HomeMy WebLinkAboutRevisions Engineering 2.5.21 DESIGNWEST ENGINEERS AN.D ASSOCIATES INC.
111 MONUMENT AVE.,KISS IMMEE,FL.34741
DESIGNWESTASSOC@AOL.COM
ST.LUCIE COUNTY
I BUILDING DIVISION
REVIEWED 3
FOR C®MP$L PCF- -— -
REVIEWED BY l�/
DATE
f PLANS; : D PERMIT
1 MUST GE KEPT ON JOB OR
NO INSPEC?'! IN WILL BE MADE
NEW 8'-0"X 8'-0"PT BOARD,ON BOARD
PRE-MFG.WOOD FENCE SECTION
6'-0'SEC ON , 8'-0"SEMON 4 I
3"X3"PT SU T BOARDS
#2 PT 4 X4"X10'- 3/9"X4"PT B S NAILED TO 3X3 AND 4X4
SUPPORT W/ - G SHANK 8d NAIL @ EACH
I
#2 PT 4 C41 10'-0"
#2 PT 4`X4"X10!-0"
4 4
24"RA1 m OFF GRADE
R=6"12"DIM.
GRADE GRADE N
-OMPACTED SOIL @
95%COMPACTION
2500 PSI CONCRETE BASE
2500 PSI CONCRETE BASE 2500 PSI CONCRETE BASE AROUND EACH POST SET
AR 171SET AROUND EACH POST SET
ULTIMATE DESIGN WIND SPEED= 160 MPH
NOMINAL DESIGN WIND SPEED= 139 MPH
RISK CATEGORY= B _
RISK EXPOSSURE= C
EXPOSSURE= .18
COMPONENT & CADDING = ASCE7-10 BUILDING H.<60FT LOW RISE
ENGINGEERING DESIGN CRITERIA MEETS OR EXCEEDS" 2020 7TH EDITION FLORIDA BUILDING CODE;
SECTION R601.., FBC. 1603.1
FACTOR-. 1.0 INTERNAL PRESSURE COEFFICIENT= + .25. 3.
WINDOWS, DOORS AND CLADDING ARE TO BE DESIGNED TO MEET
CONSTRUCTION 160 MPH WIND SPEED WITH 3 SECOND GUST FBC 107.3.5
SUNRISE CITY =_• o s '
NOTE: ALL FENCEING SHALL BE AS PER MFG.WOOD.AND INSTALLED * =
PER SPECIFICATIONS..` 0 - STATE OF :1
T ,c� 9
501 N 39th Street, Fort Pierce,FL 34947 '-•�•- °R•'••s
i'��`S��N A�Ec;•`•
27 JAN 2021
j` 'DESIGNWEST ENGINEERS AND ASSOCIATES INC.
111 MONUMENT AVE.XISSIMMEE,FL.34741
DESIGNWESTASSOC@AOL.COM F
is-Y�4.w..d
77777
NEW 8'-0"CHAIN LINK SECTIO
MANUAL ENCLOSURE GATE
4"X10'-0"GLAV.END POST W/BRACKETS
1.5"20 GA.GALV.METAL FENCING POSTS
4 CONT's CONT'S 4'-0' GA.GALV.METAL POST SURPORT
20 JZ GA.G LV.METAL FENCING BRAC
4"20 GA.G LV.METAL POST S ORT
4' 10'-0"GLAV.END POST W/BRACKETS
1 5"20 GA.GALV.METAL FENCING BRACKET
GALV.POSTS
4
m
R=6" 12"DIM.
GRADE
!,,ai s3 'yam ,T p, j ,` •pi 7
COMPACTED SOIL @
95%COMPACTION
2500 PSI CONCRETE BASE
7AL POST SURPORT AROUND EACH POST SET
AL CHAIN LINKED FENCING COMPACTED SOIL @ 95%COMPACTION
2500 PSI CONCRETE BASE AROUND EACH POST SET
ULTIMATE, DESIGN WIND SPEED= 160 MPH
NOMINAL DESIGN WIND SPEED= 139 MPH
RISK CATEGORY= B
RISK EXPOSSURE= C
EXPOSSURE= .18
COMPONENT & CADDING = ASCE7-10 BUILDING H.<60FT LOW RISE
ENGINGEERING DESIGN CRITERIA MEETS OR EXCEEDS 2017 6TH EDITION FLORIDA BUILDING CODE,
SECTION R601. FBC. 1603.1
FACTOR= 1.0 INTERNAL PRESSURE COEFFICIENT= + .25. 3.
WINDOWS, DOORS AND CLADDING ARE TO BE DESIGNED TO MEET
CONSTRUCTION 160 MPH WIND SPEED WITH 3 SECOND GUST `����►��i�iii,,
'T- 9 .has n.
�.Ered
rc C si e ar4 0 b Ghandour, 4., PE.
using a QitaPgi re. .
Minted copies of this * _
pcument are'onsidered
NOTE: ALL FENCEING SHALL BE AS PER MFG.GLAV.AND INSTALLED ��ikned �1ed �d the:
PER SPECIFICATIONS. gnatu��Et-rgin0 r verJfi%�.
wo n �ctronic c'5 s•
501 N 39th Street, Fort Pierce FL 34947 �''., ' �Fb2 ��•`�
ENGINEERING NOTES:ENGINEERING MEETS OR EXCEEDS 2017 FLORIDA
BUILDING CODE AND 6TH EDITION