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FW-14-173Eoe Miami r h ill S ©es Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION Permit Type: BUILDING Permit No. JAN _p 0 2014 FBC 20 Master Permit No f /!/ - /--Z 3 ROOFING JOB ADDRESS: 10,9 f) ti ca rs' �; !. City: Miami Shores County: Miami Dade Zip: Folio/Parcel #: Is the Building Historically Designated: Yes OWNER: Name (Fee Simple City: i 16 k-m Tenant/Lessee Name:: Email: Y._ State: NO Flood Zone: L CONTRACTOR: ComTany Name: PAC k V"Ikone #: Address: City: _r1, i ft-t--k- 1 Qualifier Name: 1AAA V ife- VIZA, L- Zip: ;13 1 1 --%- 496'xcl 1ri IVII State Certification or Registration #: i!:- ertificat"e of Competency #: Contact Phone #: Email Address: '�°�C -� d S c�[[� P— 9 DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit: $ �r_�� Square/Linear Footage of Work: Type of Work: ❑Addition DAlteration ONew ORepair/Replace Description of Work: Cra rip, ®h � b (Z.) 0 Color thru d1e: ODemolition Submittal Fee Permit Fee $ Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ CCF CO /CC $ DBPR $ Bond $ 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 City State zip zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Owner or Agent The foregoi(. instrument was acknowledged before me this day of l , 2� 3 , by �% i �tA'C. S who is personally known to me or who has produced (—(— 1 D Signature Contractor The foregoing instrument was acknowledged before me this X_ 20 , by personally known to me who has produced As identification and who did take an oath. cation and who did take an oath. NOTARY PUBLIC: Sign: �, :'• •. Print: s ®' , y b •' My Commission Expires: T • _1 1 �'�, .• �• ��` •... IWO APPROVED BY Zi 1 Plans Examiner zg�ki 31 ` Structural Review NOTARY PUBLIC: J Sign: MN ssoN #EEM41 DPM: JUN 14, 2016 Print: e..a.a µ—f& tai _Qhft hIRmnwmn My Commis ion: (Revised 5/2/2012 )(Revised 3/12/2012) )(Revised 06/10 /2009 )(Revised 3 /15 /09)(Revised 7/10/2007) Zoning Clerk !Engineer, PLLC. 8215 LAKE DR #13502 DORAL FL 33166, Phone (954) 274 -2429; Fax (786) 545 -7636 Web site: www.iengineerpllc.com; E -mail: juanDien ig neer lip c.com PAGE i/8 COVER SHEET DATE: September 6, 2013 PROJECT: Aluminum fence Oft hgt, 3.5ft hgt, and gates. ADDRESS: 1080 NE 105th St, Miami, FL 33138 CLIENT: This computation book contains manual and computerized structural calculations, certain printed manufacturer's data and Computation pages are numbered 1 thru 8. Computations were performed to the best of our knowledge according to sound and generally accepted engineering principals and Code requirements, using nationally recognized computer software and in -house developed software. Prior to commissioning Into service, the In -house developed software was thoroughly checked by performing parallel manual computations. The sign and seal provided herein are meant to cover all computation sheets pages 1 through 8. �I�A iEngineer PLLC, CA 29119 _ Juan C. Moreno, F.L Reg. P.E 69818 VAUD ONLY FOR ONE (1) PERMIT ONLY. VAUD ONLY WITH RAISED PE SEAL. -ANY CORRECTIONS, INK MARKS, WHITE OUT OR STICK -ONS WILL VOID THESE DRAWINGS AND CALCULATIONS. (` d iEngineer, PLLC. 8215 LAKE DR #8502 DORAL FL 33166, Phone (954) 274 -2429; Fax (786) 545 -7636 Web site: wwmien i� neer III; E -mail: juanc@ien inePrp11r com PAGE ii /8 I 10 101 DESCRIPTION PAGE Wind load calculations 1 Picket design 3 Top chord design 4 Bottom chord design 5 Post design 6 Concrete footing design 7 Core drill design 8 1/8 MECAWind Version 2.1.0.6 per ASCE 7 -10 Developed by MECA Enterprises, Inc. Copyright 2013 www.mecaenterprises . com Date : 9/6/2013 Project No. Company Name : Designed By Address Description City Customer Name State Proj Location File Location: C: \Documents and Settings \JUAN M \Desktop \WIND 7 -10, ASD picket fence Oft height.wnd Other Structures & Building Appurtances MFRS (Ch 29) All pressures shown are based upon ASD Design, with a Load Factor of .6 Basic Wind Speed(V) = 115.00 mph & Lattice Description Structural Category = II Exposure Category C Natural Frequency -- N/A Flexible Structure = No Importance Factor = 1.00 Kd Directional Factor = 1.00 Damping Ratio (beta) = 0.01 1.100 Kz Alpha - 9.50 Zg = 900.00 ft At = 0.11 Bt = 1.00 Am = 0.15 Bm = 0.65 Cc = 0.20 1 = 500.00 ft Epsilon = 0.20 Zmin = 15.00 ft Ht: Ht above Grade = 4.00 ft L: Width Parallel to Wind Direction = 0.17 ft W: Width Perpendicular to Wind Direction = 100.00 ft Gust Factor Category I Rigid Structures - Simplified Method Gustl: For Rigid Structures (Nat. Freq. >l Hz) use 0.85 = 0.85 Gust Factor Category II Rigid Structures - Complete Analysis Zm: 0.6 *Ht = 15.00 ft lzm: Cc *(33 /Zm) ^0.167 = 0.23 Lzm: 1 *(Zm /33) ^Epsilon = 427.06 ft Q: (1/(1 +0.63 *((B +Ht) /Lzm) ^0.63)) ^0.5 = 0.89 Gust2: 0. 925*(( 1+ 1.7 *lzm *3.4 *Q) /(1 +1.7 *3.4 *lzm)) = 0.87 Gust Factor Summary Not a Flexible Structure use the Lessor of Gustl or Gust2 = 0.85 Design Wind Pressure - Other Structures Elev Kz Kzt qz W Pres Cf( 1.60) W Pres Cf( 1.50) W Pres Cf( 1.10) - - - - - ft psf psf psf psf ------------------------------------------------------------------------ - - - - -- 4.00 0.85 1.00 17.244 23.45 21.99 16.12 Note: W Pres Cf is Wind Pressure based on Cf(Force Coefficient) Figure 29.5 -2: Force Coefficients for Open Signs & Lattice Description Flat -Side D< =7.22 D >7.22 Force Coeff. ----------- - - - - -- e- Solidity Ratio ------ - - - - -- 0.300 -- - - - - -- 0.300 -- - - - - -- 0.300 Cf -Force Coeff. 1.600 1.500 1.100 Kz 0.849 0.849 0.849 Kzt 1.000 1.000 1.000 Qz(psf) 17.244 17.244 17.244 Elevation(ft) 4.000 4.000 4.000 SEE NEXT PAGE FOR WIND PRESSURE VALUE. 218 Wind Pres.(psf) L Notes: 1) Signs with openings signs 2) e - Ratio of solid 3) D - Diameter of typ 21.986 16.123 >30% of gross area are considered open to gross area round member WIND PRESSURE ALUMINUM RICKETS DESIGN WIND PRESSURE = 24 psf WIDTH PjcKErs = 0.75 in I W(Lb /ft)= 1.5 W = WIND PRESSURE x WIDTH FIcKErs W= 1.5 Lb /ft L (spm) = 4.00 ft M= WxL2 8 M = 36.00 Lb - in S= M Fb Fb = 19 Ksi S = 36.00 Lb - in 19,000 psi S = 0.0019 < Sx, Ok V= WxL 2 V= 3.00 Lb ..a L(ft)= 4.00 0 Not welded, rectangular tubes, structural shapes bent around strong axis UMINUM ALLOY 6061 -T6 BE 3/4" SiQ x 0.062 WALL ( Sx = 0.036 in } 3/8 ALUMINUM TOP CHORD DESIGN mss.. WIND PRESSURE= 24 psf = = =- _ L (ft) = 6 W(Lb /ft)= 10 4- WIDTH CHORD = 1 in Y4.4F1:. SHEAR PICKETS = 3.40 Lb @ 4.5 in W = WIND PRESSURE x WIDTH CHORD + SHEAR PICKETS W= 10.0 Lb /ft USE L (spam) = 6.00 ft M= WxL2 8 M = 540.00 Lb - in S M Fb Fb = 9 Ksi S = 540.00 Lb - in 9,000 psi S = 0.0600 < Sy, Ok V= WxL 2 V= 30.00 Lb UMINUM ALLOY 6061 -T6 fBE2X1 X1 /8 (Sy = 0.33in3) 4/8 ALUMINUM BOTTOM CHORD DESIGN vr.,4 WIND PRESSURE ° 24 psf 0 in SHEAR PICKETS V= WxL 1 2 V = 30.00 Lb WIDTH CHORD = 1 in SHEAR PICKm = 3.00 Lb a@ 4.5 W = WIND PRESSURE x WIDTH CHORD '+ W= 10.0 Lb /ft USE L (smm) = 4.00 ft M= WxL2 8 M = 540.00 Lb - in S= M Fb Fb = 9 Ksi S = 540.00 Lb - in 9,000 psi S = 0.0600 < Sy, Ok W(Lb /ft)= 10 Welded, rectangular tubes, structural shapes bent around strong axis ALUMINUM ALLOY 6061 -T6 CHANNEL 2 X 1 X 0.093 (Sy = 0.21 in3 ) o �= 5/8 ALUMINUM POST DESIGN WIND PRESSURE = 24 psf WIDTH POST = 2 in SHEAR CHORD = 30.00 Lb W = WIND PRESSURE x WIDTH POST Fw-( LOAD )= 4.00 Lb / ft P (1) TOP & BOTTOM CHORD = 2 x SHEAR CHORD P (1) TOP & BOTTOM CHORD = 60.00 Lb L (sPAM) = 4 ft USE W ( LOAD ) C� P (1) L (1) B ;TTOM L (1) BOTTOM = 0.25 ft L (2) TOP = 4 ft M = W x L2 + P(1) x L(1) soT + P(1) x L(2) TOP 2 M = 3444.00 Lb - in S= M Fb Fb = 9 Ks! S = 3444.00 Lb - in 9,000 psi L (SpAm) L (2) TOP P (TOTAL)= M (L /2) P (Tom= 143.50 Lb Welded, rectangular tubes, structural shapes bent around strong axis S = 0.3827 < Sx Ok ,LUMINUM ALLOY 6061 -T6 UBE2X2X1 /8 (Sx= 0.552M3} 6/8 r POST EMBEDDED IN CONCRETE FOOTINGS IN EARTH F.B.C. 1819.7.2.1 UNCONSTRAINED b = diameter of round post or diagonal dimension of square post or footing, feet. d = depth of embedment in earth in feet but not over 12 feet for purpose of computing lateral pressure. h = distance in feet from ground surface to point of application of P. P = applied lateral force, pounds. S 1 = Allowable lateral soil- bearing pressure as set forth in Table §1819.6 based on a depth of one -third the depth of embedment, pounds per square foot. F =3 S3 =FxSxD d =0.5A(1 +[1 +(4.36hIA)] "112) S1 =S3 A= 2.34P/(S 1 b) USE CONCRETE FOOTING b = 12 " 0 and d = 21 " Deep P: 11 7/8 -TRIAL F S d (ft) FxS b (ft) P (Lb) h (ft) A d ft) 2' 0p. , 1 40L.0_1- 1.80 800 1,4 1 .50 Z.70 0.70 1.66 2 400 1.66 800 1.00 143.5 2.10 0.76 1.75 2 400 1.75 800 1.00 143.5 2.10 0.72 1.69 2 400 1.69 800 1.00 143.5 2.10 0.74 1.73 2 400 1.73 800 1.00 143.5 2.10 0.73 1.71 2 400 1.71 800 1.00 143.5 2.10 0.74 1.72 2 400 1.72 800 1.00 143.5 2.10 0.73 1.71 2 400 1.71 800 1.00 143.5 2.10 0.74 1.72 2 400 1.72 800 1.00 143.5 2.10 0.73 1.71 2 400 1.71 800 1.00 143.5 2.10 0.73 1.72 USE CONCRETE FOOTING b = 12 " 0 and d = 21 " Deep P: 11 7/8 project marnw. _ _ s Addresa: - Load Item US Farm High In RaIll" Post Embedment, according with ACI 318 Appendix 0 P = 24000 Lbs Loci din. L = In Pont of load aWicant to fleish Hoar. t = - In Concrete slab thickness. a C, ACI 318-08 APPENDIX D.8.5 be= ' . - . In Deep of embedment. hm= 4.00 in Checking t6. 61 # . : to Distance from the center of Post to the edge Of concrete. 8fab F'c = psI Grout Fcm psi, % Ksi, ACI 318 -08 APPENDIX D.3.5 dew,,.,, = In Outside dmensiom perpendicular to the face. Cbvtd r pod - f V / Yes or N f No ) SO or RECT Post = Y /= 4.00 in /= 4.00 in $ 8 de HD = 3 In Hole diameter. core drill or town embedment. / m Is load bearing length of the ancor for shear. not exceed 8d a= 2.048 in am(2 "het2 + 3 L het) /(3 het + 6 L) P2 = 2641.4 kb3 P2ma2 • P/ (h. (2 a -h.)) Pt = 2401.4 Lbs P'-P2 - P V ®m x P2 Uve Wed, ACI 318-08 Section 92 Vu= 3433.9 Lbs b1@ 9.13 in �blm 1.782•c. +d, f2= 1042.5 psi b= 2.47 In f2m 2 ' P2/ (a' b) Allowablem 0.65' 0.85' Pc A A = v (bt / d) = 2.1364 A <2, OK Allowable- 3315.0 Psi fa= 1290.0 psi d= 2.00 in f2= 2 ' P21 (e ' b) Allmoblem 0.85.0.85' F'c' A A = v (b / d) = 1.1124 A<2. OK Ailovrable= 4916.8 psi 1 _ -! dd. O�tNrRET� BRE10.tt T t;«`f41GM4sTH OF CHttlt lAi "� __. _� ���;.�� - 4'Vmm0 'AM /A„'Wer417 "(711 1cl" d" f� r,") OV ,.= 3737.1 Lbs 5 `3 We= Av /Avo and 406 term are 1.0 for sbge shear sly not influenced by more than one free edge W7= 1.0 in cracked uncorked concrete 417= 12 with edge minf of d4 tr and greater W7= I A with edge mW of 04 bar and stirrups at 4" or less. or If (ft<t 0.821) /m Is load beark0 length of the anchor for shear. not exceed 8d "(Waft m 300 U=7.5 ♦fc= 410.792 OK 3 i"KRETF -tR jTWMIR H OF Alopif IAt WVmm m'kvAN/ Aft *W2•W3 "(24'vft. ,$) mV "= 11830.8 Lbs 4WWc @ 164.32 psi Failure cos area = 2(1.5 c, x1.5 c )+de• (1.6 c1) 1.5"c1 :-h: (m) = h Failure core area = 84.00 fie Vn = 13802.6 Lbs _ VIVO, WZI-M -- 8/8 V.- L f2 a "P2 her he - a P _.. b f, b b JAN 3 0 20% 1` �1 w .�.�� } REm IT #: ��,,� / ZONING BLDG DEPT LJ Su O CcMpI >A WITH ALL STATE ANv t-y-Wi t! riLL AND RWU ATt . ift C cl EXIST. POOL 01 A (•) m INDEX 91 UPPER TERRACE / EXISTI STORY A SCOPE OF WORK • NEW ALUMINUM PICKET FENCE 48" HEIGHT • NEW ALUMINUM PICKET FENCE 42" HEIGHT • (2) NEW ALUMINUM OUTSWING PICKET GATE T WIDE X 48" HEIGHT • NEW ALUMINUM DOUBLE OUTSWING PICKET GATE 1&-4° WIDE X 48" HEIGHT • NEW ALUMINUM PEDESTRIAN INSWING PICKET GATE 3' WIDE X 42" HEIGHT • NEW ALUMINUM SLIDING PICKET GATE IV WIDE X 42" HEIGHT NOTE: (") AT GROUND LEVEL AT UPPER TERRACE LEVEL B TWO IDENCE SITE PLAN SCALE N.T.S. N a LEGEND: A. NEW ALUMINUM PICKET FENCE 48" HEIGHT SEE 1 /SD-2 B. NEW ALUMINUM PICKET FENCE 42" HEIGHT SEE 2/SD -2 C. NEW ALUMINUM OUTSWING PICKET GATE Y WIDE X 48" HEIGHT SEE 3/SD -3 D. NEW ALUMINUM DOUBLE OUTSWING PICKET GATE Y WIDE X 48" HEIGHT SEE 4 /SD-4 E. NEW ALUMINUM PEDESTRIAN INSWING PICKET GATE 3/ WIDE X 42" HEIGHT SEESISD -4 F. NEW ALUMINUM SLIDING PICKET GATE IV WIDE X 42" HEIGHT SEE 6/SD -5 F1. NEW ALUMINUM OUTSWING PICKET GATE Z -11" WIDE X 48" HEIGHT SEE 1 /SD-7 DRIVE WAY INS F ITU w rn O W Z NOTE �sacmaum TosomoRrwmc .ANYY: VIBtlfEDUf CR 8TNR40HB A00; TIR9EmtA1YRN38 AND"AWARATNNNL TNIE comaum Is THE PRGPE MOF WISDOM ANDsNALL 1=EE Rmnt0CRBD. rlmaEae PARrNenlartwmrTel m�eNT OFtNEWRIMMENOOMEM Q0 w U cm905� LLI a c9 Z O a O z cma LLJ C-5 Fi3` w LL— z VALO ONLYN6TH WADE PE SEA VALm , 411 PEFOW OMY l .fan C. Noraw FL Rag RE # M18 61-07 -2014 J.MI. dM. SD -1 1 OF 7 U- to v CANAL U- u_ Q u END SEE DETAIL POST H ,__w 3 /SD -5 EXIST. \ \i\ SEE WALL \\ A I SEE DETAIL A- (:I>- -B 3/SD -5 A 6' -0" O/C MAX. EDGE OF WALL REJECT 4" 0 SPHERE (TYP) \\ �REJEid 4- -SPHERE P \ SEE DE AIL f 1 21SD -5 ELEVATION ALUM. PICKET FENCE 48" HEIGHT 1 /SD -2 SCALE \ REJECT 4" `" \ \ SPHERE (T N 12 DIA \,\ \ / \\ ELEVATION EXIST. CONCRETE FENCi REJECT 4" O N.T.S. SEE DETAIL 1/SD-5 R Doh am U. U- I 2" MIN. " MIN. as s►iowiu 2" MIN. M "MIN. \\ w W SD -2 .m.u;Tn,cw m"amma"Watou 12 DIA ) SECTION sD-2 R I IN OUT � I Q (V d' 12' DIA SECTION ALUM. PICKET FENCE 42" HEIGHT 2 /SD -2 SCALE N.T.S. O U LEGEND: G. TOP RAIL ALUM. TUBE 2 X 1 X 1/8 H. POST @ V-W O/C MAX ALUM. TUBE 2 X 2 X 1/8 1. PICKET @ 4-10 O/C MAX ALUM. TUBE 314 X 314 X 0.062 J. BOTTOM CHORD ALUM. CHANNEL 2 X 1 X 0.093 K. FRAMING ALUM. TUBE 2 X 2 X 114 L. SELF CLOSING HINGE SEE DETAIL 4/SD-6 M. SELF CLOSING LOCK AT 54° ABOVE FINISH FLOOR SEE DETAIL 1/SD -6 N. ALUM. J BOLT LOCK SEE DETAIL 2ISD-6 O. PICKET @ 4-W O/C MAX TUBE V X 1"X 1/8° Q LL U w -1 acm ` 3 N N H w a 0 Z O d O z m_ cry co .01 U to Lu Li- m r Juan C. moraw 2" MIN. " MIN. as s►iowiu J.M. �\ I A . w cooviumno~ SD -2 .m.u;Tn,cw m"amma"Watou 12' DIA SECTION ALUM. PICKET FENCE 42" HEIGHT 2 /SD -2 SCALE N.T.S. O U LEGEND: G. TOP RAIL ALUM. TUBE 2 X 1 X 1/8 H. POST @ V-W O/C MAX ALUM. TUBE 2 X 2 X 1/8 1. PICKET @ 4-10 O/C MAX ALUM. TUBE 314 X 314 X 0.062 J. BOTTOM CHORD ALUM. CHANNEL 2 X 1 X 0.093 K. FRAMING ALUM. TUBE 2 X 2 X 114 L. SELF CLOSING HINGE SEE DETAIL 4/SD-6 M. SELF CLOSING LOCK AT 54° ABOVE FINISH FLOOR SEE DETAIL 1/SD -6 N. ALUM. J BOLT LOCK SEE DETAIL 2ISD-6 O. PICKET @ 4-W O/C MAX TUBE V X 1"X 1/8° Q LL U w -1 acm ` 3 N N H w a 0 Z O d O z m_ cry co .01 U to Lu Li- m r Juan C. moraw as s►iowiu J.M. cooviumno~ SD -2 .m.u;Tn,cw m"amma"Watou POOL AREA IN SEE DETAIL H-\ 3/SD -6 3'-0" o a o v o 0 0 I OUT ' K I K TOP VIEW N EDGE OF WALL M SEE DETAIL Ilk H In 4/SD-6 oe '�i!��I�I�11 ■1 � ■I ■I�lI ■l ►tI�I�L�i %i'�... SEE DETAIL REJECT 4" 0 SEE DETAIL SPHERE (TYP) 5 /SD-6 (TYP) NORTH ELEVATION ALUM. OUTSWING PICKET GATE 3 /SD -3 LEGEND: SCALE G. TOP RAIL ALUM. TUBE 2 X 1 X 1/8 H. POST @ W -0" O/C MAX ALUM. TUBE 2 X 2 X 1/8 I. PICKET @ 4-10 O/C MAX ALUM. TUBE 3/4 X 3/4 X 0.062 J. BOTTOM CHORD ALUM. CHANNEL 2 X 1 X 0.093 K. FRAMING ALUM. TUBE 2 X 2 X 1/4 L SELF CLOSING HINGE SEE DETAIL 4 1SD-5 M. SELF CLOSING LOCK AT 54' ABOVE FINISH FLOOR SEE DETAIL 1 /SD-6 N. ALUM. J BOLT LOCK SEE DETAIL 2/SD -6 O. PICKET @ 43/4' O/C MAX TUBE 1"X 1' X 1/8' N.T.S. L L OF WALL TOP VIEW N SEE DETAIL K_4 /SD-6 R Ill �i- a A (BEHIND) - B(FRONT) I 2" MIN. N (BEHIND) � `� � � \� , \ \ \\ ' \' \ a REJECT 4 0 \� \\ , • \ :SPHERE (TYP) / \�. / \\ C4 \ NORTH ELEVATION ALUM. DOUBLE OUTSWING PICKET GATE 4 /SD -3 12 "DIA (TYP) SCALE N.T.S. Q i� r � �i J uj a. c 3��� W � a 0 Z D a O x ig 91 c7 U i7'9 LL— W z 9 Q Moreno STRUCTURAL NOTES GENERAL NOTES: ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO PROCEEDING WITH THE AFFECTED PART OF THE WORK. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. DESIGN WIND LOADS: DESIGN WIND LOADS WERE DETERMINED IN ACCORDANCE WITH F.B.0 2010 AND ASCE 7 -10. WIND VELOCITY : 115 MPH EXPOSURE CATEGORY : C GCPI : +/- 0.00 Kd :1.00 STRUCTURAL ALUMINUM: THESE SPECIFICATIONS SHALL APPLY TO THE DESIGN OF ALUMINUM ALLOY LOAD CARRYING MEMBERS. COMPUTATIONS OF FORCES, MOMENTS, STRESSES AND DEFLECTIONS SHALL BE IN ACCORDANCE WITH ACCEPTED METHODS OF ELASTIC STRUCTURAL ANALYSIS AND ENGINEERING DESIGN. ALL ELEMENTS SHALL BE ALUMINUM ALLOY 6061-T6 UNLESS NOTICE OTHERWISE. ALL WELDS TO COMPLY WITH A.W.S CODE (LATEST EDITION) COVER WELDS WITH CORROSION RESISTANT COATING. STRUCTURES ARE DESIGN IN ACCORDANCE WITH THE FOLLOWING CODES: ALUMINUM DESIGN MANUAL. ALL FRAMES HAVE BEEN DESIGN USING RATIONAL ANALYSIS ALL CONNECTION SHALL BE FULL WELDED (U.N.O.), WITH THE STRUCTURAL ALUMINUM ALLOY FILLET WELD: 5356: UNLESS NOTICE OTHERWISE. ALL WELDING OF STRUCTURAL ALUMINUM MEMBER SHALL BE PERFORMED BY CERTIFIED WELDERS. ALL FASTENER SHALL BE SS SELF DRILLING FASTENERS BY ITW BUILDEX. ALL ANCHOR TAPCON SHALL BE SS TAPCONS ANCHOR WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OF- THE -NUT METHOD. ALUMINUM MEMBERS IN CONTACT WITH CONCRETE SHALL BE PROTECTED WITH ALKALI- RESISTANT COATING, SUCH AS HEAVY BODIED BITUMINOUS PAINT OR WATER -WHITE METHACRYLATE LACQUER ACCORDING TO FLORIDA BUILDING CODE EDITION 2010 SECTION 2003.8.4.4. \\ IN SEE DETAIL \° 3 /SD-6 -- v -v - :•.• �:..... K 4• w • �• OUT TOP VIEW (D EXIST. SEE DETAIL N EXIST. CONCRETE 1--\ 4 /SD K� FENCE CONCRETE REJECT 4" 0 SEE DETAIL SPHERE (TYP) 5 /SD-6 NORTH ELEVATION ALUM. PEDESTRIAN INSWING PICKET GATE 5 /SD -4 SCALE N.T.S. LEGEND: G. TOP RAIL ALUM. TUBE 2 X 1 X 1/8 H. POST @ 6' -0' O/C MAX ALUM. TUBE 2 X 2 X 118 1. PICKET @ 4-1/2" O/C MAX ALUM. TUBE 314 X 3/4 X 0.082 J. BOTTOM CHORD ALUM. CHANNEL 2 X 1 X 0.093 K FRAMING ALUM. TUBE 2 X 2 X 1/4 L. SELF CLOSING HINGE SEE DETAIL 4/SD -5 M. SELF CLOSING LOCK AT 540 ABOVE FINISH FLOOR SEE DETAIL 1 /SD-6 N. ALUM. J BOLT LOCK SEE DETAIL 2/SD -6 O. PICKET @ 4-314- O/C MAX TUBE 1"X 1" X 1/8° um ==To ,AWE.= op ,= 0ltffrX2W=VWLiM THMORAYMM ,WCALCUL.,,. TmoocumwrwTmpRopmmcw MMEMAWSWIMNEREPROMM. ftl=aevaxrrenwuntie M=dWff a+ns. ■� r LL 0- m 8 L a3Lu W a 0 Z D CL O 2 LLJ z# LLJ LA- W a of F1 1 juan C. momm o�•a� -aa+a as sriowiv ' J.AA. W UNAWum rah SD -4 ISHEEr 4 OF 7 4; • N :� L •: LOCK BOX ° • : :.: :: (TO BE CHOSEN ::.�. ::•:•: BY OWNER) 4• :• '• :' Ar REJECT 4" 0 SEE DETAIL SPHERE (TYP) 5 /SD-6 NORTH ELEVATION ALUM. PEDESTRIAN INSWING PICKET GATE 5 /SD -4 SCALE N.T.S. LEGEND: G. TOP RAIL ALUM. TUBE 2 X 1 X 1/8 H. POST @ 6' -0' O/C MAX ALUM. TUBE 2 X 2 X 118 1. PICKET @ 4-1/2" O/C MAX ALUM. TUBE 314 X 3/4 X 0.082 J. BOTTOM CHORD ALUM. CHANNEL 2 X 1 X 0.093 K FRAMING ALUM. TUBE 2 X 2 X 1/4 L. SELF CLOSING HINGE SEE DETAIL 4/SD -5 M. SELF CLOSING LOCK AT 540 ABOVE FINISH FLOOR SEE DETAIL 1 /SD-6 N. ALUM. J BOLT LOCK SEE DETAIL 2/SD -6 O. PICKET @ 4-314- O/C MAX TUBE 1"X 1" X 1/8° um ==To ,AWE.= op ,= 0ltffrX2W=VWLiM THMORAYMM ,WCALCUL.,,. TmoocumwrwTmpRopmmcw MMEMAWSWIMNEREPROMM. ftl=aevaxrrenwuntie M=dWff a+ns. ■� r LL 0- m 8 L a3Lu W a 0 Z D CL O 2 LLJ z# LLJ LA- W a of F1 1 juan C. momm o�•a� -aa+a as sriowiv ' J.AA. W UNAWum rah SD -4 ISHEEr 4 OF 7 ALL CORE- DRILLED/BLOCKOUT HOLES SHALL BE FILLED WITH ENOUGH HIGH STRENGTH GROUT SO AS TO CREATE POSITIVE PITCH, PREVENTING ANY POND] NG AT POST LOCATIONS. ALL POSTS SHALL BE SET USING HIGH STRENGTH ANCHORING CEMENT WITH FAST - SETTING, NON - SHRINK, NON - METALLIC CEMENTITIOUS PROPERTIES (HARD -ROK BY ADHESIVES TECHNOLOGY OR APPROVAL EQUAL). FILL TO LOWEST POINT OF HOLE. IT SHALL DEVELOP A MIN. COMPRESSIVE STRENGTH OF 8000 P.S.I. @ 28 DAYS. r MIN. I ° 4 O 4 ° 4 4 4 4 4 ° 4 ° EXISTING ° 31/2" DIA # CONCRETE ° 4 ° SUBSTRATE ° ° °4 4 Pc - 3,000 Pei MIN. CORE DRILL DETAIL 1 /SD-5 SCALE N.T.S. EXIST. SEE DETAIL CONCR 9/SD -6 FENCE SEE DET, 6/SD -6 IE DIST. 8" MIKANY CORE - DRILLED, RELOCATED POSTS THAT ENCOUNTER STRUCTURAL SHALL BE PREPARED USING AN EPDXY RUST INHIBITOR PRIOR TO SETTING RAILING POSTS. ALUMINUM CHANNEL CIWX1 "X)VXY47LG # 12 X 3/" TEKS SCREWS TO POST W/ (2) # 12 X %" TEKS SCREWS FLAT HEAD TO BOTTOM CHORD BOTH SIDES DETAIL 2/SD -5 SCALE N.T.S. DETAIL 3 /SD -5 0 n 3 9/18" O I O J�- r-.,kr.k-1• DETAIL 4/SD -5 SELF- MOSING GATE HINGE BY TRU -CLOSE GH- TCAI -L2 3 911OW 5/8" WITH QUICK-FIT ALM MENT LEGS W44) SELF DRILLING FASTENERS BY TEKS (TYP.) LEGEND: G. TOP RAIL ALUM. TUBE 2 X 1 X 118 H. POST @ 6-0" O/C MAX ALUM. TUBE 2 X 2 X 1/8 L PICKET @ 4-1/2" O/C MAX ALUM. TUBE 314 X 3/4 X 0.082 J. BOTTOM CHORD ALUM. CHANNEL 2 X 1 X 0.093 K FRAMING ALUM. TUBE 2 X 2 X 114 L SELF CLOSING HINGE SEE DETAIL 4/SD 5 M. SELF CLOSING LOCK AT 54" ABOVE FINISH FLOOR SEE DETAIL 1/SD -6 N. ALUM. J BOLT LOCK SEE DETAIL 2JSD -6 O. PICKET @ 4-3/4" O/C MAX TUBE 1" X 1" X IV Q� E�� J � - 0- Ys i m W � d IF i ;! ENCE Pw� -0 ". '. .'�... �.. �. J r : y. ,�•�.• A, ^1 I�,_ �• •yam• _ -.4. •�- : - .. .' .�. .'�: •�r. i 2w -0u •i. } Y. i 4� r Ara. / .I•� �• \� SPHERE T 4 "P NEW CONCRETE BEAM SEE DETAIL SEE DETAIL \ /� \� \�!\ ) BY OTHERS 38' -0" 5 /SD-6 7 /SM A SOUTH ELEVATION SECTION SD-5 ALUMINUM SLIDING PICKET GATE 6 /SD -5 SCALE N.T.S. � A " 1 Rea P.E. #698• SCALE N.T.S. as sHOV�I 913 J.M. aoTe .00"L ereamsameomm UMRWHW NU. � .- aasrxacowsamiwm nameaxaxaam N copyow SD -5 EXIST. m'osma am mwu IM M RePaaouceo m cn %W=E o" ftW Vfiaa==ffM COMM oFne ewa ma— f swu s OF 7 ONCRETE (n Z 18' -0" FENCE o LLs •~ •�•Q.. c LLI P.•si•: ILL r- Lu a a a Is a a a a a a a a a a a a 0 a a " a a 0 a 0 a a a s a a s a a` 19' -0" TOP VIEW 0 U) A D -5 SSEDETAIL EXIST. /-CONCRETE SEE 19 ' " -0 18' -0" FENCE 19' -0" rDETAIL 81SD -6 IF i ;! ENCE Pw� -0 ". '. .'�... �.. �. J r : y. ,�•�.• A, ^1 I�,_ �• •yam• _ -.4. •�- : - .. .' .�. .'�: •�r. i 2w -0u •i. } Y. i 4� r Ara. / .I•� �• \� SPHERE T 4 "P NEW CONCRETE BEAM SEE DETAIL SEE DETAIL \ /� \� \�!\ ) BY OTHERS 38' -0" 5 /SD-6 7 /SM A SOUTH ELEVATION SECTION SD-5 ALUMINUM SLIDING PICKET GATE 6 /SD -5 SCALE N.T.S. � A " 1 Rea P.E. #698• -07 -2014 as sHOV�I J.M. aoTe .00"L ereamsameomm UMRWHW NU. � .- aasrxacowsamiwm nameaxaxaam N copyow SD -5 TIM Dommaw 19"Ie� m'osma am mwu IM M RePaaouceo m %W=E o" ftW Vfiaa==ffM COMM oFne ewa ma— f swu s OF 7 UPPER MOUNT BRACKET UPPER MOUNT BRACKET AL OWER MOUNT KEEPER MOUNT BRACKET I ° KEEPER MOUNT BRACKET ° KEEPER FRONT MEW SIDE VIEW MAGNA LATCH LOCK SCALE MT.S. DETAIL 4 /SD-6 SCALE N.T.S. SOLID ROUND BAR 5/8 Pl _ HEAVY DUTY ROLLER DETAIL 2/SD -6 SCALE N.T.S. DETAIL 5 /SD -6 SCALE .UM PLATE ALUM SHIM X 15" X 1/4" 3" X 7° X 10 (2) SS TAPCON /l1/4" DIA X 2 MIN. EMB. N.T.S. ALUM PLA 3 °X15 "X1 SECTION TOP VIEW DETAIL 8 /SD-6 SCALE N.T.S. KEY LOCK KEY LOCK ALUMINUM ANGLE L 2 X 2 X 114 X 2' LG Ha HOU39VG , KEYENTRY ALUM. TUBE 2 X 1 X 118 KEYENTRYi MAIN LATCH BODY H. MAIN LATCH BODI BOTTOM HOUSING W / (2) SS FASTENERS 1/4' DIA B BOTTOM B..__. UPPER MOUNT BRACKET UPPER MOUNT BRACKET AL OWER MOUNT KEEPER MOUNT BRACKET I ° KEEPER MOUNT BRACKET ° KEEPER FRONT MEW SIDE VIEW MAGNA LATCH LOCK SCALE MT.S. DETAIL 4 /SD-6 SCALE N.T.S. SOLID ROUND BAR 5/8 Pl _ HEAVY DUTY ROLLER DETAIL 2/SD -6 SCALE N.T.S. DETAIL 5 /SD -6 SCALE .UM PLATE ALUM SHIM X 15" X 1/4" 3" X 7° X 10 (2) SS TAPCON /l1/4" DIA X 2 MIN. EMB. N.T.S. ALUM PLA 3 °X15 "X1 SECTION TOP VIEW DETAIL 8 /SD-6 SCALE N.T.S. DETAIL 6 /SD -6 SCALE N.T.S. ROLLER WHEEL 4 "0 ALUMINUM TRACK WITH TAPCON MASONRY FASTENERS BY BUILDER 5/160 X 13/4" MIN EMB. 24" O/C MAX. n 2 # 5 1-04 BY"OTHE / CON C. BOA THERE i, DETAIL 7 /SD -6 SCALE N.T.S. ALUM PLATE ALUM SHIM 3" X 13" X 1/4 "� 3" X 7" X 1/2" (2) SS TAPCON /% 9/4" DIA X 2 MIN. EMB. ALUM PLATE 1/4" THK ALUMINUM GUIDE •x:. EXIST.. . "••:1 BENDED PLA = CONCRETE,p 4-112"X (i" X 3/8" THK :' . /� FENCE V ALUM PLATE SECTION 3° X 13" X 1/4° DETAIL 9 /SD -6 SCALE N.T.S. --- - - - - -- - -- - - - - - -- Q L- �i J wI�I I L � VA ^a �3W Uj a z ■ ■ • V �n Z LW Z EXIST. VAwrGRc»W&Y CRETE r K KNEE WALL / I 1° DIA HOLE WITH +• a EXI PLASTIC COVER M I I f :. `CONCRETE Juan C. Momm FENCE I I (1)SSTAPCON1 /4'DIAX PZ #6W18 `'• ► .,° •t ",. ;.. I I (2 MIN EMB @ 12° O/C MAX DETAIL 10 /SD-6 ^AS s e TOP VIEW LEGEND: ALUMINUM ANGLE L 2 X 2 X 114 X 2' LG G. TOP RAIL W / (1) SS TAPCON 19• DIA X 2 MIN. EMS ALUM. TUBE 2 X 1 X 118 TO CONCRETE SUBSTRA H. POST @ 8'-0° OIC MAX W / (2) SS FASTENERS 1/4' DIA ALUM. TUBE 2 X 2 X 1/8 2° MIN X 1 -1/2 LG TO ALUM. FRAMING I. PICKET I� 4-1/2° O/C MAX & ALUM. TUBE 314 X 3/4 X 0.062 / DGE OF Wes- J. BOTTOM CHORD / ALUM. CHANNEL 2 X 1 X 0.093 K, FRAMING ALUM. TUBE 2 X 2 X 1!4 L. SELF CLOSING HINGE SEE DETAIL 4/SD -5 M. SELF CLOSING LOCK AT 54" ABOVE FINISH DGE OF WALL FLOOR SEE DETAIL 1 /SD-6 N. ALUM. J BOLT LOCK SEE DETAIL 2/SD-6 O. PICKET @ 4-3/4" O/C MAX TOP VIEW FRONT VIEW TUBE V X 1' X IV DETAIL 3 /SD -6 SCALE N.T.S. DETAIL 6 /SD -6 SCALE N.T.S. ROLLER WHEEL 4 "0 ALUMINUM TRACK WITH TAPCON MASONRY FASTENERS BY BUILDER 5/160 X 13/4" MIN EMB. 24" O/C MAX. n 2 # 5 1-04 BY"OTHE / CON C. BOA THERE i, DETAIL 7 /SD -6 SCALE N.T.S. ALUM PLATE ALUM SHIM 3" X 13" X 1/4 "� 3" X 7" X 1/2" (2) SS TAPCON /% 9/4" DIA X 2 MIN. EMB. ALUM PLATE 1/4" THK ALUMINUM GUIDE •x:. EXIST.. . "••:1 BENDED PLA = CONCRETE,p 4-112"X (i" X 3/8" THK :' . /� FENCE V ALUM PLATE SECTION 3° X 13" X 1/4° DETAIL 9 /SD -6 SCALE N.T.S. --- - - - - -- - -- - - - - - -- Q L- �i J wI�I I L � VA ^a �3W Uj a z ■ ■ • V �n Z LW Z EXIST. VAwrGRc»W&Y CRETE r K KNEE WALL / I 1° DIA HOLE WITH +• a EXI PLASTIC COVER M I I f :. `CONCRETE Juan C. Momm FENCE I I (1)SSTAPCON1 /4'DIAX PZ #6W18 `'• ► .,° •t ",. ;.. I I (2 MIN EMB @ 12° O/C MAX DETAIL 10 /SD-6 ^AS s e TOP VIEW TOP VIEW (UPPER TERRACE) EXIST. CONCRETE KNEE WALL SEE DETAIL 10 /SD-6 L L OUTSWING ALUM. PICKET GATE 1 /SD -7 SCALE N.T.S. LEGEND: G. TOP RAIL ALUM. TUBE 2 X 1 X 1/8 H. POST @ 9 -0" O/C MAX ALUM. TUBE 2 X 2 X 1/8 I. PICKET @ 4-1/2° O/C MAX ALUM. TUBE 3/4 X 314 X 0.062 J. BOTTOM CHORD ALUM. CHANNEL 2 X 1 X 0.083 K. FRAMING ALUM. TUBE 2 X 2 X 1/4 L SELF CLOSING HINGE SEE DETAIL 41SD -5 M. SELF CLOSING LOCK AT 54" ABOVE FINISH FLOOR SEE DETAIL 1 /SD-6 N. ALUM. J BOLT LOCK SEE DETAIL 2/SD -6 0. PICKET @ 4-3/4" O/C MAX TUBE 1" X 1" X 10 SEE DETAIL 4 /SD-6 i IVA '-�It 2' -11" 3' -3" FRONT VIEW REJECT 4" 0 SPHERE (TYP) LL LL. Q M lqt K REJECT 2" 0 SPHERE (TYP) IaM -DOM uwwTo Somopvom .w - = AM. TIES OOdArtNT w THS PROPEN7Y OF M"8HAMWffW. 0RFAWT oFnwcw T*ymzmQvmm Q0 a� e- E LL Z�p J w t? � tm P Ut. W W a 0 Z D a- 0 x P v z LLj LA- W m :I Juan c. Moreno 01-07-2014 J.M. J.M. SD-7j 7OF 7 '-�It 2' -11" 3' -3" FRONT VIEW REJECT 4" 0 SPHERE (TYP) LL LL. Q M lqt K REJECT 2" 0 SPHERE (TYP) IaM -DOM uwwTo Somopvom .w - = AM. TIES OOdArtNT w THS PROPEN7Y OF M"8HAMWffW. 0RFAWT oFnwcw T*ymzmQvmm Q0 a� e- E LL Z�p J w t? � tm P Ut. W W a 0 Z D a- 0 x P v z LLj LA- W m :I Juan c. Moreno 01-07-2014 J.M. J.M. SD-7j 7OF 7