Loading...
RC-05-1078Inspection Number: INSP - 153154 Scheduled Inspection Date: November 10, 2010 Inspector: Bruhn, Norman Owner: CHAILLE, THOMAS AND SANDRA Job Address: 1480 NE 103 Street Project <NONE> Miami Shores, FL 33138- Contractor: HOME OWNER Building Department Comments Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Number: RC -12 -05 -1078 Permit Type: Residential Construction Inspection Type: Final Work Classification: Patio Phone Number (305)528 -2129 Parcel Number 1132050310070 CHANGE PATIO SURROUNDING POOL AND ADDITION OF FRONT AND BACK STEPS Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. November 09, 2010 /7-/e -rte Inspector Comments For Inspections please call: (305)762 -4949 Page 15 of 23 BUILDING Permit No.1CS 1 PERMIT APPLICATION Master Permit No. FBC 20 Permit Type: BUILDING ,' OWNER: Name (Fee Simple Titleholder): (/\e9 v Z CPf L-' -( Phone#: 7 ' 53 ' 72 Address: `� `30 M8 t o - �eE_ City: 0 ( )-4. \ State: EC— 3 te: Zip: J �J t Tenant/Lessee Name: Phone #: Email LA CS 1 0 CDC a7 L a C.,C) JOB ADDRESS: 1 �L b NcE 1, j2 City: Miami Shores Folio/Parcel#: Is the Building Historically Designated: Yes County: CONTRACTOR: Company Name :` Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 Address: \ k b l� 0 -; P City: x � ,� e State: � -- Zip: 33 - f E � Qualifier Name: Phone #: ° ' ( Z5� 5'3 s] Z State Certification or Registration #: Certificate of Competency #: Contact Phone #: Email Address: DESIGNER Architect/Engineer: Phone #: Value of Work for this Permit: $ Square/Linear Footage of Work: Type of Work: °Address °Alteration °New ORepair/Replace °Demolition Description of Work: (4 ('7 '�!( 12-C.05 -- 1C7 COLOR THROUGH ROOF TILE IS REQUIRED acknowledged by: NO Flood Zone: / Miami Dade Zip: Phone #: ******** * * * * * * **** ** **** * ********* ** * ** F ees **** * **** **** *** * * ***** ** ** * ******+s** ****** Submittal Fee $ Permit Fee $ CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ ID 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 ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and 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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which o seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will of be %p o d and a t einspection fee will be charged. Signature Owner or Agent The foregoing instrument was acknowledged before me this 9 day of 11$ , 20 D, by A. (ute) who is personally known to me or who has produced PLAD As identification and who did take an oath. \ \ \ \ \\11 Sign: Print: NOTARY PUBLIC: e��� x0,113 0,j�,,, ( r f 106, -�.. -0 ess Yif 3 7 � ' ✓/ My Commission Expires: Structural Review (Revised 07 /10/07)(Revised 06 /10/2009)(Revised 3/15/09)(rev6/4/10) Signature Contractor The foregoing instrument was acknowledged before me this day of , 20 , by who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: w ***+ ie**** ********M*********Qs********** ** **** ******************* ******** ******* **dege ******* * *** **** ** *W****** ' APPROVED BY Plans Examiner Zoning Clerk Issue Date: 1/23/2006 Expires: 11/22/2006 Owner's Name: THOMAS AND SANDRA CHAILLE Permit Type: Residential Construction Work Classification: Patio Job Address: 1480 103 Street NE Miami Shores Village, FL 33138- Contractor(s) Phone Primary Contractor HOME OWNER Yes Comments: CHANGE PATIO SURROUNDING POOL AND ADDITION OF FRONT AND BACK STEPS Additional Information Type of Construction: PATIO Occupancy: Single Family Stories: Exterior. Front Setback: Rear Setback: Left Setback: Right Setback: Bedrooms: Bathrooms: Plans Submitted: Yes Certificate Status: Certificate Date: 12/2/2005 Additional Info: In consideration of the issuance to me of this permit, 1 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. Fees Due Amount Bond Type - Owners Bond $300.00 CCF $12.00 Education Surcharge $4.00 Notary Fee $5.00 Plan Review Fee (Engineer) $50.00 Plan Review Fee (Engineer) $50.00 Scanning Fee $30.00 Technology Fee $15.00 Total: $466.00 Ap, nt Sign re Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Permit Status: APPROVED Permit Number: RC -12 -05 -1078 Phone: (305)785 -5372 Parcel #: 1132050310070 Block: Lot: Section: PB: Total Square Feet 1000 Total Valuation: $ 20,000.00 Required Inspections Slab Final Invoice Number Amt Due RC -1 -06- 23560 $466.00 Total: riA 2 4 PAID Amt Paid PERMIT # (Z,c)S -- 107 CONTRACTOR:t..t-1e. SUBMITTAL DATE: t•LdV az-, Z PROJECT TYPE: 1 /I., C) , CSI LJ N PA Reg. 1s /i(v5 ZONING ,,i \ FIRE gej • l //29 AC ze OX p6-4 I it`d STRUCTURAL IMPACT FEES - `.mr, ELECTR C . M HRS /DERM PLUMBING NOC ME CAL BLDG l f� d e Bonding Company's Name (if applicable) r 2 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 ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S All 14'DAVIT: 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 rei ction fee will be charged. Signature Owner or Agent Signature Contractor ( �/� , The foregoing instrument was acknowledged before me this day of MC A/ , 20 cbr v . ` . _. day of , 20 � by who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: argas Sign: Print The foregoing instrument was who is pe NOTA Sign: Print: My C . ission Expire owledged be * * * * ** * * * * * * * * * * * * ** known to me or who has produced pries: Jul 13,200' Bon ' antic Rom en I or My Commission Expires: chc 05/13/03 APPLICATION APPROVED BY: r %✓ I /d 6 S'ii G -Plans Examiner Z f/0 Engineer /' V/7/0 /Zoning 6 BUILDING PERMIT APPLICATIO FBC 2001 Permit Type (circle): Contractor's Company Name Contractor's Address City State $ Value of Work For this Permit Submittal Fee $ Notary $ - 00 Scanning $ - OD Total Fee Now Due $ (Continued on opposite side) Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit Fee $ Electrical Owner's Name (Fee Simple Titleholder) '' Phone # Owner's Address t L/ GP,O k,05 9 City M%4-It State k- Zip 3 (3 8 Tenant/Lessee Name Phone # ` C6 W3G c J�✓1"� Job Address (where the work is being done) keitNIV- City Miami Shores Village County Miami -Dade Is Building Historically Designated YES NO / Qualifier State Certificate or Registration No. Certificate of Competency No. [ o��r2-.5 C0 i2 ) Architect/Engineer's Name (if applicable) Ph /1 )■-t Phone # '- 305°lG( - tg 20, 000 Type of Work: ❑Addition Alteration [New P ❑ Repair/Replace El Demolition Describe Work: G t-k -�L) G E . o 5 ( 0 J &k foo * * * * * * * * * * * * * * * * * * * * * * * * ** DAs * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Training/Education Fee $ 4 .M Radon $ Zoning Bond $ 300 Ct) Code Enforcement $ Structural Plan Review. $ SO + by - 56Q PO /ee 00 JAN 2 4 PAID Plumbing Master Permit No. Phone # p-C )205- lcna"' Permit No ? )1 — Mechanical Roofing Zip Square Footage Of Work: l CEO Zip CCF $ 12 - 00 Co /CC Technology Fee $ • OWNER BUILDER DISCLOSURE STATEMENT I --)A,--10 1SP . (-IL( UTbeing the legal property owner, for the property Located at: )¼4O 0e.. )3 1 L Legally described as Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S. 489.103(7),..gnd I have read and understand the following disclosure Statement, which entitles me to" *ork as my own contractor, I further understand that I as the owner must appear in person to complete all applications. State law requires construction to be done by licensed contractors. You have applied for a permit under an exemption to that law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one - family or two-family residence or a farm out - building. ' You may also build or improve a commercial building at a cost of 525,000.00 or less. The building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the construction is completed, the law will presume that you built it for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as your contractor. It is your responsibility to make sure that people employed by you have licenses required by state law and by county or municipal Iicensing ordinances. Any person working on your building who is not Iicensed must work under your supervision and must be employed by you, which means that you must deduct F.LC.A. and `with- holding tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, building codes and zoning regulations. Proof of ownership provided ( ) Was acknowledged before me this B Owner VILLAGE OF MIAMI SHORES BUILDING DEPARTMENT DISCLOSURE STATEMENT initial of reviewing clerk. Tlie foregoing instrument day of NOV' , 20 0 who is personally known to me or who has as ide tcati, n and who did take an oath. Mabel Vargas Commission #DD23198 °= Expires: Jul 13,200 Bonded 11 o 'Atlantic Rondinp('n Inr Reviewer: Claudio Grande C.B.O 305 - 795 -2204 Ext 430 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. o5- 10 7J Job Name CHA ale - Date t 3—� -ern " BUILDING CRITIQUE SHEET ha-tce S - s-P6t-excQ eV \\ O TOCb plcnS Ll 14 0 Miami Shores Village • Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. 2C.O5 (078° 6 Job Name 01011 LL 1480 /'L /03 sQ�. STRUCTURAL CRITIQUE SHEET ;a f/o1,117 :)1011:1is I/0 5 of Plans has 2- s- 1 and no 2 .Sec /ion /narks a'h PAM show reference fo Sh . 5- 3 Shopdet be 5-2. / On / %c sections, iA44./ .the / eloa'be e /e-va /, s eFf p of wall , grade beams e (m sec. A /s - , sAoev hei'hf ®( S1de of avail- JOB ADDRESS: lL go 06 log 54 APPLICANT: rya ZONING CRITIQUE SHEET PERMIT # 1678 APPLICATION: 9 Po o / adan-ye v 4- ex1A4►, S4epi- ) DATE COMMENTS _w MAe n', v6-1- \ a.Y,..v ni + PowE we t P a 1 ) n fvO,el 'Aso PeAte- (( h 14 1.4 a e) o 114 ('fl 14 f ea.c nail pcx� / e »t ei a+ pf9 )41,2-s i ckk VeLc ; . et. &e/ INITIALS 4121A9i s w ► j h no4 9 I v w�Y -mss p)et :vt; . n „ «��� FROM : - - -TP -usa • PHONE NO. : 305 7566491 GENERAL NOTES Soil borings on unmarked vacant property should be considered preliminary with further be (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 additional borings wouhLneed.zo be performed after the„ .structures hs s been dernotished proposed new building staked our. As a mutual protection to clients, the public and ourselves, all reports are submitted a: :.confidential property of and authorization fo publication. of Statements, conclusto1 • • extracts from or regarding our reports is reserved pen our written approvni. KEY CLASSIFICATION & SYMBOLS Correlation of Penetration Resistance With Relive Dtnsltv and Consistency Particle Size Cone Standard Boulders > 12 in. Penetration Penetration Relative Cobble 3 to 1 in. Tests loam 1 blows/ft Density 3 Gravel 4.76 ntm to 3 in. Sand 0.07 man to 4.76 man' Silt : 0.005 mm to 0.074 mm Clay <0.005 mm ' Sands 0 -16 0 -4 Very loose 17 - 40 5. 10 Loose 41 -80 11- 20 Firm 81 - 130 21 - 30 Very firm Over 120 31- 50 Dense Modifiers Soft Rock core crumbles when handfed. Medium • • • eat:break Careavigbyour hands. Moderate iiacd :: 7iatn edges or dock Core can be broken with fingers. Hard • • • • •Tkln.edge3 of kck ere cannot be broken with fingers. Very Haul ' Mock Fore rims whin struck with a hammer (cherts) ••• • • • • ••• • • • • • • • • • -• • • • ••• • • • • • • • • • • • • • • •• •• • • • .• •• ••• • • • ••. • • Nov. 12 2005 06:11PM P5 • . Sfits Sc 0 -3 0-2 Very loose 5% - 10% Slightly silty or Clayey . CIays 4.9 3 -4 Soft 10% - 30% Silty or Clayey • 10- 7 5 - 8 Firm • 30% - 50% Very silty or Very C1e1 18 -31 9 -15 Stiff 0 - 5% • Slightly Trace 32 -60 16- 30 Very Stiff 6 - 10% Trace Over 60 31-50 Herd 11 -20% Little 21 -35% Some • • • ••• • • • • • . • > 35 %And • • •• • • e • • e •• .Rlcti l)•aranass D'esertatio •• ••• TT � - 1 • •S ,.. I .......... 1 ■ , . Sheet:: - of - --- CoMHERSil)I4 DIGINEERING , - Client — 4 734,1ijkA _ _ ' _Skuotwialretteses _ ' _ 1 2924t.W: 114 Cost Mang, Flo441133178 litiOrge0414136.47f4 - 005)26-029 ' e•ImalletmottsMeattataa CAM1M15743 1 f - RE- i 1 • •• • * • • sp t* ••• • } ; • ! • is • le •: • 0 i• • ; • ••• • -• sp: • • • • - • ; •:0 •: • 1 • • 01 • ' • , ; ift• ' .1 0 •? • 41•• ;•• ; -• Prof 4 "ta likeeto • TWA Ai _a I • - 1 • ;• owe 1 •• • • • ■• • • i• '41 0 1 • • • • ?.• ii* ! . : - 0 - , 11r ,• 0 --•--*- ; 0 - • • • ••• •e• • , • • : —• _. i j ■ i i , — - -- - -- ------- '-----. • • !lo • 3, • • 1 • ••• 1 4 • • • , • ••5 1 Date: Engr V0 I • : 1 1 • • ■-■■■■ Lirriwz: okti)-ips- Azo.fie 3 3 : 3 3 3 1 1 : 1 1 3 6D itie 1 i 1 3 • : . 1 3 1 : 1 i, 1 . i . 1 i 3 ! 1 1 I ! i 3 3 : 3 : : Date: CORNERS EENGTPMTNERSH O _Sint* Auti,__ Vivito= 1243244.W.1 114 gotat 14•RiMoriela_34tn: Pheiree(76) 238.4712 Fax (305) 2E64729 *Alta 7Thwincati•Orptcont - CA.0005743 i 1 ; . . . , • se- -• a -.!, ---•-* —wee, • • • Ov1. 4•Pti. , tt`th 1 . 1 : • , • • • „ • , • • . • .••, • • • ; • . 4, • • , ...... , , ' ' • • a • • • F4 ' • : . _,.. 0 ' • l• ' • IP • • ••• 4. • • • otou, - A.._-3 4 # - _ cke.: v.w.i.e! ,' , ! ,,, , ,_, •, i • i i' : i t 1 ' 1 I I i I ! ' t ICI V 1!! ! ! 141(1°..).44. t2, idijeb r 1 COCA i j 1 I ItAA ! 1 : Uol 1 ot , f 1, I i a , ; ......■ .-....... ..... ...4 ....,--■■■ " 1 ; • Tinviving, PE MICS9 pfe4 —I— • 11:411. • 'SP • • • • • • • " • • • • • ; • • 1 •• ••• • • — • _ • -• • • • - • • , • • • • • •-• % • , 40 % • • •._, • ___ • * • ! • • • • • • ! i 1 1 1 • , 1 : ' : : : 1 : i i i i 1 I 1 i 4 1 ■ i t • 1 I ; 1 ' I 1 I I • 0 , I 1 I I • 1 I 1 1 I - Sheet Date: i ! i 1 , i 11 ! ! „ 1 I 1 11 i 1 0 ! 000 i ; i ■ 1 ! i FL P E 0 39 25(1-- , i'l!) : ... ! ..ukisi 0;9 2il 06! ! I • ,PMM Consulting Engineers, Corp. CA 9135 P.O. Box 557823, Miami Florida 33255 Structural Calculations For Chaille Residence 05131 11 -21 -05 •• •• • • • • • •• • • • • • •• • • • • ••• • • • • • • • • • • •• •• • • • • • • • • • • • •• • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • •• •• •• • • • • • •• • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • •• • • • • •• • • 00 • • 000 • • Tel: 305 -661 -9918 Fax: 305 -675 -2350 l eC`-D5 -/078 B P Martinez, PE Fl Prof. Rea. 42650 5 Pages (IZ1 I c)5 .PMM Consulting Engineers, Corp. CA 9135 P.O. Box 557823, Miami Florida 33255 Tel: 305 -661 -9918 Fax: 305 -675 -2350 Project: Chaille Residence Project No.: 05117 Design Parameters • Florida Building Code • Wind o ASCE 7 -98 o Wind Velocity 146 MPH o Category II o Exposure C o Kd 1.0 • Concrete Strength at 28 days - 3000 PSI • Reinforcing - 60,000 PSI • Structural Steel, ASTM A36 — 36,000 PSI • Wood — Fb 1,200 PSI • Masonry— F'm 1,500 PSI (F'c= 1900PSI) • Design Loads o Deck Loads ■ . Live Load 60 PSF • Dead Load 20 PSF • System Load — See Plans • Pile Capacity o Per attached letter from Dynatech Engineering • 3" Diam. Helical Piles 15T Comprssion 2T Tension .. ... • • • • • •• • • • • • • •• 00• .• • • • •• • • ••• ••• ••• ••• ••• • • • • • .. • • • • • .. . . . • • • • • • • • • • • • •• • ••• • • • • • •.• • • • • •.• • • • • • • • • • • • • • • • • •.• • • • • • • • • • • • • • • • .. •• • • • •. .• 000 • • • ••• • • i PM M ENGINEERS meta ttAcrL._ i i 6_1-0)(5TA, } LOAD a6Y-3)0,(2 ... • .. A5 1111 6 1111.. 1111 . . •1111 i . • • • • • . • • • •ZC� . • • • • • • • • • • . • • • • • • • •• • • • ••• • • • 151 75(o< L S ..• • • • • 9 0 0 Project Page Calculated by Date Checked by Date O 110 0.• • • • • • • •0 0• • • • o� • Mrt r #64 F l0e5r DO6 'to wmuE - 'Ft 7 5c„.`zs L • v)/1- (95 t C±t) 2 � } Sit. i2 t fiz' 40,31 141u 151S(1:4Y1OT I el 110 (IC ri -:.0_0)(12,004,roy27 (it ?r,O0v33 AA, = 3132 44 44 . CONSULTING P M M ENGINEERS Project Page Calculated by Date Checked by Date \i„: 1.5 1 -tl 2t Z /21 -56 = (1 teli (Z,t) °() 10V-010a/ PA 4 6e, tU6ctu-c 461) •. .. • • • • • • • • • • • • • • • •• • •• •• • • • •• • • •• ••• • •• • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • ••• • • P M M ENGINEERS VAR, 610) ( (5)7 goftwit C MAt Pr�km 'fit= � � 3:J (z)(9')(1) .E ? "7- 11 " . . . . . .. .. 611,,jt ! e_ r-©rz2 . • •• • •• •••• • •••• • • • • ••• • • • • • • • • • • • • • • • ••• • • • ••• • • • • ••• • • •• • . Project Page Calculated by Date Checked by Date 20156 ti @( Qiz° ak. Oh 45 N t4 -11 Z P M M ENGINEERS WV+ Wit [1 42-cif 0 11 .) o : bk)(33)(e, ,„, (1)(4:)6. z)(4- !tap' .• . • • • • • • • • •• • • • • • • . • • • •• •.•• • • • • •• • ••• • • . • •• • • •. • • • • • • • • • • • • • • • ••••• • • • • • • • • • • • • •• •• ••• • • • • • • • • • • •• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Project Page Calculated by Date Checked by Date e Feeed € w Aui55 t 4- 1 4 ? 2 e 1553.4 OGIS 3 CONSULTING ENGINEERS .. ... • • • • • .. • ▪ • • ▪ • • • .. ▪ . .. . . • • • .. • • •.. ... ... .. • •••• • • • • lo . • • • • • • • • • • • • • • . .• •0• • • • • • 0011 • • • • ... • • • • • • • • • • • • • • •.. • • • • • • • • • • • • • • • • .. .. • • • .. .. 0•• • • • 009 • • Project Page Calculated by Date Checked by Date 4 CONSULTING ENGINEERS .. ... • • • • • . . • • • • . . • • • . • • 45, • • • • .. . . . • • • .. • . ... ... • .. ... . . . . • • • • • 41 . 00000 • • • • • • • • • • . . . . . . . .. .. . .. • • • • • ... • • • • . .. • • • • • • • . • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • •• • • • • • .. • •• • •• • • • •••• • Project Page Calculated by Date Checked by Date 5 FROM : — TP -usa /• GEOTECHNICAL ,ENVIRONMENTAL HYDROGEOLOGY ASBESTOS Miami, October 19, 2005 Mrs. Sandy Chaille 1480 NE 103 Street Miami Shores, FL Re: Proposed Additions ® • . . ' 180 NE 1030Street ' •' °Miami Shores, Fir. Dear Mrs. Chaille: Depth Frown To 0'- 0" 0'- 8" 0'- 8" 2'- 0" 7 '- 0" 4'- 6" 4'- 6" 9'- 0" 11'-0" 12' -0" 13'-0" 12' -0" 13'-0" 20'-0" • • ••• • • • • • • • • • •• • • •• • • • • • • • • ••• • • PHONE NO. : 305 7566491 ritMX& p . . *•"iii = iii i �y yr DYNATECH ENGINEERING Pursuant to your request; D'YNATECH ENGINEERING CORP., completed a Preliminary Subsoil Investigation on October 19, 2005 the above referenced project. The purpose of our investigation to verify subsoil conditions relative to foundation design of the proposed additions. A total of (3) standard penetration boring tests were performed according to ASTM D 1586 down to an average depth of 20' below existing ground surface. The following graph was developed as a general condition for the subject site: (refer to field boring logs for exact locations and soil conditions): PeScription Topsoil and grass Brown sand Light tan medium sand with rock fragment Gray silt 9 0 11 -0" Peat Brown sand with Tan medium sand with rock fragment Tan sandy Iixnerock Groundwater table elevatiop was measzeit immgliately at the completion of each boring and was found at an average depth of 2'belovv 4yeistrali grotui slarface. Fluctuation in water level should be anticipated due to seasonal variations gpd ip ;ok w yaD;iag ground elevations eonstruction dewatering pumping activities in the area. Site contractor must familiarize himself with site conditions in the event dewatering is needed. 000 0 00 000 • • • • • • • • 1. • • • ••• • • • • •• • • • • • • • • • • • • • Nov. 12 2005 06:09PM P1 CORP. 5- 6'3-fi — Z3 V o- 750 West 84 Street, Htaleih.Ft 014 3613 s Phone (305) 828 -7499 • Fax (305) 828 -9598 • .. •. • • • • •• •• ... • • • ••• • • • TESTING LABORATORIES DRILLING SERVICES INSPEC71ON SERVICES ROOFING • Alternatives * Pile Faundaflou Approximate Pile Depth Size Pile Capacity in Pons Compression Pile Capacity ' • in Mina: ' Tension Allowable'. / ': • Lateral ' . Capacity in Tons Pin Piles To Refusal 3-4 Inch 5-10 Tons 2 Tons • • 1 Ton Helical Piles 18' BLS 3-4 Inch 8-15 Tons 2 Tons 1 Ton Auger Cast Piles 18' BLS 12 Inch 25 Tons 2 Tons 2 Tons Auger Cast Piles 18' BLS 14 Inch 35 Tons 7 Tons 4 Tons Precast Concrete Piles 18' BLS 10 "x 10" 17 Tons 5 Tons 1 Tons Precast Concrete Piles 18' BLS 12 "x 12" 25 Tons 7 Tons 2 Tons Precast Concrete Piles 18' BLS 14"x 14" 35 Tons I0 Tons 4 Tons FROM : — TP -usa Page No. 2 1480 NE 103 Street, Miami Shores, FL PHONE NO. : 305 7566491 Nov. 12 2005 06:09PM P2 Based on our understanding of the proposed structure and our field boring logs; it is evident that the dee foundation system are needed to support the proposed additions without detrimental settlement to the structure: ]Deep foundation systems shall consist of one of the following alternatives: B.E.L.S.: Below Existing Land Surface • Estimated Lateral Load for a pile Top Deflection of %4 inch. The proposed pile length is based on the existin ground elevation at the time of drilling. Pile length may vary depending on proposed grade beam elevation an soil profile. In the case of the Pin, Helical, or Precast piles a minimum of 4 piles shall be driven to determine productio pile length. All work shall be performed in accordance with the applicable building code. In case of existing structures in vicinity of the pile driving operation, care shall betaken not to creel excessive vibration. Vibration levels shall be monitored to verify compliance with county regulations. Ster must be taken to prevent excessive vibrations. The minimum center to center of piles or adjacent foundatior shall be not less than twice the average diameter for round piles or 1— 3 /4 times the diagonal dimensions c rectangular piles, but in no case less than 30 inches. O 0 00. • • • • • .. • • • • • • ▪ • .0 0 0. .. • • . 0. • • . .. 0 0. •. . 000 . . . . • • • • • .• • • • • • •. . . . • • • • • • • • • • • .. • ••. • • 02 41 • • • • • • • .• • • • • 0 00 • • ••. • • • .41 .. • • •i. • • • • • • • • • • •0• • • . • • • FROM : — TP -usa Page No. 3 1480 NE 103' Street, Miami Shores, FL • All piles shall be designed by a professional engineer and shall be placed under supervision of our Geotechnica Engineer to verify compliance with our recommendations. Regardless of the thoroughness of a geotechnical exploration there is always the possibility that conditions may be different from those of the test locations; therefore, DYNATECH ENGINEERING CORP., does . not.guarantee any subsoil conditions between the bore test hopes. The data frorn;the soil boring.is for ' • z•! foundation analysis only. It is not to be used for excavating or back filling estimates. As a mutual•protectior 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 reservec pending our written approval. 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. It has been a pleasure working with you and look forward to do so in the near future. Please feel free to contac • us if we may be of further service to you. Sincerely yours, Wissam Naamani, P.E. DYNATECH ENGINEERING CORP. •orida R.eg. No. 39584 Sp cipl It3speccor No. 757 WN/sk • PHONE NO. : 305 7566491 Nov. 12 2005 06:10PP1 P3 .. .. • • • • • 0 0 • • • • • • • • • •• ••• •• • • • .• • • ... •.• • .• • • • • . • . • • • • • • • • • • • • •..•• • • • ill •00 • • • . • ••• • • • • 1400 • • • • •• • • • • • • • • • •.• • • • • • • • • • • • • • • • • • •• • • • • •• • • PIXIE N0. : 305 7566491 Nov. 12 2005 06:10PM P4 .. :.. • • • • • .. • • 00 . . . . .. ... .. • • • .. • • ... ... . .. ... . . . . . • • • • .. • . . • .. . . . . . • • • 0 . 0 . . . . . . . •. ... • 0 . • • ..i • • • • •.. • • •.. .... • • • • • ... • • • • • • • • • • • • • ' 0 . • • • .. .. 000 • • • 000 • • i APPENDIX FROM : -- TP-usa • •. •.. • • 'lb.. • • • • • • ••• • PHOI+4 1O. : 305 7566491 Nov. 12 2805 06:11PM P6 • N.W. 103rd Street • • • • • •• Prc j eCti..1480 FE 103rd Street • ••. • hcliam qi Shores, P1. • • • •• • • • ••• • • • • •• .•• •• • • • .. - • Dynatee . Engineering Corp. , • • t --. - - •••• "• • • • • C rrntf • M1'. Sandy Chai3le • • • • • It • •• •• ••• • • • • • Scale: N.T.S. Date: 10/20105