HomeMy WebLinkAboutEngineering Rt. RECER' D NOV 1372016 FILE COV
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t_t_.29{N� .p6.• S .062' N �� ♦�. D O•-2'O NOTE:
I_BPRM RVNPORLTNG TO 8E
Barromi RAIL CAP PLACED AT THE BOTTOM OP
2.018' 1.90, I 1
FOR BALCONY WVUNG ONLY - EA.POST AS SHOWN a�(
2.00' b l i R2JNPORCEDWITH I-E>EAMIN5CRT Z
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TOPRAILALTI=RNAT�S "r _
BOTTOM RAIL CAP
2.04' .22' POR BALCONY RAILING ONLY
n n 2-318'DIA THRUBOLTS N .Ioc.
N OR4s)45MSEA.SIDE ROTI-OM RAIL PICKET5
N 1
2-3/8'01A.THRUDOM
OR 4 1145MS PA.SIDE ® z X z RA)LJNG P05T•
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444'
• EF,OR,/4L[JM}NU,_FENCF� •;,� TABLE(BALCONY RAILINGS)50#/L.F.
• 's'.'_.FFITDE. .. •FICIN. .PICKhIN-.«MAIL P09T N SIDKET SPACING
hVr7L POST
O .HiucNt' sT� SPACING SPACING o POSTTYPE 8� SPACiNO SPAC=NG
N
IP2 X 3 112'ANCHOR5 Z. •'.—._ .... Z C/•1
PLACED INSIDE AND OUT [�1' 48'^ 3/4'X3!4' `45/8'0.0. 6"-O`O.C. yU QA 3!4'X3!4' 4518'O.C. 8'-4'O.G. _
#lox 11/2'5CREW 6Dr :$/4`X214' '4�(e'ads. ,6'•+0'OC. JTq QB 314'X3/4• 45/8'D.L. 4'•6.O.C. 37 Nm
AT EACH PICKET. ALTJ:RNAT>=bA5FD1=.TAIL 60* f'X)• 47f8*OC. 6t0'D.C. F tO�
L'X I' a 7t8'O.C. 4'-6'O.L.
2 X 2 RtVUNG SEETAPtE POR MAX.SPACWG _—-— NOTE: ALL BALCONY RAILING TO BE 42'HIGH. $o x
POST, VARIOU5 RAILING HEIGHTS 44 5/8� P05T SPALING3 SHOWN ARE FOR 42'HIGH RAILING .P•
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��—� GENERAL NOTES: _I•!—
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PICKET5 AT 4 518" St7
ON CENTER . DESIGN CRJTERJA:FLORIDA 8U74DtNG CODE,2014 PC` K
RISK CATEGORY 11 170 MPH ZONE,ExPOSUREURE'C
t A5CE 7-Io 't
2. AWMINUM TO BE ALLOY COG �:'L:• Iiml'-- V
THESE SPECS MAY ALSO BE USED PORTHE REST Of THE STATE. mom.. Z
S. ALL HARDWARE TO BE 5TAJNU55 OR CORROSION RESISTANT STEEL N J
.. - 4. CONCRETE SHALL DnTLOPA MINIMUM COMPRE551VE STRENGTH OF 2,500
'•' ' •• S. gm
THE5E 5PECIRCATIONS ARE POR RAILINGS AROUND SWIMMING POOL5 ON GROUND nmi N
FLOOR LL'VEL5 FROM O'TO W(TABLE Na.I)AND FOR BALCONIES(TABLE No.2). '•'f � t ` U
2 X 2 RAILING POST, PICKETS AT 4 5/8°O.C. I .' '�J- xn
TYPICAL RAW I F NG E VAT10N 0. ALL GATES TO BE SMP CL051NG AND 5M?LATCHING. t 2' t � 0
B I o x I I/2"SCRCN AT 7. REPRODVCTION AND APPROVAL OP THIS PLAN OR ANY PART THEREOF FOR t
EACH PICKET BOTTOM RAIL CONSTRUCTION OR ANY OTHER USE 5HALL.ONLY BE DONE BY RAMM5 ENGINEERING INC. FOOTING FOR FENCES
PSSETT TO BE f IN 6,000a. PICKET SPACING FOR NON-BARRIER PENCE®G'O.C.(FOR 48'.GO"HIGH FENCES, -4.1
P5.1,GROUT, 2 X 2 X 1/8'ANGLE WITH
CONCRETE SLAB. 2-;,,4'X21/2'TAPCQNS 74P RAN.. TOP RAIL CASTING. FTOPRAJL FCASTING. a '
t z. a x sla M.S. —{ MAGNA LATCH.
•'' 1 C.B.S.WALL. ;
C.B.S.WALL —
q I PICKET. - .-.
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C.B.S.
ttlGlil.. e ,u n� !
4.. BOTTOM •'• 1• •i' t
t: `L [
IuuL—t Q e O s �y C F � JUAN JARA
ANGLE WITH .."r ALUMINUM CASTING MOUNT W711 `I�•'" VQ�3:.
BOTTOM RAIL WITH CAP 21/4'X 2 IY2'TAPCONS jI! 21/4'X21/2"TAPCDN5
ANO2944X3/4'5M5 ANDZ#14XSfW5M5 r '
SIDE VIEW FRONT VIEW SIDE VIEW FRONT VIEW SIDE VIEW FRONT VIEW > p W
TYPICALRAILINGSPCTION CONNECT)ONTOWALLDE.TA)L5PORBALCONYRALJNG5 CA57INGMOUNTDI=TAIL yS
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