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OFFICE USE ONLY:
DATE FILED: I q.l c/Qj
PERMIT#
REVISION FEE: RECEIPT# ct V ,
PLANNING&DEVELOPMENT SIaR CTS,
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BUILDING&CODE REGULATIONI
2300 VIRGINIA AV EN r "44 ,,`
FORT PIERCE FL 3498
(772)462.1553 ,' fw37
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APPLICATION FOR BUILDING P��tVI1 �V)$(OI�[SI G 51c i x irk °Tw
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PROJECT INFORMATIOI a.
LOCATION/SITE
ADDRESS: f
DETAILED DESCRIPTION OF PROJECT
REVISIONS:
�'�JISIAD N �F fl�CK �IGr � N�S
CONTRACTOR INFORMATION:
STATE of FL REG./CERT.#: ST.LUCIE CO CERT.#:
BUSINESS NAME:
QUALIFIERS NAME:
ADDRESS:
CITY: STATE: ZIP:
PHONE(DAYTIME): FAX:
OWNER/BUILDER INFORMATION:
NAME: '�C—RC^c�y �-Mff:k-�
ADDRESS: G-72-o• ' fit/y16-1uj TPS
CITY: r Pw b6Q-3�Pd-6 STATE: ZIP:
PHONE(DAYTIME: (�JSy ,Sl i cl 'S FAX:
ARCHITECT/ENGINEER INFORMATION:
NAME: f)PIT- gaA-Ve-� jf3P�4-i7�� a WA-'h-6,,j
ADDRESS: ") c'Cvv 1 #k
CITY: lQ T '`w''` STATE: ZIP:
PHONE (DAYTIME): -7-7Z Z '-1 Z� FAX:
SLCCC: 9/23/09
Revised 06/30/17
. �4''(MAX.) �4' <MA%J� .
2x2. SD.TUBE I 2z2x'S0.TUBE TOP CAP - 2-9/B'xh1/2•TOP LAP 2x2xL8'S0.TUBE POSTS TOP CAP
2-5/8'x1-t/2'TOP CAP ENO jAND CORNER POSTS MID-POSTS 2-9/8x1-1/2• 2-5/Bxl-I/2'
3.25'...3.5'
WELDED (TYPJ o-WELDED LE THAN 4'
2xj SO.TUBE 6061-T6 2xj SO.TUBE 6061-T6
INTERMEDIATE POSTS
36' 36'
MIN, MIN,
1L ST.STEEL CABLE• o 1/2 SCHED.40 PIPES
tl LINES
2z2xj'CHANNEL 0 2x2xj'CHANNEL '
LESS THAN 4' LESS THAN 4'
CABLE TENSION FITTINGS 6' (TYP.) I/2'SCHED.40 PIPE 2xlx'
WALKING SURFACE (EACH LINE) ST.STEEL CABLE 2xlxj'CHANN L '4' M1N, WALKING SURFACE 6061-T6 ALLOY j CHANN L
LINES
71 MULTI—LINE RAILING
CABLE RAILING 1st & 2nd 'FLOORS
2nd FLOOR
I
,13"
1 62° —WOOD DECKING 3 2'SO TUBE POST W000 DECKING 2'SO.TUBE POST WOOD DECKING 8'S0 TUBE POST
,5a
II
. i I 7,8'x9•
LAG BOLTS 3/8'x3•BOLTS 3/0•x3
5.8x1/4• +LOCK-NUTS LAG BOLTS
AL PLATE LAO
/4' 5.821/4'
'2a /000 LEDGER LATE(TYP) AL PLATE
2a 3/8•x3-1/2'LAG BOLTS DO LEDGER WOOD LEDGER
T❑P CAP AND CHANNEL
ALLOY 6063-T5
36' MIN,
R
POST ATTACHMENT DETAILS Fo
2-5/8x1-1/2 TOP CAP
2x1/8' SO. TUBE ( B� OR
REVIE p �jh A /�
1/2' SCHED. 40 PIPE - ®DE(;�®,Y,rL IANC
GENERAL NOTES ST. L UC IE C®UN
1. ALL DIMENSIONS TO BE FIELD VERIFIED B®CC
2. SEE ARCHITECTURAL PLANS FOR LOCATIONS AND CONFIGURATION
3. FOR R-3 OCCUPANCIES DESIGNED PER FBC FOLLOWING EXCEPTIONS:
3• 4 -REQUIRED GUARDS SHALL NOT BE LESS THAN 36" IN HEIGHT
4. LAG BOLTS FOR POST ATTACHMENT TO HAVE PENETRATION INTO WOOD 3" MIN.
�B�J� 5. ALL WELDS SHALL COMPLY WITH A.W.S. CODE, CURRENT EDITION
C� \CEA/S 'S"s 6. RAILINGS TO BE KYNAR COATED IN APPROVED COLOR
6. ALL FASTENERS TO BE STAINLESS STEEL
0. 38550 Z
W RAILING DESIGN DRAWN BY
STATE OF -0DESIGNCRITERIA 101 N. EL MAR DR. YP
v) FP o JENSEN BEACH FL REVISED-
STAIR RAILING R
LOD �5�,'� 1. CODES: FBC 2017, ASCE 7-10
1x1/8' CHANNEL IV 0\ 2. RAILINGS LOAD; 200 lbs CONC. ON TOP, INSTATECH INDUSTRIES, INC
9835-16 LAKE WORTH RD. #213, LAKE WORTH FL
REGI eoeo-JAc%soN, E. SCALE- DRAWING NUMBER, 190511
FLORIDA GISTRATION NO. 8550 I DATES 5/11/19 PAGES 1 PAGES- 1