G•e s • . . . . * The above hydraulic conductivity represents an ultimate value. The dgsigpe; should • • • ...... decide on the required safety factor. This value is based on the existing 9dils at the: • • • • • location of the test. • " G Water Table 3'-6" Below existing ground surface. SUBSURFACE INVESTIGATION Depth Below Ground Surface Soil Description 0'-0" to 0'-6" Topsoil and grass 0'-6" to 6'-0" Brownish fine sand w/rock fragments <<�//�� 6'-6" to 7'-0" �`�►,i Grayish silty sand �`���,RA-1SAA4)+�'�,, 7'-0" to 12'-0" Gray sandy silt 12'-0" to 13'-0" Tan medium sand w/rock fra ments ` , g 13'-0" to 15'-0" Tan sandy limerock �7 O;� il;6 C : � Respectfully submitted, � •.�. ,• • ORIV,A SSQLt� : ✓0 •- Field Tech: A.S.—� f °/, N4 L. E Wissam Naamani, P. E. DYNATECH ENGINEERING CORP. Florida Reg. No. 39584 Certificate of Authorization No.: CA 5491 * As a mutual protection to the clients, the public and ourselves, all reports are submitted as the confidential property of clients. and auihorl ation for publication of statement conclusions or extracts from or regarding our reports is reserved pending on our written approval. 750 WEST 84TH STREET. HIALEAH. FL 33014 PHONE (305) 828-7499 FAX (305) 828-9598 EMAIL INFOODYNATECHENGINEERING.COM JrEC SITE PLAN Y • DYNATECH ENGINEERING CORP. Client: CMA Design Studio, Inc. Scale: N.T.S. Project: 1420 Northeast 101 Street, Miami Shores, FL 33138 Date: July 28, 2017 GENERAL NOTES Soil borings on unmarked vacant property should be considered preliminary with further boring(s) to be drilled after building pad(s) are staked out. Soil borings on existing structures that are to be demolished should be considered preliminary and additional borings would need to be performed after the structure(s) has been demolished and proposed new building staked out. As a mutual protection to clients, the public and ourselves, all reports are submitted•as confidential property of clients, and authorization for publication of statements, conclusions, extracts from or regarding our reports is reserved pending our written approval. . . .... 0006:6 •• • . .00 KEY CLASSIFICATION & SY:" •"' : ••••:• .. . • 0000 . •.•••• Correlation of Penetration Resistance With • • • • • • • • %• • 000000 Relative Density and Consistency Boulders : • •;*;12 in. o• Cobble • 31nto . • � Cone Penetration Standard." = jg` • • Relative Gravel : .4e76 mn'1 to Sin. • M S Penetration �""" • • • • • • • • ensi Sand 0.07 mrx to 167 mm. (kiFc—mlows/ft. Silt 0.005 mm*to 0.074 mm Sands 0-16 04 Very Loose Clay < 0.005 mm 17-40 5-10 Loose 41-80 11-20 Firm Modifiers 81-120 21-30 Very Firm Over 120 31-50 Dense 5% - 10 % Slightly Silty or Clayey 10%.- 30% Silty or Clayey Silts & 0-3 0-2 Very Loose 30% - 50% Very Silty or Very Clayey Clay 4-9 3-4 Soft 0% - 5% Slightly Trace 10-17 5-8 Firm 6%- 10% Trace 18-31 9-15 Stiff 11% - 20% Little 32-60 16-30 Very Stiff 21% - 35% Some Over 60 31-50 Hard > 35% And Rock Hardness Description Soft Rock core crumbles when handled Medium Can break with your hands. Moderate Hard Thin edges or rock core can be broken with fingers Hard Thin edges or rock core cannot be broken with fingers Very Hard Rock core rings when struck with hammer (cherts)