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FW-15-1873 4*- Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-239899 Permit Number: FW-7-15-1873 Scheduled Inspection Date: August 24, 2015 Permit Type: Fence/Wall Inspector: Rodriguez,Jorge Inspection Type: Final Owner: LUDICKE, ROBERT&ALLISON Work Classification: Iron/Ornamental Job Address:526 NE 97 Street Miami Shores, FL 33138- Phone Number (305)754-2903 Parcel Number 1132060171530 Project: <NONE> Contractor: SAMADA FENCE INC Phone: (305)720-6344 Building Department Comments 6'WOOD FENCE BOARD ON BOARD CHAIN LINK FENCE Infractio Passed Comments BLACK 5' HIGH ALUMINUM FENCE BLACK 6' HIGH INSPECTOR COMMENTS False In .pector Comme is Passed i Failed _ 5� Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. August 21, 2015 For Inspections please call: (305)762-4949 Page 17 of 39 OR;�S L� Miami Shores Village , 3 PBf7I71f Tyji3 FG, a 10050 N.E.2nd Avenue NE t �/ t to iffon:Iro" lf'lk ,..: �• •"' "'"�' Miami Shores,FL 33138-0000 �. 1 t S �:APP EU Phone: (305)795-2204 r Foos ipA r•� �' k Issti.bate.g/41t�95 10 1 Expiration: 01/31/2016 5r Project Address Parcel Number Applicant 526 NE 97 Street 1132060171530 ROBERT&ALLISON LUDICKE Miami Shores, FL 33138- Block: Lot: Owner Information Address Phone_ Cell FFROBERT&ALLISON LUDICKE 9999 NE 13 AVE (305)754-2903® MIAMI SHORES FL 33138 Contractor(s) Phone Cell Phone Valuation: $ 6,000.00 SAMADA FENCE INC (305)720-6344 Total Sq Feet: 203 Approved: Available Inspections: Comments: Inspection Type: Date Approved:: Final Date Denied: Foundation Type of Construction:Other Additional Info:6'WOOD FENCE BOARD ON BOAR Review Planning Classification:Residential Scanning:3 Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $3.60 Invoice# FW-7-15-56475 DBPR Fee $3.05 DCA Fee $3.05 07/24/2015 Credit Card $50.00 $ 177.70 Education Surcharge $1.20 08/04/2015 Credit Card $ 177.70 $0.00 Permit Fee-Wire&Wood $203.00 Scanning Fee $9.00 Technology Fee $4.80 Total: $227.70 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 FIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construct' n a i ize the above-named contractor to do the work stated. August 04, 2015 Authori d Signature:Owner / Applicant / Contractor / Agent ate Buildi Department Copy August 04, 2015 1 Miami Shores Village ;C IVE Building Department JUL 24 2015 i 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 BY: l Tel: (305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20 1 `/ BUILDING Master Permit No. 9'/)/����3 PERMIT APPLICATION Sub Permit No. QBUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: Al gilL Miami Shores County' Miami Dade Zip: 3 Folio/Parcel#: O `P / S 3 O Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): ",%J �1 �V 4 % C Phone#: 3 g ►� " ` Address: '�(f` -! 4- S r City: �4� �,....' . J �o� t�J State: 1 -- Zip: -7 2 1 3 U Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: Samada Fence, Inc Phone#: 954-559-4355 Address: 110 W 31 ST City: Hialeah state: FL Zip: 33012 Qualifier Name: Sergio M. Samada Phone#: State Certification or Registration#: Certificate of Competency#: 11 BS00347 DESIGNER:Architect/Engineer: Phone#: _re +- 73 ' Address: City: State: Zip: Value of Work for this Permit:$ �P��� O O Square/Linear Footage of Work: f C w►��� Type of Work: ❑ Addition ❑ Alteration PNew ❑ Repair/Replace Demolition G�.ocin 1� Description of Work W O 4 C x,-" c.C 14 ela-y J 13c'Cr 4. Specify color of color thru tile: Submittal Fee$ 5_ -r 2(:�) Permit Fee$ 20 CCF$ C CO/CC$ Scanning Fee$ Radon Fee$ 1) • S DBPR$ Notary$ Technology Fee$ Training/Education Fee$ I • 20Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$070 (Revised02/24/2014) i-- M 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 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 pection fee will be charged. c._ Signature Signatu OWNER or AGENT C The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of 20 . by day aaof 20 by d•+( K. wh s personally known t < < y 0 V"Ti is personally kno n to me or who has produced as me or who has produced as identification and who di xake an oat identification and who did ta�l�g�an oath. NGI,I AVII� Nil Gry Avila NOTARY PUBLIC: �r �1�,, �`��� !/e°% COMMISSION#FF136164 NOTARY PUBLIC: EXPIRES: �`;, ,.' Jury 17, 2018 COMMISSION#FF136164 TARY.COEXPIRES: July 17, 2018 • �� �.� WWW.AARONNO Sign: Sign: www.AARoNNOTARY.COM Print: Print: Seal: Seal: APPROVED BY I oc— Plans Examiner ! J Zoning Structural Review Clerk (Revised02/24/2014) BOUNDARY SURVEY JUL242 LOCATION MAP NOT TO SCALE N . E. 9 7TH STREET oib .�,` P,��J4 .�i C«•+^ a..K 9,Ok` 9' F ,�•! LB ND. 7633 PROFESSIONAL SURVEYORS AND MAPPERS 20'ASPHALT PAVEMENT PO-BOX 1 27GOI HIALEAI,FLORIDA 33012 PHONE:(305)55G-4002 FAX:(305)55G-4003 WWW.LM5UPVEYING.COM C I EMAIL-LANDMARKS URV EYI NG @ HOTMAILCOM N.E. 97 STREET pe 97TH sr ABBREVIATIONS AND LEGEND: O O FVC -DENOTES AIR CONDITIONING UNIT 22'PARKWAY m Fences APPR. =DENOTES APPROXIMATE Good Side Out. The vertical and hori�erT"al FSP" =oENores ASPHALT Supporting B.0 –DENOTES BLOCK CORNER C 0p members of a fence shall f B.M. =DENOTES BENCH MARK AZ p,3 Rd interior of the.plot On Whl(;h the fenC e the CONC -DENOTES CONCRETE BLOCK STUCCO ,..... 00:00:.-::.. -. - - DENOTES CURVE E E �.: : ...A� .. 10000 Q6' ed side shall V.GG =DENOTESVALLEYGUTTERR .,.,, _.,. e is locate 1 5 0.0 0 R 8c M_. X' :. . s'51DEWACYa. ': Qj 2. R t nrtnYfAb ttl fade the aCltOlnlr7 =DENOTES CENTERLINE 6. CORNS f© nrJ rl ----- EPub Of-Of =DENOTES MONUMENT LINE 250.00'REM ____- y D.M.E. =DENOTES DRAINAGE E MAINTENANCE EASEMENT O DIA. =DENOTES DIAMETER D.H. =DENOTES DRILL HOLE 00, .o ,, (R)) -DENOTES MEA5URf=DENOTES RE ORD I I ( LEGAL DESCRIPTION: pw =DENOTES RIGHT-OF-WAY 9 U.E. =DENorES UTILITY EASEMENT LOTS G, 7, AND 8, OF BLOCK 99, OF"AMENDED P.B. =DENOTES PLAT BOOK x PG. =DENOTES PAGE 0FLAT OF MIAMI SHORES SECTION 4", ACCORDING FLY. =o oTEs PERMANENT CONTROL o I TO THE PLAT THEREOF, AS RECORDED IN PLAT P.O.B. =DENO ttt777 TES PPOINT OF BEGINNING v I ro TYP. =DENOTES TYPICAL m BOOK 1 5, AT PAGE 14, OF THE PUBLIC RECORDS — =DENOTES WOOD FENCE • 0000 �Jp_ OF MIAMI-DADS COUNTY, FLORIDA. —x— =DENdr60cn IN UNK FENCE • • ••• • V – =DENTb ES� d FENCE• • •0000• 0000 Y, • • =DENO ES FOUND IRON•PWI!9 MM ) • 0 0✓ PROPERTY ADDRESS: • • =DENOTES FOUND NALlWDDISC� • • • I O BRICK. • • 0000•• •0.00s v Y . ' • ^4. PORCH IK FOLIO No.1 1-3206-01 7-1 530 . • **goo* •••••• • ••••• a q9 p 4G:10' o x 8 q1 52G N.E. 97th STREET :••••: =DENOTESASPHALT PAVEMEN�• • • • • • 23.4 MIAMI SHORES, FL 33 136 •••••• N � V •® =DENBRICK • 0000•• 0000 • •• 35.04 22.70' 22.70' m `' • ••:•• Ie= i r CERTIFIED TOC • ..i:i.- • -DENOT4&NICRETEPAt•:••• 00.00 ..�, 0000•: 00Vr 0 0000• ® ❑ .� - ROBERT LUDICKE AND ALLISON LUDICKE 000.0• : 0000 :0000. 0000•• • •••• TWO--5TORY • 0 ; r– 0 '` _I - LANDMARK BANK, N.A., ISAONATIMA • 0 • 00000 RE5IDENCE qy ••0••• 0.0.00 ••U (^• 0 0.0 b NO.52G m ' �a - FIRST AMERICAN TITLE INSURANCE CO. ••ALl6�ARING5AND DS(1�NCEssho N :• •• 4•+ 0 0 O FINISH FLOOR a O L6 I� ~ •LIEREQN ARE R4C•C1RD AND MEASURED•• • • 8 N EIFVATION = I .53 - GRAY ROBINSON, P.A. . • eNLEs5 Or E NOTED..•••• • � n �t� 000000 •ty�+1�1 i+ _ • • S2' 3'X3' ❑ ® � L� • • •b �• ••W•• ❑ a� A/C GENERAL NOTES: LL In ❑ 22.70' 3. 7' r•- Ln W LEGAL DESCRIPTION PROVIDED BY OTHERS. FLOOD ZONE: X z—x—x2—x— f- A l EXAMINATION OF THE ABSTRACT OF THE TITLE WILL HAVE o O 35.24' r V 4 ( \ LLLV///'��� v TO BE MADE TO DETERMINE RECORDED INSTRUMENTS,IF ANY, ELEVATION: N/A tY7AFFECT THIS PROPERTY. O ® THE LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR I A�, ui J EASEMENT OR OTHER RECORDED COMMUNITY: 1 20652 ff77 x b.AT NOT SHOWN ON THE PLAT. y� THE WRITTEN CONSENT OF LANDMARK SURVEYING E ASSOCIATES,INC, PANEL: 3OG ® UNDERGROUND PORTIONS OF FOOTING,FOUNDATIONS OR OTHER }' J I 34 I O a IMPROVEMENTS WERE NOT LOCATED. 1.1 ONLY VISIBLE AND ABOVE GROUND ENCROACHMENTS LOCATED. / DATE OF FIRM: 09-1 1-2009 Q w WALL TIES ARE THE FACE OF THE WALL. 6Q 3I SEPTIC TANK O FENCE OWNERSHIP NOT DETERMINED. >�y q y x 8'Z1LOCATION PROVIDED BEARING5 REFERENCED TO LINE NOTED AS B.R. LL SUFFIX: L z Q p' •• - �. BY OWNER w BOUNDARY SURVEY MEANS A DRAWING AND/OR GRAPHIC p .''.`CONC z REPRESENTATION OF THE SURVEY WORK PERFORMED IN = FIELD DATE 09-04-20 14 I V' PAD THE FIELD,COULD BE DRAWN AT A SHOWN SCALE AND/OR NOT Ul U z0 1 Q O TO SCALE. u] OF SURVEY 2.00' = NO IDENTIFICATION FOUND ON PROPERTY CORNERS UNLESS NOTED. LOT-8 O NOT VALID UNLESS SEALED WITH THE SIGNINGS SURVEYORS EMBOSSED SEAL. BENCH MARK: N-G03 0 00 14.00' DIMENSIONS SHOWN ARE PLAT AND MEASURED UNLESS OTHERWISED SHOWN. LOT-7 LOT-G 0.00' 50.00, ELEVATIONS IF SHOWN ARE BASED UPON N.G.V.D. 1923 UNLESS OTHERWISE NOTED. Q ELEVATION: 8.05 THIS 15 A BOUNDARY SURVEY UNLESS OTHERWISE NOTED. Q THIS BOUNDARY SURVEY HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF C�AIl- C' THE ENTITIES NAME HEREON.THE CERTIFICATIONS DO NOT EXTEND TO ANY SCALE O�, ` I ` T ° UNNAMED PARTIES. Z DATE DRAWN BY OCk �� " bk I 9� CERTIFICATION: ASPHALT ` + D 09-04-2014 JP I"=20' * SURVEYOR'S CERTIFICATION:I HEREBY CERTIFY THAT THIS"FINAL SURVEY' ,q0 SpF 15 A TRUE AND CORRECT REPRESENTAION OF A SURVEY PREPARED UNDER MY * z z x _ ��>��yti FP CgT'vps, DIRECTION.THIS COMPLIES WITH THE MINIMUM TECHNICAL STANDARDS,ASSET m REVISION/UPDATE OF SURVEY �;r y FORTH BY THE STATE OF FLORIDA BOARD OF PROFESSIONAL LAND SURVEYORS IN 1 CHAPTER 5J-17,FLORIDA ADMINI5T IVE CODE.5O O mNo. 2946 DATE DESCRIPTION 151 A L LSTATE OF •< os-1 s-2o 1 s ELEVAnoNs to • • t Ssi••:LORID�•• b SIGNED ��� FOR THE FIRM JOB No. _ OfVgl SUR3Fy4� ERNESTO PI A -P.5. .No.2946-STATE OF FLORIDA NOT VAU W K OUT AN AUTHENT ON SIGNATURF AND AUTHENTICATED ELECTRO .SEAL AND/OR THIS AP 15 NOT AI_ID WITHOUT THE SIGNATURE AND 1 409-20 1 SEAL: THE ORIGINAL RAISED SEAL OF A LICENSE SURVEYOR AND MAPPER. SNORES Dl �t Shores Village Building Department res 114 r , y 10050 N.E.2nd Avenue ORN - =- Miami Shores, Florida 33138 r TCNIV71 Crp_ Z` l Tel: (305) 795.2204 Fax: (305) 756.8972 7JULCFTVFD 'T 2'4 2015 �= !ECT to CGNIPi-WILE WI FH All FEUE,,,,_ r.'_ TE BY: - _ __� „__� - _ TY ❑ Shadow Box ❑ Vertical Picket Board on Board IC P Y • Feucers-< =_6' high posts spaced at 4'*6606 — on center maxi • FeAcbs 4 = 5' high posts spaced at 5' on center maximum Fegc�s ; = 4' high posts spaced at 6' on center maximum "•'•• Fence must not exceed 6' in height ...... .... .. .. . . ..... .. . ,..� 1 x pickets fastened ' • with two corrosion ...••• resistant fasteners per • connection ••..•• ••.• . 2x4 horizontal pressure treated wood members with two corrosion resistant fasteners per connection 4x4 pressure treated posts embedded Tin concrete footing 10" diameter x 2'deep ALL wood must be pressure treated All fasteners must be corrosion resistant No less than two fasteners in any connection Welded/Mechanical Aluminum Fence •• •• • % •• 2"x 1"x .093" Provide cap —.74' MVx. . Tube Rail on posts. 1„ 2"x 1"x .093.Tu b;top.rap ... 2"x 1"x .093" 3/16"weld all 11. IL 11 17.7777 ,15" Channel rail around (optional to bracket) • • •'10 • 11-. Ae 14 L. 2"� 1..x A95' ' 2%2" x 2'/2"x .093" Channel Rail Tube postseCOratlVe CIrCIeS •• •I I I 1 1"x 1"x.062" • • • •• • •�"x �" rnour►t ng brackets Tube pickets (optional) • • • • •• • 2'/z"x 2'h"x.093" 1"x1"x .062" ' • Tube Pickets 0 Tube posts 48" P to 72" 2"x 1"x .095" Channel rail 2"x 1"x .093" Channel rail " 2 2 14" <4" spacing 22" 2500 psi Conc. 24" Typical fence panel UH U �I 12"0 Imo' �~2" Typical fence section 1� 2" Notes: + All components shall be shop welded using 5183 or 5356 alloy filler wire. UON i P P 9 Y 1" x 2" Mounting Bracket Components shall be powder coated after fabrication. (Attach with(2)#10 x 1 V'tec screws) Rails are punched for picket insertion. This fence does NOT meet pool code if under 58" high. `.LAAJI ►.I Attachment of rails to posts can be by welding or with mounting brackets as shown. A S S 1 t .r.. T E S Design: 2014 FBC, Sec 1615.2, &ASCE 7-10, wind speed 75 mph, exp. C. _ I NC Material: 6063-T6 aluminum or equal. William F. Flaherty,P.E.#25221 No changes allowed without written authorization from the engineer. 1351 SE 4th Avenue 60 Copies of this drawing without an original signature and seal of the engineer are invalid. Pompano of Beach,FL 33026 P g g g g Certificate of Authorization#26223 This fence is not designed for use as a balcony or other raised structural barrier. 954-562-9300 Samada Fence 3.3.15 Regulatory&Economic Resources MIAMI-RADE 11805 S.W.26`h Street Miami,Florida 33175-2474 Standard Wood Fence 786-31S-2100 Section 2328 FBC miamidade.gov W-0" Maximum Address: -a' (to Al 4 � r c� Fence Height: FT Fence Length: l < FT ***** IMPORTANT FOR USE AS A POOL BARRIER****** Outdoor swimming pools shall be provided with a barrier complying with Florida Building Code Sections 424.2.17.1.1 through 424.2.17.1.14. Access gates shall be equipped with a self-closing self-latching locking device located no less than 54 inches from the bottom of the gate. The device release mechanism shall be located on the pool side of the gate and so placed that it cannot be reached by a young child over the top or through any opening or gap. Gates that provide access to the swimming pool must open outward •avy from the pool. ;....; "' ' ThQ tV tj the barrier shall be at least 48 inches above grade measured on the side of the p"r&which'faceS away from the swimming pool. ...... . . . . '. Th$j4aXinum vertical clearance between grade and the bottom of the barrier shall be 2 .:.... iricJw measw6ed,pn the side of the barrier which faces away from the swimming pool. ..... .... ...... ..... .. . .... .. .... • ••••• - - 2X4 No.3 So. PINE PT .��... �•�.•• ••• o•• - � WOODRAILS (MIN) S10d ATTACHED OST WFOU . . i ...... .... . •00000 ALL NAILS AND CONNECTORS SHALL BE HOT DIPPED GALVANIZED 0 4x4 No.2 So. PINE PT = N SPACED AS FOLLOWS C� o w FENCE HEIGHT POST = 0I ABOVE GRADE SPACING X 6'-0" 4'-0" O.C. :�E of 5'-0" 5'-0" O.C. 4'-0" 6'-0" O.C. N WOOD PICKETS s/8" MIN THICKNESS I ATTACHED TO EACH RAIL WITH T.O. GRADE TWO 16 Ga.STAPLES 1- o III <:1= FINISHED SIDE OF WOOD FENCE III N 10" DIAMETER MUST FACE OUTWARD TOWARD =1 CONCRETE NEIGHBORING PROPERTY OR STREET FILLED HOLE per ZONING CODE 33-11 ♦SVAREs `i Miami Shores Village Building Department +-�� ►�` 10050 N.E.2nd Avenue ��OR[ DA Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CHAIN LINK FENCE DESIGN DETAIL (ACCORDING TO THE F.B.C. SECTION R4408.11) TABLE R4408.11 CHAIN LINK FENCE MINIMUM REQUEREMENTS Fence Terminal Post Line Post Dimensions Terminal Post Line Post Concrete Heigrt (ft) Dimensions (in inches) Concrete Foundation Size ••• ; ; •6(jn inches) (o.d.X wall thickness) Foundation Size (diameter X depth) • .....; (o.d. X gall thickness) (diameter X depth) (in inches) 0 0 : (in inches .:�. . Up to.4.. 1 ..22/8 x 0.042 15/8 x 0.047 10 x 24 8 x 24 •••; Over-46 6 1 ;-44/8 x 0.042 17/8 x 0.055 10 x 24 8 x 24 ..... .. . .... ••••; For St I imch=254"m!• • NOTES 90.969 ;T.. This tabld 15'dppllcable only to fences with unrestricted airflow. '2. 'FAbric: 12'/*%,ge minimum, Black or Green. .3•."Tension bands: Ose one less than the height of the fence in feet evenly spaced. V 0 Fabric Ties:Must minimum the same gauge of the fabric. 5. Fabric Tie Spacing on the Top Rail: Five ties between posts evenly spaced. 6. Fabric Tie Spacing on Line Posts: One less than height of the fence in feet, evenly spaced. 7. Either top rail or top tension wire shall be used. 8. Braces must be used at Terminal Posts if top tension wire is used instead of Top Rail. 9. Post Spacing: 10 foot(3m)on center maximum. 10. Post shall be embedded to within 6 inches(152 mm)from bottom of the foundation. 11. In order to follow the contour of the land, the bottom of the fence may clear the contour of the ground by up to 5 inch (127 mm)without increasing table values to the next higher limit. NOTICE TO PROPERTIES WITH POOLS: If the fence is to meet the criteria as a pool barrier,the fence shall not be climbable and all rails must be placed facing the inside of the property. Pedestrian gates shall have self-closing and latching devices installed at the minimum of 54" above ground.For further details see Section R4401.7.1 of FBC. CONCURRED Created on 5/22/2009 MLDV;06/22/2015