FW-18-37Miami Shores Village
10050 N.E. 2nd Avenue NE
Miami Shores, FL 33138-0000
Phone: (305)795-2204
Project Address
mit
Issue Date:113012018
Permit°NO. FW-1-18-37
Permit Type: Fence/Wall'
Work Classification: Masonry
Permit Status: APPROVED
Expiration: 07/29/2018
Parcel Number
Applicant
9701 NE 13 Avenue
Miami Shores, FL
1132050090540
Block: Lot:
ROBERT ARDER
Owner Information
Address
Phone
Cell
ROBERT ARDER
9701 NE 13 AVE
Miami Shores FL 33138
305-322-0063
Contractor(s)
HOME OWNER
Phone
Cell Phone
Valuation:
Total Sq Feet:
$ 3,500.00
75
Approved:
Comments:
Date Approved: :
Date Denied:
Type of Construction: Masonry
Classification: Residential
Additional Info: REPAIR CONCRETE BLOCK WALL F
Scanning: 3
Fees Due
CCF
DBPR Fee
DCA Fee
Education Surcharge
Notary Fee
Permit Fee - Concrete & Masonry
Plan Review Fee (Engineer)
Scanning Fee
Technology Fee
Total:
Amount
$2.40
$3.45
$2.30
$0.80
$5.00
$230.00
$80.00
$9.00
$3.20
$336.15
Pay Date Pay Type
Invoice # FW-1-18-66057
01/30/2018 Check #: 2866
01/05/2018 Check #: 2861
Amt Paid Amt Due
$ 286.15 $ 50.00
$ 50.00 $ 0.00
Available Inspections:
Inspection Type:
Tie Beam Bond Beam
Tie Beam
Final
Columns
Foundation
Fill Cells Columns
Review Building
Review Building
Review Structural
Review Planning
Review Planning
In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations
pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In
accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are
required for ELECTRICAL, PLUMBI ECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work.
OWNERS AFF WAVIT: I - rti th- he foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating
construction a, • zoning. er .-ithorize the above -named contractor to do the work stated.
.4 orized igna e: Owner / Applicant / Contractor / Agent
January 30, 2018
Date
Building Department Copy
January 30, 2018
1
o��\�' Miami Shores Village
Building Department
0�N `/x 10050 N.E.2nd Avenue, Miami Shores, Florida 33138
\� v`A Tel: (305) 795-2204 Fax: (305) 756-8972
INSPECTION LINE PHONE NUMBER: (305) 762-4949
<19 FBC 201,
BUILDING
PERMIT APPLICATION
Master Permit No. F' 31 6-3-7
Sub Permit No.
GILDING 0 ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑ RENEWAL
1
❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP
?� ,Av� 11 CONTRACTOR DRAWINGS
JOB ADDRESS: 9 / G / / / es ,137`4 A
City: Miami Shores County: Miami Dade Zip:' 33/ 3
Folio/Parcel#: !` _Um' 0509 Q sr44 Is the Building Historically Designated: Yes , NO
Occupancy Type: /?es Load: Construction Type: C3 Flood Zone: BFE: FFE:
OWNER: Name Fee Simple Titleholder): e'rAll Phone#: 30S- _ "W3
73a I 7lt /'3 i-A- Afee-c
Address:
City: 74,-`¢!�1 , .371:4) State:
Tenant/Lessee Name: Phone#:
Email:
Zip:3` 3
CONTRACTOR: Company Name: Phone#:
Address:
City: State: Zip:
Qualifier Name: Phone#:
State Certification or Registration #: Certificate of Competency #:
DESIGNER: Archite
Address: /3 0 z
RECEIVED
JAN057017
L icr�/ ��((C4 49 l �r Phone#: g Y/�/-_
fa s S /,ems City:/ Av Xi*** r ` State: gZip: ___15/12,1
Value of Work for this Permit: $ 3jso 0 -- Square/Linear Footage of Work: ?S L,,tiO4e iF{
Type of Work: ❑ Addition ❑ Alteration ❑ New gErrepair/Replace ❑ Demolition
Description of Work:
CoN neete 13 IL eft
reV c Q V C / / 06— 6 F 4t c ✓ �' �F+n�k'q'4: � Aa% .Sr. GrC��?. • n'JhKw wT'i%
Specify color of color thru tile:
l0
Submittal Fee $
Scanning Fee $
vt�
TVA',VS ni.L .7t.iAJ ^,ri*J •
4 CC $"i" CO/CC $
DBPR$ Notary $
Double Fee $
'Bond $
Permit Fee $ 2_ 30
Radon Fee $
Technology Fee $ Training/Education Fee $
Structural Reviews $
5.
TOTAL FEE NOW DUE $
S(Q
(Revised02/24/2014)
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 ELECTRIC, PLUMBING, SIGNS, POOLS,
FURNACES, BOILERS, HEATERS, TANKS, 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 COMMENCEMENT MAY
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS 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 attachment. Also, a certified 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 the absence of such posted notice, the
inspection will not be approved and a r inspection fee will be charged.
SignaturSignature
OWNER or AGENT CONTRACTOR
The foregoing instrument was acknowledged before me his The foregoing instrument was acknowledged before me this
c 2 744" day of beCerr✓I.Diit_ , 20 /'7 , by day of , 20 , by
lv lo_P11f A.7-e-e- , who is personally known to , who is personally known to
me or who has produced N IA as me or who has produced as
identification and who did take an oath. identification and who did take an oath.
4
NOTARY PUBLIC:
Sign:
Print:
Seal:
MIRTA M.1100RIGUEZ
Notary P'= Stile `of Florida
Coinnliltilo , N GG 065643
My Caron. ;Espit's Jan 24, 2021
Ioededthrough National Notary Assn.
1I _�
******** s****s**.****sss.*'* (s* *ss:.*.*****sss******s********s******** l
**************************
Plans Examiner �� Zoning
NOTARY PUBLIC:
APPROVED BY
(Revised02/24/2014)
Sign:
Print:
Seal:
Structural Review Clerk
f
Miami Shores Village
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
OWNER BUILDER DISCLOSURE STATEMENT
NAME: 0 6'ov-/-- / DATE:
ADDRESS: qi0 l 7 < 3 1A 4de. 71(.4«r, 2' s
Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S 489.103(7). And I have
read and understood the following disclosure statement, which entitles me to work as my own contractor; I further understand that I as the owner
must appear in person to complete all applications.
State Law requires construction to be done by a licensed contractor. You have applied for a permit under an exception to the law. The exemption
allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the
construction yourself. You may build or improve a one -family or two-family residence. You may also build or improve a commercial building at a
Cost of $25,000.00 or less (The new form states 75,000). The building must be for your own use and occupancy. It may not be built for sale or
lease. If you sell or lease a building you have built yourself within one year after the construction is complete, the law will presume that you built
for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as a contractor. It is your responsibility to make
sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any' person working on
your building who is not licensed must work under your supervision and must be employed by you, which means that you must deduct F.I.C.A and
with -holdings tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all
applicable laws, ordinances, buildings codes and zoning regulations.
Please read and initial each paragraph.
1. I understand that state law requires construction to be done by a licensed contractor and have applied for an owner -builder permit under an
exemption from the law. The exemption specifies that I, as the owner of the property listed, may act as my own contractor with certain
restrictions even though I do not have a license.
Initial
. I understand that building permits are not required to be signed by a property owner unless he or she is responsible for the construction and
is not hiring a licensed contractor to assume responsibility.
Initial
3. I understand that, as an owner builder, I am the responsible party of record on a permit. I understand Th t: I may protect myself from potential
financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own name. I also understand that the
contractor is required by law to be licensed in Florida and to list his or license numbers on permits anSYegntracts.
Initial
4. I understand that I may build or improve a one family or two-family residence or a farm outbuildii . I may also build or improve a commercial
building if the costs do not exceed $75,000. The building or residence must be for my use or occupancy. It may not be built or substantially
improved for sale or lease. If a building or residence that I have built or substantially improved myself is sold or leased within 1 year after the
construction is complete, the law will presume that I built or substantially improved it for sale or lease ich violates the exemption.
Initial
5. I understand that, as the owner -builder, I must provide direct, onsite supervision of the construction.
tom
o a " Initial
•
6. I understand that I may not hire an unlicensed person to act as my contractor or to supervise persoits-working on my building or residence. It
is my responsibility to ensure that the persons whom I employhave the'Iicene required bylaw and b
my or municipal ordinance.
-Initial
4
7. I understand that it is frequent practices of unlicensed persons to have the property owner obtain an owner -builder permit that erroneously
implies that the property owner is providing his or her own labor and materials. I, as an owner -builder, may be held liable and subjected to
serious financial risk for any injuries sustained by an unlicensed person or his or employees while working on my property. My homeowner's
insurance may not provide coverage for those injuries. I am willfully acting as an owner -builder and am aware of the limits of my insurance
coverage for injuries to workers on my property.
Initial
8. I understand that I may not delegate the 'responsibility for supervising work to be a licensed contractor who is not licenses to perform the
work being done. Any person working on my building who is not licensed must work under my direct supervision and must be employed by
me, which means that I must comply with laws requiring the withholding of federal income tax and social security contributions under the
Federal Insurance Contributions Act (FICA) and must provide workers compensation for the employee. I understand that my failure to follow
these may subject to serious financial risk.
•
Initial
9. I agree that, as the party legally and financially respohsible for this proposed Construction activity, I will abide by all applicable laws and
requirement that govern owner -builders as well as employers. I also understand that the
Construction must comply with all applicable laws, ordinances, building codes, and zoning regulation
Initial
10. I understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service, the United States
Small Business Administration, and the Florida Department of Revenues. I also understand that I may contact the Florida Construction Industry
Licensing Board at 850.487.1395 or http://www.myfloridalicense.com/dbpr/pro/cilb/index.html
Initial
11. I am aware of, and consent to; an owner -builder building permit applied for in my name and understan-that I am the party
legally and financially responsible for the proposed construction activity at the following address:
C37'1- Ale
Initial
12. I agree to notify Miami Shores Village immediately of any additions, deletions, or changes to any of the • mation that I have provided on
this disclosure.
Initial
Licensed contractors are regulated by laws designed to protect the public. If you contract with a person who does not have a license, the
Constr4uction Industry Licensing Board and Department of Business and Professional Regulation may be unable to assist you with any financial
loss that you sustain as a result of contractor may be in civil court. It is also important for you to understand that, if an unlicensed contractor or
employee of an individual or firm is injured while working on your property, you may be held liable for damages. If you obtain an owner -builder
permit and wish to hire a licensed contractor, you will be responsible for verifying whether the contractor is properly licensed and the status of
the contractor's workers compensation coverage.
Before a building permit can be issued, this disclosure statement must be completed and signed by the property owner and returned to the local
permitting agency responsible for issuing the permit. A copy of the property owner's driver license, the notarized signature of the property
owner, or other type of verification acceptable to the local permitting agency is required when the permit is issued.
Was acknowledged before me this _ day of `'J , 20 ie
By JV"vCifvin
Produced there License o
4
OWNER
ACrla---- who was personally known to me or who has
s identification.
NOTARY
MECAWind Version 2.1.0.6 per ASCE 7-10
Developed by MECA Enterprises, Inc. Copyright 2017 www.mecaenterprises.com
Date
Company Name
Address
City
State
File Location:
• •1911 pressures shown
• E a+v• i c Wi 4id• Slol,e e d (V )
Strgcturat Cetegory
Natural IrvgL4pncy
Iwportanee•ftittor
•Dam{Di ng Ratl_O• (beta)
.A/pea
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Epsilon
.•••
•
: 11/1/2017
: Milton Cubas, PE,
: 1302 NE 125 St
: North Miami
: FL
C:\Users\RAUL\Desktop\s t r u
Inc.
Project No.
Designed By
Description
Customer Name
: me
: WALL
Proj Location : 9701 NE 3 AVE AVE, MIAMI SHORE
c t u r e\WIND MECAWind\OLD mega wind\Default.wnd
Other Structures & Building Appurtances MWFRS (Ch 29)
are based upon ASD Design, with a Load Factor of .6•
175.00
= I
= N/A
• 1.00
• 0.01
- 9.50
• 0.11
• 0.15
• 0.20
- 0.20
• . . ..
Cgt Factor Category I Rigid
C 2: For Rigid Structures
Gust
Zm:
lzm:
Lzm:
mph
Structures
(Nat.
Exposure Category
F ,i1517 ,) 5'txtfcttfr _
dDirectional, �Faetor.
k
Z:g ; ' p. :t x ;
B >� •
AA.
Bm EM
1 t: km
Zmin4i
Simpl`ii�ed`.
Freq.>1 Hz) use 0.85
Factor Category II Rigid Structures - Complete Analysis
0.6*Ht
Cc*(33/Zm)^0.167
1*(Zm/33)^Epsilon
Q: (1/(1+0.63*((B+Ht)/Lzm)^0.63))^0.5
Gust2: 0.925*((1+1.7*1zm*3.4*Q)/(1+1.7*3.4*lzm))
Gust Factor Summary
Not a Flexible Structure use the Lessor of
Elev
ft
Design Wind Pressure -
Kz Kzt qz
psf
5.00 0.85
1.00
33.942
C
No
0.85
900.00 ft
1.00
0.65
500.00 ft
15.00 ft
= 0.85
= 15.00 ft 1�
= 0.23 1�CCEIVC®
= 427.06 ft
= 0.96 JAN 0 5 2O13
0.91
Gustl or Gust2 = 0.85
Other Structures) " 7
W_PresCf ( 1.40),f k Ad I
psf , . Ai
ti
40.39
Note: W Pres Cf is Wind Pressure based on Cf(Force Coefficient)
Figure 29.4-1:
Case A
ua
Wind Loads for Solid Signs & Freestanding Walls
Cf - Force Coefficient
Rd - Reduction Factor (1-(1-E)^1.5)
Kz
eB
Kzt
Qz
Wind Pressure at Elevation 5 ft
= 1.00
= 33.942 psf
= 40.391 psf
Notes: 1) Signs with openings comprising < 30% of gross area are considered solid
signs
Wi
2) Force Coefficients for solid signs with openings shallthe multiplied by Rd
3) Case C only applies when Bs >= 2
t
Case C
S S S 'Balance
4
4
1
1
Balance S S
i
S
.. '.
• • •
• .
.•
. . .
011
.
.
• • • •
• . •
•• ..
• .
Wind ....
•
.
�• •
• . .
• .•.
�0 • • •
Distance from Cf Kz KztQh Wind Pres dur2, @ Distsarne
leading edge ft Force Coeff.
psf psf • •
••
From 0 to 5.0 1.80 0.85 1.00 33.94 51.93
,From 5.0 to 10.0 1.20, 0.85 1.00 33.94 34.62
From 10.0 to 10.0 0.92 0.85 1.00 33.94 26.54
RdC - Reduction Factor for Case C (1.8 - S / Ht)
Note: When S / Ht > 0.8 then Cf must be multiplied by RdC.
0.,80
• •
• •
•
••
• .
• •
• •
•
.
Company : MILTON CUBAS INC
Designer : MC
Job Number :.
MASONRY FENCE DESIGN
5' CMU FENCE
November 1, 2017
Checked By:
CRITERIA
Code
Special lnsp
Reinforced
Slender
MATERIALS
MSJCO2 /'IBC03lasonry fm
: Yes Masonry Em
: Reinforced
: No
Steel fy
Steel E
: 1.5 ksi
,:' 1125 k ksi ,
:60 ksi
:29000 ksi
Bik Material : Conc 135 pcf
End Face pint : 3.81 in Grt Weight : 140 pcf
. .
• • • •• • ••
•
• • • YNVELyCZP�QIAGRAMS'
..•.
••
•
..•.
•..
•
••i
•
...
•
•.•
•
•
•..
Vertical Bar Size : #5
•• • • •
•
Min:.33 at 5 ft :.: •
•11�1in: -.102 at 5 ft
Max:.128 at 2.5 ft
• • • • •• • • km."
•
.. ••.. •••••
k/ft
k
•• .. ••••
•-
•
•• ••
ill
..
• •
.,
•
• ...
•'
S.
•
•
V
Max: .62 at 0 ft
Max: .102 at 0 ft
APPLIED LOADS DETAILS
Load Pressure Load, Q
Category Magnitude (ksf)
DL
LL
EL
WL
0
0
0
0.041
TAPERED LOAD DETAILS
Load Start, w1
Category Magnitude (ksf)
WL 0
Axial Load,P
Magnitude (k/ft)
0.33
0
0
0
End, w2
Magnitude (ksf)
0.
Moment,M
Magnitude (k)
0
0
0
0
Start, d1
Location (ft)
0
GEOMETRY
Total Height : 5 ft
Eq Sld Thickness: 4.906"
Blk Grouting : Partially Grouted
Grt/Bar Spacing : 32"
COMBINED CHECKS
(fa + fb)/Fb :.146
fa/Fa :.022
fs/Fs :.162
AXIAL SUMMARY
fa :.008 ksi
Fa :.365 ksi
BENDING SUMMARY
fb :.065
Fb :.5
fs
Fs
ksi.
ksi
: 3.899 ksi
:24 ksi
SHEAR CHECKS
fv/Fv :.064
u/U :.203
SHEAR SUMMARY
fv :.002
Fv :.039
u
Line Load,L
Magnitude (k/ft)
0
0
0
0
End, d2
Magnitude (ft)
0
ksi
ksi
:.041 ksi
:.2 ksi
Height, H1 (ft)
0
0
0
0
RISAMasonry Version 1.0 [\\milton\Documents\GUSTAVO EL ARG 251 174 ST\4ft FENCE CMU 9701 N EAVE\CALC
Company' : MILTON CUBAS INC
Designer : MC
Job Number :
MASONRY FENCE DESIGN
5' CMU FENCE
November 1, 2017
Checked By:
DESIGN DETAILS
AXIAL DETAILS BENDING DETAILS SHEAR DETAILS
Max Axial :.475 k/ft Max Moment :.128 k Max Shear :.102 k/ft
Location : 2.5 ft Location' : 2.5 ft Location :0 ft
Load Comb : 5 Load Comb : 5 Load Comb 5
Rad gyration r : 2.59 in k
h'/r : 23.166 d
Red Factor R :.973
LOAD COMBINATIONS
:.301 Sh Wdth/c/c Reinf 32 in
: 3.81 in Perimtr/c/c Reinf : 1.963 in
:.9
•• •
• • •
• •
.•
• • •
•••
•
•
LC Label ASIF DL LL EL WL SL : . RLL • •OL
1 IBC 16-7 1 1, 0 0 0 0 0 • 0
2 IBC 16-8 1 1 1 0 0 0 ••••••0 ••••
3 IBC 16-9 a 1 1 1- 0 0 0. ••.. 1 •••• 0
4 IBC 16-9 b 1 1 1 0 0• 1 ••••••0 •....0
5 IBC 16-10 a 1 1 1 0 1 0 1 • 0
6 , IBC 16-10 b 1 1 1 0 -1 0 1 0
7 IBC 16-10c 1 1 1 0 1 1 •". :0 ' 0
8 IBC 16-10 d 1 1 1 0 -1 1 6 • 0 .6 •".0
9 IBC 16-10 e 1 1 1 0.7 0 0 1 •••• 0
10 IBC 16-10 f 1 1 1 -0.7 0 0 1 0
11 IBC 16-10 g 1 1 1 0.7 0 1 0 0
12 IBC 16-10 h 1 1 1 -0.7 0 1 0 0
13 IBC 16-11 a 1 0.6 0 0 1 0 0 0
14, IBC 16-11 b 1 0.6 0 0 -1 0 0 0
15 IBC 16-12 a 1 0.6 0 0.7 0 0 .0 0
16 IBC 16-12 b 1 0.6 0 -0.7 0 0 0 0
• •
•
••
• •
S. •
•
RISAMasonry Version 1.0 [\\milton\Documents\GUSTAVO EL ARG 251 174 ST\4ft FENCE CMU 9701 N e.42'E\CALC1
Company : MILTON CUBAS INC
Designer : MF
Job Number :
FOOTING MASONRY FENCE DESIGN
November 1; 2017
Checked By:
Sketch
....
.. .
• ...
•• .
•
.•
. •
• .
•
• .•
• • •
... •
•••.
• •
• Etetails••_••
• z••
•.•
. .
. •
.• •
•• • "D �--� C
• 1 ft
• • • •
• •
.•.•
D C
Ar• B
.
•
. .
if5NA)
. •
•1••
w
Cr)
#5@ 12 in
.
• ..
• . .
DfC
1 ft
Bottom Rebar Plan
Geometry. Materials and Criteria
/\ X
DFooting Elevation
Length :1 ft
Width :3 ft
Thickness :12 in
J Height : 0 in
eX : 0 in
eZ :0 in
pX :8 in
pZ :12 in
Footing Top Bar Cover :3.5 in
Footing Bottom Bar Cover : 3.5 in
Pedestal Longitudinal Bar Cover :1.5 in
Loads
Gross Allow. Bearing
Concrete Weight
Concrete fc
Design Code
:2000 psf (gross)
:150 pcf
:3 ksi
:ACI 318-05
Overturning Safety Factor
Coefficient of Friction
Passive Resistance of Soil
Steel fy
Minimum Steel
Maximum Steel
:60 ksi
:.0018
.0075
:1.5 Phi for Flexure :0.9
:0.3 Phi for Shear :0.75
: 0 k Phi for Bearing :0.65
DL
WL
P (k)
.24
*rni-P
Vx (k)
A D
Vz (k)
z
D C
Mx (k-ft)
D C
Mz (k-ft)
-.41
A D
Overburden (psf)
100
+Over
1
"RISAFoot Version 3.0 [\...\...\...\...\...G..\3.-MASONRY FOOTING.rft] Page 1
Company : MILTON CUBAS INC
Designer : MF
Job Number :
FOOTING MASONRY FENCE DESIGN
November 1, 2017,
Checked By:
Soil Bearing
Description
Categories and Factors
Gross Allow.(Dsf) Max Bearing (Dsf) Max/Allowable Ratio
ASCE 2.4.1-1
1DL
2000
330 (A)
.165
ASCE 2.4.1-2
1 DL+1 LL
2000
330 (A)
.165
ASCE 2.4.1-3a
1DL+1WL
2000
603.333 (C)
.302
ASCE 2.4.1-3b
1DL+.7EL
2000
330 (A)
.165
ASCE 2.4.1-3c
1DL+.75LL+.75WL
2000
535 (C)
.267
ASCE 2.4.1-3d
1DL+.75LL+.7EL
2000
330 (A)
.165
ASCE 2.4.1-4
.6DL+1WL
2000
489.031 (C)
.245•••.
. ASCE 2.4.1-5
.6DL+.7EL
2000
198 (A)
.'
•.
;
.099 • •
A B
D C
1DL
QA: 330 psf
QB: 330 psf
QC: 330 psf
QD: 330 psf
NAZ: -1 in
NAX: -1 in
A B
D C
1 DL+1 LL
QA: 330 psf
QB: 330 psf
QC: 330 psf
QD: 330 psf
NAZ: -1 in
NAX: -1 in
A B A B
D C D C
1 DL+.75LL+.7EL
QA: 330 psf
QB: 330 psf
QC: 330 psf
QD: 330 psf
NAZ: -1 in
NAX: -1 in
.6DL+1WL
QA: 0 psf
QB: 0 psf
QC: 489.031 psf
QD: 489.031 psf
NAZ: -1 in
NAX: 29.152 in
^Footing Flexure Design -(Bottom Bars)
AI B
D C
1 DL+1 WL
QA: 56.667 psf
QB: 56.667 psf
QC: 603.333 psf
QD: 603.333 psf
NAZ: -1 in
NAX: 39.732 in
AlD C
.6DL+.7EL
QA: 198 psf
QB: 198 psf
QC: 198 psf
QD: 198 psf
NAZ: -1 in
NAX: -1 in
A B
D C
1 DL+.7EL
QA: 330 psf
QB: 330 psf
QC: 330 psf
QD: 330 psf
NAZ: -1 in
NAX: -1 in
-
•
• • •
••••pt
.. ••
. .
•...
.
•"b
•
.•
•
B •
-
-
.. •
• . .
• •.-
• .
CP••• .
1 DL+.35LL+.75WL. • •
• iA: psf
• • QB: 125 psf
QC: g3S psf
QD: 535 psf
NAZ: -1 in
NAX: 46.976 in
Description Categories and Factors
Mu-XX (k-ft) Z Dir As (in2) Mu-ZZ (k-ft) X Dir As (in
ACI-99 9-1
1.4DL+1.7LL
4.2e-8
0
.076
.002
ACI-99 9-2
1.05DL+1.275LL+1.275WL
3.15e-8
0
.233
.006
ACI-99 9-3
.9DL+1.3WL
2.7e-8
0
.231
.006
IBC 16-5_
1.2DL+1 LL+1 EL
3.6e-8
0
.065
.002
IBC 16-6
.9DL+1EL
2.7e-8
0
.049
.001
Footing Flexure Design (Top Bars)
Description Categories and Factors
SW+OB
1SW+1OB-(ASCE 2.4.1-..,ACI-99 9-
Mu-)0(k-ft) Z Dir As (in2
3) 0
0
Mu-ZZ (k-ft) X Dir As (in2
.143
Moment Capacity of Plain Concrete Section Along XX and ZZ= 7.531 k-ft,2.51 k-ft Per Chapter 22 of ACI 318.
0
RISAFoot Version 3.0 [\...\...\...\...\...\...\3.-MASONRY FOOTING.rft]
Page 2
•
Company : MILTON CUBAS INC
Designer : MF
Job Number :
November 1, 2017
FOOTING MASONRY FENCE DESIGN Checked By:
Footing Shear Check
Two Way (Punching) Vc: NA
Description
One Way (X Dir. Cut) Vc 52.288 k One Way (Z Dir. Cut) Vc: 10.763 k
Categories and Factors
Punching X Dir. Cut Z Dir. Cut
Vu(k) Vu/oVc Vu(k) Vu/QSVc , Vu(k) Vu/szWc
ACI-99 9-1
1.4DL+1.7LL
NA
NA
.000168
0
.054
.007
ACI-99 9-2
1.05DL+1.275LL+1.275WL
NA
NA
.000126
0
.182
.023
ACI-99 9-3
-.9DL+1.3WL
NA
NA
.000108
0
.182
.022
IBC 16-5
1.2DL+1 LL+1 EL
NA
NA
.000144
0
.046
.006
IBC 16-6 _ _ •
•.9QL+1 EL
NA
NA
.000108
0
.035
.004
• . • •
•
•
• • • • Concrete Beari►ta Clieck (Vertical Loads Onlv)
• ••1•••
•• Bearing.Bc;• 244.8Jc. ••
Desettion Categories and Factors
• .
•••
•
• • •
•
• • •
••
Bearing Bu (k) Bearing Bu/ z Bc
•ACI-99�l••
•1'4Dt.+1.7LL
1.386
.009
ACI-966.8•
1'65 L+1.275LL+1.275WL
1.039
.007
•ACI-99 9.3
¶ t -1.3WL
.891
.006
• IBC 16-5 . _ •
•1'2Dt}1 LL+1 EL
1.188
.007
IBC 16� •' •
;9QL+-J EL
.891
.006
• • • •
• •
•
Overturning Check (Service)
Description Categories and Factors
Mo-XX (k-ft) Ms-XX (k-ft) Mo-ZZ (k-ft) Ms-ZZ (k-ft) OSF-XX OSF-ZZ
ASCE 2.4.1-1
1DL
0
.495
0
1.485
NA"
NA
ASCE 2.4.1-2
1 DL+1 LL
0
.495
0
1.485
NA
NA
ASCE 2.4.1-3a
1 DL+1 WL
0
.495
.41
1.485
NA
3.622
ASCE 2.4.1-3b
1DL+.7EL
0
.495
0
1.485
NA
NA
ASCE 2.4.1-3c
1DL+.75LL+.75WL
0
.495
.308
1.485
NA
4.829
ASCE 2.4.1-3d
1DL+.75LL+.7EL
0
.495
0
1.485
NA
' NA
ASCE 2.4.1-4
.6DL+1WL
0
.297
.41
.891
NA
2.173
ASCE 2.4.1-5
.6DL+.7EL
0
.297
0
.891
NA
NA
Mo-XX: Governing Overturning Moment about AD or BC
Ms-XX: Governing Stablizing Moment about AD or BC
OSF-XX: Ratio of Ms-XX to Mo-XX
Sliding Check (Service)
Description Categories and Factors
Va-XX (k) Vr-XX (k) Va-ZZ (k) Vr-ZZ (k) SR-XX SR-ZZ
ASCE 2.4.1-1
1DL
0
.277
0
.277
NA
NA
ASCE 2.4.1-2
1 DL+1 LL
0
.277
0
.277
NA
NA
ASCE 2.4.1-3a
1 DL+1 WL
0
.277
0
.277
NA
NA
ASCE 2.4.1-3b .
1DL+.7EL
0
.277
0
.277
NA
NA '
ASCE 2.4.1-3c
1DL+.75LL+.75WL
0
.277
0
.277
NA
NA
ASCE 2.4.1-3d
1DL+.75LL+.7EL
0
.277
0
.277
NA
NA '
ASCE 2.4.1-4
.6DL+1WL
0
.166
0
.166
NA
NA
ASCE 2.4.1-5
.6DL+.7EL
0
.166
0
.166
NA
NA .
Va-XX: Applied Lateral Force to Cause Sliding Along XX Axis
Vr-XX: Resisting Lateral Force Against Sliding Along XX Axis
SR-XX: Ratio of Vr-XX to Va-XX
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STRUCTURAL NOTES
REVISIONS
•
•
•
•
•
• •
•
•
•
•
•
••
DESIGN LOADS:
THE STRUCTURAL FRAMING WAS DESIGNED USING TIE FOLLOWING SUPERIMPOSED LOADS.
DESIGN WILD LOADS WERE DETERMINED IN ACCORDANCE WITH ASCE 7-1I
WIND:
DESIGN WIND SPEED • 115 MPH
RISK CATEGORY •I
EXPOSURE C
INTERNAL PRESSURE COEFFICENT • • map we
SIier9,13 AWING REVIEW:
SHOP VAMP. WILL BE REVELED FOR EEPAL COMPLIANCE WITH THE DESIGN INTENT
OF THE CONTRACT DOCUMENTS 'KY. SHAUEE THE RESPONSIBILITY OF TIE
CONTRACTOR TO WREN' COMPLIMIE WITH TH•(ONTRACT DOCUMENTS AS TO CWHTTTY.
LE Ty,iitimpas. DIMENSIONS. ETC.
ALLDRAW►LaS SHALL BE RENEWED BY TAW CONTRACTOR PRIOR TO SUBMITTAL TO
TIE ElNTTGGNEER DRAWINGS SUB EW WILL BE RETURNED UNCHECKED.
SHOP GS IN THE FORM or SEPIAS OFSTRUCTURAL CRAVINGS
(CONTRA DOCUMENTS) ARE TIE EXPRESS WRITTEN PERMISSION
FROM THE ENGINEER
IN At PASTA. TIE CONTRACT DRAWINGS
GOVERN OVER TIE SHOP DRAWINGSGS
UNLESS I}HERWIE SPECFED AramY THE ENGINEER.
CORM ACHIEVE MIMMUM CO /� MPRIVE ESSSTRENGTHS AS FOLLOWS:
TE SHALL BE
REGLIel WEIGHT NOT GREATER TON 00 W/C
FF�FEW TE MIX PRIOR TO PIT LACEMENT. CONCRETE SLUMP SHALL NOT
AL STRENGTH DATA
FXCFFDA•.A ?PRIOR TO TIE ICDER. CONCRETE SHALL COMPLY WITH
ALL THE IEQUIREMENTS OF AG G FOR MEISURNG, HANG,
TRANSPORTING. ETC. CONCRETE TICKERS HNN I BE TME-STA MPED WHEN CONCRETE S
BATCHED. THE WARM THE ALEOAESF*SIREN WATER S ADDED TO THE MIX UNTL IT
IS DIPITAR•MT•FNAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON
THERE'S A DELAY OUCH THAT MITCA S t* FOR LONGER THAN 90 MINUTES TE
CONCRETE SHALL E DSUJOED•T SHILL BE TE RESPONSBLITY O TIE TESTNG
LABORW*flNOTFY THE °MET. REPRESMETATNE ND THE CONTRACTOR O ANY
NO $ONWUA NCE 1•TH THE ABOVE. ALL CONCRETE SHALL BE CURED USING A CURING
COMP.'ERCE AEIING ABTA STANDARD C-309, TYPE 1. CURING CMPOUACS STALL HAVE A
FUGITIVE DYE. THE CURING COMPOUND SHALL E PLACED AS SOON AS TIE FNSNNG
COMPLETED OR AS SOON AS THE VISIBLE WATER HAS LEFT THE UNFINISHED CONCRETE. ALL
SCUFFED OR BROKEN AREAS Al THE CURING MEMBRANE SHALL BE RECOATED DALY.
CALC.M CHLORIDES SHALL NOT BE LTUZED IN THE WORN. SOWN ADMIXTURES MAY E
USED ONLY WITH THE APPROVAL OF THE ENGINEER.
UNLESS A GREATER CONCRETE COVER IS RETIRED BY 7.7.8 CR 7.7.8 (ACM 318.111 SPECIFIED
COVER FOR REINFORCEMENT SHALL NOT BE LESS THAN THE FOLLOWING:
CONCRETE
COVER IA
(a) CONCRETE CAST AGAINST AM PERMANENTLY EXPOSED TO EARTH...._....._............................3
IA) CONCRETE EXPOSED TO EARTH OR WEARER:
No. B THROUGH No. 18 BARS.................................................................................................._...............]
No. 5 BAR, W31 CR D31 WIRE, AND SMALLER._............._................_........__.............._..........._...1-1/1
(c) CONCRETE NOT EXPOSED TO WEATHER OR N CONTACT WITH GROUND.
SLABS. WALLS, JOIST:
Na 14 AND No. 18 BARS. 1.1/2
No. 11 BAR AND ANN I FR..................._._...................._.._.._.._......._._._......_.._..._.__.._._.._....AM
BEAMS. COLUMNS,
PRIMARY REINFORCEMENT, TIES. S JRRUPS. SPRAL............._..............._....................................1-12
SHELLS. FOLDED PLATE MEMBERS:
No.8 BAR MO LARGER................_...._................_................_....._...._._......_........_............._._._..._3Y
No. 5 BAR, W31 OR D31 WIRE AND SMALLER......_......_........_......_.................................................12
7.7.8 CORROSIVE ENVRONMENTS.
IN CORROSIVE ENVIRONMENTS OR OTHER SEVERE EXPOSURE CNDITONLS, THE CONCRETE
COVER SHALL BE NGLFASFD AS DEEMED NECESSARY MID SPECFED BY THE UCDOED
DESIGN PROFESSIONAL. THE APPXABLE REQUIREMENTS FOR CONCRETE BASED ON
EXPOSURE CATEGORIES AND CLASSES IN CHAPTER A SHALL BE MET, OR OTHER PROTECTION
SHILL BE PRANCED.
7.7.8 FRE PROTECTION.
IF THE GENERAL BALDING CODE (OF WHICH THIS CODE FORMS A PART) REQUIRES
THICKNESS OF COVER FOR FIRE PROTECTION GREATER THAN THE CONCRETE COVER IN 7.7.1
THROUGH 7.7.7 (ACT XIS-Il1 SUCH GREATER THICKNESS SHALL BE SPECFED.
THE REINFORCEMENT FOR FOOTINGS AND OTHER PRINCIPAL STRUCTURAL MEMBERS IN
WHICH CONCRETE IS DEPOSITED AGAINST TIE GROND SHALL HAVE NOT LESS THAN 3
INCHES OF CONCRETE BETWEEN THE REINFORCEMENT MID THE GROUND CONTACT
SURFACE. F CONCRETE SURFACES AFTER REMOVAL OF THE FORM ARE TOE EXPOSED TO
THE WEATHER ORE IN CONTACT WITH THE GROUND, THE REINFORCEMENT SHALL BE
PROTECTED WITH NOT LESS THAN 2 ACHES OF CONCRETE FOR BARS LARGER THANE AND
1-VT FORE OR SMALLER BARS. EXCAVATIONS FOR CONTINUOUS FOOTINGS SHALL E CUT
TRUE TO LINE MID GRADE AND THE SDES OF FOOTINGS SHALL BE FORMED. EXCEPT WHERE
SOIL CONDITIONS ARE SUCH THAT TIE SIDES OF THE EXCAVATION STAND FIRM AND SCARE.
EXCAVATIONS SHALL BE MADE TO FILM, CLEAN BEARING SOL.
WHEN POLYETHYLENE SHEETS ARE USED AS A VAPOR BARER BENEATH A GROUND FLOOR
SLAB. THE SUB GRADE FOR THAT SLAB SHALL BE CONSIDERED A FORMED SURFACE FOR TOE
PURPOSE OF RENFORCNG STEEL COVERAGE.
STRUCTURAL CONCRETE SHALL CONFORM WITH ACL301 IT SHALL REACH A MNMUI
COMPRESSIVE STRENGTH OF 3,000 PSI IN 28 DAYS FOR SLABS FOR BEAMS MO COLUMNS.
AGGREGATES SHALL BE CLEAN AND GRADED EMBALM SIZES 314- CONCRETE ASTM C3I
SHALL CONFORM TO ASTM CJM
CONCRETE TESTING IS REQUIRED AS FOLLOWS: 1 ET O 5 CYLNDERS FOR EVERY 50 W.
YDS. OF CONCRETE AS PER ASTM C-NI
MA%MUM PERMISSELE SLUMP IS 581N STRUCTURAL CONCRETE WITH TE EX PTION-
BEINGSANDCEMENT GROUT
REINFORCING STEEL SNARL CONFORM TO ASTM A.815 GRADE e0. REINFORCING STEEL SHALL
E DETALED AND FABRICATED ACCORDING TO THE • MANUAL O STANDARD PRACTICE FOR
DETANNG REINFORCED CONCRETE STRUCTURES.. HOOK ALL DISCONTINUOUS TOP
REINFORCING. PROVIDE CORNERS WITH 285 X SIY END.
FORMWORK:
FORMWORK SHORING, AND BRACING FOR ALL CONCRETE BEAMS. SUBS. COLUMNS. WALLS,
AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH AC 317,
RECOMMENDED PRAC T E FOR CONCRETE FORMWORK..
GENERAL NOTES:
STRUCTURAL DRAWINGS SHALL BE USED IN CONXNCTION WITH JOB SPEGFIGTIONS AND
- ARCHITECTURAL, MECHANICAL. ELECTRICAL PLUMBING, MID SITE DRAWINGS. CONSULT
ARCHITECTURAL DRAWINGS FOR SLEEVES. DEPRESSIONS. AND OTHER DETALS NOT SHOM1
ON STRUCTURAL DRAWINGS. M A ERBIUM, CONSTRUCTION SHALL COMPLY WITH FLORIDA
BUILDING CODE LAST EDITION, AG 318.14, BUILDING CODE REQUIREMENTS FOR STRUCTURAL
CONCRETE, AG 350, ANSI MANUAL 2002. NORTH AMERI AN SPECIFICATION FOR DESIGN OF
COLD -FORMED STEEL STRUCTURAL MEMBERS SG02-01, AND ABC SPECFICATTCAS.
ALL DETALS MO SECMONS SHOWN ON THE DRAWINGS ARE NTENDED TO BE TYPICALMO
SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT.
EXCEPT WHERE A DIFFERENT DETAL IS SHOWN.
ALL DIMENSIONS AND CONDITIONS MUST BE VERFED N TIE FELD. DO NOT SCALE THE
DRAWINGS. FOLOW 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 E SELF SUPPORTING MO STABLE AFTER TIE BALDING S
COMPLETE. ITS THE CONTRACTORS RESPONSW LILY TO DETERMINE ERECTION
PROCEDURES AND SEQUENCES TO INSURE SAFETY OF THE BALDING AND ITS COMPONENTS
DURING ERECTOR. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING,
SHEETNG, TEMPORARY AMONG. GUYS OR TEDOW1O. TE CONTRACTOR SHALL
MASONRY:
ALL BLOCK WALLA SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REVILER SIZE BLOCK —
MANUFACTURED IN CONFORMANCE rant ASTM C90. GRADE N. PM • 1503 PSI. BLOCK SHALL
BE PLACED USING RANDOM BOND UNLESS OTHERWISE NOTED. LAY-UP MASCARA WALLS TO
BOTTOM OF TE BEAMS BEFORE RACING CONCRETE FOR IN -WALL COLUMNS. TIE ENGNEER
SHALL PUNISH INSPECTION OF ALL REINFORCED MASONRY STRUCTURES. GROUT USED TO
FILL MASONRY CELLS SHALL COMPLY WITH ASTM CAM AND SHALL PROVIDE A MNBKM
COMPRESSIVE STRENGTH CF 3,000 PSI AT 28 DAYS. THE GROUT MIX SHALL HAVE A MAXIMUM
31W COARSE AGGREGATE. MID SHALL BE PULED WITH A SLUMP OFF TO I0-. USE ONLY
MECHANICAL VIBRATION TO CONSOLIDATE GROUT. TYPE S MORTAR SHALL BE USED
EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED MO MDED AS
OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERT. MORTAR JOINTS SHALL E 3rff TICK
UNLESS OTERWEE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO CELLS TO
BE FILLED. ALLOW A ERBIUM 72 HOURS FOR MORTAR TO CURE PRIOR TO GROUTING CELLS.
HORIZONTAL MORTAR JOINTS SHALL BE REINFORCED WITH STANDARD 9 GAGE LADIR-TYPE
DUROWALL (NSTM CLASS 0.2. HOT -DIPPED GALVANIZED) AT ALTERNATE COURSES (18. ON
CENTER), UNLESS OTHERWISE NOTED. JOINT REINFORCEMENT SHALL BE CONTINUOUS AND
SHALL LAP A MNIU M ff. THIS REINFORCEMENT SHALL EXTEND 4 INCHES INTO TE COWERS
OR BE TED TO STRUCTURAL COLUMNS WITH APPROVED METHODS WHERE STRUCTURAL
COLUMNS REPLACE THE TE COLUMNS.
SUPPLEMENT THE MEIIIBJM REOURED FDIDATTON AND SITE PREPARATION REOUIEMENTS_ LAP VERTICAL REBAR B X BAR NO.. U.ON.
AND SLAB -ON -GRADE THICKNESS TO HANKIE CONSTRUCTION LOADS. - MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF
THE LAST EDT OF FLORIDA BUILDING CODE
MASONRY CONSTRUCTION SHALL BE PERFORMED UNDER THE DIRECT SUPERVISION CF A
YERTFED STRUCTURAL MASONRY CONTRACTOR. TIE SUPERVISOR OF TIE MASONRY
PORTION OF THE PROJECT SHALL E A •CERTFED STRUCTURAL MASONRY CONTRACTOR OR
A •CERTFED STRUCTURAL MASON' AS RECOGNIZED BY TIE FLORIDA CONCRETE AND
PRODUCTS ASSOCIATION (FCLPAI. THE SENIOR MASONRY SUPERVISOR WALE
RESPONSIBLE TO ASSURE THAT THE WORM IS ACCOMPLISHED IN ACCORDANCE WITH THE
CONTRACT DOCUMENTS. THE MASONRY CONTRACTOR SHALL SUBMIT CREDENTIALS FROM
THE FCBPA TO THE ENGINEER FOR REVEW AND APPROVAL PRIOR TO SLIDING.
TERMITE PROTECTION:
ALL BULDRGS SHALL HAVE PRE -CONSTRUCTION TREATMENT PROTECTION AGAINST
SUBTERRANEAN TERMITES. THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA
DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES SHALL BE DEEMED AS
APPROVED WITH RESPECT TO PRE —CONSTRUCTION SOIL TREATMENT FOR PROTECTION
AGAINST SUBTERRANEAN TERMITES. A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED
TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT
CONTAINS THE FOLLOWING STATEMENT:
'THE BOLDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF
SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES MO LAWS
ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER
SERVICES..
FOUNDATION/ ALLOWABLE BEARING CAPACITY :
FOOTING WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2000
PSF. PRIOR INSTALLATION OF ANY FOOTING FOUNDATION SYSTEM FOR THE NEW
BUILDING, STRUCTURES OR ADDITIONS, THE BUILDING OFFICIAL SHALL BE PROVIDED
WITH A STATEMENT OF ALLOWABLE BEARING CAPACITY FROM THE ENGINEER OF
RECORD. SAID STATEMENT SHALL CLEARLY IDENTIFY THE ALLOWABLE IN -PLACE
BEARING CAPACITY OF THE BUILDING PAD FOR THE NEW BUILDING OR ADDITION AND
VERIFY THE EXISTING SOIL CONDITIONS. THE CERTIFIED IN PLACE BEARING CAPACITY
SHALL HAVE BEEN DETERMINED BY WAY OF RECOGNIZED TEST OR RATIONAL
ANALYSIS.
THE MAXIMUM SIZE OF ROCK WITHIN 12 INCHES BELOW THE FLOOR SLAB IN
COMPACTED FILL SHALL BE 3 INCHES IN DIAMETER WHERE PULL MATERIAL INCLUDES
ROCK. LARGE ROCKS SHALL NOT BE ALLOWABLE TO NEST AND ALL VOIDS SHALL BE
CAREFULLY FILLED WITH SMALL STONES OR SAND. AND PROPERLY COMPACTED.
WHEN FOUNDATION WALL ARE TO BE POURED SEPARATELY FROM THE FOOTING,
THEY SHALL BE KEYED AND DOWELED TO THE FOOTING WITH NO LESS THAN M
DOWELS. 20 DIAMETERS IN LENGTH ABOVE MID BELOW THE JOINT. SPACED NOT
MORE THAN 0 FEET APART. WHERE FOOTING DEPTH DOES NOT ALLOW STRAIGHT
DOWELS. STANDARD HOOKS WILL BE ALLOWABLE. SLAB SUBGRADE SHALL BE
COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE MODIFIED PROCTOR
MAXIMUM DRY DENSITY. DETERMINED IN ACCORDANCE WITH ASTM D-1557.
REINFORCING STEEL:
REBAR SHALL BE ASTM A815 GRADE 03DEFORBED BARS, FREE FROM OIL SCALE. ND RUST -
MO PLACED N ACCORDANCE WITH THE TYPICAL BENDING DIAGRAM MO PLACING DETALS
OF THE ACI STANDARDS ADSPECFICATXN$. CONTRACTOR SHALL SUBMIT REMIT SHOP
DRAWINGS FOR RENEW PRIOR TO FABRICATION. HORIZONTAL AND VERTICAL BARS SHALL
LAP 8 X BAR NO.. UNLESS OTHERWISE NOTED. UNSCHEDULED FELD LAPS ARE SUBJECT TO
ENGINEERS REVIEW. PROVIDE 3' X 3' CORNER BARS LAPPED AND TED TO EACH BEAM REBAR.
TYPICAL AT ALL CORNERS. THESE CORNER BARS STALL BE THE SAME SUE AS LONGITUDINAL
BEAM BARS. SEE DETAILS FOR ADDITIONAL IFORMATI N.
SOIL STATEMENT
BASED ON VISUAL INSPECTION AT THE JOB SITE. THE FOUNDATION HAVE BEEN
DESIGNED FOR AN ALLOWABLE (UME ROCK FORMATION) BEARING CAPACITY OF 2.000
AT THE TIME OF CONSTRUCTION THE ENGINEER SHALL SUBMIT TO THE BUILDING
OFFICIAL A LETTER ATTESTING THAT THE SITE HAS BEEN OBSERVED AND CONDITIONS
ARE SIMILAR TO THOSE UPON WHICH THE DESIGN IS BASED.
PSF.
DUR-O-WALL CORNER DETAIL
8"X8" CONCRETE CAP REINF. W/(2)#5
HORIZONTAL CONT. & HAIRPIN STIRRUPS,
(4) #3 AT 12" EACH END, REMAINING 48".
8" CONCRETE BLOCK WALL REINFORCED
W/ #5 VERTICAL BARS AT 32" O.C.
HORIZONTAL REINFORCEMENT:
STANDARD NO. 9 LADDER -TYPE
GALVANIZED STEEL REINFORCING
EVERY OTHER COURSE.
co J
.I a
N U)
•
ACI STANDARD HOOK
#5@14" O.C.
TRANSVERSE
BOTTOM BARS
4#5 x CONT.
BOTTOM BARS
:1.
t'_ J Er-)
MI�IIIIIIIIII�IIII' �IIIIIIIII RIIIIIIIIIII IIIIII
i•) I CLEAR COVER
36M
FENCE TYPICAL SECTION
tq FILL LD
bSXta`
AOM... COMER
WAS
M STAMPS I
O.C. BALANCE
M•HFD.0 (U.GN.)
WALL TE BEAM
SEE PAN
CORNER REINFORCING
DETAIL FOR ALL BEAMS
•
-"C$RNER.REINEORCING
VI MIL FOR ALL FOUNDATION�
NO.
DATE -
N Ln
Ua -
Z
0 H- E
11 W a) M In
rn Lho0c
a:wo 8x-it
LnLL2
Q w
W -^U
DZcog�O
U
0N, C�
Zz
O I= 0 cc?)g
J_cO ZZ
20 =
0
0 a
(
STRUCTURAL NOTES
FENCE DETAILS
(
W
U
Z
LI
Q
a
W
cc
FLORIDA 33138
DATE
10-31-2017 1
-ALAS SHOWN )
M.C. F.
in
(DRAWN
I, M.C. F.
DRAWING NO.
s-I
( SHEET 1 OF 1 )
SCALE : N.T.S.