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FW-13-2245Miami Shores Village D S V)*. Building Department OCT 4 202 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 a Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 FBC MO BUILDING Permit No. PERMIT APPLICATION Master Permit No. r—L"-) 13 L45 Permit Type: BUILDING ROOFING JOB ADDRESS: -3 S" 4;. 0 City: Miami Shores County: Miami Dade Zip: L Folio/Parcel#: Is the Building Historically Designated: Yes NO >(1 Flood Zone: - a — Tenant/Lessee Name: _ Phone#: Email: CONTRACTOR: Company Name: 6%4_Z_ Phone#: Address: City: Qualifier Name: State Certification or Registration #: Contact Phone#: Email Address: DESIGNER: Architect/Engineer: Certificate of Competency #: Value of Work for this Permit: $� f%4" Square/Linear Footage of Work: Type of Work: ❑Addition OAlteration New &epair/Replace ❑Demolition Color thru tile: Submittal Fee $ So � Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ Technology Fee $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address Zip 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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven a,) days afier the building permit is issued. In the absence of such posted notice, the inspection will not roved and a r ' pection fee will be charged. Signature, Owner or Agent The fore instrument was acknowledged before me this Li day of Mn ---p 20 �..a by S N U--fA4-3 NXJ" ", who is personally known to me or who has produced- i r--> As identification and who did take an oath. NOTARY PUBLIC• Sign: Print: My Commission Expires: APPROVED BY Signature Contractor The foregoing instrument was acknowledged before me this day of .20 _, by , who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: Plans Examiner �/ Zoning Structural Review Clerk (Revised 5/2/2012)(Revised 3/12/2012) )(Revised 06/10/2009)(Revised 3/15/09)(Revised 7/10/2007) Miami Shores Village 81,lfdlrg Department 9 0050-N.E.2nd. Avenue Miami Shorts, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RWNER;BUILDER DISCLQSURE STATEiNENT NAME: WE: .,�) ADDRESS:- � M , -n 5 1V � s Do hereby petiflaon the Vmltaga of Npaml Shoreq to act a$ my cum yontructor pursuant to the taws of the State of Florida, F.S 489.103(7). And I have read and uncle the. foNowtng d ". , state TO, which. VAN 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 eouepton 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 owlamdly or two-fardy residence. You may also build or improve a Collin l building at a cost of $25;000.00 or less (The. new form states -75,000): The brilddngvW be for ywrown use and �arpancy: It may not rte built for sole ori: If yotrsell or Ices building yot` have built yourself witht bndyear after the construction ta-cbiitplefd;ttlaw WRIPOUmle thahyoti built for" or 1011W whIch hf a violatioh bf thin hton. You may not hire an unlicensed person as a contractor. it is your responsibility to make sure the people employed by you have Ocenses 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 bj you, which means that you must deduct F.I.CA and with -holdings tax and provide workers' compensation for that errhpibyeeR allUote6fted by UW. Your construc(ion must comply with an applit able lam, `ordinances, buildings codes and zoning regulamNons. Please read and initial each paragraph. 1. 1 muhhierstand that stela law requires Construction to be done by a licensed contractor and hava.applied for an owner-buuder permit under an exemption from the law. The exemption spm that I, as the owner of the properly ted, may #Vmy own contractor with certain restricilcm even though I do not have a (cense. 1 2. 1 understand that building permits are not required to be signed by s properly MW unless he or she IB respo _ e for the hj and b not hiring a licensed =b8ft to 811SUMB nasporsWIlly. 1 3. 1 gptlerstand that, as an owner bull* l am the resp9rsible party of record on a permit. I understandthat protect myself trorn potehtiai financial risk .by hubg a Boersed contras or end having the permit filed in his. u qr her reinstead of my own ION. I. also urmedstand that the contractor Is nuked by law bo be licensed in Fkrlda and to list his or gce pemb and oarftecce. Initia 4. 1 understhnd that I may build or improve a one family or two-family-familyhheske or a farm outbuildir�.1 meyl or improve a commercial buHdirhg 0 the costs do not ecexed $75,000. The building or residence must be for my use or oocupaecy. ft may not be built or substantially Improved for sale or lam. If a building or residence that I have built or substhnt * unproved myself Is sold or leased wft 1 year atter the construction is complete, the law will presume that I built Improved it for sale or Ike, which violates the ownplion. 1 5. 1 understand that, as the owner-bugder, I must provide dint, cxw0e supervision of the cordtrucllOn. 1 6. 1 understand that I may ndt hum an unlicensed person to act as my contractor or to supervise persons working on my bu0duhg or residence. k Is my resporsiblity to ensure that the persons whom I employ have the 11ma required by law and by county or municipal wdlwft. Intal 7. 1 understand that it Is frequent practices of unlicensed persons to have the property owner obtain an ownerbculder 1 xt, errone6VBly hVW that the property owner is providing his or her own labor and materials. I. as an owner-lwtl&rr liable and subjected to serious flnandal risk for any injuries sustained by an unlicensed person or his or arra wo*jM Ion my property. My homeowner's Insurance may not provide coverage for those Injuries. I am wgifullye as owrref-builder and am aware of the limits of my insurance coverage for injuries to workers on my property. I understand that I may not delegate the w4msibiliiy for supervishr0 work to be a licensed contractor who is not goerM to pertonn the workbeing.dorro. Arty pe�§orh working on my buildhrg who is licensed must work under my direct supervision and must bee by me, whicit W" that I ftg ocrrtply A laws MOUIrkg the witht ft of federal Inconm tax and social semnly contributions under the Federal Insurance Contributions Act (FICA) and must provide w7d4kaW— laws the employee. I understand that my failure to follow these mysubjedlo serioustinandel risk. I agreedrat, as the party Iegatiy and finnarroia lly responsible for this proceed Corehuction a*4, I wiand r6quirerrmntthat' govwh owfidt-builders aswel'esemployers. I also undenitatid that'llhe Construction mist comply with all applicable laws, ordhn hbeb,'bl ll ft codes, , and zwft mgulatlors. initW 10. 1 undarstand that I may obtain more Wor ullon regarding my obligations as an employer from the Internal Revenue Service, the Unite States Srnall Bushess Administration, and the Floride Depertnrent of Revenues. I sec urawerstandthMt-I may corrmct the Florida Construction Industry L be mhV Board at 650 487.1395 or htaJAa+ww.mvtio dbcrlaroJ l 11. 1 am aware of, and consent to; an armer-builder bu kR% permit applfd for in my namftree and understands #W)Aparty legally and 6andelly responsible for the proposed construction coon ardtvity at the fonowirig address: N'6-;- gg'bl,Ina 12. 1 agree to notify Monti Shores Village brunediatety of arty additions, deletiors, or chen9es to any of the 1* n have provided on the disclosure. i LioatsW contraadw are regulated by laws desi need to protect tie public. ff you contract with a person who have a Own, the Constr4uction Industry Uoenshhg Board and Deparlmnt of Business and Professional Regulator may be curable to assist you with arW Menciai loss that you shin as a result of contractor may be In dvti coA It B also h*xlent for you to understand that, ti an unlicensed contractor or employee of'an indhddual or Orin is k0ed while workfitg on Yoiir property, YOU may be held liable for dameges. t you obtain an owner -builder permit and wish to hire a tioersed contrac lor, you wig be responsible for verif V whether the contractor actor a properly licensed and the status of is contractor's workers compensation coverage. Belize a-bulldhV permit can be issued, the disclosure sletenhent must be mWeted and slgrharl by the property owner and reburied to the to* pem ttrg agency responsible for Muing the permit. A Copy of the property owner's`drlver license, the noterizml sonatuie of the property owner, or other type of vbritkation acceptable to tie local pamtilting Venoy Is required when the permit Is Issued Was acknowledged before me this day of .20_�___ By � ^� � who was personely known to me or who has 8aqAl NM OF B( lgmvgabl FIR 1/2' NO 10 1.41' _ SCALE 1" = 20' t .59' .o• a. WALL ON LINE FIR 1/2" NO ID Horn RUKZ40 I u.r e � ON STORY Al^nA� I (P RM#3" 0 Iv I I COV IREO O NC. --\ FIR 1/2- - NO ID (50.00) 2.20' ON LINE I CONC. FENCE I 6,7 le— - I'l "C;7 LOCATION MAP PROPERTY ADDRESS:- I 119% q I LEGAL DESCRIPTION: I LOT 22 AND THE WEST 1/2 OF LOT 23. BL OF A Etl SECTION NUMBER 1, ACCORDING TO r THE PLAT THEREOF, AS RECORDED IN PLAT PSOF MIAMI-DADE COUNTY, FLORIDA. A Ld['I! �, LO71NI RtOCRp o I BLOC[RJi 2i 0 ZONEI ORMATI Ki] BASED ON THE FLOOD INSURANCE RATE MAP OF THE FEDERAL EMERGENCY MANAGEMENT AGENCY REVISED ON 09/11/09 AND vI WOE% MAP REVISEDON 09/11/09 THE GRAPHICALLY DEPICTED BUILDING(S) SHOWN ON THIS MAP OF SURVEY IS WITHIN ZONE K A BAS 8000 ELEVATION N/A COAOMUNITY NAME @NUMBER MIAMI SHORES 120652 MAP & PANEL NUMBER 1208600302 SUFFIX L SIDENCE LEGEND & SYMBOLS 01/1 o a� CHMENT DN oVE WEAO UTILITY WRE S' m SEIT RON PIPE IW + A = ARC "STANCE EP v EDGE OF PAVEMENT (P) = PLAT SND v SET NAIL & 019( A/C = AR CONDITIONER PAD EW a EDGE OF WATER PS = PLAT BOOR SOUL v 90EWW.K BCR =BROWARD COUNTY RECORDS FDN v FOUND DRILL HOE PC v PONT OF CURVATURE (Tw TYPICAL BLDG= BNLONG M e FIRE HYDRANT PG v PAM lIB UTIUn BOK BM -BENCH MARK PCP v POR ANENT CONTROL PI v PO�T� INTERSECTION UE UTILITY EASEMENT CBS = CONCRETE IiLOCM & STUCCO U UTILITY POLE (C) = CALLTCHOAIED FlP = FOUND IRON PIPE POT =PONT OF BEGINNING WM a WATER METER 0.19' CB = CALCU BASH MR v FOUND NON ROD POC . PONT OF COMMENCEMENT C =CENTRAL ANQE C&G v CURB & TITHER PN v FOUND NAIL (NO ID) PRY . PLRNANENT REFERENCE = YOAIYENT LINE CLF CHAIN LNK FENCE FNO - FOUND NAIL &OSI( MONUMENT v CENTER LINE CO - CONN LP v LIGHT POE PT v PANT OF TANIENCY v RADIUS DISTANCE (WTCORD—iOM.AL LOT DISTANCE CWC- CONCRETE (M) = MEASURED (RJ GIVE v DRAINAGE & MAINTENANCE MOCR-MIAMI-DADE COUNTY o ':: - AGE 17RlW AtSg1 WAr e PION EASTMENT RECORDS SURVEYOR'S NOTES: W .FINISHED FLOGR K 0.00 v ELEVATION 1. ELEVATIONS WHEN SHOWN REFER TO NATIONAL GEODETIC VERTICAL DATUM (NGYD). 2. NO ATTEMPT WAS MADE TO LOCATE FOOTINGS/FONDADONS UNLESS OTHERWISE NOTED. 3. THE LANDS SNOYON HEREON HAVE NOT BEEN ABSIRACTID N REGARDS FIR 1/2" - TO PATTERS O INTEREST BY OTHER PARTIES, SUCH AS EASEMENTS, RIGHTS OF WAYS, RESERVATIONS, ETC. ONLY PLATTED EASEMENTS ARE 6. THIS WAS PREPARED FOR _ NO ID - c(j�' SHOWN. SURVEY AND CERTIFIED TO THE PARTY(ES) INDICATED HEREON ANDIS NOT TRANSFERABLE OR ASSIGNABLE 5. THE INTENT OF THIS SURVEY AS COMMUNICATED BY THE CERTIF1E0 PARTIES IS FOR N 90'0'00" E 75.00' N N � n n n * ASPHALT PARKING AREA • .or1u�® rr W q. r� 10-11-0 r�, '»l E REAL-ESTATE TRANSACTION OR MORTGAGE REFINANCING. THIS SURVEY IS NOT TO BE USED FOR ANY OTHER PURPOSE OR ES) WTHOUT THE AUTHORIZATION OF TOS FIRM. & THIS SURVEY IS NOT INTENDED FOR NEITHER DESIGN NOR BLOGK ; IES) VA PURPOSES. FOR THOSE PURPOSES A TOPOGRAPHIC SURVEY IS REQUIRED. 7. ALL BOUNDARY OMIT INDICATORS CORNER ` SE E STAMPED LBB 104. 9. THE BOUNDARY LIMITS STABUSRm ON THIS SURVEY ARE BASED ON THE LEGAL DESCRIPTION r PROVIDED BY CLIENT OR ITS REPRESENTATIVE TO. ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE z9gWNG PARTY OR PARTES IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTES. 1T. ELEVATORS �� F OR CONTOURS SHOWN HEREON NAVE BEEN MEASURED TO AN ES-ATED VERTICAL POSITIONAL ACCURACY OF ..OS'_ 12. 1 ipRITFlED FEATIRES N TOS SURVEY AND MAP HAVE BEEN MEASURED TO AN ESTIMATED HORIZONTAL POSITIONAL .i1 'ACY OF 0.05'. 13. BEARINGS WHEN SHOWN ARE TO AN ASSUMED MERIDIAN, THE C04TMNE O' HE 98TH STREET HAS 4- BEE} ASSCNED A BEARING OF N 90VW E \� � ^ SU'hVEYOR'S CERTIFICATE: `1'Y CERTIFY THAT 7X15 SURVEY IS TRUE AND CORRECT TO THE BEST OF MY KNOWlEOGE AND 80-UAS RECENTLY SURVEYED AND DRAWN UNDER MY DIRECTION AND MEETS THE MINIMUM TECHNICAL STANDARDS SET FORTH 9, TRE FLORIDA STATE BOARD OF SURVEYORS AND MAPPERS IN CHAPTER 61677-6 FLORIDA ADMINISTRATIVE CODE PURSUANT TO SECTION ' J1V.LJ 472027 FLORIDA STATUE SFAI S AUTHENTIC COPIES OF THISeis�vlll SURVEY SHALL BEAR THE C� RAISED SEAL OF THE JUAN A. SUAREZ ` GTE_ ATTESTING REGISTERED PROFESSIONAL SURVEYOR AND MAPPER SURVEYOR AND MAPPER STATE OF FLORIDA LIC. A 6220 :J&VVIVUL 0LiA0dddV 66ell!A SWOL S SLLIillN ®� t-0\ z 4 a O U W U a -M W J 0 NaW z Ir O < z U_ YF 2O Wmm z W 2 zw-.- U_ %. N ¢�yOf O rO Na S ma= N w '3wUp X77 rn O IO Z d L\ n (WD O LL n p Z I O CJ Q. p H m p W W J m O 0 U a: Li (A Calculations Prepared For: Project: Subject: Project# 13-BNUGE-01-01 J. BRYAN NUGEN 375 NE 99TH STREET MIAMI SHORES, FL (260) 908-3004 NUGEN RES. 375 NE 99TH STREET MIAMI SHORES, FL CUSTOM GATES - CALCS REFERENCE SEALED DRAWING BY BELOW -SIGNED ENGINEER FOR ALL NOTES AND DETAILS INCORPORATED HEREIN. Raised Engineer's Seal Valid For Pages Through 09/19/13 Frank L. Bennardo, P.E. PE0046549 Cert Auth 9885 160 SW 12TH AVENUE #106, DEERFIELD BEACH, FL 33442 PHONE: 954-354-0660 FAX: 954-354-0443 WWW.ENGEXP.COM PAGE OF Other Structures Design Wind load Calculator Solid Freestanding Walls and Solid Freestanding Signs (ASCE 7-10, Section 29.4.1) Input Description Value Units Description Exposure Category k C Upwind exposure based on ground surface roughness Basic Wind Speed, V 115, mph Basic wind speed, in mites per hour h 5 ft Height to the top of the sign, in feet (distance from ground to top of sign) B 4 ft Horizontal dimension of sign, in feet (distance from left side to right side of sign) s 5`ft Vertical dimension of sign, in feet (distance from bottom of sign to top of sign) Open 01a' Ratio of openings to gross area '."�." i..c'�.' ,',`:°::<£" —7--Z , t ' yr is , V - � Cases A & B Kd= 0.85 Cf= 1.49 qh = 24.43 Ib/fe G = 0.85 General (openings B/s = 0.80 reduction comprised of s/h = 1.00 factor = 1.00 < 30% gross area) pressure = F /surface area = ghGCfA, /A, = ghGCf _ L per ASD Loaic check e " Pressure ;i' per ASD PA(� � q► 1� ENGINEERING EXPRESS c - Work Prepared For #NJA Project #VALUEI LOADING Pconc: Ib Concentrated Load on Top Rail Per Code Plin: pif Linear Load on Top Rail Per Code INFILL LOADING 2.00 in tb: Wind Pressure: 10.56 psf (60' Exposure D) Porosity: 0% Open Wind infill: 18.56 psf Uniform Wind Load on Infill Members Code infill: .00 psf HVHZ Uniform Load on Infill Members Infill load Pres , ` 18 58 psf _ =max(W/nd Inflil,Code Infito Ppoint: : 00 Ib Point Load Ppoint (dist): 60 IbAft Load on 1 SF of Infill Post Spacing (L): 17;0 ft C.C. or Clear Span (Lc): Top Rail Height (H): &,O ft total or Top Rail Load Height (Hh): Bottom Rail Height (B): 2.00 in TOPCAP Section: 2" x 4" x 0.25_ " Alloy: 5061 ' Temper. TB Critically Welded: N b: 2.00 in tb: 0.250 in h: 4.00 in th: 0.250 In be 1.68 InA4 ly: 5.31 InA4 Sx: 1.68 inA3 Sy: 2.65 inA3 Lb: 4.00 in E: 1.01 E+07 psi Fb: 21.2 ksl M allowed(x-dir): 56289 lb -in M_allowed(y-dir): 35685 Ib -in RECT TUBE (perpen. To horiz load) (parallel to horiz load) p Custom section Properties HVHZ? YES Deflection Limit (DefLimft): Lengthl90 Infill Height (Hp: 4.8 It Picket Length (LP): 4.4 It Picket Spacing (S): 4.00 in 16.8 It 5.0 ft BOTTOM RAIL RECTTUBE Section: 3.5" x 3.5" x 0.25" Alloy: ' `6061 Temper. T6 Critically Welded: N b: 3.50 in (vertical leg) tb: 0.259 In h: 3.5016 (hortz leg) th: 0.250 in ❑ Custom Section Properties Ix: 5.76 InA4 ly: 5.76 InA4 Sx: 3.29 inA3 Sy: 3.29 inA3 E: 1.01 E+07 psi Lb: 4.00 in Fb: 19.7 ksi M allowed(x-dir): 64876 lb -in Quick Check: Bottom Rail Bending OK Bottom Rail Deflection OK 160 SW 12TH AVENUE #106, DEERFIELD BEACH, FL 33442 PHONE: 954-354-0660 FAX: 954-354-0443 WWW.ENGE)(P.COM PAGE 3 OF NN'NWENOINEERINO SXPRESS Moment (M): 19065 Ib -in =Pres*(H-B)/2*L&2/8 Required Sy: 0.8988 InA3 =M/Fb 0.8988 5 2.6536 InA3, OK Deflectlon: 1.5117 In =5*Pres*(H-13)/2*L&4/(384*E*Iy) Allowable Deflection: 2.2444 In =Lcl(Deflectlon Limit) 1.5117:9 2.2444 in, OK .oading From Pconc Moment (M): 0 Ib-in =Pconc*LcM Required Sy: 0.0000 InA3 =M/Fb 0 5 2.6536 InA3, OK Deflection: 0.0000 in =Pconc*Le3/(48*E*ly) Allowable Deflection: 2.2444 in =Lc/(Deflection Limit) 0 5 2.2444 In, OK idino From Pconc Moment (M): 0 Ib-in =Pconel-c/4 Required Sx: 0.0000 InA3 =M/Fb 0 S 1.6823 InA3, OK Deflection: 0.0000 in =Pconc*Le3/(48*E*IX) Allowable Deflection: 2.2444 in =LG(Deflection Limit) 0:9 2.2444 in, OK .oadina From Plin Moment (M): 0 Ib -In =PIIn*Le2/8 Required Sy: 0.0000 InA3 =M/Fb 0 5 2.6536 InA3, OK Deflection: 0.0000 in =5*Plin*L&4/(384*E*iy) Allowable Deflection: 2.2444 In =W(Deflection Limit) 0 5 2.2444 in, OK ding From Plin Moment (M): 0 Ib -in =PIIn*Le2/8 Required Sx: 0.0000 InA3 =M/Fb 0 51.6823 InA3, OK Deflection: 0.0000 In =5*Plin*L&4/(384*E*Ix) Allowable Deflection: 2.2444 In =Lc/(Deflecdon Limit) 0 5 2.2444 In, OK im Ppoln Moment (M): 2525 Ib-in =Ppoint*Lc44 Required Sy: 0.1190 InA3 =M/Fb 0.119 5 2.6536 InA3, OK Deflection: 0.1602 In =Ppoint*Le3l(48*E*ly) Allowable Deflection: 2.2444 in =Lc/(Deflection Limit) 0.1602:5 2.24" In, OK Governing Tocag Forces Moment (M): 19065 Ib -in Lateral Force Required (V1): 763 lbs=Max(Pconc, PIIn*L,1/2*Pres*HI*L) @ Intermediate Post Lateral Force Required (V2): 381 lbs=Max(Pconc, Plin*L,1 /4*Pres*Hi*L) @ End Post or Wali Tension Required .0 lbs =Max Pconc, PIIn*L 160 SW 12TH AVENUE *106, DEERFIELD BEACH, FL 33442 PHONE: 954-354-0660 FAX: 954-354-0443 WWW.ENGEXP.COM PAGE OF ENGINEERING EXPRESS Governing Bottom Rail Forces (At Connections) Moment (M): 19065 Ib -In Lateral Force Required (V1): 381.25 lbs=Max(Ppoint, 1/4*Pres*HI*L) Tension Required (11: 381,25 lbs=Max(Ppoint,1/4*Pres*HI*L) 160 SW 12TH AVENUE #106, DEERFIELD BEACH, FL 33442 PHONE: 954-354-0660 FAX: 954-3544M3 WWW.ENGEXP.COM PAGE F OF BOTTOM RAIL CHECKS infli! Loading (Greater of Code Load or Wind Load), Moment (M): 19065 Ib -in =Pres*(H-B)/2*Le2/8 Required Sy: 0.9684 inA3 =M/Fb 0.9664 S 3.2887 in"3, OK Deflection: 1.3940 In =5*Pres*(H-B)/2*Le4/(384*E*iy) Allowable Deflection: 2.2444 In =Lc/(Deflection Limit) 1.394 5 2.2444 in, OK Loading From Ppoint Moment (M): 2525 Ib-In =Ppoint*LG4 Required Sy: 0.1280 inA3 =M/Fb 0.128 S 3.2887 InA3, OK Deflection: 0.1477 in =Ppoint*Le31(48*E*Iy) Allowable Deflection: 2.2444 in =Lc/(Deflection Limit) 0.1477 S 2.2444 in, OK Governing Bottom Rail Forces (At Connections) Moment (M): 19065 Ib -In Lateral Force Required (V1): 381.25 lbs=Max(Ppoint, 1/4*Pres*HI*L) Tension Required (11: 381,25 lbs=Max(Ppoint,1/4*Pres*HI*L) 160 SW 12TH AVENUE #106, DEERFIELD BEACH, FL 33442 PHONE: 954-354-0660 FAX: 954-3544M3 WWW.ENGEXP.COM PAGE F OF MilWENOINEERINO EXPRES'S� Work Prepared For. #W/A Project: #/ALVEI TOPCAP LOADING Pconc: Concentrated Load on Top Rail Per Code Plin: Linear Load on Top Rail Per Code INFILL LOADING 2.00 in Wind Pressure: 18.58 psi (W Exposure D) Porosity: 0% Open WInd_Inflli: 18.58 psf Uniform Wind Load on Infill Members Code infill: .00 psf HVHZ Uniform Load on Infill Members Infill load Pres: 18.58 psf -max(Wlnd lnBll,Code Infilq Ppoint: 160 ib Point Load Ppoint (dist): `50 Ib11it Load on 1SF of Infill Post Spacing (L): 4.0 It C.C. or Clear Span (Lc): Top Rall Height (H): 6.0 It total or Top Rail Load Height (Hh): Bottom Rail Height (B): 2.00 In TOPCAP RECTTUBE Section: 2" x 2" x 0.125" Alloy. ' 8081 Temper. T8 Critically Welded: Y b: 2.00 in th: 0,124 )n h: - 2:00 in th: 0.125 in b . 0.55 InA4 ly: 0.55 InA4 Sx: 0.55 InA3 Sy: 0.55 InA3 Lb. 4.00 in E: 1.01 E+07 psi Fb: 9.1 ksi M_allowed(x-dir): 5009 Ib -in M_ailowed(y-dir): 5009 Ib -in (perpen. To horiz load) (parallel to horiz load) ❑ Custom Sewon Prope ft HVHZ? YES Deflection Limit (DefLimit): Length/90' Infill Height (HI 4.8 ft Picket Length (LP): 4.5 ft Picket Spacing (S): 4.00 In 3.8 It 5.0 ft b: 2;Ot).in BOTTOM RAIL RECT TUBE Section: 2" x 2" x 0.125" Alloy: 8061 Temper. T6 Critically Welded: Y b: 2;Ot).in (vertical leg) th: 6.12516 h: 2.00 in (horiz leg) th: 0.125 In ❑ Custom Section Properties Ix: 0.55 InA4 ly: 0.55 InA4 Sr. 0.55 InA3 Sy: 0.55 InA3 E: 1.01 E+07 psi Lb: 4.00 In Fb: 9.1 ksi M allowed(x-dir): 5009 lb -In Quick Check: Bottom Rail Bending OK Bottom Rail Deflection OK 160 SW 12TH AVENUE *106, DEERFIELD BEACH, FL 33442 PHONE: 954-354-0660 FAX: 954-354-0443 WWW.ENGIXP.COM PAGE 6 OF ENGINEERING ., L3C}�'AEus Moment (M): 989 Ib -In =Pres*(H-B)/2*Le2/8 Required Sy: 0.1089 InA3 =M/Fb 0.1089:9 0.6618 InA3, OK Deflection: 0.0391 In =5*Pres*(H-B)/2*Le4/(384*E*ly) Allowable Deflection: 0.5111 In =Lc/(Deflection Limit) 0.03915 0.5111 in, OK .oadina From Pconc Moment (M): 0 Ib-In =Pconc*Lc/4 Required Sy: 0.0000 InA3 =M/Fb 0 5 0.5518 InA3, OK Deflection: 0.0000 in =Pconc*L&3/(48*E*ly) Allowable Deflection: 0.5111 In =Lc/(Deflection Limit) 0 5 0.5111 In, OK idino From Pconc Moment (M): 0 Ib-In =Pconc*Lc/4 Required Sx: 0.0000 InA3 =M/Fb 0:9 0.5518 InA3, OK Deflection: 0.0000 in =Pconc*Le3/(48*E*bc) Allowable Deflection: 0.5111 In =LG(Deflection Limit) 0:9 0.5111 in, OK .oadina From Plin Moment (M): 0 Ib -In =Plin*L&2/8 Required Sy: 0.0000 InA3 =M/Fb 0 5 0.5518 InA3, OK Deflection: 0.0000 in =5*Plin*Le4/(384*E*ly) Allowable Deflection: 0.5111 In =Lc/(Deflection Limit) 0 5 0.5111 in, OK idino From Plin Moment (M): 0 Ib -In =PIIn*Le2/8 Required Sx 0.0000 InA3 =M/Fb 0 5 0.5518 InA3, OK Deflection: 0.0000 In =5*Plan*L&4/(384*E*lx) Allowable Deflection: 0.5111 in =W(Deflection Limit) 0 5 0.5111 In, OK )m Ppoin Moment (M): 575 Ib-In =Ppoint*Lc/4 Required Sy: 0.0633 InA3 =M/Fb 0.0633:9 0.5518 InA3, OK Deflection: 0.0182 In =Ppoint*LcA3/(48*E*ly) Allowable Deflection: 0.5111 in =Lc/(Deflection Limit) 0.0182.S 0.5111 In, OK Govemina Topcep Forces Moment (M): 989 Ib -In Lateral Force Required (V1): 179 lbs=Max(Pconc, PIIn*L, 1/2*Pres*Hi*L) @ Intermediate Post Lateral Force Required (V2): 90 lbs=Max(Pconc, Plin*L, 1/4*Pres*Hi*L) @ End Post or Wail Tension Required 0 lbs =Max Pconc, PIIn*L 160 SW 12TH AVENUE #106, DEERFIELD BEACH, FL 33442 PHONE: 954-354-0660 FAX: 954-354-0443 WWW.ENGEXP.COM PAGE 7 OF NNOWENC311s EXPR, ING Govemina Bottom Rail Forces (At Connections) Moment (M): 989 Ib -in Lateral Force Required (V1): 89.71 lbs=Max(Ppoint, 114*Pres*HI*L) Tension Required M: 88.71 lbs=Max(Ppolnt,1/4*Pres*Hi*L) 160 SW 12TH AVENUE 5106, DEERFIELD BEACH, FL 33442 PHONE: 954-354-0660 FAX: 954-354-0443 WWW.ENGEXP.COM PAGE OF BOTTOM RAIL CHECKS Infill Loading (Greater of Code Load or Wind Load) Moment (M): 989 Ib -in =Pres*(H-B)/2*LcA2/8 Required Sy: 0.1089 InA3 =M/Fb 0.1089 5 0.5518 InA3, OK Deflection: 0.0391 In =5*Pres*(H-B)/2*L&4/(384*E*ly) Allowable Deflection: 0.5111 In =Lc/(Deflection Limit) 0.0391 5 0.5111 in, OK Loading From Ppoint Moment (M): 575 Ib-in =Ppoint*Lc/4 Required Sy: 0.0633 InA3 =M/Fb 0.0633:9 0.5518 InA3, OK . Deflection: 0.0182 In =Ppoint*LCA3/(48*E*ly) Allowable Deflection: 0.5111 in =Lc/(Deflection Limit) 0.0182:9 0.5111 in, OK Govemina Bottom Rail Forces (At Connections) Moment (M): 989 Ib -in Lateral Force Required (V1): 89.71 lbs=Max(Ppoint, 114*Pres*HI*L) Tension Required M: 88.71 lbs=Max(Ppolnt,1/4*Pres*Hi*L) 160 SW 12TH AVENUE 5106, DEERFIELD BEACH, FL 33442 PHONE: 954-354-0660 FAX: 954-354-0443 WWW.ENGEXP.COM PAGE OF a ENGINEERING Work Prepared For: Pro)erx P066 Footi6'Design Based oft Chepte? 78 of the 2010 FBC . INPUT DATA & DESIGN SUMMARY IS FOOTING RESTRAINED @ GRADE LEVEL? (1-YES,O=NO) 0 no P LATERAL FORCE @ CENTER OF POST P = 0.3325 It Pressure- 19 psf HEIGHT TO CENTER OF POST H = 2.5 ft Post Height= 5 ft DIAMETER OF POST FOOTING B - 1.5 ft H Post Spacing= 3.5 ft LATERAL SOIL BEARING CAPACITY S. 0.2 ksf/ft Footer Dia.=i' its in ISOLATED POST FACTOR F - 2 Footer Depth .= 433.0 In FIRST TRIAL DEPTH D = 2 ft Use 1.5 ft dia x 2.79 ft deep footing unrestrained ground level D ANALYSIS LATERAL BEARING @ BOTTOM: Ss =FSD LATERAL BEARING @ D/3: S,=0.33S3 A = 2.34P BS, A 4.36H 2 1+ 1+ A FOR NONCONSTRAINED REQUIRD DEPTH: D 425PH FOR CONSTRAINED BS3 NONCONSTRAINED CONSTRAINED LATERAL FORCE @ TOP OF POLE P => 0.33 k 0.33 k HEIGHT OF POLE ABOVE GRADE H => 2.5 ft 2.5 ft DIAMETER OF POLE FOOTING B => 1.50 ft 1.50 ft LATERAL SOIL BEARING CAPACITY FS => 0.40 ksf /ft 0.40 ksf /ft 1ST TRIAL TRY D, _> 2.00 ft 2.00 ft LAT SOIL BEARING @ 1/3 D Sr => 026 ksf 0.26 ksf LAT SOIL BEARING @ 1.0 D S3 => 0.80 ksf 0.80 ksf CONSTANT 2.34P/(BSS) A => 1.96 - - REQD FOOTING DEPTH RQRD D => 3.50 ft 1.72 It 2ND TRIAL: TRY D2- 2.75 ft 1.86 ft LAT SOIL BEARING @ 1/3 D Sr => 0.36 ksf 0.25 ksf LAT SOIL BEARING @ 1.0 D S3 => 1.10 ksf 0.74 ksf CONSTANT 2.34P/(BSI) A => 1.43 - - REQD FOOTING DEPTH RQRD D => 2.81 ft 1.78 ft 3RD TRIAL: TRY D3=> 2.78 ft 1.82 It LAT SOIL BEARING @ 1/3 D S, => 0.37 ksf 0.24 ksf LAT SOIL BEARING (x31.0 D S3 => 1.11 ksf 0.73 ksf CONSTANT 2.34P/(BSI) A -> 1.41 - - REQD FOOTING DEPTH RQRD D => 2.79 ft 1.80 ft 4TH TRIAL: TRY D4=> 2.79 ft 1.81 It LAT SOIL BEARING @ 1/3 D S, =a 0.37 ksf 0.24 ksf LAT SOIL BEARING @ 1.0 D S3 => 1.11 ksf 0.72 ksf CONSTANT 2.34P/(BSr) A -> 1.41 - - REQD FOOTING DEPTH RQRD D => 2.79 ft 1.80 ft 5TH TRIAL: TRY D5=> 2.79 ft 1.81 ft LAT SOIL BEARING @ 1/3 D Sr => 0.37 ksf 024 ksf LAT SOIL BEARING @ 1.0 D S3 => 1.11 ksf 0.72 ksf CONSTANT 2.34P/(BSr) A - 1.41 - - REQD FOOTING DEPTH RQRD D => 2.79 It 1.81 ft PmL2 3 PER FBC 424.2.17.1.8: POOL ACCESS FRANK L BENNARDO, P.E. ELDED ALUMINUM ROLLING GATE- GATES WHEN PROVIDED SHALL COMPLY GENERAL NOTES WITH FBC 424.2 AND MUST BE AT LEAST 48" ABOVE GRADE & EQUIPPED WITH A d (NON-STRUCTURAL, DECORATIVE BARRIER, TYPICAL INSTALLATION (GROUND LEVEL ONLY) SELF CLOSING, SELF LATCHING LOCKING 1. THIS SYSTEM HAS BEEN DESIGNED AND SHALL BE FABRICATED IN DEVICE NOT LESS THAN 54" FROM BOTTOM ACCORDANCE WITH THE REQUIREMENTS OF THE 2010 FLORIDA BUILDING Y2"r X 5'H WOOD PICKETS GATES SHALL REMAIN IN OPEN AND of GATE. GATE MUST OPEN OUTWARD CODE. VALID FOR (1),IOat 0 ATTACHED WITH (2) #14 AWAY FROM POOL & MUST HAVE NO 2. DESIGN BASED ON ASCE 7-10 USING V "n= 115MPH (3 SEC GUST, UP TO 6'-0" j0NLYWN ENGMEBt SMS AT TOP AND BOTTOM, SECURED POSITION DURING OPENING >1/2" WITHIN 18" OF RELEASE WITHIN HVHZ), EXPOSURE -D', RISK CATEGORY I, USING THE 'OPEN SIGN TYP WINDSTORM EVENTS >75MPH MECHANISM. POOL LATCH INSTALLED PER METHOD'. 70% OPEN USED IN CALCULATIONS. (V _a=V"a*N/0.6) MANUFACTURER'S RECOMMENDATION AND 3, THIS GATE DESIGN TO BE USED AT GROUND SURFACE ONLY, WITH USE O SUSTAINED a IS NOT INCLUDED IN THIS CERTIFICATION. LIMITED TO DECORATIVE BARRIER PURPOSES ONLY. THIS GATE IS NOT Z O INTENDED TO MEET CODES GOVERNING ELEVATED BALCONIES OR STRUCTURAL ® ri d• > RAILINGS. rn # M Z / 4. ALL FASTENERS TO BE #12 X 3/a" OR GREATER 2024-T4, 18-8 SERIES 300 W u�nJ = _j U �f NON-MAGNETIC STAINLESS STEEL, OR CADMIUM PLATED OR OTHERWISE W W�i CORROSION RESISTANT MATERIAL AND SHALL COMPLY WITH S. 1.1C, Z v d EXISTING 3 KSI CJS S I G 3 Si SPECIFICATIONS FOR ALUM. STRUCTURES -SECTION 1, THE ALUMINUM CODES. W = '• X yj CONCRETE BLOCK CONCRETE BLOCK; ASSOCIATION,INC., & APPLICABLE FEDERAL STATE, AND LO > U 1E W d �i 5. ALL EXTRUDED MEMBERS SHALL BE ALUMINUM ALLOY TYPE 6061-T6 OR BETTER, 0rn In WALL WALL U.N.O. U t m Z o g 6. ALL CONCRETE SHALL BE UNCRACKED ONLY WITH A MINIMUM COMPRESSIVE % STRENGTH OF 3000 PSI U.N.O. AND SHALL BE MINIMUM 1.5X THICKER THAN ` W r4 3 v ANY MEMBER EMBEDMENT. ALL EPDXY AND GROUT SHALL MEET OR EXCEED z COMPRESSIVE STRENGTH OF THE CONCRETE AND SHALL BE IRON -FREE, en NON -SHRINK AND NON-REACTIVE. CONCRETE FOOTERS SHALL CONTAIN MIN (n w i$ 0.1% FIBERMESH ADMIXTURE PER CY.W G .�.. r 5" 7. FOOTER NOTE: FOR HVHZ APPLICATIONS, TOP OF FOOTER SHALL BE 8" BELOW $a WrD GRADE •• z lO'-O" MAX 8. SURROUNDING SOIL TO BE COMPACTED TO 98% OPTIMUM DENSITY, 2500 PSF w MIN AND SHALL BE CLASSIFIED OR VERIFIED BY OTHERS PRIOR TO 4 17'-0" CONSTRUCTION PER FBC 1806.2 AND SHALL BE SANDY GRAVEL CLASS ONLY. q 9. FOR ALUMINUM ATTACHMENTS ALL ANCHORS SHALL BE SPACED WITH Lu 2xDIAMETER END DISTANCE AND 2.5xDIAMETER MIN SPACING TO ADJACENT z ROLLER DETAIL ANCHORS, UNLESS NOTED OTHERWISE. q� 10. ALUMINUM WELDING SHALL BE PERFORMED IN ACCORDANCE WITH 2010 FBC c� SECTION 2003.8.1.4 WITH WELD FILLER ALLOYS MEETING ANSI/AWS A5.10 >"b" X 2�" ITW TAPCONS PER RECEIVER GUIDE STANDARDS TO ACHIEVE ULTIMATE DESIGN STRENGTH IN ACCORDANCE WITH 3 ( ) 4 4 THE ALUMINUM DESIGN MANUAL PART I -A, TABLE 7.3.1. ALL ALUMINUM HINGE SPACED 2" O.C. W/ 1 3/q" CONSTRUCTION SHALL BE IN CONFORMANCE WITH THE TOLERANCES, QUALITY 9 EMBED INTO 3KSI CONCRETE OUTSIDE y;. CONCRETE BLOCK WALL AND METHODS OF CONSTRUCTION AS SET FORTH IN FBC SECTION 2003.2 AND THE AMERICAN WELDING SOCIETY'S STRUCTURAL WELDING CODE -ALUMINUM co AND 2 "MIN. EDGE DISTANCE O (D1.2). MINIMUM WELD IS %- THROAT FULL PERIMETER FILLET WELD UNLESS z .My FROM ANY CONCRETE FACE, OTHERWISE NOTED. W • � M TYP, O 11. THE CONTRACTOR IS RESPONSIBLE TO INSULATE ALL MEMBERS FROM V o GUIDE ROLLER 3" X 3" X 0.125" POST DISSIMILAR MATERIALS TO PREVENT ELECTROLYSIS. :3� M 12. PER FBC 424.2.17.1.8: POOL ACCESS GATES WHEN PROVIDED SHALL COMPLY I CONCRETE BLOCK WALL WITH BRACKET WITH FBC 424.2 AND MUST BE AT LEAST 48" ABOVE GRADE & EQUIPPED WITHA SELF = O Z o BOTTOM OFSING, SELF LATCHING LOCKING DEVICE GATE. GATE MUST PEN OUTWARD AWAY FROM OL & UST HAVE S THAN 54- FROM CA CA w CA z Lu H ^ m Oi O L V -TRACK DETAIL GROUNDPOST DETAILS NO OPENING >1/2" WITHIN 18" OF RELEASE MECHANISM. POOL LATCH Q Z N Z Z U)i Ln 3" X 3" X 1.25" ALUMINUM TOP RAIL EXISTING 3 KSI CONCRETE STRUCTURE INSTALLED PER MANUFACTURER'S RECOMMENDATION AND IS NOT INCLUDED IN Ln m SQUARE TUBE THIS CERTIFICATION. � M V M 13. ELECTRICAL GROUND, WHEN REQUIRED, TO BE DESIGNED & INSTALLED BY GATE/GUIDE ROLLER 2"X3" NON -MAR NYLON GUIDE ROLLERS OTHERS. POST WITH AXLE & WELDED ALUM BRACKETS TO 14. ENGINEER SEAL AFFIXED HERETO VALIDATES STRUCTURAL DESIGN AS SHOWN 1 X 1 X 3/16" ALUM ANGLE 2"X3" NON -MAR NYLON 4"X6'703/8' ALUMINUM PLATE, ATTACHED TO ONLY. USE OF THIS SPECIFICATION BY CONTRACTOR, et. al. INDEMNIFIES & m WELDED TO 3" WIDE SAVES HARMLESS THIS ENGINEER FOR ALL COST & DAMAGES INCLUDING Z 12" CONC. RIBBON OR GUIDE ROLLERS WITH WALL W/ (4) Yz" RED HEAD SLEEVE LEGAL FEES & APPELLATE FEES RESULTING FROM MATERIAL FABRICATION, CONT. �' FLAT BAR AXLE & WELDED ALUM ANCHORS W/ 4" EMBEDMENT,1"MIN EDGE SYSTEM ERECTION, CONSTRUCTION PRACTICES BEYOND THAT WHICH IS o CONTINUOUS SLAB OR STOCK V -TRACK PART BRACKETS TO POST DISTANCE TO EDGE OF PLATE, 2 Y2' EDGE CALLED FOR BY LOCAL, STATE, & FEDERAL CODES & FROM DEVIATIONS OF THIS DISTANCE TO CONCRETE EDGE, 3" O.C. MIN. PLAN' VERTICAL FRAME 14. ENGINEERING EXPRESS HAS NOT VISITED THIS JOBSITE. INFORMATION Z CONTAINED HEREIN IS BASED ON CONTRACTOR -SUPPLIED DATA AND (2) ROWS �' X 3" TAPCON MEMBER MEASUREMENTS. ENGINEERING EXPRESS SHALL NOT BE HELD RESPONSIBLE OR PICKETS LIABLE IN ANY WAY FOR ERRONEOUS OR INACCURATE DATA OR M ANCHORS OR EQ. 24" MAX BOTTOM RAIL O.C.MEASUREMENTS. DIMENSIONS ARE SHOWN TO ILLUSTRATE DESIGN FORCES y V-TRACK4" WGROOVE V TRACK AS PER DETAIL AND OTHER DESIGN CRITERIA. THEY MAY VARY SLIGHTLY, BUT MUST REMAIN w WHEEL WITHIN THE LIMITATIONS SPECIFIED HEREIN. WORK SHALL BE FIELD VERIFIED MGM j '�'�"-4w-"..ya: 3 '' ;-r'!•."u.... \� \�\ FIN. GRADE BY OTHERS PRIOR TO CONSTRUCTION. ENGINEERING EXPRESS SHALL BE g m s8 m 5-Y? `'.•" " . " +_%<" _ ).. / / NOTIFIED AND GIVEN AN OPPORTUNITY TO REEVALUATE OUR WORK UPON Is N PLAN VIEW ' M '•'" ^. \ \�/� EXISTING FIELD CONDITIOND DISCOVERY OF ANY S AND FABRICATION ANDTE INFORMATION INSTALLATION OTO ON OF J z 3 KSI CONCRETE IN WELL MATERIALS. PLATES WITH ELITE �� ' /• COMPACTED SOIL 15. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS V�IOOVED SEALED WELL COMPACTED SOIL �8�. \�� OR AFFIRMATIONS ARE INTENDED. BEARING ®g ffi EXIST. CONCRETE WHEEL WITH V -TRACK GATE FRAME EXTRUSIONS LI." � 2" � � 2" � COPYRIfBB'FRAM(L B13NNARDO P.E 13-BNUGE-01 1/4" 1/4" 1/8" PAGEDESCUMONe 01 N N N 2 171 M r ' TOP RAIL BOTTOM RAIL VERTICAL FRAME MEMBERS 0 W 4 4 Lu M� 0 r WELDED ALUMINUM SWING GATE (NON-STRUCTURAL, DECORATIVE BARRIER, TYPICAL INSTALLATION (GROUND LEVEL ONLY) 1/ -r v Clu \A/nnr% oTrvCTc ATrAf`ucr% WTTu /7\ 41 A CMC GATE FRAME EXTRUSIONS TOP RAIL 1 SPACED 2" O.C. W/ 1 3/4" EMBED INTO 3KSI CONCRETE AND 2 Y2" MIN. EDGE DISTANCE FROM ANY CONCRETE FACE, TYP. N VERTICAL FRAME MEMBERS AND BOTTOM RAIL NOTE: 2"X2'V8 MEMBER IS STRUCTURALLY ADEQUATE AND CAN BE USED AS TOP RAIL FOR SWING GATE. 2"X4'XY4" TOP RAIL CAN ALSO BE USED FOR AESTHETIC PURPOSES GATES SHALL REMAIN IN OPEN AND SECURED POSITION DURING WINDSTORM EVENTS >75MPH SUSTAINED FRANK L BENNARDO, P.E. # PE0046549 f �. 1 VALID FOR (1) JO fA�LLY VALID OWYMTH RM 80M O (n Z Ln N v m ® "I � O f i WalLr�^^m Dm U ra W Z a=d U za 6 6 LATCH PICKETS a Z FRAME Z �C No W o WW .�j 33a N Cc0 J Lu STOCKADE PLAN VIEW HINGE Tia-� O HORIZONTAL RAILS PICKETS " GRADE STOCKADE SIDE VIEW zI u- 0 = M 17u m en (n Lu Q Z ~ to zZIA ~ Ln N v m r M f 1 COPYRIf#ITFffiWLfflW# DOPE 13-BNUGE-01 P0