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FW-10-1522Inspection Number: INSP - 150387 Scheduled Inspection Date: February 23, 2011 Inspector: Bruhn, Norman Owner: JONES, WILLIAM Job Address: 379 NE 94 Street Miami Shores, FL Project: <NONE> Contractor: RHINO CONSTRUCTION Building Department Comments WOOD FENCE -REAR ALLEY Passe Failed February 22, 2011 Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspector Comments For Inspections please call: (305)762-4949 \ 6= Phone Number Permit Number: FW -8 -10 -1522 Permit Type: Fence/Wall Inspection Type: Foundation Work Classification: Wood Fence Parcel Number 1132060136130 Phone: (305)206 -6761 Page 3 of 29 DYNATECH DATE: February 21, 2011 CLIENT: RHINO CONSTRUCTION PROJECT: Proposed Fence wall @ ADDRESS: 379 NE 94 Street, Miami Shores, FL. CONTRACTOR: Rhino Construction MATERIAL DESCRIPTION: Gray sand SAMPLED BY: JA Sample Number 1 % MOISTURE DRY DENSITY 4.5 7.3 14.4 Optimum Moisture 10.5 Percent 100% Maximum Dry Density 106.3 lbs. /cu.ft. % Passing 3 /a" Sieve 97.7 Percent for use, publication of statements, conclusions or extracts fit" our reports is reserved pending our written approval. PROCTOR COMPACTION TEST 100.9 105.2 102.6 TEST RESULTS ENGINEERING CORP. 750 WEST 84 STREET HIALEAH, FLORIDA 33014 (305) 828 -7499 TESTED BY: JA The following compaction test was conducted in accordance with the Standard Methods for Moisture Density Relations of soil using a 10 lb. Hammer and an 18" drop AASHTO designation T- 180 -C. 108 106 104 102 100 o \\a►i s i s rsri1 Sampled By: JA - '. i p . , SPA ® /�� ®s 98 Tested By: JA F �,8 Checked By: JA No 39514 1, i *, ,, STATE OF As a mutual protection to clients, the public and ourselv ports 1.1. are submitted as the confidential property of clients, and • �L Q!;o O .'$$�. M 6 8 10 12 14 16 % MOISTURE Res.ective-ly s bmitted, Wiss • Naamani, P.E. DYNATECH ENGINEERING CORP. Florida Reg. No. 39584 D R Y TEST NO. 1 2 3 4 DEPTH 12" 12" 12" 12" FIELD DENSITY 104.9 105.3 104.4 104.6 MOISTURE CONTENT % 6.6 6.1 6.4 7.3 MAX. DENSITY IN THE FIELD % 98.6 99.0 98.2 98.4 COMPACTION REQUIREMENTS BY SPECS. % OF MAXIMUM DENSITY 98% 98% 98% 98% 100% MAXIMUM DENSITY (LAB) 106.3 106.3 106.3 106.3 OPTIMUM MOISTURE ( %) P P P P P DYNATECH DATE: CLIENT: PROJECT: ADDRESS: CONTRACTOR: Rhino Construction Test No. 1 Location: Test No. 2 Location: Test No. 3 Location: Location: Location: Test No. 4 Test No. Description of Material: Gray sand Proctor T -180 A.A.S.T.O. METHOD C REMARKS: ALL ABOVE TEST RESULTS COMPLY WITH SPECIFICATIONS Sampled By: JA Tested By: JA Checked By: JA FIELD DENSITY TEST OF COMPACTED SOILS February 21, 2011 RHINO CONSTRUCTION Proposed Fence wall 379 NE 94 Street, Miami Shores, FL. West side of north footer East side of north footer North side of east footer South side of east footer Respectfully s 11 ® 1 Wis m Naamani, P.E. . _ ����; o s g5 4 ' DYNATECH ENGINEERIble OR " Florida Reg. No. 39584 = * ENGINEERING CORP. 750 WEST 84 STREET HIALEAH, FLORIDA 33014 (305) 828-7499 mois i SlakTE 3 o ,u *A density test determines the degree of compaction of the tested layer of material only. In no way shall a density test replaeeP ` bearing capacitxfiste capacity fiiat•S7. As a mutual protection to the clients, the public and ourselves, all reports are submitted as the confidential property of clients, and andlottft,teatioif fd b cattod f Cement conclusions or extracts from or regarding our reports is reserved pending on our written approval. . �,, A �,�•. , � e �,: 1 BUILDING PERMIT APPLICATION FBC 20 Miami Shores Village Building Department JOB ADDRESS: ,3"1 OE_ ci°t4 S.Lre o 3 IMCIEEV7Mit 191 FEB oizini 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S NUMBER: (305) 762.4949 Permit No. 1 `/ \ N ! ® 1 •P" Master Permit No. Permit Type: BUILDING OWNER: Name (Fee Simple Titleholder): 4.0L.1 1 LA. -% A (-A T. so y eFS Phone #: Address: 37 LS E 9'g , .s City: Y11 tflreVI ► c S I t S State: 3oS- 7S'ci - to 3 Zip: 33 13 €S Tenant/Lessee Name: Phone #: Email: W e Cann ; r S Welt S " �1 rG-i® C rv% Zip: 3 3 t City: Miami Shores County: Miami Dade Folio/Parcel #: 1 — 3o1C`xo - Q 1 - La (.0 Is the Building Historically Designated: Yes NO .✓ Flood Zone: r10 L.A./ ` 303 for- t(S7 CONTRACTOR: Company Name: 0 C 064 ( G � °� Phone #: ;OS-- - �O ��P Address: / 0 l S , G L'e 1/ /9ve 1v t o • A lo q City: 11 /- State: 7 Qualifier Name: 4.r 44 4M/ 0o Per-e State Certification or Registration #: C 6C 1'c 6 z 5 g3 Certificate of Competency #: Contact Phone #: 0;:: q 6 ( Email Address: DESIGNER: Archit u r ia_= Phone #: Value of Wor aoc , it: $ f 5 �� Square/Linear Footage of Work: Type of W ❑Alteration ONew Descrip eL l 7 i Q '✓ — C ORpair/R lace / Zip: 33(2-1 Phone #: 7 gO / - ° ❑Demolition P4/ ROUGH ROOF TILE IS REQUIRED acknowledged by: ***************************************F Submittal Fee $ Permit Fee $ O Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ ! 2 d . �► TOTAL FEE NOW DUE $ CCF $ CO /CC $ DBPR $ Bond $ Technology Fee $ 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 occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be app oved and a reinspection fee will be charged. DC. Signature The foregoing instrument was acknowledged before me this 1 day of . la r, r , 20 ► , by IA f W &nA who isersonally known to me who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commissi n Expires: m,2_ se se:YSe se se ksesesese********* **se APPROVED BY Owner or Ag sea:seseseseresesesa**** **arse*kd:d:* ** seresere****k * :r:>ti* **se>rsesesesrsesesesese (Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/1 5/09)(rev6/4/10) D4_ Plans Examiner Structural Review Signature The forego day of NOTARY PUBLIC: Contractor instrument was acknowledged befog m this �� 20 11 , by ` • I VA , or who has produced as identification and who did take an oath. Sign: Print: t cut w jatf2, My Commission Expires; ow MELISSA CUEZ £' MY COMMISSION #EEX18 EXPIRES: August 1Q, 2014 Bonded Thru Notary Pubic, ndenarIters Zoning Clerk Structural Calculations G. V. Pirez Associates, Inc. Consulting Engineers 7315 SW 87 Avenue, #100 Miami, Florida 33173 Phone: (305) 412 -2200 Fax: (305) 412 -2011 e -mail: gvpirez @cofs.net George V. Pirez, PE #12294 FE FE ; O 1 1011 - G. V. PIREZ ASSOCIATES, INC. Consulting Engineers 7315 SW 87th Ave. # 100 Miami, FL 33173 PHONE: (305) 412 -2200 FAX: (305) 412-2011 PE #12294 JOB fS �t o� (c \ r SHEET NO {/// OF DATE / p^ CALCULATED BY / ✓ DATE - Z 6 CHECKED BY DATE SCALE gcc.. !`Tf,tL a t atLtt 5,01L,; 15 G. V. PIREZ ASSOCIATES, INC. Consulting Engineers 7315 SW 87th Ave. # 100 Miami, FL 33173 PHONE: (305) 412-2200 FAX: (305) 412-2011 PE #12294 JOB NI S tOeg C SHEET NO OF CALCULATED BY ov DATE CHECKED BY DATE Structural Calculations G. V. Pirez Associates, Inc. Consulting Engineers 7315 SW 87 Avenue, #100 Miami, Florida 33173 Phone: (305) 412-2200 Fax: (305) 412-2011 e-mail: gvpirez@cofs.net George V. Pirez, PE #12294 G. V. PIREZ ASSOCIATES, INC. Consulting Engineers 7315 SW 87th Ave. # 100 Miami, FL 33173 PHONE: (305) 412 -2200 FAX: (305) 412 -2011 PE #12294 JOB e ti� S S t o el.( CC_ SHEET NO OF / p CALCULATED BY `-O" ( - 1 DATE f ` �Y ! f CHECKED BY SCALE DATE G. V. PIREZ ASSOCIATES, INC. Consulting Engineers 7315 SW 87th Ave. # 100 Miami, FL 33173 PHONE: (305) 412 -2200 FAX: (305) 412 -2011 PE #12294 O ,J &'S (2socE SHEET NO r / - OF CALCULATED BY CPC/. DATE t .24 r/ - 6 CHECKED BY DATE SCALE JOB Structural Calculations G. V. Pirez Associates, Inc. Consulting Engineers 7315 SW 87 Avenue, #100 Miami, Florida 33173 Phone: (305) 412 -2200 Fax: (305) 412 -2011 e -mail: gvpirez @cofs.net George V. Pirez, PE #12294 G. V. PIREZ ASSOCIATES, INC. Consulting Engineers 7315 SW 87th Ave. # 100 Miami, FL 33173 PHONE: (305) 412 -2200 FAX: (305) 412 -2011 PE #12294 0 .if k- O. p 13e c_c/44. STrikl JOB ` ;, (c s SIOe SHEET NO � j� ` OF / r CALCULATED BY �./' � DATE / /9 / I CHECKED BY DATE SCALE G. V. PIREZ ASSOCIATES, INC. Consulting Engineers 7315 SW 87th Ave. # 100 Miami, FL 33173 PHONE: (305) 412 -2200 FAX: (305) 412 -2011 PE #12294 `T�es f (sets cc= SHEET NO � OF / CALCULATED BY D ATE / / q JOB CHECKED BY DATE SCALE �'. N , 0,1 �. es.n 11 l 2 / I • OSI e3 - LSE i five, T. ■ G. V. PIREZ ASSOCIATES, INC. Consulting Engineers 7315 SW 87th Ave. # 100 Miami, FL 33173 PHONE: (305) 412-2200 FAX: (305) 412-2011 PE #12294 1 In p-Ac*Cc- JOB SHEET NO 3 OF CALCULATED BY 0 DATE . 7 - - / i CHECKED BY DATE SCALE G. V. PIREZ ASSOCIATES, INC. Consulting Engineers 7315 SW 87th Ave. # 100 Miami, FL 33173 PHONE: (305) 412 -2200 FAX: (305) 412 -2011 PE #12294 JOB �6/F f.:r5 S / e N l.r SHEET NO ¢ OF CALCULATED BY DATE t 1 9- f CHECKED BY DATE SCALE G. V. PIREZ ASSOCIATES, INC. Consulting Engineers 7315 SW 87th Ave. # 100 Miami, FL 33173 PHONE: (305) 412 -2200 FAX: (305) 412-2011 PE #12294 Joe SHEET NO CALCULATED BY CHECKED BY b { a , S -C t t. �n /v / OF DATE / - 24 - - 1 1 DATE SCALE 4 l ive-i.-11,0,4 5 1 G. V. PIREZ ASSOCIATES, INC. Consulting Engineers 7315 SW 87th Ave. # 100 Miami, FL 33173 PHONE: (305) 412 -2200 FAX: (305) 412-2011 PE #12294 JOB TOX S p s 1 oe-g CE SHEET NO G OF ' I CALCULATED BY C V� DATE ( ^ W� r t CHECKED BY DATE W ( SCALE CLASS OF MATERIALS LATERAL BEARING (psf/ft BELOW NATURAL GRADE) LATERAL SLIDING Coefficient of Friction (a) Resistance (psf)(b) 1. Sedimentary and foliated rock 2. Sandy gravel and/or gravel 3. Sand, silty sand, clayey sand, silty gravel land clayey gravel 4. Clay, sandy clay, silty clay, clayey silt, silt and sandy silt 400 200 150 100 0.35 0.35 0.25 130 , • SOILS AND FOUNDATIONS (76 mm) of concrete between the reinforcement and the ground contact surface. If concrete surfaces after re- moval of the forms are to be exposed to the weather or be in contact with the ground, the reinforcement shall be protected with not less than 2 inches (51 mm) of concrete for bars larger than #5 and 1' / (38 mm) for #5 or smaller bars. 18193.1.4 Excavations for continuous footings shall be cut true to line and grade and the sides of footings shall be formed, except where soil conditions are such that the sides of the excavation stand firm and square. Excava- tions shall be made to firm, clean bearing soil. 1819.4 Continuous footings shall be placed level and any changes in the grade of such footings shall be made with a verti- cal tie of the same cross section and design as the footings, or the smaller of the footings, so joined. 1819.4.1 Continuous footings with eccentric loading shall be designed to limit the soil pressure at the edges to within acceptable values by means of counterbalancing or by other approved methods. 1819.4.2 When foundation walls are to be poured separately from the footing, they shall be keyed and doweled to the footing with no less than #4 dowels, 20 diameters in length above and below the joint, spaced not more than 4 feet (1219 mm) apart. Where footing depth does not allow straight dowels, standard hooks will be allowable. 1819.43 Concrete footing and pads shall not receive super- imposed loads until 12 hours or more after the concrete is placed. 1819.4.4 Excavations for footings and foundations, which are to serve as forms, shall be thoroughly wetted prior to the placement of concrete. 1819.4.5 The top of all continuous footings shall be a mini- mum of 8 inches (203 mrn) below grade. 1819.5 Isolated footings. Dimensions for an isolated footing shall not be less than 12 inches (305 mm) deep and 24 inches square (.02 m Isolated footings in soil having low lateral re- straint and isolated piers shall be provided with adequate brac- ing to resist lateral movement. TABLE 1819.6 ALLOWABLE LATERAL PRESSURE For SI: 1 pound per square foot = 47.88 Pa. NOTES: a. Coefficient to be multiplied by the dead load. b. Lateral sliding resistance to be multiplied by the contact area, as limited by Section 1819.6. 18.24 1819.5.1 Isolated footings with eccentric loading shall be designed to limit the soil pressure at the edges by means of footing straps or other approved methods. 1819.5.2 When isolated footings support reinforced con- crete columns, dowels equivalent in number and area to the column reinforcement and having a length not less than 36 diameters above and below the joint shall be provided in the footing. Where the footing depth precludes straight dowels, standard ACI hooks will be allowable. Such dowels, or anchor bolts as required for steel columns, shall be held to proper grade and location during the pouring of the footing by means of templates or by other approved methods. 1819.53 The top of all isolated footings shall be a minimum of 8 inches (203 mm) below grade. 1819.5.4 Any isolated footing subjected to uplift and/or overturning forces shall be specifically designed for that purpose, as set forth in Section 1620. 1819.6 Lateral sliding resistance. The resistance of structural walls to lateral sliding shall be calculated by combining the val- ues derived from the lateral bearing and the lateral sliding resis- tance shown in Table 1819.6 unless data to substantiate the use of higher values are submitted for approval. For clay, sandy clay and clayey silt, in no case shall the lateral sliding resistance exceed one -half the dead load. 1819.6.1 Increases in allowable lateral sliding resistance. The resistance values derived from the table may be increased by the tabular value for each additional foot of depth to a maximum of 15 times the tabular value. Isolated poles for uses such as flagpoles or signs and poles used to support buildings which are not adversely affected by '/ -inch (12.7 mm) motion at the ground surface because of short-term lateral loads may be designed using lateral bear- ing values equal to two times the tabular values. 1819.7 Designs employing lateral bearing. Designs to resist lateral loads employing posts or poles as columns embedded in earth or embedded in concrete footings in the earth shall con- form to the requirements of Sections 1819.7.1 through 1819.7.2.1. 1819.7.1 Limitation. Posts embedded in earth shall not be used to provide lateral support for structural or non struc- tural materials such as plaster, masonry or concrete unless FLORIDA BUILDING CODE — BUILDING 9hl 10 -go BUILDING PERMIT APPLICATION FBC 20 r Permit Ty Owner's Name (Fee Simple Titleholder) tie) t L-L-1 VirtkA Phone # s - Owner's Address ?) k:;E C1 s V r ,0 City Akr. c"%e -1 State F2_._ Tenant/Lessee Name e: BUILDING Email +'Yl ictA}r YLL t Job Address (where the work is being done) :'2)-7c1 c c4 City Miami Shores Village County Miami -Dade FOLIO / PARCEL # I - j ' ( tr t 1..p 4 3 0 Is Building Historically Designated YES NO t‘Cd+tC 4ON ( Contracto ' I `0 t < Y3 r i L2 t A4-Q_ 11 ° K City I, i / `, s Address State Qualifier Name yiwJ 9 f tftfl/ Contractor's Company Name State Certificate or Registration No. l _ t)( r j Certificate of Competency No. Contact Phone Architect /Engineer's Name (if applicable) OOFING E -mail WO Qj Value of Work For this Permit $ � �Qo Type of Work: ❑Ad ition ]Alteration Describe Work: [kJ COO j Q N C, Q. -- r(. 14- Notary $ Scanning $ Double Fee $ Structural Review. $ n Radon $ 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 Permit Fee $ /OQ Training /Education Fee $ Square ❑New Submittal Fee $53 DPBR $ Master Permit No. tO Zip i t3 Phone # Phone # Zip Phone # Permit No. tD t Zip 3 3 Phone # 7wai()) I LLLIIS ''. AUG 2 4 2010 Flood Zone 3os •2oco - (pe3-(1 ` -- 1) 01 -0105 f "5 12 x1 �oS -Z°(o- G2 *] / Linear Footage Of Work: ft tiv c� �7 Repair /Replace ❑ Demolition * * * ** * * * * * * * * * * * * * * * * * * * * * * ** CCF $ Violation date: . Total Fee Now Due $ CO /CC $ Technology Fee $ Bond $ See Reverse side -� 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 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. Owner or The foregoing instrument was acknowledged before me this c2- c) day of t{a l' ,20? a/ a/ mi l' - j// ° eS, who is/personally known tom or who has produced As identification and who did take an oath. NOTARY PUBLIC: Signature Sig Print: My Commission Expires: APPROVED BY (Revised 07 /10 /07)(Revised 06/10/2009) I M' Camillo. Expires Ml,17, 2011 Ca m scion tI 00 670233 Bonded Through Mai *toy AN►. Plans Examiner Engineer The fore _• ng day o who instrum e t Contractor was acknow as identification and who did take an oath. i on jy knowe or who has produced Clerk checked dged before me f ,20 4%''U1 ' �G , Print: 1 My Commission Expiry Pug SUSAN DEE SCHNUR * MY COMMISSION # DD 584985 NM/ _ -11•.° EXPIRES: September 17, 2010 •, ; t,t Zoning ng t One Story Residence 379 N.E. 94th Street Finish Floor Elev.=+11.13' PERMIT -Th. cum° - 622- Miami Shores Village Pipe . Fence" • , ficatio 0 pipe ration (Basis 22'± Found )'2' Pipe .....:,-...:.. No Identification . ... . :::: ........ ;•,....;::,...... • •'..,,,..:,....-:•!.::•,.:•.. „„, } May 2009 o S dow Box o ertical Picket WOOD FENCE DETAIL 4x4 Post Spacing Fences <= 5' high posts spaced at 5'on center maximum Fences <= 4' high posts spaced at eon center maximum Fence must not exceed 5' in height 4x4 pressure treated posts embedded 2'into concrete footing 10" diameter x 2'deep M ami Shores Village Building Department ALL wood must be pressure treated All fasteners must be corrosion resistant No Tess than two fasteners in any connection 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 ix pickets fastened with two corrosion resistant fasteners per connection 2x4 horizontal pressure treated wood members with two corrosion resistant fasteners per connection Revised on 5/22/2009 M iami Shores Village Building Department REQUIREMENTS FOR FENCE PERMIT Permit application must be accompanied by: 10050 N:E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 ❑ 2 copies of your survey (not older than 7 years). ❑ If survey is older than 7 years fill out Survey Affidavit form. ❑ If owner is doing the job, owner must fill and notarize Owner Builders Disclosure form (This form must be signed and notarized in the building department only). ❑ Show the proposed size on survey including, required 40 sq ft of garbage area, location of gates if any, and height (can not exceed 5' ft height). ❑ Include wood or chain link specs form (one with each survey). ❑ $50.00 submittal fee when submitting your permit. NOTICE: ALL OTHER TYPES OF FENCES WHICH DO NOT COMPLY WITH ESPECIFICATIONS MENTIONED ABOVE, MUST PROVIDE 2 SIGNED AND SEALED ARCHITECTURAL OR ENGINEERING DESIGNED DRAWINGS, OR MIAMI DADE COUNTY PRODUCT APPROVALS.