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FW-14-2259 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-222884 Permit Number: FW-10-14-2259 Scheduled Inspection Date: November 07, 2014 Permit Type: Fence/Wall Inspector: Rodriguez,Jorge Inspection Type: Final Owner: RODIER,ALEXANDRE& EMILIE Work Classification: Iron/Ornamental Job Address: 1009 NE 104 Street Miami Shores, FL 33138-2655 Phone Number Parcel Number 1122320290140 Project: <NONE> Contractor: HOME OWNER Building Department Comments INSTALL APPROX 235 HIGH BLACK MECHANICAL Infractio Passed Comments ALUMINUM FENCE AND 2 GATE AROUND POOL. INSPECTOR COMMENTS False Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-222493. CREATED AS gn REINSPECTION FOR INSP-221618. Not ready Not ready, second time Failed Correction Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. November 07,2014 For Inspections please call: (305)762-4949 Page 13 of 17 Miami Shores Village - ��`�1 Building Department n(-.T 0,14 10050 N.E.2nd Avenue, Miami Shores,Florida 33138 y- Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20 (� BUILDING Master Permit No. �P- ' �- �' PERMIT APPLICATION Sub Permit No.zist ` �— `���9 ❑BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS [:] CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 100-gl � City: Miami Shores County: Miami Dade Zip: `33 1 3 Folio/Parcel#: Is the Building Historically Designated:Yes NO Occupancy Type: Load: nn Construction Type: (� Flood Zone: BFE: FFE: tC OWNER:Name(Fee Simple Titleholder):� zal: C0- Wua�n Phone#: 190 2.5 � 19 Address: lcoaa N C 'Zd� City: E/f"k f/ln� State: I�� Zip: J 7 3 a � Tenant/Lessee Name: Phone#: Email: ee-x nn,;, vrlc CONTRACTOR:Company Name: Phone#: Address: City: State: Zip: Qualifier Name: Phone#: State Certification or Registration M Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: I>r? City: State: Zip: Value of Work for this Permit:$ Square/Linear Footage of Work: ?- 3 Type of Work: ❑ Addition ❑ Alteration New ❑ Repair/Replace ❑ Demolition Description of Work: /tj S T-A t L 4-f /L-0C GC6 L CK' /44 C Jk- P, I'&-- Inc•--/-- - �—s-- aL G /�'-"� �-T�-7-0 Specify color of color thru tile: Submittal Fee$ L-`�1 Permit Fee$ �� CCF$ CO/CC$ Scanning Fee$ Radon Fee$� �� I DBPR$ Notary$ Technology Fee$ - SC-) l Training/Education Fee$ ' e2_0 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 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 OWNER or AGENT CONTRACTOR The fore o nit was acknowledged before me this The foregoing instrument was acknowledged before me this g "15 day of20 k "—i ,by day of ,20 by Q= c Ltra-p A• MA(-��who is personally known to ,who is personally known to me or who has produced -FL, L—L 0-,c--toSE 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: Print: Print: Notary Public State of Florid® Seal: "` Seal: Sindia Alvarez hj My Commission FF 108750 pip Expires 09/03/2018 IAOSAFNA NA APPROVED BY Plans Examiner s ��1 / / Zoning Structural Review Clerk (Revised02/24/2014) Miami Shores Village eggs Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305)795.2204 Fax: (305)756.8972 OWNER BUILDER DISCLOSURE STATEMENT NAME: Lp DATE: ADDRESS: t®©g dl ,!!� ✓COQ( ac 4�jt@ � 12�� _ 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).And I have read and understood the following disclosure statement,which entitles me to work 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 a licensed contractor.You have applied for a permit under an exception to the 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.You may also build or improve a commercial building at a cost of$25,000.00 or less(The new form states 75,000).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 complete,the law will presume that you built for sale or lease,which is a violation of this exemption.You may not hire an unlicensed person as a contractor.It is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances.Any person working on your building who is not licensed must work under your supervision and must be employed by you,which means that you must deduct F.I.C.A and with-holdings tax and provide workers'compensation for that employee,all as prescribed by law.Your construction must comply with all applicable laws,ordinances,buildings codes and zoning regulations. Please read and initial each paragraph. 1. 1 understand that state law requires construction to be done by a licensed contractor and have applied for an owner-builder permit under an exemption from the law.The exemption specifies that I,as the owner of the property listed,may act as my own contractor with certain restrictions even though I do not have a license. Initial 2. 1 understand that building permits are not required to be signed by a property owner unless he or she is responsible for the construction and is not hiring a licensed contractor to assume responsibility. Initial 3. 1 understand that,as an owner builder,1 am the responsible party of record on a permit.I understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own name.I also understand that the contractor is required by law to be licensed in Florida and to list his or license numbers on permits and contracts. Initial_ 4. 1 understand that I may build or improve a one family or two-family residence or a farm outbuilding.I may also build or improve a commercial building if the costs do not exceed$75,000.The building or residence must be for my use or occupancy. It may not be built or substantially improved for sale or lease.If a building or residence that I have built or substantially improved myself is sold or leased within 1 year after the construction is complete,the law will presume that I built or substantially improved it for sale or lease,which violates the exemption. Initial 5. 1 understand that,as the owner-builder,I must provide direct,onsite supervision of the construction.- Initial-49 onstruction.Initial, 6. 1 understand that I may not hire an unlicensed person to act as my contractor or to supervise persons working on my building or residence.It is my responsibility to ensure that the persons whom I employ have the license required by law and by county or municipal ordinance. Initial . 4 7. 1 understand that it is frequent practices of unlicensed persons to have the property owner obtain an owner-builder permit that erroneously implies that the property owner is providing his or her own labor and materials.1,as an owner-builder,may be held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or employees while working on my property.My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an owner-builder and am aware of the limits of my insurance coverage for injuries to workers on my property. Initial 8. 1 understand that I may not delegate the responsibility for supervising work to be a licensed contractor who is not licenses to perform the work being done.Any person working on my building who is not licensed must work under my direct supervision and must be employed by me,which means that I must comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act(FICA)and must provide workers compensation for the employee.I understand that my failure to follow these may subject to serious financial risk. Initial 9. 1 agree that,as the party legally and financially responsible for this proposed Construction activity,I will abide by all applicable laws and requirement that govern owner-builders as well as employers.I also understand that the Construction must comply with all applicable laws,ordinances,building codes, and zoning regulations. Initial 10. 1 understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service,the United States Small Business Administration,and the Florida Department of Revenues.I also understand that I may contact the Florida Construction Industry Licensing Board at 850.487.1395 or http://www.myfloridalicense.com/dbpr/pro/cilb/index.html Initial 11. 1 am aware of,and consent to;an owner-builder building permit applied for in my name and understands that I am the party legally and financially responsible for the proposed construction activity at the following address: Initial 12. 1 agree to notify Miami Shores Village immediately of any additions,deletions,or changes to any of the information that I have provided on this disclosure. Initial Licensed contractors are regulated by laws designed to protect the public.If you contract with a person who does not have a license,the Constr4uction Industry Licensing Board and Department of Business and Professional Regulation may be unable to assist you with any financial loss that you sustain as a result of contractor may be in civil court.It is also important for you to understand that,if an unlicensed contractor or employee of an individual or firm is injured while working on your property,you may be held liable for damages.If you obtain an owner-builder permit and wish to hire a licensed contractor,you will be responsible for verifying whether the contractor is properly licensed and the status of the contractor's workers compensation coverage. Before a building permit can be issued,this disclosure statement must be completed and signed by the property owner and returned to the local permitting agency responsible for issuing the permit.A copy of the property owner's driver license,the notarized signature of the property owner,or other type of verification acceptable to the local permitting agency is required when the permit is issued. Was acknowledged before me this ( 5 day of ®MMQ-, 20 1 `� By PVCkPe0X;'?JC-- V Mg� who was personally known tome or who has Produced there License of as identification. 70 OWNER NOTARY �`''D`°` Net"P-J 0-"ll@StPIaHal Sindl®AIWOFN �j My Oomrois"e FI`9§ff5a �tOF1W Explr�s09/®3/�1® SKETCH OF Fences Good Side Out. The vertical and horizontal A. R. TOUSSAINT & ASSOCIATES, INC. BOUNDARY SURVEY suppr)rtirn] members of a fence shall face the LAND SURVEYORS C-8 B/SCA YNE CANAL interior of the e rint on which the fence is located FLORIDA CERTIFICATE OF AUTHORIZATION N0. LB-273 aFp 1 g 620 N.E. 126 ST. NORTH MIAMI, FLORIDA 33161 FD D.H. and the finished shall face the adjoining D.H. 134,87' PH: 305 891-7340 FAX: 305 893-0325 f _ FB: 556 PG. 70-71 DATE: JAN. 7, 2014 lot or any c,. ORDER No. 14894 \T SCALE: 1" = 20' 0.7 WIDE CONCRETE SEAWALL •71 = 1. �l 35.15 K c� �r-srr.cas ' C-8 BISCAYNE CANAL � `t' `1'`L. ._ ��ti �–�•,1'OFFICE��,'�,� ' ' ci S CLR. t.•. . COs BU/LDING�� o s?. tsa.87' 75' v rx`L ° L--- 1915 62' 15 14 13 12 11 10 �1• 1 7.331 75' » » » �, 43AV 4.5' KI N.E. 104th STREET O .Sj�iy n �� a a- .;`. Ci�n� Y n 'QQ� V• �� 28.52' 7V » fr » ,y . .... . ti °°• S 1• O 70.55 75' " " " sssis• • s s sss• • •10.21' •••• • LOCATION MAP LEGAL DESCRIPTION: •••••• • ••• ••�• • m -m CD SCALE: 1"= 100' SURVEY OF LOT 15, BLOCK 1, OF "EVENIN631DE", • • • ACCORDING TO THE PLAT THEREOF AS JWCOO®® IN PLAS c 0 o® BOOK 44 AT PAGE 53 OF THE PUBUC;RECOMS OF, • •,•• • o ca lul MIAMI–DADE COUNTY, FLORIDA. :09499 _ .9 c _� C • W • • •.•� • ��na UL ! �. ��D9° C� 01'' •,q. �L� �L LEGEND: SURVEYOR'S CERTIFICATION: ••e••• • `�► a :'•`• . A.C. Q � NE WE HEREBY CERTIFY THAT THIS SURVEY IS TRUE AND CORRECT 0 100 '_ Y C B.S. CONCRETE BLOCK STUCCO TO THE BEST OF OUR KNOWLEDGE AND BELIEF AS RECENTLY x . GONG = CONCRETE SURVEYED AND PLATTED UNDER OUR DIRECTION AND THAT THIS `� >,:. ,> .:: .::.'::. . .• aer cc c� r ENC. .m ENCROACHMENT S_ 'f, rt' a FOUND SURVEY COMPLIES WITH THE MINIMUM TECHNICAL. STANDARDS FOR --CONCRETE:° `:_ :.:'.'v.' P • �' -�y a PROPERTY LINE LAND SURVEYING IN THE STATE OF FLORIDA, UNDER RULE 5J-17 1 :DRNEtiNAY°';::':; m a REGISTERED LAND SURVEYOR No, FLORIDA ADMINISTRATIVE CODE, CHAPTER 472.027 FLORIDA WM WATER METER STATUTES. NOT VALID WITHOUT THE SIGNATURE AND RAISED SEAL OF THE REGISTERED LAND SURVEYOR SHOWN HEREON. Miami Shores Village M APPROVED BY DATE o tiGa� .'• I A.R. TOUSSAINT & ASSOCIATES, INC. ZONING DEPT (G(m to EL C) /� N P`'Q B u, c I BY: Id�x1D PRES. BLDG DEPT ALBERT R. TOUSSAINT '05"\ REGISTERED ENGINEER NO. 8939 I If1JECT TO COMPLIANCE WffH ALL FEDERAL i� L 85, I GISTERED LAND SURVEYOR NO. 907 �r 3 .00 AS�WT PAVEMENT STATE of FLORIDA ArF AND COUNTY RULES AND RFGULATIOIiA r\N oo � N.E. 104 th STREET DATE: TITLE 3a- 107 24.5'_ JAN. 7, 2014 1009 N.E. 104th STREET; Fl) c3 U43 15 P) 41.38(M FID .P. 35.00' ��t Ste: MIAMI SHORES, FL. 33138 0 20 40 60 1" = 20' SCALE: 1 INCH = 20 FEET DRAWING NUMBER SHEET DRAWN BY: 14896 1 OF 1 RS REV I DATE I REVISION DESCRIPTION I BY I CH I COR APR ORG VA • ••a.•! ! •e•e • •• • •o e e • .e.•s• •o•e•e •..lar s • 4 •.•••• • •• •e .• • o•i••• ! •*so • p III + • es ii r� 1 BEN MECHANICAL AL U AT AT GATE EXTRUSIONS DRAWING VALID ONLY WITH FRANKL.4?_11. RDo,P.E. TOP/INTERMED/BOT7 #PE004654 6061-T6 MINIMUM. ORIGINAL SIGNATURE AND �*OHCE (NON-STRUCTURAL, DECORATIVE BARRIER,TYPICAL INSTALLATION (GROUND LEVEL ONLY) (HVHZ ONLY) RAIL MOUNT EXTRUSION TOLERANCES TO BE PER RAISED SEAL.VALID FOR 500,'7 �_ AINTERMEDIATE SEE TABLE FOR POST *PICKETS MAY RUN THRU RAIL INDUSTRY STANDARDS OF FENC W3 AT t_ --- I ®�l�` �`�SPACING REQUIREMENTS PERSEALED DRAWI13GRAIL,TMP. OR STOP AT INTERMEDIATE - -- FoiP,P.E. PICKET,ATTACH W/ *3%B" MAX. RAIL( < 4"OPE GAP) (1) #14 x 1"SMS �-1.000 750" �-2.000—� N�wEER -(1) #12 SMS AT EACH INTO SCREW -TI ���' T vaL�D r'oR(1) oeisi oNLY CONN POINT,TMP. *SELF-CLOSING, BOSS,TYP. I LoFF I i AimOwYWmiO>sIc�AI ENOIr�SEN SELF-LATCHING O 04 n CD FISTING BARRIER N en LOCKING DEVICE POST/UPRIGHT, �' o A12 _1.• _ o 2x2x1/8"6063-T6 0 0 0.066 o ALUMINUM ANGLE ni ni ® 't OR FENCE 54" MIN. ABOVE TMP. 3/4=PICKET HR 13 r�t� o 4(PER SEPERATE F I- GRADE (SEE NOTES) 1 [ ��nn in a ENGINEERING) cz7 (2) #12 x%4"SMS A x-1.000-� °\ dT W ki L -M °O z w W *WHEN USED FOR PER CLIP,TYP. o W 'z m z U STRUCTURAL 8" *SPACED TO R€dECT = z POOL APPLICATIONS 1 x s" SNAP POST HR-4&, p W Z z ALUM HINGE W/ ^-�_A'4"SPHERE `" 3 N RAIL =_GATE _ _p" ,_; 0.044 -SN"-PLATE HR-2 w]U w Z ZQ 9 x NOTE: GATE TO REMAIN IN (2)#12 x/4"SMS _ Q 5 2 #14 SMS PER -1. -- rn Q a U CONNECTION TO f o o SECURED POSITION DURING INTO ALUMINUM }'2 _ , 'j �+ w o I- Z 1 PICKET HR-5 I o m Uo 0 o WINDSTORM EVENTS>75MPH POST,TMP. ALT.INTERMEDIATE Z o,_, o F w POST AND GATE SUSTAINED RAIL BRACKET 0.050 `e ��� 0.065 � W �,�� 03: FRAME POST,TYP. GATE"FRAME, EXISTING BARRIER 1 0.097 0 3 RAIL MOUNT DETAIL i — :oto=t �}— 795—{ �n� �3 EXISTING 3 KSI TYP OR FENCE L�- a, CONCRETE (PER SEPERATE 1 N.T.S. SECTION VIEW SNAP PLATE HR-11 - SNAP PLATE HR-2 �-1.800—f 'D W o W (VERIFIED BY --N N ENGINEERING) SNAP POST HR-4A&SNAP PLATE • e. y� p j��=�.. R // / L / OTHERS) c ;,fed b , a /�\✓/�\a / 3KSI CONCRETE FOOTER v HR-2(PERMITTED ONLY FOR POST a i' �� , `` IN WEL COMPACTED SOIL j - MI 3"Q1 CORE DRILL,3" DEEP INTO SPACED TO *�/ fll `jlrp Ii c u 2 V 0 4f f! iiS UP TO 48") CD EXISTING 3KSI CONCRETE, REJECT / �.a�` 2.468 `� - SEE FOOTER NOTE AND 6" MIN. EDGE DISTANCE A 2"SPHERE w iN ' - 0.058 rn a FROM CENTER OF POST TO ANY �+•'• ` f0Y POST FOOTER TABLE (DIA.x DEPTH): D 0 6"� ALUMINUM ,i N 0.052 0 m CONCRETE FACE FILLED WITH = GATE OPENING GATE z w HIGH STRENGTH, NON-SHRINK, TMp' / / 4'-0" 115"x27" 5'-6" I"'� p 4 IRON FREE, NON-REACTIVE SEE = 48" 12"x25" 12"x28" ` O N (4KSI MIN.) GROUT,TYP. F OTER TA FA�CH �� TOP CAP HR-1& TOP CAP HR-10& w 0 60 12 x28 18" ASSEMBLY TO--'-'--- 0 0 SNAP PLATE HR-2 -SNAP PLATE HR-11 J w W z 0 U) Da 72" 18"x27" - GATE 1N/(2) 0 0 o N .. #14-SMS PER :' GENERAL NOTES Q z 9 0 1 SINGLE LEAF SWING GATE ® NOT APPLICABLEJ1 1. THIS SYSTEM HAS BEEN DESIGNED AND SHALL BE FABRICATED IN ACCORDANCE WITH THE O O DROP ROD ' , J to z m f REQUIREMENTS OF THE 2010 FLORIDA BUILDING CODE. IL 1 N.T.S. ELEVATION VIEW NOTE: FOOTERS DESIGNED PER FBC 8`19 7 C 2. DESIGN BASED ON ASCE 7-10 USING V"„=IISMPH/V•w=90MPH(3 SEC GUST,UP TO 6'-0" Q a WITHIN HVHZ),EXPOSURE'D',RISK CATEGORY I,USING THE 'OPEN SIGN METHOD'.70%OPEN h- INTERMEDIATE SEE DOUBLE LEAF TABLE FOR POST 3 ������ • , ��� �� USED IN CALCULATIONS. o uj z * RAIL,TMP. SPACING REQUIREMENTS 1 TMP' - / 112 // °::'•• " // // / 3. THIS GATE DESIGN TO BE USED AT GROUND SURFACE ONLY,WITH USE LIMITED TO DECORATIVE ~ _I IL SELF-CLOSING, Q * \ :r% ��� �_ BARRIER PURPOSES ONLY.THIS GATE IS NOT INTENDED TO MEET CODES GOVERNING ELEVATED z E O a PICKETS MA 'RUN-THRU - CENTER DROP e- 0 N O , SELF-LATCHING EQ. E ASSEM // •' // // BALCONIES OR STRUCTURAL RAILINGS. Q Q OR STOP AT INTERMEDIATE = �/ % � .'i 4. ALL FASTENERS TO BE X12 X%a"OR GREATER 2024-T4,18-8 SERIES 300 NON-MAGNETIC p O c I" LOCKING DEVICE n • • ` STAINLESS STEEL,OR CADMIUM PLATED OR OTHERWISE CORROSION RESISTANT MATERIAL AND • • N '� ,"•. RAIL(< 4 OPEN GAP) �/� �'�, /�/ m " ,. '-� j` `k l S1X// A , //`�� SHALL COMPLY WITH S.LiC,SPECIFICATIONS FOR ALUM.STRUCTURES-SECTIOIy 1,THb •• 54 MIN. ABOVE 7 I GRADE(SEE NOTES) L ' " •�' ALUMINUM ASSOCIATION,INC.,&APPLICABLE FEDERAL,STATE,AND LOCAL CODES. • • •• • 0 5. ALL EXTRUDED MEMBERS SHALL BE ALUMINUM ALLOY TYPE 6061-T6 OR BETTER,u%t. • • " KSI CONCRETE • r 1 SCHED40 �� e �` �\ 6. ALL CONCRETE SHALL BE UNCRACKED ONLY WITH A MINIMUM COMPRESSIVE SIT"""3000 c? PICKET,ATTACH W/ ,EXISTING �� / / / •�• ••• • a (1) #12 SMS AT EACH RECEIVER IN / \ / COMPACTED WELL PSI U.N.O.AND SHALL BE MINIMUM 1.SX THICKER THAN ANY MEMBER EMBEDMENT.AL!EPDXY BARRIER OR O ` AND GROUT SHALL MEET OR EXCEED COMPRESSIVE STRENGTH OF THE CONCRElt"A1Ee SA1LL BE • • N 3KSI MIN. 8 °, IRON-FREE,NON-SHRINK AND NON-REACTIVE. CONCRETE FOOTERS SHALL CONTAjtj"0.1% ••••• CD CONN POINT,TMP. = FENCE CONCRETE SOIL,TMP. FIBERMESH ADMIXTURE PER CY. • • •see* d *SPACED TO REJECT C9 (PER SEPERATE 7. FOOTER NOTE:FOR HVHZ APPLICATIONS,TOP OF FOOTER SHALL BE 8"BELOW GRActo• ••• y n j W ENGINEERING) 8. SURROUNDING SOILTO BE COMPACTED TO 98%OPTIMUM DENSITY,2500 PSF M444VIS41ALL N ••• •• 1-1 Z A 4 SPHERE _= IN BE CLASSIEIEP OR VERIFIED BY OTHERS PRIOR TO CONSTRUCTION PER FBC 1806.2"D SHALL o STRUCTURAL*" 1-1 � _z BE SANDY GRAVECC1A55 ONLY. g !� • t° " - STRUCTURAL DROP ROD ASS E M B LY_ _ 9��FOR ALUMINUM ATTACHMENTS)NLL ANCHORS SHALL BE SPACED WITH 2xDIAMETjP*"•• m ALUM HINGE W/ 'o <DISTANCE-AND 2.5xDIAMETE MIN SPACING TO AD]ACENTANCHORS,UNLESS NOTED* • ` o - HINGE WELDED 1 • • m c� (2) #14 SMS PER * o o N.T.S. ELEVATION Vl'EW oTH RWISE__ CONNECTION TO I GATE FRAME, TO POST AND 10.THE CONTRACTOR IS RESPONSIBLE TO INSULATE ALL MEMBERS FROM DISSIMIL4R MATERIALS `fYP tO GATE FRAME TO PRE�IENT ELECT ROLYSLS. • • • POST AND GATE POST,TMP. - / *WHEN USED FOR It PER FBC 424 2 17.1.81 POOL ACCESS GATES WHEN PROVIDED SHALL COMPLY WITR}BC 414.2 Qr 1 S F n FRAME -- AN MUST BE AT,LEAST 48"ABOVE GRADE&EQUIPPED WITH A SELF CLOSING,SELF LATCHING d �:} POOL APPLICATIONS EXISTING 1 LO' ING DEVICE NO_'LESS• HAN 54"FROM BOTTOM OF GATE.GATE MUST OPEN OUTWARD N EXISTING 3 KSI NOTE: GATE TO REMAIN IN AWAY FROM POOL&MUST H�VE NO OPENING>1/2"WITHIN 18"OF RELEASE MECHANISM.POOL ffi 6 s BARRIER OR pg5 CONCRETE _ LATCH IN$TALLED'PER MANUFACTURER'S RECOMMENDATION AND IS NOT INCLUDED IN THIS m FENCE SECURED POSITION DURING '`` cERTIFI TION,r (VERIFIED BY a ® ~'� ' (PER WINDSTORM EVENTS>75MPH 12`FOR_No OL APPLICATIONS:ACCESS TO THE GATE SHALL NOT REQUIRE THE USE OFA KEY, d6$ OTHERS) •m (� o a•' •;�° '; d.., /��\//\�.''° '~� ,a SEPERATE SUSTAINED TOOL O 'SPECIAL KNOWLEDGE ON THE EGRESS SIDE OF THE SWING GATE ao / t 11 a, 13 r!ELECTijTCAL GROUND;r WH REQUIRED,TO BE DESIGNED&INSTALLED BY OTHERS. m�s 14 \ ) ENGINEgR SEAL AFFIX:D rEREjO VALIDATES STRUCTURAL DESIGN AS SHOWN ONLY. USE OF p Q ,• ., i w ENGINEERING I LL REJECT 1 3KSI CONC O 7HI5 SbECIFiCATION YCONTRACTOR,et.al.INDEMNIFIES&SAVES HARMLESS THIS ENGINEER z g 3"f6 CORE DRILL, 3" DEEP *SPACED TO __: INTO EXISTING 3KSI RfE /�` ,i0 SEE FOOTER FOR ALL COST&DAMAGES Ili[CLUDING LEGAL FEES&APPELLATE FEES RESULTING FROM A 2"SPHERE " . r _ _FOOTER IN WEL �\' W DOUBLE LEAF GATE MAT€RIAL FABRICATION,SYSTEM ERECTION,CONSTRUCTION PRACTICES BEYOND THAT WHICH COPYRIGHTFRAMCLBENNARDOP.E CONCRETE,AND M MIN. EDGE W NOTE IS CALLED FOR BY LOCAL,STATE,&FEDERAL CODES&FROM DEVIATIONS OF THIS PLAN. DISTANCE FROM CENTER OF COMPACTED SOIL, ,+.•.,? ..N POST FOOTER TABLE (DIA. x DEPTH): 15. THIS DOCUMENT IS GENERIC AND DOES NOT PERTAIN TO ANY SPECIFIC PROJECT SITE. 00-MPS 10-627 POST TO ANY CONCRETE FACE TMp' 6", OVERALL GATE OPENING INFORMATION CONTAINED HEREIN IS BASED ON CONTRACTOR-SUPPLIED DATA AND TYP. 75% OPEN WIND DESIGN REQUIREMENTS: _ n „ MEASUREMENTS.ENGINEERING EXPRESS SHALL NOT BE HELD RESPONSIBLE OR LIABLE IN ANY SCALE: Jul FILLED WITH HIGH STRENGTH, \ V`- 8-O 9-O' 11-O WAY FOR ERRONEOUS OR INACCURATE DATA OR MEASUREMENTS.DIMENSIONS ARE SHOWN TO x NON-SHRINK IRON FREE MIN. 48" POST HEIGHT w n PAGE DESCRIPTION: NON-SHRINK, , = 48 12 X25 12 X26" 12 X28 ILLUSTRATE DESIGN FORCES AND OTHER DESIGN CRITERIA.THEY MAY VARY SLIGHTLY,BUT POST: HR-4 OR HR-4A NON-REACTIVE (4KSI MIN.) �. � n n n „ MUST REMAIN WITHIN THE LIMITATIONS SPECIFIED HEREIN.WORK SHALL BE FIELD VERIFIED BY SEE DBL TOP CAP: HR-1 OR HR-10 6On 12"X28' 1$ X27 18 X27 OTHERS PRIOR TO CONSTRUCTION.ENGINEERING EXPRESS SHALL BE NOTIFIED AND GIVEN AN _ GROUT,TMP. LEAF FOOTER INTERMEDIATE RAIL: NONE 0 72" 18"X27" PRIOR TO TTY TO REEVALATION UATE EXIOSTI G UR WORKFIEU OONCONDITIONSDISERY O A Y INACCURATE INFORMATION oF� 2 ICATION AND TABLE GATE FRAME: 1"x 2"x Y8" NOT APPLICABLE INSTALLATION OF MATERIALS.ALTERATIONS OR ADDITIONS TO THIS DOCUMENT ARE NOT DOUBLE LEAF SWING GATE PICKET: HR-13 SPACED TO JUST REJECT ® PERMITTED AND INVALIDATE OUR CERTIFICATION. m N.T.S. ELEVATION VIEW 4"SPHERE NOTE: FOOTERS DESIGNED PER 16. EXCEPT AS EXPRESSLY PROVIDED HEREIN,NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS N 1 FBC 1819.7 ARE INTENDED. o� 0 FRANK L.BENNARDO,P.E. M E C"H' 'A N I C77A LUM NUM F C AT G FENCE EXTRUSIONS DRAWING VALID ONLY WITH ORIGINAL #PE0 �49 SIGNATURE AND RAISED SEAL. VALID 6061-T6 MINIMUM. FOR 500FT OF FENCING AT(1) 0912 4 (NON-STRUCTURAL,DECORATIVE BARRIER,TYPICAL INSTALLATION(GROUND LEVEL ONLY) (HVHZ ONLY) EXTRUSION TOLERANCES TO BE PER LOCATION PER SEALED DRAWING U1 INDUSTRY STANDARDS _ "IFViECKED TRo I OP,P.E. PECO76131 ENGINEER •d° ° PICKETS MAY RUN THRU OR STOP AT '` VAL•iD FOR(1)JOBW ONLY ° INTERMEDIATE RAIL( <4 OPEN GAP) DECORATIVE TOPS TOP RAIL,TYP. " (SHAPE MAY VARY) o „��•750 �- �,�'-2.000--� � .`� x.�64dL1'WITHORlGWALENG4VEatSEAL J SEE TABLE FOR POST o Tc ry 2 0.070 Inn t0 N nn a ' INTERMEDIATE SPACING REQUIREMENTS * o ^II 0.040:' z p d • "a p 1 3 7/8" MAX.* 1 RAIL,NP. POST,NP. WHEN USED FOR -1- u o POOL APPLICATIONS ¢-1.785--} o0 0.066 M c�r� PICKET,NP. INTERMEDIATE/BOTTOM CHANNEL 3/4' PICKET HR-,1-3" N w m J M i O ° FOOTER NOTE: FOR �,°• '` `' HVHZ APPLICATIONS, HR-3 S�E HR-2 �-1.000-d W v v- m H U LLZ �.: za at• °e.%�'.° °• - TOP OF FOOTER �: �1.625-d �-�`"--_`.. 'o -.- �� mj U Nd x o W SHALL BE 8 BELOW _ o SNAP POST HP, "- A #1 S@ GRADE o i 'i 0.044 p to to o p d'a'' aha p Q.045 SNAPPLATFA-2 C3 LL. Z o t t EACH MEMBER �� ' -1 -- o d, Uo W :� TOPBOTTOM, 75%OPEN WIND DESIGN REQUIREMENTS: , �_ It.,, �1 L':., 17PICKET HR-5 °dam 9 u�=uJ ll TYp, = MIN.48 POST HEIGHT E�OTTOM CF[A I�NEL HR 1Z t v W M ?� as 11SACL-10 17 Cly ,k t POST: HR-4 OR HR-4A �1 f O� � � m A 4"SPHERE - z s i TOP CAP: HR-1 OR HR-10 ��0�d 1r' t. -6:065 re a INTERMEDIATE RAIL: NONE _ , 0.097 W, BOTTOM RAILLIJ HR-12 '�_1.795--- 3 _ �= u; - PICKET: HR-13 SPACED TO REJECT 4- f 7g5 -d- " f! Z =�1 0 O0�-d ' f-1.800---t 0NoSPHERE SNAP PLATEHR-11 _SNAPPLATE HR2 i ' . SNAP POHR4A&SAP PLATE L1__.°,° HR- d 2 PERMITTED ONLY FOR POSTyI= ' HEIGHIS -2-5:00 3 KSI CONCRETE 2.468 � w FOOTER IN WELL o 0.125 O. O ; L-A 1 � COMPACTED C) N 0.058 0, w o SOIL,TYP. ci ,�] ' N 0.052 p n .A. °' ° '� U 0 uj �'B• n d ° ° '$'• a. ° •a,, \\\ \i '`" ♦%��\ \ .--�.i' " n rt TOP CAP HR 1& TOP CAP HR-10& En 9 2 SPACED TO REJ*CT "'`4� _ ;w^' OTE 1 xZ X� SNAP PLATE HR-2 SNAP PLATE HR-_14- 4 R1' J F m \ \�� � I � •;/� SEE FOOTER INTERMEDIATE RAIL � 2 1 A 2 SPHERE o� Q a BOTTOM RAIL, .':`= O CO., iI < (7 1 NP. 3"0 CORE DRILL,3 DEEP INTO EXISTINGLULM I- 3 KSI CONCRETE,AND 6"MIN. EDGE "' `�:�, GENERAL NOTES f--t O w t DISTANCE FROM CENTER OF POST TO ANY + _ �• v;" _.� 4 6 y •° •e 1 1. THIS SYSTEM HAS BEEN DESIGNED AND SHALL BE FABRICATED IN ACCORDANCE WITH THE REQUIREMENTS OF O TYP. FENCE LAYOUT CONCRETE FACE FILLED WITH HIGH TYP. �� j J THE 2010 FLORIDA BUILDING CODE. - -` (MULTIPLE OPTIONS SHOWN) STRENGTH, NON-SHRINK,IRON FREE, > 2. DESIGN BASED ON ASCE 7-10 USING V wt=115MPH/V.W=90MPH(3 SEC GUST,UP TO 6'-0"WITHIN HVHZ), ••• o NON-REACTIVE(4KSI MIN.) GROUT,NP. �,, /� / EXPOSURE'D',RISK CATEGORY I,USING THE 'OPEN SIGN METHOD'.70%OPEN USED IN CALCULATIONS. • • • N + •• ••• N.T.S. ELEVATION VIEW 3. THIS FENCE DESIGN TO BE USED AT GROUND SURFACE ONLY,WITH USE LIMITED TO DECORATIVE BARRIER •• v •••• w • PURPOSES ONLY.THIS FENCE IS NOT INTENDED TO MEET CODES GOVERNING ELEVATED BALCONIES OR L • STRUCTURAL RAILINGS. ••••• •••• s• •i• POST FOOTER TABLE (DIA. x DE • (2)1/4++ ITW SS TAPCONS PER - I•t'R TABLE, t .'i 4. ALL FASTENERS TO BE #12 X Ye OR GREATER 2024-T4,18-8 SERIES 300 NON-MAGNETIC STAINLESS STEE6 QW,•• • • • F- POST SPAT.T"1T�G _� ,r ---•_•-- CADMIUM PLATED OR OTHERWISE CORROSION RESISTANT MATERIAL AND SHALL COMPLY WITH SAAC, •• ••- EMBED TO 3KSII CONCRETE ;? 4'-6" 5'-6" SPECIFICATIONS FOR ALUM.STRUCTURES-SECTION 1,THE ALUMINUM ASSOCIATION,INC.,&APPLICABLE ••••• •••i • • TOP/INTERMEDIATE RAIL 12-X25. 12-X26. 12-X28- FEDERAL,STATE,AND LOCAL CODES. •••• • •• 410111 BRACKET AND 21/2"_EDGE DIS"_ �OM. I= 5. ALL EXTRUDED MEMBERS SHALL BE ALUMINUM ALLOY TYPE 6061-T6 OR BETTER,U.N.O. • 17-"X28" 15"X27" 18-X27- 6. ALL CONCRETE SHALL BE UNCRACKED ONLY WITH A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI U.N.O.'AJeI;•• •• 2 7/8"4 G - SHALL BE MINIMUM 1.5X THICKER THAN ANY MEMBER EMBEDMENT.ALL EPDXY AND GROUT SHALL MEET OR•• • -5 • • ••- -�• OR .-: Q n n n - POOL GATE UJi EXCEED P ' - --- - "`^---•.._ 72 18 X27 D COM RESSIVE-STREfyGlTt'Of=•.'LI�,E CONCRETE AND SHALL BE IRON-FREE,NON-SHRINK AND NON-REACTIVE. � a� � � • RAID (2)#12 x.Y4!-SN�INTO POST; (SEE SEPARATE CON- ETOPT-EE SHALL CONTAIN MIN O'.i° FI$ERMESH ADMIXTURE PER CY. • • o 0 ,� •• M TYP' NOT APPLICABLE ENGINEERING) TOP CAP 7. FOO ER NOTE:.FO HVHZ APPLICATIONS,TOP OF:�OOTER SHALL BE 8"BELOW GRADE • • 0 0 0 ••• N a 8. SURIjOUNDING SOILTO.BE COMPACTED TO 98%,OPTIMUM DENSITY,2500 PSF MIN AND SHALL BE CLASSIFIED OR m • • E -d- ; 1 -;. NOTE:'FOOTERS DESIGNED PER FBC VERIFIED BY b` ERS.PR�Off�TO.COAjRUCTION'PER FBC 1806.2 AND SHALL BE SANDY GRAVEL CLASS ONLY: • P , * , , o •• 3 +� ,� - ' `''1819.7 9. FOR ALUMINUM-ATrACHME`kW"LL•ANC1 S SHALL BE SPACED WITH 2xDTAMETER END DISTANCE AND •• • 1� • (2) #12 X�4 I;SMS _: ; v_ �;,- �l 2.Sx `IAMEfER-MIN SPACING TO ADJACENTpp��NCHORS,UNLESS NOTED OTHERWISE. d, • F EXISTING 3KSI CONCRETE PER CLIP,TYp €XI3TIIVG 3KSI CONERETE gFvw- 10. THE ONTCTORISRESPONSIBLETOINSISLATEALL MEMBERS FROM DISSIMILAR MATERIALS TOPREVENT pz �i` HOST STRUCTURE ;i ( "'' ` PICKETS BOTTOM ELEC�RDL�SIS.- .j� \` !_ HOST'STRUCTURE 11. PER FBC 443.17:1.8:POOL ACCESS GATES WHEN PROVIDED SHALL COMPLY WITH FBC 424.2 AND MUST BE AT VERIFIED BY OTHERS (i• c• " CHANNEL ao ( ) (VERIFIED BY OTHERS•) 2x2x1/s 6063-T6 LEASi 481 AB6{!E'GRADE&EQUIPPED,WA T A SELF CLOSING,SELF LATCHING LOCKING DEVICE NOT LESS THAN �� e OR ;f :'' OR ALUMINUM ANGLE 54"FROM F36tO�-.GATE:'GAT-MUST OPEN OUTWARD AWAY FROM POOL&MUST HAVE NO OPENING>1/2"WITHIN 6061-T6 ALUMINUM POST 18"OF RELEASE MEC'HANIsM'! 6061=T6 ALUMINUM POST $ 12. ELECTRICAL GROUND,W HEIS REQUIRED,TO BE DESIGNED&INSTALLED BY OTHERS. 2 " (2)#12 X�q"SMS 13. ENGINEERE/1L TES STRUCTU L DESIGN AS SHOWN ONLY. USE OF THIS a z ( )1/4;0 ITW SS-TAP�CONS PER �Tjj Af FIXED�1EI Flo vALIDA R� r CLIP SPACED:2''._0.0:-;W _l/4� I :` PER CLIP,NP. POOL SpEQ�?"GATT N-BY IN R.�CTOR et'al--INDEMNIFIES&'SAVES HARMLESS THIS ENGINEER FOR ALL COST& s / s L'`= = DAMAGES fNCLUDIN L AL FEES&-APPELL' FEES RESULTING FROM MATERIAL FABRICATION,SYSTEM C E ° EMBED+INTO-3KSI CONCRETE ."' ERECTION;CONST"RCI-CYTON PRAC ICES BEYO D TBAT WHICH IS CALLED FOR BY LOCAL,STATE,&FEDERAL CODES N� - L AND E[?GEbIST/aNCEFRQM,:__:. '-_..` RA>L &FRONS:4.EVIAITIOSOFTHI$_2L9N. a_ COPYWGHTFRIWKLBENNAR00PE ANY CONCRETE FACE,TYP. fV 14. THIS DOCUMENT IS GENERIC AND DOES NOT PERTAIN TO ANY SPECIFIC PROJECT SITE.INFORMATION CONTAINED fl n� ®0G6 o� OR CONNECT TO HEREIN IS BASED ON CONTRACTOR-SUPPLIED DATA AND MEASUREMENTS.ENGINEERING EXPRESS SHALL NOT BE Q®eM 2� 1/4•"I 1" HELD RESPONSIBLE OR LIABLE IN ANY WAY FOR ERRONEOUS OR INACCURATE DATA OR MEASUREMENTS. (2)#12 x%"SMS INTO 2" STRUCTURE OR END DIMENSIONS ARE SHOWN TO ILLUSTRATE DESIGN FORCES AND OTHER DESIGN CRITERIA.THEY MAY VARY SCALE: 01 2) #12 x%4"SMS ALUMINUM POST,TYP. POST SLIGHTLY,BUT MUST REMAIN WITHIN THE LIMITATIONS SPECIFIED HEREIN.WORK SHALL BE FIELD VERIFIED BY PAGE DESCRIPTION: PER CLIP,NP. ALT.TOP AND BOTTOM OTHERS PRIOR TO CONSTRUCTION.ENGINEERING EXPRESS SHALL BE NOTIFIED AND GIVEN AN OPPORTUNITY TO BOTTOM RAIL BRACELET OPTION EXISTING STRUCTURE REEVALUATE OUR WORK UPON DISCOVERY OF ANY INACCURATE INFORMATION PRIOR TO MODIFICATION OF CHANNEL BRACELET EXISTING FIELD CONDITIONS AND FABRICATION AND INSTALLATION OF MATERIALS.ALTERATIONS OR ADDITIONS of TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE OUR CERTIFICATION. 2 RAIL MOUNT DETAIL KTPOOL APPLICATION LAYOUT 15. EXCEPT AS EXPRESSLY PROVIDED HEREIN,NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. N.T.S. SECTION VIEW N.T.S. PLAN VIEW i 1 I I