DGT-14-681Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795-2204 Fax: (305)756-8972
Inspection Number: INSP-210310
Scheduled Inspection Date: September 24, 2014
Inspector: Rodriguez, Jorge
Owner: BARROSO, CARLOS
Job Address: 253 NE 104 Street
Miami Shores, FL
Project: <NONE>
Contractor:
HOME OWNER
Building Department Comments
PERGOLA & PORCH
Permit Number: DGT-4-14-681
Permit Type: Decks/Gazebos/Trellises
Inspection Type: Final
Work Classification: Pergola
Phone Number (786)546-1614
Parcel Number 1121360130590
Infractio Passed Comments
INSPECTOR COMMENTS False
September 23, 2014 For Inspections please call: (305)762-4949 Page 3 of 25
Inspector Comments
Passed
Failed
Correction
Needed
Re -Inspection ❑
Fee
No Additional Inspections can be scheduled until
re -inspection fee is paid.
September 23, 2014 For Inspections please call: (305)762-4949 Page 3 of 25
Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795.2204 Fag: (305) 756.8972
INSPECTION'S PHONE NUMBER: (305) 762.4949
BUILD
G
PERMIT APPLICATION
Permit Type:
JOB ADDRESS:
BUILDING
APR �0 L
FBC 20
Permit 0�6—F �� �" U
Master Permit No.
ROOFING
City: Miami Shores County: Miami Dade Zip:
Folio/Parcelt
Is the Building Historically Designated: Yes NO Flood Zone:
P
OWNER: Name (Fee Simple Titleholder): �C� Ste` Phone#:�
Address: 1 (® `t
City:
Tenant
\ < U State: e Zip:
/I
Email:
.essee Name: Phone#: 7 R G,
CONTRACTOR: Company Name: Phone#:
Address:
City: State:
Qualifier Name: Phone#:
State Certification or Registration #: Certificate of Competency #:
Contact Phone#: Email Address:
DESIGNER: Architect/Engineer: Phone#:
Value of Work for this Permit: $®USquare/Linear Footage of Work:
Type of Work: ®Addition ❑Alteration ❑New ❑Repair/Replace ❑Demolition
Description of Work:�—
Color thru tile:
Submittal Fee $ Permit Fee $ CCF $ CO/CC $
Scanning Fee $
Notary $
Radon Fee $
Training/Education Fee $
Double Fee $ Structural Review $
DBPR $ Bond
Technology Fee $
TOTAL FEE NOW DUE $ ?_)10a
Bonding Company's Company's Name (if applicable)
Bonding Company's Address
City
State
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
Zip
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
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 reinspection fee will be charged.
Signature _ Signature
Owner or Agent Contractor
The foregoing instrument was acknowledged before me this
day of -/�`'' 20 �� , by S (� �� ,
who is personally known to me or who has produced't
As identification and who did take an oath.
NOTARY PUBLIC:
Sign:
Print:
My Commission Expires:
APPROVED BY
The foregoing instrument was acknowledged before me this
day of .20 _, by ,
who is personally known to me or who has produced
identification and who did take an oath.
NOTARY PUBLIC:
V911d 4 Structural Review Clerk
(Revised 3/12/2012)(Revised 07/10/07)(Revised 06110/2009)(Revised 3/15/09)
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: _ E7S� Q.) DATE:
ADDRESS:
iJ F- r 0 t -r <" � ' '
Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, RS 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. ft 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 1, 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
2. 1 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-4
nitial C-
3. 1 understand that, as an owner builder, I am the responsible party of record on a permit. I understand that 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 tubers on
permits and contracts.
Initial
4. 1 understand that I may build or improve a one family or two-family residence or a farm outbuilding. 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 r tantially
improved it for sale or lease, which violates the exemption.
Initial
5. 1 understand that, as the owner -builder, I must provide direct, onsite supervision of the construction.
Initial
6. 1 understand that I may not hire an unlicensed person to act as my contractor or to supervise persons working on my building or
residence. It is my responsibility to ensure that the persons whom I employ have the license required by law and unty or
municipal ordinance.
Initial LC
7. 1 understand that it is frequent practices of unlicensed persons to have the property owner obtain an owner -builder permitthat -
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. 1 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. rK
Initial
9. 1 agree that, as the party legally and financially responsible for this proposed Construction activity, I will abide by all applicable
laws and requirement that govem owner -builders as well as employers. I also understand that the
Construction must comply with all applicable laws, ordinances, building odes, and zoning regulations.
Initial
10. 1 understand that I may obtain more information regarding my obligations as an employer from the Intemal 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 h ://www.m ffoddalicense.com/db r/ ro/cilbfiindex.ht I
Initial
11. 1 am aware of, and consent to; an owner -builder building permit applied for in my name and understands that I am the party
legally and financially responsible for the propoRlconstruction activity at the following address:
Initial C
12. 1 agree to notify Miami Shores Village immediately of any additions, deletions, or changes to any of the information thptl
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
retumed 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 A,IP2`'l— , 20 "1
By who was personally known to me or v�4oi gas,,,,
vera
`'
Produced there License orasCM-
cc
F,
NER NOTIA�YSTgTE
ALIOSKAR GANEM, P.E.
Lic. # 74745
m
1380 NE MIAMI GARDENS DR UNIT 205
North Miami Beach — Florida 33179
Phone (786) 916-6546 Fax (305) 848-9318
alioskar@hotmail.com
PAGE 115
COVER SHEET
DATE: May 06, 2014
PROJECT: NEW WOOD TRELLIST
ADDRESS: 253 NE 104Th ave
Miami Shores, FL. 33179
CLIENT: CARLOS BARROSO
DESIGN BY: AG
This computation book contains manual and computerized structural calculations, certain printed
manufacturer's data and Computation pages are numbered 1 thru 15. 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 check Iii d`
parallel manual computations. The sign and seal provided herein are meant to 104 • ••••.
sheets pages 1 through 15. ,�� �►•••�� NS+ •��lj�•�
• ; �i
• 7 7 L
• r
x°06 I�=�
Z9 y41i L'� m: :
�b
�ONALE�.���,,
X111111111
PAGE
INDEX
DESCRIPTION PAGE
Wind Design (MWFRS) 1
Strap Calculation 5
Wood Joist Design 6
Wood Girder Design 7
Bolted Connection Design 8
Fill Cell Design 13
Wall Foundation Design 15
irW
MECAWind Version 2.1.0.6 per ASCE 7-10
Developed by MEGA Enterprises, Inc. Copyright 2014 www.mecaenterpr.ises.com
Date 5/6/2014
Project No.
Company Name
Designed By
Address
Description
City
Customer Name
State
Proj Location
File Location: \\PC-A00\Users\2lann 000\Documents\PR0JECTS\CARL0S BARROSO\WIND.wnd
Directional Procedure All Heights Building (Ch 27 Part 1)
All pressures shown are based upon STRENGTH Design, with a Load Factor of 1
Basic Wind Speed(V) =
175.00
mph
Structural Category =
II
Exposure Category =
C
Natural Frequency =
N/A
Flexible Structure =
No
Importance Factor =
1.00
Kd Directional Factor =
0.85
Damping Ratio (beta) =
0.01
Alpha =
9.50
Zg =
900.00
ft
At =
0.11
Bt =
1.00
Am =
0.15
Em =
0.65
Cc =
0.20
1 =
500.00
ft
Epsilon =
0.20
Zmin =
15.00
ft
Slope of Roof =
0 : 12
Slope of Roof(Theta) _
.00
Deg
Ht: Mean Roof Ht =
15.00
ft
Type of Roof =
Monoslope
RHt: Ridge Ht =
15.00
ft
Eht: Eave Height =
15.00
ft
OH: Roof Overhang at Eave=
.00
ft
Roof Area =
1350.00
ftA
2
Bldg Length Along Ridge =
45.00
ft
Bldg Width Across Ridge=
30.00
ft
Gust Factor Category I Rigid Structures - Simplified Method
Gustl: For Rigid Structures (Nat. Freq.>1 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)A0.167 = 0.23
Lzm: 1*(Zm/33)AEpsilon = 427.06 ft
Q: (1/(1+0.63*((B+Ht)/Lzm)'0.63))A0.5 = 0.93
Gust2: 0.925*((1+1.7*lzm*3.4*Q)/(1+1.7*3.4*lzm)) = 0.89
Gust Factor Summary
Not a Flexible Structure use the Lessor of Gustl or Gust2 = 0.85
Table 26.11-1 Internal Pressure Coefficients for Buildings, GCpi
GCPi : Internal Pressure Coefficient = +/-0.18
Figure 27.4-1 External Pressure Coefficients
Cp - Loads on Main Wind -Force Resisting Systems
LI
Kj
2/15
B
Kh: 2.01*(Ht/Zg)�(2/Alpha) = 0.85
Kht: Topographic Factor (Figure 6-4) = 1.00
Qh: .00256*(V)A2*I*Kh*Kht*Kd = 56.57 psf
Cpww: Windward Wall Cp(Ref Fig 6-6) = 0.80
Roof Area = 1350.00 ftA2
Reduction Factor based on Roof Area = 0.80
MWFRS-Wall Pressures for Wind Normal to 45 ft wall (Normal to Ridge)
Wall CP Pressure Pressure
+Gcpi (psf) -Gcpi (psf)
--------------- ------ ----------- -----------
Leeward Wall -0.50 -34.22 -13.86
Side Walls -0.70 -43.84 -23.48
Wall Slev Kz Kzt qz Press Press Total
ft psf +Gcpi -Gcpi +/-Gcpi
---------------- ------ ----- -------------------------- ---------
Windward 15.00 0.85 1.00 56.57 28.28 48.65 62.51
Note: 1) Total = Leeward GCPi + Windward GCPi
Roof - Dist from Windward Edge Cp Pressure Pressure
+GCpi(psf)-GCpi(psf)
--------------------------------- ------ ---------- ----------
0.0 ft to 7.5 ft -0.90 -53.46 -33.09
7.5 ft to 15.0 ft -0.90 -53.46 -33.09
15.0 ft to 30.0 ft -0.50 -34.22 -13.86
MWFRS-Wall Pressures for Wind Normal to 30 ft wall (Along Ridge)
Wall CP Pressure Pressure
+Gcpi (psf) -GCpi (psf)
--------------- ------ ----------- -----------
Leeward Wall -0.40 -29.42 -9.05
Side Walls -0.70 -43.84 -23.48
3/15
Wall Elev Rz Kzt qz Press Press Total
ft psf +GCpi -GCpi +/-GCpi
---------------- ------ ----- ----- ------- -------------- ---------
Windward 15.00 0.85 1.00 56.57 28.28 48.65 57.70
Note: 1) Total = Leeward GCPi + Windward GCPi
Roof -
Dist from Windward Edge
CP
Pressure
Pressure
---------------------------------
+GCpi(psf)
-GCpi(psf)
0.0 ft
to 7.5 ft
------
-0.90
----------
-53.46
----------
-33.09
7.5 ft
to 15.0 ft
-0.90
-53.46
-33.09
15.0 ft
to 30.0 ft
-0.50
-34.22
-13.86
30.0 ft
to 45.0 ft
-0.30
-24.61
-4.24
MECAWind Version 2.1.0.6 ASCE 7-10
Developed by MECA Enterprises, Inc. Copyright 2014 www.mecaenterprises.com
Date 5/6/2014 Project No.
Company Name Designed By
Address Description
City Customer Name
State Proj Location
File Location: \\PC-AGO\Users\plann 000\Documents\PROJECTS\CARLOS BARROSO\WIND.wnd
saff5
M
El
4/15
Wind Pressure on Components and Cladding (Ch 30 Part 1)
All pressures shown are based upon STRENGTH Design, with a Load Factor of 1
Width of Pressure Coefficient Zone °a° = 3 ft
Description Width Span Area Zone Max Min Max P Min P
ft ft ft"2 GCp GCp pof psf
--------------------------------------------------------------------------
JOIST 0.50 5.67 10.7 1 0.30 -1.00 26.98 -66.58
JOIST 0.50 5.67 10.7 2 0.30 -1.78 26.98 -110.82
JOIST 0.50 5.67 10.7 3 0.30 -2.75 26.98 -165.69
Khcc:Comp. & Clad. Table 6-3 Case 1 = 0.85
Qhcc:.00256*VA2*Khcc*Kht*Kd = 56.57 psf
PROJECT:
STRAP DESIGN
SUBJECT:
ADDRESS:
SHEET No.
DATE:
EO
DESIGN BY:
OF
STRAP DESIGN BASED ON ' SCE 7-10
ENTRY
DATA
GRAVITY = D + L
P1 P2
L4 t L5 L LE
Wind Pressure
111 psf
(ULTIMATE)
Wind Lateral Ult
0 psf
(MWFRS)
DEAD LOAD
25 psf
LIVE LOAD
30 psf
1 2
L1
0.00 ft
L3 t
.
L TOTAL
L2
5.67 ft
L3
Bldg. Width
1.67 it
45.00 it
NET UPLIFT = 0.61D + 0.6WIND
P, P2
Bldg. Height
65.00 ft
Parapet Height
0.00 it
LAT G)LAT 1
JOIST SEPARATION
1.5 in
1 2
L, L2 L3 l
CONCENTRATED
LOAD
P1
P2
L TOTAL
DEAD LOAD
LIVE LOAD
WIND LOAD
L4
TRUSS SEPA Ar/ON �L3�
/y
tqr
0.0 Ib
0.0 Ib
0.0 Ib
0.00 ft
0.0 Ib
0.0 Ib
0.0 Ib
L5
0.00 It
j
RS
L TOTAL
7.34 ft
STRAP 1: USE (1) AC7 BY UNITED STEEL PRODUCTS W/(4) 10d COMMON
L5
5.67 it
NAILS INTO HEADER & (4) 10d NAILS INTO JOIST
REACTION 1
FL 820
Span
2.84 ft
GRAVITY 450.0 Ib [OK]
Gravity (Concentr.)
0.0 lb
UPLIFT 725.0 lb [OK]
Gravity (Distributed)
19.5 Ib
LATERAL 1 NA
Total Gravity (R1)
19.6 lb
LATERAL 2 NA
0.6 D
10 psf
STRAP 2: USE (1) HGA10 BY UNITED STEEL PRODUCTS W/(4) WS3
0.6 W
66.6 psf
INTO PLATE & 4 WAS 15 INTO RAFTER
Net Uplift (Concentr.)
0.0 Ib
FL 817
Net Uplift
-20.1 Ib
GRAVITY NA
Total Net Uplift (111)
-20.1 Ib
UPLIFT 1285.0 Ib [OK]
REACTION 2
LATERAL11 NA
Span
4.51 ft
LATERAL 2 NA
Gravity (Concentr.)
0.0 lb
SUMMARY
Gravity
31.0 Ib
LOAD R1 R2 LAT 1 LAT 2
Total Gravity (R2)
31.0 ib
GRAVITY 19.6 lb 31.0 Ib
0.6 D
10 psf
NET UPLIFT 20.1 Ib 31.9 Ib
0.6 W
66.6 psf
LATERAL 0.0 Ib 0.0 Ib
Net Uplift (Concentr.)
0.0 Ib
STRAP INTERACTION EVALUATION
Net Uplift
-31.9 Ib
Total Net Uplift (R2) -31.9 lb
LATERAL LOAD 1 ANALYSIS
Actual twift Acholist1r Actualmr2
AnowaKrupult AmwoweLatz
Lat. Wind Reaction
0.0 Ib@ft
Strap 1 0.03 0.00 0.00 0.03 [OK]
Load (LAT 1)
0.0 lb (ASD)
Strap 2 0.02 0.00 0.00 0.02 [OK]
LATERAL LOAD 2 ANALYSIS
Lat. Wind Reaction
0.0 Ib@ft
Load (LAT 2)
0.0 lb (ASD)
6/15
WOOD JOIST DESIGN
LOADS BASED ON NDS 2005 & ASCE 7-10
DL =
25.00 psf DL =
10.00 psf
+ LL =
30.00 psf 0.6 UPLIFT =
-66.60 psf
UL =
55.00 psf UL =
-56.60 psf
U L (WL 1.33 REDUCTION) =
-56.60 psf
Ltributa =
0.50 ft Wmax =
28.30 #/ft
WOOD BENDING AND DEFLECTION
DEFLECTION
L =
5.67 ft
Wmax =
28.30 */,,
b =
1.50 in
d =
7.50 in
Fb =
1,200.00 psi CD=1.0
E =
1.60E+06 psi
I =
52.73 in4
(DL+LL) A=
0.01 in
DL+LLL/240 Aperm=
0.28 in, FBC 1610.1
Lmax =
18.96 ft. Allowable for deflection to DL +
LL.
( LL ) A =
0.00 in
LL ->L/360 Aperm=
0.19 in, FBC 1610.1
Lmax =
20.27 ft. Allowable for deflection to LL.
0
�OK Aperm
BENDING
Mmax =
113.73 # - ft VGRavITY =
155.93 # - ft
S =
1.14 in VNET UPLIFT =
80.23 # - ft
SX =
14.06 in
S
5, OK SX
Lmax =
19.94 ft. Allowable for bending
USE WOOD
I JOIST (1) 2 X 8 @ SUPPORT
7/15
WOOD GIRDER DESIGN
LOADS BASED ON NDS 2005 & ASCE 7-10
DL =
25.00 psf DL =
10.00 psf
+ LL =
30.00 psf + 0.6 UPLIFT =
-66.60 psf
UL =
55.00 psf U L =
-56.60 psf
U L (WL 1.33 REDUCTION) =
-56.60 psf
Lbibutary=
1.50 ft Wmax =
84.90 #/ft
WOOD BENDING AND DEFLECTION
DEFLECTION
L =
14.33 ft
Wmax =
84.90 #/ft
b =
3.00 in
d =
7.50 in
Fb =
1,200.00 psi CD=1.0
E =
1.60E+06 psi
I =
105.47 in 4
(DL + LL) A=
0.46 in
DL+LL—>L/240 Aperm=
0.72 in, FBC 1610.1
Lmax =
16.57 ft. Allowable for deflection to DL +
LL.
( LL ) A =
0.25 in
LL—>L/360 Aperm=
0.48 in, FBC 1610.1
Lmax =
17.71 ft. Allowable for deflection to LL.
A5,
OK Aperm
BENDING
Mmax =
2,179.27 # - ft VGRavITY =
394.08 # - ft
S =
21.79 in VNET UPLIFT =
608.31 # - ft
SX =
28.13 in
S
5, OK SX
Lmax =
16.28 ft. Allowable for bending
USE WOOD
I JOIST (2) 2 X 8 @ SUPPORT
www.hiiti.us
Company:
Specifier.
Address:
Phone i Fax:
E -Mail:
Specifiees comments:
1 Input data
Anchor type and diameter.
Effective embedment depth:
Material:
Evaluation Service Report
Issued I Valid:
Proof
Stand-off installation:
Anchor plate:
Profile:
Base material:
Reinforcement
Seismic loads (cat. C, D, E, or F)
Geometry On.] S Loading Ob, In.lb]
0,46
Profis Anchor 2.4.6
Page: 1
Project
Sub -Project I Pos. No.:
Date: 5/6/2014
Kwik Bolt TZ - CS 3/8 (2)i
hef = 2.000 in., hnem = 2.313 in.
Carbon Steel
ESR -1917
5/1/201315/1/2015
design method ACI 318 /AC193
eb = 0.000 in. (no stand-off); t = 0.500 in.
1, x ly x t = 8.000 in. x 8.000 in. x 0.500 in.; (Recommended plate thickness: not calculated)
no profile
cracked concrete, 3000, f� = 3000 psi; h = 8.000 in.
tension: condition B, shear. condition B; no supplemental splitting reinforcement present
edge reinforcement: none or < No. 4 bar
no
Input date and results must be checked for agreement with the existing conditions and for plausiblRt l
PROFIS Anchor (c) 2003-2009 Hilt[ AG, FL -9494 Schaan Hird is a registered Trademark of Hilt AG, Schaan
www.hitti.us
Company:
Specifier.
Address:
Phone I Fax:
E -Mail:
2 Load case/Resulting anchor forces
Load case: Design loads
Anchor reactions Ob]
Tension force: (+Tension, -Compression)
Anchor Tension force Shear force Shear force x Shear force y
1 0 300
300 0
2 0 300
300 0
3 0 300
300 0
4 0 300
300 0
max. concrete compressive strain: - [°k,]
max. concrete compressive stress: - [psi]
resulting tension force in (x/y)=(0.000/0.000): 0 [lb]
resulting compression force in (x/y)=(0.000/0.000): 0 [lb]
3 Tension load
t11116
Profis Anchor 2.4.6
Page: 2
Project:
Sub -Project I Pos. No.:
Date: 5/6/2014
Y
03 04
x
01 02
Load
A [Ib] Capacity 0. [Ib] UtilizationA= Nual^ Status
Steel Strength' N
Pullout Strength' N/A N/A N/A N/A
Concrete Breakout Strength" N/A N/A N/A N/A
"anchor having the highest loading "anchor group (anchors in tension)
Input data and results must be checked for agreement with the eAsting conditions and for plausibilityl
PROFIS Anchor (c) 2003.2009 HIM AG, FL -8494 Schaan Hilt is a registered Trademark of Hilt AG, Schaan
www.hiitl.us
4611116
Profis Anchor 2.4.6
Company:
Page: 3
Specifier:
Project:
Address:
Sub -Project I Pos. No.:
Phone I Fax:
Date: 5/6/2014
E -Mail:
N/A
4 Shear load
` anchor having the highest loading —anchor group (relevant anchors)
4.1 Steel Strength
Vsa = ESR value refer to ICC -ES ESR -1917
0 Va.i z Vas ACI 318-08 Eq. (D-2)
Variables
n Assy [in 2] ft. [psi]
1 0.05 125000
Calculations
V. [lb]
3595
Results
V. [lb] 4steel V. [lb] V. [lb]
3595 0.650 2337 300
4.2 Pryout Strength
V_ = kop [(ANNA) Wec,N Wed,N Wc,N Wop,N Nyl ACI 318-08 Eq. (D-31)
� Vcpg s V. ACI 318-08 Eq. (D-2)
ANa see ACI 318-08, Part D.5.2.1, Fig. RD.5.2.1(b)
ANcO = 9 hof ACI 318-08 Eq. (D-6)
1
W.N = 1 l 51.0 ACI 318-08 Eq. (D-9)
3 ham/
Wed,N = 0.7 + 0.3 ( h J s 1.0 ACI 318-08 Eq. (D-11)
WAN = MAX(ce,,,d„ 1.5h., 51.0 ACI 318-08 Eq. (D-13)
\\ cac , Cec
Nb = kc A, 1�f: har ACI 318-08 Eq. (D-7)
Variables
Load V. [Ib]
Capacity 1bVn Ob]
Utilization N = V11e OVn
Status
Steel Strength-
300
2337
13
OK
Steel failure (with lever arm)'
N/A
N/A
N/A
N/A
Pryout Strength"
1200
4148
29
OK
Concrete edge failure in direction x+`*
1200
3979
31
OK
` anchor having the highest loading —anchor group (relevant anchors)
4.1 Steel Strength
Vsa = ESR value refer to ICC -ES ESR -1917
0 Va.i z Vas ACI 318-08 Eq. (D-2)
Variables
n Assy [in 2] ft. [psi]
1 0.05 125000
Calculations
V. [lb]
3595
Results
V. [lb] 4steel V. [lb] V. [lb]
3595 0.650 2337 300
4.2 Pryout Strength
V_ = kop [(ANNA) Wec,N Wed,N Wc,N Wop,N Nyl ACI 318-08 Eq. (D-31)
� Vcpg s V. ACI 318-08 Eq. (D-2)
ANa see ACI 318-08, Part D.5.2.1, Fig. RD.5.2.1(b)
ANcO = 9 hof ACI 318-08 Eq. (D-6)
1
W.N = 1 l 51.0 ACI 318-08 Eq. (D-9)
3 ham/
Wed,N = 0.7 + 0.3 ( h J s 1.0 ACI 318-08 Eq. (D-11)
WAN = MAX(ce,,,d„ 1.5h., 51.0 ACI 318-08 Eq. (D-13)
\\ cac , Cec
Nb = kc A, 1�f: har ACI 318-08 Eq. (D-7)
Variables
kcp
hef [in.]
ec1 N [n.]
ec2 N [in.]
c6,dn [in.]
1
2.000
0.000
0.000
3.500
Wc,N
c. [in.]
kc
A,
fc [psi]
1.000
4.000
17
1
3000
Calculations
AN. [int
n] A wco [int]
Wec1 N
Wec2,N
Wed.N WCP N Nb [Ib]
81.00
36.00
1.000
1.000
1.000 1.000 2634
Results
Vcpg [lb]
�concreta
Vcpg [lb]
Vas [lb]
5926
0.700
4148
1200
Input data and results must be checked for agreement with the existing conditions and for plausibilityl
PROMS Anchor (c) 2003.2009 HIM AG, FL -9494 Schaan Hird is a registered Trademark of Hilt AG, Schaan
www.hilti.us
Company:
Specifier:
Address:
Phone I Fax:
E -Mail:
4.3 Concrete edge failure In direction x+
V� — (Avco W..V Wed,v Wc,v Wh,v Wpareaet.v Vb
ACI 318-08 Eq. (D-22)
V ft z Vua
ACI 318-08 Eq. (D-2)
Ave, see ACI 318-08, Part D.6.2.1, Fig. RD. 6.2.1(b)
Avco = 4.5 cep
ACI 318-08 Eq. (D-23)
1
W.,v = (T.
1 51.0
ACI 318-08 Eq. (D-26)
3cat
Wad,v = 0.7 + 0.3(1 mat / 51.0
ACI 318-08 Eq. (D-28)
1'9
Wh,v = 2 1.0
h.
ACI 318-08 Eq. (D-29)
��
Vb = (7 (1--)02 -Z.)?< Vic �i
e
ACI 318-08 Eq. (D-24)
d 14 1116
Profis Anchor 2.4.6
Page: 4
Project:
Sub -Project I Pos. No.:
Date: 5/6/2014
Variables
cat [in.] ca2 [in.] ecv [in.] Wery ha [in.]
6.500 423.500 0.000 1.000 8.000
le [in.] X da [in.] fc [psi] WpweOel,y
2.000 1.000 0.375 3000 1.000
Calculations
Avc [in•2] Avco [in.2 Wecy Wedv Whv Vb [lb]
180.00 190.13 1.000 1.000 1.104 5438
Results
Vcb, [Ib] Oconcrets O V�ln [Ib] Vaa [lb]
5684 0.700 3979 1200
5 Warnings
• To avoid failure of the anchor plate the required thickness can be calculated in PROFIS Anchor. Load re -distributions on the anchors due to
elastic deformations of the anchor plate are not considered. The anchor plate is assumed to be sufficiently stiff, in order not to be deformed
when subjected to the loading!
• Condition A applies when supplementary reinforcement is used. The 0 factor is increased for non -steel Design Strengths except Pullout
Strength and Pryout strength. Condition B applies when supplementary reinforcement is not used and for Pullout Strength and Pryout
Strength. Refer to your local standard.
• Refer to the manufacturer's product literature for cleaning and installation instructions.
• Checking the transfer of loads into the base material and the shear resistance are required in accordance with ACI 318 or the relevant
standard!
Fastening meets the design criteriad
Input data and results must be checked for agreement with the spsting conditions and for plausibility!
PROMS Anchor (c) 20032009 Hilt! AG, FL -9494 Schaan Hilti is a registered Trademark of Hilt AG, Schaw
www.hiiti.us
Profis Anchor 2.4.6
Company:
Page: 5
Specifier:
Project
Address:
Sub -Project I Pos. No.:
Phone I Fax:
Date: 5/6/2014
E -Mail:
3.500
6 Installation data
Anchor plate, steel: - Anchor type and diameter. Kwik Bolt TZ - CS, 3/8 (2)
Profile: no profile; 0.000 x 0.000 x 0.000 in. Installation torque: 300.000 in.lb
Hole diameter in the fixture: df = 0.438 in. Hole diameter in the base material: 0.375 in.
Plate thickness (input): 0.500 in. Hole depth in the base material: 2.625 in.
Recommended plate thickness: not calculated Minimum thickness of the base material: 5.000 in.
Cleaning: Manual cleaning of the drilled hole according to instructions for use is required.
Y
A nnn a nnn
Coordinates Anchor In.
Anchor
x
Y
c -x
0
c-, c+y
1
u�
-1.500
3.500
f"l
423.500 426.500
2
1.500
O
O
6.500
6.500
O
3
-1.500
V'
03
9.500
426.500 423.500
4
1.500
0
0
6.500
vi
426.500 423.500
1
0
0
0
v
0
0
u�
N
2.500
3.000
2.500
Coordinates Anchor In.
Anchor
x
Y
c -x
c+x
c-, c+y
1
-1.500
-1.500
3.500
9.500
423.500 426.500
2
1.500
-1.500
6.500
6.500
423.500 426.500
3
-1.500
1.500
3.500
9.500
426.500 423.500
4
1.500
1.500
6.500
6.500
426.500 423.500
Input date and results must be checked for agreement with the existing conditions and for plausibilityl
PROMS Anchor (c) 2003-2009 HIM AG, FL -9494 Schaan Hilt is a registered Trademark of Hilt AG, Schaan
x
Min: 1 at 3 ft Min: -.188 at 3 ft Max: .141 at 1.5 ft
k/ft I k/ft I k
P
Max: 1.165 at 0 ft
V
Max: .188 at 0 ft
APPLIED LOADS DETAILS
Load
Pressure Load, Q Axial Load,P
Category
13/15
Company
0 0.5
LL
0 0.5
May 6, 2014
Designer
WL
0.125 0
STAIR FILL CELL
BENDING SUMMARY
Job Number:
fb
:.057
FILL—CELL
Checked By:
CRITERIA
ksi
MATERIALS
:4.953
GEOMETRY
Code
: MSJCO2 / IBCI93sonry fm
: 1.5 ksi
Total Height :3 ft
Special Insp
: Yes
Masonry Em
:1125 ksi
Eq Sid Thickness: 4.604"
Reinforced
: Reinforced
Steel fy
: 60 ksi
Blk Grouting : Partially Grouted
Slender
: No
Steel E
: 29000 ksi
GrtBar Spacing : 48"
Vertical Bar Size: #6
Blk Material
: Conc 135 pcf
U
End Face Dist
: 4.81 in
Grt Weight
: 140 pcf
ENVELOPE DIAGRAMS
Min: 1 at 3 ft Min: -.188 at 3 ft Max: .141 at 1.5 ft
k/ft I k/ft I k
P
Max: 1.165 at 0 ft
V
Max: .188 at 0 ft
APPLIED LOADS DETAILS
Load
Pressure Load, Q Axial Load,P
Category
Magnitude (ksf) Magnitude (k/ft)
DL
0 0.5
LL
0 0.5
EL
0 0
WL
0.125 0
IT
COMBINED CHECKS
(fa + fb)/Fb :.154
fa/Fa
:.053
fs/Fs
:.206
AXIAL SUMMARY
fa
:.02
ksi
Fa
:.371
ksi
BENDING SUMMARY
fb
:.057
ksi
Fb
:.5
ksi
fs
:4.953
ksi
Fs
:24
ksi
SHEAR CHECKS
fv/Fv
:.091
u/U
:.43
SHEAR SUMMARY
fv
:.004
ksi
Fv
:.039
ksi
u
:.086
ksi
U
:.2
ksi
Moment,M Line Load,L
Magnitude (k) Magnitude (k/ft)
0 0
0 0
0 0
0 0
Height, H1 (ft)
0
0
0
0
RISAMasonry Version 1.0 [Untitled.rma] Page 1
RISAMasonry Version 1.0 [Untitled.rma] Page 2
14/15
Company
May 6, 2014
Designer
STAIR FILL CELL
Job Number:
FILL—CELL
Checked By:
DESIGN DETAILS
AXIAL DETAILS
BENDING DETAILS
SHEAR DETAILS
Max Axial : 1.083
k/ft
Max Moment
:.141
k
Max Shear
:.188
k/ft
Location :1.5
ft
Location
:1.5
ft
Location
:0
ft
Load Comb : 5
Load Comb
: 5
Load Comb
: 5
Rad gyration r : 2.66
in
k
:.23
Sh Wdth/c/c Reinf 48
in
h'/r : 13.534
d
: 4.81
in
Perimtr/c/c Reinf : 1.963
in
Red Factor R :.991
j
:.923
LOAD COMBINATIONS
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
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 16-10 c
1
1
1
0
1
1
0
0
8 IBC 16-10 d
1
1
1
0
-1
1
0
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
RISAMasonry Version 1.0 [Untitled.rma] Page 2
15/15
PROJECT:
SUBJECT:
ADDRESS:
DATE:
DESIGN BY:
1PRESSURE
: DEAD LOAD
: LIVE LOAD
ALL. PRESSURE
:SPAN (L)
:OVERHANG (1-1)
)NRY WALL (Y/N)
HT (H)
)NRY WEIGHT
JD. HEIGHT (Wh)
JD. WIDTH (Ww)
JD. REBAR
FOUNDATION DESIGN
54 psf (ULTIMATE)
35 psf
60 psf
2000 psf
5.67 ft
0.00 ft
Y
3.00 ft
15.0 psf
12.00 in
12.00 in
# 5 USE (2)REB.
'AN
2.84 ft
ALL LOAD
45 Ib ft
_LF WEIGTH
150 Ib ft
+ U
95.0 psf
n+L
464.325 Wit Gravity Gov
3DI - 0.6W
-11.4 psf
n an+n ew
12.681 Ib/ft
CAVITY LOAD 464.325 lb ft
>UND. WIDTH 1.0 ft
L SOIL PR. 2000 psf
N WIDTH P
:BAR AREA
tEA REBAR INSTALLED
N REBAR PER FOOTING
SHEET No. USF- WALL FOUNDATION
WF12 W/(2) # 5 REBAR AT
OF BOTTOM
�' --I
DESIGN ADEQUATE
GRAVITY = D + L
1 2
NET UPLIFT = 0.6D + 0.6WIND
1 2
L �
0.23 ft
(2.79in) < 12.00 in OK
0.26 in"2
0.31 in"2 UNIT
(2) # 5 REBAR
IFT LOAD
WIDTH WupIift N/A
150 pcf x Wh
5582 NX 7TH STREET, SqITE 202
MIAMI, FLORIDA 33126 JoUn
TELEPHONE: (305) 220-3171
FAX: ($06) 654-78M 'ourvejono
LAND SURVEYORS
SKETCH OF SURVEY scale i"= 20'
SURVEY NO.
SHEET NO.
r' �.3JE0"lM�
�114'Gt�►�ali�+MiarrtiitG.o
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Signa
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APPROVA,or
DEPART NVtRONMENTAL
fiES ix M , 'AGEMEN
CORE REMEWERIPRI ►• i� %o�
"IGNATURE
0000615239
DATF
4
Miami shores Village
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
MIAMI SHORES VILLAGE
NOTICE TO BUILDING DEPARTMENT
OF EMPLOYMENT AS SPECIAL INSPECTOR UNDER
THE FLORIDA BUILDING CODE
I (We) have been retained by to perform special inspector services under
the Florida Building Code at the 253 ne 104TH AVE MIAMI SHORES project on the below listed structures as of
05.0&14 (date). I am a registered architect or professional engineer licensed in the State of Florida.
PROCESS NUMBERS:
❑ SPECIAL INSPECTOR FOR PILING, FBC 1822.1.20 (R4404.6.1.20)
❑ SPECIAL INSPECTOR FOR TRUSSES >35' LONG OR 6' HIGH 2319.17.2.4.2 (R4409.6.17.2.4.2)
❑ SPECIAL INSPECTOR FOR REINFORCED MASONRY, FBC 2122.4 (R4407.5.4)
IX SPECIAL INSPECTOR FOR STEEL CONNECTIONS, FBC 2218.2 (R4408.5.2)
❑ SPECIAL INSPECTOR FOR SOIL COMPACTION, FBC 1820.3.1 (R4404.4.3.1)
❑ SPECIAL INSPECTOR FOR PRECAST UNITS & ATTACHMENTS, FBC 1927.12 (R4405.9.12)
❑ SPECIAL INSPECTOR FOR
Note: Only the marked boxes apply.
The following individual(s) employed by this firm or me are authorized representatives to perform inspection
ALIOSMR GANEM 2
3. 4.
*Special Inspectors utilizing authorized representatives shall insure the authorized representative is qualified by education or
licensure to perform the duties assigned by the Special Inspector. The qualifications shall include licensure as a professional
engineer or architect; graduation from an engineering education program in civil or structural engineering; graduation from an
architectural education program; successful completion of the NCEES
Fundamental Examination; or registration as building inspector or general contractor.
I, (we) will notify Miami Shores Village Building Department of any changes regarding authorized personnel performing inspection
services.
I, (we) understand that a Special Inspector inspection log for each building must be displayed in a convenient location on the site
for reference by the Miami Shores Village Building Department Inspector. All mandatory inspections, as required by the Florida
Building Code, must be performed by the County. The Village building inspections must be called for on all mandatory inspections.
Inspections performed by the Special Inspector hired by the Owner are in addition to the mandatory inspections performed by the
Department. Further, upon completion of the work under each Building Permit I will submit to the Building Inspector at the time of
final inspection the completed inspection log form and a sealed statement indicating that, to the best of my knowledge, belief and
profetion'j,�lif ose portionsof the project outlined above meet the intent of the Florida Building Code and are in
subsplans.
StEngineerlArchitect
��NameALIOSKARGANEM
* •
L747:
05
�• A% •�
1r100111111110
MWM
Address 1380 NE MIAMI GARDENS DR UNIT 205
Phone No. (786) 916-6546
NOTE: ALL SHEET MUST BE REVIEWED
MIAMI-DADE COUNTY BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT
Herbert S. Saffir Permitting and Inspection Center
11805 SW 26th Street (Coral Way) a Miami, Florida 33175-2474 • (786) 315-2100
APPLICATION FOR MUNICIPAL PERMIT APPLICANTS
THAT REQUIRE PLAN REVIEW FROM MIAMI-DADE FIRE RESCUE
AND/OR DEPARMENT OF ENVIRONMENTAL RESOURCES MANAGEMENT
0 ' ;c,0. 3
PROVIDE MUNICIPAL PROCESS
NUMBER HERE
Job Address o�5 3 /
Contractor No.
O z
Z i
Folio
o o
v 2
Last four (4) digits of Qualifier No.
G W
a
92
Contractor Name
Lot Block
88
O a
Subdivision PBpg
zC
Qualifier Name
g
v i
Address
City State _Zip
Metes and bounds
[ New Construction on
[ ]Demolish
'Current use of property � �-
F
Vacant Land
[ ] Shell Only
LL W [
] Iteration Interior
[ ]Addition Attached
W W [
Alteration Exterior
[ ] Addition Detached
Description of Work
C
[ ] Relocation of Structure
[ ] Re -Roof'}
1E
2
[ ] Enclosure
[ ] Foundation Only
q. Ft. Units Floors
Repair
[ l P
[ ]Tent
[ ] Repair Due to Fire
Value of Work .
[ f] MBLD"
[ ] Chg. Contractor
Owner ��`� r y �r
Address _S3�-
a
Category
F
[ ] Re -Issue
a40JU
[ ] MELE
y
[ ] Re -Stamp
rn
City Zip
[ ] MLPG
[ ] Revision
W
Phone
Last four (4) digits of
LU
[ ] MMEC
[ ] Not Applicable for
3
[ ] FIRE
¢
Fire
Owner's Social Security No. �2' t .r
u)
Name ® t°JS �T
Owner
C
z a
cc
to W
W W
Address C 7 �� PC
Address
,�
a !`�1` /
City fes" ^ 'State Zip
City State
Na
¢
Fz
Z
as
"`
Phone �� � ' —1, � "?
W
_Zip
Phone
I am requesting a Special Request Plan Review (SRI) to be scheduled as soon as possible at the rate of $190 for the first hour
g ¢
and $65 per each additional hour in addition to the review fees. Minimum charge one-hour.
vays
W �
1- Request: Date:
N
w W ¢
2nd Request: Date:
cc
31d Request: Date:
z
g
1 am requesting Optional Plan Review (OPR) to be scheduled as soon as possible at the rate of $75 for each discipline.
a
Additional review fees may apply.
�O
C �
L
111 Request: Date:
OE
2nd Request: Date:
Ncc �
LU
3'd Request: Date:
0
12301-192 6/10
BUILDING PERMIT CATEGORIES
CATEGORY
DESCRIPTION
PERMIT TYPE
BUILDING
01
GENERAL BUILDING -COMMERCIAL
MBLD
02
SUB -GENERAL BUILDING -RESIDENTIAL
MBLD
08
CANVAS AWNING
MBLD
10
COMMUNICATION TOWER
MBLD
15
DEMOLITION
MBLD
29
METAL AWNING & STORM SHUTTER ' _`
MBLD
48
SCREEN ENCLOSURES -
MBLD
55
SWIMMING POOL
MBLD
56
TENNIS COURTS (SURFACE PAVING)
MBLD
86
TRAILER TIE DOWN
MBLD
88
WALK-IN COOLER
MBLD
91
MARINAS
MBLD
92
LOW SLOPE APPLICATIONS (GRAVEL, SMOOTH
MODIFIED, SINGLE PLY)
MBLD
95
SHINGLES (ASPHALT, FIBERGLASS)
MBLD
96
SHINGLES (METAL ROOFS/WOOD SHINGLES & SHAKE)
MBLD
X97 ' '
�'' S14d 2 VAPOR RECOVERY SYSTEM
MBLD
99
SOIL IMPROVEMENT
MBLD
0100
BULK STORAGE PROPANE TANK
MBLD
0101
REMOVABLE STORM PANELS
MBLD
0107
TILE ROOF
MBLD
01•10. .., {
, 'WATER MAIN
MBLD
0111
'.' 61TF,;P-I%AhI
MBLD
••INDOOR EVENT/EXHIBIT
MBLD
ELECTRICAL °
•' ..'D
04
FIRE ALARM SPECIALTY
MELE
16
SPECIALTY WIRING
MELE
38
GENERATORS
MELE
LPGX
01
LIQUEFIED PETROLEUM GAS
MLPC
02
MISCELLANEOUS
04
LIQUEFIED PETROL. GAS/STATE
MLPG
MECHANICAL
09
ABOVE/BELOW GROUND TANKS/PUMPS
& POLLUTANT STORAGE SYSTEM
MMEC
38
COMMERCIAL HOODS
MMEC
43
FIRE CHEMICAL
MMEC
46
SPRAY BOOTHS
MMEC
48
SMOKE CONTROL
MMEC
52
RESIDENTIAL ELEVATOR
MMEC
FIRE
32
FIRE SPRINKLER
FIRE
a0/V o
NOTE: ALL SHEET MUST BE REVIEWED
MIAMI-DADE COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES
Herbert S. Saffir Permitting and Inspection Center
11805 SW 26th Street (Coral Way) • Miami, Florida 33175-2474 • (786) 315-2000
APPLICATION FOR MUNICIPAL PERMIT APPLICANTS
THAT REQUIRE PLAN REVIEW FROM MIAMI-DADE FIRE RESCUE
AND/OR ENVIRONMENTAL SERVICES
PROVIDE MUNICIPAL PROCESS
NUMBER HERE
Job Address (�
Contractor No.
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Last four (4) digits of Qualifier No.
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Contractor Name
Lot Block
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Qualifier Name
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Subdivision PBpg
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Address
City State _Zip
Metes and bounds
[ ] New Construction on
Vacant Land
[ ] Demolish
Current use of property
[ ] Shell Only
W
[ eration Interior
[ ] Addition Attached
Description of Work
1
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[ Alteration Exterior
[ ]Addition Detached �
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[ ] Relocation of Structure
[ ] Re -Roof
Sq. Ft. ( Units Floors
M
2
[ ] Enclosure
[ ] Foundation Only
[ ] Repair
Tent
[ ] �j-
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[ ] Repair Due to Fire
Value of Work
[BLD*
[ ] Chg. Contractor
Owner CGt- .D
Address
LUS
Category
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[ ] Re -Issue
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2
[ ] MELE
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[ ] Re -Stamp
city Zip
[ ] MLPG
[ ]RevisionW
Phone "z x� G
Last four (4) digits of
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[ ] MMEC
[ ] Not Applicable for
3
[ ] FIRE
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Fire
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Owner's Social Security No. �7 l L
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Name ��
Owner
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I am requesting a Special Request Plan Review (SRI) to be scheduled as soon as possible at the rate of $190 for the first hour
and $65 per each additional hour in addition to the review fees. Minimum charge one-hour
12 vav�
W
111 Request: Date:
U)
LLW Q
2"d Request: Date:
Td Request: Date:
1 am requesting Optional Plan Review (OPR) to be scheduled as soon as possible at the rate of $75 for each discipline.
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a
Additional review fees may apply.
0
0 3
1 � Request: Date:
o
2"d Request: Date:
LUIx
31dRequest: Date:
12301-192 6/13
BUILDING PERMIT CATEGORIES r
CATEGORY DESCRIPTION
BUILDING
PERMIT TYPE
01
GENERAL BUILDING—COMMERCIAL
MBLD
02
SUB—GENERAL BUILDING—RESIDENTIAL
MBLD
08
CANVAS AWNING
MBLD
10
COMMUNICATION TOWER
MBLD
15
DEMOLITION
MBLD
29
METAL AWNING & STORM SHUTTER
MBLD
48
SCREEN ENCLOSURES
MBLD
55
SWIMMING POOL
MBLD
56
TENNIS COURTS (SURFACE PAVING)
MBLD
86
TRAILER TIE DOWN
MBLD
88
WALK-IN COOLER
MBLD
91
MARINAS
MBLD
92
LOW SLOPE APPLICATIONS (GRAVEL, SMOOTH
MODIFIED, SINGLE PLY)
MBLD
95
SHINGLES (ASPHALT, FIBERGLASS)
MBLD
96
SHINGLES (METAL ROOFS/WOOD SHINGLES & SHAKE)
MBLD
97
STAGE 2 VAPOR RECOVERY SYSTEM
MBLD
99
SOIL IMPROVEMENT
MBLD
0100
BULK STORAGE PROPANE TANK
MBLD
0101
REMOVABLE STORM PANELS
MBLD
0107
TILE ROOF
MBLD
0110 • .- -
WATERMAIN
MBLD
0111
SITE PLAN
MBLD
U11r- ;
INDOORVENT/EXHIBIT
MBLD
ELECTRICAL
04FIRE
ALARM SPECIALTY
MELE
16
a SPECIALTY WIRING
MELE
38
GENERATORS
MELE
LPGX
01
.LIQUEFIED PETROLEUM GAS
MLPG
02
MISCELLANEOUS
04
LIQUEFIED PETROL. GAS/STATE
MLPG
MECHANICAL
09
ABOVE/BELOW GROUND TANKS/PUMPS
& POLLUTANT STORAGE SYSTEM
MMEC
38
COMMERCIAL HOODS
MMEC
43
FIRE CHEMICAL
MMEC
46
SPRAY BOOTHS
MMEC
48
SMOKE CONTROL
MMEC
52
RESIDENTIAL ELEVATOR
MMEC
FIRE
32
FIRE SPRINKLER
FIRE