CC-18-667Miami Shores Village
10050 N.E. 2nd Avenue NE
Miami Shores, FL 33138-0000
Phone: (305)795-2204
Project Address
Permit
Permit NO. CC-3-18-667
Permit Type: Commercial Construction
Work Classification: Alteration
Permit Status: APPROVED
Issue Date: 6/18/2018
Expiration: 12/15/2018
Parcel Number
Applicant
11300 NE 2 Avenue Number: Landon Studer 1121360010160-26
Miami Shores, FL 33138-0000 Block: Lot:
BARRY UNIVERSITY INC
Owner Information
Address
Phone
Cell
BARRY UNIVERSITY INC
11300 NE 2 Avenue
MIAMI SHORES FL 33161-6628
11300 NE 2 Avenue
MIAMI SHORES FL 33161-6628
Contractor(s)
DADE CONSTRUCTION CORP
Phone
(786)564-7623
Cell Phone
Valuation:
$ 40,000.00
Total Sq Feet: 5861
Approved: In Review
Comments:
Date Approved:: In Review
Date Denied:
Type of Construction: REDUCE THE SIZE OF BOOKSTOR
Stories:
Front Setback:
Left Setback:
Plans Submitted: Yes
Certification Date:
Bond Return :
Scanning: 12
Occupancy Load:
Exterior:
Rear Setback:
Right Setback:
Certification Status:
Additional Info: REDUCE THE SIZE OF BOOKSTORE
Classification: Commercial
Fees Due
CCF
Change of Contractor Fee
CO/CC Fee
DBPR Fee
DCA Fee
Education Surcharge
Permit Fee
Plan Review Fee (Engineer)
Plan Review Fee (Engineer)
Scanning Fee
Technology Fee
Total:
Amount
$24.00
$0.00
$50.00
$18.00
$12.00
$8.00
$1,200.00
$90.00
$90.00
$36.00
$32.00
$1,560.00
Pay Date Pay Type Amt Paid Amt Due
Invoice # CC-3-18-66794
03/15/2018 Credit Card $ 200.00 $ 1,360.00
06/18/2018 Credit Card $ 1,360.00 $ 0.00
Available Inspections:
Inspection Type:
Final PE Certification
Window Door Attachment
Tie Beam
Slab
Termite Letter
Framing
Store Front Attachment
Insulation
Drywall Screw
Window and Door Buck
Ceiling Grid
Fill Cells Columns
Review Electrical
Review Building
Review Building
Review Building
Review Mechanical
Review Mechanical
Review Structural
Review Structural
Review Plumbing
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 responsiity for all work done by either myself, my agent, servants, or einployes. I understand that separate permits are
required for ELECTRICAL, PLUMBING, CHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work.
OWNERS AFFIDAVIT: I certi j h-t al the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating
construction and zoning. Fut
uthorize bove-named contractor to do the work stated.
Authorized Signatu 'BOwn / Applicant / Contractor / Agent
June 18, 2018
Date
Building D . - ' ment Copy
June 18, 2018
1
itJfr` � ter
Ej
\\4 A 20)
BUILDING
PERMIT APPLICATION
Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795-2204 Fax: (305) 756-8972
INSPECTION LINE PHONE NUMBER: (305) 762-4949
y_
BUILDING ❑ ELECTRIC ❑ ROOFING
❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS yl,HANGE OF
CONTRACTOR
JOB ADDRESS: 11300 NE 2ND AVENUE - Landon - Bookstore
Master Permit No.
Sub Permit No.
RFe . vE c
MAY 24
C,P'b � �I
FBc 2ob1-
B-lolv7
❑ REVISION ❑ EXTENSION ❑ RENEWAL
❑ CANCELLATION ❑ SHOP
DRAWINGS
City: Miami Shores
County: Miami Dade
Zip:
Folio/Parcel#:11-2136-000-0050
Occupancy Type:
Is the Building Historically Designated: Yes
Load: Construction Type: CBS Flood Zone:
OWNER: Name (Fee Simple Titleholder): Barry University
Address: 11300 NE 2ND AVENUE
NO NO
BFE: FFE:
Phone#: (305)899-3790
City: Miami Shores
Tenant/Lessee Name:
Email:
State: FL Zip: 33161
Phone#:
CONTRACTOR: Company Name: Dade Construction Corp.
Address: 13372 SW 128th ST
Phone#: (786)564-7623
City: Miami
Qualifier Name:Jonathan Cuesta
State: FL
State Certification or Registration #: CGC #1520491
DESIGNER: Architect/Engineer: Ventura Architecture
Zip: 33186
Phone#: (305)298-5952
Certificate of Competency #:
Phone#: 954-423-1362
Address: 11870 W State Rd 84 #C14 City: Davie
Value of Work for this Permit: $ 80,000
State: FL Zip: 33325
Square/Linear Footage of Work: 4000 Square Feet
Type of Work: ❑ Addition n Alteration ❑ New ❑ Repair/Replace
Description of work: Renovation of Bookstore in Landon Student Union
❑ Demolition
Specify color of color thru tile:
Submittal Fee $ Permit Fee $
Scanning Fee $ Radon Fee $
Technology Fee $
Structural Reviews $
CCF $
DBPR $
CO/CC $
Notary $
Training/Education Fee $ Double Fee $
Bond $
TOTAL FEE NOW DUE $
(Revised02/24/2014)
Bonding Company's Name (if applicable) N/A
Bonding,Company's Address
City State Zip
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address N/A
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 reinspection fee will be cljprged.
Signature
OWNER or AGENT
The foregoing instrument was acknowledged before me this
2rlro4 day of M4
n � 1 , 20 I , by
S1� Ic be€t`'try4L1 , who is personally known to
`or who has produced
identification and who did take an oath.
NOTARY PUBLIC:
Sign:
Print:
Notary Public State of Floritio
[[rr • Jeffry J Yao
Al My Commission FF 188481
,7 Expires 11/12/2018
The foregoing instrument was acknowledged before me this
14_ 20 C
Jj'1r. , wh
day of
as nie or who has produced as
identification and who did take an oath.
NOTARY PUBLIC:
Sign: �,� n I(<-Y , /
Print: fln I 'i"'f I �� q%1
Seal: 401 i/,,.,, Jennifer Hickman
f':,nrnissicn # GG186946
_ i" :d `'
r ;;;:,fires: f 'ruary• 18, 2022
**** .******4***********************4fVM1EM►1)t`*******�***** Aaronru Notary************
APPROVED BY Plans Examiner Zoning
Structural Review
Clerk
(Revised02/24/2014)
Miami Shores harmless of all I
--(V)0niPP k/
Owner or Agent
The foregoing instrument was aknowledged before me
thisiZ day of MAY ,201&by SUS4l1 ilkStert 4 v
Who is personally known to me or who has produced
as indentification.
Notary P
Sign:
Seal:
Miami Shores Village
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
CHANGE OF CONTRACTOR / ARCHITECT
Permit N.( - ka
Owners Name (Fee Simple Title Holder): Barry University
Owner's Address: 11300 NE 2nd Avenue
City: Miami Shores
Phone #: (305)899-3790
State : FL Zip Code: 33161
Job Address (Of where work is being done): Landon Student Union Building 11300 NE 2nd Avenue- Landon #101A
City: Miami Shores State: Florida Zip Code: 33161
eeegr��11(0 �YCY D-cNe.t t (r\ C.
Contractor's Company Name: Ceijbut.ttun t,urp. Phone #: 786-564-7623
Address: 8th ST 11.5-40 v S T .2
City: 44iemi V �� Qualifier's Name : Jewett r'�n Zuesta M 1 � State: J Fey\L�
Architect/ Engineer of Record Name: Ventura Architecture
Address: 11870 W State Rd 84 #C14
� U
Zip Code: j a-g2 S
r9..ic. Number:
a,C 0 (oOO
Phone #: 954-423-1362
City: Davie
State: FL
Describe Work: Renovation of a bookstore in the Landon Student Union Building
Zip Code: 33325
1 hereby certify that the work has been abandoned a d/or th
is unable or unwilling to complete the contract. ol the B
Signature
4, Notary Public State of Florida
. Jeffry J Yao
My Commission FF 188481
d8 Expiros t1/1212018
Signature
The foregoing ins
this 22 day o
who is personally
Notary
Sign:
Seal:
Public:
c • tractor/architect
I and the
ont actor or Architect
ument was aknowledged before me
201 gby it .L f;4,1..&1 L4...,
own to me or who has produced
as indentification.
N. LINDA R. WALTON
,.\ Commission 11 GG 11l11
�.....� My Commissifn Exoirss
Octobol 12, 2020
rry Universi
Facilities Management
May 21, 2018
Miami Shores Village
Building Department
10050 NE 2nd Avenue
Miami Shores, FL 33138
Attn: Ismael Naranjo
Building Official
Subject: Permit No. CC- 3 - I �'j -
Dear Mr. Naranjo,
We would like to formally process a Change of Contractor permit application, for the above
referenced permit, for the Landon - Bookstore.
We would be changing Contractors, Ventura to Dade Construction.
Should you have any questions, please feel free to contact us.
Thank you for your help in this matter.
Very truly yours,
Susan Rosenthal
Vice President
The foregoing instrument was acknowledged before me this 2Z� day of MAY
20t2 , by Susan Rosenthal , who is personally known to me or has produced
as identification and who did take an oath.
NOTAR PUBLIC: r'-
Sign:
Print:
Seal:
AO PVC
Notary Public State of Florida
J
o
My
Je Cffry ommission FF 168481
Expires 11/12/2018
,�•Miami Shores Village
BuildingDepartment
o�
tA\C�� 10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795-2204 Fax: (305) 756-8972
INSPECTION UNE PHONE NUMBER: (305) 762-4949
BUILDING
PERMIT APPLICATION
BUILDING
El PLUMBING
JOB ADDRESS:
l ELECTRIC ❑ ROOFING
Master Permit No.
Sub Permit No.
RECEIVED
MAR 14 2018
CAP �-1
sfic mid
�C 18-coCp�-
ED REVISION ❑ EXTENSION EDRENEWAL
[j MECHANICAL [PUBLIC WORKS E] CHANGE OF Q CANCELLATION 0 SHOP
CONTRACTOR DRAWINGS
-7.-n.
// 3 00 ry e _ (Loti +N,9VI 144 Lt e bol( 540 )
City: Miami Shores County: Miami Dade
ziq:
Folio/Parcel#: it 'a- / 3 C. C) 0 Q (gay a Is the BuildingHistorical Des Historically ignated: Yes NO
Occupancy Type: Load: Construction Type: Flood Zone:
OWNER: Name (Fee Simple Trtieholder):....-lJ/i iv-PY Vry 1 Vt-+(S iT
Address: / / 10 O NE Z►./9 A \'
City: /14 I ! 5 l-1o,c6 5 State: FL-- z--
,�33 Z
UN' V Zip:
Tenant lessee Name: �A?^P-^� Phone#: �Ct% S"g� � �
Email: /72J i& (9 Vt �'T i1K' - /4.e- .. , G1'v1c.E,-7 . y� . .
CONTRACTOR: Company Name: Vr ► v //C,A A,r-c -Pt /cEv.i _, --i, G Ph=
Address:. / /'7 U IA) S-i- F--9 rf 7
City: OAV (C State: RL-
Qual er Name: ly 'i I V r,,i i,-A Phone#
State Certification or Registration #: C_._ CC-0 6 Ol% 7D
Certificate of Competency #: _
DESIGNS : Archite Engineer. M 1 k.. \tirtve---+,.
BFE: FFE:
Phone# S- ;'/ 0 q
C(jy) yz3 / 3 62
Zip:_3 33Z�
23/36 y
Phone#: Y (.-3 13 6 2--
Address: / 1 97 () (Al Sr RY_
City: D ✓1 �/ (+; State: pr�Lg� Zip: / 3'-� -3 __—
Vatue of Work for this Permit: $- 000 F wag � J O / ��
rel ' r e of Work: �,
Type of Work: 0 Addition CrE Alteration 0 New 1
,�.� 0 Repair/Replace E❑ Demolition
Description of Work: /Q -LJ de lie 5/ 2x. 4e- L Gs m5/0 c
p9/ ri h o1-3 / 400 , erc, 404_. / (/)' t- ,ti/.
Specify color of color thru tile:
Submittal Fee $`_L _ Permit Fee $ CCF $ CO/CC $ c. V
Scanning Fee $ Radon Fee $ DBPR $
Notary $ ......—
Technology Fee $ TrainingfEducation- Fee $
Double Fee $ ----_`
ws $
Bond $
Structural Revie
(Revised02124/2014)
TOTAL FEE NOW DUE $ 13 CO
,•
'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 commencem nt must b - posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued. in the atik. nce o such posted notice, the
inspection will not be approved and a reinspection fee will be charged.
Signature
OWNER or AGENT
The foregoing instrument was acknowledged before me this
20 G i , by
o is personally known to
me or who has produced as
identification and who did take an oath.
NOT MC:
Sign'
Print:
Seal:
APPROVED BY
(Revised02/24/2014)
NIT?E MltcwIoRRE
Notary Pub% •: SM! w ibidda
Commission • rF Mei
My Comm. Expires S • 19, 2020
*11.0101n10a4llifi Is *
Signature
CONTRACTOR
The foregoing instru %% nt was acknowledged before me this
day o IL , 20 by
ho is personals to
me or who has produced as
identification and who did take an oath.
NOTARY PU C:
Sign:
Print:
Seal: LINDA R. WALTON
Commission 0 GO 11911
My Commission Expires
October 12, 2020
r,
�4jA4 W4L7 J
Plans Examiner Zoning
/• (4 / (� Structural Review Clerk
BARRY UNIVERSITY- Book Store
11300 NE 2nd Ave. Miami Shores, Florida 33161
RECONSTRUCTION
1. NOA ALUMINUM STOREFRONT SYSTEM
2. NOA ALUMINUM OUTSWING ENTRANCE DOOR
3. HVAC LOAD CALCULATIONS
Ventura Architecture Development, Inc.
www.ventura-architecture.com
11870 W. STATE ROAD 84
SUITE #C14
DAVIE, FL. 33325
954-423-1362 office
SC Store Barry Uni.
HVAC Load Analysis
for
SC Store Barry Uni.
11300 NE 2nd Ave
Miami Shores, FL, 33161
YAHYA CONSULTANTS, INC_..
•
Quality & Prompt •....
• .
•• •• .,••
• • •
•• ••
• • •
• •
• •
• • •
•• •
Prepared By:
•
• •
•
•• •
• • •
Ramzi R. Yehia
Yahya Consultants, INC.
5516 NW 58th Ave
Coral Springs, FL 33067
954-263-9318
Feb. 23rd 2018
•
•
•
•
••
••
•
•
Chvec - Full Commercial HVAC Loads Calculation Program
Yahya Consultants Inc.
Coral Springs. FL 33067
Nil
Elite Software Development, Inc.
SC Store Barry.Uni.
Page 2
General Project Data Input
General Project Information
Project,file name:
Project title:
Project address:
Project city, state, ZIP:
Project date:
Project comment:
Weather reference city:
Client name:
Client address:
Client city:
Company name:
Company representative:
Company address:
Company city:
Company phone:
Company e-mail address:
Company comment:
Barometric pressure:
Altitude:
Latitude:
Mean daily temperature range:
Starting & ending time for HVAC load calculations:
Number of unique rooms in this project:
Building Default Values
Calculations performed:
Lighting requirements:
Equipment requirements:
People sensible load multiplier:
People latent load multiplier:
Room sensible safety factor:
Room latent safety factor:
Room heating safety factor:
People diversity factor:
Lighting profile number:
Equipment profile number:
People profile number:
Building default ceiling height:
Building default wall height:
17078-SC-BARRY- UNIV.CH8
SC Store Barry Uni.
11300 NE 2nd Ave
Miami Shores, FL, 33161
Feb. 23rd 2018
Florida License #64833 Certificate of Authorization #27115
MIAMI, FLORIDA, USA
SC Store Barry Uni.
11300 NE 2nd Ave
Miami Shores, FL, 33161
Yahya Consultants, INC.
Ramzi R. Yehia
5516 NW 58th Ave
Coral Springs, FL 33067
954-263-9318
ryehia@myacc.net
Florida License #64833 Certificate of Authorization #27115
29.913 in.Hg.
7 feet
26 Degrees• •
14 Degr>ti2s •
8am - 7pm
2
•
••..
•
•
••..
•..
• .•.
....
• • •
-•• .
Both heating and cooling loads • • • • .
.. .•
1.00 Wang ppj square roof
1.00 Watts pej square fo2t
275 Btuh per persop
275 Btuq.per.person.. .
1 % •..•.•
1 %
1 %
100 %
2
2
2
10.00 feet
13.00 feet
•
•
•
•
•
•...
•
•
•
•
Internal Operating Load Profles
;C = 100)
hr
hr
hr
hr
hr
hr
hr
hr
hr
hr
hr
hr
hr
hr
hr
hr
hr
hr
hr
hr
hr
hr
hr
hr
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
1
C
000UUUUUUU
C
C
U o U U U U U U U U
000UUUUUUU
UUUUUUUUUU
C
UUUUUUUUUU
U U U U U U U U U U
UUUUUUUUUU
U U U U U U U U U U
U U U U U U U U U U
U U U U U U U U U U
U U U U U U U U U
C
C
U U U U U U U U U U
UUUUUUUUUU
C
U o U U U U U U U U
C
000UUUUUUU
C
2
0
0
0
C
C
C
0
0
0
3
C
C
C
C
C
C
C
C
C
4
C
C
C
C
C
C
C
C
C
5
C
C
C
C
C
C
C
C
C
6
C
C
C
C
C
C
C
C
C
7
C
C
C
C
C
C
C
C
C
8
C
C
C
C
C
C
C
C
C
9
C
C
C
C
C
C
C
C
C
10
C
C
C
C
C
C
C
C
C
Chvac - Full Commercial HVAC Loads Calculation Program
►
Elite Software Development, Inc.
_Yahya Consultants Inc.
Coral Springs. FL 33067
. 11
SC Store Barry Uni.
Page 3
Partition
U-Factor
0.360
Cool
T-D
10
General Project Data Input (cont'd)
Building -Level Design Conditions
Design
Month
August
Winter
Outdoor
Dry Bulb
91
44
Outdoor
Wet Bulb
77
Indoor
Rel.Hum
50%
Indoor
Dry Bulb
75
75
Grains
Diff
52.91
I n/Outdoor
Correction
2
Master Roofs
Roof ASHRAE Roof Dark
No. Roof# U-Fac Color
1 6 0.030 No Yes
Roof #1 Description: Flat roof, 6" lightweight concrete deck with 1" insulation, suspended ceiling below with R-19
insulation
Susp.
Ceil
Master Walls
Wall
No.
1
ASHRAE
Group Color
C 0.137
Wall
U-Fac
Wall
L
Wall #1 Description: Block wall, 8" sand & gravel, hollow core, siding exterior, interior finish+ 1/2'•'bead 17.40-8'R-1.8
• • •
•• •
. • ••
Master Partitions
•
• • .
•• ..
•.•
Partition
No.
1
Heat
T-D
1Q
Partition #1 Description: Frame partition, hollow metal framing, siding exterior, no insulatiop.dr fjrtish
Master Glass
Glass
No.
1
Summer
U-Factor
0.360
Winter
U-Factor
0.300
Glass
Shd.Coef.
0.850
• .
Interior.
Shading ....' Shd.Cbef •
•
•
.-•-..
•
•
•
•
•.•
•
•
•
•
1
•
• •
. .
.• ••
•
• •
• ....•
• Intehor •
•• •
0.640
Master Shading Devices
Dist
Horiz
Shade Overh
No. Projects
Dist
Beyond
Right
W.Edge
1 10.00 25.00
Shading Device #1 Description:
2 16.00 11.00
Shading Device #2 Description:
Dist
Beyond
Left
W.Edge
Dist
Overh
Above
Wind
25.00 0.00
Under covered porch
11.00 1.00
Under covered porch
Dist
Right
Fin
Proj
Dist
R-Fin
Beyond
W.Edge
Ht
Of
Right
Fin
0.00 0.00 0.00
11' width continous around
0.00 0.00 0.00
7' width continous around
Dist
Left
Fin
Proj
0.00
Dist
L-Fin
Beyond
W.Edge
0.00
Ht
Of
Left
Fin
0.00
0.00 0.00 0.00
Chvac - Full Commercial HVAC Loads Calculation Program
Yahya Consultants Inc.,
Coral Springs. FL 33067
iii
Elite Software Development, Inc.
SC Store Barry.Uni.
Page 4
Building Summary Loads
Building peaks in August at 11 am.
Bldg Load
Descriptions
Area
Quan
Sen it %Tot Lat Sen s Net %Net
Loss - Loss Gain Gain R Gain Gain
Roof
Wall
Glass
Floor Slab
0
1,399
720
0
0
6,001
6,763
0.00
6.70
7.55
0 0.00
0 0
0 2,306
0 56,157
0 0
0
2,306
56,157
0
0.00
0.76
18.61
0.00
Skin Loads
12,764 14.25 0 58,463 58,463 19.37
Lighting
Equipment
Pool Latent
People
Partition
Cool. Pret.
Heat. Pret.
Cool. Vent.
Heat. Vent.
Cool. InfiI.
Heat. Infil.
Draw-Thru Fan
Blow-Thru Fan
Reserve Cap.
Reheat Cap.
Supply Duct
Return Duct
Misc. Supply
Misc. Return
Building Totals
7,704 0 0.00
7,704 0 0.00
0 0 0.00
130 0 0.00
0 0 0.00
0 0 0.00
0 0 0.00
2,157 0 0.00
2,157 72,182 80.56
0 0 0.00
0 0 0.00
0 0 0.00
0 0 0.00
0 0 0.00
0 0 0.00
0 4,657 5.20
0 0 0.00
0 0 0.00
0 0 0.00
0 26,550 26,550 8.80
0 26,550 26,550 8.80
0 0 0 0.00
36,108 36,108 72,215 23.93
0 0 0 0.00
0 0 0 0.00
0 0 0 0.00
80,296 26,087 106,383 35.25
0 0 0 0.00
0 0 0 0.00
0 0 Om. 0.00
0 1,811 : ••• 1,81T...•' 0.$Q.•••
0 0 •• • 0. 0.00.•
0 0 a•.•.: o.tw..:.
0 0 0 • 0.00 .
0 8,313.••••8,31: • 2't ':
0 1,485 '••• 1,485 049••
0 0 • • D• .: 0!00 • • •
0 0;;„;_ o•• •• CAN). ••
• . .
89,603 100.00 116,403 185,368' 301,77.1 • 100.00.:.
• .
• • ▪ . • •
•• • •• •
Building Sen_ %Tot Lat Sen'' Nee- .• %Net • •
Summary Loss Loss Gain Gain Gain . Gain
Ventilation
Infiltration
Pretreated Air
Room Loads
Plenum Loads
Fan/Duct/Misc Loads
72,182
0
0
12,764
0
4,657
80.56
0.00
0.00
14.25
0.00
5.20
80,296
0
0
36,108
0
0
26,087
0
0
147,671
0
11,609
106,383
0
0
183,778
0
11,609
35.25
0.00
0.00
60.90
0.00
3.85
Building Totals-
89,603 100.00 116,403 185,368 301,771
100.00
Check Figures
Total Building Supply Air (based on a 20° TD):
Total Building Vent. Air (28.53% of Supply):
Total Conditioned Air Space:
Supply Air Per Unit Area:
Area Per Cooling Capacity:
Cooling Capacity Per Area:
Heating Capacity Per Area:
Total Heating Required With Outside Air:
Total Cooling Required With Outside Air:
7,559 CFM
2,157 CFM
7,704 Sq.ft
0.9812 CFM/Sq.ft
306.4 Sq.ft/Ton
0.0033 Tons/Sq.ft
11.63 Btuh/Sq.ft
89,603 Btuh
25.15 Tons
Chvac - Full Commercial HVAC Loads Calculation Program
Yahya Consultants Inc.
Coral Springs, FL 33067
Elite Software Development, Inc.
SC Store Barry Uni.
Page 5
Air Handler #1 - AHU-1 - Summary Loads
Rm Description
No , Room Peak Time
Area 1 Htg.Loss Sen.Gain
People Htg.CFM CIg.CFM
Volume . CFM/Sgft . CFM/Sqft
Lat.Gain 1! Htg.O.A. CIg.O.A.
S.ExhReq.CFM Req.CFM
W.Exh - Act.CFM Act.CFM
2
Book Store
9am August
4,284
60
42,840
5,262
1,221
0.29
73,014
3,535
0.83
16,665
Room Peak Totals:
Total Rooms: 1
Unique Rooms: 1
Main trunk duct size: 14 in. h x 24in.
4,284 5,262
60 1,221
42,840 0.29
w, Velocity: 1,514.9 ft/min,
73,014
3,535
0.83
Pressure drop:
0
0
7.5/P,
0.18/ft2
1,221
1,221
7.5/P,
0.18/ft2
1,221
1,221.
16,665
0 1,221 1,221
0 1,221 1,221
0.167 in.wg./100ft
• .
• . •
.. •
.
..•.
• •
•...
•
.. ..
• ..
• .
. .
• . .
.. .
• .••
• .
•...
• .
.•
. .
..•
..
•
•
• .
• • .
.••
••
•
• ..
• . .
•
.
•
•
.
.
.
Chvac - Full Commercial HVAC Loads Calculation Program
Yahya Consultants Inc.
Coral Springs, FL 33067
111
Elite Software Development, Inc.
SC Store Barry Uni.
Page 6
Air Handler #1 - AHU-1 - Total Load Summary
Air Handler Description:
Supply Air Fan:
Fan Inaut:
Sensible Heat Ratio:
Air System Peak Time:
Outdoor Conditions:
Indoor Conditions:
AHU-1 Constant Volume - Proportion
Draw-Thru with program estimated horsepower of 0.33 HP
0% motor and fan efficiency with 0 in. water across the fan
0.82 --- This system occurs 1 time(s) in the building. ---
11am in August.
CIg: 86° DB, 76° WB, 118.55 grains, Htg: 44° DB
CIg: 75° DB, 50% RH, Htg: 75° DB
Because of the diversity in room, plenum and ventilation loads, the room sensible peak time in August at 9am is
different from the total system peak time, hence the air system CFM was computed using a room sensible load of
73,014.
Summer: Ventilation controls outside air, Winter: Ventilation controls outside air.
Room Space sensible loss:
Infiltration sensible loss:
Outside Air sensible loss:
Supply Duct sensible Toss:
Return Duct sensible loss:
Return Plenum sensible loss:
Total System sensible loss:
5,262 Btuh
0 Btuh 0 CFM
40,873 Btuh 1,221 CFM
2,637 Btuh
0 Btuh
0 Btuh
Heating Supply Air: 7,899 / (1.000 X 1.08 X 6) =
Winter Vent Outside Air (100.0% of supply) =
Room space sensible gain: 69,638 Btuh
Infiltration sensible gain: 0 Btuh
Draw-thru fan sensible gain: 847 Btuh
Supply duct sensible gain: 3,887 Btuh
Reserve sensible gain: 0 Btuh
Total sensible gain on supply side of coil:
Cooling Supply Air: 77,748 / (1.000 X 1.1 X 20) =
Summer Vent Outside Air (34.5% of supply) =
Return duct sensible gain: 636 Btuh
Return plenum sensible gain: 0 Btuh
Outside air sensible gain: 14,772 Btuh
Blow-thru fan sensible gain: 0 Btuh
Total sensible gain on return side of coil:
Total sensible gain on air handling system:
Room space latent gain: 16,665 Btuh
Infiltration latent gain: 0 Btuh
Outside air latent gain: 45,467 Btuh
Total latent gain on air handling system:
Total system sensible and latent gain:
1,221 CFM
1,221 CFM
3,535 CFM
1,221 CFM
1,221 CFM
48,771 Btuh
• •• •• ▪ ••••
•
•• • • •
• • •
••• ••
•
•
•
•
•
• • • • • • •
• • • • • .
• •
•••
••
•
• • •
•• ••
• ▪ • • 74,372. Btuh
• .
• ••
•• •
•••
•• •
• • •
•••
•
15,408 Btuh
89,780 Btuh
62,132 Btuh
151,912 Btuh
• •
•
•
•
•
•
Check Figures
Total Air Handler Supply Air (based on a 20° TD):
Total Air Handler Vent. Air (34.54% of Supply):
Total Conditioned Air Space:
Supply Air Per Unit Area:
Area Per Cooling Capacity:
Cooling Capacity Per Area:
Heating Capacity Per Area:
Total Heating Required With Outside Air:
Total Cooling Required With Outside Air:
3,535 CFM
1,221 CFM
4,284 Sq.ft
0.8251 CFM/Sq.ft
338.4 Sq.ft/Ton
0.0030 Tons/Sq.ft
11.38 Btuh/Sq.ft
48,771 Btuh
12.66 Tons
Chvpc - Full Commercial HVAC Loads Calculation Program
Yahya Consultants Inc.
Coral Springs. FL 33067
III
Elite Software Development, Inc.
SC Store Barry Uni.
Page 7
Air Handler #2 - AHU-2 - Summary Loads
Rm Description
No r Room Peak Time
Area Htg.Loss Sen.Gain Lat.Gain Htg.O.A. CIg.O.A.
People Htg.CFM CIg.CFM S.Exh Req.CFM Req.CFM
Volume, CFM/Sqft CFM/Sgft.. W.Exh i Act.CFM Act.CFM
1
SC Store
9am August
3,420
70
34,200
7,502
935
0.27
83,130
4,025
1.18
19,443
0
0
7.5/P, 7.5/P,
0.12/ft2 0.12/ft2
935 935
935 935
Runout duct size: 22 in. dia, Diffusers: 1, CFM/runout: 4,025, Velocity: 1,524.6 ft/min, Pressure drop: 0.256 in.wg./100ft
Room Peak Totals: 3,420 7,502
Total Rooms: 1 70 935
Unique Rooms: 1 34,200 0.27
83,130 19,443
4,025 0
1.18 0
Main trunk duct size: 26 in. h x 20in. w, Velocity: 1,114.5 ft/min, Pressure drop: 0.097 in.wg./100ft
•
• • •
•• •
•
• • • •
• •
•• •.
• • •
• •
• • •
•. •
935
935
935 935
. • ••
• • • •
• •
•
. •
•. •
•.
• .
•
• •
• . •
.. .•
•
• •
• •
• •
•
•
••
• • •
•
•
• •
Chvpc - Full Commercial HVAC Loads Calculation Program
Yahya Consultants Inc.
Coral Springs. FL 33067
Elite Software Development, Inc.
SC Store Barry Uni.
Page 8
Air Handler #2 - AHU-2 - Total Load Summary
Air Handler Description:
Supply Air Fan:
Fan Input:
Sensible Heat Ratio:
Air System Peak Time:
Outdoor Conditions:
Indoor Conditions:
AHU-2 Constant Volume - Proportion
Draw-Thru with program estimated horsepower of 0.38 HP
0% motor and fan efficiency with 0 in. water across the fan
0.82 --- This system occurs 1 time(s) in the building.
9am in August.
Clg: 81° DB, 75° WB, 119.85 grains, Htg: 44° DB
Clg: 75° DB, 50% RH, Htg: 75°'DB
Summer: Ventilation controls outside air, Winter: Ventilation controls outside air.
Room Space sensible loss:
Infiltration sensible loss:
Outside Air sensible loss:
Supply Duct sensible loss:
Return Duct sensible loss:
Return Plenum sensible loss:
Total System sensible loss:
Heating Supply Air: 9,522 / (1.000 X 1.08 X 9) =
Winter Vent Outside Air (100.0% of supply) =
Room space sensible gain:
Infiltration sensible gain:
Draw-thru fan sensible gain:
Supply duct sensible gain:
Reserve sensible gain:
Total sensible gain on supply side of coil:
Cooling Supply Air: 88,520 / (1.000 X 1.1 X 20) _
Summer Vent Outside Air (23.2% of supply) =
7,502 Btuh
0 Btuh
31,309 Btuh
2,020 Btuh
0 Btuh
0 Btuh
83,130 Btuh
0 Btuh
964 Btuh
4,426 Btuh
0 Btuh
Return duct sensible gain:
Return plenum sensible gain:
Outside air sensible gain:
Blow-thru fan sensible gain:
Total sensible gain on return side of coil:
Total sensible gain on air handling system:
Room space latent gain: 19,443
Infiltration latent gain: 0
Outside air latent gain: 36,094
Total latent gain on air handling system:
Total system sensible and latent gain:
849 Btuh
0 Btuh
6,172 Btuh
0 Btuh
Btu h
Btu h
Btu h
0 CFM
935 CFM
935 CFM
935 CFM
4,025 CFM
935 CFM
935 CFM
•
• • •
•. •
•
40,831 Btuh
r••• •
•
• • • •
• •
• • •
•.•
••
•
•....• 88,5•41!uh
• •
•• ••
•• • •
• •
• • •
•• •
• •
• • •
•• ••
•
•
•
•• •
•
.•
•• •
7,021 Btuh
95,541 Btuh
55,537 Btuh
151,078 Btuh
� •
•
•
•
•
.•
•
•
Check Figures
Total Air Handler Supply Air (based on a 20° TD):
Total Air Handler Vent. Air (23.24% of Supply):
Total Conditioned Air Space:
Supply Air Per Unit Area:
Area Per Cooling Capacity:
Cooling Capacity Per Area:
Heating Capacity Per Area:
Total Heating Required With Outside Air:
Total Cooling Required With Outside Air:
4,025 CFM
935 CFM
3,420 Sq.ft
1.1768 CFM/Sq.ft
271.6 Sq.ft/Ton
0.0037 Tons/Sq.ft
11.94 Btuh/Sq.ft
40,831 Btuh
12.59 Tons
Chvpc Full Commercial HVAC Loads Calculation Program
Yahya Consultants Inc.
Coral Springs, FL 33067
Elite Software Development, Inc.
SC Store Barry Uni.
Page 9
Room Detailed Loads (At Room Peak Times)
Load
Description
Unit -SC- CLTD
Quan CFAC SHGF
U.Fac
-CLF-
Sen.
Gain
Lat.
Gain
Htg.
Mult.
Htg.
Loss
Room 1-SC Store peaks (sensible) in August at 9am, Air Handler 2 (AHU-2), Zone 0, 95.0 x 36.0,
Construction Type: 1 (Light)
Wall-1-SE-C-L
GIs-SE-1-90-Tran
0%S-0-WS-Solar
Lights-Prof=2
Equipment-Prof=2
People-Prof=2
803 0.65 9.3 0.137 1,024
432.0 1.000 4 0.360 622
432.0 0.640 170 0.810 38,071
3,420 1.000 11,670
3,420 1.000 11,670 0
70.0 1.000 19,250 19,250
4.247
3,410
9.300 4,018
Sub -total
Safety factors:
Total w/ safety_factors:
Notes about Room 1:
End of notes about Room 1
82,307 19,250
+1% +1%
83,130 _._ 19,443
7,428
+1%
,7, 502
Room 2-Book Store peaks (sensible) in August at 9am, Air Handler 1 (AHU-1), Zone a, 68.Q•x• 63.0•� , •
1.'
Construction Type: 1 (Light) •••• •�•
Wall-1-SE-C-L 596 0.65 9.3 0.137 760 •... 4.247•• 2,5 3•••�
GIs-SE-1-90-Tran 288.0 1.000 4 0.360 415 •....' 9.�00••• 2,67§
0%S-0-WS-Solar , 288.0 0.640 170 0.810 25,381 • •
Lights-Prof=2 4,284 1.000 14,618 ••••••
Equipment-Prof=2 4,284 1.000 14,618 ;••t•:•
People-Prof=2 60.0 1.000 16,500 16! 500 • . . '
•
• -• .• • •
72,291 16',60t : •• • 5,2;Ei•••
+1% +1% '••'•' +1%
Sub -total
Safety factors:
Total w/ safety factors:
Notes about Room 2:
End of notes about Room 2
• • Y •
••••
73,014 16,665
5,262
Equipment Cooling Loads
Item
Name
Nominal Quantity
Output Type
Sensible Sensible
Nominal Quantity Sensible
Output Type Load
Latent Latent (Btuh)
Latent
Load
(Btuh)
Oven: convection half-size
Miscellaneous Equipment
2,500 Btuh 0 Btuh 500
4,137 watts 0 watts 14,118
0
0
Total
14,618
0
'DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE (NOA)
US Aluminum — Division of CR Laurence Company, Inc.
7500 N.W. 69 Avenue
Miami, FL 33166
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -
Product Control Section to be used in Miatni Dade County and other areas where allowed by the Authority
Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
Section (1n Miami Dade County) and/or the AHJ (in areas other than Miarni Dade County) reserve the right
to have this product or material tested for quality assurance purposes. If this product or material fails to
perform in the accepted manner, the manufacturer will incur the expense of such testing and the AI-IJ may
imincdiatcly revoke, modify, or suspend the use of such product or material within their jurisdiction. RER
reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control
Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code, including.the•High Velocity Hurricane.Zone,._
t PI CRIPTION:•Series`"fH=350" Aluminum•Outswing Entrance Door.,Impact
APPROVAL DOCUMENT: W04-83 Rev J, titled "Series-DII-350 Alum Outswing Entrance Door",
sheets 1 through 11 of 11, including 11.1, prepared by Al-Farooq Corporation, dated 10/05/04 and last
revised on 03/25/16, signed and sealed by Javad Ahmad, P.B., bearing the Miami -Dade County Product
Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade
County Product Control Section.
Limitations:
1 • The doors w/ Narrow frame jamb item #3 (5"x1 "x3.5") is rated to max. DP=70 psf only.
1 Doors are not approved for installations where water infiltration resistance is required.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise
noted herein.
RENEWAL of this NOA shall be considered after a renewal application, has been filed and there has been
no change in the applicable building code negatively affecting the,performance ofthis product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process. Misuse. of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded br the ,words''Miami-Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed, then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be ,provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises and renews NOA 15-0209.01 and consists of thispage 1 and evidence pages E-1 and
E-2, as well as approval document mentioned above.
The submitted documentation was reviewed by Jorge M. Plasencia, P.F.
7.3
�f
MIAMIDADE COUNTY
APPROVED
MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
1' (786) 3 ! 5-2590 F (786) 315-2599
www.miamidade.t;ov/economy,
NT No, 15-0915:02",-
Expiration Date: Fi0; 2021--I ebruary
Approval Date: April 28, 2016
Page 1
•
r
US Aluminum — Division of CR Laurence Company, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No. 14-0333.01 / 12-0628.01)
2.. Drawing NO. W04-83 Rev J, titled "Series-DH-350 Alum Outswing Entrance Door",
sheets 1 through 11 of 11, including 11.1, prepared by Al-Farooq Corporation, dated
10/05/04 and last revised on 03/25/16, signed and sealed by Javad Ahmad, P.E.,
bearing the Miami -Dade County Product Control Revision stamp with the Notice of
Acceptance number and expiration date by the Miami -Dade County Product Control
Section.
13. TESTS
1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure 'Pest, Loading per FBC TAS 202-94
3) Water Resistance Test, per FBC, TAS 201-9.4 • • ••• •
4) Forced Entry Test, per FBC 2411.3.2.1, and'l:.A.' 202-94. .'
5) Large Missile Impact 'Pest per FBC, TAS 20.1 •• • •• •
6) Cyclic Wind Pressure Loading per FBC, TA ' 2t)3t94 ••
along with marked —up drawings and installation diagram of a1u•Vittswinge3e.i wing...•
entrance doors, prepared by Fenestration Testing Laboratory, hag. Reports o. • •
F'l'L-6859, dated 04/03/12 signed and sealed by Marlin D. Briteito+hp. E. '..'.:
(Submitted under NOA No. 14-0331.01 /12-0628.01 /12-0404.O3)•: • •,
2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 ▪ •'
2) Uniform Static Air Pressure Test, Loading m • FliC�0,2-94
3) Water Resistance Test, per FBC, TAS 202-94 '. •• .'
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Forced Entry 'Test, per FBC 2411 3.2.1, TAS 202-94
along with marked —up drawings and installation diagram of alum. outswing & inswing
entrance doors, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.
FTL-6545, dated 08/24/2011, signed and sealed by Marlin D. Brinson, P. E.
(Submitted under NOA No. 12-0406.03 /10-0121.10)
Along with marked -up drawings and installation diagram of a aluminum outswing
entrance door w/ transom and outswing doors w/ sidelites & transom , prepared by
Fenestration Testing Laboratory, Inc., Test Report No(s) FTL-4254, dated 06/28/04,
FTL-4306, dated 08/31/04 and FTL-4320, dated 09/15/04, all signed and sealed by
Edmundo I.,argaespada, P.E.
Jorge M. Plasencia, P.E.
Product Control Unit Supervisor
NOA No. 15-0915.02
Expiration Date: February 10, 2021
Approval Date: April 28, 2016
E-1
US Aluminum - Division of CR Laurence Company, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-2014,
prepared by Al-Farooq Corporation, dated 09/10/2015, 04/06/16, and last revised on
04/16/16, signed and scaled by Javad Ahmad, P.E.
2. Glazing complies with ASTM E1.300-09.
D. QUALITY ASSURANCE
1.. Miami -Dade Department of Regulatory and Economic Resources (RER).
E.
MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company (MA)
for their "Saflex CP - Saflex and Saflex HP Composite Glass Interlayers with PET
Core" dated 06/19/14, expiring on .12/1.1/18.
2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, IF. for tg%; •
"Sentry Glas (Clear and White) Interlayer" dated 06/25/15,WiriQ rg on Q7/04(18'.
•
. .. .
..•.
F. STATEMENTS •
1. Statement letter of conformance, complying with FBC-201I•Afd of to.financial •
interest, issued by Al-Farooq Corporation, dated 08/19/15, sigtle;ijj:,d seated byJavaci;;;;•
Ahmad P.E. • • • • •• •
.. .. ....
G. OTHERS
•
. .
. . • •
• • .
1. Notice of Acceptance No. 15-0209.01., issued to US Aluminurri ; Division of CR
Laurence Company, Inc. for their Series "DH-350" Aluminum OutswingEntPa i t,J oor-•
Impact- L.M.L, approved on 03/19/15 and expiring on02/10/16.
Jorge M. Plxsencia, P.E.
Product Control Unit Supervisor
NOA No. 15-0915.02
Expiration Date: February 10, 2021
Approval Date: April 28, 2016
E-2
•
44" (NANNOYI JAMUS)
45 1/2" (SID.:AMUS)
FIIAME YADTII
42'
UWH OPNG WIT111
41 3/4" MAX.
32 5/0" MAX.
2 t/2' MAX.
li
14
9
O
T
1.1
D.L.OPC. •
15 :/2
3 1/2" MAX. L.
THESE DOORS ARE RAIEU FURLARGE& SMALL MISSILE IMPACT.
SRUIffRS ARE NOT REQUIRED.
FRIES DU- 50
ALUMINUM 011T-sr c EN'VRANCP. DOOR
SEE CHARTS ON SHEET 3 FUR UEGIGN LOAD CAPACITY OF
SINGLE (X) AND DOUBT E (XX) DOORS W/0 TRANSOM.
SEE CHARTS ON SHEET 1 FOR DESIGN LCAO CAPACLIY OF
SINGLE (0/X) AXD SHEET 5 FOR DOUBLE (0/XX) ODORS
WIRI TRANSOM.
00011S CAN ALSO HE USED WITH 014S-500 STOREFRONT SYSTEM.
TOLL DOOM. W1TI1 STOREFRONT SYSTEM SEE SEPARATE NOA FOR
DOOR MULLION CAPACITY AND ANCHORNG REQUIREMENTS.
NHL LOAESF VALUE RESULTING FROM DOOR CAPACITY CHARTS
OR STOPF.:-RONT NCA 1571L APPLY TO ENTIRE SYSTETJ.
DOORS NUT APNROVEU 100 INSTALLATIONS WHERE WATER
INFILTRAPON RESISTANCE. IS REQUIRED_
/
HUMBCR or A110(0R5 AT LUG. Slur ENDS
MAXIMUM
D00R DPW.
DFSCH
I4E(O(T'
SOUSTPATE
LOAD
UWO
WOOD
CONC.
METAL
7% PST-
80'-66 IN.
5
3
.3
UN-PELHF.
too IN
3
4.+
4f
00 per-
110'-sS iN.
G
, 4
r 4
REINF.
10R 1N.
/
5 /
5
LOCK STILE TWINE.
{t— AS REOD.
SEE CHARTS ON
SHEETS 3 11110 5
FOR CAPACITY
/2 /2' MAX.
011RFACL APPUEu
-FALSE MUNHNS-\
MAY DE USED
(NARROW JAMBS)
.� 87,..1/1i(SIO. JAMBS)
d FRAME WBTH
z 1
i 4
L
u
01
x 1
n I.
O o
8
TYPICAL ELEVATIONS
THIS PRODUCT HAS BEEN DES!CNEO AND TESTED TO COMPLY WITH TIE
REQUIREMENTS OF THE 2014 (5TH E01RON) FLORID jTUIISl1�1Ci C011E •
INCLUDING HIGH VELOCITY HIIRREANF. 20NE (TINNY
IBY. OR 21Y WCOD OUCRS BY OTHERS, MUST' UR, ANCHORED IPROPL•L
TO TRANSFER LOADS TO THE STRUCTURE. • • • •
ANCHORS SHALL BE A5 LISTED, SPACED AS SHOWN, ON I riA99S, ArjI 14S • • • • • •
EMBEDMENT TO BASE MATERIAL SHALL BE 0EY0N0 WALL DRESSING OR STUCCO.
ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE
NOT PART OF THIS APPROVAL.
A LOAD DURATION INCREASE IS USED IN OEIGP4OF ilI•R:RORS LN14/000b• �_?. AL SHIMS TO PE HIGH IMPACT, RCN-MEFAL•IC *NO NO N-CO••MPR•SSIRLE. •
MATERIALS INCLUDING BUT NOT (Nino 10 lio'f.foET,I •1CR!WS•I1NT • •
COME INTO CONTACT WITH OTHER DISSOA LAP WIEHIALSSHALL LILi:b Ij1E •
REQUIREMENTS OF THE 2014 FTORIOA RL111(TING CODE.
04"
'OOg7. 079TO INTUIT
4 f 3/4" MAX.
�LfAF,�W1Uili
325/e"+Al0X.
TYP.
v2'.?AA^c
• • •
• • •
•
•
•
•
• • •
••
• • •
• •
• • • •
• • •
• • •
• • •
• • • •
• • • ••• • •
• • • • • •
• • • • • • •
• • • • • • • •
• •• • • • •• ••
• • • • • • •
LOONSIILE REIN1.
AS REED.
//////1- 21E CHARTS ON
SHEETS 14111U 5
TCR CAPACI(Y
\
NC. OF ANCHDP.S Al AIM SIRE ENDS
A435IANNI.
DOOR OPNG.
.—
DESIGN`
1}F6D175'
SUB51W51E
LOAD
UPTO
CONC.
75 PSF
80--96 IN.
R
UN-0LIIF.
100 IN.. _
_ ...._
7
100 PSI'
R0'-06 IN.
REIN E.
:08 1N.
3
PRODUCT REVISED
as cotnplyln with tho Florida
Dollding Code
N0A-No. 15-0915.02
Expiration Date 02/10/2021
sy
MIa - 0 o Product Control
1
/"
Z
1
i
a8
�—:7-7
0
10
uk
2
- `3
..
drowing ro.
W04-83
(sheer-1- of t1 T)
6,
a'
44. (NARROW JAMBS)
41 i/2' (SrO. JAMBS)
FIt.V..0 MOTH
33 7/8"
O.E. Wt..
12'
{?
2" IJA8.
CORNERS
1 \ (9) ANCHORS
• A7 TRANSOM ENOS
AI 5' O.C.
\.^
3 1/2" MAX
IN 1/A'
171,7
• 0
)YPICALLLQIATIONS
(NARROW JAMBS)
_.^07 1/2" (STD. JAN05)
j— nu : 1flO111
at 7/1s-
o... or0.
I
( 12' ; 2' MAX.it
HEAD
3-1/2" 1188.
No. OF AHGgRS
AT UM SIRE FN05
1.W11.1113
010R OP1r!
mops
SUBSTRATEIN:570N
E•
Io
15 PSr
EO'-616 is
• 06
1,6110 u r.
* W.
• ,•
-•---• —
• e•_.
• •--•-
8°- 6 P#
We 44.E
• .0•.
5\
/
J2 I/B" MAX.
D.E. 080.
41 .1/1" MAX.
LEAF 1.10111 .4
• •
• • •'
..,••• •
*•'• • ••
• • • • • • • • • •
• • • • • • • • • •
• • • • • • • •
• • • • • • • • •
• • •• • •• • • •
• • • • • • • • • •
• • • • • • • •
• • • • •
• • • • • •
• • • • • •
• •• •• • •
••• • • • •
• • •
• •
• •
• • •
•• ••
(S) ANCHORS
AT TRANSOM ENOS
AT 5- O.C.
ms
Kg
PRODUCT REVISED
as complying with rho Florida
Building Codo
NOA-No. 15-0915.02
Expiration Date 02/10/2021
By
Miom r Product Control
(toii.U1
z
Ci- ;w
ot▪ ; s
giro
1 Pz
Q ii1ta. MI
0
A C
4
Mowing no.
W04-83
(shoot 2 of 11
DOOR OPNG.
EC CART
WADER1 BELOW
G
US ALUMNUS;
1311S-500 S1U1R5I0LN11 SYSII.N
SEE SEPARATE ROA
-SEE
nom mix 1n0N
AND MIALKIN ANCHORS REQUIREMENTS
LOCK
STILE
45 1/2" j\\_
NAX. „t1 \\_MUt LON
FR/JAE WIDTIR
( X )
END AN(31ONS
SINGLE ENTRANCE DOORS I1/0 TRANSOM
DESIGN LOAD CAPACITY - PSF
GLASS TYPES 'A' & '9'
LOCK OPTION 1
LOCI OPTIONS 2 & 3
WOK STILE
LACK STILE
LUCK STILE
NOMINAL DIMS.
UN -REINFORCED
US -REINFORCED
REINFORCED
DOCK OP33.
D1CR DELI..
ELL. (T)
EL.
En. (4)
EXT. (+)
9:Ix11
HEGH,
( )
Mr. (-)
0,1. (-)
32"
70.0
--_. 75.0
100.0
35"
70.0
75.0
100.0
jr
96"
70.0
75.0
10U.0
-_
42' _
70.0
75.0
1000 ._
32'
70.0
75.0
1000
35"
70.0
75.0
100.0
•-
30"
102"
70.0
75.0
100.0
42"
70.0
75.0
100.0
32'
70.0
75.0
100.0
.- 'Q_. ..
108'
70.0
750
100.0
70.0
75.0
100.0
39
__
42"
70.0
75.0
100.0
FOR LICK OPTION DESCRIPTION SEE SHEET 10.
()
LOCK STILE
LOCK STILE
UN -REINFORCED REINFORCED
FRAME HEIGHT = LEAF HEIGHT + 2.50"
FRAME 151DTN (X DOORS) = SAME LEAF Stink + 2.250" (NARROW JAMBS)
FRAME MOM (X COORS) _ SINGI F I I' f WIDTH + 3.750" (STD. JAMBS)
FRAME WIDTH (XX DOORS) = DOUBLE LEAF WIDTH + 2.50' (NARROW JAMBS)
FRAME MOTH (XX ODORS) : 001/BI F. I FAF WIDTH + 4.0" (STD. JAMBS)
D.L.O. HEIGHT - LEAF HEIGHT - l4.120 (0" BOTTOM RAIL)
0.1.0. HEIGHT -- 1FM' HEIGHT - 17.12.5" (10' BUTTON R/L)
D.L.O. WIDTH = LEAF WIDTH - 9.125"
1100E LFA8 WIDTH = ODOR OPNG WIDTH - .250'
000E LEAF HEIGHT - DOOR OPNG HEIGHT - .500"
NOTE:
GI ASS CAPACITIES ON THIS SHEET ARF
BASED ON ASTM E1300-09 (3 SEC. GUSTS)
AND FLORIDA BUILDING COMMISSION
DECLARATORY STATEMENT DCA05-DEC-219
13/14" ION. lY
GLASS TOTE
?3�
f
1'. r
t
GLAZING DETAtI,
"1/4" IlEA1 SIREN'D CUSS
1 075" Intelloyer , �,'
Sallox CP With PEI, Coro
Oy 'Eosin.. Ciro, ullCo.'
1/4" I0AI SINtN'D.` ASS t-
1 Z
• • • • �-
21 i 22 0. � ►r•
• ' •• • jt
11 }•_ ••• • • _.• i.•_.
x.....rtil ..h`i rc ,
/ i
�--' • ••••J •••---' • •
•
!r'
AT TRANSOM
0
3
DOOR °PSG. WIDTH
.--"SEE CHART REIO77
US ALUMWIAA
OHS-500 STOREFRONT SYSTEM
-SEE SEPARAIE ROA
IONU0011 NULl10N'. A
ATV M1A110N ANCHORS REQUIREMENTS
87 I/2" 11AX. t�,�
\\\\\\ ARRi-0N
FRAME WIDTH 'ND ANCHORS
�
,1 1
110URI.E ENTRANCE DOORS 19/0 TRANSOM
DESIGN LOAD CAPACITY - PSI"
NOMINAL DINS.
CLASS TYP£8 'A' a '11'
LOCK OPTION I
LACK OPTIONS 2 & 9
)ACE STALE
UN -REINFORCED
LACK STILES
UN -REINFORCED
LOCK SINES
RRINYORCF.D
OCOA 0PN0.
R1DM
000A OFNO.
ICICIO
E1,. (+)
int. (-)
Fn. (+)
WI. (-)
FYI. (t)
Da. (-
64"70.0
oo'
75.0
��:l2:0��
100.0
� 72"1
tiiir70-.0.i
00.00x„,.
78"
- _84"
70.0
75_0
100.0
100.0
70.0 .�
75.0
64'
77"
78"
84'
102"
70.0
70.0
75.0
100.0
15.0
75.0
100.0
7o 0
70.0
_.__...
100.0
75.0
100.0
64"
-♦'-72"---
toe
70.0
/0.0
70.0
75.0
70.0
1C0.0
100.0
1C0.0'
84"
70.0
1/4 N"1/41 SIRENS C1A55
.090" IMerloyer
4e0Hy0Inx
8y 'Kmoroy A.wrico.
I/4' 11TAT SIREN') (BASS
•
_GL•aSS__TY.PE•'Ai ✓• • GJ.,4,CS_ .TYPE _'B' • •
• iv
9/16- oXLRALL IAM,NAIIj) BASS i • • •9/16" OV•R�)L IAHIq�7•D G171•S
I .t1ZiNG OEM • • • • •
• • • • • • • • • •
• • • • • •
• • • • • • •
• • • • • • •
• •• •• • • •
• • • • • • • • •
•
•
•
• •
• ••
•
FOR LOCK OPTION DESCRIPTION SEE SHEET 10.
UII:K STILES
UN-RP.INPORCIO)
PRODUCT REVISED
Ds complying with the Florida
Building Code
NOA-No. 15-0915.02
Expiration Dato 02/1012021
Miami oduc! oC ntrol
LOCK STILES
IMINFORT.F.o
4
d.oui.
W04-83,
(.hoot 3"..( 11
SINGLE. ENTRANCE DOORS 1EITIR TRANSOM
DESIGN TAAD CAPACITY - I'SF
NOMINA1. DINS.
CUSS 71PLT 'A' k II'
LACK OPTION 1
LOCK OPTIONS 2 k 3
LOCK STII8
UN-RVINFORCE'D
LOCK STIIF.
UN-REINTORCFD
TACK SINE
REINFORCED
OCOR Owe/C.
INCHES
now OYES.010111 TRx:SI
KIWI TRANSOM
RSIt10
. (-)
)
INI. (t)
1,11A1
12
/0.0
75.0
100.0
10
- 70.0
75.0
10031
24
70.0
.�._ 75.0
1000
36
30
70.0
75.0
100.0
36
/O.0
75.0
100.0
12
70.0
75.0
100.0
18
__. .._
/0.0
75.0
100.0
24
70.0
75.0
100.0
39
LO
.__.-._.�._.....
_. _.
._...._.
3C
10.0
75.0
I00.0
36
70.0
75.0
170.0
12
70.0
75.0
100.0
18
700
-
75.0
1W_0
24
70.0
75.0
100.0
42
30
70.0
75A
100.0
35. 3/4
70.0 --
73.6
100.0 __ ,.,
17
70.0
75.0
100.0
18
70A
75.0
100.0
24
_ __
70.0
75.0
100.0
36
39
70.0
75.0
YI W.O
36
70.0
750
100.0 i
17.
70.0
75.0
100.0
IR
70.0
15.0
100.0
24
70.0
75.0
100.0
39
94
30
70.0
75.0
-
100.0_-_
313
70.0
75.0
100.0
12
70.0
75.0
100.0
18
70.0
75.0
100.0
24
70.0
75.0
100.0
42
30
70.0
75.0
100.0
35-3/4
" 69.6
69.6
100.0
12
70.0
75.0
100.0
10
70
75.0
100.0
35
24
70.0
75.0
100.0
30
70.0
75.0
100.0
12
70.0
75.0 _
100.0
10
70.0
75.0
_
1000
W
24
70.0
75.0
100.0
30
70.0
75.0
100.0
12
/0.0
75.0
100.0
42
10
70.0
75.0
100.0
70.0
24
75.0
100.0
.. _.
30
70.0
71.4 .
_... 100.0
NOTE:
GLASS CAPACITIES ON THIS SHEET ARE
BASED ON ASTM E1300-09 (3 SEC. GUSTS)
AND FLORIDA BUILDING COMMISSION
DECLARATORY STATEMENT DCA05-DEC-219
SINGLE ENTRANCE DOORS 1fiT11 TRANSOM
DESIGN LOAD CAPACITY - )'SF
NOMINAL. DIMS.
CUSS TYPES 'A' k '11'
LACK OPTION I
IDLX OPTIONS 2 k 3
LOCK STILE
l N-RER4FORCEDD1Ri-RKINROSCED
6Xl. (+)
(-)
LOCK sum
Exl. (1)
INT. (-)
LACK STILE
REINFORCED
at }}
NI. (-j
000E TONG
110D111
ROES
000E OM.
NUMTPA450S1
INCHESINCHESWT.
NHCN7
12
70.0
75.0
100A
36
10
_
70.0
_
75.0
--
100.0
74
70.0
75.0
100.0
12
/0.0
75.0
100.0
39
06
18
70.0
75.0
100.0
24
70.0
75.0
....-100.0
12
70.0
75.0
100.0
42
18
70.0
75.0
100.0
24
70.0
73.0
1000
12
70.0
76.0
100.0
36
18
70.0
75.0
100.0
12
70.0
75.0
103.0
39
10'L
-
18
---
70.0
- -
75.0
-
100.0
12
70.0
759
100.0
42
18
70.0
739
100.0
36
17
70.0
70.0
100.0
39
100
12
70.0
70D
100.0
42
12
70.0
700
100.0
f01t LOCK OPTION DESCRIPTION SEE SHEET 10.
•
• • •
• • • •
•
LOCK STILES
LOCK STILLS
UN-118INYO6CCD IU 100080KD
•• •••� • • • • • ••
•• • • • •• • • • ••
• • • • • • • • • •
• • • • • • • • • •
• • • • • • • ' •
• • • • • • • • •
• • •• • •• • ' • •
• • • • • • • • • •
US ALUMINUM
D115-500 STORLTRONI SYSTEM
SEE SEPARATE NOA
fUK 1)001( MULLION
AND MULLION ANCl-ORS REOUIREMEN IS
45 1/2-
MULON
` RAMS 5101) �EN!)tIANCHORS
( O/X )
000R LEAF MOM - DOOR OPNG WIDTH -• .250`
000E LEA6 HEIGHT = DOOR O14G DEIGN I -- .500'•
FRAME HEIGHT - DOOR OPNG. H030110 + TRANSCM HEIGHT
O.L.0. HFIGITT (TRANSOM) TRANSOM HEIGHT -- 6"
PRODUCT REVISED
as complying with the Florida
' Building Codo
NOA-No. 15-0915.02
Expl6ntfon Dnto02/10/2021
154imOI-D. adduct Control
• • • • • • • • • • • •
• • • • • • • •
• • • • • • • • •
• • • • • • • • • •
• •• •• • • • •• ••
• • • • • • • • • • •
sg drowinti no
W04-83
(shoot 4 of1-1)
DOUDI.E ENTRANCE. DOORS WITH TRANSOM
DOUBLE ENTRANCE DOORS R'1TI1 TRANS06(
DRSION LOAD CAPACITY -. PSF
DESIGN 1.0A7) CAPACITY - PSF
N0611NAL DINS.
CIASS T)TES 'A' h '0'
CLASS TYP04 'A' S '0'
LOCK OPTION 1
'IACA 0'16 NS 2 R 1 -
LOC% OPTION 1
In1K OPTIONS 2 6 1
NOMINAL DINS.
LOCK SOLE
UN-REINFO*CE.
LOCK 'STILE
N-ROIOTORCbi
LOCK STILE
REINFORCED;
LOCK slag
ON-REINF'ORCEOIIN-RElNFOKCEl1
LOCK 57117
LOCK SRLE
REINFORCED
DOCK 031D.
WIND
RICHES
170CR OPTIC.
IILCNI
inchtS
IPA0504 101d11
MOMS
661. (I)
0•T. (-)
TRT- a)
on. (-)
Bd. (*)j
itr. (-)
D001 OPIDI.
110111 .
0/41ES
1000 OPN&
11TO11
MC1105
TRANSOM 8110111
Mi0N 5
D0. (4'
64T. (-)
EYf. ((a)
4Y1. (-)
-
f,)[f. (a)
8R- (-)
72
12
18
24
70.0
70.0
703i
75.0
75.0
/5.0
1300
100.0
99.5
72
12
Ifs
24
JO
36
70.0
70.0
75.0
75.0
100.0
100.0
70.0
._._-._.'__-------'---'
70.0 .
/5.0
/5.0
100.0
----'.-----
100.0
---'
12
70.0
75.0
100.0
78
96
18
70.0
75.0
98.7
-10.0
75.0
100.0
24
... ..- --
10.0
.... _�
750
92.4 .•
-___
70
--u
84
80
12
18
24
10
36
---_ 12 ---
.ID
24
.10
35-3/4
70A
• 70.0
75.0
75.0
'100.0
100.0
12
70.a
75.0
88.5
84
18
70.0
MO
9i.0 =
70.0
-
70.0
75.0
- --
75.0
100-o
-----------
100.0
24
- -----
70.0
..._----- _.-_---•
73.0
• 66.0 ..1
17
/0.0
75.0
100.0 i
70.0
75.0
96-1
72
18
70.0
75.0
130.0 11
70.0
70.0
75.0
75.0 _ _-_
100.0
..__. 100.0 -
12
70.0
75.0 --
_- 100.0 <
-
76
102
88
70.0
/5.0
15.6
70.0
70.0
70.0
-
75.0
_75.0 ___
73.6
93.6
J2.7 __
80.9--
12
70.0
/5.0
952
a4
18
70.0
719
'68.9
77
12
70.0
/0.0
100.0
--- 12
18
24
30
36
70.0
70.0
70.0
-70`0
75.0
75.0
75.0
Tao
I0I.0
100.0
100.0
100.0
_-_-
/8
108
12
70.0
70.0
99.0
84
- 12
70.0
70.0
92.1
FOR 1.0CK OPTION OESCRIPDON SEC SHEET
('-) 41
_ --..
le.
70.0
75.0
100.0
70.0
15.0
100 0
TD
e<
11
. 18
24
30_
cs6
70.0.
70.0
70.0
75.0
75.0
„....75.0.......„.
10.30
90.4
97.9
__.-.'�f
•'_
's
_ _ -.
�10.0�•.�
..-75.0"`"-•
iO4.1`
_ _...�
LOCK STILES LOCK STILES..
IM-RElNFORCED REtNFORCEO
• • • • • • • • • •
•
•
• • •
• • • •
• • • • • • • • • •
12
l8
24
10
35-3/4
70.0
70.0
70.0
70.0
69.6
75.0
75.0
75.0
75.0
69.6
100.0
98.7
91.6 ----
90.7
87.1
72
12
IO
24
30
70.0
70.0
/5.0
75.0
103A
100.0
70A
75.0
100.0
70.0
75.0
100.0
78
'
90
12
10
24
30
70.0
75.0
-100.0
700
75.0
1000
70.0
75.0
95.3
70.0
75.0
94.6 -
84
12
,18
24
10
70.0
70.0 ---
----+_75.0
75.0
75.0--__-
l00.0
-- 94.9
-
70.0
_-- 70.0'
71.4
0O_7
--- 07.5
NOEL:
GLASS CAPACIfICS ON THIS SIICEI ARC
BASED ad ASTM F1300-09 (3 SEC. GCS)S)
AND FLORIDA BUILDING COMMISSION
OECIARATORY SIAIFMENI l)CAOS-DEC-219
u
D
it
11
11
R
11
11
11
• •
••
•••
41/34,4
US ALUM0NU51
139-560 510RTTRONT SY$IEl4
SEE SEPARATE RM-/
CON ODOR MULLION
AND MU110N ANCIIONS RCOURFME117S .
i w 000R OPTIC. M'IOTN
SEE CIWRT tEF7
t r
�
1,
1
07 1/2' MAX. -..,_ MU516ON
FRAME N1)111 CND ANCHORS
( O/XX )
I
L
DOOR IFAF WIDTH R OCOR CPI4G Y/o6H-?-250"
0001i LCN' HCIGHT •- 000R OPTIC 11C1GL4f' 600"
•ems }'
PRODUCT REVISED
ns complying with the Florida
Building Coda
NOA-No. 15-0915.02
• • • • • • • • • • expiration oat•02/10/2021
• • • • • • • • • •
• • • • • • • •
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TYPICAL ANCHORS
SFF El EVA1IONS _-•� SEE NOTE SHL'EE
FOR SPACOH: \
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TYPICAL ANCIORS r• 0 •+""r•.:•• • �s'�'_
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11H MAC31NE SCREWS
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&1e'0.C.1
I
'1
M
ALTERNATE LOCATION '-ACCESS HOLE
FOR TYPICM. ANCNORS
LYRICAL ANCHORS
SEE ELEV.
,NOTE,; roR SPACING
DOOR AND (RANSOM HEAD DETAILS CAN DE
tNTERCHANCED FOR VARIOUS SUBSTRATES.
WOOD DUCKS AND METAL STRUCTURES NOI BY US ALUMINUM
MUSI SUPPORT LOADS IMPOSED BY GLAZING SYSTEM AND
TRANSFER 111EM TO THE BUILDIKG STRUCTURE.
7_YPICAI. ANCHORS. SEE ELEV. FOR %%CMG
1/4" DIA. ULTRACON BY 'ELCO' (Fu-.177 KSI, Fy-;SS K51)
INTO 2DY WOOD BUCKS OR WOOD STRUCTURES
1--I/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS)
THRU 18Y BUCKS INTO CONC. 0R MASONRY
1 --I/4" MIN. EMBED INTO CONCRETE (BEAD)
1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS)
DIRECTLY INTO CONC. OR MASONRY
1 -1/2' MIN. EMBED INTO CONCRETE (HEAD/SIU.)
1-1/4" MIN. EMBED INTO CONC. 0R MASONRY (JAMS)✓)
D14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRs)
INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. TH,I. - 1/8")
INTO METAL STRUCTURES
STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.)
ALUMINUM : 1/8" THE MIN. (6063-15 MIN.)
(STEEL IN CONTACT WITH ALUMINUM TO DE PLATED OR PAINTED)
TYPICAL FEW DISTANCE
INTO CONCRETE. AND MASONRY = 2-1/2" MIN.
INTO WOOD STRUCTURE = 1" MIN.
IN10 METAL STRUCTURE = 3/4" MIN.
WOOD AT HEAD 0R JAMBS SG = 0.55 MIN.
CONCRETE AT HEAD, SILL OR JAMBS Yc 3000 P51 MIN.
C-90 HOLLOW/FILLED BLOCK AT JAMBS Ism = 2000 PSI MIN.
PRODUCT REVISED
as complying with Oa Florida
Building Coda
NOA-No. 15-0915.02
Expiration Pato 02/10/2021
Mtami- radiant Control
`%lTITih i
70692
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LOCK OPTIONS
SEE SHEET 10 FOR DESE.tTION
AND SHEETS 3 AIRV 5 1:
UESIGN LOAD RAIIRG
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D.l.'OPC._ I" SW:_ I FAT. WIDTH
(2) 3/0-24 X1,1/2/±T7C.
- MACHINE SCREWS EXTERIOR
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S1IM SPACE
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TOR CAPACITY
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SEC ELEV.
FOR SPACING
11ETAL
STRUCTURE
U
1/4" MAX.
5111t1 SPM:E
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 15-0815.02
Expiration Oato702110/2021
Ex/.ram/
Miami faii6 Product Control
2Or w0OO\IINCK
Olt
WOOD SIRUCICRE
TYPICAL ANCI1O115
11.E ELEV.
/ FOR SPA.PTG
METAL
STRUCTURE
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MIAMI-DADE COUNTY APPROVED
OHS-500 STOREFRONT SYSTEM BY 'US ALUMINUM'
UNDER SEPARATE APPROVAL.
LOWER VALUES FROM DOOR CAPACITY CHARTS OR
STOREFRONT NOA WILL APPLY TO ENTIRE SYSTEM.
(`l
-1R'J Y"'f
1T t.
i
REINFORCING YALE VARY
SEE CORREN/ ffOA OF_
0115-500 STOREFRONT SYSTEM
FOR OETAus
normal
IFAF WIDTII
MOOR OPNS MOTH
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EKIERIDIt
EAF WIDTH
• • • • " • _ • • • DOOR DING WIDTH
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•
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• • •• • •• • • •
• • ••• • ••• •
REINFOOCING WALL VARY
SEE CUIWIFNT NOA OF
OHS-500 STOREFRONT SYSTEM
tors DETAILS
PRODUCT REVISED
as Complying with the Florida
Building Code
NOA-No. 15.0815.02
Eopination Dat 02/10/2021
By --,
Miami- d redact Control
U
't ?
1 ;T
n 1 b
831
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(W04-837
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4.952- - -
.125
2.750
11n 1
- j .8/5 M- 1.750
.094-�
TRANSOM READ
4.969
-.125
2.470
D00R FRAME WAD
ONIIONAL TRANSOM HEAD
2.074
5.090 3.500
i
(3)
1.052
IG
1952
1.090
rI-.125{f
1.952
.135
dIl
1.096
1.952
NARROW JAMD
125
STD. JAMB
4.437
i1 ___1
1u.�
T5 _7
(6) TOP RAIL
8.000
1
-- 1.9381
114545
7.875
6.482
.196
(J 5" BOTTOM RAIL
440
060--
.875 .969
.801�
EXTERIOR GLASS STOP (DOOR)
1.780
21
r-�
280
r.090 tt
--T�� lh .530
-3.029---
s� GLA7ING ADAPTER
i-"
--3.676
r •.l56i
--3.798
(6) HINGE STILE
10.000
.145
8.482
---.156
//) 10" BOTTOM RAIL
.440-•
do 2!
-1.810
)60 .0f5
---...1
INTERIOR GLASS sTql,),(Dgqii
1.177
L9 (f
• • • I
87 • •
• •
(• • • 17% •• •.
INTERIOR GLASS S4L1 OP (TI?ANSOM)
• •
1.264 L-• • •
•
1.270
(t9) LOCK STILE CAP
17501•+- TT
1.4561.199
1
.734
() DOOR STOP (JAMB)
i DOOR S LOP (HLAU)
3.0110t-
I r
.340
• (i5) • 114 FILER • •
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1.i29 • •
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• • • • • • • • • • • •
• • • • • • • •
• • • ••• • • •
• • • • • • • • • •
• •• •• • C • •• ••
4200 • • • 000 • •
(39) SHEAR RIOCK
4.500
0
#12-24 X 1/2' Ft NS
4 PER 107.6
SrFFR. HINGES
(.130' MIN. 111X.)
HAGGEIt
REGENT
C.H. IAVI9EACt
1.500
.750
1.500
.125 a�
(30 SHLAII CLIP
101
LOCK STII F. (IN -ACTIVE)
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 15.0915.02
Expiration Date 2/10/2021
Dy //
Miami-t�a0 ro rct Control
L.. _. - 3.676 I
5G
1 1 c1--$
2.000
tit
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LOCK STILE (ACTIVE)
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93
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LOCK UpTIONS J CN l.s DOORS;
OPTION p1: (j'AIWG HARDWARE)
1400 CONCEALED VERDCAL AFDC DOT OOICE swim
2 PONT LOCK BY DOB-O-NATIC.
KEY OPFRA7f0 ON EXTERIOR
AT 40-1/2" FROM BOROAI.
OP]ION d2 (S9AlI»RO HARDWARE)
3 Fora LOCK SYSTEM WITH 8 PLY M0811Sf.
111)0K LOCK AND 1/2' DIA DOLT DY RECENT.
855 OPERATED on EXTERIOR ARO THUMB T(R8(
OPERATOR ON INTERIOR.
LOCK Al 42- FROM 130T10M.
THROW 804.55 AT TOP A 0011064.
OPi10N 13- (FAA HAROWARF)
CONCEALED VE.RIICAL PANIC EXIT DEVICE 6/I111
2 Pos11 LOCK RY JACKSON COMMERCIAL HARDWARE
KEY OPERATED ON EXTERICR.
AT 313-)/2' FROM BOTTOM.
C.R. IAURENCE A:YXI 1.0CKINC LEVER TRIM OPTIONAL
511)1 F' MORTISE CYLINDER AND MS TYPE CAA
KEY LOCK** ON EXTERIOR
.LQCK OPTIONS DOUDL'i>_ )0ORS:
OPTION 61• (PAC HARDWARE)
ADDYLSEMT
1490 CONCEALED VERRCAI. PANIC. F'XD DEVICE WITH
2 POINT LOCK EY 0011-0-MATIC.
KEY OPERATED ON EXTERIOR.
AT 40-1/2" FROM 001101.1.
INACIIV " AF-
1490 CONCEALED VERTICAL. PANIC EXIT DEVICE WITH
2 POINT LOCK 11Y IX)R-0-1AA11C.
AT 40-1/2- fROM OOTTOM.
AOPFE LEAD'
3 PONT LOCK SYSTEM YR111 0 PLY MORTISE
ROOK LOCK AND 1/2" ow. 110L1 OY REGENT.
KEY OPERATE0 ON EXTERIOR AND BLURB TURN
OPEAOR ON INTERIOR.
LOCK Al 42' nn00 BOTTOM.
THROW DOLTS AT TOP k BOTTOM.
INACTIVE LE/t.
2 POW LOCK SYSTEM Wan
1/2" MA. BOLT OY RECENT.
THUMB TURN OPERATOR ON INTERIOR AT 42" FROM
00(TOM.
THROW COLTS AT FOP 0 00TTOM.
OPTION #3: (PARE LARDWARE)
AG101-.1.EPE
CONCEALED VERTICAL PAFOC EXIT DEVICE WITH
2 POINT LOCK 8Y JACKSON COMMERCIAL HANUWAHE
KEY ()PERMED ON LXIERIOR.
AT 38-1/2' FROM 80TTON.
C.R. IAUREN'CE 8500 LOCKING tEVLR TRIM OPTLLVAL
Baal) 1- MORTISE CYLINDER AND M5 NPE CMI
KEY LOCKING ON EXTERIOR
1N5GIK_LEAE
CONCEALED VERTICAL PANIC EXIT DEVICE WHIN
2 PONT LOCK BY JACKSON COMMERCIAL FNRONARE
AI 30-1/2' tKUM BOTTOM.
1t(N( RS:
4 -i/2 X 4' 11.10 PIECE STEEL owl HINGES U" IV,CCUR, REGENT OR C.R. IAURENCE
AT 0' FROM TOP AND BOTTOM AND 31' 0.C. MAX.
12K.M #
ma d
REQD.
UBSCRO'TlON
NATIONAL
MANP./SU1PUKR/RKMARKS
1
OLD-103
AS HEW.
TRA15011 HEAD
6063-T6
- .
2
D10-105
--Om .116
IX9-.1t9
1
DOOR FRAM HEAD 0R OPTIONAL TRANSOM 11EAO
6063-15
6063-I8
-—
2/000IR
FRN4F JAMB
- .__
3A
010-124
2/000T
._.
ALT. FRAME JAMB
6063-16
-
4
_._...
DID-111
_-0.._.._._..,
1
FRAME SILL
6063-T5
TOP RAIL -__
6063-T5 _
___-___
B
DlD-lO7
1/ LE/F
7
DAD-110
1/ LEAF
.._._..__._
0" Rolm RAT_
6053-15
-
7A
n10-141
1/ LEAF
ID- BOTTOM RAIL
C063-15
8
DLO-114
1/ LEAF
TINGE S111E
6063-T5
-
9
DLO--115
1/ IEAE
LOCK STILE ON -ACTIVE)
6063-T5
-
_ -
to
010--116-_
1/ LEAF
LOCK STII1 (ALINE) -_ . _
6063-15
- ___, ____._--,.
_- 11
010-117
I
_-- _._,-_
CAP AT LOCKED STILL. _..-
6093-15
-
12
1
DOOR STOP AT WAD
6063-T5
-
13
_0LU-106
BCE-460
_
2/ 000R
BOON STOP AT JAMB
6063-15
-
15
BCE-475
AS RE00.
RAT FRIER
6UU.1-10
-
16
m0-125
AS RE00.
TRANSOM CIACINJ AOMTOR
6063-T6
-
17
DIU-10Z
AS 11190.
IFRF.PoOR CLASS STOP TRANSOM
5063-T5
-
18
DLO-100
4/ LEAF
EXTERIOR CLASS STOP 000R
6003-15
-
-_
10
0LD-105
4/ LEAF
INTERIOR CLASS STOP (DOOR
6063-T5
-
21
AS RF.00.
INTERIOR GASKET
EMS
TR-5706W, DUROML.IER 7035
22
-
AS 11E00.
EXTERIOR CASK(T
EPDM
111IX -723Sr, MOMETEN 6035
23
2100
AS 8E00.
CLA7INC TAPE
-
24
G6-75
AS NERD.
INTERIOR SPACER
-
IMPACT SYS. _ _
25
00111 995
AS RECTO.
GLAZING COMPOUND
SILICONE
00'N 095
27
1350
AS RE00.
SETTING (LOCKS AT 1/4 POINTS
EPDM
-
00RD110I1R 8035 SHORE. A
- -�- -
20
I12 9 t-1/4"
At; RE00.
FRAME ASSEMBLY SCREWS
P.H. SKIS
30
/10 X 1'
A5 RE00.
_
ASS('LIRIY SCREWS _ _ -
-
-
F.H. SUS
31
i17 X 3/4'
A5 RE00.
ASSUABLY SCREWS
-
MACHINE SCREWS -_--,
32
10-24 X 1/2"
4 LEAF
DOOR STOP SCREW:
-
F.N. ARCHIE& SEAMS
33
(2-24 X 1/2'
1/ HASP
1014CE INST2LIAUON SCREWS
F.N. M4CIINE :CHEWS
35
E.236
..
-
UULD WEATHERSTRIPPING
--
-
UITRAFA8
POLYPROHLFI4E BASE. TPE BULB
BASE HUHU DU, RUIU DURO 73
36
142,6-K
-
PILE 161TH RN WEAINERSIR6'PING
1R .T(UJA0
38
-
-
SHEAR CUP. 4-1/2" LONG
.. _. -
ALUMINUM
-
39
1X1-4
-
SHEAR BLOCK
6063-15
_ -.__ -_ _
40
-
2
3 X 2 X 1/0" ANCLF, 1-3/4' LONG
ALUMINUM
-
41
-
AS REU3.
REINFORCING OAR, FULL 1EN1:M
STEEL
(-1/2' X 1/2'
42
-
2/ LEAF
.. -_
SLUSH BELT GUIDE f,1UNNEL
MUH'NULL
3' LUNG
r43
-
2/ MINCE
LANCE I1E'N10RCIN6 RAMS
AI HURO A
1-1/2' X 1/4" X 8' LONG
SEALANTS:
FRAME CORNERS, ASSEMBLY SCREWS ADD HEADS OF
ANCHOR SCREWS AT SI1.1. TO BE SEALED WI114 SEALER.
LEAF JOINIS SEALED WITH SILICONE.
•• • • • • • • • • ••
•
• • •
• • • •
•
•• • • • •• • • • ••
• • • • • • • •
• • • • • •
• • • • •
• • • • •
• • •• • ••
• • • • • •
PRODUCT REVISED
as complying with (Bo Florida
Building Code
NOA-No. 15-0915.02
• • • lopirationOnto 02/1O12021
• • • ; • • • ray
• • 141inm - 0 Walla Control
• • • •
• • •
•
•
•
•
• • •
•••
• • • • • • •
• • • • •
• • • • • •
• • • • • •
• • • •• ••
• • • • • •
_TRAMSOM c9Rrn R
Fft E_ E_COMIIi
As
•• ••• • • • • • ••
•
• • •
• •
•
•• ••• •• • • • ••
• ••• • • •
• • • • •
• • • •
• • • • • •
• • •• • • •
• • •••
•
••• •
• •
• •
• • •
• •• •
••• •
•
PRODUCT REVISED
as complying with the Florida
Building Code
• NOA-No. 15-0915.02
•
• • • F4,irotion Oato02/10/2021
• • •
• B��
••• •
•it11�i5J
• • ••• • •
• • • • •
••• • • •
• • • • • •
• • • •• ••
• ••• • •
rodact Control
fi
MC (SOS) E84, 3;11
droving no. )
WO4-83
shceltlof 1t1
/12-24 X 3/4•
P.R. M SCREWS
3/8-20 0 1-I/2"_
IMCCUNE BOLTS
ALMA PLATE 4" LCH _ \\
30
2-1/2"LONO
k
DOOR for CEENFR
--4
112-24 X 3/4"./
P.H. M SCREWS 1•
'I
(2) 3/1-20 X I-1/2"-
MACHINE BOLTS
•
A � 6' Iotr.
AL011 PIA1E ,
0' LONG
If HOIIUM RAIL CORN.
I12-24 X 3/4"1�
PH M SCREWS I i
(3) 3/8-20 X 1-1/2"_
VACIIINE ROLLS
111
8" I ONO
•• • • 4
• • • 0 •
• • •1 •
• • • • 4 •
• • • • •
•• •••. ••
• • • .�11:f4±'IATE• �b •
Lac• • LO• 4
•
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• . •. • •
�
10•• BOTTOM RAIL CORNER• • •
•
•
y�R
••
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112-24 X I/2"_
Fit M SCREWS
_112--24 X 1/2"
F.H. M SCREWS
EXlER(0R ..
�/ INIE R101f
FRAME BOTTOM CORNER
••
PRODUCT REVISED
as complying with the Florida
Building Code
MOA-No. 15-0915_02
• • • • Expiration Dato02I10/2021
• • •
• • • Bo
• • 141"
Product Control
• • • •
• • • • • • • • • • • •
• • • • • • • •
• • • ••• • • •
• • • • • • • • • •
• 0• •• • • • •• ••
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DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)
BOARD AND CODE AD,IIINISTRATION DIVISION
NOTICE OF ACCEPTANCE (NOA)
US Aluminum, Inc. — Division of C.R. Laurence Co., Inc.
7500 NVS' 69'h Avenue.
Miami, 1 L 33166
SCOPE:
phis NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Ilaving Jurisdiction (AIIJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
Section (in Miami Dade County) and/or the AFiJ (in areas other than Miami Dade County) reservc.tlie right
to have this product or material tested for quality assurance purposes, if this product er niaterinl•fails to
perform in the accepted manner, the manufacturer will incur the expense of such test*g and thp•Akilemay
immediately revoke, modify, or suspend the use of such product or material within•ttrCtr•jlrrisdiction. RER
reserves the right to revoke this acceptance, if it is determined by Miami -Dade CM111tf Product Control
Section that this product or material fails to meet the requirements of the applicable lathrcfhiiri cvd'e. • •.
This product is approved as described herein, and has been designed to comply w�t�i i�[e: F •tidy 13uilding
Code, including the I-Iigh_V.elocity_Hurricane 'Lone. • • • • • •
?�FSC Ri 1101`1:.Seizes•"DITS-5QQ' -�lunii uni ,4`toi off cinf'�5ys em - .i;.Itit:I"�"y
APPROVAL DOCUMENT: Drawing No. W02-27, titled "US Aluminum Series `DIIS-500' Storefront
Sys.-(I.,.M..l.)", sheets 1 through 11 of 11, dated 03-29-02, with revision G dated 02/11/14, prepared by Al
Farooq Corporation, signed and sealed by Javad Alimad, P.E., bearing the Miami -Dade County Product
Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade
County Product Control Section.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
model/series, and following statement: ",Miami -Dade County Product Control Approval", unless otherwise
noted herein.
RENEWAL, of this .NOA shall be considered after a renewal application has.been filed and there has been
no change itt the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process. Misuse of this NOA "as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA. shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and
followed by the expiration date may be displayed in advertising. literature. If any portion of the NOA is
displayed, then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official,
This NOA revises and renews NOA# 11-0927.06 and consists of this page 1 and evidencepages E-1, E-2
and E-3, as well as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez, P,L.
MIAh1I-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
T (786) 315-2590 F (786) 315-2599
www.mlam idade.govlceono fnv
MIAMI•DADE COUNTY
^4.:* APPI(O
NOA lVo 14'0331:02--.
Expiration Date: May 20; 2019-�—
Approval Date: May 08, 2014
Page 1
US Aluminum, Inc. —Division of C.R. Laurence Co., Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. :DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No. W02-2'7, titled "US Aluminum Series "DHS-500" Storefront Sys
(L.IvI.I.)", sheets 1 through 1.1. of 1 1, dated 03/29/02, with revision G dated 02/11/14,
prepared by AI-Farooq Corporation, signed and sealed by Javad Alunad, P.E.
B. TESTS
1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) I1n.iform Static Air Pressure Test, Loading per FBC TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94 . • • • •.
4) Large Missile Impact Test per FBC, TAS 20;;94.: • • • •
•
5) Cyclic Wind Pressure Loading per FBC. TAS .1Q3 94 •.. •.;
along with marked -up drawings and installation diagram of serieo l4S-500 ah.minum•
window wall/storefront system, prepared by Fenestration Testing' vratoizi, I 1, •
'Pest Report No. VII.,-6554, dated (37/08/11, signed and sealed bit i1'l'arlin D: I3rinson,
•
P.E. . . . • .
(Submitted under previous NOA No. 11-0927.06) .
2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 • • •
•
2) Uniform Static Air Pressure Test, Loading p:r FOB: TA3 202-94 •
3) Water Resistance Test, per FBC, TAS 202-94•• • .•'M•.
•
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation. diagram of series DHS-500-1
aluminum window wall system, prepared by Fenestration Testing Laboratory, Inc.,
Test Report No. FTL-6075, dated 10/19/09, signed and sealed by Julio E. Gonzalez,
P.E.
(Submitted under previous NOA #10-0308.02)
3. Test reports on: I) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) large Missile Impact Test per FBC, TAS 201.-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of series DIIS-500-1
aluminum storefront system, prepared by Fenestration "Testing Laboratory, Inc., 'Pest
Report No. I1.L-5662, dated 06/19/08, signed and sealed by Carlos Rionda, P.E.
(Submitted guider previous NOA 409-0218.05)
E - I
Manuel Perez P.E.
Product Cont Exai4iincr
NOA N6..14r031,02
Expiration Date: May 20, 2019
Approval Date: May 08, 2014
US Aluminum, Inc. — Division of C.R. Laurence Co., Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS (CONTrNUED)
4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC 'I'AS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with harked -up drawings and installation diagram of series DHS-500 aluminum
window wall system, prepared by Fenestration Testing Laboratory, Inc., `Pest Report
No. FT'.L-4115, dated 03/24/04, signed and sealed by Edmund() Largaespada, P.E.
(Submitted under previous NOA. #04-0331.02)
5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 ."•
2) Uniform Static Air .Pressure Test, Loading I}t1: PIi f` TAS 2()2-04 • •
3) Water Resistance 'Pest, per FBC, TAS 202-941..... . •.' • i '
4) Large Missile Impact Test per FBC, TAS 204e9.1• • •
5) Cyclic Wind Pressure Loading per FBC, TA.S'2G3.94 ' •
along with marked -up drawings and installation diagram of series ISi-IS-506 alurinum • •
window wall system, prepared by Fenestration Testing Laborato ,Itie., Tc•441t4ort
No. Y1I..-4042, dated 01/26/04, signed and sealed by Edmundo:14 •gtespada,
•
(Submitted under previous NOA #04-0331.02) •
C. CALCULATIONS: • • •
•
1. Anchor verification calculations and structural analysis, complying with FBC-2007
and FBC-2010, prepared by Al-Farooq Corporation, dated 09/15/11, signed and sealed
by Javad Ahmad, P.E.
(Submitted under previous NOA No. 11-0927 06)
2. Glazing complies with ASTM E1300-04
1), QUALITY ASSURANCE
I . Miami -Dade Department of Regulatory and Economic Resources (I ER)
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 13-01.29.27 issued to E.I. DuPont DeNemours & Co., Inc.
for their "DuPont Butacite® PV1 Interlayer" dated 04/11/13, expiring on 12/11/16.
2. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNeinours & Co., inc.
for their "DuPont SentryGlas® Interlayer" dated 08/25/11, expiring on 01/14/17.
3. Notice of Acceptance No. 13-0814.01 issued to Oldcastle Glass Inc. for their
"StornaGlassTM Glass Interlayer", dated 10/24/13, expiring on 12/1.1/18.
l? - 2
,Manuel Pere7,,A'.E.
Product Control l U nIner
y.- NOA No. 149 31.02
Expiration Dalct May 20, 2019
Approval Date; May 08, 2014
US Aluntinumi Inc. — Division of C,R. Laurence Co., Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
1. Statement letter of conformance, complying with FBC-5'h Edition (2014), issued by
Al—Farooq Corporation, dated May 1, 2014, signed and sealed by Javad Ahtnad, P.E.
2. Statement letter of conformance with the FBC-2007 and FBC-2010, and of no
financial interest, dated December 05, 2011, signed and sealed by Javad Ahmad, P.E.
(Submitted render previous NOA No. 1.1-0927.06)
G. OTHERS
1. Notice of Acceptance No. 11-0927.06, issued to 1JS Aluminum, Inc. -- Division of
C.R. Laurence., Inc. for their Series "Delta Doors DHS-500" Aluminum Storefront
System, approved on 12/15/11 and expiring on 05/20/14. ....
• •
....
• • . •
..• •• .. •
.
....
•
• . •
• .
• . . . .
.... ....
• .
•
• .
. .
•
.
• .
•• •
. . ••
.. .
.. .
. . .
.k r:
•
tti
Manuel ket: :, 1',E.
E-3
Product Control Examiner
NOA No 4.4_.14331.02
Expiration Date: May20, 2019
Approval Date:
• •
z
0
-3
1.- a
' .i
.. ci
4' MAX. 1VF
;ICAO/SILL
CORNERS
f
.S
v
O
4:
1-
rc
4" MAY. TYP.
HEAT)/SIL:.
CCRNERS
F•
D.1. UPC. ter° a:L oPC`
�
-SEC SHCEf 2 �+%9��" SEE SHEET 2
.w- -
- •
L, ',l-I I
US ALUMINUM SEl!l S 'OITS-500'
ALUMINUM WINDOW WALL STOREFRONT SYSTEM
TIf15 SYSTEM MAY BE USED IN CONJUNCTION WITH 1AIAM1-OAOE
COUNTY APPR'D IARGE MISKII E IMPACT RESISTANT DOORS.
LCWER DESIGN PRESSURE FROM STOREFRONi ON DOOR APPROVAL.
WILL APPLY TO ENTIRE SYSTEM.
(r)
1 1_2" 1AAY. I
t2FAO/SI.L
CUOC REOUHdMLNTS FOR SAFEGUARDS MUSI BE OBSERVED.
THIS PRODUCT HAS BEEN (M.SI(XJED AND TESTED TO COMPLY WITH THE
REQUIREMENTS OF Tii4. 4 L014IOA TWIT DING CODE INCLUDING HISH
VELOCITY MURR.CANC ZONE (INTO.
WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER
WADS TO THE STRUCTURE..
ANCHORS S11ALL DE AS LISTED. SPACED AS SHOWN ON DUNES. ANCHORS
EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESS,NC CR STUCCO.
ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE OF_r/aas
ARE N01' PART OF Tt4S APPROVAL.
A 1.0A0 CU4AIION INCREASE IS USED W CL SIGN 0E 0)4010RS IN10 'DOM/ ONLY.
MATERIALS g,CLOD:NC BUT N01 EDDIED TO S1EE1/I.IETAL SCREWS. 111/1 COME INTO
CONTACT W111 0i11ER DISSIMILAR MATERIALS SHALL MEET TILE REQUIREMENTS
Of IRE FLOPIUA BLOC_ CODE.
D.L. OPC.
sEE s110E5 2
II f f I- I I
(F
7/
(D)
1'i.1TI I ,-11-11 ! j 1 ---
MAX. MULLION SPACING i —^
SU- SHELL 3 1`ANCHCHS TYPE A'U Utc C
'-2. 3 OR .4 A' EACR SIDE OF MULL
„ SEE. S'-ifE T 4
TYPICAL'" FLEVATION$
D.L.O.
D.L.O.
THIS SYSTEM IS RATED FOR LARGE Fi SMALL MISSILE :MPACT.
4NI ILRS ARE NOf REQUIRED.
INSTRUCTIONS:
US_ CIWiTS AS F(mOWn.
STEP 1
SJ
STEP 3
STEP 4
STEP_
0CIERMINE DESIGN WIND WOAD RCWIRTMENT [3A jE0 • • •
ON WINO VC.CCC11Y. ULOC. HEIGHT. WIND lOgL
USING APPIICADI4 ASCE 7 2 0111:ARO. • •
SEE CHAKIS ON SHEET 2 FOR DESIGN LOAF) • •
CAPACITY OF DESIHEU GLASS SIZE. •
/
/
i/
4'
/ II /7
\
\ tT 7
F
jl SEE 'US:7lUlAIR4 M'
IU0ACr ODOR sus
;I rot 000E RATING
I; O. OFTAA S. \
T
v,
g
f i
ANCHORS A, D f1R C.
Al DOOR ANTI.
:EC :i ICEUS 5 6
FOR QLA1N11(1F5
`err
4" MAY. TYP.
i/U0/SRL
COHNU4S
O.L. OPO.
SEE SHEET 2
HEIGHI = FHAME IIEIGHI - S.ti' (WINEOW WAi I SYS. W/D 110RI7UNTAI S)
WIDTH = FRAME WIDTH - S.5" (Si.NCLE PANEL)
MULLION CL TO CL SPACING -- 3.75" (MULTIPLE PANELS)
• • • • • ••
•
• •
•• • • • •• • • • ••
T.I*clC M it IteN CAPACITY FOR A (NE'N SPACINC AND
HE)CH1 USING C.HARIS ON 5l:CET 3 FOR STOREFRONT
MULLION AND SHEETS 5 & G FOR 000E IAULIION.
THE CAPACITY SHOULD EXCEED THE DESIGN LOAD.
• • • • • • • •
I2SINC F71ART5 ON SHf FT 4 FOR SIOR•-RO•T 1.711•ON • • •
ANO CHARTS ON SNCETS 5 A 6 FOP emoisMULlt•I • •
SELECT ANCHOR OP110N YA11f DESIGN RATNG OOI• • • •
NON ULSION 1.0A0 SPLCIFiLC IN SILP•I APANE. • • • •
• • • • •
111E I Ol'1FST 'MINE KSIA MI FROM STEPS 7. 3
AND a SHALL APPLY TO E5TtRE SYSTEM.
• •
• • • •
• • •
• • • •
• • • •
• ••• ••-.
LAMINATED GLASS
LAM. IiNSUI,. GLASS
LARGE MISSILE IMPACT
Eng,: JAVAD .\IVAO
Gvll
FLA. Pt 1 70392
G.A.11. ;sx
1:
11
1
-1.3217t
Nol)NC r I(ILVIS1i)
,mplyiog with !Pc Wori,h
nilding Cod;
l5 pi/salon lhle?-7 1•. •I G�)i�!
`Y M5me l).ufe Product
Coa?F,I .. ,
• • • • • • • • • • • •
• • • • • • • •
• • • • • • • • •
• • • • • • • • • •
• •• •• • • • •• ••
• • • • • • • • • • •
i
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Brow., y no.
IW02-27
(theet1
CLASS LOAD CAPACITY - PSF
('.LASS LOAD CAPACITY - PSI,
7
1/4" 19"/17 II4ENU Ct ASS HEM SIN-N'0 CLASS
N041NI1.
0.4.0. V60I31
DIMS-
D1.0. SOCHI
GLASS TYPES
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TYPE.-
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C%r,(;)
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OLO- 110:1I/
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'A' k •8'
EXT.(1)i INT.(-)
CIASS
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EXT.(/)
TYPE
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GLOSS TYPE
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EXT-(4), IAI.;-)
x--1/4"
1190Irlerla }
\ " yer \ .075 1rterlayer
DUPor.l SentryClos k Storm:11ns;
'f•J- (h.f'nol lie Nenwv & Co.. Inc.' \ ❑ 'O:deosUn Puild,n Enveb
DOQ CORPORATION a1
& PRODUCT DCVELO)'M CM' I;
)7 AVE
3IDA 33174
0.8300 ..,.. FAX.(305) 262-5978
28'
32"
31i
4ti
44"
48'
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(A
I0an
160.0
100.0
100.0
1030
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1 100
1300
130.0
1300
1300
1300
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170C
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1200
1200
1700
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100
120.0
1120.0
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130.0
1.100
13031
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800
000
800
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800
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830
630
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44'
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1300
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130.0
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100.0
1C0.0
130.0
120.4
1203
120.0
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130.0
80.0
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11(0.0
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36"
I08
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1300
1100
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80.0
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56'
100.0
130.0
1200
130.0
80.0
80.0
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100.0
1300
1 n0
I30.c
80.0
a0o
=i•
60'
100.0
130.0
170.0
130 0
80.0
80.3
44'
100.0
130.0
120.0
130.0
80.0
80 0
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1300
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800
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X
32'
36
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100.0
__
130.0
_.__
1700
_____
(30.0
A4.0_
800
36'
114
C0.0
1C0.0
30
130.0
1200
3300
800
80.0
Inc.'_
\ - 1/4- DEA1 STREW) CLASS
NEAT
SIREN'U GLASS
V
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40'
44'
42'
109.0
1C0.0
130.0
130.0
1200
1200
1300
_-
1300
800
8C0
800
-
800
40'
44"
(C0.0
ICO-0
130.0
130.0
1200
120.0
130.0
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ao.0
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800
80.0
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800
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Interlayrr
Uuto•_ac PVII
'E.1. DuPont 0c
Nc,noms t,: CO.. IOC..
1
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Ka
-1
48"
100.0
130.0
1200
130.0
800
8130
44-1/4-
114-1/2-
IC0.0
130.0
120D
130.0
81.0
800
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I20.0
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80.0
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GI ASS
A!1-5acs Series 'Je
; US A)-r,inum Inc
Divisicn Of C.R.
75C0 69T:I 4V:
33166
5: -0:77
56
60'
100.0
'00.0
130.0
130.0
120.0
1700
130.0
130.0
80.0
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MO
80.0
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1
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00.0
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100
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1100
1200
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1700
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1300
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771'
32"
10031
103.0
I00
130.0
12331
700
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130.0
80C
800
80.0
80.0
'
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_
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4 �31
103.0
Liao70.0
130.0
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100.0
130.0
:280
130.0
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103.0
103.0
100.0
13C.0
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130.0
12J.0
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130.0
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_
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6(1'
100.0
130.0
173.0
1;.00
800
COD
-- -
c
78'
100.0
13C.0
120.0
110.0
130.0
80.0
00.0
80.0
E0.0
• • • •
•
•
37'
36'
/0"
44-
18'
52"
66'
90-
IlA.O
100.0
IOO.D
100.0
-' " '
103.0
100.0
100.0
130.E
130.0
130.0
1100
-
I300
(JC0
isc.0
'JUA
(70.0
t20.0
120.0
'-
:23.0
1700
170.)
130.0
1300
130.0
130.0
-
1300
(300
130.0
80.0
• 80.0
80.0
80.0
---
800
80.0
00.0
E0.0
COD
80.0
PO0
---
80.0
1U.0
E00
• • • • • • • • • • •
-
• • • • • • • • • •
• • • • • • • • • •
• • • • • • • •
Ni IF• •• • •• •• • •• • •
CIJM3:, CANV.CITIES 0M•1HISi3IiEEI. Pi.i• •
Cnyr..(AVAO MAW.
c1h:
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CA.N. 113U
) .
f.: `;
. .
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11 complying with 'NISEI)
Mtnri3u
Ilnild:..0 l.nk
Arceplaaa: No;C:, . .7's (1/,ry
l:1lln0l(0l Date ,+; r .: YT:I 9q
. fd '/
11).i 4,� : -Gi. i `>
\1unU U:deP104ueU.Wnw7
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BASED ON ASTU E1300-09 (3 SIC.. (1II;rS).
.
-
[W02-27J
rslu1012o) 11 )
• • • • • • • • • • • •
• • • a • • • •
• • • • • • • • •
• • • • • • • • • •
• • • • • • • • • • • •
• • • • • • • • • • •
JAIL)) k T1U1310N LOAD CAPACITY - 15F
JAMB 74 MULLIONS 711'IIOUT IN'I'EBNEUTATE 11UI)I7,UNI'ALi
IAMB
NOMINAL DIMS. 31'
00). (1)
0V111 (0) 1116)6 Ulan h11. (-)
37" i 00.0
36' 800
40" - 80.0 ..
44" _ 8nn'..
4.8' 72 _ 80.0
51 80.0
80.0
60- 800
80.0
80.0
37'
36'
40'
44'
48'
57'
SG -
An'
78"
80.0
130.0
80.0
80.0
80.0
00.0
uu1J.4)N
9.11.
EX1. (4)
041. (-)
103.0
103.0
103.0
101.0
; 00.0
I60.0
100.0
1011.0
1000
100.0
100.0
ion0
1110_0
100.0
10).3
100.1
MULLION
1,12.
_
t%I. (1)
Lur. (-)
' 30.0
3C.0
1.530
3 n
133.0
;13.0
:37.0
13'10
130.0
130.0
130.0_
LY n
1.50.0
130.0
130.0
1 An
MULLION
tXl. (4)
4.11. (-)
130.0
30.0
130.0
• tin
130.0
130.0
130.0
00
1300
130.0
130.0
1370
70
31.0
130.0
:31.0
11ULJ0N
f Xl. (+)
41. (..)
130.0
1300
130.0
Lin0
130.0
130.0
130.0
130.0
130.0
130.0
130.0
130 0
130.0
:30.0
130.0
1.33 n
MCIJ.10N
N5'
(+)
RI1. (..)
130.0
1.10.0
130.0
130n
130.0
130.0
130.0
1300
130.0
130.0
130.0
13n0
130.0
130.0
1300
1.10.0
32
36-
40-
44"
48'
52"
a6'
60-
81
80.0
80.0
80.0
800
90.0
80.0_
No.0
80.0
100.0
100.0
100.0
100.0
96.5
91.0
86.5
40.n
130.0 133.0
130.0 :31.0
130.0 130.0
3,13 13.70
130.0 133.0
130.0 137.0
130.0.. 133.0
1300 133 n
137.0
' 37.0
130.0
130.0
;30`0 130.0
1.13.0 l in 0
1.30.0 130.0
:30.0 130.0
:30.0 130.0
130 0 Linn
32"
40'
44"
48"
52"
56"
60-
4n"
80.0
.,..._. 80.0
80.0
8nn
80.0
89.0
80.0
80.0
100.0
180.0
354
84.1
87 )
71.1
40.0
40.n...._
130.0
130 0
1_10 0
1301
130A
1370
130.0
130.(1
30.0 137.0
133.0 1350
1300 1370
1.\10 1.33.1i
133.0 133.0
1300 1.13.0
130.0 130.0
1.Y1.0 1300
32-
36"
40"
44"
48-
5l
50-
96"
80.0
80.0
80.0
._ - 80.1
80.0
8(1.0
80.0
00.0
100.0
93.,
17"
36"
4l
41
48
5e
56'
9U
80.3
80.3
103.0
win
80.0
00.0
80.0
82.5
/611
70.7
43.0
43.0
400
96.5
85.6
7N.8
130.0
130.0
1300
1VIn
1300
1251
1163
175
153.0 130.0
13).1 130.0
133.0 130.0
1300 1300
133.0 1300
1310 1300
130.0 130.0
179.5 1.0)')
/AAMU & NULUOY !DAD CAPACITY - PSF
JANI1 14 J1111.1 IONS BITIN/UT INTXEMEBIATE 1(OLUYA)
JAMB
NOMINAL. DINS. JI'
I x1. ( )
100)0 (0) 11LLU1101011 Gll. (-)
32
3fi
43-
44"
43'
57"
56'
102"
37-
36"
40
44"
48'
'iL
32
36-
40"
44"
48
37-
108-
114"
36"
40" 170"
44"
48"
300
00.0
80.0
3011
80.0
30.0
80.0
80.0
80.o
80.0
80.0
40.n
d0.0
80.0
80.0
80.0
BOO
80.0
40.0
80.0
60.0
/8.1
72.4
3111JJ0N
1.11'
t Xl, (4)
011. (-)
10.0
M1)1110N MUL110N
'Al2' 53
t%I. (4) 441. ())
!VT. (-) f111. (-)
130.0 130.0
10.0 130.0 130.0
30.0
I.i0.0
130.0
130.0
7300
130.0
130.0
i8.0 1,16.0 130.0
-__....._- 40n170.11.0.0
40.0 117.0 130.0
40.0 _-- 109.5 12F.1
400 102.2 1188
400 110 0 110.0 130.0
40.0 130 C 130.0 1300
400 121.0 130.0 1300
400 111.7 128.6 130.0
400 ;03.5 119.1 1 130.0
4)10 56.7 111.3 1 127.3
400 130.0 130.0 130.0
40.0 110.8 130.0 130.0
400 108.7 175.1 130.11
40.0 59.6 114.7 17AU
._.._. 400 97.1 106.7 116.7
400 128.9 130.0
400 1n7.8 174.1
40.0 97.7 112.4
40.0 89.5 103.0
3/.6 82.7 95.3 -- -- -
138.0
136.0
1%3.1:
113.2
104.7
61111320M
140
(X1. (4)
1N1. (-
1.111U
130 0
130.0
130.0
1300
130_0
130.0
130.0
13U.0
130.0
130;0
130.0
1.10.0
130.0
130.0
130.0
.10.11
1.30.0
130.0
130.0
1300
1707
117.1
130.0
130.0
110.0
110(1
130.0
:30.0 6�
:30.0
110 0
130.0
33-0 MULLION '4!2'
l,TUn _ /It
Ill"4
-- - ALUA11Nt1A1 1649_
1300 STEEL 1 3 391
133 0 ;TOTAL
;I. µ0U ..II Y^J 9!IS 61
:30.0 , _ ._ _ .._..
:330
77 5
67.4_._
11MI1 'JI
1Ix IN'4 Sx 473'
I.4_;7996 1 1. 7'1
M111.110N '411'
(.1)
fa
1184110N '11:1
E 41"3 I ( :8"'4
(.8627 !ALUMINUM I47649
1469 ESTEEL _ 4.157
II TOT31. 16 8207
is NUU . 1. Stt Y 7 ).__--
w^3
1.5027
1 /98 )
MUI3JON '114'
WIDTH (W) W1
Ai ifLVAE JA148
WIDTH (W)
Al 10AA11 MU11103
14,55
W2 + W3
Do io i IN-31 It
41 3 so IH 3�
AL1 TONUAI 4.7049 I 1 002/ 1 4 7649 1. ,UA111.um 05771
STEEL 4./10 / 046 1 JA:STEEL 549U 2.3I4 1
TO fAI. 18:f87 TUTAl.0 I. 70.68(0•
r Ann. . it \ Y 791. I `c /J. 8 s0 31 79
S11.I:L 141.IN4 O)IUNG Lh7(:THS 6N.AME HEIGHTS
•• ••• • • • • • ••
•
• • •
• • • •
•
•• ••• •• • • • ••
• ••• • ••• • C
• • • • • • I l • •
• • • • • • • •
• • • • • • • • •
1x 04141Sx 1.131 • • •• • •• • • •
.1.7649 1 1:11427 1 • • • • • • • • • •
••• • 4 • • ••• • •
• • • • • • • •
• • • ••• • • •
• • • • • • • • • •
• •• •• • • • •• ••
000 • • • 0018 8 •
JA'/AO AMMO
cna
41A. It 1 /11797
35.93
14t(0)Ul1' fi1:V181:0
40 c0n10h'00(15itl1 IAc Florida
lluilding rode
75-440.40re Nu
15xpiranvn mac___
fit'
lick 19odrtcl lwRml
4i
JA
JAM11 0,
MIT Fe 11111.1.1
MULLION LOAM CAPACITY - 14SE
111421 111T71 IN CI:I0Ao:u1AT0 11010%ONTAIS
JAMB k MUCJ.ION LOAF/ CAPACITY - 1'S11
J01111 & 6IUU40010 1011'11 1N'111061PU1ATf: 110017.0NTAIS
NOMIN11. DINS.
1.50111 (W) 114.1!,R I+ICII'
32'
36" I,
40
44'
e8
52'
56-
en'
32'
36'
40'
44"
18-
48-
52-
56'
en'
12'
3ti
40'
44'
48
52'
54
60'
F4'
JAMB
ll'
Exr (r)
Int. (-)
80_C
80.0
eon
80.0
80.0
80.0
80.0
x00
80,0
_.. 80.0
80.0
80.0
80.0
80.0
80.0
no0'
80,0
80.0
80.0
800
841,0
80.0
B0.0
80.0
MU11.10N
9.11'
131. (r)
xL (-)
100.0
`00.0
0.3.0
313n.C• ...
103,0
103,0
103.0 ,
98.9
100.0
1030
100.0
1110.0
1000
96.2
89.1
83 4
1030
103.0
100.0
97-
89.0
82.7
76.3
40.0
13L1•U0N
u2
txr (4)
Nl. (-
130.0
130.0
130.3
1300
231.0
1300
130.0
311.0
130.0
139.0
'30.0
.10U
1.93_0
33.0
:33.0
139.0
)1UEUON
13'
191 ( f )
(-)
130.0
130.0
130.0
130A 0
130.0
130.0
130.0
1300
130.0
130.0
130.0
L100
130.0
130.0
130.0
133 0
MILLION
u4'
*.XI. (4)
VT. (-)
130.0
130P.
130.0
130C
I30.0
130.0
130.0
1.10
130,0
130.0
130.0
130o
130.0
130.0
130.0
1.111.0
MULLION
11"
(XI, (4)
JT. (-)
130.0
130n
130.0
14,0 0
130.0
130.0
1300
130 A
130.0
130.0
130.0
130A
130.0
130.0
130_6
139c
`39.0
1310
133.0
39A6
1310
139.0
39.0
178.1
1300
130.0
130.0
1311.0
130.0
130.0
130.0
130.0
130.0
130,0
130.0
130 0
130.0
130.0
130.0
130.0
1300
130.0
1.10.0
1300
1300
130.0
130.0
130.0
32' I
35"
40'
44'
48"
57'
56'
60'
800
89.0
80.0
80.0
80.0
80.0
83.0
RlA
190.0
160.3
97.7
83.A
76 8
70.9
40.0
400
30.0
133.0
1330
1.13 0
1330
70.8
11911
111.5
130.0
;30.0
130,0
300
:30.0
'3)0
'30.0
:28.4
130.0
130 0
130.0
L:0.11
1100
130.0
130.0
130.0
130.0
so,0
130.0
Lin
139,0
.-.__ 130.0
1300
1300
.32'
3ti
10'
44'
48'
52-
SC'
0
66'
80.0
89.0
80.0
en.()
810
800
80.0
.................
Ann
100.0
892
80.3
750
66.9
40.0
40.0
40.0
130.0
1300
130.0
1300
1776
I132
195
9A1'..
'30.0
130.0
1.10
'33.0
'30.0
:21.0
i17.9
130.0
130.0
130.0
130 0
130.0
130.0
130.0
174.0
130.0
130.0.
130,0
130.0
130.0
130.0
130.0
1.11111
32-
36'
40-
44'
48'
52'
56'
9R'
80.0
..-00.0..
83.0
A0.0....
...- 83.0....
83.0
83.0
96.1
85.4 -..._.
79.3
69.9
61,0 ._..
NOM113111. DIMS
10C111 QA) 11010r
32'
36"
40
44'
*O7
4A'
52'
56'
JAMB
91'
LXI (+)
IN I. (-)
60.0
a9.0
80.0
A0 0
A0.0
80.0
80.0
MU,JJON
MI
Fx (4-)
OIL ,-•
40.0
40.0
400
4110
40.0
400
40.0
MU:1.10h
E12'
00* (+)
int. (-)
I300
1300
1300
1185
103 6
100.7
1.3.1
MULLION
1:i
[80. (.)
INT. ( - )
130.0
130.0
130.0
130.0
125.0
115.4
107.1
MULLION
1.14'
101 (1)
INT. (-)
130.0
130.0
1300
130.0
1:1111
1260
117.7
MULLION
sla
rm.(1)
v0. (-)
130 0
133.3
,30.0
130.3
130.1
130.0
_
--'139.0
.37'
36"
40'
44'
48'
108'
A00
000
80.0
80.0
nn n
800
400
40.0
40D
400
e04)
400
1300
1Y9.1
1,6.2
105.7
_._ 96.9
013.4
130.0
130.0
130 0
121.6
Ill'
10113
1300 1.50.0
1:00 130.0
13,00 130.0
130.0 130.0
127.5 130,0
113.1 17f,.5
32'
,14
40'
44-
48-
32'
36-
40'
44'
48'
120"
80.0 40.0
80.0 10,0
AO 40n
- 110.0 400�
793 ..- 40D�
800
1*0
40D
4011
80.0 400
_
.74.2
68.0 353
130.0
115.9
104.3
._.
08.9
125.5
104.6
94.1
85.6
78.5
1300
1300
170.1
109.2
100.1
130.0
1300
130.0
1:99
109 9
130.0
1:nn
3n.0
130.0
123.0
130.0
120.4
108.4
90.5
00„3
1300
130.0
119:1
100.2
99.2
1300_
130,0
121.1
II1.0
JAM '3T'
1 N-4IS IN^31
1.5I396 r 1.7941
t"1
It1TiR13*.1 0A1F 14411070NTAI
WI 1Y'l 1.43_- .�
MUIEI (W) = wi
AT r1L071 JA101
WIDTH (W) - Y12 -r W3
Al t16141. )dill lIU N 2
la ul"C w-s I 1.4"s ti nl'3I lain 4
ALUM1NU11 17640_ 18G2% -�
STEFL„.____._I3.397 LAGJ� ._
�'r0TA1' li H.615.
1. Nllu 1, 011 Y. 2Y• _.
'AIUMI\UM 147649 I8627 { ALUMINUM-
4`7649
STYJI _ 4157 I I /9tli S'11103. 4.73U
!TOTAL
1158100I IrrnrAl. 110.4U2
ix k M I. S IL X 2 4 4 J U I i. ,.1 L X 7.9
sift. _l. REINFORCING IFNGTI IS '- FRAME 11CIGI ITS
•• ••• • • • • • ••
•
• • •
• • • •
•
•• ••• •• • • • ••
___ • ••• • ••• • •
• • • • • • • t • •
M1t1.110N MI' • • • • • • • •
• • • • • • • • •
IIx in-4 I S 10-3' • • •• • •• • • •
14./649 f 111627I • • ••• • ••• •
••• • • • • ••• • •
• • • • • • • •
• • • ••• • • •
• • • • • • • • • •
• •• •• * • • •• ••
••• • • • ••• • •
H^.3
s.riG2',
11111.110N 'Cfi
_ I k 1,1•'4 44 Ir w^3
1LI)111N1111 4 7049 11.8627
I
7 l.4 6 • s'+:NI. 5 490 2.374 _.
I'fl'fAl. to AIUV 1 14 %II x 29,20.08091
i:A000 A:0.100
cA11.
rib PE /73592
C.A.N. 3530
J
I'R11111 .:1 it+: V IS1 1)
0. ""i'li„ ,ciN, Or: F14rtid:1
11;0'd,U1: l'Illic
1?,cpisatioa Roe
11adc I'roducl C0o*011
ANCHOR LOAD CAPACITY - 1,131,
F XT +) & 03r,(-)
NOMINAL DIMS.
mom (w)
KALIL 11216111
ANC110014 TYPE 'A'
AZ
AO Al
ANCHORS 15611
1112 U3
ANCIMRS TYPE 'C'
CZ
37'
40'
44"
40"
52'
56.
60'
32.
36"
40'
44.
45"
40'
52"
56'
/2"
130.0
12 7.7
114.r,
104.;
101.0
95.4
037.
81.8
/03
130.0
11 7,4
_ • ._
05.7
96.1
••
93D
1114.3
3 1.3
75.5
/12.5
.130.0 130.0
130.0 530,0
130.0 130 0
330.0 130.0
30.0 130.0
130.0 130.0,
I 23.3 1 30 0
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106 1.1 130.0
130 0
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130.0
130.0
130.0
130.0
130.3
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130.0
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411'
44'
45"
40'
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98.1 130 0 1.19.0 1300
89.2 174.9 139.0 130.0
87.2 122.1 130.0 130.0
81.8 114.5 133.0 130.0
75 105.7 130.0 130.0
70.1 911.1 175.7 171.2
135.4 91.13 1 7.8 1 13.1
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101.8 330.0 :30.0 136.0
91.6 178.7 133.0 130.0
11.3.5 116.6 ' 33.0 1.56.0
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90"
44"
95"
48"
52.
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107.3 130.0 130.0 130.0
95.4 130.0 130.0 130.0
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36"
40'
44'
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101.0 130.0 1.50.0
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120.0 130 0
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160.0
100.0
64- 1/4
51.1
70.0
118.9
64 1/4
77.0
100.0
_
100.0
46-1/4
50.4
130.0
100.0
46-1/4
90.6
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100.0
52-1/4
55.2
75-6
96.0
52-1/4
85.1
103.0
100.0
58-1/4
573
7i.6
91.0
58-1/4
802
160.0
100.0
14
64-1/4
49.7
68.1
86.5
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54.9
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64.5
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67.6
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977
92.6
100.0
1000
100.0
46-1/4
:1"/-It4
58-1/4
53.2
50.3
47.7
72.6
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65.2
92.6
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82.9
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_.__
45.3
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73.7
60
52.144
58--1/4
750
708
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96.9
i200
100.0
120
45-1/4
52-1/4
51.5
48.7
70.4
66.6
61.5
04-1/4
101.0
91,6
100.0
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59-1/4
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64-1/4
72.9
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65.3
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59-1/4
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• • • • •
1( 114'41SX 11 3 •_ _ 11X Uf'•ji I• tI 4I) • •
A1.11NIN11M 4 984N Ny11 • 1 1 9 6/ 1 181.131I• •9413I 9567 jIN11M
5TF.11 118/h ; .8119 I STt0I- • •179Z I.j 1 •f7•j IS 11:EI
T6Tai 104726 I'ORI.
AMA AU S'I%79 16 [IOU 4• 51! X 794•
LL,liT_KT.LYT
FRAM HEIG1r .•
SUMMATE
0001)
CONCRETE
1.IC1AL
TOTAL No. 0r Ar1C1(ORS RC00.
�.
AT 00011 MIIll10:1 ROO
ut 1(] /5 PSI' 1 18'10 100 1,51
N3. AT NO AT 1 NO. AT1NO Al
(RANSOM 01X LITE TR13NS0/l1TI( L11E� 6 I 6
YJ7 WI
U5 ALIIMINI)0
O1115401401 JUORS
�I. , - , SEE St PAR5TE: ROA
(ti
'l.
ANC}TORS AT OTC. STII FS
'SEC 00DR NOA
111'10 /- 1_•..1 - _ U1 10 100 1
1 NO. AT YO A; NO AT , NO AT
'5U0`INAIF (AA711 ITX. 111E DOORFIX.111C
I0(7(13 L1._ 2 -)
i01AL 90 Os At1040R5 1ri0U.
AT (5)C44 U(1(0)N SY L
STEEL REINf0f4CING IENCTIIo - I12AM(, 1111CI11::
•la
?�� I •
• I 4 L 1673!
•• ••44y** 9 6'/
J54 1 1901 4
27091- ITOTAI. IU 1.1751
5 Amu s Iv SIT)) 9_
bop: JA0'AO A)MA0
.Mt
FLA PC 1 70592
C.A.N. 3538
:•R01:1 f('I' REVISED
col IIp:CI1(g 55-(I21111C IIm,Ac1
"iuildnll:Code
Arfrplsnc NL_•4 21 ".2
h,i.ulp ;laic 105181Control
• • • • • • • • • • • •
• • • • • • • •
• • • • • • • • •
• • • • •
• •• •• • • • •• ••
000 • • • 000 • •
vp .0 ,n
rlr0.7109 40.
IWO2-27
( :1)C01 6 o1 1 1 1
0
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fL)
YYPICAL ANCHORS
SEE ELEV. FOR SPACNC •••••. TOY O't 2(3Y
' 14 :IL WOO (YOGIC; •
(B)
-4 - -
-
1P11.1
1ST-
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(6)
0
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rc SFr El /Y. FOR SPACING
METAL e TURFS
EDGE 12ST. \
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MICK. ANCHORS
Mk LEY 1Oft SMOKY.:
10 IYPID:L ANCHORS
FOCF flISI.
[LEV. IOR SPACING
1.1.‘
(' • " - 3 SM./CV:RES
E.OU'OIST Vi°°°
I
1 - -
•
1511
WOOD HUCKS ANT) METAL STRUCTURES NOT BY US ALUMINUM
MUST SUPPORT LOADS IMPOSED 13Y GLAZING SYSTEM ANI)
TRANSFER THEM .10 THE BUILDING St RUC I
TYPICAL ANCHORS: St.t. /If V. FOR Smelt:I,:
TYPE VAL121A.,__ULEACOILataLCO: Iecl. 6-155 Ksi)
INTO 2i3Y WOOD BUCKS OR WOOD STRUCTURES
I --3/M" MIN. ['ENO HAEION IN IO WWI)
TYPE .8.--
IHR.1 03Y BUCKS INTO CONC. OR MASONRY
— " MIN. CMOED INI 0 CONC, OR MASONRY
ULTRACON eY 'ELCO'
tHittA: I.Y 640ICONC, ON MASONRY
I -3/8- YIN. EMEED INTO CONC. OR MASONRY
11
TYPE .C.- # 11 SMS OR SELF DIUL:NC ,...SSREPS ((.24AOE 2 CRS)
INTO ME IAL S IRUCTURES
WEL : 1? CA. MIN. (Fy = 36 KSI MIN.)
ALLIIAINUM : I /8" MK. MIN. (6053- It) M"11.)
(STEEL IN CONTACT WITH ALUMINUM TO BE PI MED OR PAIN IFS))
TYPICAL EDGE =TAME
PTO CONCRETE AND MASONRY = /2" MIN.
INTO WOOD STRUCTURE = I " MIN.
IN 10 ML IAL SIRUCT UltE = 3/4- MIN.
CCNCRE It AI HEAL), SILL OR JAMBS 1c 3000 PSI MIN.
• • • • • • • • • • • • c 00 HOLLOW/FILLEO BLOCK AT JAMBS (nt 2000 PSI MIN.
•
• • •
• •
•
• • • • • • • •
„ V • • • • • •
•• • • • •
• • • •
Ux:C- cum. ' ;MCA/. AltCHORS
set I IN. (01( SPACING
• /1. • •
• • • • •
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C.v. JAW) •UIVAD
FIA. PC I 7059?
1538
•
IC(N )10:1
C., cony! yiog 3vith I7ic Plorittn
A3,13i..tice ; C7;..3.S.0
j,/,•212,1?, ,.2.L
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(sheet %o) 1i
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1/4-20..X,2;
(D ) CCURED
AT 27" C.C. MAX.
HY OR 21.1,
WOOD BUCXS
IYPCAl. ANCHORS
stc FLO:. rce SPACING
GA_ _OPC.
(DI) liNSECURF0 JAMB
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DIM = Vs' WM.
MN .1, MAX.
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SEE' Eu.v. FOR SPACINC
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DES:GNI 0 BY INGI,Itirft or RCCORD I'.
j/e" 3/4- UASED Dtl.MAN.LITAG'.1JR1.2 CI,IC17 LINI.S7 • • • • • • • • •
I/4MAX.
M,IAL
STP.UCIURC
1114CAl ANCHORS
SCE Ei_EV. FOR SPACING/
• /
TYPICAL ANCIIORS
ori ELIV. I. OR SPACING
Foy.: JAVAD ARVAD
(AVM •
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with shr
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fty
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(F)
TOMO-DADE COUNTY 4PROVED
IMPACT RESISTANT TRANSOM UY 'U,S At UM'
UNDER SEPARATE A>PTiO\'A.
%l erul,Dln
Rtiht URI:ING
G
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MIAUI-DADS COUNTY APPROVED
-- J1 IMPACT RESISTANT DOOR Ere 'US ALUM'
�� _1, UNDER SEPARATE APPROVAL
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SCE SHEETS 5 AND 6 ,
rim CAPACITY \ '16)
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it IMPACT RESISTANT'TRMKOM
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SEE SEPARATE 'US ALUMINUM' NOA FOR DESIGN LOAD
CAPACITY OF DOORS AND DOOR ANCHORS.
LOWER VAIIIFSFROM DOORS NOA
OR STOREFRONT SYSTEM CAPACITY CHARTS
WILL APPLY 10 ENTIRE SYSTEM.
r=-nr---'1
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f. nyr: JAJAV.55 AMMO
CIVIL
HA
CAN. T5.56
• • • •
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CFN,H N11.
PART NI:VR6R
QUANTITY
DESCRIPTION ' MATERIAL
MIARP-/SOPPI.IER/I2KNU1LS
1
CID-103
AS REW.
FI(AIJF ICAO/SILL
�60G3-15
-
_ 2 _
DLO-104
AS RICO.
FRAME HORIZONTAL
60U3-16
-
3
QLD-100
CID 18
AS READ,
n WOO.
FRANC3WAD/AIULLION
CLVrvc SIOP (LAM LASS)
6063-Fs
6063 IS
--
4A
Fi 137
AS RIOT)
GI AJINC SIOP (1 AM 1NSIK.. GI A9C)
6063-IS
6
OLD- 101
AS RECTO.
POCKET iK1Eft
? 6063-16
7
TICE-4__
AS k--.
_ _ __ WAN, 2- i /' TANG
)
0
-
AS 8E00
GI 71NG GASKET (LAM CUSS) 1 NEOPRENE
___.
M
TR-3235E
AS REM.
GLAZING CASKET {LACE IFSUL OtJ. Sj CI'D.A
-
AS RCM.
CUZINC COMPOUND
SILICON
COW 995
10
V 2206
AS NEW.
GLAZING !APE
-
N0RI0N
11
..
-
. -
AS HEW,
5E1PN;: BLOCK Al I/4" PINNIS
NEOPR[NE
1/8" X 3/4" X 2' LONG
.__........,_
AS REDO.
SEIL.NG BLOCK AT i/4•' MAWS
11A
7%/7005C
NEOPRENE..
-
12
N12 X 1 1/4'
4/ CORNER
ASSEMBLY SCR64S 1,516.45
G1LLL
- - —
1f
--
--
AS REDO.
1.MULICN REINFORCING CHANNEL, FULL LE6GIFI
S1EFL
1 /11 X 4. 5/H X 3/1G"
13A
-. _•.
AS RF00.
A11A11CN REINFORCING CFANNEI, FM(lER(dH 1
II li
r r/x x 4-5/6 x 1/4'
14
AS RUM.
MULLION NUM URGING NAY, 1lNL LING TH : SII 1
. _____
I,,
DLO 174
2/0NON
DOUR M)(UU22
6063-16
--
IG
AS P.IW
00012 MJLLIDN ROW. CI WNNCL fULL LENGNI (LIG/11)
TELL
17
-
AS RC00.
DOOR MULLION REMf. CHANNEL, FULL LcNCIl (nIFO1WA/HEA1)
ST[FL
18
AS WOO.
D(X)R A111111071 REINFORCING PAR, Fill 1 FIX;121 (HEAVY)
S1FF1
--
•• ••• • •
•
• • •
• •
• • • ••
•
•• ••• ••
• •
• • • ••
• ••• • ••• •
• • • • • • • • • •
• • • • • • • •
• • • • • • • • •
• • •• • ••• • • •
• • ••• • ••• •
••• • • • • ••• • •
• • • • • • ••
• • • ••• • • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
F'.s: JAVAU NIVAII
CIL<L
HA PE { 7C592
CA.N. 3538
.( J. ..
.4 RIC I'III:V I.tit l)
..1101,1U: malt the Pto, idl
i iuildiryi ('o,4•
Atccpinocv
11.. pnali"a:lhlc M�.O,: iQ
Miolni l).1dc P(adPU GWrol
for 4tro 4v 4:k cc- Ne - (6 7
CONSTRUCTION PROJECT AGREEMENT
BETWEEN
BARRY UNIVERSITY, INC.
AND
I)ADE CONSTRUCTION CORP
FOR
LANDON BOOKSTORE RENOVATION
This Construction Project Agreement ("Agreement" or .Contract") is entered into as of
May .18, 2018 (the "Effective Date"), between Barry University, Inc., a not lb; profit Plorie:la.•••
corporation, ("University") and Dade Construction Corp. ("Contractor"). • • ••• •
•
• .• • •
••• •
Vi1TNESSETII •
•••• ••••
•
WHEREAS, University has engaged the Contractor to perform ccrtairtt1tAistructiott••••
services;
• • • •
• • • • •
•• •• 1. •
•
•
• •
WHEREAS, the parties hereto desire to reduce the terms of this Agreement to, writing; • ••
NOW THEREFORE, for and in consideration of the mutual promises tC 1th:other,•�Ls, • • •
set forth, the. parties hereto do mutually agree as follows. •. • •
• • •
I. Services Provided.
A. Proper Licensing; Qualifications Proprietary Rights. Contractor represents that it
is fully licensed by the State of Horida to perform all work described in the Scope of Services (set
forth in Attachment A), it is experienced and skilled in this type of project and it is familiar with all
applicable laws, regulations, and guidelines pertaining to this type of work, and it is fully informed
of the conditions relating to construction and labor for the specific projects that will be performed.
Contractor agrees to provide all services and all material according to the terms and conditions of
this Contract and its Attachments, and agrees to perform such services in accordance with the
highest accepted standards ol'the respective trades. Contractor shall provide the University with a
copy of its current license and insurance certificate(s) before commencing work under this
Agreement.
Contractor agrees to perform the services specified in this Agreement in such a manner as
not to Infringe upon any proprietary rights of any other person, whether patented, patentable, or
otherwise. To the extent Contractor proposes to perform its services specified in the contract in a
manner which uses any such proprietary fights of any other person as aforesaid, Contractor
represents and warrants to and for the benefit of University and its agents, employees, architects,
engineers and consultants, that Contractor is duly licensed or authorized to use such proprietary
rights, and that any fee of consideration duc to the owner of such proprietary rights with respect to
Page 1 of 19
Dade Construction ('orp.
Rev. Ot-2(i-16
their proposed use by Contractor on the Project will be paid in lull by Contractor when the same
become due.
Ii. Project_ Scope of Wort. The Project and Scope of Work (also referred to as the
Work.) are described in Attachment A which is attached hereto and incorporated herein as if
fully set forth in this Agreement. If this Contact is for construction services on property lease((
by the University, references in this Contract to University property shall include the leased
property upon which construction services are being peri<►rmcd pursuant to this Contract.
Contractor shall be obligated to perform changes in the Work as requested by University. In the
event of a change in the Work. Contractor's claim for adjustments in the Contract Fee are limited
exclusively to its actual costs for such changes plus no more than 1O% For overhead and profrl"
•
Overhead and profit is inclusive of supervision, office project Management and tz(In-pinntration
•
costs, insurance, transportation, Inc.letc. With respect to a request for a change ip.tji .\york. lry..•• •
•
Contractor. the Contractor shall prepare and submit a change order request to thL.Uili\'Crsity; • • •
together with appropriate back-up documentation prior to commencing the Work.•C.rntractor;.••
shall provide such back-up documentation for all labor, material and equipment cor•te•(x3 may
required by the University for its complete evaluation of the cost of changes to the7.p:1t..
.. . •
.• •
C. Contractor Responsibilities
• . •
• •
1, Contractor is responsible for all penetrations (core (lrillin�.vt(t ng etc �• •
and patching required as a result of the Work )perations. Contractor shall patch and paint td.•.•
march existing all areas disturbed in the course of the Work..
2. Contractor shall be responsible for proper protection and barricading of
the work area during the course of the Work.
3. Contractor shall provide all relevant Operations and Maintenance Manuals
including warranty Mb:ormation and manufacturer's cleaning instructions as part of the Project.
closeout.
'�. Contractor shall be responsible for coordinating all inspections and having
available personnel to meet with site inspectors, if applicable.
.5. Contractor shall be responsible for protection of all areas adjacent to the
construction site, If any damage takes place during the course of the construction, then the
University shall make repairs and deduct the cost of the repairs from the final cost of the
contract.
6. Contractor shall warrant: all workmanship, material and equipment for a
period ofat least ONF. (1) year.
7. (:ontractor shall carefully study and compare the Scope of Work with other
information furnished by University and shall at once report to the University any errors,
Page 2of1.9
Dade ccrosirucl ion Corp.
Rev. O8-26-16
• •
.•
• •
inconsistencies or omissions discovered. If Contriieto' performs any construction activity knowing
it involves a recognized error, inconsistency or omission in the Scope of Work without such notice
to the lJniversity. Contractor shall assume appropriate responsibility for such performance and shall
bear an appropriate amount of the attributable costs for correction.
t . If Contractor pertbrms work knowing it to be contrary to laws, statutes,
ordinances, building codes, and riles and regulations without notice to the University, Contractor
shall assume full responsibility 1'or such work and shall bear the attributable costs for correcting
such \work in compliance kvilh such laws, statutes, ordinances, building codes or rules and
regulations.
. ••
• •
9. Contractor shall take field measurements and verify 1ield•rcyrdi:ons an!,•. ••
shall carefully compare such field measurements and conditions and other infornxrtion•known k>.•
Contractor with the Scope of Work belore commencing activities. Errors, inacstrs tencies or • • •
omissions discovered shall be reported to the University at once. •••• •••• • •
•••• ••••
10. Contractor shall supervise and direct the work, using (1<iri3fackir's tx: t : •:
professional effort, skill and attention. Contractor shall he solely responsible for and fiave contror •
over construction means, methods, techniques, sequences and procedures and for; o fdir.ating•all •
portions of the Work under the Contract, unless the Scope of Work give other spet;ilie ipstructiQrl4•••
concerning these matter's. •• • • • •• • • •
• • •
•• •
11. Contractor shall be responsible tier inspection of portions of Work already
performed under this Contract to determine that such portions are in proper condition to receive
subsequent Work.
12. Contractor shall confine operations at the site to areas permitted by law,
ordinances, permits and the Scope of Work. and shall not unreasonably encumber the site Nvith
materials or equipment. Contractor shall keep the premises and surrounding area tree from
accumulation of waste materials or rubbish caused by operations under the Contract. At completion
of the work, Contactor shall remove from the Project site(s) waste materials, rubbish, tools,
construction equipment, machinery and surplus materials. If Contractor fails to clean up as
provided in this Contract, University niay do so and the cost thereof shall be charged to Contractor.
1.3 Contractor shall enforce strict discipline and good order among Contractor's
employees and other persons carrying out the Contract. Contractor shall not permit employment of
unlit persons or persons not skilled in tasks assigned to them.
I4 Contractor, its agents and employees, shall comply with the University's
Vendor Code of Conduct and all University policies.
15 Barry University is a "tobacco and Smoke Free Campus. Contactor, its
employees, agents, subcontractors and invitees are prohibited from smoking and/or the use of any
tobacco product in any area owned, operated, leased and/or controlled by the University, including
Page 3 of 19
I:)acic Construction Corp.
Rev. O8-26- 16
.•
•
• •
but not limited to, buildings, green spaces, vehicles and parking areas. Violations may be grounds
for removal from campus rid/or termination of this Agreement.
D. ivlaterial and l:grlipmcnt. Contractor warrants to University that. materials and
equipment furnished under the Contract will be of good quality and new unless otherwise required
or permitted by University, that the work will be five from defects not inherent in the kind and
quality of materials and equipment required or permitted, and that the Work will conform with the
requirements of the Scope of Work. Work not. conforming to these requirements; including
substitutions not properly approved and authorized, may be considered defective. Contractor's
•
\varranty excludes remedy for damage or defect cursed by abuse, modifications pot q.ecuted•1+y...•
Contractor, improper of insufficient maintenance, improper operation, or no1n1a1.\'eal, and toil.. •
under normal usage. If required by University, Contractor shall furnish satsfltetor'.0 t nee as ly•
•
the kind and quality of materials and equipment furnished under this Contract.
.•.• .••.
I:;. Damages.. Contractor agrees that any damage caused to Univt'1•S1fy property►••
either directly or indirectly during the construction of this Project or any other Cell ire dr activity; •;
on University property, shall be the sole responsibility of the Contractor. The Cl)ntifactor will 'A
its own cost, repair or replace any damage caused by the Contractor, its empltjees �r agents.
Contractor shall also assume responsibility for the repair and/or replacentent•of apy dampte•••
caused directly or indirectly to the University's property by the C.'ontractor'Lik(t eluitractw •
. .
during the construction of this Project. ..• .
IL Project Pcrniitti►g. Contractor shall be responsible for obtaining all permits and
authorizations required by relevant governmental entities for this Project, the cost of which shall
have been included in Contractor's bid or quote and therefore shall not be an additional expense
to the University. Prior to the commencement of the Project, Contractor must deliver to the
University a copy of all required permits and authorizations, including any subcontractor permits
or authorizations, issued by the relevant governmental entities. The Contractor must
immediately notify the relevant governmental entity of any substantial deviations in the
permitted or authorized work, and obtain any permit or other modifications that may be
necessary, at Contractor's own expense.
Ill. Construction Schedule; Project Mat►a:,er. The Construction Schedule is detailed in
Attachment 13, "Additional 'l"crnis and Conditions," which is attached hereto and incorporated
as if fully set out in this Contract.. The Project Manager is identified in Attachment 13.
IV. Term. The term of this Agreement will begin on the I.ffective Date listed in the first
paragraph of this Contract and end upon issuance of payment in full by University to Contractor,
unless extended by the parties pursuant to a written agreement between the parties.
V. Fee. The lee is detailed in Attachment 13.
VI. Payment ferns. The payment terms are detailed in Attachment 13.
Page. 4 of 19
I.)ade Construction Corp.
Rev. 08-26- i 6
• •
•
••
• •
VII. Payment to Subcontractors. Contractor is solely responsible for payment to any and all
subcontractors hired by the Contractor to provide services under this Agreement. Contractor
shall obtain a Release of Lien which shall include a statement of full and satisfactory payment
from all subcontractors hired for this Project prior to the University's release of payment.
VIII. Payment and Performance Bonds. One or both of these bonds may be required at the
University's sole discretion based on the total value of the Project or the financial stability of the
Contractor.
IX. Insurance Limits.
A. Commercial General Liability.
• .••
• • • • • •
• • • •
•• • ••• • ••
• • •
•
• •
•••• ••••
• •
• • • •
• • • •
• •
I . Project Value of, 000 or less. Contractor, at its ex reel' � • • ••
� 5150I2cJ�. 8 1Q • .
procure and maintain, during the term of this Agreement, a policy of commercialkYyal liability• .• -
insurance in an amount of not Tess than two hundred fifty thousand dollars ($250,000.00) single • •
limit and five hundred thousand dollars ($500,000.00) aggregate, against clt:ims•for bo i y . •
injury, death and property damage occurring in connection with Contractor's services. • • • • • •
• • •
•• •
2. Project I"aliie greaser than $ I50, 000. Contractor, at its expense, agrees to
procure and maintain, during the term of this Agreement, a policy of commercial general liability
insurance in an amount of not less than one million dollars ($1,000,000.00) single limit and three
million dollars ($3,000,000.00) aggregate, against claims for bodily injury, death and property
damage occurring in connection with Contractor's services.
13. Automobile Liability If Contractor will be bringing any vehicles onto any Barry
owned, leased or controlled property, Contractor shall provide a certificate evidencing
automobile liability coverage.
C. Worker's Compensation. Contractor shall provide the University with a
certificate evidencing that it has worker's compensation insurance, including Employer Liability
Insurance, for its employees if required by Florida Worker's Compensation Act.
I.). Coverage Requirements.
. I3arry University Inc. shall be named as an additional insured for all
insurance coverage required of the Contractor by this Agreement.
2. Contractor shall provide endorsed certificates of insurance generated and
executed by a licensed insurance broker, brokerage or similar licensed insurance professional
evidencing such coverage
Page 5 of 19
Dade Construction Corp.
Rev. 08-26-1 C
3. Contractor shall•provide University with a certified copy, or copies, of all
insurance policies required by this Agreement.
4. Contractor must provide the certificates of insurance and certified copies
of the insurance policies required by this Agreement at the time of execution of this Agreement.
5. Contractor agrees that the insurance coverages required by this Agreement
shall be considered as primary insurance over and above any other insurance, or self-insurance,
available to University and that any other insurance, or self-insurance available to Universpy•••
shall be considered secondary to, or in excess of, the insurance coverage($) iv -toted t?y••
Contractor as •required by this Agreement. • • •• •• • • ••
•
•• •
X. Liability.
•
•
••
• •
•••• ••.• • .
• •
A. Assumption_ oP_gisk. Contractor agrees to conduct its services ieti;i.c a,reful aid • •
safe manner in accordance with the professional, industry standards of licensed evtiatritctors. A's.a•
material part of the consideration to University, Contractor agrees to assume all. irile d' damage • •'
to and loss or theft of Contractor's property while on University property,•damage to the •
University's property, and injury or death to persons related to Contractor's services.• • • •
•• • •• •
• • •
13. Indemnification. Contractor shall indemnify and hold harmless the University;
its Trustees, officers, employees, servants and agents ("the Indemnified Parties") from any and
all liability, losses or damages, including reasonable costs, attorneys' fees, collection expenses,
court costs and costs of defense, which the Indemnified Parties may incur as a result of claims,
demands, suits, causes of actions or proceedings of any kind or nature arising out of: (1) the
performance of this Agreement by the Contractor or its employees, agents, servants, partners,
principals or subcontractors; (2) any act, omission or negligence (whether active or passive),
misconduct, or other fault in whole or in part (whether joint, concurrent or contributing) of
Contractor, or any of its agents, its contractors, its employees, or invitees; (3) any breach or
default in the performance of' any obligation on Contractor's part to be performed under the
terms of this Agreement; or (4) the failure of Contractor to provide ler workers' compensation.
Contractor shall pay all claims and losses in connection therewith and shall investigate and
defend all claims, suits or actions of any kind or nature in the name of the indemnified Parties,
where applicable, including appellate proceedings, and shall pay all costs, judgments, and
attorneys' fees which may issue thereon.
Contractor recognizes the broad nature of this indemnification and hold harmless clause,
including the provision of a legal defense to the Indemnified Parties, when necessary, and
voluntarily makes this covenant. Contractor expressly acknowledges the receipt of such good
and valuable consideration provided by Indemnified parties in support of these indemnification,
legal defense and hold harmless contractual obligations in accordance with the laws of the State
of Florida. Contractor expressly understands and agrees that any insurance protection required
by this Agreement or otherwise provided by Contractor shall in no way limit the responsibility to
Page 6 of 19
Dade Construction Corp.
Rev. 08-26-16
• •
indemnify, keep and save harmless and defend the indemnified Parties as herein provided. This
provision shall survive the termination or cancellation of this Agreement.
XI. Environmental Regulations. Contractor will not permit any Hazardous Substance to be
used, stored, generated or disposed of on, in or about, or transported to or from, the University's
property, by Contractor, Contractor's agents, employees, subcontractors or invitees without first
obtaining University's written consent, which University may give or withhold in its sole
discretion, or revoke at any time. 11' Contractor breaches these obligations, or if the presence of
Hazardous Substances on, in or about the space caused or permitted by Contractor results in
contamination of any part of the space, or if contamination by Hazardous Substances otherwise••
occurs in a manner for which Contractor is legally liable, then Contractor wilt intidilmify arid•••
hold harmless the University, its Board of 'Trustees, officers, employees, facult'j', agents, :••
students, from and against any and all claims, actions, damages, fines, _judgnientc,'yenalties' '
costs, liabilities, losses and expenses (including, without limitation, any sums paicr.Cor•seti.iement••
of claims, court costs, attorneys' fees, consultant and expert fees) arising duifi •gi• alter Iti .. •
expiration or termination of this Agreement as a result of any breach or contamiu;ttica. W ithojlt• • •
limitation, if Contractor causes or permits the presence of any Hazardous Subctancc:'on,
about the University's property and this results in contamination of any part ofthc+p.ivcrsity's.
property, Contractor will promptly, at its sole cost and expense, take all necessary tietlont to •
return the space and any adjacent facility to the condition existing prior to the:)regcly;e of tiny
Hazardous Substance; provided, however, Contractor shall first obtain University apjSrova41114••
any such remedial action. "Hazardous Substance" means any substance regulated by any iota! •
government, the State of Florida or the United States government. "Hazardous Substance"
includes any material or substances that are defined as "hazardous material," `hazardous waste,"
"extremely hazardous waste" or a "hazardous substance" pursuant to state, federal or local
government law. "Hazardous Substance" includes but is not restricted to asbestos,
polychlorobiphenyls and petroleum.
XII. Assignment. The parties agree that no assignment will be made or let in connection with
this Agreement without the prior• written approval of the University, which consent may be
granted or withheld in University's sole discretion.
XII1. Termination.
A. Convenience. This Agreement may be terminated by either party for
convenience by written notice to the other party of such intent to terminate at least twenty-one
(21) calendar days prior to the effective date of the termination. University may terminate this
Agreement at any time, with liability only for payment for work or services performed or provided
prior to the effective date of termination. Contractor may terminate this Agreement and recover
from University payment for all work performed and any expense sustained prior to effective date
of termination.
B. Termination/Suspension by University,
Page 7 of 19
Dade Construction Corp.
Rev. 08-26-16
Immediate Suspension by University. The University may immediately
suspend this Agreement in whole or in part if: there is a threat to the health or safety of students,
faculty, employees, or visitors; there is a threat to the proper functioning, reputation or well-
being of the University; there is a material breach of this Agreement, including but not limited to
lapse or cancellation of required insurance or failure to meet the Construction Schedule;
Contractor is unable, unwilling or incapable of providing the services described in Sections 1(13)
& 1(C) of this Agreement to the satisfaction of the University; the Contractor's license is
suspended, revoked, lapsed or expired; the Contractor is under investigation by Miami -Dade
County, the State of Florida or the United States government or any of their agencies,
instrumentalities or agents; or the Contractor disregards the laws or regulations of any public 1)0(6)4..
having jurisdiction over the Contractor or the Project. The University shall specily in•w�iling rho •••
actions that must be taken by the Contractor as a condition precedent to lifting the•Suspension ff ••••
any, and shall specify a reasonable date for compliance. • •• •
•
2. Immediate Termination by University. This Agreein it..may .I i••.
immediately terminated by the University if: (1) there is a threat to the heajtj>.ut (safety L'f •••
students, faculty, employees, or visitors; (2) there is a threat to the proper functiolyrig,.ILputattgrl•
or well-being of the University; (3) there is a material breach of this Agrcemeru.itarfuding but.
not limited to lapse or cancellation of required insurance or failure to meet tie oAstruction •.
•
Schedule; (4) Contractor is unable, unwilling or incapable of providing the services sle§cribe m
Section I(B) & I(C) of this Agreement to the satisfaction of the University, indddilt but 4►ot. • •
limited to failure to meet the Construction Schedule; (5) the Contractor's license is suspended' •
revoked, lapsed or expired; (6) the Contractor is under investigation by Miami -Dade County, the
State of Florida or the United States government or any of their agencies, instrumentalities or
agents; or (7) the Contractor disregards the laws or regulations of any public body having
jurisdiction over the Contractor or the Project.
XI.V. Default. If Contractor fails to comply with or observe any other provision of this
Agreement, in addition to any other remedy that may be available to University, whether at law
or in equity, University may immediately terminate this Agreement and al] rights of Contractor.
in the event University terminates based on default, University may take possession of all
Contractor's material and construction equipment, and complete the Work. Should the cost of
completing the Work be less than the unpaid balance of the contract price herein, University shall
pay Contractor the excess. Should the cost of completing the Work be greater than the unpaid
balance of the contract price herein, Contractor shall pay the difference to University.
XV. Project Manager Authority/Dispnttc Resolution
A. The Contractor hereby acknowledges that the University's Project Manager will
determine in the first instance all questions of any nature whatsoever arising out of, under, or in
connection with, or in any way related to or on account of, this Agreement including without
limitation: questions as to the value, acceptability and fitness of the Services; questions as to
either party's fulfillment of its obligations under the Work; negligence, fraud or
misrepresentation before or subsequent to acceptance of the Proposal Response; questions as to
the interpretation of the Scope of Services; and claims for damages, compensation and losses.
Page 8 of 19
Dade Construction Corp,
Rev. 08-26-16
The Contractor shall be hound by all determinations or orders and shall promptly obey
and follow every order of the Project Manager, including the withdrawal or modification of any
previous order. Where orders are given orally, these orders will be 'issued in writing by the
Project Manager as soon thereafter as is practicable.
I3. In the event that the Contractor and the University are unable to resolve their
differences concerning any determination made by the Project Manager, or any dispute, question,
or claim arising under or relating to the Agreement, either the Contractor or the University may
initiate a dispute in accordance with the procedure set forth in this Article. ....
.
••.•
• C. The parties to this Agreement authorize the Vice President of •l3ulincss an•tf: • •
•
Finance, or his/her designee ("VP"), to decide all questions, disputes, or clairfirdrIny mutt'
arising out of, under, or in connection with, or in any way related to or on accblint of the . •
Agreement (including but not limited to claims in the nature of breach of cont,racts framed! '. '
misrepresentation arising either before or subsequent to ex.ccution herev �`cgllectivehj... • .
"questions" or "disputes"), and his decision shall be conclusive, final and bindiiigbri.the partipg
subject only to the limited review specified below. Any such dispute by the C 4104440i' shall be, •
•
brought, if at all, before the VP within 10 days of the occurrence, event or actout of.which the . •
dispute arises. Any such dispute by the University shall be brought, within a:real sable lime • .
after the occurrence, event or act, out of which the dispute arises. •• • •
•
D. 'i'he VP may establish rules and procedures for presentation of disputes, including
for example, whether and what rules of evidence and argument shall apply, the length and
manner of hearing(s) and the disposition of preliminary matters. The VP may obtain such
assistance as may be desirable, including advice of experts, and may consult with legal counsel
in setting such procedures and in making its decisions. The effect of any decision shall not be
impaired or waived by any negotiations or settlements or offers made in connection with the
dispute, whether or not the VP participated therein, or by any prior decision of others, which
prior decision shall be deemed subject to review, or by any termination or cancellation of the
Agreement. All such disputes shall be submitted in writing by the Contractor to the VP for a
decision, together with all evidence and other pertinent information in regard to such questions,
in order that a fair and impartial decision may be made.
Pending final decision of a dispute hereunder, the Contractor shall proceed diligently
with the performance of the Agreement and in accordance with the Project Manager's
interpretation.
13. The VP may, at his or her option, for any particular dispute, elect to forgo the
dispute resolution procedures herein and allow the dispute to be otherwise resolved in
accordance with law.
XVI. Liquidated Damages. In as much as the actual damages sustained by University as a
result of the Contractor's failure to timely complete his obligations under the Contract cannot be
Page 9 of 19
Dade Construction Corp.
Rev. 08-26-16
readily ascertained, the Contractor shall pay to University as damages for non -completion, Five
Hundred dollars ($500.00) per day for every calendar day for the first (30) days which exceed
the Construction Completion Date and One "thousand dollars ($1,000.00) for each and every
calendar day thereafter, which sums arc hereby agreed upon, fixed and determined by the parties
hereto as liquidated damages that University will suffer by reason of such default and shall not
be considered a penalty.
XVIL Enforcement Costs. If any legal action or other proceeding is brought for the
enforcement of this Agreement or because of an alleged dispute, breach, default or
misrepresentation in connection with any provisions of this Agreement, the prevailing party.ar..
parties shall be entitled to recover reasonable attorneys' fees, court costs and ai expepses, ex•owr •
if not taxable as court costs (including, without limitation, all such fees, costS•and' expever. ••
•
incident to appeals and other post -judgment proceedings incurred in that actioirInfitcecdint5, •
as well as any costs associated with any mediation, arbitration, and any other relielf* which such' ••
party or parties may be entitled. Attorneys' fees shall include, without limitationa��aacgal krs7.• •
investigative fees, administrative costs, and all other reasonable charges billed Ily,jl1r:iattorney.t(... • •
the prevailing party. This provision applies whether or not either party uses an, 1U Jlbuse ICgitt
department. •
• • ••• •
XVIII. Force Maieurc. In the event the location or premises where the Scope:of yl+Qrk is t+o •
tie • •
performed is rendered unsuitable for the performance of the Scope of Work by 1•easdh of Fo ev • • •
Majeure, University may terminate this Agreement by written notice five (5) days following An*
casualty and University shall not be responsible for any damages sustained by Contractor. "Force
majeure" shall mean fire, hurricane, earthquake, flood, act of God, strikes, work stoppages, or other
labor disturbances, riots or civil commotions, litigation, war or other act of any foreign nation,
power of government, or governmental agency or authority, or any other cause like or unlike any
cause above mentioned which is beyond the contml or authority of University.
XIX. Notice. Notice to either parties shall be made pursuant to Attachment S.
XX. Amendment/Extension.
A. Amendment. Any alterations, variations, modifications, or waivers of provisions
of this Agreement shall be valid only when they have been reduced to writing, duly approved
and signed by both parties.
13. Extension. The term of this Agreement may be extended upon mutual written
agreement of both parties if necessary to complete the Scope of Work described in Section 1(I3)
and Attachment A or for any other reason.
XXI. Jurisdiction/Venue. This Agreement shall be governed by the laws of Florida, the
courts of which state shall have jurisdiction over its subject matter. Contractor agrees that venue
is only proper in Miami -Dade County.
Page 10 of 19
t)adc Construction Corp.
Rev. 08-26-16
XXII. Counterparts. This Agreement may be signed in counterparts, and each counterpart
shall constitute an original of this Agreement.
XXIII. Headings, Use of Singular and Gender. Paragraph headings are for convenience only
and are not intended to expand or restrict the scope or substance of the provisions of this
Agreement. Wherever used herein, the singular shall include the plural and plural shall include
the singular, and pronouns shall be read as masculine, feminine or neuter as the context requires.
..••
XXIV. Waiver. Failure
exercise any right, option
any provision hereto, will
by any party of any term
by both Parties.
•
• •
• • •
•..•
•
of any Party to insist upon or enforce any term or 151OVi';ion oettV.
or remedy of this Agreement, or to require at any timMiCoi•mance eff •
not be construed as a waiver of any such term or provision, No waiver
or provision hereof will be binding unless made in wtiJut ttnd sigij,ec•�•
• .
• ..•
.. .. .• •
• .
•
XXV. Construction. This Agreement shall not he construed against the Party Kenningit► but •
shall be construed as if all Parties hereto jointly prepared this Agreement. •• •••. •
•. . .. . •••
.. .
XXVI. Authority,. The individual signing below on behalf of Contractor hereby represents and
warrants that s/he is duly authorized to execute and deliver this Agreement on behalf of
Contractor and that this Agreement is binding upon Contractor in accordance with its terms.
XXVII. Iotality of Agreement/Severability of Provisions. 'Ibis Agreement, which includes
Attachments A and I3, contains all the terms and conditions agreed upon by the parties. No other
Agreement, oral, prior, contemporaneous or otherwise, regarding the subject matter of this
Agreement shall be deemed to exist or bind any of the parties hereto. If any provision of this
Agreement is held invalid or void, the remainder of this Agreement shall not be affected thereby
if such remainder would then continue to conform to the terms and requirements of applicable
law.
XXVIII. Conflict. If there is a conflict between the Scope of Work and the other terms of this
Agreement, the other terms of this Agreement shall control, unless the provisions of the Scope of
Work place a greater obligation on Contractor and in that case, the provisions of the Scope of
Work shall control.
Page 11 of 19
I.)ade Construction Corp.
Rev. 08-26-16
two
IN WITNESS WHEREOF, the parties have caused this Agreement to be executed by
their respective and duly authorized officers as of the day, month and year First above written.
i3AC ,RY l N1VL SI'TY, ti
Name: )Ak'
Title:
Date:
(
y
Page 12 or 19
Davie Construction Corp.
Rev, 08-26-16
an1c_:
1 itle:
Bate:
• • • •
• •
• • • • • •
• • •
•
ILIPALILALO-
• • • •
• • • •
• •
•• ••
• • •
• •
• •
• • •
•• •
•
• • • • •
• • • •
•• •
• • •
• • • • •
• • • •
• •••
• • •
.• •
• •
•
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• • •
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•
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[ ,+
Jonatha t Cuesla
13372 S.W. 128 Sheet
Pdiami, f lorida 33186
yco( nrcen, ..Wc 1°.nt(d........_.,....._......,._
GENERAL CONTRACTOR:
Dade Construction Corp. C(5C 1620491
1'hone.(786).56,1.762.3
Fax: (786) 362.7113
Email. janathan@dac(0construcIron.com
PAYMENTTERMS-
DATE: 1 14, 201
CLIENT:
Raul M. Gonzalez Plans Dated:
. :: iS :" !t?.::,:.>> 2/16/2018
Minn* Ft. 33181 SOFT:
.�,.µ _
5, 861 ....,.....
JOB NAM
I13
20% Down payment and progress payment net 15 D y
Landon BookStore
DESCRIPTION QUANTITY 1 UNIT PRICE y pI_.�
1 DIVISION 1 GENERAL CONDITIONS:
2 Project Supervision: Superintendent
3 General Labor.
4 f emperary Pnciilies: TOilet
Temporary Facilities: Fence
6 10 Yr./Dempster for project duration
7 Final Cleaning al Project Completion
8 Mist:. Materials (, Storage, Hallway Protection)
9 Blueprint reproduction expenses
10 Scissor Litt
11 Project Manager
12 Pet mit Expediting
13 DIVISION 2 SITEWORK:
14 Removal of Grass for Nolo Sidewalk
15 Removal of existing parking meter
16 Prepare for Concrete
17 Remove existing Alai ni & Palk: bar
16 Romovrd.oloxiotinglixture wall.Uont columns
'19 Renteval-etalketail-Shelving
20 Removal of store front glass doors
21 Removal 01 Masonry to accommodate new Exil door
22 Paving Striping
23
24
25
26
27
28
29
30
1
t
1
1
4
1
1
1
• •
J • •.
2.625.00
•••:lobo
•••`4000
• 1,000400
• • •1 R5.LX1
• •
• • 1 5&1.00
• • •1f2.0100
• •
$ , 600.00 • • • •
$ •••• D6,000.00 •
• • • 2,625.00 •
•
• • • 400.I14
• (i1)0.011,
1,000.0te •
• ••••• 1,000.0 •
•••• 47$.W ••••
• •
.•1•••
1.600.o18 1 • • • •
1,200.00 •
• •••
• • •
•• •
•
• • $ • • 4,330.04
• 40.00 � 390,00
$ • •40Mh $ 400.(ii1
$ .• 451.00 $ •••••• 450.(R)
S 290.00 $ • • • 290.00
$ $
$ $
$ 1,100.00 $ 1,100.00
$ 1,600.00 $ 1,600.00
$ 100.00 $ 100.00
•
•••
•
DIVISION 3 CONCRETE:
$ 3,451.00
Side Walk
Concrete Ramp
Concrete Patching
1
450.00 $
300.00 S
2,701.00 $
450.00
300.00
2,701.00
DIVISION 4 MASONRY:
NIA
DIVISION 5 METALS:
N/A
31 DIVISION 6 WOOD & PLASTIC:
32
33
34
35
36
37
38
NIA
DIVISION 7 THERMAL AND MOISTURE PROTECTION:
N/A
DIVISION 8 DOORS AND WINDOWS:
$ 20,510.00
Slora Finn! Glass with Stile Lights (2 Solo nut included) (O,Btorc is inrudr•.dl
New Hardware R Thumb lock Fills holes R Flechostalic Paint the door
temporary Doors shalt he 1v006 doors tram None Depot
1 $ 18,160.1)0 $ 111,160.00
1 $ 1,6(10.110 S 1,600.00
1 a 750.00 $ 750.00
39 DIVISION 9 FINISHES:
$ 12,483.00
Drywall Package including Drywall Ceilings (Floor protection, cleaning and Painting o1 both sides of
40 wall is also Inc:f ided in the drywall packa0e)
41 Misc. Drywall Patching
42 DIVISION 10 SPECIALTIES:
43 NIA
1 6,900.110 S 8.900.00
1 $ 3,603.00 $ 3.5[13.00
c
44 DIVISION 11 EQUIPMENT:
4 5 N/A
46
47
By Owner
DIVISION 12 FURNISHINGS:
NIA
48 DIVISION 13 SPECIAL CONSTRUCTION:
49 N/A By Owner
50 DIVISION 14 CONVEYING SYSTEMS:
51
N/A
52 DIVISION 15 MECHANICAL:
10,800.00
•
0 •
5:1
54
55
56
57
58
59
GO
61
62
(33
((4
65
66
67
68
69
70
71
72
73
74
75
76
77
78
79
1),(100.00
114;1111)0y- '(/0
PlumbioifffiyAtifoG MIA
14(1 0PIIIIkIVIC1:i39(1(1:.olocale aS necessaiy for new wall) 1 S 2000 00 F., 2,000.00
200.03 t;
DIVISION 16 ELECTRICAL:
Data, Voice, Security, Cameras and Access C011001
Elect ical Package1
Ligliting Fixture
Flre Alium
1
00
200.00
$ 8,900.00
Py Oviniu•
S 6,200.00 5 0,200.00
S 1,500.00 S 1,500.00
S 1,200,00 5 1,200.00
SUBTOTAL:
CONSTRUCTION FEE
Clarifications and Exclusions:
Mobilizalion shall be May 14th. Demising Wall shall be Friday May loth through May 20th
$3,000 Permit Allowance
Deductive alteniate to remove sidewalk and striping ViOrk $850
Project 6111010o is 4 weeks. Storefront doors shall lake 15-8 Weeks
Afternale at: Replace all ceilings $4,000
Alternate 42: Additional C3C/OT Included as necessary
Allem:do 63: High Transom Included with glass package
Alternate 84: Painting 01 entire space 52750
All movement of tainilure by owner.
lighting by Dade Conshuction Vendor
This iwoject take app:oximaloly 4 weeks.
All Asbestos it epoits. Removal, elc. shalt be exclude 1 and will be additional
Any Acts 01 Gods or delays by city will festal itt :Mali( nal fees lor pioject overhead and general conditions
Permits and Expediter are paid by owner $85(hr. 10".4 fee for all expenses
TOTAL
P .17:1 P,II01:.0.11
iTt -
(11 • 1%. ') ( .
• •
• • •
• • •
•
1$
6,6452
76,074.00
•• ••
• •
•• ••
••••
6 • •
•• •
•
•
•
•
•••• ••••
• • tr2,733.52' •
6.6.6
• •
• • foolood,
•• •• •Cy) ci)
•• ••1•••
t3 2 •
•
,.
• .
••• •
• deveioprnent inc
)
VENTURA
11870 W State Rd 84. C14
Davie Florida 33325
Phone: 954 4231362
C G-0060048
A A- 0003123
CLARIFICATION
Address: 11300 NE 2ND AVE-LANDON#101A MIAMI SHORES, FL 33161
Process Number: CC-18-667
Date: 04-24-2017
Structural
• • • •
1. Provide site specific wind load calc's or a generic wind Toad calc using worsttagI4ading irl„.
compliance with the hvhz provisions of section 1620, of the fbc 6th edition (s2Op), signed&
sealed by florida registered architect or engineer, to determine the maximuM tiOitRi design •
pressure for all exterior doors and windows, skylights , store front system andtor shutter's. •.
Response: See revised A-1 sheet window/door schedule and see attached y‘ipsl•.loads .
•
calculations. • • • . • • . • ••
•
• • •
2. Structural wind load calc's required to comply with florida administrative tide section 61g1S-.23.
Original signature, date and seal are required on both sets • • ••
Response: See revised A-1 sheet window/door schedule and see attached wind loads... • •
calculations.
3. Provide all wind design pressures (both negative and positive) for all of doors, windows and/or
skylights installed on the exterior envelope of the building; on the Architectural elevations; or on
the door and /window schedules; or provide elevations with the noted wind design pressures as
part of the structural plans, in compliance with the hvhz provisions of section 2411.3.1.4, of the
fbc 6th edition(2017) code.
Response: See revised A-1 sheet window/door schedule and see attached wind loads
calculations.
BUILDING
1. Structural approval required
Response: Comment is acknowledge and is being addressed.
2. Cloud in all changes, mark with delta and date. Do not remove void sheets from set mark as city
copy.
Response: Comment is acknowledge and is being addressed.
Thank You,
Michael Ventura, Architect
AR 0016152
•
•
•
• •
. •
•••••
•
.•
•} •
MecaWind Pro v2.2.8.2 per ASCE 7-10
Developed by MECA Enterprises,
Inc. Copyright www.mecaenterprises.com
Date : 4/24/2018
Company Name :
Address
City
State
•
•
Input Parameters: Envelope
Basic Wind Speed(V)
Structural Category
Natural Frequency
Importance Factor
Alpha
At
Am
Cc
Epsilon
Pitch of Roof
h: Mean Roof Ht
RHt: Ridge Ht
OH: Roof Overhang
Bldg Length Along
Procedure per ASCE
= 180.00 mph
= III
= 10.00 Hz
= 1.00
▪ 9.50
▪ 0.11
▪ 0.15
- 0.20
= 0.20
▪ 0 : 12
▪ 40.00
▪ 40.00
at Eave= .00
Ridge = 300.00
ft
ft
ft
ft
Project No.
Designed By .
Description : Barry University Book Store
Customer Name :
Proj Location : 11300 NE 2nd Av. Miami Shores
7-10 Chapter 28 Part 1
Exposure Category
Flexible Structure
Kd Directional Factor
Zg
Bt
Bm
1
Zmin
Slope of Roof(Theta)
Type of Roof
Eht: Eave Height
Overhead Type
Bldg Width Across
Gust Factor Calculations
Gust Factor Category I Rigid Structures - Simplified Method
Gustl: For Rigid Structures (Nat. Freq.>1 Hz) use 0.85
Gust Factor Category II Rigid Structures - Complete Analysis
Zm: 0.6*Ht
lzm: Cc*(33/Zm)^0.167
Lzm: 1*(Zm/33)^Epsilon
Q: (1/(1+0.63*((B+Ht)/Lzm)^0.63))^0.5
Gust2: 0.925*((1+1.7*lzm*3.4*Q)/(1+1.7*3.4*lzm))
Gust Factor Category III Rigid Structures - Flexible
Vhref: V*(5280/3600)
Vzm: Bm*(Zm/33)^Am*Vhref
NF1: NatFreq*Lzm/Vzm
Rn: (7.47*NF1)/(1+10.302*NF1)^1.667
Nh: 4.6*NatFreq*Ht/Vzm
Nb: 4.6*NatFreq*B/Vzm
Nd: 15.4*NatFreq*L/Vzm
Rh: 1/Nh-(1/(2*Nh^2)*(1-Exp(-2*Nh)))
Rb: 1/Nb-(1/(2*Nb^2)*(1-Exp(-2*Nb)))
Rd: 1/Nd-(1/(2*Nd^2)*(1-Exp(-2*Nd)))
R: ((1/Beta)*Rn*Rh*Rb*(0.53+0.47*Rd))^0.5
GG:(2*Ln(3600*n1))^0.5+0.577/(2*LN(3600*n1))^0.5
Gust3: 0.925*((1+1.7*lzm*(3.4^2*(r2+GG^2*R^2)^0.5)/(1+1.7*3.4*lzm))=
Ridge=
▪ 0.85
C
No
0.85
900.00 ft
1.00
0.65
500.00 ft
15.00 ft
.00 Deg
FLAT
40.00 ft
No Overhang
300.00 ft
= 24.00 ft
▪ 0.21
= 469.15 ft: •••
= 0.81 •• •
= 0.83
• • • •
• •
• • • •
••••
•
• • • •
•
•
or Dynamically Sensitive Structures
ft0". • •• •
• • •
ft/g••• • ••
Gust Factor Summary
Not a Flexible Structure use the Lessor of Gustl or Gust2
= 264.00
= 163.40
= 28.71 Hz••r•••
= 0.02
▪ 11.26
= 84.46
= 282.75 • •
= 0.08
= 0.01
= 0.00
= 0.03
= 4.71
• •
•• ••
▪ 0.83
• • •
• •
• • •
•• •
0.83
Table 26.11-1 Internal Pressure Coefficients for 'Buildings, GCpi
GCPi : Internal Pressure Coefficient = +/-0.18
Low Rise Bldg Provisions per Fig. 28.4-1: MWFRS Load Case A
A11 pressures shown are based upon ASD Design, with a Load Factor of .6
Welerd
Caw
A
• •••
• • •
•• •
•
• •
•
•• •
• • •
•• •
••
•
• •
• •
• •
• •
• •
Load Case A
Case B Torsion
WC O IClUolr
Longitudinal Direction
BUILDING GCpf +GCpi -GCpi qh Min P Max P
Surface psf psf paf
1 -0.45 0.18 -0.18 44.60 -28.10 -12.04
2 -0.69 0.18 -0.18 44.60 -38.80 -22.75 ••••
3 -0.37 0.18 -0.18 44.60 -24.53 -8.47 • •
••••
4 -0.45 0.18 -0.18 44.60 -28.10 -12.04 • •
• • • •
5 0.40 0.18 -0.18 44.60 9.81 25.87 • • • • • • • •
6 -0.29 0.18 -0.18 44.60 -20.96 -4.91 • •
lE -0.48 0.18 -0.18 44.60 -29.44 -13.38 •
2E -1.07 0.18 -0.18 44.60 -55.75 -39.69
3E -0.53 0.18 -0.18 44.60 -31.67 -15.61 •••• •• • •
4E -0.48 0.18 -0.18 44.60 -29.44 -13.38 •••••• • ••••
5E 0.61 0.18 -0.18 44.60 19.18 35.23 • •
6E -0.43 0.18 -0.18 44.60 -27.21 -11.15 • • •• •••
1T * * * * .00 .00 •• •• •• •
2T * * * * .00 .00 di.
3T * * * * .00 .00 • • •• • • • •
4T * * * * .00 .00
• • •
5T * * * * .00 .00 • •
• • •
6T * * * * .00 .00 •• • •• • • •
• • •
•• •
Figure 28.4-1 - Low -Rise Mal And Roof Figure Notes:
Notes: 1) Pressure = qh * (GCPf - (+/- GCpi)), only max value shown
2) For Torsional Load Cases, the zones are designated with a "T".
The pressures(Min P & Max P) are 25% of the full design wind
pressures(Ld Case 1T=25%*1(ld case 1),2T=25%*2,3T=25%*3,4T=25%*4).
Exceptions to Torsional Load Cases: One story buildings with mean
roof height<=30 ft(9.1m), buildings with two stories or less framed
with light frame construction, and buildings two stories or
less designed with flexible diaphragms need not be designed
for the Torsional Load Cases. (Note 5 of Figure 6-10)
.ti
Wind Pressure on Components and Cladding (Ch 30 Part 1)
Gable Roof 8 = 7
All pressures shown are based upon ASD Design, with a Load Factor of .6 : .•.
•• •
= 16.00 ft
Width of Pressure Coefficient Zone "a" _
Description Width Span Area Zone Max Min Max P Min P
ft ft ft^2 GCp GCp paf paf
10 SQFT
20 SQFT
50 SQFT
100 SQFT
10 SQFT
20 SQFT
50 SQFT
100 SQFT
10 SQFT
20 SQFT
50 SQFT
100 SQFT
10 SQFT
20 SQFT
50 SQFT
10 SQFT
20 SQFT
50 SQFT
10 SQFT
20 SQFT
50 SQFT
100 SQFT
10 SQFT
20 SQFT
50 SQFT
100 SQFT
3.16
4.47
7.07
10.00
3.16
4.47
7.07
10.00
3.16
4.47
7.07
10.00
3.16
4.47
7.07
3.16
4.47
7.07
3.16
4.47
7.07
10.00
3.16
4.47
7.07
10.00
3.16
4.47
7.07
10.00
3.16
4.47
7.07
10.00
3.16
4.47
7.07
10.00
3.16
4.47
7.07
3.16
4.47
7.07
3.16
4.47
7.07
10.00
3.16
4.47
7.07
10.00
10.0
20.0
50.0
100.0
10.0
20.0
50.0
100.0
10.0
20.0
50.0
100.0
10.0
20.0
50.0
10.0
20.0
50.0
10.0
20.0
50.0
100.0
10.0
20.0
50.0
100.0
Khcc:Comp. & Clad. Table 6-3 Case 1
Qhcc:.00256*V^2*Khcc*Kht*Kd
1
1
1
1
2
2
2
2
3
3
3
3
2H
2H
2H
3H
311'
3H
4
4
4
4
5
5
5
5
0.30 -1.00
0.27 -0.97
0.23 -0.93
0.20 -0.90
0.90 -1.80
0.85 -1.59
0.79 -1.31
0.74 -1.10
0.90 -1.80
0.85 -1.59
0.79 -1.31
0.74 -1.10
0.30 -1.70
0.27 -1.67
0.23 -1.63
0.30 -2.80
0.27 -2.20
0.23 -1.40
0.90 -0.99
0.85 -0.94
0.79 -0.88
0.74 -0.83
0.90 -1.26
0.85 -1.16
0.79 -1.04
0.74 -0.94
21.41
20.07
18.29
16.95
48.17
46.04
43.21
41.08
48.17
46.04
43.21
41.08
13.38
12.04
10.26
13.38
12.04
10.26
48.17
46.04
43.21
41.08
48.17
46.04
43.21
41.08
- 52.63
- 51.29
- 49.51
-48.17
- 88.31
-78.92
-66.49
- 57.09
- 88.31
-78.92
- 66.49
- 57.09
- 75.82
- 74.48
- 72.70
-124.88
-98.07
-62.54
- 52.18
- 50.05
-47.23
- 45.09
- 64.23
- 59.96
- 54.32
- 50.05
•
• • • •
• •
• • • •
• •
•• ••
• • •
• •
• •
• 1.05
= 44.60 psf
• •
•• •
•
• • • •
•
•• •
• • •
• ••
• • • •
• • •
•• •
•
• •
•
•• •
• • •
•• •
POST ON SITE
INSPECTION RECORD;
Miami Shores Village
10050 N E`.`2nd Avenue,
Miami Shores; FL 33138-0000' •
Phone: (305)795-2204 Fax: (305)756-8972
Permit NO. CC-3-18-667
P.,eri 1t 7`ype: Commarclattonstruction
Work C/assifcation:.Alteration
`Issue Date. 6/18/2018
1 y18
Expires:
.
a i
INSPECTION REQUESTS: (305)762.4949 or Log "On'at https:l/bIdg,.miamisho're ► ji age.com/cap
REQUESTS ARE ACCEPTED DURINGI8:30AM - 3 30PM FOR THE FOLLOWING BUSINESS DAY."'` ,%
Requests must be received by 3'Pm ;;for •following day inspections. ,'' •` $`"
Commercial Construction.
Owner's Name: BARRY UNIVERSITY.
Job Address: ,11300 NE 2 AvenueSuite: Landon Studen
Miami Shores' FL 331381000Q
.
Bond Number
Contractor(s)
DADE CONSTRUCTION CORP
Phone PrimarO ntrac
(786)564-,7623 • Yes
s.
r,
P °rcel #1;121360010160-26
wner's Phone:
tal Square Feet:
otal Job Valuation:
ORK IS ALLOWED:
�f�`11AONDAY-THROUGH FRIDAY, 8:00AM . 7:OOPM.
SATURDAY 8:OOAM - 6:OOPM�
NO WORK IS ALLOWED ON SUNDAY OR HOLIDAYS.
.
BUILDING AND ROOFING INSPECTIONS ARE DONE
MONDAY THROUGH FRIDAY.
1a•
t
, .1 1. [.
NO INSPECTION WILL BE MADE UNLESS THE PERMITCARD`IS'DISPLAYED AND -HAS BEEN APPROVED: PLANS AREREADLY AVAILABLE. IT IS
THE PERMIT APPLICANTS RESPONSIBILITY TO:ENSURE.THAT WORK IS<ACCESSIBLEAND EXPOSED FOR INSPECTION PURPOSES. NEITHER
THE CUILDING OFFICIAL NOR THE CITY SHALL BE:LIABLE FOR_ "EXPENSE ENTAILED IN THE REMOVAL OR.REPLACEMENT OF ANY MATERIAL
REQUIRED TO ALLOW INSPECTION: ' 1 ' . `
WARNING - TO . OWNER: YOUR;_. •FAILUF E TO RECORD -A , NOTICE OF
COMMENCEMENT MAY 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
INTEND. TOr• bBTAIN FINANCING; CONSULTOR WITH, YOUR LENDER, AN
ATTORNEY ,BEFORE 'COMMENCING ,WORK OR 'RECORDING YOUR .NOTICE ,AN
COMMENCEMENT.
Certificate of Completion
Miami Shores Village
10050 NE 2 Ave, Miami Shores FL, 33138
Tel: 305-795-2204 Fax: 305-756-8972
Building Inspection Department
This certificate issued pursuant to the requirements of the Florida Building Code 106.1.2 certifying that at the time of issuance this structure was in
compliance with the various ordinances of the jurisdiction regulating building construction or use. For the following:
Permit Type COMMERCIAL CONSTRUCTION
Bldg. Permit No. CC-3-18-667
Owner BARRY UNIVERSITY Contractor DADE CONSTRUCTION CORP
Subdivision/Project Date Issued
Occupancy
Construction Type II -A Load 80
Occupancy
Square Footage 5861 Type Mix. M & B
Description of INTERIOR ALTERATION - BOOKSTORE Applicable
Work Code 2014 FLORIDA BUILDING
September 12, 2018
Location Flood Zone A F.F.E 14.7
11300 NE 2 AVE LANDON
Miami Shores FL 33138
yf r/r
Building Officials Approval Ismael Naranjo, CBO
Not Transferable
POST IN A CONSPICUOUS PLACE
INSPECTION RECORD
•
STRUCTURAL
INSPECTION l)
A r.
, INgp
Foundation �//")21
i ,
Stemwall }
"9
Slab
Columns (1st Lift) •
- -
Columns (2nd Lift) _
Tie Beam
Truss/Rafters: _
_
Roof Sheathing
'
Bucks
i
Interior Framing ` , ' ,
,s ,r
Insulation ' r
• • A
Ceiling Grid'
Drywall'
• ..
Firewall° ' '
'
Wire Lath
+
Pool Steel° '
Pool Deck
-
-
Final Pool '
Final Fence'
Screen Enclosure
Driveway
'
Driveway Base
Tin Cap ,
Roof in Progress
Mop in Progress
i ';
Final Roof
Shutters Attachment
Final Shutters .�
'-
Rails arid Guardrails '`
''"
ADA compliance %, r
`} .
FINAL
:# t ' Affi7i
i
ilir
DOCUMENTS
Soil Bearing Cert
'
Soil Treatment Cert'
Floor Elevation Survey
Reinf Unit Mas Cert
Insulation -Certificate
,
Spot Survey
.
Final Survey
Truss Certification
STRUCTURAL COMMENTS '
_ -
Y
-
.a
. a. -. ... - '6•
WINDOWS & DOORS
INSPECTION"-
Attachment
FINAL
DATE
INSP
PUBLIC WORKS
INSPECTION'
Excavation;,
FINAL
DATE
INSP
ELECTRICAL
INSPECTION`
TemporarylPole ;
30;Day Temporary
Pool Bonding
Pool Deck Bonding
DATE'" INSPi"'
';
Pool Wet Niche
Underground
FooterGround""
Slab-.•.:..
Wall Rough =:.
CeilingRou
Roug
Telephone. Rough.
Telephone' Final
TV Rough
TV Final
Cable Rough
Cable Final
Intercom Rough
Intercom Final
•
Alarm Rough.
Alarm: Final_
Fire AlarmRoughr
Fire -Alarm Final`
PLUMBING
INSPECTION
DATEr-
INSP
Rough —
Water Service
2nd Rough
Top,Out ;
Fire Sprinklers
Septic Tank
Sewer Hook-up
Roof Drains
Gas
LP Tank
Well
Lawn:Sprinklers-
Main Drain
Pool Piping
Backflow Preventor
Intercpt6r.
Catch Basins
Condensate Drains
HRS.Final
FINAL
.a PLUMBING COMMENTS ,,.
MECHANICAL
INSPECTION
DATE
INSP
Underground Pipe
Seniice,Wo'rk With..
FINAL
ELECTRICAL COMMENTS
INSPECTION-
FIRE
DATE`
INSP ',f
Final Sprinkler
'
Final Alarm
`6
FINAL
.�V
ough
Ventilation Rough
Hood` Rough`
Pressure Test
Final Hood
Final Ventilation
Final Pool Heater
Final Vacuum,
MECHANICAL'COMMENTS
}
MecaWind Pro v2.2.8.2 per ASCE 7-10
Developed by MECA Enterprises, Inc. Copyright www.mecaenterprises.com
Date : 4/24/2018
Company Name :
Address
City•
State•
Input Parameters: Envelope
Basic Wind Speed(V)
Structural Category
Natural Frequency
Importance Factor
Alpha
At
Am
Cc
Epsilon
Pitch of Roof
h: Mean Roof Ht
RHt: Ridge Ht
OH: Roof Overhang at Eave=
Bldg Length Along Ridge =
Procedure per ASCE
= 180.00 mph
= III
10.00 Hz
= 1.00
• 9.50
▪ 0.11
▪ 0.15
▪ 0.20
= 0.20
▪ 0 : 12
= 40.00
• 40.00
.00
300.00
ft
ft
ft
ft
Project No. .
Designed By .
Description : Barry University Book Store
Customer Name :
Proj Location : 11300 NE 2nd Av. Miami Shores
7-10 Chapter 28 Part 1
Exposure Category ▪ C
Flexible Structure - No
Kd Directional Factor = 1.00
Zg = 900.00 ft
Bt • 1.00
BM = 0.65
1 = 500.00 ft
Zmin ▪ 15.00 ft
Slope of Roof(Theta) _ .00 Deg
Type of Roof - FLAT
Eht: Eave Height - 40.00 ft
Overhead Type = No Overhang
Bldg Width Across Ridge- 300.00 ft
Gust Factor Calculations
Gust Factor Category I Rigid Structures - Simplified Method
Gusts: For Rigid Structures (Nat. Freq.>1 Hz) use 0.85
Gust Factor Category II Rigid Structures - Complete Analysis
Zm: 0.6*Ht
lzm: Cc*(33/Zm)^0.167
Lzm: 1*(Zm/33)^Epsilon
Q: (1/(1+0.63*((B+Ht)/Lzm)^0.63))^0.5
Gust2: 0.925*((1+1.7*lzm*3.4*Q)/(1+1.7*3.4*lzm))
= 0.85
24.00
0.21
469.15
0.81
0.83
ft
• •
• •
ft•• •
•
• • • •
• •
• • • •
• • • •
•
• • • •
•
Gust Factor Category III Rigid Structures - Flexible or Dynamically Sensitsty;sStructujgs •
Vhref: V*(5280/3600) = 264.00 ftWs • • • •
Vzm: Bm*(Zm/33)^Am*Vhref = 163.40 ft/•s••• • ••
NF1: NatFreq*Lzm/Vzm
Rn: (7.47*NF1)/(1+10.302*NF1)^1.667
Nh: 4.6*NatFreq*Ht/Vzm
Nb: 4.6*NatFreq*B/Vzm
Nd: 15.4*NatFreq*L/Vzm
Rh: 1/Nh-(1/(2*Nh^2)*(1-Exp(-2*Nh)))
Rb: 1/Nb-(1/(2*Nb^2)*(1-Exp(-2*Nb)))
Rd: 1/Nd-(1/(2*Nd^2)*(1-Exp(-2*Nd)))
R: ((1/Seta)*Rn*Rh*Rb*(0.53+0.47*Rd))^0.5
GG:(2*Ln(3600*n1))^0.5+0.577/(2*LN(3600*n1))^0.5
Gust3: 0.925*((1+1.7*1zm*(3.4^2*Q^2+GG^2*R^2)^0.5)/(1+1.7*3.4*lzm))=
Gust Factor Summary
Not a Flexible Structure use the Lessor of Gustl or Gust2
- 28.71
▪ 0.02
• 11.26
▪ 84.46
= 282.75
▪ 0.08
• 0.01
▪ 0.00
• 0.03
▪ 4.71
▪ 0.83
He
• •
•• ••
• • •
• •
• •
• • •
•• •
0.83
Table 26.11-1 Internal Pressure Coefficients for Buildings, GCpi
GCPi : Internal Pressure Coefficient = +/-0.18
Low Rise Bldg Provisions per Fig. 28.4-1: MWFRS Load Case A
All pressures shown are based upon ASD Design, with a Load Factor of .6
• •••
• • •
•• •
•
• •
•
•• •
• • •
•• •
Load Case A
Case A Torsion
IINDIXOCTEPt
LON
Transverse Direction
BIIILDING GCpf +GCpi -GCpi qh Min P Max P
Surface psf pef pef
1 0.40 0.18 -0.18 52.47 11.54 30.43
2 -0.69 0.18 -0.18 52.47 -45.65 -26.76
3 -0.37 0.18 -0.18 52.47 -28.86 -9.97
4 -0.29 0.18 -0.18 52.47 -24.66 -5.77
1E 0.61 0.18 -0.18 52.47 22.56 41.45 ••••
2E -1.07 0.18 -0.18 52.47 -65.59 -46.70 • •
3E -0.53 0.18 -0.18 52.47 -37.25 -18.36 •• • • • •
• • • •
4E -0.43 0.18 -0.18 52.47 -32.01 -13.12 •• • •••• •
1T * * * * .00 .00 ••• • •
2T * * * * .00 .00 •
3T * * * * .00 .00
•••• •• ••
4T * * * * .00 .00 • • • • •
•••• • ••
Low Rise Bldg Provisions per Fig. 28.4-1: MWFRS Load Case B
Al]. pressures shown are based upon ASD Design, with a Load Factor of .6••••••
Load Case
• • •
• •••
• • •
•• •
• •
•
• ••
• • • •
• • •
•• • • •
• • •
Wind Pressure on Components and Cladding (Ch 30 Part 1)
Roof not
show
Walls
Gable Roof 0 ?
All pressures shown are based upon ASD Design, with a Load Factor of .6
Width of Pressure Coefficient Zone "a" _
= 16.00 ft
• •
Description Width Span Area Zone Max Min Max P Min P •••• •
•
ft ft ft^2 GCp GCp psf psf
10 SQFT
20 SQFT
50 SQFT
100 SQFT
10 SQFT
20 SQFT
50 SQFT
100 SQFT
10 SQFT
20 SQFT
50 SQFT
100 SQFT
10 SQFT
20 SQFT
50 SQFT
10 SQFT
20 SQFT
50 SQFT
10 SQFT
20 SQFT
50 SQFT
100 SQFT
10 SQFT
20 SQFT
50 SQFT
100 SQFT
3.16
4.47
7.07
10.00
3.16
4.47
7.07
10.00
3.16
4.47
7.07
10.00
3.16
4.47
7.07
3.16
4.47
7.07
3.16
4.47
7.07
10.00
3.16
4.47
7.07
10.00
3.16
4.47
7.07
10.00
3.16
4.47
7.07
10.00
3.16
4.47
7.07
10.00
3.16
4.47
7.07
3.16
4.47
7.07
3.16
4.47
7.07
10.00
3.16
4.47
7.07
10.00
10.0
20.0
50.0
100.0
10.0
20.0
50.0
100.0
10.0
20.0
50.0
100.0
10.0
20.0
50.0
10.0
20.0
50.0
10.0
20.0
50.0
100.0
10.0
20.0
50.0
100.0
1
1
1
1
2
2
2
2
3
3
3
3
2H
2H
2H
3H
3H
3H
4
4
4
4
5
5
5
5
0.30 -1.00
0.27 -0.97
0.23 -0.93
0.20 -0.90
0.90 -1.80
0.85 -1.59
0.79 -1.31
0.74 -1.10
0.90 -1.80
0.85 -1.59
0.79 -1.31
0.74 -1.10
0.30 -1.70
0.27 -1.67
0.23 -1.63
0.30 -2.80
0.27 -2.20
0.23 -1.40
0.90 -0.99
0.85 -0.94
0.79 -0.88
0.74 -0.83
0.90 -1.26
0.85 -1.16
0.79 -1.04
0.74 -0.94
25.19
23.61
21.52
19.94
56.67
54.16
50.84
48.33
56.67
54.16
50.84
48.33
15.74
14.16
12.07
15.74
14.16
12.07
56.67
54.16
50.84
48.33
56.67
54.16
50.84
48.33
-61.92
- 60.34
-58.25
- 56.67
- 103.89
- 92.85
- 78.23
-67.16
-103.89
-92.85
- 78.23
-67.16
- 89.20
- 87.62
-85.53
-146.92
- 115.37
-73.58
-61.39
- 58.88
-55.56
- 53.05
- 75.56
- 70.54
- 63.90
- 58.88
••••
• •
•
•
•
•••• •• •
• • • • •
•••• • ••
• •••
• • • • •
•• •• •• •
•
• • •
• • • •
• • •
• • •
•• • •• •
• • •
•• •
Khcc:Comp. & Clad. Table 6-3 Case 1 - 1.05
Qhcc:.00256*V^2*Khcc*Kht*Kd = 52.47 psf
BUILDING GCpf +GCpi
Surface
-GCpi
Longitudinal Direction
qh Min P Max P
psf psf psf
1 -0.45 0.18 -0.18 52.47 -33.06 -14.17
2 -0.69 0.18 -0.18 52.47 -45.65 -26.76 ••••
3 -0.37 0.18 -0.18 52.47 -28.86 -9.97 • •
4 -0.45 0.18 -0.18 52.47 -33.06 -14.17 • •• ••••
•••• •
5 0.40 0.18 -0.18 52.47 11.54 30.43 •• • •••• •
6 -0.29 0.18 -0.18 52.47 -24.66 -5.77 •••• •
lE -0.48 0.18 -0.18 52.47 -34.63 -15.74 •
2E -1.07 0.18 -0.18 52.47 -65.59 -46.70 • • •
3E -0.53 0.18 -0.18 52.47 -37.25 -18.36 • •••• • •• • • •
• • •
4E -0.48 0.18 -0.18 52.47 -34.63 -15.74 •••• • ••
5E 0.61 0.18 -0.18 52.47 22.56 41.45 • •
6E -0.43 0.18 -0.18 52.47 -32.01 -13.12 • • • • •
1T * * * * .00 .00 •• •• •• •
•
2T * * * * .00 .00 • •
3T * * * * .00 .00 •• • • • • •
4T * * * * .00 .00 • • • • •
5T * * * * .00 .00 • • •
6T * * * * .00 .00 • • • • • • • •
• • •
•• •
Figure 28.4-1 - Low -Rise Mal And Roof Figure Notes:
Notes: 1) Pressure - qh * (GCPf - (+/- GCpi)), only max value shown
2) For Torsional Load Cases, the zones are designated with a "T".
The pressures(Min P 6 Max P) are 25% of the full design wind
pressures(Ld Case 1T-25%*1(ld case 1),2T=25%*2,3T_25%*3,4Tm25%*4).
Exceptions to Torsional Load Cases: One story buildings with mean
roof height<-30 ft(9.1m), buildings with two stories or less framed
with light frame construction, and buildings two stories or
less designed with flexible diaphragms need not be designed
for the Torsional Load Cases. (Note 5 of Figure 6-10)
_ M rAM I•DADE
COUNTY
,�1� VERIFICATION FORM
lR11 mOMITS NOT VALID WITHOUT A PAID INVOICE AND EXPIRES ONE YEAR FROM THE DATE ON FORM
Water and Sewer
PO Box 330316 • 3071 SW 38 Avenue
Miami, Florida 33233-0316
T 305-665-7471
ATLAS PAGE: F7-B INV#: 47492 FORM #:
201870369 DATE:
3/30/2018
NAME OF OWNER:
PROPERTY ADDRESS:
PROPOSED USAGE /
NO. OF UNITS:
REPLACES: PREVIOUS
USAGE / NO. OF UNITS:
PROPERTY LEGAL:
FOLIO NUMBER:
PROPOSED FLOW:
PREVIOUS FLOW:
ADOPTED FLOW:
LANDON STUDENT UNION BLDG BOOK STORE M2018008766
11300 NE 2 AVE LANDON 101A BOOK STORE
RETAIL PER PAPER PLANS
SCHOOL PER PTXA 1990 & CCB ACC#4213042200
36 52 41 38.80 AC M/L SW 1/4 OF NE1/4 LESS E4OFT
11-2136-000-0040
586
703
0
GALLONS PER DAY INCREASE:
PREVIOUS SQUARE FOOTAGE:
PROPOSED SQUARE FOOTAGE:
❑ CRITICAL HABITAT
5,861
5,861
-117
❑ NEW CONSTRUCTION
Li INTERIOR RENOVATION
❑ SEWER ONLY
THIS IS TO CERTIFY THAT THE MIAMI-DADE WATER AND SEWER DEPARTMENT DOES HAVE A(N) 12 INCH
WATER MAIN ABUTTING THE SUBJECT LEGALLY DESCRIBED PROPERTY. WE ARE WILLING TO SERVE THE SUBJECT
PROPERTY, (OR, IF' WILL HAVE", UPON PROPER CONVEYANCE AND PLACEMENT INTO SERVICE OF WATER FACILITIES
BY THE DEVELOPER UNDER AGREEMENT WITH THE DEPARTMENT, (AGREEMENT ID # N/A) SUBJECT TO PROHIBITIONS
OR RESTRICTIONS OF GOVERNMENTAL AGENCIES HAVING JURISDICTION OVER MATTERS OF WATER SUPPLY OR
WITHDRAWAL.
BY:
NEW BUSINESS COMM
Barbara Enriquez - New Business
Representative
AUTHORIZED BY
THIS IS TO CERTIFY THAT THE MIAMI-DADE WATER AND SEWER DEPARTMENT DOES NOT HAVE A(N) — INCH
GRAVITY SEWER MAIN ABUTT NG THE SUBJECT LEGALLY DESCRIBED PROPERTY. WE ARE WILLING TO SERVE
THE SUBJECT PROPERTY, (OR, IF 'WILL HAVE", UPON PROPER CONVEYANCE AND PLACEMENT INTO SERVICE OF SEWER
SEWER FACILITIES BY THE DEVELOPER UNDER AGREEMENT WITH THE DEPARTMENT, (AGREEMENT ID # N/A ).
SUBJECT TO PROHIBITIONS OR RESTRICTIONS OF GOVERNMENTAL AGENCIES HAVING JURISDICTION OVER MATTERS
OF SEWAGE DISPOSAL. FURTHERMORE, APPROVAL OF ALL SEWAGE FLOWS INTO THE DEPARTMENTS SYSTEM MUST
BE OBTAINED FROM D.E.R.M. THE ANTICIPATED DAILY WATER AND/OR SEWAGE FLOW FOR THIS PROJECT WILL BE: ONE
HUNDRED SEVENTEEN [-117] GALLONS PER DAY INCREASE.
BY:
SIG URE OF REPRESENTATIVE
NEW BUSIN .S COMMENTS:
Barbara Enriquez - New Business
Representative
AUTHORIZED BY
Subject to RER terms & conditions set forth in Consent Decree (Case No.1:12-CV-24400-FAM)
or DOH Onsite Sewer Treatment & Disposal Rules & Statutes
THIS VERIFICATION LETTER CERTIFIES THE AVAILABILITY OF A WATER AND/OR SEWER MAIN ONLY, AND IT DOES NOT
GUARANTEE THE EXISTENCE OF A WATER SERVICE LINE OR OF A SEWER LATERAL WITH SUFFICIENT DEPTH TO SERVE THE
PROPERTY. FOR ADDITIONAL INFORMATION CALL 786-268-5360. SHOULD IT BECOME NECESSARY TO INSTALL A SERVICE LINE
AND/OR A SEWER LATERAL WASD REQUIRES THAT THE DEVELOPER RETAINS SERVICES FROM DESIGNERS AND
CONTRACTORS WITH SKILL SETS FOR DESIGNING, BUILDING AND CONNECTING TO PUBLIC WATER AND SEWER SYSTEMS.
CONTACT NAME: EDWARD WALTON
CONTACT PHONE: (954) 659-2840
AUTHORIZED BY:
Printed On: 3/30/2018 NB: Barbara Enriquez
12:34:39 PM
PR: