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FW-15-2969 Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-248423 Permit Number: FW-11-15-2969 Scheduled Inspection Date: January 12,2016 Permit Type: Fence/Wall Inspector: Rodriguez,Jorge Inspection Type: Final Owner: JONES,WILLIAM Work Classification: Wood Fence Job Address:379 NE 94 Street Miami Shores, FL 33138- Phone Number Parcel Number 1132060136130 Project: <NONE> Contractor: SAMADA FENCE INC Phone: (305)720-6344 Building Department Comments ALUMINUM FENCE 5' HIGH BLACK AND 3 GATES, Infractio Passed comments WOOD FENCE 5 HIGH. 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 11,2016 For Inspections please call: (305)762-4949 Page 15 of 34 P M F Perm ' 1 5-2969 Miami Shores Village /t �,FDn6mall 10050 N.E.2nd Avenue NE � lltClSS1 �ftq£1. t3pt #1 G Miami Shores,FL 33138-0000 r h errrt�t Staftr .APPROVED ties Phone: (305)795-2204 01d Expiration: 111 Project Address Parcel Number Applicant 379 NE 94 Street 1132060136130 WILLIAM JONES Miami Shores, FL 33138- Block: Lot: Owner Information Address Phone Cell WILLIAM JONES 379 NE 94 Street MIAMI SHORES FL 33138-2842 Contractor(s) Phone Cell Phone Valuation: $ 2,395.00 SAMADA FENCE INC (305)720-6344 Total Sq Feet: 44 Approved: Available Inspections: Comments: Inspection Type: Date Approved:: Final Date Denied: Foundation Type of Construction:Wood Fence Additional Info:ALUMINUM FENCE 5'HIGH BLACK I Review Building Classification:Residential Scanning:3 Review Planning Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $1.80 Invoice# FW-11-15-57876 DBPR Fee $2.00 DCA Fee $2.00 12/07/2015 Credit Card $67.80 $50.00 Education Surcharge $0.60 11/25/2015 Credit Card $50.00 $0.00 Permit Fee-Wire&Wood $100.00 Scanning Fee $9.00 Technology Fee $2.40 Total: $117.80 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,WINDOW ,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information islacc to and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore,I authorize the above- e yontr t r to do the work stated. December 07, 2015 Authorized Signature:Owner / Applicant / Co actor / Agent Date Building Department Copy December 07,2015 1 Miami Shores Village Building Department NOV 2-q2015 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 �( Tel:(305)795-2204 Fax:(305)756-8972 uu INSPECTION LINE PHONE NUMBER:(305)762-4949 G J I:Bc 20 /Y BUILDING Master Permit No. RA)IL - a9 PERMIT APPLICATION sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL [:]PUBLICWORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP 11 CONTRACTOR DRAWINGS JOB ADDRESS: 3 "T 9 / S I" City: Miami Shores County: Miami Dade Zip: 33 �•3� Folio/Parcel#:li.2i ( a-0 W © 13 (2 () Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: T,, II r-\— OWNER:Name(Fee Simple Titleholder): ''w� I l 1� ,, �"� ay r-e-i e S Phone#:.3 O T" 9-7 4- 4-Yr�o Address: 3-)9 6— 9 N S y- City: 9', Ct,.M ' c�L.Gr�-i State: L Zip: .�3 13 8 Tenant/Lessee Name: Phone#: Email: c �1 CONTRACTOR:Company Name: JQ,�^''�1C'r t �/!/! L 'e. �►'►G Phone#: 9 S_Y—.rJ_' 'NrY Address: :�))d 10 W � / S.1e f City: D`+ A Al�'e - ' l (' State: /'� Zip: 320 Qualifier Name: 5e.,sl O 1�• J AA vl&A 0, Phone#: State Certification or Registration#: Certificate of Competency M DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: \\ t Value of Work for this Permit:$ d- 3 9 S• O O Square/Linear Footage of Work: y y Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: A 0 L4^-o,'% v%_*_� ,C-a-"c..p S� �� Q,L, !Q L �L 3 G oz.s /y o o ja s' I; Z► . Specify color of color thru tile: Submittal Fee$ �5 0 - CA-) Permit Fee$ :1000 CCF$ CO/CC$ Scanning Fee$ q Radon Fee$ DBPR$ Notary$ Technology Fee$ a# 4 Training/Education Fee$ 0, Double Fee$ 0 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 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. Signature Signature 10191� OW r NT CO CTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this 13 day of A/V 2/ 20 t—r by ((��/-3 �Jd day of /V ITS+-�+��''- ' 20 el r , by W i ll ti A,r" "I 5 V v%" who is personally known to Je ss o � 1. �'&.c.-Cg&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. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: CI Print: Ney Avila Print: :``C@x•' 6',, Nenj Ada COMMISSION#FF136164 �= COMMISSION i#FF136164 Seal: aF1 EXPIRES: July 17, 2018 Seal: = oma; - EXPIRES: Juy 17, 2018 -''�•;�oFA .�`� WWW.AARONNOTARY.COM -%� O`` '�n„�,A,;,,s``` WWW.AARONNOTARY.COM 1*17 APPROVED BY Plans Examiner oning Structural Review Clerk (Revised02/24/2014) e s Miami haresVillage $4 @i9B9� Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel; (305) 796.2204 Fax: (305)756.8972 CPDD FENCE DETAIL 0 Shadow Box 0 vertical Picket Board on Board Fences< =6' high posts spaced at 4' on center maximum Fences< = 5' high posts spaced at 5' on center maximum Fences < =4' high posts spaced at 6'on center maximum Fence must not exceed 6' in height 1x pickets fastened with two corrosion � 0 resistant tasteners per • ' 00 • • connection 09. 0900.. 000 • . 600000 .099.9 . .0 •• . 9000. .0. . .00. . 1 11 •0000: •:•• ••• 0000 2x4 horizontal • • • • • ••• pressure treated 0000.. 9 . ...00's, wood members 9:0990 ..i• • With two Corrosion . ';"' . resistant fasteners ' • per connection 000.00 0000. . 4x4 pressure treated posts embedded 2'into 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 Revised 06/222015 S`AKETCH OF BOUNDARY SURVEY SCALE: 1" = 25' `�5 LOCATION MAP SITE PICTURE 20 38 ALLEY marni Shores Village r _ �D>ti _.. _. . BY DAT i h 0 Asp 9 F.I.P. g' , e. FLP IAiam sw en n 3 a :: : S88 52 43"W 150.00 M&R 3/aa� e; / . (n8 cop) (nd'COp) eC Tri '1191�L� IT f I [ ] e wG 4a,, i . A/C Pod Conc. 23.15 •a' Planter 9.0' ��` 35.00 fir, a[D„Das ' .. , - - - N tlLi 9, r I .Y. (3 x3) ®16.10 � 14.0' v v v.i v 3� � Eley.11.0 9* 04 6.0' o }t p 0 �, �i vvv Ire' C'.�y`�11H Al-I f-F-Df 8 8.40 2.0 VJ P O O Q7 ll.. �kUy 0.7'c1 1 STY CBS x v v\ C cit RESIDENCE o 0 4.7 c;i N o �� J C - - ---....._----- F.F.Elev.11.10 ^ v v n a 4.15' 19.25' 5.10' 10. 0° W . 2 n 7 an er M �i v o L A ` q a s s �;'�✓ Plonter �� . o§v v 9.5' v v v�v a 0 .4✓v��� '6. v ,Tiled ..,'. �•' � r � -- a� Tiled'v v v i v JOcuzzi my�i v`Pool\" a W J e F u vu o vv �; vvu ✓v es'Ln L `Q Trl^n 4' C.B.S. � v��/yam p� 4 v v�3.5°'�v v s �V o VIC) Id Wali a vwv `9.1' i� vv . N rn E .. > Y. 04 cEa Ln ,� 0 25.15 U) Y O+ iA Plonter r a;i..a 00 r O . p <'Ci - mQ 15.70' [d 5.0':¢ I '14.5% r. G $E A/C Pad 0 CL�y o �, n er �- O (2'x2') - .. = X5 SPECIFIC SURVEYOR NOTES: o Elev.11.00 s: .50 21.40 p . Cy '' ,� .�,.,I'. ®THE PROPERTY DtSO�ON THIS SLWtVEY DOES NOT t�WlTHIIV A .HA7ARD AREA AS DEFINED BY THE FEDERAL Q+ERG6VCY Lf, J d¢$ I C.B.S. I 2 STY CBS 9.0 43.00° N RAID z TFIE FLOOD> RATE MAP T AS C 1Y MEL No. 12A662-3021..WITH AN EFFECRVE DATE SEE:TEi 1 4 N15.55t� r Additn RESIDENCE 6.00° 15 0' E. N 'ol Q LAND AREA OF r PROPERTY:1%2=sF F.F.EIev. 11.00 No. M �- ° : ®FLEVATEdrs ARE BASED av TME NATIavAH GC-0DErcc vERIICAL CA."CtOm OF 1929,AS�MIAMI DADE COUNTY MIC+KAM Na N-§�vulTHi AN tLEVATIdd OF • A/C Pod F.F. . 11.15 / c r' /' I Carport ® � N HEREON AM BASED ON AN ASSIW�E MERIDIAN�N.01°35'2TVY.,tlG THE RE3CORDW E FOR THE CBrTE3ttINE�NZ 4th AVE.,AS SHOWN ON FLAT BOOK 10 AT p (3 x3'} 24.00' P N Z PAGE 70 of TME Pil&I<RECORD OF MWNI CauNrY RARIDA Z EIev.10.70 4 0.6'cl „ N oI Porch p GI340M SURVEYOR�: N OV 21�2015 l 1 i •••�8 10.40' O THE SHOrYN LEGAL DESCRIPTION USED TO PERFORM 1}IS B�IDARY SURVEY WAS Ems@ BYTHE amm. i •..• ••A7n • 17.20 c0 • 2 ^ 25.20' 43.30' E%2"0 00 SURYEv S ON Br�Rh9ATECWV PROVIDED BY alert.NO SIC SEARCH of THE Ply IC t HAS BEEN MAS BY OUR alb `�ii� ••••••. . (no cap) • . • . . UNFSS NOTED AN EX44INATION OF THE ASIS M CT OF TITLE WAS Nor DAVE BY THE S SURVEYOR 10 DETERMINE WHICH INSiRLW�VTS,IF ANY ARE AFFECTABG TME StW�CT • ';•j7pf; t,.1,n �j� a P�ern. • •..• • •• i• •• `, 7FLLS f l5 ExaASIdE Y Ft1HE L THE PARTIES TO Wlia•l IT WAS ate. j • • • • $ ` ® PURSUANT TO RULE 61617.6 OF THE FLORIDA ADMINISTRATIVE ODOE THE E>d�USE OF LANDS&DURBAN,THE MINt4�W1 RELATWE DISTANCEACCURACY FOR THIS TYPE OF SU VEY S 1 nu ••.• •.• v •••••• • • O FOOT IN 7,500 FEET.THE Alf OBTAINED BY PEAAAI9�YT AND CALCUUTIM OF a.�GE OMM F WAS FOUND TO EXCEED THIS HI WRE?4E fT. •.•• •• •••• d N F.I. o,5� ••: •••••• I 9.0' Cby AH srns A�uBYs uPaNT}�st1B>ES'rTHE DVAOMMENTS� RiY o1H THE SUB3ECr PROPERTY U30N sau THISBaJNr OR ALLE<s ro)BYTFIE HO • no vap) '� • ••.•.• 8• q • ••w' a ' S I dEs • S88-52143"W 1 50.00°(M&R ' _u a a Q F.I.P. THERE ARE NO VISIBLE EAS OR RID-IT-OF-WAY OF WHICH THE l CSM HAS BEEN ADVISED OTHER THS�1VN ON THOS SUMMY. •• s 3/4.0 • • • • s• (n0 COP) THE MAP OF stsly-Y IS Vfr$CM TO EE DISRAYM AT THE StiM GRAPHIC WALE IN MLISH UNTPS .IN SOVE CASES GRAPHIC REPRESENTATION HAVE E�1 EXA�tATED TD • • • MORE CLEARLY IILUSIRATE A PARTICXAAR AREA W RE DRASN EQPIS MALI HAVE PRE F OVER GRAPHIC LOCATION. • • 22' Grossed POrkWay THE ELEVATIONS(EF A"OF WELL-MENTIFIED FEATURES AS DEPICTED ON THIS SURVEY AND MAP WERE ME A�®TO aN ESRMATED VFJCTICAL AUEERACY OF 14o FOOT FOR NATURAL 'LpO C WrD SURFACES AND Yw FOOT FOR H SURFACES,mx.1.L M PAVEMH4T,CLM srarm K9 AND OTHER wj00% E 61RUCnas PINI THE SURVEYOR MAIDS NO RE PR�NTATION AS TO ON ,PSN CR OCCUPATION OF THE Slimy PROPE3m BY ANY E NTM OR IN61 mm- 1 .0' ANY F64A FLOOD ZONE INFORMATION PROWDED ON THIS SPM IS�INF TICNAL ONLY AND IT WAS OBTAINED AT WVVW.FEMA.C3. 1� IF YOU ARE READIPIG THIS BOUNDARY SURVEY IN AN ELECn�IC FORMAT,THE NATION CONTAINED ON T10.S DOCUMAENT S ONLY VALID IF THIS D=MW S Y S AS '. 21' Asphalt Pavement'. DOB` 9 IDH 01APTE R 61.17.M THE FLORIDA A0M1FSiRAM OODE.IF TM DOCUMNT IS IN PAPER FORMAT,R 6�r VALID WRH�tIr THE s16NATURE M!D a ►frAE IWSED 5E14L OF ... .' ................ THE L.LAND SUR AND MAPPFR CF E ....... .. -. THERE ARE NO VSWLE�IT'OF THE RMECT PROPERTY 7 5 TOTAL :. H,', ', THE SU�(T PROPERTY S WmiIIV A EnAD4 MIX t NOTE i) PUBLIC R/W '.' .:': N.E. 94'th S T. :.... IN PLALOTS 15,16FANND T BOOK 1BLOCX0 PIC RE6OF KAK SHORES SECTION NO.I.� CTO THE T THEREOF,fl � THERE ARE NO PLATIT�LRIL.EASB'3EtrT�l h E TIS StlltTPOLTY ...........I.............. ABREVIATION(IF ANY APRT M) I Ht�Y C ERIVY THAT THE ATTACHED SXETar CF`BOIWVDARY SURVEY°AND THE SURVEY MAP RFSIkTING THS►CF THE ADM OESO NED FROSTY IS A 1NA AND C=20 mwdmaATar .a avE PM•Pqp aqr StIftVEYOR'S LECa1 ND ETF ANY APPIj®) OF AFIELD SURVEY MAM UNDER MY DIRECTION PIVD MEETS THE WENT OF THE APPLICABLE OF THE"I AKA M TES STANDARDS FOR LAND 9_K* NG IN T�STATE OF R.ORMW ,&-.n W01411e-T PAA..Pm•+T DP eEcunwe -- ---- PL NT TU RULE W-17 OF THE FLORIDA AMW46MTM 000E MID ft9 @API.E M(E3)LAW,CHAPM 472.027,OF THE FLM=STfflW . &.Ilq[T POA PDDR is=.MCE.[nT ' au..MCK wAvs P.c.Pau,oP_TM M/Dm•.•E[aa coarm, PJ..MIT DP w EMCT IA cuatc,•w.angrm v.PPOPtnTr[es S1Rllglf�(�DG.) O WNW .. - N w•C4Tpf DgEm PP..PoT6T+PRE e.ea.COTCR E e�aa sTnueTTJu Pau.OepWM[Nr F[P¢q[TTtt Ca�TE&CC %%u O.E. OYEWM ELECT. - ®/ p�0�/°!/y -��y"/�/y�� /��1 /q�� /� y/� 10A j Dau a[o�aa,u.a uaTnr,EADEVWT x'Tno_P �'iT.xDD+c. ___.�dpi.F a� FINYHi POIE WILLIAM 1 JONES American e/ can 8eJ a(r°u<IV es o f Mbar�°iI U, Corp.o ' O e.DUTETaT aec.(R,-TrccmmD FF.H)Q? '� U%1T PW Consulting Engineers . Planners . Surveyors EIEV..El[VAi10.V F/a.ftlQlT O/•q'I l71AATlLEtlC o Ed iPino eue.n,wagauegT sec.uenar �,wtnmtcAP snuE SITE ADDRl3S: 379 N.E.94111 STREET,MIAMI SHORES,F!.33138 : PAM.MAD DDLL TW[e W.-E[T OPLLI.tta[ OM WOW l>f3C WCcK PN..FD[MtUWWT Sq/D.E[T TM➢,q!.D.SL P.n/D.,Dwm.qn quD wsc sT P..9T.DV PwE ASPWTWAREAS T7 H[MICAP SPACE 308 NUMBER: 1+527 9360 S.W. 72nd Street, Suite 200 P SIi I,��. ANq' VEYOR IIP..FWP*wog PIPE sea.srr.cage44 F.Na3 771 Pa.Pte" - -En�•mvrtu>g Miami, Florida, 33173 � �... eP..uoR Poe s®[-E6EYgtK DATE OF SURVEY: MAY 17,2014/NOVEMBER 02,2015 OA �E sa,.uc soca TAP..TDP DP D.. ® � WAT�VALW LB 6683 PH: (305) 598-5101 FAX: (305) 598-8627 C SURVE ux.uuma[ tP.um.usPmE PaO}�App b TY{ABIE eax : tea .SE��Pa[ ® T� � � M y� FOLIO NUMBER. 1i-3206-013 6130 ASOMIAMI.COM DATE: NOVEhffiETt 04.2015 un.A.TD sc.Tc ® W CLEAN aur NOT VALID WITHOUT THE SI(14ATURE AND RALE SEAL OF A FLORIDA LIQ SURVEYOR ARID MAPPER r 2.625" Mechanical Aluminum Fence & Gate* A fence 60"high or more with two rails plus top cap with 1" 2.468" Not designed for use as a balcony rail or other raised structural barrier. pickets spaced 5"CC with no decorative rings or scrolls has 0581, more than 75%opening. Pickets may punch Pickets are punched 1.625" '052„ -*11 219” through mid rail or through top rail , stop at mid rail Top Cap „ 6" Max I 60 Max. HR-12 Mid Rail HR 10 Cap Detail p 4 HR-1 Ca Detail (optional) < „ e � �IF _. P - � o tional , (w/snap plate HR-2) (w/snap plate HR-11A) � •, HR-13 or HR-5 000 ` 1.795" 3000 PSI Conc. <4" Optional Decorative Pickets 72" Max 3 • Structure --► Rings or scrolls (top of pressed 7 „ spears or top rail) 1.625" 45 Min. i i �, � , 070" 895" (for pool code) 2"x 2"x.125" Wall Mount Brackets ? R-12 Tube Posts i I (Attach to wall w/(2)'/<"x 3"SS Tapcons&to A. Bottom Channel Cap&Channel w'(2)#12 x'/<^SS SMS) 1„ HR-3 Bottom Channel Detail 093... (W/snap plate HR-2) . " Cast Aluminum 2" HR-12 Channel Detail 12"0 x 24"for up to 5' <2„ <411 Shoe L:3000 PSI Conc. -- �- fence height, 14"0 x 30" 3000 PSI 3"0 x 3'/2" Core Structure for over 5'to 6' OnC. (Fill with Sikadur 32 hi mod epoxy with sand aggregate) 3/a" (see detail below) Post 2„ 60" Max. ► Magnetic latch Bottom Rail 066" or gate under 54"high) 040°' ,/„ Self closing FSI 5"x 5"x/^ — #14 x'/<"sMs EA. Alternate Attachment hinges Self CI,OSinc�,lath MOUNTING SHOE SIDE OF CASTING (2"x 2"x 3316"angle(attach to walls 9 �► w/(2)/< x 1/< embed Tapcon screws) 18"x 18"x 1/4" t3„ HR-4 Post Detail HR-13 Picket Detail pleaaia t (w/snap plate HR-2) 2"x 2"x .125" (where Req'd) ' ` - Min. 4"3000 Tube posts 11 11 11 1111 56" Max psi Conc. HR-4 Post X1.800 -1 H R-13 or H R-5 „ ...... " �� 1"x 2"x .093" Tube Frame pickets Cast Aluminum Shoe Detail HR 12 0•6000 • • • (4)%"x 1%"embed tapcons,Min.3"edge distance. Channel •097" Dose 1.465" 040" ill 1•T • • • �.•�.. .. ..• 12"0 x 24° T2' oDDDD Do " 3000 psi Conc.L-1 r Min-►I ai 3"typ A Aeta� z� ••�••• HR- w/ Posa HR-5 Picket Detail i�'� � � ?.t. *:Dose ( PP t� :FJ-gl Self Closing Gate Detail .a D D (us:far"sts up.to 42".1-1 igh) (48'to 56"high max.) ° 3 (welded) 'IV'ofes: D •'e •••••• Core Mounting Detail 1. Design: 2014 FBC, &ASCE 7-10, wind speed 75 MPH, exposure C. Max total fence height is 6'(including pressed spears). ,, (Fill with Sikadure 32 Hi-Mod.epoxy 2.All components for fences are connected with#12 x 1'/"SMS screws. Fill all bosses. ! ' extended with sand aggregate) 3. Fence panels and gates shall be powder coated or factory finished for corrosion resistance. No aluminum in direct contact with concrete. Self Closing Hinge Detail 4. Gate frames shall be shop welded by certified welder. Use 5356 filler metal,weld 1/4"all around. (Attach w/(4)#12 sons screws) 5. Pickets can be pressed spear top or molded plastic finials of any shape. Attach molded finials with (2)#10 X 1"SS screws. 6. Soil compaction around footings shall be 98% optimum density(2500 psf.-l'1'i;inimum capacity 7. Core drilling must be a minimum of 3'h"from any concrete edge(to edge{o i ole)' 8. Materials: 6063-T6 aluminum fence and gate, components: structural quality molded polymers or zinc coated cast fittings. post . 9. Pool code requires all gates to open out and be a minimum of 48" high and have no opening more than 1/2"within 18" of latch. .:i s; 10. No inspection was made at this jobsite and the design depicted herein is based upon data supplied by the contractor.This engineer is not to be held FLATIi liable or in any way responsible for the use of any inaccurate information.The contractor shall field verify all measurements and information used in this AS04T design before any changes are made to field conditions, and the fabrication and the installation of the materials. Magnetic Latch Detail `-=-'�`" 11. If field conditions differ from the information or measurements originally presented to the engineer, the engineer should be consulted and given the (Attach w/(4)#12 SMS screws) opportunity to make any necessary adjustments to the design prior to construction. William F.Flaherty,P.E.25221 12. No changes to this drawing are allowed without written authorization from the engineer. N 1351 SE 4th AvenuePompano Beach,Florida 33060 13. Copies of this drawing without an original signature and seal of the engineer are invalid. certificate of Authorization#26223 14. The contractor shall hold the engineer harmless for all fabrication and installation anomalies, inaccuracies, quality of workmanship, etc. Typical Automatic Latch 954-562-9300 Samada Fence 8.25.15