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BPP-05-19-1105, 1234 NE 94th St (4)Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RESTRICTIVE COVENANT PROTECTIVE POOL ENCLOSURE KNOW ALL MEN BY THESE PRESENTS: WHEREAS, the undersigned 4---( 1 .Jy& C Q-7'ra%J0 is/are the.fos. simple owner(s) of the following described property situated and being in Miami Shores \fag; * Florida � • • • • .. . . ... Address: Whereas, the undersigned owner(s) 1 r� o j C_ ::::: ' . desire to utilize said Lot(s) as a single building site, and the undersigned owner(s) do(es) h� t6t3y declait and agree as follows: .. 00 so.• I. That the property will not be used in violation of any ordinances of Miami N6res Village ' or Miami -Dade County now in effect or hereinafter enacted. • • • • • • ]I. That the purpose of the covenant is to induce Miami Shores Village to i�gye apermit for ; pool where the required enclosure is not on the subject property where the pool is IoCVSq.. - III. That if any of our adjoining neighbors remove any portion of their fence or wall, or if our/my property shall fail to meet code requirements for pool barriers, we, as owners will immediately installs a protective enclosure to meet code requirements and will obtain a permit for such fence. IV. That, I/we, as owner(s) hold Miami Shores Village harmless for any negligence or injury that results from not having the enclosure. V. If enclosure belongs to said property, I agree to maintain & or replace said enclosure in the event that is damaged or removed by any case. NOW, THEREOF, for good and valuable consideration, the undersigned do(es) hereby declare that he/she will not convey or cause to be conveyed the title to the above property without requiring the successor in title to abide by all terms and conditions set forth herein. FURTHER, the undersigned declare(s) that this covenant is intended and shall constitute a restrictive covenant concerning the use, enjoyment and title to the above property and shall constitute a covenant running with the land and shall be binding upon the undersigned, his/her successors and assigns and may only be released by Miami Shores Village, or its successors, in accordance of said Village then in effect. OWNER SIGN &PRINT OWNER SIGN & PRIN I Hereby Certify that on t is day personally appeared before me 9/ �L�SP �Gi�/� and has produced ID # �O/D�,?/U-6,f as identification and he/she acknowledge that he/she executed the foregoing, freely and voluntarily, for purposes there in expressed. SWORN TO AND SUBSCRIBED before me on this —ey—day of V ,, MAPIELA ESPINOSA•AAMOS' how y Public - State o1 Florida - f commission At OF 901100 PUBLICIMm. xpire!` 13 20 1 (Revised 05/2209 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 NOTICE OF REQUIREMENTS RESIDENTIAL SWIMMING POOL, SPA AND HOT TUB SAFETY ACT I (We) acknowledge that a new swimming pool, spa or hot tub will be constructed or installed at Miami Shores, FL, and herft affirm that one of the following methods will be used to meet the requirements of Chapter 5j5,. • Florida Statues and the Florida Building Code R4101.17. 0 Please initial the method(s) to be used: The pool will be equipped with an approved safety pool cover that complieewith ASTM ; • • • • • F1346-91. (Submit Manufacturer's Specifications). ••••.. ... A continuous, one-piece (child) barrier meeting the requirements of Florida8uiI&g Code R4101.17.1.15 will protect the pool perimeter. The plans shall show the fence location and melhod of attachment, including one end that shall not be removable without the aid of tools. (Submj Manufacturer s* •" . .. Specifications). .. • A combination of non -dwelling walls and fences (screen enclosure, child fence, masonry fence walls, chain link or wood fence, etc.) will protect the pool perimeter. The plans must specify the type and location of all non dwelling walls. Florida Building Code, R4101.17.1 Any combination of protection which incorporates dwelling walls with openings directly into the pool perimeter and all windows and doors will be equipped with exit alarms complying with Florida Building Code, R4101.17.1.9 (Submit Manufacturer's Specifications). Any combination of protection which incorporates dwelling walls with openings directly into the pool perimeter and all doors will be equipped with a self -latching device with positive mechanical latching/locking installed a min. 54" above the threshold. If this option is selected, submit plans showing all types and location of all perimeter protection. The plans must also show the location and type of all openings, and the hardware type for each location. (Submit Manufacturer's Specifications). In accordance with the Code, the pool may not be filled with water without compliance with the Private Swimming Pool Safety Requirements, and upon expiration of the permit, the pool shall be presumed to be unsafe. I understand that not having one of the above installed will constitute a violation of Chapter 515, F.S ., an d will be considered as committing a misdemeanor of the second degree, punishable as provided in Section 775.082 or Section 775.083 F.S . This form must be signed by the ownw/ w6and the primje contractor. �- r� #-n-yl Y; /�_ OR'S SIENAf U14E AND DATE OWNER'S SIGNATURE ANDDATE ,Jd �ti�ws H^i f Ga,��� rirr--_re,-s — , :YOB'S NAME (PLEASE PRINT) OWN NAME PLEAEift aPINOSA-RAMos Aft1ECAfSSPMlISrA•AAMOB ar Puy ; o Imary Public e ol Fluvida NOTARY BL,I = Commission # '"I991 dt�3 le Commission a fF 991880 j , , �Q, My Comm. Expires May Q.. 2020 My Comm Expires May 13, 2020 /; E o` t`, % Bonded IhrouQh.NatilynaYNotary Assn: puu,p. „ , Pondedlhrgugh National Notary Assn. Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 SWIMMING POOL OWNER'S CERTIFICATION .... . . .... ...... Date •• ••• • ...... .. . ...... Miami Shores Village • • • • • .... . ..... Building & Zoning Department """ "' • • • • • .... .. . ...... . . Attention: Building Official . . • • • • • •. 0000% . .. . . •• .. • • I certify that I am the legal owner of the property described as 0000 S t= Y\ , located at 1 ` a6 Nq4 07. In accordance with Section 33-12 ft Code of Metropolitan Dade County, I certify that I understand and agree that the swimming pool to be constructed at the above address cannot be used or filled with water until separate permit has been obtained for an approved safety barrier, and such barrier erected, inspected and approved. I further understand that this certification, however, does not eliminate the need for obtaining a permit and erecting and approved barrier prior to final inspection and use of the Legal Owner $-Mel)'� /jiL— Note: This certification is to be submitted with a swimming pool permit application in duplicate. Mission: To protect, promote & improve the health of all people in Florida through integrated state, county & community efforts. Vision: To be the Healthiest State in the Nation July 18, 2019 (Forever Pools LLC) 2655 LeJeune Road Miami, FL 33134 RE: Contingency Letter Application Document No: AP1417932 Centrax Permit Number: 13-SC-1965336 OSTDS Number: 1234NE94St Miami, FL 33138 Lot: Block: Subdivision: Dear Applicant: Ron DeSantis Governor Scott A. Rivkees, MD State Surgeon General This will acknowledge receipt of an application dated 06/06/2019 for a permit to use an existing onsite sewage treatment and disposal system located on the above referenced property. No objection for pool construction as per your Site Plan. NO BEDROOM ADDITION. NO FLOW INCREASE. From a review of your completed application, it has been determined that your existing system appears to meet the minimum standards of F.A.C. 64E-6 for the proposed use. It is approved for use with the plans submitted to this office. If this system should fail, causing an unsanitary condition to exist, steps must be taken to bring the system into compliance immediately. Department approval of the system does not guarantee satisfactory performance for any specific period of time. Any change in material facts which served as a basis for issuance of this approval requires the applicant to modify the permit application. Such modification may result in this approval being made null and void. Issuance of this approval does not exempt the applicant from compliance with other Federal, State, or Local Permitting required for development of this property. If you have any questions on this matter, please call our office at (786) 315-2454. Sincerely, Loanis GoVzalez,gineering Specialist II Florida Department of Health www.FloridasHealth.com in DADE COUNTY T VITTER:HealthyFLA 1725 NW 167 St, Opa Locka, FL 33056 FACEBOOK:FLDepartmentofHealth PHONE: (305) 623-3500 . FAX: (305) 623-3645 1 YOUTUBE: fidoh BRAVO CONTRERAS •::::• •••••• . • . .. - ' * • 1234 NE 94 ST. MIAMI SHORES, FL 33037 """ ' 0000 • • •••••• .... . ..... ...... . ••• ••••. • •••••• • • • • • • •••••• ••••• • 0000 • • • • • .1100 0000 STRUCTURAL CALCULATIONS Fernando Morales, P.E. PE # 51441 5201 SW 162"d Place Miami, FL 33185 PH: 786-380-9739 ' Structural Pool Calculations Client: NAVICOM Fernando Morales, P.E. # 51441 Project: BRAVO CONTRERAS 5201 SW 162 PI Address: 1234 NE 94 ST Miami, FL 33185 City: Miami SHORES, FI 33037 fernando1morales@aol.com Inputs from Pool Drawings (786) 380-9739 Top of Pool n ° 7 elev feet 9-May-19 Bottom of Pool elev feet Flood Elevation (Top of Pool or less),.. , , elev feet Slab/Floor Thickness i.t ,,,,° feet USE A MINIMUM OF 12.50 TONS HELICAL PILE Wall Thickness (>10"/0.83', 2 mats) •:.: i3.67,.. feet Slab Reinforcement Depth. ° feet Pool Beam Length 9=0 linear feet Spa Beam Length 0i �E ' .a. linear feet Inside Pool Area 38, • , , i sf Givens Inside Spa Area {„ sf C sandy soil 0.33 • • • • Average Water Depth fig, ' Soil Weight • 110 • • • • • •pcf • • • • • Outside Area of Pool/Spa 421.64 sf Concrete Weight• • • 450 • • : • pcf • • Hydraulic Valve (FBC R4403.7.2.4) 2.00 head reduction in ft Water Weight • • • • • 62.4 • • 4pcf • • • • • Moment Arm of Wall 3.73 feet Helical pile weigti*fib sfft • • • Moment Arm of Slab 2.17 feet assume 5' toe - You*14thic knesso • • •; • ' fc Concrete Design Strength 5000 psi • • • • ". fy Steel Design Strength 60000 psi Reftfoh'btnent fpt nV4 Wall Reinforcement"•CHEW. ' #3, 12" ocew" *10.110 �sqin `•:� Slab Reinforcement # +#, 6' • #3, 10" ocew :' •. U130 sqin • Reinforcement Cover 3 inches #3, 8" ocew ' 0r160 :.. e esgin • • • • Pile Spacing Smallest 6.( feet #3, 6" ocew : . b.220 sin • • • • Pile Spacing Largest 8. feet #4, 12" ocew 0.200 sqin Pile Diameter 3.tJ • inches #4, 10" ocew 0.240 sqin Pile Length (assumed) , •,;: feet #4, 8" ocew 0.300 sqin #4, 6" ocew 0.400 sqin Number of Piles #4, 4" ocew 0.600 sin Pile Capacity pounds 1 #5, 7" ocew 0.530 sin Uplift Bouyancy 76,826 pounds Total Bouyancy 76,826 pounds Weight of Pool Floor Slab 54,000 pounds Walls 51,685 pounds Pile Weight only 3,570 pounds Total Weight of Pool 109,255 pounds Safety Factor 1.4 if greater than 1.0 OK Walls Pressure Max = C * Max Wall Height Soil Weight Pressure Max 166.617 psf Active Pressure = 1/2 * Pressure Max' Max Wall Height Active Pressure 382.38602 Ib/ft Overturning Moment = 1/2 * Active Pressure * Max Wall Height Overturning Moment 877.6 ft-Ibs Wall Moment = Max Wall Height * Wall Thickness * Concrete Weight * Moment Arm Wall Moment 1719.1 ft-Ibs Slab Moment = (Toe - Wall Thickness) * Slab Thickness * Concrete Weight * Moment Arm Slab Moment 1406.2 ft-Ibs Righting Moment 3125.3 ft-Ibs Safety Factor 3.6 if greater than 1.5 OK Pile Load Capacity Total Weight of Pool only (no piles) 105,685 pounds Total Weight of Water 102,885 pounds Total Weight 208,570 pounds Total Pile Capacity 240,000 pounds Safety Factor r 1. 55 if greater than 1.25 OK Page 1 of 2: 5/9/2019 Structural Pool Calculations Client: NAVICOM Project: BRAVO CONTRERAS Address: 1234 NE 94 ST City: Miami SHORES, FI 33037 State: FL Wall Steel R=Moment*12/(phi (0.9)* b*d*d) R 108.3427 Slab rho=((0.85*fc)/fy)*(1-(SQRT(1-((2*R)/(0.85*fc))) rho 0.00183 Area Steel Required=rho*12*reinforcing depth Fernando Morales, P.E. # 51441 5201 SW 162 PI Miami, FL 33185 fernando1 morales0aol.com Area Steel Required 0.066 sqin Area Steel Actual sqin #4,6" OCEW 0 Area (Actual/Required) 6.1 if greater than 1.0 OK • • Dead Load (Concrete) Live Load (Water) Slab Thickness=1/33 Slab Thickness Provided Shear Depth Load Qu=1.2(DL) + 1.6(LL) 150 psf • 285.792 psf • • • • 2.82 inches 5" min by code • • • • 12 inches •..• 8.5 inches •••••• 637.3 Ibs/ft Beam Shear (Max Pile/2)-(Pile Dia/2)-(Beam Shear/12) Beam Shear X Load 2018 Actual 0.75*1.0*(2*SQRT(fc))*Pile Diameter* Shear Depth Actual 2705 Beam (Actual/Required) F 1.3 if greater than 1.0 OK Punch Shear bo=2*(Pile Dia+Shear Depth) + 2*(Pile Dia+Shear Depth) bo 46 inches Punch Shear = Load*(Pile Spacing -((Pile Dia+Shear Depth) 12)*((Pile Dia+Shear Depth)12) Punch Shear 30004 Actual 0.75*1.0*(4*SQRT(fc))*bo* Shear Depth Actual 82944 Punch (Actual/Required) F 2.8 if greater than 1.0 OK Slab Steel Static Moment=((Load/1000)*(Pile Spacing Small)*SQUARE(Pile Spacing Large -Pile Dia))/8 Static Moment 28.7 kip-ft b 36 inches Max Negitive Moment=(0.65)(0.75)*Static Moment Max Negitive Moment 14.0 R=Moment/)phi (0.9)*b*d*d) R 71.7 psi rho=((0.85*fc)/fy)*(1-(SQ RT(1-((2*R)/(0.85*fc))) rho 0.0012 Area Steel Required=rho*12*reinforcing depth Area Steel Required 0.369 sqin Area Steel Actual f)dtf „ -;, sqin #4, 6" OCEWTB, 0 Area (Actual/Required) 1.1 if greater than 1.0 OK Minimum Reinforcement (> 0.003 best) Wall Steel (ACI 318 14.3) Floor Steel (ACI 318 7.12.2.1) 0,0041 if greater than 0.0020 OK 0.0 228 if greater than 0.0020 OK (786)380-9739 9-May-19 .... .•••.. e Page 2 of 2: 5/9/2019 PILING NOTES: 1. HELICAL PILES TO BE INSTALLED BY A LICENSED INSTALLER. 2. REFER TO ATTACHED SOIL REPORT FOR SOIL ANALYSIS. 3. HELICAL PILES PART NSI 2.875 X 0.276,12" 14" TO BE INSTALLED PER PLAN. PILES ARE SCREWED INTO THE GROUND AND WILL FOLLOW THE LOAD LIMITS SET FORTH FROM ATLAS -HELICAL PRODUCTS REPORT STATING THAT THIS PILE HAS A COMPRESSION LOAD LIMIT OF 25 Kps, AND ULTIMATE TENSION STRENGTH OF 7 KIPS. AND A USEABLE TORSIONAL STRENGTH OF 5555.5 FT. -LB. 4. PILING PLACEMENT AND QUANTITY SHOULD BE REVIEWED BY GEOTECHNICAL ENGINEER AND PILING CONTRACTOR PRIOR TO INSTALLATION. 12" POOL FLOOR TOP & BOTTOM MAT OF #4 @ 6" O.C. EACH WAY 9" POOL BEAM #4 @ 6" O.C. EACH WAY IN WALLS SI 2.875 X 0.276, 12" 14" H�LIQ4L.PJLF.S ZATfACHING %O P.Wt: F:L®©R DETAIL N.T.S. .. ... . ... . . .. .. . .. ... ... . . . . ... . . . . . . . . . . . . • •• •• • • • •• •• ••• • • • ••• • • COPING 1 0'_2• NGVD COPING 8.67' WATER LINE F.C.E POOL POOL BOTTOM NGVD WALLS//SINGLE � /DOUBLE MAT #4 @ 6" 8.60' MAT #4 @ 6" O.C. TOP & BOTTOM T.O.B EACH WAY 9"MIN. 9" MIN. STD HOOK I STD HOOK 24" MIN SPLICE a 24" MIN SPLICE U " HELICAL PILE POOL SECTION A (DIVING EQUIPMENT PROHIBITED) '�.:,: ;: N.T.S. •' .. ... . .. . . • 1 1• • NGVDU 38'$' 8.67' F.C.E WATER LINE SINGLE MAT #4 Q POOL POOL BOTTOM S' O.C. EACH WAY WALLS//SINGLE /DOUBLE MAT 04 0 S' MAT #4 @ 6" O.C. NGVD f� TOP 8 BOTTOM 9' MIN EACH WAY 8.60' ¢ c VMIN. T.O.B U STD HELICAL PILE STD HOOK 24' MIN SPLICE MAIN DRAIN V 24 MIN SPLICE STD HELICAL PILEX SEE DETAIL HELICAL PILE POOL SECTION B (DIVING EQUIPMENT PROHIBITED) N.T.S. -01, 2' •• i• •s •f•• ••� •s • • I • • S • •• •'• •00 • d* i 0 1� ••i • ~i •• rY i i COPING MIN. POOL _ WALLS//SINGLE MAT 04 Q S' O.C. EACH WAY f . Ravicon 1234 NE 94th St. I iami Shores 2 #5 Hooks welded to top of plate O'x1O`x1/2" teel plate *t NSI M7Sx.276— Helical 3" sch 40 Daly. sleeve : .0. 0* 6*000**0 fele.09.; 0 Install: N512.875x.2 0* • 2 Ile A 61 --t W 9,6 eto 0 00 00 ,ses* %e 0 %Go 9 so Load: 25 kips allow�bLj C040%.:• - 7 kips allowaT i;'teen�{%ti}- .. . . •. Torque: 5555.5 ft/lbs or refusal Depth: Approx. 35 ft. N V15 February 27, 2019 Mr. Pierre Mifsud Florida Foundation Systems Inc. 2030 NW 22nd Ct Pompano Beach, FL 33069 Re: Report of Helical Pile Installation Bravo & Contreras Residence 1234 NE 94th Street Miami Shores, Florida NV5 Project No. 15958 Dear Mr. Mifsud: ••�• "'••• NV5 Inc. (formerly KACO), submits this report in fulfillment of our scope of•$atvices. Thjs repoi•606• represents the work effort associated with monitoringthe installation of procipution helical piles. NV*••••; previously performed geotechnical studies for the project and presented r2SUtts in fihe 16nowing.... reports: • • • • • .. .. .. . ..... . • Report of Subsurface Exploration & Geotechnical Engineering Study,:Pr*(Ised ,addition - Bravo & Contreras Residence, 1234 NE 94th Street, Miami Shores, F4orida, NV5 pYfe& No. , • 15958, dated January30, 2018. ;••••; • Addendum No. 1 - Helical Pile Recommendations, Proposed Addition - Bravo & e;mtreras Residence, 1234 NE 9411, Street, Miami Shores, Florida, NV5 Project No. 15958, dated August 24, 2018. • Report of Load Testing of 12-14-inch-Diameter Configuration Helical Pile, Bravo & Contreras Residence, 1234 NE 94th Street, Miami Shores, Florida. NV5 Project No. 15958, dated January 3, 2019. A total of fourteen (14) helical pile installations were completed on January 21 and 22, 2019. The helical piles were installed to either a minimum tip elevation of -44 feet NGVD or refusal. We recommend the helical piles installed on this phase of the project be put into service. Based on our field monitoring during helical pile installation, the data contained in our geotechnical studies for the project, our experience with foundation design in South Florida and the Florida Building Code (FBC), it is our opinion that, from a geotechnical perspective, the piles installed will akQvide the,Aorking axial compression capacity of 25 kips each. %%%% J OE L . t`.4,, Sincerely, 'y, �C. ,S'• ,L% A NV5, I.. a: 80.i 12 r a s � SrA;'iE OF *1c L'c. .•�.� Project Engineer,age�rr•�'7�',` Flo`r�+� I�d1l�e IQO: �,Q'312 Attachments: Pile Location Plan Drawing (1 Page) �filrr�t�s�titi�� Record of Helical Pile Installation (1 Page) \\Dos3\F\DOC\NV5 Reports \15958 Bravo And Contreras Residence _Nelical_Piles_lnstallation Report_O2-27-19.Docx 14486 Commerce Way I Miami Lakes, FL 33016 1 www.NV5.com I Office 305.666.3563 1 Fax 305.666.3069 CONSTRUCTION QUALITY ASSURANCE - INFRASTRUCTURE - ENERGY PROGRAM t iA^J.AGEMENT - ENVIRONMENTAL Record of Helical Pile Installation PROJECT NAME: Bravo & Contreras Residence -1234 NE 94th Street, Miami Shores, Florida PROJECT NUMBER: 15958 GENERAL/PILE CONTRACTOR: NAVICON CONSTRUCTION / FLORIDA FOUNDATION SYSTEMS NV5 REP: Mario Delgado PILE CONFIGURATION (inches): 12-14-i nch-d ia meter Helical Piles SPECIFIED DEPTH -30.00 NGVD PRESSURE REQUIRED (psi): 1670 REFERENCE DRAWING: Drawing No. 1 Min. Tip Elev. Location Provided by the Ground Pile Tip Total Total Number of Achieved w/ Pile ID Date Surface Elevation Length Extensions Plus Contractor Required Pressure Elevation (NGVD) (Feet) Lead* Yes Refusal 2A 1/21/2019 See Drawing No. 1 +5.3 -5.28 10.58 1L+2E Refusal 1A 1/21/2019 See Drawing No. 1 +5.3 -43.95 49.25 1L+8E Refusal 3A 1/21/2019 See Drawing No. 1 +5.3 -28.95 34.25 1L+5E 2000 4A 1/21/2019 See Drawing No. 1 +5.3 -7.37 12.67 1L+2E Refusal 1 1/22/2019 See Drawing No. 1 +4.5 -21.25 25.75 1L+4E Refusal 2 1/22/2019 See Drawing No. 1 +4.5 -27.00 31.5 1L+5E 1700 3 1/22/2019 See Drawing No. 1 +4.5 -23.00 27.5 1L+4E Refusal 4 1/22/2019 See Drawing No. 1 +4.5 -23.00 27.5 1L+4E Refusal 5 1/22/2019 See Drawing No. 1 +4.5 -22.70 27.2 1L+4E Refusal 6 1/22/2019 See Drawing No. 1 +4.5 -7.50 12.0 1L+2E Refusal 7 1/22/2019 See Drawing No. 1 +4.5 -41.83 46.3 1L+7E Refusal 8 1/22/2019 See Drawing No. 1 +4.5 -23.00 27.5 1L+4E Refusal 9 1/22/2019 lSee Drawing No. 1 +4.5 -32.25 36.8 1L+6E Refusal 10 1/22/2019 ISee Drawing No. 1 +4.5 -24.00 28.5 1L+5E Refusal • .. . . . . ... . .. ... .. . . . .. .. ... . ... . . . . .. . . . . .. . .. .. . . . . . ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . *Lead Section Length = 7' `� *Extension Section Length = 6.14' 1 N : V 5 EXISTING GATES W/SELF-CLOSING, SELF -LATCHING DEVICE LOCATED MIN. 54" ABOVE GRADE. ALL GATES SURROUNDING THE P OL AREA WILL SWING OUTWARD AWAY FROM POOL. 6' EXISTING CHAIN LINK FENCE r 174.22' PROPERTY LINE I� W I I it z I II I I I uW- I,z I I Iv I N I3 Lull C9 I %oi� I N S �I I� I1Zo I IZ I J Lull OII I I li I II I I b I T �uw�l I I IIw I I 1z I I POOL °' I I II I I II I I 2T4 ii POOL DECK BY OTHERS 10' DWELLING SIDE SETBACK — — — — 52'-10" / SEPTIC r J TANK ----------------------- 10' DWELLING SIDE SETBACK 9 U I z I U. I _ 162.31' PROPERTY LINE 'v 6' EXISTING CHAI4L�K FENCE — EXISTING GATES W/SELF-CLOSING, SELF -LATCHING DEVICE LOCATED MIN, 54" ABOVE GRADE. ALL GATES SURROUNDING THE POOL AREA WILL SWING OUTWARD AWAY FROM POOL. W.M. 3 W.M. 0 �z 1 J � I W n 140.51 NORTH ®. '--�— SCALE: 1"=20' THE POOL SHALL BE LOCATED IN A MANOR THAT COMPLIES WITH N.E.C. 680.8 FOR OVERHEAD CONDUCTORS AND N.E.C. 680.10 FOR ALL UNDERGROUND CONDUCTORS AND FBC E4203.6. PER FBC-RESIDENTIAL R4501.17: ALL DOORS AND WINDOWS PROVIDING DIRECT ACCESS FROM THE HOME TO THE POOL SHALL BE EQUIPPED WITH AN EXIT ALARM COMPLYING WITH UL 2017. FENCES AND GATES WILL MEET FBC 2017 R4501.17.1 THROUGH R4501.17.1.9; EXISTING GATES W/SELF-CLOSING, SELF -LATCHING DEVICE LOCATED MIN. 54" ABOVE GRADE. ALL GATES SURROUNDING THE POOL AREA WILL SWING OUTWARD AWAY FROM POOL. GATES W/SELF-CLOSING, SELF -LATCHING DEVICE LOCATED MIN. 54" ABOVE GRADE. ALL GATES SURROUNDING THE POOL AREA WILL SWING OUTWARD AWAY FROM POOL. PER FBC-RESIDENTIAL R4501.17: 7: ALL DOORS AND WINDOWS PROVIDING DIRECT ACCESS FROM THE HOME % pvE OF TO THE POOL SHALL BE EQUIPPED WITH AN EXIT ALARM COMPLYING WITH Ul 2017. Fernando Morales, P.E. 5201 .W. 162 Place Miami, Florida 331185 786-380-9739 License #51441 EXISTING GATES W/SELF-CLOSING, SELF -LATCHING DEVICE LOCATED MIN. 54" ABOVE GRADE. ALL GATES SURROUNDING THE POOL AREA WILL SWING OUTWARD AWAY FROM POOL. 6' EXISTING CHAIN LINK FENCE II F-T--------- Il z l I� T. I I I II z 1 I 1, z 1 pQ I 1 la criII0 i wl (D i Im i I N n I` cn 1 �1`u1 16 1w- TozoI WI' i IZ I� >II i {,emu ol� I II i I o I. I i POOL DECK BO I 1 BY OTHERS I { I I I I I I NEW 1 I CONSTRUCTION ? I I i L_1,.--------- 6' EXISTING CHAIN NO OBJECTION Florida Health Miami -Dade County O.S.T.D.S. & Well Program Applicatic Date:v Signature EXISTING GATES W/SELF-CLOSING, SELF -LATCHING DEVICE LOCATED MIN. 54" ABOVE GRADE. ALL GATES SURROUNDING THE POOL AREA WILL SWING OUTWARD AWAY FROM POOL. PER FBC-RESIDENTIAL R4501.17: ALL DOORS AND WINDOWS PROVIDING DIRECT ACCESS FROM THE HOME TO THE POOL SHALL BE EQUIPPED WITH AN EXIT ALARM COMPLYING WITH UL 2017. W.M. El Do fil N.51 S E F I� J0 - - _ _ --,�emando Morales, P.E. M1 S.W. 162 Place ia� Florida 9� 9 License #51441 THE POOL SHALL BE L 680.8 FOR OVERHEAD UNDERGROUND CON •0*0*• i'_ :r OCATED IN A MAUOR THAT C MP TH N."fol" CONDUCTOR 1 LL DOCTORS AND ALL DOORS AND WINDOWS PRO DING DIRECT ACCESS MJBE TO THE POOL SHALL BE EQUIPP WITH AN EXI1 ITH UL 2017. FENCES AND GATES WILL MEET C 2017 R4501.17.1 THROUGH R4501.17.9. EXISTING GATES W/SELF-CLOSIN M - AIN EVICE LOCATED MIN. 54" ABOVE GRADE. ALL GATES SURROUNDING THE POOL AREA WILL SWING OUTWARD AWAY FROM POOL. GATES W/SELF-CLOSING, SELF -LATCHING DEVICE LOCATED MIN. 54" ABOVE GRADE. ALL GATES SURROUNDING THE POOL AREA WILL SWING OUTWARD AWAY FROM POOL. It. I DATE: 12/22/18 1 SHEET 1: SITE PLAN LEGAL: BRAVO CONTRERAS RESIDENCE 1234 NE 94th STREET Mlaml Shores, FLORIDA 33037 JOB NO. 00116 j SCE_ 1/8a = 1, LEGEND ■---- DECK JET ® FLOOR DRAIN ,1G JET LIGHT ® SKIMMER T VACUUM LINE BUBBLER -�- WALL INLET I ® No. 51 41 ,t r ATE'`F �4,l- Fernando Morales, P.E. 5201 S.W. 152 Place Miami, Florida 33185 786-380-9739 License #51441 SPECIFICATIONS POOL SIZE: 36' x 19 POOL DEPTH: 1 4--11" PERIMETER: 92' VOLUME (GALLONS): 1 13,249 TURNOVER RATE: 1.56 HRS SURFACE AREA SQ. FT.: 360 POOL EQUIPMENT POOL PUMP TYPE:I POOL PUMP SIZE: 1.5HP 2SPD POOL FILTER: 150 SQ.FT, SALT GENERATOR: YES WATER HEATER: 100,000 BTU SKIMMER: I POOL RETURNS: 3 LIGHT: 3 SUCTION LINE WNAC LOCK: YES FINISH ITEMS COPING: I YES DECK nPF,; BY T . TILE: I YES • • • DECK SQ! FT! • GEM FINISH: I YES • : SUNSAM.1 'W w"'� ...• .... . . SPECIAL IdQYXS ..... 12" RAISED BEAM: NO PILING POOL: NO • ELECTRIC: BY OT • • ::l?;Q6ENCLOSUF0 RESID. FEW E . . . . ...... THE POOL SHALL BE LOCATED IN A MANOR THAT COMPLIES WITH N.E.C. 680.8 FOR OVERHEAD CONDUCTORS AND N.E.C. 680.10 FOR ALL UNDERGROUND CONDUCTORS AND FBC E4203.6. PER FBC-RESIDENTIAL R4501.17: ALL DOORS AND WINDOWS PROVIDING DIRECT ACCESS FROM THE HOME TO THE POOL SHALL BE EQUIPPED WITH AN EXIT ALARM COMPLYING WITH UL 2017. FENCES AND GATES WILL MEET FBC 2017 R4501.17.1 THROUGH R4501.17.1.9; EXISTING GATES WSELF-CLO ING, ELF -LATCHING DEVICE LOCATED MIN. 54" ABOVE GRADE. ALL GATES SNDING THE POOL AREA WILL SWING OUTWARD AWAY FROM POOL, DATE; 12/22/18 1 SHEET 2: POOL PLAN & SPECIFICATIONS LEGAL: BRAVO CONTRERAS RESIDENCE 1234 NE 94th STREET Miami Shores, FLORIDA 33037 JOB NO. 00116 SCALE: 1/8" = V i VACUUM LINE! BUBBLER -� WALL INLET I 5' of 4'XV POO I EQU PL f _ 1 _ a> 10 Fernando Morales, P.E. 5201 S.W. 162 Place Miami, Florida 33185 786-380-9739 License #51441 SPECIFICATIONS POOL SIZE: 36' x IV POOL DEPTH: 4'-11" PERIMETER: a VOLUME (GALLONS): 13,249 TURNOVER RATE: 1.56 HRS SURFACE AREA SO. FT.: 360 POOL EQUIPMENT POOL PUMP TYPE: POOL PUMP SIZE: 1.5HP 2SPD POOL FILTER: 150 SQ.FT. SALT GENERATOR: YES WATER HEATER: 100,000 BTU } SKIMMER: I POOL RETURNS: 3 LIGHT: 3 SUCTION LINE WNAC LOCK: YES FINISH ITEMS COPING:1 YES iffi *PE: I BY HERS TILE: I YES OEM= FT. 1 • • • • • GEM FINISH: YES SUNSHELF: YES • • •••• 660660 ..•••. SPECIAL NOTES • • • • • •- • • • •.: 12" RAISED BEAM: NO : M9IRIC: BY TAERS PILING POOL: NO POOL ENC1.0St1RE: I RESID!FENCE • • • . • ,i. AV I 04 ,. k x v THE POOL SHALL BE LOCATED IN A MANOR THAT COMPLIES WITH N.E.C. 680.8 FOR OVERHEAD CONDUCTORS AND N.E.C. 680.10 FOR ALL UNDERGROUND CONDUCTORS AND FBC E4203.6. PER FBC-RESIDENTIAL R4501.17: ALL DOORS AND WINDOWS PROVIDING DIRECT ACCESS FROM THE HOME TO THE POOL SHALL BE EQUIPPED WITH AN EXIT ALARM COMPLYING WITH UL 2017. r FENCES AND GATES WILL MEET FBC 2017 R4501.17.1 THROUGH R4501.17.1.9; EXISTING GATES W/SELF-CLO ING, ELF -LATCHING DEVICE LOCATED MIN. 54" ABOVE GRADE. ALL GATES SURAGUNDING THE POOL AREA WILL SWING OUTWARD AWAY FROM POOL. I DATE: 12/22/18 1 SHEET 2: POOL PLAN & SPECIFICATIONS LEGAL: BRAVO CONTRERAS RESIDENCE 1234 NE 94th STREET Miami Shores, FLORIDA 33037 I JOB NO. 00116 SCALE: /8" = V J • PIPE SIZE INCHES MAX. FLOW 6.0 ft/sec 8.0 ft/sec 1-1/2" 38 gpm 51 gpm 2" 63 gpm 84 m 2-1/2" 90 cipm 119 gpm 3" 138 gpm 184 gpm 4" 238 gpm 317 gpm ANTI -VORTEX MAIN DRAIN COVER TESTED TO ASME Al12.19.8M 2007 BY UL 8172 LISTED WITH ANTI -ENTRAPMENT COVER (TYPICAL OF 2) I-- T MIN —1 PER FBC RESIDENTIAL POOL HYDROSTATIC A RELIEF VALVE_!! 403.9.4 PUMPS AND PUMP MOTORS BRANCH PIPING TYPICAL 1. POOL FILTER PUMP MOTORS SHALL DOUBLE MAIN DRAIN (RETAIL) NOT BE SPLIT -PHASE, SHADED -POLE, OR CAPACITOR START -INDUCTION ACCORDING TO FBC-RESIDENTIAL 2014 CHAPTER 45 RUN TYPES. 2. POOL PUMPS AND POOL PUMP • • • • MOTORS WITH A TOTAL HP > 1hp PER ANSI-7: THE MIWMUM,SIZE FdR z;*SUCTION•... SHALL HAVE THE CAPABILITY OF SIDE FILTRATION AND AfJXVAFRY BRANCii RIPING IS 6 FIP§; OPERATION AT TWO OR MORE THE MINIMUM SIZE FOR J'11F,,%4CTION-4PP- ILTRATJQW.:. SPEEDS. THE LOW SPEED SHALL AND AUXILIARY TRUNK Plgj%!S 8 FPS; TyE MINIMUM • HAVE A ROTATION RATE OF NO MORE SIZE FOR THE RETURN SDI E FILTRATION PIPING IS 9PP3;0 • THAN 1/2 OF THE MOTOR'S MAXIMUM AND THE MINIMUM SIZE FbW'f14E AUX0AA1 RETUA LINE ROTATION RATE. IS 10 FPS. "" • • • 9 •: •.. ..•... ... . ..... •. POOL •• .••••. .RETWWNS .� . . . . ...... ...... .. . TYR .. . • 2 • • . POOL M.D.s SALT GENERATOR 071 HEATER 2„ 2„ 2" 3 WAY1 2" SKIMMER VALVE VALVE AIR RELIEF xg- HAIR s LINT 150 SF FILTER :rG.� STRAINER PRESSURE GAUGE LEGEND ---- DECK DECK JET ® FLOOR DRAIN ,�k JET \\r1'1'\1 LIGHT ® SKIMMER T VACUUM LINE BUBBLER —�- WALL INLET _ENs- < fA 5 1 U P, �, Fernando Morales, P.E. 5201 S.W. 162 Place Miami, Florida 33185 786-380-9739 License 951441 VALVE 1.5 HP / 2 SPD PUMP TO WASTE PLUMBING SCHEMATICS ALL PIPING SHALL CONFORM TO FBC-RESIDENTIAL R4501.6 SCALE: 1/$„ = 1' 9 z 2" SK a---- DECK JET ® FLOOR DRAIN ,V/ JET \\rl""l LIGHT ® SKIMMER i VACUUM LINE BUBBLER -� WALL INLET PIPE SIZE INCHES MAX. FLOW 6.0 ft/sec 8.0 ft/sec 1-1/2" 38 gpm 51 gpm 2" 63 gpm 84 gpm 2-1/2" 90 gpm 119 9pM W 138 gprn 184 gpm 4" 238 gpm 317 gpm HYDROSTATIC PER FBC 403.9.4 RESIDENTIAL POOL RELIEF VALVE PUMPS AND PUMP MOTORS TYPICAL 1. POOL FILTER PUMP MOTORS SHALL NOT BE SPLIT -PHASE, SHADED -POLE, OR CAPACITOR START -INDUCTION RUN TYPES. 2. POOL PUMPS AND POOL PUMP MOTORS WITH A TOTAL HP > 1 hp SHALL HAVE THE CAPABILITY OF OPERATION AT TWO OR MORE SPEEDS. THE LOW SPEED SHALL HAVE A ROTATION RATE OF NO MORE THAN 1/2 OF THE MOTOR'S MAXIMUM ROTATION RATE. POOL M.D.s 2" 4' X 8' POOL EQUIP. HAIR & LINT STRAINER 0 AN Zz 44- No. 51 1 s3/ ` S TE z F ;/01`40- Fernando Morales, P.E. 5201 S.W. 162 Place Miami, Flodda 33185 786-380-9739 License #51441 1.5HP/2SPD PUMP ANTI -VORTEX MAIN DRAIN COVER TESTED TO ASME Al 12.19.8M 2007 BY UL 8172 LISTED WITH ANTI -ENTRAPMENT COVER (TYPICAL OF 2) t—T MIN-1 da. ollL u ~ BRANCH PIPING DOUBLE MAIN DRAIN (DETAIL) ACCORDING TO FBC-RESIDENTIAL 2014 CHAPTER 45 PER ANSI-7: THE MINIMUM SI4%E6R0,rHE SUCTIQN, • • • SIDE FILTRATION AND AUXILIARY) PIPIAGJS 62:PS; •., THE MINIMUM SIZE FOR THE SUCIM §PE FILTRATION • AND AUXILIARY TRUNK PIPING IS 8 FPS' THE MINIMUM • • • SIZE FOR THE RETURN SIDE FILTRAf OUPIPIN& � 6r PS; • AND THE MINIMUM SIZE FOR THE /QI,i EIARY RETURN LINE "; IS 10 FPS. ' • ""0 • "' ' • • •• •. .. • •.• POOL•••••• • RETUR* • • 000 • • TYP. •••• 2" VALVE I - TO WASTE SALT GENERATOR AIR RELIEF PLUMBING SCHEMATICS ALL PIPING SHALL CONFORM TO FBC-RESIDENTIAL R4501.6 GAUGE A MINIMUM SLOPE FOR DECKING OF %8 INCH PER OPTIONAL: Where provided, the vacuum or pressure cleaner fitting(s) shall LINEAR FOOT SHALL BE PROVIDED EXCEPT FOR WOOD UNDERWATER BENCHES, SWIMOUTS AND SUNSHELVES TO BE VISUALLY be located in an accessible position(s) at least 6 inches and not DECKING, PER ANSI/NSPI-5 2003 SECTION 7.2.2.1 SET APART FROM POOL FINISH WITH A greater than 12 inches below the minimum operating water level TILE EDGE OF A CONTRASTING COLOR. or as an attachment to the skimmer(s). NGVD 8.67' F.C.E NGVD SAY T.O.B STEEL TEX FORM (OR EQUIVALENT) DOWN TO SOIL LINE COPING No. 4 BARS W O.C. EACH WAY THROUGHOUT - FOR COVE AREAS DEEPER THAN 8' ADD No. 3 BARS AT 8" O.C. EACH WAY BOTTOM 8 T UP ON WALLS. (STEEL TO BE AT CENTER OF CONCRETE) ANTI -VORTEX MAIN DRAIN MIN. S" SECURE WITH 2 STAINLESS STEEL SCREWS • 12" 1.5" THREADED _ PVC PLUG P.V.C. TO PUMP PERFORATED WELL POINT IN 3/4" ROCK BED TYPICAL WALL SECTION AND WELL POINT N.T.S. r 8":t I WA' n PL WATERLINE WALL TILE COPING DETAIL N.T.S. Femando Morales, P.E. 5201 S.W. 182 Place Miami, Florid 33185 7W38041739 License #61441 .••••• FRONT ACCESS SKIMMER QETAt]; • • • • • • PER ANSI/NSPI-2003 6.2.2: • • ALL RISERS AT THE CENTERLINE SHALL HAVE A MAk UNIFORM : • • • : • HEIGHT OF 12", EXCEPT THE TOP OR BOTTOM RISER, WHdCM • MAY VARY IN HEIGHT, BUT SHALL NOT EXCEED 12". • • 0• •' • MIN. 240 SQ.IN. SURFACE AREA ON TOP STEP 11" J \ 10° SUNSHELF r v 10" 4 2'41. — 4'-7" 101'4 4' r IV 14" TYP. 10" CENTERLINE OF STEPS N.T.S. EQUIPMENT PAD DETAILS /" CONCRETE PAD PER F.G.C. 1820.3 TOP VVIIEEWW 0e �/ o 8A FILTER BASE PUMP N.T.& N.T.S. N.T.S. ALL ANCHOR BOLTS THROUGH BASE TO BE 3/8" LAG BOLTS OR TAP CONS FOR ALL EQUIPMENT. SEE MANUFACTURER'S SPECIFICATIONS FOR ANY ADDITIONAL DETAILS AND ANCHORING POINTS. DETAIL IS COMPLIANT WITH FBC 301.12 INSTALLATION OF EQUIPMENT WILL BE COMPLIANT WITH FBC 1820 PERTAINING TO WIND LOADS. WATERLINE POOL BEAM 1" COND. 4" MIN. NICHE SLEEVE NICHE SLEEVE 2" PVC PIPE CUT FLUSH TO WALL BEFORE PLASTERING 12V VAC LIGHTING; REFER TO NO NICHE OR MANUFACTURER'S BONDING REQ'D SPECS BEFORE INSTALLING LED NICHELESS LIGHT DETAIL N.T.S. JUNCTION BOX ! PUMP SWITCH 300 W TRANSFORMER TIMER COMBINATION TIMER ro GFI RECEPTACLE 10' MIN 20' MAX. FROM WATER LINE POOL PUMP 1.5 HP, 230V PUMP MUST COMPLY WITH FBC (E) 403.9.4 CONSTRUCTION NOTES: 2. 3. 4. 5. 6. 7. 8. 9. 10. CHLORINE GENERATOR EXIST 2 # 12 THHN 2P 20 AMP EXIST. EXIST. /0 3 # 1/0 3 # 1/0 2 SETS: 3 # 1/0 FPL PUMP 2 # 12 THHN A 1#6 METER SERVICE 1 P 15 AMP PANEL IN 2 C. " 1#6 IN 2" C. 1#2 IN 21/2" C. K 7 METER 1 # 12 THHN CV GROUND »L» # 8 AWG GRID EQ O o EXIST EXIST EXIST EXIST EXIST PANEL PANEL "B" PANEL "E" "ATS" PANEL "DP" O PUMP20A O M. GFIBRAKE SW. POOL LIGTH 15 A 3#3 1#8 (G) ("—IN. _ 3#1/0 1#6 (G) 2"C. S 18" TO: EMENT • • • 14TTCO TX PER NEC 2014 680.22 (8) GFCI ++ S PROTECTION. OUTLETS SUPPLYING POOL ..... '..• PUMP MOTORS FROM BRANCH CIRCUITS ...:. 300 W IDID SC WITH SHORT-CIRCUIT AND .... TRANSF. GROUND -FAULT PROTECTION RATED 15 "• • • o OR 20 AMPERES, 125 VOLT OR 240 VOLT, • JB SINGLE PHASE, WHETHER BY ••••• �••• ' 2 # 6 COPPER RECEPTACLE OR DIRECT CONNECTION, 1 10 GROUND SHALL BE PROVIDED WITH • GROUND -FAULT CIRCUIT -INTERRUPTER +•++++ HEAT PROTECTION FOR PERSONNEL. PUMP • (3) 60w NICHELESS LIGHTS 100,000 BTU � • � • POOL ELECTRICAL SCHEMATIC ALL CONSTRUCTION AND WORKMANSHIP SHALL BE IN CONFORMITY WITH FBC-RESIDENTIAL 2017 CHAPTER 45. UPON RATIONAL ANALYSIS, THE PREVAILING SOILS IN THE AREA SURROUNDING THIS SWIMMING POOL CONSTRUCTION WILL PROVIDE ADEQUATE SUPPORT NEEDED FOR THE POOL FOUNDATION. SWIMMING POOL TO HAVE PNEUMATICALLY PLACED CONCRETE FLOOR, WALL AND BOND BEAM. CONCRETE TO HAVE 28 DAY COMPRESSIVE STRENGTH OF 2,800 P.S.I. ALL REINFORCED STEEL TO BE INTERIM GRADE DEFORMED BARS OF NEW BILLET STEEL: CONFORMING TO ASTM A-615. STEEL TO BE BENT, LAPPED AND PLACED IN ACCORDANCE WITH A.C.I. STANDARDS AND SPECS. IN AREA OF SKIMMER, 243 BARS IN BOND BEAM MAY BE PLACED EITHER BELOW OR BEHIND SKIMMER. ALL PIPING SHALL BE N.S.F. APPROVED AND SHALL BE SCHEDULE 40 PVC. MAIN DRAIN TO HAVE A FREE AREA OF 4 TIMES THE AREA OF THE SUCTION LINE. WATER SUPPLY AND DISPOSAL TO BE ARRANGED SO THAT THERE IS NO CROSS -CONNECTION WITH A DOMESTIC WATER SUPPLY. IF REQUIRED, UNSCREENED POOLS SHALL HAVE A MINIMUM 4 FT. FENCE WITH SELF -CLOSING AND LATCHING GATE. ALL METALLIC POOL FITTINGS WITHIN 5 FEET OF THE INSIDE WALL AND THE DECK REINFORCING SHALL BE BONDED TO THE POOL REINFORCING STEEL WITH A NO.8 AWG COPPER WIRE. THE POOL REINFORCING STEEL SHALL BE BONDED TO THE POOL LIGHT NICHE WITH NO.8 AWG COPPER WIRE. TWO NO.8 AWG COPPER GROUND WIRES SHALL BE RUN WITH N.E.C. APPROVED CONDUIT, ONE INTERNALLY, FROM THE LIGHT NICHE TO THE JUNCTION BOX. COMPLETION OF THE POOL GROUNDING SYSTEM TO THE PANEL BOARD BY ELECTRICIAN. POOL CONSTRUCTION SHALL BEAR ON CLEAN SANDS OR ROCK WITH A BEARING CAPACITY 2,000 P.S.F. FBC-RESIDENTIAL 2017 CHAPTER 45 SECTION R4501.6.1 CONFORMANCE STANDARD: DESIGN, CONSTRUCTION AND WORKMANSHIP SHALL BE IN CONFORMITY WITH THE REQUIREMENTS OF ANSI/NSPI 3, ANSI/NSPi 4, ANSI/NSP15, ANSI/NSPI 6 AND ANSI/NSPI 7. EQUIPOTENTIAL BONDING GRID: PER F.B.C. 2017 SECTION E4204.1 THROUGH E4204.5.1 ALTERNATIVE MATERIALS AND METHODS FOR SWIMMING POOL AND SPAS WITH THE INSTALLATION OF 15-VOLT OR LESS SWIMMING POOL LIGHTS OR NO LIGHT, PERIMETER SURFACES AND EQUIPOTENTIAL BONDING GRID (SINGLE WIRE). PERIMETER SURFACES AND EQUIPOTENTIAL BONDING GRID (SINGLE WIRE) INCLUDES UNPAVED SURFACES AS WELL AS POURED CONCRETE AND OTHER TYPES OF PAVING. BONDING FOR PERIMETER SURFACES SHALL BE INSTALLED AS FOLLOWS: 1. ATTACHED TO THE POOL REINFORCING STEEL OR COPPER CONDUCTOR GRID (SINGLE WIRE) AND 2. BURIED TO A MINIMUM DEPTH OF (4) FOUR INCHES TO (6) SIX INCHES BELOW GRADE AND 3. MINIMUM OF (4) FOUR POINTS UNIFORMLY SPACED AROUND THE PERIMETER OF THE POOL (EXCEPT FOR NONCONDUCTIVE POOL SHELLS, BONDING AT FOUR POINTS SHALL NOT BE RQUIRED) AND 4. CONNECTED TO AN EQUIPOTENTIAL BONDING GRID (SINGLE WIRE) WITHE A SOLID COPPER BARE CONDUCTOR NOT SMALLER THAN #8 AWG AND 5. CONNECTION SHALL BE MADE EXOTHERMIC WELDING OR BY LISTED PRESSURE CONNECTORS OR CLAMPS THAT ARE LABELED AS BEING SUITABLE FOR THE PURPOSE AND ARE OF STAINLESS STEEL, BRASS, COPPER OR COPPER ALLOY AND S. THE EQUIPOTENTIAL BONDING GRID (SINGLE WIRE) SHALL EXTEND UNDER PAVED WALKING SURFACES FOR MINIMUM 18" AND MAXIMUM 24" HORIZONTALLY BEYOND THE INSIDE WALLS OF THE POOL AS ALLOWED UNDER EXISTING CONDITIONS. 7. POOL WATER SHALL BE INTENTIONALLY BONDED BY MEANS OF A CONDUCTIVE SURFACE AREA NOT LESS THAN 9 SQUARE INCHES INSTALLED IN CONTACT WITH THE POOL WATER. THIS BOND SHALLE PERMITTED TO CONSIST OF PARTS THAT ARE REQUIRED TO BE BONDED IN SECTION `/ No.51 1 ,gha DATE: 12/22/18 SHEET 5:CONSTRUCTION NOTES & ELEC7 =yk*= re ATE F' HA; ��•°BRAVO1234 CO TRER hSsREE RESIDENCE Fernando Morales, P.E. Miami Shores, FLORIDA 33037 5201 S.W. 162 Pleas LEGAL: Miami, Florida 33185 JOB N0. 00 788-38"73s License #51441 EQ e.. e PILING NOTES: 1. HELICAL PILES TO BE INSTALLED BY A LICENSED INSTALLER. 2. REFER TO ATTACHED SOIL REPORT FOR SOIL ANALYSIS. 3. HELICAL PILES PART NSI 2.875 X 0.276,12" 14" TO BE INSTALLED PER PLAN. PILES ARE SCREWED INTO THE GROUND AND WILL FOLLOW THE LOAD LIMITS SET FORTH FROM ATLAS -HELICAL PRODUCTS REPORT STATING THAT THIS PILE HAS A COMPRESSION LOAD LIMIT OF 25 Kps, AND ULTIMATE TENSION STRENGTH OF 7 KIPS. AND A USEABLE TORSIONAL STRENGTH OF 5565.5 FT. -LB. 4. PILING PLACEMENT AND QUANTITY SHOULD BE REVIEWED BY GEOTECHNICAL ENGINEER AND PILING CONTRACTOR PRIOR TO INSTALLATION. 12" I 9T POOL BEAM POOL FLOORA #4 @ 6" O.C. EACH WAY IN WALLS TOP & BOTTOM MAT OF #4 0 6" O.C. EACH WAY 2.875 X 0.276, 12" 14" HELICAL PILES ATTACHING TO POOL FLOOR DETAIL N.T.S. Fernando Morales, P.E. 5201 S.W. 162 Plam Mlanu, Flodde 33185 780­380-9739 License #51441 (2) #5 HOOKS WELDED TO TOP OF PLATE WELDED -CAP PLATE _ W/SLEEVE SCH 40 GALV SLEEVE 10" x 10" x 1 f2"\1173" STEEL PLATE NSI 2.875 X 0.276,12" 14"•••••• ••• • • •' CUNNECTOFr CONNECTIVI MILTS • • •d - bRADI: 814 D.G. 3/4" bis%, , 14" Dia. HELIX PLATES 12" Dia. 12.50 TONS (COMPRESSION) 3.50 TONS (TENSION) TYPICAL CROSS-SECTION DETAIL OF A HELICAL NEW CONSTRUCTION PIER COPING NGVD 36'-6" COPING 8.67 F.C.E WATER LINE —, POOL WALLS//SINGLE MAT #4 @ 6" O.C. EACH WAY STD HOOK- 24" MIN SPLICE NGVD 8.60' T.O.B HELICAL —2'-0" 8'-0" POOL SECTION B (DIVING EQUIPMENT PROHIBITED) N.T.S. COPING MAIN DRAIN SEE DETAIL 10'-2"— WATER LINE POOL BOTTOM /DOUBLE MAT #4 C 6" TOP & BOTTOM M HELICAL 8'-0" NGVD COPING 8.67' F.C.E POOL STEPS SINGLE MAT #4 @ - 6" O.C. EACH WAY 9" MIN c,> " M 24" MIN STD kH . POOL WALLS//SINGLE MAT #4 0 6" O.C. cEACH WAY :LICAL PILE •••••• •• • •• • • •rr•r• • ..w .Soo 4 POOL POOL BOTTOM NGVD WALLSHSINGLE R /DOUBLE MAT #4 @ 6" 8.60, MAT #4 Q 6" O.C. TOP & BOTTOM T.O.B EACH WAY 9"MIN. " MIN. STD HOOK STD HOOK 24" MIN SPLICE V � 24" MIN SPLICE HELICAL PILE � E "( s 41 2'-0" 6'-0"T 2'-0^ _ * No. 51 * _ DATE: t 2/22/t 8 SHEET 7: HELICAL PILE DETAILS POOL SECTION A "E F ; (DIVING EQUIPMENT PROHIBITED) BRAVO CONTRERAS RESIDENCE N.T.S. 1234 NE 94th STREET Fernando Morales, P.E. Miami Shores, FLORIDA 33037 5201 S.W. 102 Place LEGAL: Miami, RAW 33185 780-MO-9739 JOB N0. 00116 License #51441 OUTDOOR SWIMMING BARRIER COMPLYING WITH 6TH EDITION (2017) R4501.171.1 THROUGH R4501,17,1.14 R4501.17Residential swimming barrier requirement. Residential swimming pools shall comply with Sections R4501.17.1 through R4501.17.3. Exception: A swimming pool with an approved safety pool cover complying with ASTM F1346. ` R4501.17.1Outdoor swimming pools. The top of the barrier shall be at least 48 Inches (1219 mm) above grade measured on the side of the barrier which faces away from the swimming pool. The maximum vertical clearance between grade and the bottom of the barrier shall be 2 inches (51 mm) measured on the side of the barrier which faces away from the swimming pool. where the top of the pool structure is above grade the barrier may be at ground level or mounted on top of the pool structure, Where the barrier is mounted on top of the pool structure, the maximum vertical clearance between the top of the pool structure and the bottom of the barrier shall be 4 inches (102 mm). R4501.17.1.2 The barrier may not have any gaps, openings, indentations, protrusions, or structural components that could allow a young child to crawl under, squeeze through, or climb over the barrier as herein described below. One end of a removable child barrier shall not be removable without the aid of tools. Openings in any barrier shall not allow passage of a 4—inch—diameter (102 mm) sphere. R4501.17.1.3 Solid barriers which do not have openings shall not contain indentations or protrusions except for normal construction tolerances and tooled masonry joints. R4501.17.1.4 Where the barrier is composed of horizontal and vertical members and the distance between the tops of the horizontal members is less than 45 inches (1143 mm), the horizontal members shall be located on the swimming pool side of the fence. Spacing between vertical members shall not exceed 1-3/4 inches (44 mm) in width. Where there are decorative cutouts within vertical members, spacing within the cutouts shall not exceed 1-3/4 inches (44 mm) in width. R4501.17.1.5 Where the barrier is composed of horizontal and vertical members and the distance between the tops of the horizontal members is 45 inches (1143 mm) or more, spacing between vertical members shall not exceed 4 inches (102 mm). Where there are decorative cutouts within vertical members, spacing within the cutouts shall not exceed 1-3/4 inches (44 mm) in width. R4501.17.1.6 Maximum mesh size for chain link fences shall be a 21/4—inch square (57 mm) unless the fence is provided with slats fastened at the top or bottom which reduce the openings to no more than 1-3/4 inches (44 mm). R4501.17.1.7 Where the barrier is composed of diagonal members, the maximum opening formed by the diagonal members shall be no more than 1-3/4 inches (44 mm). R4501.17.1.8 Access gates, when provided, shall be self —closing and shall comply with the requirements of Sections R4501.17.1.1 through R4501.17.1.7 and shall be equipped with a self —latching locking device located on the pool side of the gate. Where the device release is located no less than 54 inches (1372 mm) from the bottom of the gate, the device release mechanism may be located on either side of the gate and so placed that it cannot be reached by a young child over the top or through any opening or gap from the outside. Gates that provide access to the swimming pool must open outward away from the pool. The gates and barrier shall have no opening greater than 1/2 inch (12.7 mm) within 18 inches (457 mm) of the release mechanism. 1 4 �1.1 1. . Where a wall of a dwelling serves as part of the barrier, one of the following shall apply: 1.All doors and windows providing direct access from the home to the pool shall be equipped with on exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 dBA at 10 feet (3048 mm). Any deactivation switch shall be located at least 54 inches (1372 mm) above the threshold of the access. Separate alarms are not required for each door or window if sensors wired to a central alarm sound when contact is broken at any opening. Exceptions: o.Screened or protected windows having a bottom sill height of 48 inches (1219 mm) or more measured from the interior finished floor at the pool access level. b.Windows facing the pool on floor above the first story. c.Screened or protected pass —through kitchen windows 42 inches (1067 mm) or higher with a counter beneath. 2.AII doors providing direct access from the home to the pool must be equipped with a •self —closing, self —latching device with positive mechanical latching/locking installed a minimum of 54 inches (1372 mm) above the threshold, which is approved by the authority having jurisdiction. 3.A swimming pool alarm that, when placed in a pool, sounds on alarm upon detection of an accidental or unauthorized entrance into the water. Such pool alarm must meet and be independently certified to ASTM Standard F2208, titled 'Standard Safety Specification for Residential Pool Alarms,"which includes surface motion, pressure, sonar, loser, and infrared alarms. For purposes of this paragraph, the term 'swimming pool alarm"does not include any swimming protection alarm device designed for individual use, such as an alarm attached to a child that sounds when the child exceeds a certain distance or becomes submerged in water. R4 . Where an aboveground pool structure is used as a barrier or where the barrier is mounted on top of the pool structure, and the means of access is a ladder or steps, the ladder or steps either shall be capable of being secured, locked or removed to prevent access, or the ladder or steps shall be surrounded by a barrier which meets the requirements of Sections R4501.17.1.1 through R4501.17.1.9 and Sections R4501.17.1.12 through R4501.17.1.14. When the ladder or steps are secured, locked or removed, any opening created shall not allow the passage of a 4—inch—diameter (102 mm) sphere. .#! 4 ... . PER FBC-RESIDENTIAL R4501.17: ALL DOORS AND WINDOWS PROVIDING DIRECT ACCESS FROM THE HOME TO THE POOL SHALL BE EQUIPPED WITH AN EXIT ALARM COMPLYING WITH UL 2017 WITH A MINIMUM SOUND PRESSURE RATING OF 85 DB AT 10 FT. ANY DEACTIVATION SWITCH SHALL BE LOCATED AT LEAST 54 INCHES ABOVE THE THRESHOLD OF THE ACCESS. (R4501.17.1.9) •••• • • • • •••• •• 0606 • • • • •• • • ••• • • • • • •••••• •• • •• ••• • •• w•• •••• • • • • i •••• • •• 00 • • • • • • • • • • i. •• • • •• • • • • • •••• 1 Fernando Morales, P.E. 5201 S.W. 162 Place Miami, Florida 33185 786-380-9739 License #51441 J DATE: 12/22/18 1 SHEET 8: POOL SAFETY DEVICE LEGAL: BRAVO CONTRERAS RESIDENCE 1234 NE 94th STREET Miami Shores, FLORIDA 33037 JOB NO. 00116 r. P 210.22' 1 +_- 30' TOTAL R1GKTOF-WAY b IJ + - 160.00' + DID 17 z 4p t ; C Site Vicinity Map • • •• __ • • •� - •••!•• ! • • ••rr•• •f•••• • • • ' • ••* _ 000 • �•••� • • • �•••• • • • • �•••• ••f• •e,i•w• •••! •••r•• •••••f ••••• • • f ONE STORY • ! ••• ••••• ` • • •••' t • •; .._ •_ . 0 . , 7 • ••• • • 0.••• 4 GARAGE •. • i •• • ONE STORY ,• r'• •• •• •• •• 0000*0 *000 ,�:,••• Approxifiate Scale in Feet ••••:• fit • + � •i•••• •__—�00 • •• •• • •• O 0 O _1A 2A 3A 4Ai 110 LEGEND: - Number & Approximate location of 1AA Helical Pile Installation . -' o p O O Q zio _.21 a O CQ O O �! NOTES: 01- e>cI _ !" Test locations shown are approximate. .j 160.00 2. Test location symbols are not to scale. 3. Base drawing was taken from Sheet I LIMIT aFPLAr F. - Map of Boundary Survey, Prepared by �. (MAP) , _ _ Johan Ibarra & Associates, dated _ = - 09-28-2017. DRAWING TITLE: Site Vicinity Map & General Pile Location Plan DWN BY: y(0 PROJECT NAME: Bravo & Contreras Residence CKD BY: PROJECT LOCATION: 1234 NE 94th Street, Miami Shores, Florida PROJECT NO: 15958 DATE: 0212712019 DWG NO: 1 APD BY