FW-13-2040Miami Shores Village
Building � g p
90050 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
JOB ADDRESS: koSo W E IDS 5t
FBC 20
Permit No. t
Master Permit No.� V V 1 ? d 1-1
ROOFING
City: Miami Shores County: Miami Dade Zip.
Folio/ParceW.
Is the Building Historically Designated: Yes NO Flood Zone: _
OWNER: Name (Fee Simple
Tenant/Lessee Name: —Phone #-
Email: V. s. ra 4
CONTRACTOR: Company Name:
Ad&
City:
Quali
State
Contact Phone#: Email Address:
DESIGNER: Architect/Engineer: Phone #:
r
Value of Work for this Permit: $ �� �� Square/Linear Footage of Work:
m.,..e ,.e uu-16- n A AA 4, , ❑ AltPrnt;nn ONew ORenair/Renlace ODemolition
Submittal Fee
Scanning Fee $
Color thru tile:
Permit Fee $
Radon Fee $
CCF $ CO /CC $
DBPR $ Bond $
Notary $ Training/Education Fee $ Technology Fee $
Double Fee $ Structural Review $
TOTAL FEE NOW DUE $
Bonding Company's Name (if applicable)
Bonding Company's Address
City State zip
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
City State 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
CON04ENCEAIENT MAY RESULT IN YOUR PAYING TWICE FOR
MPROVEWNTS 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 auachment. Also, a tern fled 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 Bence of such posted notices the
inspection will not be approved and a rebmpection fee will be charged __iPll
Owner or
The forepiing urstnrment was acknowledged before me this
day of ��" 20 —& by
who is personally known to me or who has produced
As identWeation and who did take an oath.
NOTARY PUBLIC:
Sign:
Print:
My Commission Expires:
APPROVED BY
008my
It�ppubft awb"
QaweblMa #�
Contractor
Tin g instrument wascknow ed fore me thi
day of 20 77_,
RM
who i ��rsonally known to r or wh h ced
Plans Examiner
l
12-11 _ Structural Review
(Revised 3/12f2012)(Revisai 49/10/WXRevised O&10/200 )(Rwhsed 3/15!89)
Clerk
CITY o6
COPY SEP1�1
INDEX
PAGE
DESCRIPTION
1
SITE PLAN
2
ALUMINUM PICKET FENCE 48" HEIGHT
ALUMINUM PICKET FENCE 42" HEIGHT
3
ALUM. OUTSWING PICKET GATE
ALUM. DOUBLE OUTSWING PICKET GATE
4
ALUM. PEDESTRIAN INSWING PICKET GATE
6
ALUMINUM SLIDING PICKET GATE
DETAILS
6
DETAILS
SCOPE OF WORK
• NEW ALUMINUM PICKET FENCE 48" HEIGHT
• NEW ALUMINUM PICKET FENCE 42" HEIGHT
• NEW ALUMINUM OUTSWING PICKET
GATE 3' WIDE X 48" HEIGHT
• NEW ALUMINUM DOUBLE OUTSWING PICKET
GATE 10'-4" WIDE X 48" HEIGHT
• NEW ALUMINUM PEDESTRIAN INSWING
PICKET GATE 3' WIDE X 42" HEIGHT
• NEW ALUMINUM SLIDING PICKET GATE
19' WIDE X 42" HEIGHT
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
3' WIDE X 48" HEIGHT SEE 3/SD -3
D. NEW ALUMINUM DOUBLE OUTSWING PICKET
GATE 3' WIDE X 48" HEIGHT SEE 41SD -4
E. NEW ALUMINUM PEDESTRIAN INSWING
PICKET GATE 3' WIDE X 42" HEIGHT SEE61SD -4
F. NEW ALUMINUM SLIDING PICKET GATE
19' WIDE X 42" HEIGHT SEE 6/SD-5
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SEE DETAIL
i 3/SD -5
�N
\Zyl/
I SEE DETAIL
A- --q---B 3 /SD -5
A EDGE OF WALL
D- REJECT 4" 0
6'-0" O/C MAX. SPHERE (TYP)
N
LL
LL
Q
co
n
ch
\ REJECT
/ SEE DETAIL. 1 \/
\ \\ \\ SPHERE (TYP) \\ \
2/SD -5 ` //\ cn
ELEVATION
ALUM. PICKET FENCE 48" HEIGHT 1 /SD -2
SCALE
EXIST. CONCRETE FENC
REJECT 4" fly
N.T.S.
IN
/'REJECT 4" 0
/\ \SPHERE (TYP) \" SEE DETAIL \
2/SD -5
c"t SEE DETAIL
1 /SD 5
R
OUT
MIN.
X12" MIN.
0
N
1rDw (rvP)
SECTION
SD-2
4
OUT
I
MIN.
�2" MIN.
i 12 DIA P) /, 12 "DIA (T`
ELEVATION
SECTION
ALUM. PICKET FENCE 42" HEIGHT 2 /SD -2
SCALE
N.T.S.
LEGEND:
G. TOP RAIL
ALUM. TUBE 2 X 1 X 118
H. POST @ V-W O/C MAX
ALUM. TUBE 2 X 2 X 118
I. PICKET @ 4- 112.O/C MAX
ALUM. TUBE 314 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 /SD-5
M. ISELF CLOSING LOCK AT 54- ABOVE FINISH
FLOOR SEE DETAIL 1/SD -6
N. ALUM. J BOLT LOCK SEE DETAIL 2JSD -6
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DATE: September 6, 2013
PROJECT: Aluminum fence 4ft 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.
Z' �6s13
6 � s
!Engineer PLLC, . #29119
Juan C. Moreno, F.L Reg. P* 69818
VALID ONLY FOR ONE (1) PERMIT ONLY.
VALID ONLY WITH RAISED PE SEAL.
-ANY CORRECTIONS, INK MARKS, WHITE OUT OR STICK -ONS WILL VOID THESE DRAWINGS AND CALCULATIONS.
!Engineer, PLLC.
8215 LAKE DR #8502 DORAL FL 33166,
Phone (954) 274 -2429; Fax (786) 545 -7636
Web site: www.ienQjneeriaiic.corn; E -mail: juan@iengineerg[tc.com
PAGE ii /8
►1f�i7�'1
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
HECANind Version 2.1.0.6 per ASCE 7 -10
Developed by MECA Enterprises, Inc. Copyright 2013 ww.r ^.entsrFri.e .:
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
----------- - - - - --
e- Solidity Ratio
------ - - - - --
0.300
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
Qz(psf)
17.244
Alpha =
9.50
Zg
= 900.00
At =
0.11
Bt
= 1.00
Am =
0.15
Bm
= 0.65
Cc =
0.20
1
= 500.00
Epsilon =
0.20
Zmin
= 15.00
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
Gust1: 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
Rlev 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.
ft
ft
ft
1/8
2/8
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 PICKETS DESIGN
WIND PRESSURE= 24 psf
WIDTH pjcKETs = 0.75 in
USE
W(Lb /ft)= 1.5
W = WIND pnSSURE x WIDTH pICKETs
W= 1.5 Lb /ft
L (span) = 4.00 ft
M= WxL2
8
M = 36.00 Lb - in
S= M
Fb
Fb = 'f5 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
ALUMINUM ALLOY 6061 -T6
TUBE 3/4 "SCEx0.062 WALL (Sx= 0.436i 3}
3/8
ALUMINUM TOP CHORD DESIGN
WIND PRESSURE = 24 psf
WIDTH CHORD = 9 in
,ter
L (ft)= 6
W (Lb /ft)= 10
_ Two
SHEAR PICKETS = 3.00 Lb a@ 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
ALUMINUM ALLOY 6461 -T6
TUBE 2 X 1 X 1/8 (Sy = 4.33 in �
4/8
ALUMINUM BOTTOM CHORD DESIGN
WIND #
PRESSURE = 24 psf �"- � L (ft) = 6.00
W(Lb /ft)= 10
WIDTH CHORD = 9 in
0
SHEAR PICKETS =
W = WIND Pm
W=
L (spam) _
M=
M=
S=
USE
3.00 Lb @ 4.60 in
;SSURE x WIDTH CHORD + SHEAR PICKETS
10.0 Lb / ft
6.00 ft
WxL2 V= WxL
8 1 2
540.00 Lb - in V = 30.00 Lb
M
Fb
Fb = 9 Ksi Welded, rectangular tubes, structural
shapes bent around strong axis
S = 540.00 Lb - in
9,000 psi
S = 0.0600 < Sy, Ok
ALUMINUM ALLOY 6061 -T6
CHANNEL 2 X 1 X 0.093 ( Sy = 0.21 in3 )
518
- ALUMINUM POST DESIGN
W(LOAD)
WIND PRESSURE:-'
24 psf P (1)
C
WIDTH POST =
2 in
SHEAR CHORD =
30.00 Lb
W = WIND PRESSURE x WIDTH POST
W ( LOAD )_
4.00 Lb / ft
P (u
P (t) TOP & BOTTOM CHORD = 2 x SHEAR CHORD
P (1) TOP & BOTTOM CHORD =
60.00 Lb L 0) a rn
L (SPAm) =
4 ft
L (1) BOTTOM =
0,25 ft
L (2) TOP =
4 ft
M = W
x L2 + P(j) x L(1) BOT + PM x L(2) TOP
2
USE
M = 3444.00 Lb - in
S= M
Fb
Fb = 9 Ksi
S = 3444.00 Lb - in
9,000 psi
L (SPAM)
L (2) TOP
P (TOTAL)= M
kLic)
P (TOTAL)= 143.50 Lb
Welded, rectangular tubes, structural
shapes bent around strong axis
S = 0.3827 < Sx Ok
UMINUM ALLOY 6061 -T6
IBE2X2X1 /8 (Sx= 0.552in3�
6/8
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 +(4.36h1A)] "112)
S1 =S3 A =2.34P1(S_1b)
USE
CONCRETE FOOTING
b = 12 " 0 and d = 21 of Deep
P.
h-.
F
7/8
TRIAL.
F
S
d (ft)
FxS
b (ft)
P (Lb)
h (ft)
A
d (ft)
2
x.00
1.s0
800
1.
.50
2.19
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 of Deep
P.
h-.
F
7/8
v
7, PB*C Now: 9= _'Y
LOax! DOalgn 0 LM
ForAe Hip = In
RWUM Post F_rrednmi% according vAth ACI 31M AWnck D
P = 240.00 Lbs Load desk.
L a ir: Point of tad applicant to fhdsh floor.
t = In Corwate slab O*a1as. a4•, ACI 318-08 APPENDIX D.8.5
b In
Deep of embedment.
Ild 4.00 in
Che&JM her.
e,
Dance from the center of post to the edge of concrete.
Stab F-9 a
p�
Grout Pc= psi, s 10 Ksi, ACI 318 -08 APPENDIX D.3.5
do m
to
Ouse dbmamslon perpendicular to the force.
Chcader paata
_.._ _.�.,..
tYlYes wNINo}
5O or RECT Post = Y
J= 4.00 in
J= 4.00 in
S 8 d,
HD • In
Mole diameter, core drib or foam embedment.
I = Is load bearing
length of the anchor for shear, not exceed 8d
a= 2448 in
aw(2•h,12 +3Lh,,)1(3h,, +6L)
P2 = 2641.4 Lbs
Ppa2 ` P / (h. (2 a - h.))
Pt = 3401.4 Lln
Pt'P2 P
V's ' x Pz
Live ke1, ACI 318-M Section 92
Vu= 3433.9 Lbs
1.8EARM#17+ S`Rkf
bl= 9.13 in b1a 1.782'c, +do
f2$ 1042.5 psi b= 2.47 in f2a 2 ' P2/ (a ' b)
Aflmvable= 0.65' 0.85 ` Pc A _A = v (b1 / d) = 2.1384 A<2, OK
_ _
Allowable= 3315.0 psi Q�&1i-+ Y4�M
-Op I
fe 1290.0 psi d= 2.00 In f2a 2 ' P21(a ' b)
Altowablew 0.65' 0.85' Pc • A A = v (b / d) = 1.1124 A<2. OK
Aliwable= 4916.8 psi I _ - - _ `1 iAt� : <
VCONCAM BRE"OUT S') NGTH OF AN fitlft ti+1 SHEAR
��m+9'A„lA„'We'Wy•(7•(J /d, )°2•dd,•vf,•C,'�)
®1l ,b= 3737.1 Lbs
Av /Av0 and W6 terms are 1.0 for single slur sleeve not Influenced by more Oran one free edge
W?= 1.0 in cracked un rein orced concrete
W7= 12 with edge reinf of 04 bar and greater
W?= 1.4 with edge reinf of 04 bar and stirrups at 4e or less. or If (ft <fr D.62.7)
/_ Is load bearing Ier>BOI of tie anchor for shear, not exceed 8d
M109/8 f a 300 7. W 410.792 OK
ft.e 4► ` i6p AN/ Aft *412 ` 4)3 ` (24 ` Pe ` het 5 )
(OV,= 1.1830.8 Lbs 1
OW%fc = 164.32 psi -- -
Failure corm area = 2(1.5 c, )(1.5 c)l ) +d, • (1.ti c1) 1.5'c1 ?h : {m} = h
Failure core area = 84.00 h►2
Vn a 138026 Lbs 410- -1
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Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
Inspection Number: INSP - 198847
Scheduled Inspection Date: February 19, 2014
Inspector: Rodriguez, Jorge
Owner: SFARA, VERONIQUE
Job Address: 1080 NE 105 Street
Miami Shores, FL 33138-
Project <NONE>
Permit Number: FW -9 -13 -2040
Permit Type: Fence/Wall
Inspection Type: Final
Work Classification: Masonry
Phone Number (305)799 -2006
Parcel Number 1122320280090
Contractor: ALL CONSTRUCTION & DEVELOPERS INC Phone: (786)768.4330
tsuua
comments
FENCE AN GATES (CONCRETE)
INSPECTOR COMMENTS False
Passed 491�1
Inspector Comments
Failed
Correction
Needed ❑
Re- Inspection ❑
Fee
No Additional Inspections can be scheduled until
re- inspection fee is paid.
February 18, 2014 For Inspections please call: (305)762 -4949 Page 6 of 63
SEE DETAIL
REJECT 4" f?1 SEE DETAIL
SPHERE (TYP) 5 /SD-6 (TYP)
NORTH ELEVATION
ALUM. OUTSWING PICKET GATE 3 /SD -3
SCALE
LEGEND:
G. TOP RAIL
ALUM. TUBE 2 X 1 X 1/8
H. POST @ 6' -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 1/4
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 2/SD -6
N.T.S.
L
2" MIN.
K\/j \ EHIND�,�' \�a /\
X \< REJECT4 "0
\SPHERE
NORTH ELEVATION
ALUM. DOUBLE OUTSWING PICKET GATE 4 /SD -3 12 "DIA (TYP)
SCALE N.T.S.
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R
POOL AREA
POOL AREA
IN
SEE DETAIL
IN
o
OUT
SEE DETAIL
3 /SD-6
10'4"
o A'
H-\ 31SD-6
5' -2"
V -2"
o
X-O"
1
r
0 0 0 0 0 0 0 0
0 0 0 MIMI 0 0 0
0
0 0 0 0 0 0
0
_
O 110 O O O O O
OUT
n OUT
' K
1 .'p.' K
�o�� .
1 1
B•
TOP VIEW
N
TOP VIEW
EDGE OF WALL
N
SEE DETAIL
DGE OF WALL
4 /SD-6
SEE DETAIL
K
V-M
K 4 /SD-0
I�
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A
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SEE DETAIL
REJECT 4" f?1 SEE DETAIL
SPHERE (TYP) 5 /SD-6 (TYP)
NORTH ELEVATION
ALUM. OUTSWING PICKET GATE 3 /SD -3
SCALE
LEGEND:
G. TOP RAIL
ALUM. TUBE 2 X 1 X 1/8
H. POST @ 6' -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 1/4
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 2/SD -6
N.T.S.
L
2" MIN.
K\/j \ EHIND�,�' \�a /\
X \< REJECT4 "0
\SPHERE
NORTH ELEVATION
ALUM. DOUBLE OUTSWING PICKET GATE 4 /SD -3 12 "DIA (TYP)
SCALE N.T.S.
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3
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 i
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. ' :4
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 -0F - 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.
EXIST.
FENCE
LOCK BOX
(TO BE CHOSEN
BY OWNER)
s
N
d'
IN
` SEE DETAIL
3 /SD-6
31 -0n�,ON
OUT
TOP VIEW (D
N
SEE DETAIL
4 /SD-6
♦» Y-4 � t.
EXIST.
i taw i
i •• mow'
REJECT 4" O SEE DETAIL
SPHERE (TYP) 5 /SD-6
NORTH ELEVATION
NCE
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 @ W-W O/C MAX
ALUM. TUBE 2 X 2 X 118
I. PICKET @ 4-1/2° O/C MAX
ALUM. TUBE 3/4 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 54" ABOVE FINISH
FLOOR SEE DETAIL 1 /SD-6
N. ALUM. J BOLT LOCK SEE DETAIL 2ISD -6
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SHEET 4 OF 6
ALL CORE- DRILLED/BLOCKOUT HOLES
SHALL BE FILLED WITH ENOUGH HIGH
STRENGTH GROUT SO AS TO CREATE
POSITIVE PITCH, PREVENTING ANY
PONDING AT POST LOCATIONS.
ALL POSTS SHALL BE SET USING HIGH STRENGTH
ANCHORING CEMENT WITH FAST - SETTING,
NON - SHRINK, NON - METALLIC CEMENTITIOUS
PROPERTIES (HARD-R 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.
4" MIN.
°
a
0 4"
a
M4 ° d ° o
EXISTING o 31/2• DIA
CONCRETE ° ° °
SUBSTRATE .0
Pc= 3, Pat MIN.
CORE DRILL DETAIL 1 1SD -5
SCALE N.T.S.
�4 e
EXIST. SEE DETAIL
CONCR ETE9 /SD6
FENCE
SEE DETAIL
6 /SD-6
PE DIST.
8• MIN. ANY CORE - DRILLED, RELOCATED
I POSTS THAT ENCOUNTER
INHIBITOR PRIOR TO SETTING
RAILING POSTS.
A
1
19' -0"
TOP VIEW
1
ALUMINUM CHANNEL
C13 / "X1 "XX8 X3 / "LG
-WTM # 12 X 3/" TEKS SCREWS TO POST
W/ (2) # 12 X %4" TEKS SCREWS FLAT HEAD
I TO BOTTOM CHORD BOTH SIDES
DETAIL 2 /SD -5
SCALE N.T.S.
DETAIL 3 /SD -5
SCALE N.T.S.
SEE DET
8/SD -6
2 -� »•� a - .. n
REJECT 4" 0
SPHERE (TYP}
NEW CONCRETE BEAM SEE DETAIL
BY OTHERS 5 /SD-6
EXIST.
FENCE
1'-6"
f 2 5/e"
O
ro fl
3 S/18"
O
O
DETAIL 4/SD -5
SELF-MOSNG GATE HINGE
BY TRU -rAOSE G14- TCA1 -L2
3 9/18 x2 5W WMi QUICK+W
ALIGNMENT LEGS
W1(4) SELF DRILLING FASTENERS
BY TEKS (".)
EXIST.
FENCE
19' -0"
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
I. PICKET c@ 410 O/C MAX
ALUM. TUBE 314 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/SD -5
M. ISELF CLOSING LOCK AT 54" ABOVE FINISH
FLOOR SEE DETAIL 1 /SD-6
N. ALUM. J BOLT LOCK SEE DETAIL 2/SD -6
SEE
DETAIL
8 /SD-6
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SEE DETAIL
7 /SD-6
38'-Ou
SOUTH ELEVATION L SECTION A
SD-5
ALUMINUM SLIDING PICKET GATE 6 /SD -5
SCALE N.T.S.
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FLF P.E. #89818
0804 -2013
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UPPER MOUNT
UPPER MOUNT
KEEPER
BRACKET
tr KEEPERMOUNT
-� M - LOCK
DETAIL 1 /SD-6
SCALE NJA
DETAIL 4 /SD -6
SCALE N.T.S.
ALUMINI
BAR 5/8
ALUMINUM
1° X 1/4
DETAIL 2/SD -6
SCALE N.T.S.
DETAIL 5 /SD -6
SCALE N.T.S.
ALUMINUM ANGLE L 2 X 2 X 1/4 X 2' LG
W / (1) SS TAPCON 1/4- DIA X 2 MIN. EMB
TO CONCRETE SUBSTRATE -
W / (2) SS FASTENERS 1/4' DIA
2" MIN g X 1 -1/2 LG TO ALUM. FRAMING
/ %, i-I
OF WALL
TOP VIEW FRONT VIEW
DETAIL 3 /SD -6
SCALE N.T.S.
DETAIL 6 /SD -6
SCALE N.T.S.
OF WALL
4.1
i
a
LEGEND:
G. TOP RAIL
ALUM. TUBE 2 X 1 X 118
H. POST @ 6' -W O/C MAX
ALUM. TUBE 2 X 2 X 118
1. PICKET Q 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/SD -5
M. ISELF CLOSING LOCK AT 54" ABOVE FINISH
FLOOR SEE DETAIL 1/SD -6
N. ALUM. J BOLT LOCK SEE DETAIL 2ISD -6
ROLLER WHEEL 4uO
ALUMINUM TRACK WITH
TAPCON MASONRY FASTENERS
BY BUILDER 5/160 X 13/4" MIN EMB.
0- 24" O/C MAX.
2 #5LO,W
DETAIL 7 /SD-6
SCALE N.T.S.
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ALUM PLATE ALUM SHIM ALUM PLATE ALUM SHIM
3"X 15 3 "XT'X1/2° 3 "X13 "X114" 30XrX1/2"
(2) SS TAPCON / _
(2} SS TAPCON 1/4" DIA X 2 MIN. EMB.
114" DIA X 2 MIN. EMB. y ; T
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08 04 2013
HEAVY DUTY ". EXIST. EXIST ' ALUMINUM GUIDE •�'. EXIST.
7 CONCRETE +,i= ALUM PLATE :CONCRETE .t '_= '�' ••� _? " • As HOWN
ROLLER �` FENCE 3" X 15" X 1/4" •,... ,CONCRETE: BENDED PLA FENCE _-: 118 0. " " '
�' FENCE 4-1/2" X 6 X 3/8 THK ^�
ALUM PLATE
NMI
SECTION TOP VIEW SECTION 3"X 13"X 1/4" TOP VIEW SOMOFYOM
DETAIL 8 /SD-6 DETAIL 9 /SD-6 IM S D��
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SCALE N.T.S. ��
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KEY LOCK
KEY LOCK
HH
HOUSING
KEY ENTRY
KEY ENTRYi
MAIN LATCH BODY
MAIN LATCH BODI
sorroM
BOTTOM
HOUSING
UPPER MOUNT
UPPER MOUNT
KEEPER
BRACKET
tr KEEPERMOUNT
-� M - LOCK
DETAIL 1 /SD-6
SCALE NJA
DETAIL 4 /SD -6
SCALE N.T.S.
ALUMINI
BAR 5/8
ALUMINUM
1° X 1/4
DETAIL 2/SD -6
SCALE N.T.S.
DETAIL 5 /SD -6
SCALE N.T.S.
ALUMINUM ANGLE L 2 X 2 X 1/4 X 2' LG
W / (1) SS TAPCON 1/4- DIA X 2 MIN. EMB
TO CONCRETE SUBSTRATE -
W / (2) SS FASTENERS 1/4' DIA
2" MIN g X 1 -1/2 LG TO ALUM. FRAMING
/ %, i-I
OF WALL
TOP VIEW FRONT VIEW
DETAIL 3 /SD -6
SCALE N.T.S.
DETAIL 6 /SD -6
SCALE N.T.S.
OF WALL
4.1
i
a
LEGEND:
G. TOP RAIL
ALUM. TUBE 2 X 1 X 118
H. POST @ 6' -W O/C MAX
ALUM. TUBE 2 X 2 X 118
1. PICKET Q 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/SD -5
M. ISELF CLOSING LOCK AT 54" ABOVE FINISH
FLOOR SEE DETAIL 1/SD -6
N. ALUM. J BOLT LOCK SEE DETAIL 2ISD -6
ROLLER WHEEL 4uO
ALUMINUM TRACK WITH
TAPCON MASONRY FASTENERS
BY BUILDER 5/160 X 13/4" MIN EMB.
0- 24" O/C MAX.
2 #5LO,W
DETAIL 7 /SD-6
SCALE N.T.S.
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ALUM PLATE ALUM SHIM ALUM PLATE ALUM SHIM
3"X 15 3 "XT'X1/2° 3 "X13 "X114" 30XrX1/2"
(2) SS TAPCON / _
(2} SS TAPCON 1/4" DIA X 2 MIN. EMB.
114" DIA X 2 MIN. EMB. y ; T
K :a : ; •.' :w :•t ; :.,•..�_ :a ~'; '•.';_ :ALUM PLATE '' CONCRETE •.. �� c to 151
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08 04 2013
HEAVY DUTY ". EXIST. EXIST ' ALUMINUM GUIDE •�'. EXIST.
7 CONCRETE +,i= ALUM PLATE :CONCRETE .t '_= '�' ••� _? " • As HOWN
ROLLER �` FENCE 3" X 15" X 1/4" •,... ,CONCRETE: BENDED PLA FENCE _-: 118 0. " " '
�' FENCE 4-1/2" X 6 X 3/8 THK ^�
ALUM PLATE
NMI
SECTION TOP VIEW SECTION 3"X 13"X 1/4" TOP VIEW SOMOFYOM
DETAIL 8 /SD-6 DETAIL 9 /SD-6 IM S D��
OR8TIf OftWUVOID o
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SCALE N.T.S. ��
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