HomeMy WebLinkAboutEngineering GBNSRAL NOTES: 41MAX•
1.ALL WORK SHALL CONFORM 70 FLORIDA BUILDING CODE 201{. / .` ° -•ay .
2.IT,IS THE INTENT OF THESE DRAWINGS TO BE IN ACCORDANCE WINAPPLICABLE CODES AND AUTHORITIES HAVING _ TTP. FENCE PLAN VIEW
AMISDICRON.ANY DISCREPANCIES BETWEEN THESE DRAWINGS AND APPLICABLE CODES SHALL BE IMMEDIATELY SWC 3/Pd-0'
BROUGHT TO THE ATTENTION OF THE ENGDDEIL
4-0°Max
I R SHALL BE THE CONTRACTORS RESPONSIMM TO MEET WITH ALL APPLICABLE UTILITY COMPANIES TO VERIFY ALL
UNDER-GROUND FACILITES PRIOR TO THE BEGINNING OF CONSTRUCTION.ALL DMVA71ONS SHALL PROCEED WAIN
��BM MOF THEA CONNTTRAC70RTTO REPAIR OR TRF�CE°ALLL Dt AMAAf DAMAGED,R SHALL BE THE ,� I ! 2x1 E16 GA GALVANIZED O
. i nim I I I STEEL TUBE RAIL TOP 3i
4.TIS WORK REQUIRES A BU6CN0 PERMIT.00 NOT BEEN WOMIG UNTIL A BUILDING PERMIT IS 03TAIMM _ MEMBER
IE CONTRACTOR IS TO FURNISH ALL LABOR MATMM"'SERVICES AND EQUIPMENT NECESSARY TO COMPLETE ALL WORK N�
SHOWN ON THE DRAWINGS AND SPECIFIED MOM& gya
a DO NOT SCALE DRAWRNM DIMENSIONS GOVERN. I I I I I I I 24 GA(MIN.)
7.EMO NEERS VISITS TO THE STN,AS PER BIC OR OWNERS REQUEST DURING CONSTRUCTION SHALL BE SCHEDULED WITHIN W
24 MGM PRION TD NSPEGTION. I GALVANIZED P 0
B.THE CONTRACTOR SHALL MANE REQUIRED ARRA GMW73.SECURE AND PAY FON ALL BARRICADE.ENCLOSURES,AND I I I I I METAL SHEET a "�
FENCING AS MEMO FOR AND DURING THE PROGRESS TD PROTECT ADJACENT PROPERTIES I
I DURA FENCE
9.IKEE CONTRACTOR SHALL NOT PROCEED VAIN ANY ADDITIONAL SERVICES OR WON WITHOUT PRIOR NOTIFICATION TOTHE OWNER,
I Q
10.THE CONTRACTOR IS SMELT RESPONSIBLE FOR MEANS AND METRODS CONSTRUCTION,AND FOR THE SEQUENCES AND
PROCEDURE TO BE USED. o f
2 1/2x2 1/20GA.
11.CONTRACIOR SCULL BE RESPONSIBLE FOR FAMUARIDNG WITH CURRENT STE CaNOIotm AND SAN
HALL REPORT Y in `r ! I I I
NSCAERMCMS TO 711E ENGINEER PRIOR m STARING WORK. GALVANIZED STEEL '
POST SPACED
PL CONTRACTOR N SHALL VERIFY ALL DIMENSIONS ANO ODSDN0 CONDITIONS AT THE JOB SITE.ANY O THE
BETWEEN Ej
THEAARCHITECOTESORENEN DETAILS
G�t oR INGGBBIDDDWO OEFOCODR WORKES OR RBE�axs N ORDONS ER TOECLWY°NTTIEiOR A�°Arm 4'-0°MAX. O.C. e
TO EFFECT THE NECESSARY MOOUTCATIONS,CHANCES AND/OR NSTRUCION&
13.CONTRACTOR SNAu.BE RESPONSIBLE FOR F43EMO All DISNNSm Dass NG CONDITIONS AND PROPER DISPOSAL OF 2x1X16 GA GALVANIZED C5
ANY EMA MATERIALS AND GARBAGE FROM THE SITE AM COIPLEBON OF WORK,
14.DRAWINGS AND DIMENSIONS ARE BASED UPON DRAWINGS SUPPLIED BY THE CLIENT.EASTERN ENGINEERING GROUP WALLI I I I I j STEEL TUBE RAIL BOT.
NOT BE RESPONSIBLE FOR ERRORS OR MISINTERPRETATIONS OF THE SYSTEM DESIGNED BY US BASED ON CLIENT CONFIRMED � I I I MEMBER
DESON AND O6BRSION&ADDITIONAL DRAFTING TME EMPLOYED N THE
GUNGE OF THE DESIGN AFTER SIGNING AND Z
SEALING OF DRAWINGS WILL RESULT N ADDITIONAL COST. -
115.00 N WIVE BEEN SIWRIUTE
MATmUVED�N EWMNTS INE OANMETHODS OF CONSTRUCTION UNLESS SUCH SUBSTITUTIONS ON oo I I I Ley ■��
1.STRUCTURAL STEEL HAS BEEN DESIGNED N ACCORDANCE WITH
THE SU6ONG CODE_MDATSC SPECIFICATIONS WITH EDITION.
I STRUCTURAL SIM MALL MEET THE FMLOWNG REQUIREMENTR o FENCE CONECIM 3000 PSI CONCRETE
TYPDffiQN LOADS I -WAIL TO POST m BE MTWIED WITH(2)10-16 KWK FOOLING, c
STEEL SHMIST � GRADE Seim "' FID(SCREW by HILT!OR APPROVED EQUAL ACCESS
WWND SAD AS PER ASCE 7_10
STRUCTURAL ilIB1Na A500 B 45 NSI HOLE AT RAILS TO BE PRONGED FOR CONNECTION. 012°X4'-O°DEEP OR
WING VELOCITY As PER Ascc 7-10 3.ALL STEW,SHALL BE OT
L, -PICKETS TO BE CONNECTED TD TOP AND BOTTOM 019°x3'-6°DEEP OR
MIAMI-DACE RAILS WITH(4 PER PICKET,2 70P&2 BOTTOM 10-16
AS PER
2—1/5mph , 4.PANT Sita HOT GALVANIZED SE CA TDI N CONTACT WITH ) 024°x2P-6°DEEP(TYP�
As PER FBc 2M4 WjGS femzl CONCRETE W1HIT ALxAu REssrAxa ca7was SUCH As KYII(FLEX SCREW by HILT]OR APPROVED EQUAL
Y
OT ACBODIED BITUMINOUS PAINT OR WATER-*= o <
A TYP. FENCE ELEV. VIEW � �
CALCDIdTIONS
1.ac—d..Wth FBC 2014 and ASCE 7-11),Whd sped ao.FBc 2014,Chapte 18,omnia tetazl S=0.124 Cu In S=0.036 Cu In
whe lead e -
21/2° MmGx=16.2x5x5x4x4/8 MmmLm16.20/12x5.17x5.17/8
deulatbr. c..«d a°N.� P°.1 e°.Inn YOp°°a aaNan e..Ia =1 166x In =433x In
1b=Mmax/S ib=Mmax/S
'(mph): 11100 L(tON 4 2 t�a,t/aL1�2O2a�.4 G�r��a a,e�eTl.E Ga„=n,.e 1b=9 406 psk Fb P 1b=12 028 psk Fb
Ep— c Hpo.t(F) B A-500 A-500 - S=0.49 Cu In 1b=30 360 psi tb=23 760 psi
Ga.t Factcr 0.85 FL{p...BBB 46DOO Mm—Ob-h) 13287 Mmae(m-h) Iles
M: 1.30 A-500 Fh(p 30350 Sx(a h) 542 y�,(cu W 5124 Mmax=16.2x4x6x6/2
Kch IL55 F Iwo m(y.q Mmo>,/s. m(p.0 Mmas/s. =13 997 x In 2° ij� 11
n(NI: 5 F 35000 14, ■ 25555 eb(p1 2408,45 N
Tea A-35 F4, z� 116.041, OK 1h(p.p.in ON 9N=Mmm/S .,
FKP �, tb=28 565 PSI<FIT
` ib=30 360 psl
6 9/16°
R°II e.Pa,l.m°°.hA°a DMan Fe°°e°n..enlan r°ar�i i°°e FOG aef4-Pem..2n
AH.w PWIo.R 1B4 P 385.50 Latad wl ht".ay 200 1 �1/32°
Alo.ohle PWlout 200 U.h2 10-10 HDU K.Tx A 1.44 FaoW.DI INC.4 1.2 LL �+ _
ON Fla Sar.. d 3.01 For polo 1505.3.{ 2 1/16°I I, 1 16° .SD-1 `
POSTS(16 GA) 761` RAILS(16 GA) / >GI` PICKETS(24 GA)