The URL can be used to link to this page

MC-15-1852 (2) Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-239763 Permit Number: MC-7-15-1852 Scheduled Inspection Date: January 20, 2016 Permit Type: Mechanical - Residential Inspector: Perez,JanPierre Inspection Type: Final Owner: PALMISANO, INGRID& ERIC Work Classification: Pool Heater Job Address: 1035 NE 96 Street Miami Shores, FL Phone Number Parcel Number 1132060143730 Project: <NONE> Contractor: ESSIG POOLS INC Phone: 305-949-0000 Building Department Comments POOL HEATER Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed Failed Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. January 19, 2016 For Inspections please call: (305)762-4949 Page 9 of 56 E 'z= s ESE E 3 3�3 ICJ- ... ,; oeEs �sN ,3. y, Miami Shores Village t7t?l� yjt?e: @Ch1niC11- A �� 3; `� 10050 N.E. 2nd Avenue NE WcrkClassifrcaffon PoW Miami Shores, FL 33138-0000 Phone: (305)795-2204 Permit'' t$16u "`APPROVED FioRioA Issue Date 8114/20 Expiration: 10/2016 Project Address Parcel Number Applicant 1035 NE 96 Street 1132060143730 INGRID& ERIC PALMISAN0 Miami Shores, FL Block Lot: �„1_.,,.�v.,.a:-zsSt�,ui`v•.3i�a,`R;_.3Yi.:.. .„- liP� #i�ss.... •;7:i3^ ;.�si' «.2r,£Lm'Lc'-_ Owner Information Address Phone Cell INGRID& ERIC PALMISANO 1035 NE 96 Street MIAMI SHORES FL 33138-2551 Contractor(s) Phone Cell Phone -� Valuation: $ 3,000.00 ESSIG POOLS INC 305-949-0000 Total Sq Feet: 0 Tons: Available Inspections: Additional Info: POOL HEATER Inspection Type: Classification: Residential Final Approved: In Review Review Mechanical Comments: Date Approved: : In Review Date Denied: Type of Work: Scanning: 1 Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $1.80 Invoice# MC-7-15-56448 DBPR Fee $2.00 08/14/2015 Check#:99776 $66.80 $ 50.00 DCA Fee $2.00 Education Surcharge $0.60 07/23/2015 Check#:99706 $50.00 $0.00 Permit Fee $105.00 Scanning Fee $3.00 Technology Fee $2.40 Total: $116.80 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 regulating construction and zoning. Futhermore, I authorize the above-named contractor to do the work stated. August 14, 2015 Authorizednature: ner / Applica / Contractor / Agent Date Building Department Copy August 14, 2015 1 Miami Shores Village 2015 Building Department JUL L 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel:(305)795-2204 Fax:(305) 756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 �� FBC 20{{\u_ BUILDING Master Permit No. a-EP1's r ` e '—I PERMIT APPLICATION Sub Permit No. �l(> lQ--- BUILDING ❑ ELECTRIC ❑ ROOFING REVISION ❑ EXTENSION RENEWAL PLUMBING FE-I MECHANICAL PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JUB ADDRESS: 11--) t---1 �_ <=9 City: Miami Shores County: Miami Dade Zip: �3 3 Foiio/r=arcei4: � ) _3Zp 'O L 4 '3 50 is the Buiiding Fiistoricaiiy Designated:Yes NO Occupancy Type: Load: Construction Type: I Flood Zone: BFE: FFE: OWNER: Name(Fee Simple Titleholdej'-�q✓, - ay" _O Phone#:SC:Z�'' —7 Z LL�3 Address: / J S C=- City: ' "�( ot%�v�I7.� �S State: FL— Zip: Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: ESSIG POOLS, INC Phone#: 305-949-0000 Address: 1800 NE 151 ST City: NORTH MIAMI State: FL Zip: 331625 Qualifier Name: DANIEL ESSIG Phone#: 305-949-0000 State Certification or Registration#: CPC052505 Certificate of Competency#: DESIGNER:Architect/Engineer: �� +^ ��1��Y �7 Phone#:�'�2"�� Address: 75 4State:FL Zip: 3-3 1 'Z Value of Work for this Permit:$ 00 Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration New ❑ Repair/Replace ❑ Demolition Description of Work: POOL HEATER Specify color of color thru tile: Submittal Fee$ � CEJ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (Revised02/24/2014) Bonding Company's Name(if applicable) Bonding Company's Address _ City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State 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 arid 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 OWNER or AGENT CONTR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this dayof 20 lC by �� day of J—) 20 by t^��,► s►'rv;l5�✓+ ho is personally known to DANIEL ESSIG who is personally known to me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. N T RY PUBLIC. pfARY PUBLIC: Si Print: Prin YORLE, Pd.HERNgNDEZ — Seal: °t pY. ~YORE �Y M.HERNANDEZ I Seal: MY COMM l MY COMMISSION#FF 022 i 08 i � :o;` EXPIRES: SION#FF 022108 a: EXPIRES;September 27,2017 r, ' ndad Thru ptember 27,2017 l Bond-1?!ru Notary Public Undenvr.el7� _ Notary Puhlk Undenv de s ti APPROVED BY lads�aminer Zoning Structural Review Clerk (Revised02/24/2014) • GG. OR 'TAC.1932 �FISK. �—�_ ,�,,,fi Miami hores flfage ES It4sa�LeNT Building Depart Ent FLORIDA 10050 N.E.2nd Avenue Miami Shores, Florida 33138 "Fel: (305) 795.2204 Fax: (305) 756.8972 MIAMI SHORES VILLAGE NOTICE TO BUILDING DEPARTMENT OF EMPLOYMENT AS SPECIAL INSPECTOR UNDER THE FLORIDA BUILDING CODE I (We) have been retained by E S5 rz��A S to perform special inspector services under th-71 e .Florid Building Code at the rtl�31�Eproject on the below listed structures as of q (date).I am a registered architect or professional engineer licensed in the State of Florida. PROCESS NUMBERS: * SPECIAL INSPECTOR FOR PILING,FBC 1822.1.20(R4404.6.1.20) ❑ SPECIAL INSPECTOR FOR TRUSSES>35'LONG OR 6'HIGH 2319.17.2.4.2(R4409.6.17.2.4.2) ❑ SPECIAL INSPECTOR FOR REINFORCED MASONRY,FBC 2122.4(R4407.5.4) ❑ SPECIAL INSPECTOR FOR STEEL CONNECTIONS,FBC 2218.2(R4408.5.2) ❑ SPECIAL INSPECTOR FOR SOIL COMPACTION,FBC 1820.3.1(R4404.4.3.1) ••+• ❑ SPECIAL INSPECTOR FOR PRECAST UNITS&ATTACHMENTS,FBC 1927.12(P,4405.9.12) ....• ,,,,,, ❑ SPECIAL INSPECTOR FOR •.••r• •• +rt•a•• Note: Only the marked boxes apply. • The ollowl g in 'vldual(s)employed by this firm or are authorized re resentative erform insw" ;••• •rte• • •• •.•�• 3. 4. •••••• ' • *Special Inspectors utilizing authorized representatives shall insure the authorized representative is qu444.Ily education•ori� "''• • licensure to perform the duties assigned by the Special Inspector. The qualifications shall include licensure 2s a professional• engineer or architect; graduation from an engineering education program in civil or structural engineering; graduation fi-rie r• architectural education program;successful completion of the NCEES ;..,• •• • Fundamental Examination;or registration as building inspector or general contractor. • r•• • ' 1, (we)will notify Miami Shores Village Building Department of any changes regarding authorized personnel performing inspection services. I, (we) understand that a Special Inspector inspection log for each building must be displayed in a convenient location on the site for reference by the Miami Shores Village Building Department Inspector. All mandatory inspections, as required by the Florida Building Code, must be performed by the County.The Village building inspections must be called for on all mandatory inspections. Inspections performed by the Special Inspector hired by the Owner are in addition to the mandatory inspections performed by the Department. Further, upon completion of the work under each Building Permit I will submit to the Building Inspector at the time of final inspection the completed inspection log form and a sealed statement indicating that,to the best of my knowledge, belief and professional judgment those portions of the project outlined above meet the intent of the Florida Building Code and are in substantial accordance with the approved plans. Si a Sealed Engineer/Architect Name � � C (PRINT) Address_71igo, ' l'1�F�� (11 43. D E: 1 �s Phone No. Created on 6/10/2009 Residential Swimming Pool for KENNETH R. PFEIFFER Palmisano Residence 8754 S.W. 206th LANE 1035 N.W. 96 Street MIAMI, FLORIDA 33189 Miami Shores, Florida CONSTANT CALCULATIONS -------------------------------------------------------------------------------- Concrete Strength=5000 psi Steel Modulus=29,000,000 psi Concrete Modulus, Ec= 4050096 psi v(allowable)=2V—Fl -Ec=57277 * F 1^.5 n=Es/Ec k=n/(n+(Fs/Fc)) j = 1.00-k/3 K=Fc*j*k/2 p=k*Fc/(2*Fs) p=k*Fc/(2*Fs) u=3V F1 Fc= 2250 psi n=7.2 k=0.446 j =0.851 K=427 p=0.0251 u=212 Fy=60000 psi Fs=20000 psi v(allow)= 141 psi INPUT DATA -------------------------------------------------------------------------------- Pool Depth= 5 feet Critical Panel Area= 84 square feet Drop Panel Area=9 square feet Maximum Pile Spacing= 10 feet 6 inches Minimum Pile Spacing= 8 feet Wall Thickness=6 inches Maximum Slab Cantilever=2 feet 6 inches SLAB THICKNESS ••• -------------------------------------------------------------------------------- Slab Thickness,tl = 1.5 x t2 ••• •' Slab Thickness t2(Drop Panel)=0.375 x L x cube root of 2000/F 1 •• •'• •" •••• • tl =4.365 t2 =2.910 .... ...... Allow 3 inch cover to top and bottom steel in slab. Minimum Slab Thickness= 8.91 inches•..' : •••• 9 Inch slab required •••••• • Author utilizes a standard slab thickness of 10 inches unless it is •• •• •••••• required to be greater by calculations. • • Use 10 inch thick slab. •••••• Drop panel thickness shall not be less than 4 inches •• •••••• Try 6 inch thick panel PANEL LOAD AND WALL LOAD -------------------------------------------------------------------------------- W= Wdx62.4+t2x 150/ 12 Slab load=468.2 pounds per square foot Panel load= Slab load x Panel area Panel Load=39328.8 Wall Load=4331.25 Deck Load=0 O/YV//A� Contributing Wall Load=(Depth of water x wall thickness x 150#/sq. ft. x length)+any structural deck load Contributing Wall Load=4331.25 pounds Total Panel Load=43660.05 SHEAR CALCULATIONS -------------------------------------------------------------------------------- Check shear at edges where slab and drop panel join: Area of whole panel = 84 square feet -Area of drop panel=9 square feet Area around drop panel = 75 square feet Load on slab only=39446.25 pounds Assume a depth to steel of 7 v=V/jdb where b=4 x 3 x 12 = 144 inches v=45.97 psi<Allowable shear(I 10 psi) Shear at drop panel edge OKAY Check punching shear at pile Circumference of 14 inch pile=43.98 inches Circumberence of failure= 14+ 12*tan(45/(360/(2*3.1416)))= 75.158515 Total Pile Load=44335.05 pounds Shear at pile fracture=76.9931405 psi Pile shear is okay MOMENT CALCULATIONS .• ••• ... • ...... ... Mo=0.09 x PI x L x F(1.00 -2C/3L)squared '.: .:. Where L= length between piles f=factor not to be less than 1 0. ....: C=Diameter of pile in feet and W= Panel load • .... . .. ..... F= 1.15 - 14/12/L= 1.03888889 •••••• .. .. *go** ....:. -------------------------------------------------------------------------------- • ....:. The author chooses not to apply any reduction factors in determining : 0 goo •••••• the maximum panel moment .. In addition,the author chooses not to determine moments in the minor direction. The major moments will be applied in it's place -------------------------------------------------------------------------------- Total Panel Moment=0.09 x P1 x L x 1.15 =42740.5734 Moments as per code shall be proportioned as follows: Maximum negative moment at 50 percent occuring in strip l Maximum positive moment at 20 percent occuring in strip 1 • Maximum negative moment at 15 percent occuring in strip 2 Maximum positive moment at 15 percent occuring in strip 2 -------------------------------------------------------------------------------- MOMENT DISTRIBUTION -M1 =0.50 x 42740.5734=21370.2867 ft.-lbs. +M1 =0.20 x 42740.5734=8548.11468 ft.-lbs. -M2=0.15 x 42740.5734=6411.08601 ft.-lbs. +M2=0.15 x 42740.5734=6411.08601 ft.-lbs. -------------------------------------------------------------------------------- CALULATE STRIP WIDTHS Span 1 = 10.5 feet Span 2= 8 feet •••• Because the author chooses to use the critical dimensions and apply • • them in both directions,the minimum span shall be used. .. ... • Strip 1 = Span 2/2 and Strip 2 = Span 2/4 .. ....:. STRIP 1 =48 INCHES •••••• ' .... ...... STRIP 2=24 INCHES • -------------------------------------------------------------------------------- •• •• •••••• CALCULATE STRIP STEEL AREA ••:': •• -As I = 2.152 INCHES ••• • +As 1 = 0.861 INCHES '•' •••• -As2= 0.646 INCHES ' +As2= 0.646 INCHES -------------------------------------------------------------------------------- BAR SPACING Provide#5 bars at 6 inches TOP Provide#4 bars at 10 inches BOTTOM Provide#4 bars at 7 inches TOP Provide#4 bars at 7 inches BOTTOM -------------------------------------------------------------------------------- CANTILEVER SLAB CALCULATONS Maximum Cantilever Moment=2597.50 foot-pounds Area of Steel Required= 0.262 inches Area Provided= 0.600 -------------------------------------------------------------------------------- UPLIFT CALCULATIONS Uplift Moment=(Water Displacement- Slab Weight)x Max. Pile Span(squared) Water Displacement=343.2Pounds Slab Weight= 124.5 pounds Pile Span= 10.5 feet Uplift Moment=36167.5125 inch pounds Uplift steel required= 0.18 Uplift steel provided= 0.60 WALL CALCULATIONS -------------------------------------------------------------------------------- Backfill Moment=0.5734 x 100 x(Wd cubed) Backfill Moment= 9540 inch-pounds Water Moment=2 x 62.4 x(Wd cubed) Water Moment= 20764 inch-pounds p=0.2867 x I x 100 0=29psf p"=0.2867 x(Wall Height+ 1)x 100 0"= 186.355 psf H=Wall Height * 0+0-/2 H= 592 Pounds y=Wall Height * (0"+2(0))/(3 * (0+0")) y= 2.08 ft. Wall Moment= H x y x 12 Wall Moment= 14783 inch-pounds • Live Moment=Wall Moment- Backfill Moment •• .' Live Moment= 5244 inch-pounds •• •••••• Ultimate Moment= 1.7 x Live Moment+ 1.4 x Dead Moment .... ...... Y • • • Ultimate Moment= 1.7 x 5244+ 1.4 x 9540 Ultimate Moment= 22270 inch-pounds ••••• • • Wall Steel Area per foot=Ultimate Moment/(0.9 * Fy * (Wall thickness/2)) •• •• •• •• •••... Minimum Wall Steel Area per foot=0.1374687 ' Use#3 bars at 9 inches(0.14666667 inches " 22 .5' , 'A' NEFR�yc Q�z SPECIALTY ENGINEERING CONSULTANTS, Inc. Dade • Broward • Palm Beach 0111 is .June 10, 2015 Revised REPORT OF ENGINEERING EVALUATION FOR: Ingrid Palmisano PROJECT: Proposed New Residential Construction, Pool LOCATION: 1035 NE 96"' Street Miami Shores, FL Re: Foundation Recommendations for Pool: Dear Ms. Palmisano: As per your request we have performed the standard penetration test boring and conducted the required soils investigation at the above-named location. Following are the results of our findings and our recommendations. All elevation references on the boring logs and all references contained in this report will be based on elevations from the existing ground elevation at the time of testing. PROJECT DISCR/PTION: It is our understanding that the project will consist of the construction of a new swimming pool. SUBSOIL SUMMARY: One standard penetration test and one modified penetration test were performed at a location•FPosen by our representative. The upper surface soils were found to consist of a layer of brown fine grained sarjg.Wfth limsstane and traces of roots and silt which extended to a depth of-2.0 feet. Underlying this layer o{sand iVpg a Jayer of gray organic muck which extended to a depth of -10.0 feet. Underlying this layer of muck0wpg a layer'Qt pale.kir@; n limestone that extended to the depth of -12.0 feet. This stratum of limestone was 69r94 9le9rfgin by a layer of-brown organic clayey silt with traces of limestone and extended to a depth of-14.0 feet. Below fni�s layer was6a verydenslt? layer of limestone from -14.0 to -18.0 feet followed by a combination of pale brown tc gray limestone and rnedhtrp sand which extended past the terminal depth of our investigation -36.5 feet maximum ppgatration. • • •6.6• '*9606 9666.. The natural ground water level was found to exist at+/--9.0 feet below the existing surface attke time of our borinc,.js, 966.6. 9999.. 6 • 0 .0060. FOUNDATION RECOMMENDATIONS: 0.0 0. 9 0. 6 . 0 SITE EVALUATION: The location of the proposed construction as well as the thickness and depth of the soft compressible muck creates the necessity of a pile foundation system. We recommend that the proposed structure and all slabs on grade and ancillary structures be supported on 14 inches in diameter auger-cast piles. These piling will provide an allowable compressive capacity of 35 tons per pile if installed to a depth of 30 feet below the existing ground, and 15 tons if installed to 20 feet below the existing ground. 1599 S.W.30th Avenue,Suite 420 • Boynton Beach, FL 33426 • Office: 561-752-5440 • Fax: 561-752-5542 1 , I NEER�yc Q o z SPECIALTY ENGINEERING CONSULTANTS, Inc. Dade • Broward • Palm Beach Jul REPORT OF ENGINEERING EVALUATION FOR: Ingrid Palmisano PROJECT: Proposed New Pool Construction LOCATION: 1035 NE 96th Street Miami Shores, FL, Pg 2 Included in this report are a set of pressure injected auger pile specifications for the piles. These specifications should be followed in the installation of these piles. It should also be noted that the upper level of the limestone formation appeared to be very dense and may present some significant drilling resistance, however we do not feel that this layer will provide sufficient end bearing resistance to support the entire piling and the piling should be installed to the recommended depth to achieve the recommended capacity. Pressure Grouted Auger Piling Installation Specifications 1. Piling shall be constructed by rotating a continuous flight hollow stem auger to the required depth. Diameter of the auger flights shall not be less than the specified piling diameter. 2. Piling shall be installed within I% of vertical or batter alignment, and within three inches of the specified plan location. 3. - Piling should have a minimum design center to center spacing of 3 pile diameters. 4. Piling reinforcing shall be designed by the project structural engineer, but in no case shall be less than 5#5. Piling contractor will equip and place reinforcing with spacers to insure a minimum of 3 inches of concrete cover between the primary pile reinforcing and the outer edge of the piling. 5. Piling shall have a minimum concrete grout strength of 5000 psi in 28 days. 6. During piling production the cement grout shall be tested for compressive strength twice daily. One test shall be taken during the morning's production, and one test during the afternoon's production or each 50 yard portion thereof. 00000 7. Pressure injected auger piling shall not be installed closer than six feet on centers until initW-cment•4iPddf set has occurred, plus an additional 4 hours. 000" : 000• ; •0 8. Following the pile drilling process, pumping of fluid cement grout shall be started immediately.-N minMum of 7 feet of cement grout head shall be achieved and maintained prior to and durum-Me augerlvithdra",- Piling shall be grouted with a pump capable of sustaining constant pressure suffiefegt to f4fpiling dunng • auger withdrawal and maintain required head of grout. 00000 • 99. Contractor shall provide metal sleeves of specified diameter for pilings with cut=above the existing•0:000 . •• ground surface at time of piling installation. 0• •0 •• •• • 10. The minimum volume of grout placed in a piling shall be equal to or greater tha4*1%1% of the thgoreticaL volume of the piling. :00000 11. Any piling which do not conform to these specifications shall be immediately relfrilEed and%wauted. riling• which must be regrouted more than once should be brought to the attention of the structur%ehgineer of record. 12. The installation of the production piling shall be monitored by a Registered Geotechnical engineer or his representative for compliance to these specifications and all applicable codes. 1599 S.W.30th Avenue,Suite#20 9 Boynton Beach, FL 33426 • Office: 561-752-5440 • Fax: 561-752-5542 INE Q Z SPECIALTY ENGINEERING CONSULTANTS, Inc. co Dade • Broward • Palm Beach ou I S1� REPORT OF ENGINEERING EVALUATION FOR: Ingrid Palmisano PROJECT. Proposed New Pool Construction LOCATION: 1035 NE 96`h Street Miami Shores, FL , Pg 3 The above calculations are based upon conditions noticed in the field at the time and locations of the borings. Situations in the field may require the pile tip's elevations to vary. The geotechnical engineer of record should be contacted to evaluate the capacity of any piling not installed to the recommended depth or in accordance with these specifications. To insure complete compliance of the designer's intent, the installation of the auger piles shall be witnessed by a Geotechnical Inspector from this laboratory. Without the ability to witness and verify field conditions, it is impossible for us to make any necessary modifications to the design which may be demanded by strata changes or other unforeseen conditions. Our on site personnel will verify the existing field conditions and installation procedures. They will also confirm compliance with depth requirement, design assumptions, bearing capacity, continuity of grouting, grout factor, procedures, pile locations and reinforcement details. The grout shall be sampled and test cylinders, or cubes shall be cast for 28 day strength confirmation at the frequency of no less than two samples per days production. Should you need our help in the investigation or any other technical aspect of this project or should you require our assistance with any other project,please do not hesitate to contact us. The Standard Penetration Test ASTM D-1586 The Standard Penetration Test is the most commonly employed tool utilized to identify in-situ subsurface soil conditions. The "N" values obtained from the boring provide an accurate estimation of internal soifckaractel1�tjes such as relative density, internal shear strength, angle of internal friction, and the approktmate range of the sp1I's unit weight. These "N" values represent the resistance of a 2 inch diameter split spbbn sampler 44en by.a.340 pound hammer free falling 30 inches. Each drive of the 24 inch long split spoon is Vivided into four six inch .. ... 0000.. increments. The second and third increments are totaled to produce the "N" value found on your report. • 0000 . 0000. The Standard Penetration Test also allows for the recovery of soil samples which are r�eJVrggd to our laboratalsp[grid visually examined and classified. The SPT samples are available for laboratory testigq•ifAqueAed..$amptes•2jre generally held for 90 days unless otherwise directed by the client. •0000. • •. • 0000.. 000000 An approximate ground water table is obtained from the borehole upon completion ofithe drillingproceduret..AJA; water table is useful in the general evaluation of particular soil conditions, and may give-We eontre,Ctcr4ome lnsiget into what can be anticipated during construction. It should be noted that the ground water lebel ►Dill fluctuate seasonally. This level may also be affected by local drawdowns, soil conditions, and the watersheds contribution to the underlying aquifer. It should not be construed to be a measure of the soils permeability, or of the dewatering characteristics of the site. Although the standard penetration test is one of the most reliable methods used to identify soil characteristics and types, it may only represent a small fraction of the materials actually deposited at the site. As is common industry practice, we have assumed a uniformity of profile between borings to provide a subsoil profile for engineering purposes. This profile is strictly based on the data obtained from the borings, and if unusual or varying conditions are found we should be notified immediately. 1599 S.W.30th Avenue,Suite#20 • Boynton Beach, FL 33426 • Office: 561-752-5440 • Fax: 561-752-5542 INE Q Z SPECIALTY ENGINEERING CONSULTANTS, Inc. Dade • Broward • Palm Beach OUI ,s REPORT OF ENGINEERING EVALUATION FOR: Ingrid Palmisano PROJECT. Proposed New Pool Construction LOCATION: 1035 NE 96`" Street Miami Shores, FL, Pg 4 A test is expressly representative of the immediate location tested, and the reliability of the conclusions are a direct result of the quantity of tests performed. Any variation in location may reveal similarly some changes in the depth, thickness, texture, and conditions of the stratum encountered. Unless specifically stated otherwise, and specifically directed and prearranged by the client, all elevations are taken with respect to the existing ground surface at the time of testing. Boring locations are usually obtained in the field by pacing off distances and approximating right angles to landmarks and property corners. More precise locations may be obtained from on site surveys and placement of the boring locations by a Land Surveyor, Registered in the State of Florida. These services are provided at additional costs and are beyond the scope of this report. 3 he data presented herein was obtained for the specific purposes stated in this report, and should not be misconstrued to apply to any other circumstance, project, or ancillary use unless so specified and addressed by the engineer of record. Thank you for using Specialty Engineering Consultants, Inc. for your geotechnical needs. Should you need further assistance with this or any other project, please contact this office. ``J1111111111111 Respqprr�nittec9!,* Speel .CSp�sultants, Inc. eggs p:v _ J • • ....�. EEM ar a B/ nc, t� Catie*KicPver "'. •• St f FI da 684b PrJeLq ongineer •e •.... tv�; •••••• roes: ��i��f��'••.�,�g•�� .�� ••e•• sees • gg••g seg• e • •eigge ��►/11111111 , ••�"� • • • •• •• •• gg •egg•• • • • • � ••gee• • • e0 000 •gee•• •• • , e • g, • 1599 S.W.30th Avenue,Suite#20 • Boynton Beach, FL 33426 • Office: 561-752-5440 • Fax: 561-752-5542 g g a � s x k r, w a ^ �1 � _� +•ice ``�` x „ i� ySUq Y " s s� • +�• s. • •••mss t `54[� s;...kms• �-� ^ w • A heat pump utilizes nature's'free heat'from the air to heat your pool water. Electricity is only needed to transfer that heat,not create it. • Heat pump operation is significantly less expensive than gas or electric heating, making it the most economical,safe and trouble-free way to heat your pool. ne,ji pumps Aqua I is BY FAR the MOST COST EFFICIENT swimming pool heat pump available anywhere. AquaCal $6.06 COST PER MILLION BTUs OF HEAT _ Natural Gas $27.50 Electrical $3$.10 �, Po Resistance _w LP Gas $40.76 *Chart based on$3.00 per gallon LP Gas, $2.20 per therm.of Natural Gas,13(per kilowatt and a heat pump with C.O.P.of 6.3 ' KGs*4wr.. gy ps„ ..,� ,.... • • • A uaCalscom letelineof heat pumpsare Sunt' � Q.- 40 •-• i �.. - ••••••• _ 55 dB _ HEATWAVE SUPERQU/ETS® Virtually silent from 10 ft. away • AquaCal has been producing • Over 200,000 happy • Setting the standard for excellence quality heat pumps since 1981 customers worldwide in the industry for over 30 years has . w •• • • • • • • • _,� a w Via.�Soa�ap pa ,p. �t�upaaann at.ui�a�i� . uowaojjad bupipoos.noq�!m Al!l!gpjnp . :. oo jaoiwauo o} snOIAJodwi . (j • • o _ _ o #Rt till"\ [I'IIl�c c) tj} f7 ;�z I t ff . • • o o . c F7�7or7��11 c_�ILE�fc cj pM s�uawobouow aa�cD, Ploo �f10 D IN 77 mpressors. Our AquaCal units feature �� nium Heat Exchangers and v co patented technology allows us o the most durable and most cost efficient heat pumps... ever! AquaCal Heat Pumps are available in a variety of sizes with an assortment of features so you can select the model that best suits your specific needs and budget. Your local pool profes- sional can compute your heating requirements and install the AquaCal unit that is right for you. AquaCal Heat Pumps • Use no fossil fuels • Save energy by transferring free • Environmentally friendly heat from the air rather than creating heat • Minimize your carbon footprint • Programmable thermostats for stable temperature control • Eliminate noxious gas emissions • Mee*del Ah.'I efficiency standards BTU 80/80/80* 100,000 113,000 135,000 143,000 126,000 1 80/80/63** 93,000 106,000 127,000 134,000 120,000 80/50/63** 63,000 73,000 86,000 90,000 82,000 Coefficient ofFerformance 80/80/80* 80/80/63** 80/50/63** 4.• , 4.0 • Refrigerant A41(FA Electrical Heat or •• Voltage/Hz/Phase 208-230/60/1 08-230/60/1 108-230/60/1 208-230/60/1 A Minimum Circuit •. Minimum/Maximum Fuse Size 40/60 50/60 A K 50/60 50/60 50/60 i • •• • • • • 1 • • • • • • WeightPhysical (Ibs) 257 282 293 328 • Size • • • / Shipping Weight • • •• 0 00 T-ratings outside the scope of ARI s. ndard 1160 v .ter temp/ambient air/relative humidity -rated in accordance with ARI standar . . ,water temp/ambient air/relative humidity A -also available in 3 phase units-visit our website for details F3 WEM CERTIFIED,.`. C CE 2737 24th Street North • St.Petersburg,FL 33713 -727.823.5642•aquacal.com #11573 i4va S�C 932 Gr `Z Miami Shores Village Building Department 10050 N.E.2nd Avenue �LORU11 iviiami Snores, 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 l a3� NF—::— E3 C=— �T— Miami Shores, FL, and hereby affirm that one of the following methods will be used to meet the requirements of Chapter 515, Florida Statues and the Florida Building Code R4101.17. Please initial the method .. s)to be used: • . . .. ...... The pool will be equipped with an approved safety pool cover that comp lies vji*ASTM ••• 0 F1346-91. (Submit Manufacturer's Specifications). ..0:0 • A continuous, one-piece(child)barrier meeting the requirements of Florida Btnl .(!ode :0• ,• R4101.17.1.15 will protect the pool perimeter.The plans shall show the fence location and rnetl gd of •�;• • attachment,including one end that shall not be removable without the aid of tools. (Submit MariLbWturer'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 speeb;he type• ;• •�' andloca 'on of all non dwelling walls. Florida Building Code, R4101.17.1 •• 7� • 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 latch ing/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 owneriagent t rime tractor. 26N—TRACTOR'S SIGWR DATE OWNER' SIGNATURE AN DATE DANIEL ESSIG,,� �,..-, a► -�c CONTRA TORS NAMEASE PRINT) 'S NA LEASE TARY L NOT R ELIC Yo ^�MY co�t: t,ssiar,a FF ozztos ;dor. gYORLE�Y f_iA,yERtV't�s Z September 27,2017 _t; EF1Y CUt 4i�ISS10r`d FF L22108 Bondac,Thru Notary Pubic Underwnters F� a 1 , •� ,PIKES:Ssp�„mhar27,2017 i 'F"%;•., Bund Thro iJc cr Y.ut'�. mue:w;sers 0••• 7ECIMMAID@ IS187D SAFE POOL ALARM S187D SAFE POOL ALARM $29.99 UPC:014575187011 ' ' • • One unit per single entry/opening(andiorwith iAt*100 _ir; �_ • • —��— sensorsi.Can Not be used for 2 windows next to em*-d •• • :""; Magnetic Sensor Entry Alarm '••••' '••' ••••• 4P 'Always On'Alarm Protection • • Adult Pass-Through Auto Reset Button • • • • • . .. Additional Pass-Through Button For Delayed En*r• • " "":' c, High Output-110-115 db Alarm ;' ,' ' • • Water+Weather resistant Housing • • • • •••••• Intended For Interior or Exterior Use • • • • • Magnetic Sensor For Additional Door,Screer Goon• • • ••• • • 9V Battery Operation Not included) Low Battery LED Display Pool Guard Alarm USA Patent No.5,473,310 and 6,727,819 ETL Approved Under UL 2017 Standards Unit Size:4.75 x 1.625 x 1.75 Pcsd20Ft.:9,600 t Pcs.i 40 Ft.:19,680 Pcs.;40 Ft.Hq.:22,896 • • ORE ..,. J;= ,,,,,rm Miami Shores Village -i —�e Building Department ORID 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 •• ••• • ...... .. 0809.0 Building &Zoning Department 000'0• • 0000.Y Y Y Y Y Y Y • • • Y Y • • Y YYYY • •• • YYYYY YY:YY • • • •YYYY• Attention: Building Official •. .•• •• .. 00.0.. 0000.. Y Y Y Y.Y 1 certify that I am the legal owner of the property described as N i�1-,;• %�S 3 7 0000 located at •`�1•� �- In accordance with Section 33-12(f), Code of Metropolitan Dade County, I certify that 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. 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 pool. Legal Owner Note: This certification is to be submitted with a swimming pool permit application in duplicate. Y.Y. . 0 0000 000000 `SNOC-1932 RES GillI T C Miami Shores Village 9111 Building Department �LORiDA 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 is/ re the fee simple owner(s)of the following described property situated and being in Miami Shores Village,Florida: + • 96.9 9999.. 1 i C-1 �' . . 0 Address: • 601:00 •6 000000 Whereas,the undersigned owner(s) ( � �/ �� "` goo*** • •. • :..• desire to utilize said Lot(s)as a single building site,and the undersigned owner(s)do(es)hereby declare and a�"asfdllows: '6.• ,6 6 6 0 9969•• : . 99990 I. That the property will not be used in violation of any ordinances of Miami Shores Village qX VM-Dade • • .. :. 99999. County now in effect or hereinafter enacted. • II. That the purpose of the covenant is to induce Miami Shores Village to issue a permit for apoo:where the • 0. required enclosure is not on the subject property where the pool is located. • :..:0 000000 III. That if any of our adjoining neighbors remove any portion of their fence or wall,or if our/4 prgpt4y shall fail ;6 6 6 6; to meet code requirements for pool barriers,we,as owners will immediately install a protectfe enclosure tp• :•: 0 • meet code requirements and will obtain a permit for such fence. •• • IV. That,Uwe,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 �t J r S 01 OWNER SING&PRINT �I reby Certify lthat Vrythis day personally appeared before me �� ' ` has produced ID t :1 V,,-. ,ods identification and he/she acknowlkee that he/she executed the foregoing,freely and voluntarily, for purposes there in expressed. SWORN TO AND SUBSCRIBED before me on this day of 20 YGRLENYM.PEgNANDEZ N7AA1rPUBLIC PFFLk r Y co�n�isslon sr= (Revised 0512209 S o-2toa =w "';�,'= EXPI . RE Septembsr2? 207 Bundzd Ihru N')ta.ry Pubk-Urdcnvr ers w • SOR93 E G! ` 1 l Miami shores Village Eg = ��rM Building Department 10050 N.E.2nd Avenue i.— •`� Miami Shores, Florida 33138 FLORIDA Tel: (305) 795.2204 Fax: (305) 756.8972 SURVEY AFFIDAVIT 6646 STATE OF(FLORIDA) • . . 6666 6666.0 COUNTY OF(DADE) 4.44•• ••: 6666:. i 640.0. 6 444464 `/7 /1v1 I%Yl� ��7 ��''• 466644 .4•64•• •44466 • 4664 The undersigned Affiant, ,does hereby attest that • 0 • 000000 . (Property owner) i 0 .. .. 4• .' 10000* The attached survey, performed byA , 6 . . 6666.. 6666.. (Name of surveyor's company) 0 00* 0 6 4.0 0 For address: l �� 0 0 I � Performed on Z g I S(date of survey)is an accurate representation of the existing conditions and locations of all structures on the property as of this date. The purpose of this Affidavit is to induce Miami Shores Village to issue a building permit for the property without first providing a survey less than seven (7) years old old. The Affiant, as property owner, further agrees to remove or obtain permits for any structures which now may exist on the property which are not permitted or which • may violate zoning or building code regulations. The Affiant further understands that the existence of any such structures may affect final inspections as applicable to this or other permits. Further,Affi t say eth naught. ( f� Property Owner Signature Prope Owner Print Name SWORN TO AND SUBSCRIBED before me this day of t S Affiant is J personally known tome, produced I as identification. u� E 4"F�,•'ya`•• 'i�F!Li:. sd.Hv_RNA!ducZ "h(dit.`.'�Ivi�iiF��72 G17 Ot I: c1'`4.on font. TrutvutayPur -Unda.i;i:er� Revised on 5/22/2009/Revised on 6/12/09 — 6666 r • 646• 000000 rP N.E. 97th STREET F D. 1.P. ' ASPHALT 'o 1.P. M 15 ALLEY PAVEMENT :.WM TM, , 30' 8 rn N LO N P W 11 � 10 9 8 7 6 Ln u Ln 5 4 0.3' 1.30' 6' WOOD FENCE CLR 0.7' Q o REVISED PLAT 0 MIAMI S ORES, S C. 8 P ?. 43 P. 51 ENC. ON LINE J CLR 100' U a 75' >> >> » n n » Z 3 15' ALLEY 50' 50' 50'� 25' 25' 50' 50' 50' w C % MIAMI SHORES, SE . 3 PB. l P. 7 U rn / oo Ln M �' X18 17N 16 15 N N14 13 12 11 10 9 ' w / 82 ' A.C. X1.i' Z 30 . .... . ..•••. COLUMN 50' S0' 50' 25' 25' 50' 17 „ >, ,� 1) •^••,;• „ • 35.35' ••'••� 9.96' N 10.00 �' • ' /18.8'J7- 12.9' 10.1' 101 •••••' • d'' •••••” TILE PORCH 0.35'- J a N.E.___ 96th STREET •..... • ,35.7' 0O ;wLOCATION MAP: - 00.SECTION 5 TWP. 53 S. RGE 42 E. :••:'+ - 03 n SCALE: 1"=100' • ' :•••:• • OR N00 • • • ;••�•+ U0 r CO L(") •• • • • • N -9 STORY C.B.S. 'n r n �T LEGAL DESCRIPTION: •' RESIDENCE SKETCH car SVR�T El'j v / No. 1035 / "' SURVEY OF LOT 16 AND THE WEST 1/2 OF LOT 15, BLOCK 82, OF Z / A. R. TOUSSAINT & ASSOCIATES, INC. THE PLAT OF "MIAMI SHORES, SECTION 3" ACCORDING TO THE PLAT ui ///// / / LAND SURVEYORS THEREOF, AS RECORDED IN PLAT BOOK 10 AT PAGE 37 OF THE a 9 93. // LAND FLORIDA CERTIFICATE OF AUTHORIZATION NO. LB-273 PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA. 0 1n'//// / 620 N.E. 126 ST. NORTH MIAMI, FLORIDA 33161 LYING IN THE VILLAGE OF MIAMI SHORES. �01E44 14.1 ; / TEL: (305) 891-7340 FAX: (305) 893-0325 1.4'x1.4' �TRAN 35' (.611 SURVEYOR'S CERTIFICATION: COLUMN ORC .21.2 10.06' WE HEREBY CERTIFY THAT THIS SKETCH OF SURVEY IS TRUE AND 0.86' ENc. GRAPHIC SCALE: 2.1 1 7 ,�,:- -- 0.90' CORRECT TO THE BEST OF OUR KNOWLEDGE AND BELIEF AS RECENTLY 3.5' WALL CLR SURVEYED AND PLAITED UNDER OUR DIRECTION AND THAT THIS SURVEY 0.54' ENC. `�' C G: D E--: 4' H. 0 10' 20' 40' 60' COMPLIES WITH THE MINIMUM TECHNICAL STANDARDS FOR LAND 00 N = .N' .-• - 1.2' W. SURVEYING IN THE STATE OF FLORIDA, UNDER RULE 5J-17 FLORIDA CBS WALL SCALE: 1 INCH = 20 FEET ADMINISTRATIVE CODE, CHAPTER 472.027 FLORIDA STATUTES. 1.4'X1.4' N NOT VALID WITHOUT THE SIGNATURE AND RAISED SEAL OF THE r COLUMN SURVEYOR'S NOTE: REGISTERED LAND SURVEYOR SHOWN HEREON. 0.15' ENC. 75.27' 1.1 P/L 2' - 25' ELEVATIONS SHOWN REFER TO THE A.R. TOUSSAINT & ASSOCIATES, INC. FD. : :� ; •. NATIONAL GEODETIC VERTICAL DATUM, N.&D. 7rJ.DD . 5- C .C: WALK - 174.92' I.P. 1929. (N.G.V.D.) �` ' FD. I.P. r GRASS FD. I.P. BY — —PRFs. 1- 6' -: _:T31 LEGEND: REGISTERED ENGINERT R. EER NO. �_o I o AC = AIR CONDITIONER STATE OF FLORIDA = CONCRETE BLOCK STRUCTURE FILE: 2015/14979 FLORIDA CERTIFICATE OF AUTHORIZATION LB-273 0 o CONC = CONCRETE 0.7' CONC. CURB REGISTERED SURVEYOR AND MAPPER NO. 907 ASPHALTCLR = Cl FAR (FENCE) DATE: ERIC J. & INGRID PALMISANO PAVEMENT ENC = ENCROACHMENT FEB. 18, 2015 FD. = FOUND 1035 N.E. 96th STREET j I.P. = IRON PIPE FB: PAGE: VILLAGE OF MIAMI SHORES 7� nn��++ LB = LAND SURVEYOR BUSINESS 556 33,34 `�N.E. 96 t-h 4STREEr]�1 I ER= PROP RTYDISK LINE 560 64 MIAMI-DADE COUNTY, FLORIDA o, RLS = REGISTERED LAND SURVEYOR No. DRAWING NUMBER SHEET DRAWN BY: WM = WATER METER 14979 1 OF 1 WT