CC-12-2185Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795-2204 Fax: (305)756-8972
Inspection Number: INS P-197041 Permit Number: CC -11-12-2185
Scheduled Inspection Date: August 13, 2013 Permit Type: Commercial Construction
Inspector: Rodriguez, Jorge Inspection Type: Final
Owner: EVERETT, HENRY AND FRANCES Work Classification: Alteration
Job Address: 9600 NE 2 Avenue
Miami Shores, FL 33138- Phone Number (727)461-4370
Parcel Number 1132060132510
Project: <NONE>
Contractor: ARCO CONSTRUCTION Phone: 305-892-6507
comments
PROPERTY WALL BETWEEN PARKING STREET
INSPECTOR COMMENTS False
Inspector Comments
Passed- CREATED AS REINSPECTION FOR INSP-196236. CANCELLED BY
_ 7b 1 1 MAGDALENA 305-892-6507 AT ARCO CONSTRUCTION
Failed
Correction ❑
Needed
Re -Inspection ❑
Fee
No Additional Inspections can be scheduled until
re -inspection fee is paid.
August 12, 2013 For Inspections please call: (305)762-4949 Page 36 of 51
RECORDED 11/30/2012 12.,46:09
NOTICE OF COMMENCEMENT HARVEYF:Ii+.1cCLERKLOcCOURTriz��r�I—c<<al�E CnuraTr; FLORIDA
A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT 71ME OF RBST INSPECTION LAST PAGE
PERMIT NO. l LL _ J 2 - 21 &TAX FOLIO NO.
STATE OF FLORIDA:
COUNTY OF MIAMI-DADE:
THE UNDERSIGNED hereby gives notice that improvements will be made to certain real
property, and in accordance with Chapter 713, Florida Statutes, the following information
Is provided in this Notice of Commencement.
1. Legal description of property and sireet/address: t� G O � � �,`� ��,� apace a®ove reserved Tor use of rording office
2. Description of Improvement' �A vt . A
J. Uwner(s) name and address:
Interest In property: t
Name and address of fee simple titleholder:
4. Contractor's name, address and phone number.,
5. Surety. (Payment bond required by owner from contractor, If any)
Name, address and phone num r:
Amount of bond $ t�
6. Lender's name and address:
7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by
Section 713.13(1)(a)7., Florida Statutes,
Name, address and phone number: ___ rSTATE OFFLORM& f,
moorww am -
8. In addition to himself, Owners designates the following person(s) to receive a °18�
713.13(1)(b), Florida Statutes.
Name, address and phone number. CC j blrl7iNr'',y�y91. AD
s A
9. Expiration date of this Notice of Commencement:
(the expiration date is 1 gear from�date of Ing unless a ciftrent date Is specMeM
WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF TINOTICE OF COMMENCEMENTARECONSlDERED
IMPROPER PAYMENTS UNDER CHAPTER 713, PART I; SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR
IMPROVEMENTS TO. YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE
FIRST INSPECTION. IF YOU INTE-1 D TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK
OR RECORDING YOUR NOTICE OF COMMENCEMENT.
Slgnature(s) of Owner,{_ or Owner(s)' A 1170 Officer/Director/Partner/Manager_ i
Prepared By v -b Prepared By
Print Name �5 - �e�`(�
Title/Office%`%'PTint Name >l,'/� .. c� _ ,�,�
STATE OF FLORIDA
Title/Office rd yrg
COUNTY OF MIAMI-DADE ,(
The foregoing instrument was acknowledged before me this lak day
By �'r-ur1C Vii, c rc
❑ 1Adividualiy or ❑ as for
Personally known, or ❑ produced the following type of identification
Signature of Notary Public:
Print Name:
(SEAL)
RI CATION PURSUANT TQ SECTION 92.525 FLORIDA STATUTES
Under penalties of perjury, I declare that I have read the foregoing and
that the facts stated in it are true, to the best of my knowledge and belief.
Signature(s) of Owner(s) or Owner(s)',s Authorized
By ----�
123.01-52 PAGE 3 3/10
By
who signed abo .
OR Bk 28379 Ps 2947; QP9 )
RECORDED 11/30/2012 12:46:09
NOTICE OF COMMENCEMENT MIAMI-DADE COUNTYP FLORIDA
A RECORDED COPY MUST RE POSTED ON THE JOIE SITE AT TIME OF FIRST INFECTION LAST PAGE
PERMIT NO.A-dG-TAX FOLIO NO.
STATE OF FLORIDA:
COUNTY OF MIAMI -DADS:
THE UNDERSIGNED hereby gives notice that Improvements will be made to certain real
property, and in accordance with Chapter 713, Florida Statutes, the following infomration
Is provided In this Notice of Commencement.
a•.- ..: •�. .' . ••:., • (c_ :'••_��. ! ISir ,fir
_ r
_
I
�Il
5. Surety: (Payment bond required by owner from contractor, if any) 9N/i
Name, address and phone nurn er
Amount of bond $
6. Lender's' name and address: "
7. Persons within the'State of FlorEda designated by Owner upon whom notices or other documents maybe served as provided by
Section 713.13(1)(a)7., Florida Statutes,
Name, address and phone number: s a'-') 0 &U OF
If
8. In addition to himself, Owners designates the following person(s) to receive a�ectl
t
713.13(1)(b), Florida. Statutes.
Name, address and phone number._ -�:�-�k',t+� �C'�- _ c�.lvb4f+`Jr , ____ y. ' --&Mir
9. Expiration date of this Notice of Commencement:
(the eWreffon date is 1 year from a date of retold V Mess a different date is specifled)
WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EKPIRATION OF NOTICE OF COMMENCEMENTARE CONSIDERED
IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR
IMPROVEMENTS TO..YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED"ON THE JOB"SITZ: BEFORE THE
FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK
OR RECORDING YOUR NOTICE OF COMMENCEMENT.
Signature(s) of Owner,(s or Owner(s)' At i Officer/Dir ator/Partner/Manager
Prepared By e Prepared By
Aju u'c
Print Name 0 ' 0� G�e> �'I'rint Name_ �e e , ,
True/Office e -Ile -1 TMe/Office a�� '� 4
STATE OF FLORIDA
COUNTY OF MIAMI-DADE
The foregoing instrum�//pent was acknowledged before me this day ofd/. r.� be , cd
❑ idually, or O as for
Personally known, or ❑ pr`oduced the following type of ident'rfication• ,
Signature of Notary Public:
Print Name:
(SEAL)
VERIFICATION PURSUANT TD SECTION 92625 FLORIDA STATUTES
Under penalties of perjury, I declare that I have read the foregoing and
that the facts stated in It are true, to the best of my knowledge and belief.
By natures) of Owners) or Ov _qs) d O bettor
�' y
129.01.52 PAGE 3 3/10
,,.
O.bS57kil
MARL 07, Zia
who signed a!b�o ,�
Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795.2204 Fax: (305) 756.8972
INSPECTION'S PHONE NUMBER: (305) 762.4949
UII.DING
PERMIT APPLICATION
Permit Type:BUILDING
JOB ADDRESS: 0 — 3 (a 3 �q 6 6, ? Wj cm
City: Miami Shores County: Miami Dade Zip:
Folio/ParceW.
Is the Building Historically Designated: Yes NO Flood Zone:
,N
kik. NGV 1 6 2012
Permit No.m"jj
Mester Permit No.
ROOFING
OWNER: Name (Fee Simple
WWI ff RL IT "A
CONTRACTOR: Company Name:A2 &A2 &=l 1 ei � Phone#:
Address: Tvo d- : ra / .o 14
city: i
Qualifier Name: —L
State Certification or Registration t.
Contact Phone#: Email Address:
DESIGNER: Architect/Engineer: -GC�I O e . 14 A
of Competency #:
Zip:
Value of Work for this Permit: $
_L0 ��� O Square/Linear Footage of Work: _®(% G ,a:'
Type of Work: ®Addition
Description of Work:
DAlteration DNew
Color thru tile:
Submittal Fee $ Permit Fee $ ���° CCF $ CO/CC $
DDemolition
Scanning Fee $ Radon Fee $ DBPR $ Bond $
Notary $ Training/Education Fee $ Technology Fee $
Double Fee $ Structural Review $
TOTAL FEE NOW DUE $ •
Bonding Company's Name (if applicable)
Bonding`Vompany's Address
a
City
State Zip
Mortgage Lender's Name (if applicable)
Mortgge Lender's Address
xx 1
r t ` '"'i 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,BORM,-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 certifwd 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``�`�`'-"
Owner or Agent
The fore oing instrument was acknowledged before me this T
day of ® 20 9 -by R01^ l es —V�''4 ,
Signatlu
ntractor
The fo oing instrument was acknowledged before me this
dayof 0Ve-14e 201�by V-�p 5'-i "
who is personally knsiwn to me or who has produced who is Derso� rs W -1x kknown to me or who has produced
As identification and who did take an oath. as identification and who did take an oath.
NOTARY PUBLIC:
A
Sign: ALall�
Print:
My Commission Expires: , y0 ICeS' nTe" 0' A
CeCherilas A, I�uP�.
Ca�satiesioa 4 DD857841
111107, 2113
APPROVED BY ��—Plans Examiner
Structural Review
(�t-e4d 3/12/A1�(Rey-.d 07/10/07)(Re»sed 06/1=009)(Re- ised 3/15/09)
NOTARY PUBLIC:
9
Sign.
Print: 0 't k -e l --
My Commission Face' l:1`hTE OF FI,O!?I11A
C�tttcAt t3 A �uli
Camla g133�57e�i
/ //;- 7, Zoning
Clerk
a
TABLA3.2.1.2: Rainfaroed Wm1H2ropWe9 for toad ComWnatlons Not inotuding Wkid or Seismic
° d
mote Moa" Wall, Pra
8 n S2W6,,1000 psiF'
effeodve Depth , d m 3.8125 in, F` 80,000 psi (Table Arranged by Increasing Maj -, *1�" rm ° 1,360 psi
r a 1,600 psi .
Oui of -Plane Resisting MomeM and Shear for Bare Positloned in the- Ceidw of the Wait "
a
.,, 7 prep
P 1,380
psi
Pm 1,600 psi
Rax
Bar
Bar
Bar
Ser
$paring
A
Ms
Bar
Spaoing
Bar
Size
Spacing
�,
MA
Bar
Speaing
A
gift
M�
size
n
e
n
nal
lit-
Sixe
1
in-fblft
8
8
1.19
20,072
4
24
•0.10
8,311
8
8
1. 9
21,860
8
72
0.13
8,928
• 7
8
0.90
46,008
8
72
0.13
8,310
7
8
0 0
20;647
4
24
0.10
8,348
8
8
0.88
17,730
6
56
0,09
7,804
8
8
0,
9,201
7
72
0.10
8,114
8
16
0.69.
18,809
8
40
0.09
71763
8
16-,0.
18,086
8
68
049
7,840
a
8
0.47
16,221
7
72
0.10
7,982
6
8
0,47.
17,611
8
40
0.097,788
7
16
0.49
16,660
8
84
0.08
6,829
7 •
16
0.48
16,963
8
64 ,
00.
8,860
8
24
0.40
19,040
9
48
0.08
6;808
8
24
0,40
18,306
..
6
16
0.33
14,489
4
32
0.08
6,309
6
16
0.33
18;660.
2'640
0,08
8,83
4
8
0.30
14,3011
8
6
98
722
0.1.0
0.07
6,232
6,070.
4
7
8
24
0.30
0.30
10,381
16,168
- ...3
8
`'+
72.
.°1�
7
24
0.30
14,067
0,07
6,087
8
32
0.30
13,987
• 7
98
0.08
8,887
8
32.
0.30
18,118
7
96
0.08
61089
8
40
0.24
13,180
6
66
0.07
8,678
8
40
•0.24
14,181
6
Be
0.07
6,800
16
0.23
13,134
4
40
0.08
8,088
5
18•
0,23
14,127
1
120
0,0.8
8,367
7
32
0.23
12,972
8
12a
0,08.
4,988.
7
32
0.23
.13,9663
A
401
0.08
8,104
6
24
0.22
'12,896
8
84
0.06
4.88'1
8
24
0.22
13,871
� 8
64
0.06
x4,900
8
48
0.2012,488
8
.96
0.06
4,892
48
0,20
13.,392
7
120
0.06.
0.08
4,8"
7
40.
0.18
12,103
7
120
4,949
40
0.18
12;982
6
96
0.08
4,673
6
32
0.17
11.768
5
72
0.06
4,338
6
32
,0.17
12,692.
6
72
0,09
4,368
5
24
0.18
11,509
4
48
0.06
4,284
6
24
0.16.
12,315
4
48
0.06
4,278
7
48
0.18
11,374
4
68
0,04-
31668
4
18
0.18,
12,171
4.
68
•0.04
3,667
4
16
0,16
11,374
6
120
0.04
3,842
7
48
034
12,171
6
120
0.04
3,686
6
40
0.13
10.80
9
98
0.04
3,254
8
68
0.17
11,479
-6 '•
06
0.04
3,267
S.
• 98
0.17
10,684
4
04
0,04.
3,198
6
40
0.13
40,888
4
64
0.04
3,200
7
68
0.13
91749
4 �
72
0.03
2,843
7
68
0.13
10,432
4
72
0.03
2,862
.6
32
0.12
9,688
6
•120
0.03
21603
8
84
0.18
10,044
6
120
M03
2,614
8
64
0.19
9,349
4
98
0.03
2,132
32
4
96
0.03
2,139
6
=4119,146
6
48
0,11
9,105
4
120
0.02
1,708
4
120+
0.02
1,711
7
64
0.11
8,530
NECAWind Version 2.1.0.6 per ASCE 7-10
Developed by 140CA Enterprises, Inc. copyright 2012 www.mecaenterprises.com
Date 4/29/2012 Project No.
Company Name Designed By :Edward A. Landers, P.E.
Address Description Property Wall
City Customer Name : 9600 NE 2nd Avenue
State Proj Location : Miami Shores, Florida
File Location: C:\Program Files\MECAWind\1212121-01.wnd
Other Structures & Building Appurtances MWFRS (Ch 29)
All pressures shown are based upon ASD Design, with a Load Factor of .6
Basic Wind Speed(V)
= 175.00 mph
Structural Category
= II
Exposure Category
= D
Natural Frequency
= N/A
Flexible Structure
= No
Importance Factor
= 1.00
Kd Directional Factor
= 0.85
Damping Ratio (beta)
= 0.01
Alpha
= 11.50
Zg =
700.00 ft
At
= 0.09
Bt =
1.07
Am
= 0.11
Bm =
0.80
Cc
= 0.15
1 =
650.00 ft
Epsilon
= 0.13
Zmin =
7.00 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 = 7.00 ft
lzm: Cc*(33/Zm)^0.167 = 0.19
Lzm: 1*(Zm/33)^Epsilon = 535.47 ft
Q: (1/(1+0.63*((B+Ht)/Lzm)^0.63))^0.5 = 0.90
Gust2: 0.925*((1+1.7*lzm*3.4*Q)/(1+1.7*3.4*lzm)) = 0.88
Gust Factor Summary
Not a Flexible Structure use the Lessor of Gust1 or Gust2 = 0.85
Design Wind Pressure - Other Structures
Elev Kz Kzt qz W_Pres_Cf( 1.30)
ft psf psf
----------------------------- -----------------
4.00 1.03 1.00 41.193 45.52
Note: W Pres Cf is Wind Pressure based on Cf(Force Coefficient)
Figure 29.4-1: Wind Loads for Solid Signs & Freestanding Walls
03�
Cf - Force Coefficient = 1.30
Rd - Reduction Factor (1-(1-E)^1.5) = 1.00
Kz = 1.03
Kzt = 1.00
Qz = 41.193 psf
Wind Pressure at Elevation 4 ft = 45.518 psf
Notes: 1) Signs with openings comprising < 30% of gross area are considered solid
signs
2) Force Coefficients for solid signs with openings shall be multiplied by Rd
3) Case C only applies when Bs >= 2
5e'
M
Distance from
Cf
Kz
Kzt
Qh Wind
Pressure @ Distance
leading edge
ft
Force Coeff.
psf
psf
----------------------------------------------------------------------------
From 0 to 4.0
3.29
1.03
1.00
41.19
115.13
From 4.0 to
8.0
2.06
1.03
1.00
41.19
72.27
From 8.0 to
12.0
1.58
1.03
1.00
41.19
55.46
From 12.0 to
16.0
1.30
1.03
1.00
41.19
45.66
From 16.0 to
20.0
1.23
1.03
1.00
41.19
43.14
From 20.0 to
40.0
0.78
1.03
1.00
41.19
27.45
> 40.0
0.44
1.03
1.00
41.19
15.41
RdC - Reduction Factor for Case C (1.8 - S / Ht) = 0.80
Note: When S / Ht > 0.8 then Cf must be multiplied by RdC.
101
COMMERCIAL B U I L D I N G
9600-9636 NE 2nd AVENUE
MIAMI, FL. 33138
A Mf A % r \A I(lMI/
NORTH
LOCATION PLAN
N.T.S.
INDEX
COVER SHEET
S-1 FOUNDATION PLAN/ SECTION
SCOPE OF WORK
ALTERATION LEVEL II
1. REPLACE WALL ON EXISTING
FOUNDATION.
—NO MECHANICAL
—NO PLUMBING
—NO ELECTRICAL
APPLICABLE CODES:
— FLORIDA BUILDING CODE —2010 EDITION
AR
0
WO
LEGAL DESCRIPTION
LOTS 1,2,3,4,6 AND 7 BLOCK 19 OF "MIAMI
SHORES SECTION ONE" ACCORDING TO THE
PLAT THEREOF AS RECORDED IN PLAT BOOK
10 AT PAGE 70 OF THE PUBLIC RECORDS
MIAMI DADE COUNTY, FLORIDA
rcm IS ---Vgs
Miami Shores Village
APPROVED
BY
DATE
TONING DEPT
1//f �7%L
BLDG DEPT
��cc,,
441,
�-- D_ -7
SUBJECT TO COMPLIANCE I H ALL FEDE AL
STATE AND C011NTY RULES AND REGULATIONS
1 r•Luil
NORTH
SITE PLAN
SCALE: N..T.S.
Edward A.
W4LANDERS, P.E.
CONSULTING ENGINEERS
Tel. (305) 823-3938
Fa. (305) 823-9355
IT
p,I
PSETT
DWG INFO:
1212121
a � -T � 5
avFrsovEoev Dare
W0
t� J
� W
UZ�
w
2400
J a' o "
rn�
C-1
SHEET NUAA9ER
GENERALI.
1. THE DRAWINGS ARE INTENDED TO SHOW THE GENERAL ARRANGEMENT,
DESIGN AND EXTENT OF THE WORK AND ARE PARTIALLY DIAGRAMMATIC. THEY
ARE NOT INTENDED TO BE SCALED FOR ROUGH -IN MEASUREMENTS, OR TO
SERVE AS SHOP DRAWINGS OR PORTIONS THEREOF.
2. ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED TO BE
TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION
ELSEWHERE ON THE PROJECT, EXCEPT WHERE A DIFFERENT DETAIL OR SECTION
IS SHOWN.
3. PRIOR TO START OF CONSTRUCTION, THE CONTRACTOR AND ALL THE
SUBCONTRACTORS SHALL VERIFY ALL GRADES, LINES, LEVELS, DIMENSIONS AND
COORDINATE EXISTING CONDITIONS AT THE JOB SITE WITH THE PLANS AND
SPECIFICATIONS. THEY SHALL REPORT ANY INCONSISTENCIES OR ERRORS IN
THE ABOVE TO THE ARCHITECT/ENGINEER BEFORE COMMENCING WORK. THE
CONTRACTOR AND HIS SUBCONTRACTORS SHALL LAY OUT THEIR WORK FROM
ESTABLISHED REFERENCE POINTS AND BE RESPONSIBLE FOR ALL LINES,
ELEVATIONS AND MEASUREMENTS IN CONNECTION WITH THEIR WORK.
4. IF ANY ERRORS OR OMISSIONS APPEAR IN THE DRAWINGS, GENERAL NOTES
OR OTHER DOCUMENTS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IN
WRITING OF SUCH OMISSION OR ERROR PRIOR TO PROCEEDING WITH ANY WORK
WHICH APPEARS IN QUESTION. IN THE EVENT OF THE CONTRACTOR'S FAILING TO
GIVE SUCH AN ADVANCED NOTICE, HE SHALL BE HELD RESPONSIBLE FOR THE
RESULTS OF ANY SUCH ERRORS OR OMISSIONS AND THE COST OF RECTIFYING
THE SAME.
5. THE CONTRACTOR SHALL USE THE STRUCTURAL DRAWINGS AND
SPECIFICATIONS TOGETHER WITH THE ARCHITECTURAL, MECHANICAL,
ELECTRICAL AND OTHER TRADE DRAWINGS AND SHOP DRAWINGS, TO LOCATE
DEPRESSED SLABS, SLOPES, DRAINS, OUTLETS, RECESSES, OPENINGS, BOLT
SETTING, SLEEVES, DIMENSIONS, ETC. NOTIFY ARCHITECT/ENGINEER, IN
WRITING, OF ANY POTENTIAL CONFLICTS BEFORE PROCEEDING WITH THE WORK.
SHOP DRAWINGS + DELEGATED ENDING:
1. ALL SHOP DRAWINGS SHALL BE SUBMITTED FOR ENGINEER'S REVIEW ONLY
AFTER THEY HAVE BEEN THOROUGHLY REVIEWED BY THE CONTRACTOR FOR
CONSTRUCTION METHODS, DIMENSIONS AND OTHER TRADE REQUIREMENTS,
AND STAMPED NTH THE CONTRACTOR'S APPROVAL STAMP. THE ENGINEER
ASSUMES NO RESPONSIBILITY FOR DIMENSIONS, QUANTITIES, ENGINEERING
DESIGN BY DELEGATED ENGINEERS. ERRORS OR OMISSIONS AS A RESULT OF
REVIEWING ANY SHOP DRAWINGS. ANY ERRORS OR OMISSIONS MUST BE MADE
GOOD BY THE CONTRACTOR, IRRESPECTIVE OF RECEIPT, CHECKING OR REVIEW
OF DRAWINGS BY THE ENGINEER AND EVEN THOUGH WORK IS DONE IN
ACCORDANCE WITH SUCH DRAWINGS.
2. BEFORE STRUCTURAL INSPECTIONS CAN BE MADE ON A PORTION OF THE
STRUCTURE, ALL RELATED SHOP DRAWINGS, DELEGATED ENGINEERING,
PRODUCT APPROVAL, MANUFACTURER'S DATA AND OTHER RELATED
INFORMATION, MUST BE REVIEWED AND ACCEPTED BY THE
ENGINEER -OF -RECORD AND APPROVED BY THE BUILDING DEPARTMENT.
3. ALL SHOP DRAWINGS SHALL CONTAIN THE MINIMUM INFORMATION,
OUTLINED IN THE FLORIDA BUILDING CODE
4. ALL DELEGATED ENGINEER'S SHOP DRAWINGS SHALL COMPLY WITH ALL THE
REQUIREMENTS OF THE FLORIDA BUILDING CODE
SHOP DRAWINGS SHALL CONTAIN ALL INFORMATION SHOWN
ON THE STRUCTURAL PLANS (RELATED TO THE DELEGATED DESIGN) INCLUDING
ALL DESIGN LOADS, IN ADDITION TO THE INFORMATION REQUIRED BY THE
DELEGATED ENGINEER'S DESIGN.
5. THE ENGINEER OF RECORD SHALL REVIEW ALL SHOP DRAWINGS, PREPARED AND
SIGNED AND SEALED BY THE CONTRACTOR'S DELEGATED ENGINEER, ONLY FOR
GENERAL COMPLIANCE WITH THE DESIGN INTENT, REQUIRED LOADING AND
COORDINATION WITH THE STRUCTURE DESIGNED BY THE ENGINEER OF RECORD.
6. CONTRACTOR SHALL SUBMIT TO THE ENGINEER OF RECORD. ONLY ONE SET OF
SEPIA AND ONE SET OF BLUE PRINTS OF THE STRUCTURAL SHOP DRAWINGS FOR
ENGINEER'S REVIEW, BEFORE STARTING FABRICATION. THE ENGINEER WALL
RETURN THE MARKED -UP AND STAMPED SEPIA TO THE ARCHITECT. THESE SEPIA
COPIES SHALL BE USED TO MAKE PRINTS AS REQUIRED FOR HE SHOP DRAWING
DISTRIBUTION. SETS OF BLUE PRINTS (WITHOUT SEPIA) WILL NOT BE ACCEPTED.
CONSTRUCTION MEANS AND METHODS:
1. THE CONTRACTOR IS RESPONSIBLE AND SHALL COMPLY WITH THE SAFETY
REQUIREMENTS OF THE FLORIDA BUILDING CODE AND
ALL LOCAL, STATE AND FEDERAL LAWS.
2. PROVIDE ALL SHORING, BRACING AND SHEETING AS REQUIRED FOR SAFETY,
STRUCTURAL STABILITY AND FOR THE PROPER EXECUTION OF THE WORK.
REMOVE WHEN WORK IS COMPLETED. _..
3. PROVIDE AND MAINTAIN GUARD LIGHTS AT ALL BARRICADES, RAILINGS,
OBSTRUCTIONS IN THE STREETS, ROADS OR SIDEWALKS AND ALL TRENCHES OR
PITS ADJACENT TO PUBLIC WALKS OR ROADS.
4. AT ALL TIMES, PROVIDE PROTECTION AGAINST WEATHER (RAIN, WAND,
STORMS OR THE SUN), SO AS TO MAINTAIN ALL WORK, MATERIALS, APPARATUS
AND FIXTURES FREE FROM INJURY OR DAMAGE.
5. AT THE END OF THE DAYS WORK, COVER ALL WORK LIKELY TO BE DAMAGED
ANY WORK DAMAGED BY FAILURE TO PROVIDE PROTECTION SHALL BE
REMOVED AND REPLACED NTH NEW WORK AT THE CONTRACTOR'S EXPENSE.
6. THE CONTRACTOR SHALL PAY FOR ALL DAMAGES TO ADJACENT PROPERTY
GENERAL STRUCTURAL NOTES
(Florida Building Code -RESIDENTIAL 2010 Edition)
STRUCTURAL OBSERVATIONS: 6. COLUMN REINFORCEMENT: DOWELS TO BE SAME SIZE AND NUMBER AS
VERTICAL REBARS ABOVE. LAP 36 BAR DIAMETER OR MINIMUM OF 18 INCHES,
1. THE ENGINEER OF RECORD MUST BE U.O.N. PROVIDE RIGID TEMPLETS FOR DOWEL LOCATION. PROVIDE STANDARD
RETAINED AS THE STRUCTURAL INSPECTOR, AND NOTIFIED AT LEAST 24 HOURS HOOKS AT TOP OF ALL VERTICAL REINFORCEMENT AT NONCONTINUOUS
PRIOR TO ANY CONCRETE PLACING OR OTHER OPERATIONS THAT WALL CONCEAL COLUMNS (U.O.N.).
STRUCTURAL ELEMENTS. UNLESS EVERY STRUCTURAL ELEMENT WAS
ADEQUATELY OBSERVED BY THE STRUCTURAL ENGINEER -OF -RECORD (OR HIS
REPRESENTATIVE), THE ENGINEER WILL NOT ISSUE THE REQUIRED 7. ALL DOWELS FOR COLUMNS SHALL BE SECURED IN POSITION PRIOR TO
"STATEMENT OF INSPECTION". CONCRETING. PUSHING THE DOWELS INTO POSITION IN WET CONCRETE IS NOT
PERMITTED.
2. IN THE EVENT THAT THE ENGINEER OF RECORD WERE NOT RETAINED TO
PERFORM STRUCTURAL OBSERVATIONS, THE OWNER AND THE CONTRACTOR MUST
NOTIFY THE BUILDING DEPARTMENT AND OBTAIN AN APPROVAL OF THE ENGINEER
ENGAGED TO PERFORM THE INSPECTIONS, BEFORE START OF ANY STRUCTURAL
WORK.
3. IT IS UNDERSTOOD THAT THE ENGINEER WILL NOT BE HELD RESPONSIBLE
AND LIABLE FOR ANY OF THE CONTRACTOR'S WORK WHICH WAS NOT PROPERLY
OBSERVED BY THE ENGINEER -OF -RECORD (OR HIS REPRESENTATIVE) OR FOR
ANY WORK, APPROVED BY THE INSPECTING ENGINEER (OTHER THAT THE
ENGINEER -OF -RECORD) WHICH MODIFIES OR CHANGES THE STRUCTURAL PERMIT
RECORD DOCUMENTS.
STRUCTURAL DESIGN CRITERIA:
1. THE DESIGN COMPUES WITH THE REQUIREMENTS OF THE FLORIDA
BUILDING CODE - (2010 EDITION) AND OTHER REFERENCED CODES
AND SPECIFICATIONS. ALL CODES AND SPECIFICATIONS SHALL BE LATEST
EDITION AT TIME OF PERMIT.
2. WIND LOAD CRITERIA: GCPI t 0.18
BASED ON ANSI/ASCE . 7-10 BASIC WIND VELOCITY 175 MPH,
OCCUPANCY CATEGORY II (AT HURRICANE OCEANUNE), EXPOSURE "C".
3. ROOF DESIGN LOADS:
DEAD LOADS: ... . .. 25 PSF
LIVE LOADS: .... .. 30 PSF
4. FLOOR DESIGN LOADS:
DEAD LOADS: ....... 25 PSF
LIVE LOADS: ....... 40 PSF
5. WIND NET UPLIFT ON ROOF TRUSSES: S-4
CONCRETE AND REINFORCING:
1. CONCRETE DESIGN AND REINFORCEMENT IN ACCORDANCE WITH "BUILDING
CODE REQUIREMENTS FOR REINFORCED CONCRETE"
AND WITH "DETAILS AND DETAILING OF CONCRETE REINFORCEMENT"
2. ALL CONCRETE WORK IN ACCORDANCE WITH "SPECIFICATIONS FOR
STRUCTURAL CONCRETE FOR BUILDING"
PRODUCTION OF CONCRETE, DELIVERY, PLACING AND CURING TO BE IN
ACCORDANCE NTH "HOT WEATHER CONCRETING"
3. ALL CONCRETE TO BE REGULAR WEIGHT WITH A DESIGN STRENGTH OF 5.000
P.S.I. AT 28 DAYS. MAXIMUM SLUMP 4",
4. ALL REINFORCING TO BE NEW BILLET STEEL CONFORMING TO THE LATEST
A.S.T.M. A-615 GRADE 60, FABRICATED IN ACCORDANCE NTH C.R.S.I. MANUAL OF
STANDARD PRACTICE AND PLACED IN ACCORDANCE WITH LAP SPLICE
PER A.C.I. 318-02 SEC. 12.2.3,30.5" MIN
5. CONCRETE COVER UNLESS OTHERWISE DETAILED ON DRAWINGS:
GRADE BEAMS: (BOTTOM) .. ... .. . . . . 3"
(TOP & SIDES) ........ 2"
EXTERIOR SLABS ON GRADE: (BOTTOM) . . . . 2"
(TOP)
COLUMNS AND BEAMS: (TO THE TIES) .....
SOIL STATEMENT
THE NATURE AND CHARACTER OF THE SOIL CONDITION BENEATH THE
STRUCTURAL FOOTING HAS BEEN OBSERVED TO HAVE UNDISTURBED
SAND AND ROCK PRESUMED TO HAVE AN ALLOWABLE BEARING CAPACITY
OF 2,000 PSF AT THE TIME OF CONSTRUCTION, A FLORIDA REGISTERED
ENGINEER SHALL PROVIDE A SIGN AND SEALED WRITTEN REPORT
VERIFYING ACTUAL SOIL BEARING VALUES. STATING THAT THE SOIL BEARING
ARE AS ASSUMED.
TERMITE PROTECTION COMPLIANCE
GENERAL CONTRACTOR TO PROVIDE A CERTIFICATE
OF COMPLIANCEBY LICENSED PEST CONTROL COMPANY
THAT CONTAINS THE FOLLOWING STATEMENT
AS PER FBC 2007 SECTION 1816.1.7
'THE BUILDING HAS RECEIVED A COMPLETE TREATMENT
FOR THE PREVENTION OF SUBTERRANEAN TERMITE
TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS
ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE
AND CONSUMER SERVICES"
8. BEAM REINFORCEMENT: LAPPED 35 BAR DIAMETER OR MINIMUM 18 INCHES
(SEE BEAM DIAGRAM ON PLAN). BOTTOM BARS SPLICED ONLY AT SUPPORTS, TOP
BARS SPLICED ONLY AT MID -SPAN. ALL TOP BARS HOOKED AT NONCONTINUOUS
EDGES (U.O.N.). ALL HOOKS TO BE STANDARD 90 DEGREE HOOKS AS REQUIRED
(U.O.N.).
9. ADDED REINFORCEMENT: PROVIDE ADDITIONAL CORNER BARS BENT 36
INCHES MINIMUM EACH WAY AT "L" AND "T" CORNERS IN OUTER FACES OF ALL
BEAMS TO MATCH ALL HORIZONTAL BAR (TOP, BOTTOM AND INTERMEDIATE
REBARS).
10. SEE PLAN FOR MINIMUM SIZE CONCRETE TIE BEAM REQUIREMENTS
REINFORCED MASONRY WALLS:
1. HOLLOW LOAD-BEARING MASONRY UNITS SHALL CONFORM TO ASTM C-90,
TYPE I, GRADE N, SQUARE END, WITH A MINIMUM AVERAGE COMPRESSIVE
STRENGTH ON NET AREA OF f'm=1,500 (PSI).
2. SPECIAL INSPECTOR SERVICES ARE REQUIRED FOR ALL REINFORCED
MASONRY CONSTRUCTION. THE SPECIAL INSPECTOR SHALL INSPECT THE
PLACING OF THE REBARS IN THE CELLS, VERIFY CLEANLINESS OF THE CELLS TO
BE GROUTED, AND OBSERVE THE PLACING OF THE GROUT OR CONCRETE INTO
THE CELLS.
3. MORTAR SHALL CONFORM TO ASTM C-270, TYPE "M" OR "S".
4. LAY ALL MASONRY WITH FULL FACE HEAD JOINTS AND WITH FACE SHELL
MORTAR BEDDING.
5. MASONRY ANCHORAGE TO SUPERSTRUCTURE SHALL BE PROVIDED IN
ACCORDANCE WITH STRUCTURAL DRAWINGS AND DETAILS.
6. THE USE OF ADMIXTURES SHALL NOT BE PERMITTED WITHOUT PRIOR REVIEW
OF THE ENGINEER.
7. VERTICAL REINFORCING:
(A) ASTM A-615 PER REINFORCING SECTION
(B) WHEN A FOUNDATION DOWEL DOES NOT LINE UP WITH A VERTICAL CORE IT
SHALL NOT BE SLOPED MORE THAN ONE HORIZONTAL INCH TO SIX INCHES
VERTICAL FOR ALIGNMENT, EVEN THOUGH ITIS IN A CELL ADJACENT TO THE
VERTICAL WALL REINFORCING.
(C) VERTICAL REINFORCING STEEL SHALL BE PLACED CENTERED IN THE CELL.
LAP 48 BAR -DIAMETERS. PROVIDE BAR SPACERS AS REQUIRED TO MAINTAIN
REINFORCING SECURED IN POSITION.
(D) VERTICAL REINFORCEMENT SHALL BE PROVIDED AT EACH SIDE OF OPENINGS
IN WALL, AT WALL INTERSECTIONS. CORNERS AND ENDS. THIS REINFORCING
SHALL BE THE SAME SIZE AS THE SCHEDULED WALL REINFORCING FOR THE
PARTICULAR WALL BUT NEVER LESS THAN A #5 REBAR. SPECIAL CARE SHALL BE
TAKEN TO INSURE THAT CELLS TO BE GROUTED LINE UP PROPERLY AND ARE
CLEAN OF EXCESS MORTAR.
(E) TC -1 REINFORCING SHALL BE #5 VERTICAL IN CONCRETE FILLED CELLS WHERE
INDICATED ON PLANS.
(F) ALL VERTICAL REINFORCING SHALL BE HOOKED INTO THE BOND BEAMS AT
THE NON -CONTINUOUS END OF THE REBARS.
(G) PROVIDE INSPECTION HOLES AT THE BOTTOM OF EACH REINFORCED
MASONRY CELL, AS REQUIRED FOR LIFTS HIGHER THAN 5 FT.
MAX LIFT TO BE 8' ON H
8. HORIZONTAL REINFORCING:
PROVIDE GALVANIZED #9 GAGE, LADDER TYPE HORIZONTAL JOINT REINFORCING
EVERY SECOND BLOCK COURSE (1'-4" O.C. VERTICALLY) LAPPED 7-1/2". PROVIDE
SPECIAL HORIZONTAL REINFORCING AT "r AND "L" INTERSECTION. ANCHOR TO
COLUMNS WITH MINIMUM 4" EXTENSION INTO AREA OF POUR.
9. PROVIDE "DOVE -TAIL" ANCHORS AT 16" O.C. VERTICALLY FOR ALL MASONRY
PLACED ADJACENT TO ALREADY IN PLACE COLUMNS.
10. CELL FILLING CONCRETE SHALL BE "PEA DOCK" CONCRETE MIX (8" TO 9"
SLUMP) OR GROUT WITH f'c=3,500 PSI MIN. AT 28 DAYS.
11. LINTELS:
PRECAST CONCRETE OR CAST -IN -SITE LINTELS
A. THE CONTRACTOR SHALL PROVIDE 0 DE
AT THE HEADS OF ALL OPENINGS IN MASONRY WALLS NOT EX- CEEDING SIX (6) FEET
IN WIDTH WHERE BEAMS HAVE NOT BEEN SPECIFIED. FOR OPENING ADJACENT TO
CONCRETE COLUMNS - THE LINTEL SHALL BE CAST -IN-PLACE WITH THE COLUMN.
B. LINTEL MAY BE INTEGRAL WITH THE STRUCTURAL OR TIE BEAM WHEN HEAD OF
THE OPENING IS 16 INCHES OR LESS BELOW. CONTINUE BEAM'S TYPICAL BOTTOM
REBARS THROUGH AND ADD 2-#5 BOTTOM TRUSS BARS AT DROPS AND 2-#3 STIRRUPS
AT 6 INCHES O.C. EACH END AT DROP.
C. MINIMUM BEARING FOR ALL LINTELS 8 INCHES EACH SIDE OR PROVIDE DOWELS
AND POCKETS IN ADJACENT CONCRETE COLUMNS.
D. LINTEL TO BE MINIMUM OF 8 INCHES DEEP WITH 2-#4 TOP AND BOTTOM FOR CLEAR
SPANS LESS THAN 6 FEET, 12 INCHES DEEP WITH 2-45 TOP AND BOTTOM AND 2-03
STIRRUPS AT 6 INCHES O.C. EACH END, FOR SPANS GREATER THAN 6 FEET (UP TO 8
FEET). CALL ENGINEER FOR SPANS LARGER THAN 8 FEET WITH NO SPECIFIED BEAMS
OR UNTELS OVER.
Edward A.
LANDERS, P.E.
CONSULTING ENGINEERS
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Tel. (305) 823-3938
Fox (305) 823-9355
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CONSULTING ENGINEERS
Tel. (305 823-3938
Fox (305 823-9355
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