RC-10-516BUILDING
PERMIT APPLICATION
FBC
Permit Vie. BUILDING ROOFING •
Owner's Name (Fee Simple Titleholder) `., `' ' ?t r5
Owner's Address :444 / 449e r
City » ' °,.�.> a State - ''
t3' e� � e Z ip
Tenant/Lessee Nime Phone #
Email
Job Address (where the work is being done
City. Miami Shores Village County Miami-Dade Zip „?..
FOLIO / PARCEL # , • . ;
Is Building kistaricaliy Designated YES NO Flood Zone
Contraetor'a Company Name i. -T/ el). z° :� t-' 1 r
l�
�5' ; Phone # ,3.E✓ J ---- .DG' , ,Z
Contractor's Address L T / iC f , . . t'e
City. %/ / tate —6" Zip . c3S/ r
Qualifier Name i e . : - ems. " phone # ,,?d e
State Certificate o egi ation No , ( die J T/ /O/ Certificate of Competency No,
Contact Phone E -mail
Architect/Engineer's Name (if applicable) Phone #
j
Value of Work For this Permit $ ; quare / Linear Footage 01 Work;
Type of Work: DAddition C Alteration New 0 Repair/Replace
{
Mbesc iii ' oric� ...�
Arar
�ryf
r�.
Shores, 33i3$ pis a 2910
NUMBER: ((305) 762.4949 C --
Permit .No( C ) t )
Master Permit No. 4L �' /
r ... . /�,
G. ,
± €, a.t:s
Demolition
Submlttal Fee $ Permit Fee $ CCF $ CO/CC $
Notary $ Tralning/Education: $ : Technology Fee $
Scanning $' -- - Radon $ DPBR 5 Bond $
Double Fee $ Violation date:
r
Structural. Review: $ V f3 y 'r"E
Total Fee Now Due $ � C �1:.�' �
See Reverse side –
M i a mi Shores Village
1
Building :. e ai 1mer!t
10054 N.E.2nd' Avenue, Miami
Tel (305) 795;2204 Fax (305) 756:8972
0
O
INSPECTION'S PHONE N
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
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, j
WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC
•OWNER'S AFFIDAVIT: I certify that all the foregoing information Is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
"WARNING TO OWNER :.: YOUR FAILURE : TO RECORD A NOTICE OF
COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR
IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN
FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE
RECORDING YOUR NOTICE OF COMMENCEMENT."
Notice to Applicant: As a condition to th - issuance of a building permit with an estimated value exceeding $2500, the. applicant must
promise in good faith that a copy of the , otice of commencement and construction lien law brochure will be delivered to the person
whose property is subj 'ct to attachment. lso, a certified copy of the recorded notice of commencement must be sted at the job site
for the first msspectio hi , rs s n (7) days after the building permit is_ _issued In the absenc posted notice, the
inspection will not b i ; pr- ' a re spection fee will be charged.
Signs 'Ititalitt=1.1
or Agent
'.The foregoing instrument was acknowledged before me this 9 The foregoi
day of i , 2010, by day of
me orr who has produced who i
who
Sign:
Prin
NOT UBLIC :
Cz(c ( } v9
My Commission Expires:. S I " I 1 Z,.
(Revised' 07 /10 /07)(Revised 06/10/2009)
As identification and who did take an oath.
ktlFit��
1(1,1 /00
/d /, „ And PU�� G
` APPROVED BY 7115 e 8 /1 l ko 5 Plans Examiner
Engineer
Signature
ersonally known
o me or who has produced
Zip •
Contractor
instruinent-was acknowledged before me thiP
201 by
as identification and who did take oath.
NOTARY PUBLIC: ��� ®��etaao�xt��arr
rO GONG 1 /,/
Sign: (. •
Prult:..�'1'1`k'�iY - Cf C
My Commission Expires: ii (�``CC��� ;;-(011,4° .. + ;�,,
.
, . ..... .. r °iy 4 �w
****************************************************************** * * * * * * * * * * * **** * * * * * * **. * * * * * **
Zoning
Clerk checked
rI
Scheduled Inspection Date: November 05, 2010
Inspector: Bruhn, Norman
Owner: SANCHEZ, VIVIANE
Job Address: 41 NW 109 Street
Project: <NONE>
Contractor: ON DEMAND CONSTRUCTION CORP
Building Department Comments
November 04, 2010
Miami Shores, FL 33168 -4314
Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
Inspection Number: INSP- 152940 Permit Number: RC -3 -10 -516
For Inspections please call: (305)762 -4949
Permit Type: Residential Construction
Inspection Type: Final
Work Classification: Alteration
Phone Number
Parcel Number 1121360030290
Phone: (305)200 -2787
EXTERIOR DOOR REPLACE DOOR FIRST THEN
WINDOW NOW DOOR 1.
REPLACE WINDOW WITH A DOOR.
Passe
Failed
Correction
Needed
Re- Inspection
Fee
No Additional Inspections can be scheduled until
re- inspection fee is paid.
Inspector Comments
Page 6 of 7
COUNTY
I�
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA)
Nu -Vne Industries, Inc. ''° AUG ®� 010
1055 East 29 Street _
Hialeah, FL 33013
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division
and accepted by the Board of Rules and Appeals (BORA) to be used in Miami 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
Division (In Miami Dade County) and/or the AHJ (in areas other than Miami 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 AHJ may
immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA
reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control
Division 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.
MIAMI-DADE COUNTY, FLORIDA
METRO -DADE FLAGLER BUILDING
140 WEST FLAGLER STREET, SUITE 1603
MIAMI, FLORIDA 33130-1563
1 (305) 375 -2901 FAX (305) 372 -6339
�' � � � 1 P www.miamidade.aov/buildinecode
DESCRIPTION: Series AB, NVSTA, NVHTA, NVTHJ, IKE, NWT and NVHC -37 Wood Connectors
APPROVAL DOCUMENT: Drawing No. NU -1, titled "Truss and Top P ', shy 1 through 4
of 4, dated 02/18/08, prepared by Nu -Vue Industries, Inc., signed and sealed ' of 'V E bearing
the Miami -Dade County Product Control Revision stamp with the Notice �f • • um . • •
expiration date by the Miami -Dade County Product Control Division.
MISSILE IMPACT RATING: None
LABELING: Each unit shall bear a permanent label with the manufac - w �_ • • , i ► , ti . • • and :
•
following statement "Miami -Dade County Product Control Approved ", . ` s oted
RENEWAL of this N O A shall be considered a f t e r a r e n e w a l application bias beams - d th 1plsteen
no change in the applicable building code negatively affecting the performance of tfis foduct. • • • •
•
TERMINATION of this NOA will occur after the expiration date or if there has bLentt $vision or cbange •
in the materials, use, and/or manufacture of the product or process. Misuse of this /10A at an en*o *lenient o£
any product, for sales, advertising or any other purposes shall automatically terminaltiis•NOA 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 # 03- 0224.10 and consists of this page 1 and evidence page E -1, as well
as approval document mentioned above.
The submitted documentation was reviewed by Carlos M. Utrera, P.E.
•
• . •
• •,.-. -• _ . •
NOA No. 08- 0325.02
Expiration Date: May 22, 2013
Approval Date: June 5, 2008
Page 1
04, 04- ,�
Nu -Vue Industries, Inc.
Reuort No.
1. 05 -5195A
2. 05 -5196A
3. 04 -4995
4. 04-4996
5. 05 -5612
6. 06 -5622
7. 04 -4908
8. 03 -4631
9. 08 -6711
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. NU -1, titled "Truss and Top Plate Anchors ", sheets 1 through 4 of 4, dated
02/18 /08, prepared by Nu -Vue Industries, Inc., signed and sealed by Vipin N. Tolat, P.E.
B. TESTS
Test reports on wood connectors per ASTM D1761 -88 by Product Testing, Inc., signed and
sealed by C. R. Caudel, P.E.
Caudel, P.E.
Wood Connector
AB -5
AB -7
NVTHJ -26
NVTHJ -28
IKE -1
IKE -2
NVTT
NVTT
NVHC -37
Load Direction
Fl and F2
F1 and F2
Upward
Upward
Upward, LI and L2
Upward, LI and L2
Upward and L1
Upward and Ll
Upward, LI and L2
C. CALCULATIONS
1. Shear value of common wire nails and steel plate tensile calculations, prepared by
Vipin N. Tolat, P.E., Consulting Engineer, dated 03/20/08, signed and sealed by Vipin
N. Tolat, P.E.
D. QUALITY ASSURANCE
1. Miami Dade Building Code Compliance Office (BCCO).
E. MATERIAL CERTIFICATIONS
1. None.
F.
E -1
Date
06/03/05
06/11/05
01/31/05
01/31/05
03/20/06
05/01/06
07/21/04
06/21/04
03/14/08
••••
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••••
• •
• • •
• • • •• •
• .•
•.
. .
• •
• •
. • ••
•• •• ••••
STATEMENTS • • • •
1. Code conformance letters, issued by Product Testing, Inc., sigged l sealerby t. R. • •
•
• • ••••
• •
••••
G. OTHER
1. Notice of Acceptance No. 03- 0224.10, issued to Nu -Vue Industries, Inc., approved on
04/17/03 and expiring on 05/22/08.
•
Ca os M. Utrera, P.E.
Product Control Examiner
NOA No. 08-0325.02
Expiration Date: May 22, 2013
Approval Date: June 5, 2008
•
•
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•
• •
Product
Code
Dimensions (nom)
Fastener Schedule
Alowable Loads (Its)
WI
W2
L
Header
Joist
Fl
F2
ABS
1%
2
5
3 10dxW
3- 10dx13"
511
595
AB7
1%
2
7
4- 10dx1r/"
4- 10dx1
582
794
AB-7
18 Gauge Angle Clips.
AB-5
Notes: Nail wider angle leg to Joist and Shorter leg to Header.
Typical Installation
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GENERAL NOTES:
1. Steel shall conform to ASTM A653, structural glade 33 (Mm. yield 33 ksi) and a minimum
galvanized coating of G 60 per ASTM AS25.
2. Allowable loads are based on National Dating specifications (NDS) for wood construction,
2001/2005 Edition.
3. Design loads are for Southern Pine species with a specific gravity of 0.55. Allowable loads for
other species shall be arjjasted accordingly.
4. Common wire nail values are based on NDS table UP, 0=0.55 and have been reduced for
Penetration Depth factor P/10D.
5. Allowable loads for wind uplift have already been increased by adumlion factor of 60% for
anchor nail. Load values shown are without 33% steel stress increase.
6. Allowable loads for more than a single connection cannot be added together. A design load
which is divided into components in the direction given must be evaluated as follows:
Actual Uift
Allowable Uplift + o + A11owaHeL2 1=1.0
7. Allowable loads are based on 1 thick wood members rmleas otherwise noted.
8. All tie beams and grouted concrete masonry shall comply with chapter 21 ofF13C. Concrete for
tie beams and grout and mortar for concrete masonry shall be a minimum of 2500 psi. Cow*
masonry shall comply with ASTM C90.
9. All tests have been conducted in accordance with ASTMD -1761.
VIM N. TOLAT, PE (CIVIL)
FL. REG. # 12847
15123 LANTERN CREEK LANE
HOUSTON. TX 77068
Nu -Vue .�.
DWC4
NU -1
TRUSS AND TOP PLATE ANCHORS
1 of 4
Date:
Feb 18,
2,008
1053 -1059 East 29 Sheet
FEatsah, Florida 33013
(305) 694-0397
Fax: (305) 694-0398
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Deep Seat Truss Anchor.. They are designed to resist lateral and uplift forces.
The strap is made of 14 gauge steel and the seats of 20 gauge steel.
UPLIFT
Assembly
Product
COde
NVSTAl2
NVSTA22
NVSTA24
Dimension
H
()
12
16
20
NVSTAI6
NVSTA20
22
24
Total No.
of Fasteners
in Strap
10d 114"
5
6
7
8
9
Total No. of
Fasters in
20 GA. Seat
10d 1
6
6
6
6
6
Allowable Loads (Its)
Uplift
1046
1141
1236
1331
1426
LI 6
700
760
823
887
950
L 6
1049
1144
1239
1335
1430
•• ••• • • • • • ••
•
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•
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• •
Holden Double Strap Riveted Truss Anchor.. They are designed of 14 gauge steel
plates to resist lateral and uplift forces. The seats are made of 20 gauge steel.
UPLIFT
Assembly
Product
Code
NVHTAI2
NVHTA16
NVHTA20
Nva1A22
NVHTA24
Dimension
H
()
12
16
20
22
24
Total No.
ofFasteners
in two Sumps
10d l'4"
10
12
14
16
18
Total No. of
Fasteners in
20 GA. Seed
10da1"
6
6
6
6
6
Allowable Loads (lba)
3
Uplift
1766
6
Uplift
1506
1695
1883
2071
2259
1987
2208
2429
L1
1050
6
1181
1312
1444
1575
6
L2
1450
1631
1812
1994
2175
Notes: Faomrcrammo
1. Nails are necessary in straps and sat to achieve, dosing loo O°r vdmtrl leds�
2. Sea note 6, sheet 1 for combined loading. Amman* sb
3 . Nm7s thmagh chords shall not force the trims plates.
4. For general notes, see sheet 1.
5. For higher uplift loads, concrete shall be 3000 psi.
6. Based on min. 2500 psi concrete.
VIPIN N. TOLAT, PE (CIVIL)
FL REG. # 12847
15123 LANTERN CREEK LANE
HOUSTON. TX 77068
Nu -Vue bithwimh.
DWO6:
NU -1
Sheet:
2 of 4
Data:
Feb 18,
2,008
1053 -1059 Fast 29 Sheet
13ialeah, Fkcida 33013
(305) 694-0397
Fax: (305) 694-0398
TRUSS AND TOP PLATE ANCHORS
Revisions:
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Product
Code
Dimensions ('mares)
Fasters
Allowable Loads (lbs)
W
I
L
Stud
Plate
Uplift
Ll
L2
IKE 1
134
5
334
610d
4-106
787
337
337
WE 2
134
6%
3%
6-10d
7 -106
932
451
318
Product
Code
Allowable Loads (Ibs) S. Pine
Nail Schedule
Uplift
Loads
Header
Nails 16d
(
lap Nail 10d
Jack Nail 106
a
b
total
c
d
total
NVTHJ26
1478
16
4
3
7
2
3
5
NVTB128
1931
20
5
4
9
2
3
5
12 Gauge NVTHJ Truss Hip & Jack Hanger
NVTHJ -28 stroller
U.S. Patent No. 4,984263
or
10dx134" nails can be used
� ,. .. • •••• • • • • • • • • • ••
• ••
• • • • •
•
•• ••• •• • • • •• • NVT -28 as shown
NVTHJaB similar
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•
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�� e. • •
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IKE -1
VIPIN N. TOLAT, PE (CIVIL)
FL REG. # 12847
15123 LANTERN CREEK LANE
HOUSTON, TX 77068
20G Stud Plate Ties
e IsoMETRlc
Typ.
11 4
UPLIFT
TYPICAL IKE1
WSTALATION
Nu -Vue induari.o.
1053 -1059 East 29 Sheet
Haleab, Florida 33013
(305) 694-0397
Fax: (305) 694-0398
TRUSS AND TOP PLATE ANCHORS
DWG #:
NU -1
Sheet
3 of 4
Dam:
Feb 18,
2,008
Revision&
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11
DTn tme (inches)
Fawners Schedole
Allowable Loads (l
W
B
H
L
Truss
Top Harm
Hollow Concrete
mammy
DOD
LI
NVTT 1
PA
1%
14
13
2- 10del31"
6-10d
--
968
543
NV'r 2
V&
1%
14
13
2-10dx1
—
T "
1384
465
1. 1- 10dal%" nail is placed an each side ofthe Truax and 3- 10daalla in each leg we placed in
two top plates.
2. 33 "dins Br long, W" embedment &poem are placed in each leg and into the hollow
=smote may. Maintain 23¢" edge distance front top of the block twd epaotng of 3"
between the tapccros.
MEELImatill
18 Gauge NVTT Sanibel Truss Strap
•
•
Aa r,
i
• •
I T
• • • •
• • • • •Nh,t • •
IVVTT-2 Sadler exceptcommie =sooty with
van mhos &KWoP Wood Nam a"dmfk
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• • •• • • • 0 41 0 • • • • • •
• •
L1
18 Gauge NVHC 37 SWAY Grip Clip (520)
V1PIN N. TOLAT, PE (CIVIL)
FL. REG. # 12847
15123 LANTERN CREEK LANE
HOUSTON, TX 77088
Nu -Vue
piroDuC
>a tbae�
dia
Meepaoloa Nei.' x. x.02
R %
1053 -1059 Fast 29 Street
l alea)]. Florida 33013
(305)694-0397
Fax (305) 694-0398
TRUSS AND TOP PLATE ANCHORS
Sheet:
4of4
Date:
Feb 18,
2,008
Reersionx
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Nall Schedule
Allowable Dee* Loads (llss)
Product Code
Description
or l'h er
41t
DIM
Ll
12
NVHC 37
S Way Clip
16-8d -106
16-10d
12.84 or
12-10d
702
560
637
1. 1- 10dal%" nail is placed an each side ofthe Truax and 3- 10daalla in each leg we placed in
two top plates.
2. 33 "dins Br long, W" embedment &poem are placed in each leg and into the hollow
=smote may. Maintain 23¢" edge distance front top of the block twd epaotng of 3"
between the tapccros.
MEELImatill
18 Gauge NVTT Sanibel Truss Strap
•
•
Aa r,
i
• •
I T
• • • •
• • • • •Nh,t • •
IVVTT-2 Sadler exceptcommie =sooty with
van mhos &KWoP Wood Nam a"dmfk
• ••• •• • • •
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• • • • • •
• • •• • • • 0 41 0 • • • • • •
• •
L1
18 Gauge NVHC 37 SWAY Grip Clip (520)
V1PIN N. TOLAT, PE (CIVIL)
FL. REG. # 12847
15123 LANTERN CREEK LANE
HOUSTON, TX 77088
Nu -Vue
piroDuC
>a tbae�
dia
Meepaoloa Nei.' x. x.02
R %
1053 -1059 Fast 29 Street
l alea)]. Florida 33013
(305)694-0397
Fax (305) 694-0398
TRUSS AND TOP PLATE ANCHORS
Sheet:
4of4
Date:
Feb 18,
2,008
Reersionx
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0
1��y 5(I 1 I I0
BUILDING
PERMIT APPLICATION
FBC 2004
Permit Type (circle): Building r Roofing
Owner's Name (Fee Simple Titleholder) (!/ « L � . 1 1' Phone # ` 33 S-7 f(./
yA)
Owner's Address 51/
City �/7/1J / State
Tenant/Lessee Name Phone #
Job Address (where the work is being done) 4/7,f/Gt) / ' 7 `s
City Miami Shores Village County Miami -Dade Zip 3 / L
FOLIO / PARCEL #
Is Building Historically Designated YES NO b<
Contractor's Company Name j��/ i4fet d o p�(, U /114 # Ye r g o- 2 7e 7
Contractor's Address 6 / ter/ J' ,S j
City ��'/ /79 � �� r" ` / State Zip (53/3 7
Qualifier Name #1.e. 4,4,n ,d4 -i✓.4 Phone # ,3 0,5—
,3 0, 2'a 2 7 cr 7
State Certificat r R istration No. Certificate of Competency No.
Miami Shores Village
MAR 2 9 2010
Building Department
f0050 N.E.2nd Avenue, Miami Shores, Florida 33138
756.8972
Permit NS-00 —61Y
Master Permit No.
Architect/EngtZLNAmeaapacaNe Phone #
V 1ue of Work Fat this Permit $ I `(20. DQ Square / Linear Footage Of Work:
Describe Work: e.,,V Pe- eett.
of �ork: Add ition Altera 'on
Typ h
Bond $ Code Enforcement $
Zip 33/ lo 5
/ , / o d i 2 - r b e s Whi a A . 4 0 f d / 1 I a t ) 4 " 4
Double Fee $
* * * * * *, * * * * *****xx * * * * * * * * *, * * * * * * * * * ** F * *x * * * *x * * * * ** * ** * *** * *** * *** *** ** ********
Submittal Fee $ Permit Fee $ Me) CCF $ • CO /CC
Notary $ Training/Education Fee $ Technology Fee $ . �(�
Scanning $ -z() Radon $ DPBR $ Zoning $
Structural Review. $ 6o, Total Fee Now Due $ - 7 5 2 a
epair/Replace ❑ Demolition
See Reverse side -+
Bonding Company's Name (if applicable)
Bonding Company's Address
City State Zip
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
City State Zip
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS,
WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF 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 co of the notice of commencement and construction lien law brochure will : - livered to the person
whose property is sub''ct to att, ^ . Also, a certified copy of the recorded notice of commencement ust be posted at the job site
for the first ins ' ecti. s even (7) days after the building permit is issued In the abs ce of s ch posted notice, the
inspection wil be • p p • • d , - • einspection fee will be charged
---
gent
The foregoing ins 1 ent was acknowledged before me this °I
day of►th44C4. , 201 b , by v I IA 4 i - SANC. L
who is personally known to me or who has produced l -1 9
As identification and who did take an oath.
NOTARY PUBLIC:
Iii
fi r•. bo
Sign: . ,
=z. �
*** * * ** *** ** * * * * * * * * ** ** ** * ** *
APPLICATION APPROVED BY: Y IImi
My Commission Expires:
(Revised 07/10/07)
Contractor
The foregoin r .1 trument was acknowwle'� d before me thisg, 1
day of V I l .i , 20 ID, by 70/(4 g
who is . erso_1 ally kn . wn to me or who has produced ? ! / L .
1 9 • , ll ' 1
.............. , URSULA GIRALT
NOTARY P ( t4 Notary Public - State of Florida
�• ° My Com . Ues Oct 6, 2013
..� j C sknelOD931154
`, ` ;� + h, F` National Notary Assn.
W S. My Commission Expires Cep' ee. jp
i
/Ovo
NOT
Sign:
Print:
Plans Examiner
Engineer
Zoning
the .- oitowing pages were
originally attached to plans
with the followin
111'
op,
permit #
v e'
1
t-
Y/2 ofrev 44/6741(
/ p
- err
mores Village
.Building Department
STRUCTURAL CRITIQUE SHEET
are:
7-1 916k,
a cleer*
&/ tie Of i
e 7 re kr a
,a,-L-,fra m
4;7
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
Permit No '0 --
Job Name c., e 3
Date ,0
0 .4 friA)vi
,
eX TO 4 fre4+4 c/a ,41.4
4.3
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•
VIVIANE SANCHEZ
41 N.W 109 STREET , MIAMI SHORES , FL. 33168
technology (precision instruments, G.I.S and custom software (TPS TM'), in -house personnel
(NO SUBCONTRACTORS), education, training, and expertise) to meet the County of
Mendocino Department of Transportation ("DOT ") goals. ACS' ability to deliver is due to our
special combination of experience, use of time saving technology and our disciplinary focus
in our profession.
ACS' vast practical experience also entitles us to consideration. We have conducted over
380 million square feet of facility audits and assessments, ADA post - compliance and
certifications, transition/ implementation plans for hospitals, public housing authorities,
department stores, malls, theaters, sports arenas, theme parks, passenger vessels, office
buildings, restaurants, correctional facilities, courthouses, police stations, museums, bus
stops, parks, facilities and - of course public rights -of -way and pedestrian paths of travel
owned, occupied and /or maintained by a municipality. We have done this in diverse
conditions and requirements, from Florida to California, including Alaska.
We have surveyed and certified over 2000miles of pedestrian public rights -of -way and have
prepared Title II ADA transition plans and /or ADA compliance and facility assessments for
City /Municipalities and /or county agencies nationwide, including, but not limited to: City of
Marathon, Town of Chapel Hill, Housing Authority City of El Paso, Hendry County, Broward
County Office of Transportation, the City of Tallahassee, Leon County, City of Miami, Martin
County School Board, Los Angeles Unified School District, Miami -Dade Housing Agency,
City of Live Oak, City of St. Augustine, City of Tallahassee, City of Palatka, City of Callaway,
Miami -Dade County, M -DC Road and Bridge and the Louisiana Department of
Transportation (DOTD). All of our references listed in our response under the "Project
References" chart can attest to the responsibility of our firm and its commitment to client
satisfaction.
All of our professional team members are university educated in either architecture or
engineering and certified as an Accessibility Inspector and Plans Examiner by the
International Code Council ("ICC "), in addition we are also certified as UFAS Title II Housing
Inspectors, Usability /Accessibility Specialists, Fair Housing Inspectors, General Contractors,
State Licensed Building Inspectors and ESRI -GIS Specialists. Several of our team members
serve on various advisory and professional boards relating to accessibility such as the ICC,
Access -Board and the National AIA Expert Team charged with reviewing and responding to
the Department of Justice advanced noticed of proposed rule making for the revised 2004
ADAAG. ACS is licensed by the Construction Industry Licensing Board ( "CILB ") and the
Building Code Administrators and Inspectors Licensing Board ( "BCAILB ") as continuing
education (CEU) providers in the area of ADA Title II Federal Regulations. The scope of work
will be performed by our team of qualified, certified, in -house professionals as indicated on
the "Qualifications and Functions of Key Personnel':
•
•
VIVIANE SANCHEZ
8" CMU DETAIL
41 N.W 109 STREET , MIAMI SHORES , FL. 33168
•
•
The sample reports presented are partial representation of previous assessment reports,
transition plans, and self - evaluation formats as a preliminary submittal for the proposal.
Additional information on these sample reports can be provided upon request. A list of
projects that have received review and certification of accessibility modifications on similar
projects can be found in Section B Technical Approach. The projects submitted have
received validation of courts, clients -both, defendants and plaintiffs, the disabled
community, Department of Justice, local municipalities and building departments
throughout the country, including California. ACS has an extensive database of accessibility
code regulations, accessibility feature remedial work, which is proprietary information and
trade secrets; nevertheless, we are providing a glimpse in the attached accessibility
compliance survey and transition plan report sample. Certifications, resumes, relevant
training endorse our knowledge in ADAAG, the Public Rights of Way Access Guidelines and
California Code of Regulations /Title 24. ACS extends an invitation to the City to further
discuss the proposal format and the advantages of ACS' accessibility database, formats
and protocols that are not contained within due to proprietary copyrights and trade secrets.
Our firm is available to make additional presentations to illustrate how the proposal can
contribute to DOT'S ADA Comprehensive Access Plan of County Maintained Road Systems.
ADAAG Consulting Services, L_LC (ACS)
VIVIANE SANCHEZ
CONC. BLOCK
WALL
CONC.
BEAM &
FURRING
41 N.W 109 STREET , MIAMI SHORES , FL. 33168
09/21/09
19-10
THE LOFTS
NOHO 14 (FLORENTINE)
STORE #1769
STORE #6122
STORE #5422
STORE #943
STORE #1095
STORE #778
STORE #1516
STORE #6271
STORE #6108
STORE #5489
STORE #1069
WORKING
EC/MC /CH /DW
EC /MC /CH /DW
VM 04/14/10
DW 04/26/10
DW 04/23/10
04/28/10 04/29/10
PENDING COMMENTS FROM CRNLA
ECHACEP110- 9068 -10
ECHACEP110- 9091 -10
ECHACEP110- 9041 -10
ECHACEP110- 9083 -10
ECHACEP110- 9072 -10
ECHACEP110- 9081 -10
ECHACEP110- 9087 -10
ECHACEP110- 9062 -10
ECHACEP110- 9078 -10
ECHACEP110- 9074 -10
ECHACEP110- 9075 -10
ECHACEP110- 9085 -10
ECHACEP110- 9047 -10
ECHACEP110- 9043 -10
ECHACEP110- 9053 -10
ECHACEP110- 9097 -10
ECHACEP110- 9048 -10
ECHACEP110- 9049 -10
ECHACEP110- 9108 -10
ECHACEP110- 9112 -10
ECHACEP110- 9113 -10
ECHACEP110- 9114 -10
ECHACEP110- 9111 -10
ECCRA110 -9033
ECCRA110 -9035
TRANSCRIBER: DW
RLRTM221- 2119 -10
RLRTM221- 2119 -10
RLRTM221- 2119 -10
RLRTM221- 2119 -10
RLRTM221- 2119 -10
RLRTM221- 2119 -10
RLRTM221- 2119 -10
RLRTM221 -2
RLRTM221- 2119 -10
RLRTM221- 2119 -10
RLRTM221- 2119 -10
RLRTM221- 2119 -10
Project Client / Facility
Task
REPLACEMENT HOUSING (K WHITE)
RIO GRANDE
ROBINSON
ROOSEVELT
RUBIN HEIGHTS SUBDIVISION
SALAZAR
SANDOVAL
SCATTERED SITES - 043
ECHACEP110- 9063 -10 SCATTERED SITES - 047
ECHACEP110- 9064 -10 SCATTERED SITES - 055
ECHACEP110- 9065 -10 SCATTERED SITES - 057
ECHAC EP 110-9076-10 SHERMAN - 005
ECHACEP110- 9077 -10 SHERMAN - 006
SUN PLAZA
TAYS - 002
TAYS - 003
TAYS - 015A
TELLES
TRUMAN
VALLE VERDE
WEBBER
WESTFALL
WILLIAMS
HOUSING AUTHORITY MAIN BLDG
SCATTERED SITES 634
SCATTERED SITES 640
SCATTERED SITES 612
MONTWOOD HEIGHTS (SAME AS
ALAMITO ESTATES)
STORE #5341
H: /ACS SPREADSHEETS /STATUS REPORT 5/4/2010
Surveying
Consultant /
Transcribe
Consultant (SP)
ACS Status Report
SURVEY
DATE /
START DATE
COMPLETE
DATE
ADAAG Consulting Services
CONSULTANT
DEADLINE /'
PROJECT DEADLINE
xx
PROOF/ FTP
OUT DATE
FTP / EMAIL
BACK DATE
BINDER /'
EMAIL OUT
5/4/2010
6
VIVIANE SANCHEZ
CONC. BEAM
& FURRING
ABV. WDW.
41 N.W 109 STREET , MIAMI SHORES , FL. 33168
ECHACEP110- 9046 -10
POOLEY
PLR 100%
H: /ACS SPREADSHEETS /STATUS REPORT 5/4/2010
Surveying
Consultant /
Transcribe
onsultant (SP)
ACS Status Report
PROJECT MGR: C
PROJECT MGR V
ECHACEP110- 9073 -10
ECHACEP110- 9095 -10
ECHACEP110- 9051 -10
ECHACEP110- 9058 -10
ECHACEP110- 9059 -10
ECHACEP110- 9042 -10
ECHACEP110- 9094 -10
ECHACEP110- 9079 -10
ECHACEP110- 9084 -10
ECHACEP110- 9080 -10
ECHACEP110- 9069 -10
ECHACEP110- 9093 -10
ECHACEP110- 9096 -10
ECHACEP110- 9040 -10
ECHACEP110- 9060 -10
ECHACEP110- 9082 -10
ECHACEP110- 9057 -10
ECHACEP110- 9066 -10
ECHACEP110- 9089 -10
ECHACEP110- 9090 -10
ECHACEP110- 9067 -10
ECHACEP110- 9092 -10
ECHACEP110- 9055 -10
ECHACEP110- 9045 -10
ECHACEP110- 9044 -10
ECHACEP110- 9061 -10
ECHACEP110- 9054 -10
ECHACEP110- 9056 -10
ECHACEP110- 9088 -10
ECHACEP110- 9052 -10
ECHACEP110- 9050 -10
NEWBERG
PHASE I
ALAMITO TERRACE (SAME AS
MONTWOOD)
ALVAREZ
ANDERSON
BAINES
BAINES (QUADS)
BAIRD
CHELSEA
DEWETTER - 009
DEWETTER NE W - 062
EISENHOWER
FR. PINTO
GONZALEZ
GUILLEN
HENRY CISNEROS
KATHY WHITE
KENNEDY ESTATES
KENNEDY URD
LB JOHNSON
MACHUCA -013D
MACHUCA -30B
MARMOLEJO
MOREHEAD
OCHOA
Project'Clieni
CI 50%
Fab f1
KATHY WHITE (QUADS)
Task
HACEP'
WHEN WORK STARTS, ADD ADDTL INS TO POLICY
6/30/2010 ONCE GET TEXAS COVERAGE, ADD ADDTL INS TO POLICY
EC - TO CONTACT SERVIO VAZQUEZ FOR UPDATE
MGR TO FIND OUT IF REQ ADDTL INS ON COI
INACTIVE
TEXAS SOUTHERN UNIVERSITY
MDPHA (CERTIFIER 527 -B)
ADAAG Consulting Services
CONSULTANT
DEADLINEI
PROJECT DEADLINE
xxx
PROOF/ FTP
OUT DATE
FTP / EMAIL
BACK DATE
BINDER /
EMAIL OUT
c
R
I E
NACTIVE
5/4/2010
5
BUILDING CODE COMPLIANCE 0
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPT
Eurotech Industries, Inc.
250 NE 32 Street
Fort Lauderdale, FL 33334
SCOPE:
This NOA is being issued under the
The documentation submitted has b
by the Board of Rules and Appeals
the Authority Having Jurisdiction (
This NOA shall not be valid after
Division (In Miami Dade County)
have this product or material tested for
the accepted manner, the manufa
revoke, modify, or suspend the use
to revoke this acceptance, if it is d
material fails to meet the requirem
This product is approved as desgn
including the High Velocity Hurri
DESCRIPTION: Aluminum Out
APPROVAL DOCUMENT: Dra
through 5 of 5, dated 01/15/04 and
sealed by Arshad Vigar, P.E.,
Acceptance number and expiration
MISSILE IMPACT RATING:
Limitations:
1. Single or double doors may be
approvals), lower design rating sh
LABELING: Each unit shall bear
following statement: "Miami -Dade
RENEWAL of this NOA shall be
change in the applicable building c
TERMINATION of this NOA
materials, use, and/or manufacture
product, for sales, advertising or an
with any section of this NOA shall
ADVERTISEMENT: The NOA
the expiration date may be display
be done in its entirety.
INSPECTION: A copy of this en
and shall be available for inspectio
This NOA renews & revises NOA
approval document mentioned abo
The submitted documentation was
n" 1
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d/or
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MIAMI DADE COUNTY, FLORIDA
METRO -DADE FLAMER BUILDING
140 WEST FLAGLER STREET, SUITE 1603 MIAMI, MIA, FLORIDA 33130 -1563
(305) 375 -2901 FAX (305) 375 -2908
www.miamidade.gov/buildingcode
applicable rules and regulations governing the use of construction materials.
reviewed by Miami -Dade County Product Control Division and accepted
ORAL to be used in Miami Dade County and other areas where allowed by
iration date stated below. The Miami -Dade County Product Control
e AHJ (in areas other than Miami Dade County) reserve the right to
ty assurance purposes. If this product or material fails to perform in
incur the expense of such testing and the AHJ may immediately
product or material within their jurisdiction. BORA reserves the right
by Miami -Dade County Product Control Division that this product or
e applicable building code.
and has been designed to comply with the Florida Building Code,
I.
ntrance Door -LMI
N W04 - 01, titled "Aluminum Outswing Entrance Door", sheets 1
d on June 02, 2009, prepared by AL- Farooq Corporation, signed and
ami Dade County Product Control Renewal stamp with the Notice of
e Miami -Dade County Product Control Division.
d Small Missile Impact
.I
th approved clipped mullion or sidelites or transom (under separate
d such installation to be reviewed & approved by AHJ.
ent label with the manufacturer's name or logo, city, state and
oduct Control Approved ", unless otherwise noted herein.
• after a renewal application has been filed and there has been no
tively affecting the performance of this product.
fter the expiration date or if there has been a revision or change in the
• duct or process. Misuse of this NOA as an endorsement of any
urposes shall automatically terminate this NOA. Failure to comply
for termination and removal of NOA.
receded by the words Miami -Dade County, Florida, and followed by
ertising literature. If any portion of the NOA is displayed, then it shall
shall be provided to the user by the manufacturer or its distributors
b site at the request of the Building Official.
07.10 consists of this page 1 and evidence pages E - as well as
by Ishaq L Chanda, P.E.
NOA No 09 -0310.05
Expiration Date: June 10, 2014
Approval Date: June 24, 2009
Page 1
Eurotech Industries, Inc.
N
A. DRAWINGS (transfe
1. Manufacturer's
2. Drawing No. W
01/15/04 and las
Arshad Vigar, P.
B. TESTS (transferred fro
. 1.
Test reports on 1
along with installation diagram o
No(s). HETI 08 - 2021, 08 - 2022,
2. Test reports on 1
along with installation diagram o
No(s). HETI 03 - 1882, 08 - 1889,
E. Droz -Seda, P.E. (transferred
3. Tensile Test prepared
ASTM E8-01, signed
C. CALCULATIONS
1. Anchor Calculati
on 06- 02 -09, sign
2. Complies with A
D. QUALITY ASSURANC
1. Miami Dade Buil
E. MATERIAL CERTIFI
1. Notice of Acceptance
01/14/2012.
2. Notice of Acceptan
PVB" dated 02/15/0
F. STATEMENTS
1. Statement letter o
Viqar, P.E.
2. Statement letter
G. OTHER
1. This renews & r
2. Test proposal # 0
1
from
dra
file#
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gs and sections.
led "Aluminum Outswing Entrance Door", sheets 1 through 5 of 5, dated
on June 02, 2009, prepared by AL- Farooq Corporation, signed and sealed by
8 0507.10)
Jn ltration Test, per FBC, TAS 202 -94
Tin Static Air Pressure Test, Loading per FBC, TAS 202 -94
Resistance Test per FBC, TAS 202 -94
d Entry Test, per FBC 2411 3.2.1 and TAS 202 -94
Missile Impact Test per FBC, TAS 201 -94
c Wind Pressure Loading per FBC, TAS 203 -94
um outswing door, prepared by Hurricane Engineering Testing Inc., Test Report
and 08 - 2024, all dated 03/15/08, signed and sealed by Candido Font, P.E.
In ltration Test, per FBC, TAS 202 -94
Static Air Pressure Test, Loading per FBC, TAS 202 -94
Resistance Test per FBC, TAS 202 -94
Entry Test, per FBC 2411 3.2.1 and TAS 202 -94
Missile Impact Test per FBC, TAS 201 -94
Wind Pressure Loading per FBC, TAS 203 -94
outswing door, prepared by Hurricane Engineering Testing Inc., Test Report
and 08 - 2024, dated 01/15/04 thru 02/09 /2004, all signed and sealed by Rafael
06 1019.06)
cane Engineering & Testing, Test No. HETI- 04 -T100, dtd 01/29/04, tested per
by Rafael E. Droz -Seda, P.E.
ctural analysis, prepared by Al- Farooq Corp., dated 04/28/08 and last revised
ealed by Arshad Vigar P.E.
00 -02 & -04
e Compliance Office (BCCO).
S
116.04 issued to E.I. DuPont DeNernours for "SentryGlasPlus ", expiring on
1208.02 issued to "E.I. DuPont Denemours" for "DuPont Butacite ®
g on 12/11/10.
ce & no financial interest, dated June 02, 2009, signed and sealed by Arshad
fiance, part of above test reports.
A # 08 expiring June 10, 2009.
roved by BCCO.
E -1
VA ",l.Ltk,
Ishaq 1. Chanda, P.E.
Product Control Examiner
NOA No 09 -0310.05
Expiration Date: June 10, 2014
Approval Date: June 24, 2009
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ALUMINUM OUTS
APPROVAL. APPLIES TO SINGL (X) AND DOUBLE (XX) LEAF DOORS.
ALSO SINGLE AND DO 3LE D ORS IN COMBINATION WITH SIDELITES
USING MIAMI —DADE CO NTY PROVED MULLIONS IN BETWEEN.
ALSO SINGLE AND DO BLE D ORS WITH OR WITHOUT SIDELITES IN
COMBINATION WITH TRANSOMS USING MIAMI —DADE COUNTY APPROVED
MULUON IN BETWEEN.
LOWER DESIGN PRESSt,RES FROM DOOR, SIDELITE OR MULLION
APPROVAL WILL APPLY II TO ENTIRE SYSTEM.
THIS PRODUCT HAS BE
REQUIREMENTS OF THE
HIGH VELOCITY HURRICANE
WOOD BUCKS BY OTHE
LOADS TO THE STRUC
ANCHORS SHALL BE AS
EMBEDMENT TO BASE MA
ANCHORING OR LOADI
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HEAD /SILL
CORNERS
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O
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FLORIDA . BUILDING CODE 2007 EDITION INCLUDING
ZONE HVHZ).
S, MUST BE ANCHORED PROPERLY TO TRANSFER
RE.
SPACED AS SHOWN ON DETAILS, ANCHORS
4A.L BE BEYOND WALL DRESSING OR STUCCO.
I DITIONS NOT SHOWN IN THESE DETAILS
I VAL.
A LOAD DURATION INCR E IS LIAO IN DESIGN OF ANCHORS INTO WOOD ONLY.
MATERIALS INCLUDING BUT OT Lld TED TO STEEL /METAL SCREWS, THAT COME INTO
CONTACT WITH OTHER DI SIMILA4 MATERIALS SHALL MEET THE REQUIREMENTS
OF 2007 FLORIDA BLDG CODE j SECTION 2003.8.4.
42"
FRAME WIDTH
13" MAX.
HEAD/SILL
31 3/4"
D.L. OPG.
39 1/8"
LEAF WIDTH
/
/ 11
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/ LEAF
II
II
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SURFACE APPLIED
FALSE MUNTINS
MAY BE USED
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AT 3 0.C.
AT MTG. STILE ENDS
REO. FOR WOOD OR
WOOD BUCK INSTALLATIONS
ONLY
k
DOOR HINGES
SEE SHEET 2
FOR QUANTITIES
& CAPACITY
SEE SEPARATE NOA
FOR SIDELITE
RATING AND DETAILS
J
MIAMI —DADE COUNTY
APPROVED MULLION
SEE SEPARATE NOA
TYPICAL ELEVATION$
THESE DOORS ARE RATED FOR LARGE & SMAU
SHUTTERS ARE NOT REQUIRED.
•
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u
IMPACT.
J
75 3/4"
FRAME WIDTH
13 MAX.
HEAD /SILL
29"
D.L. OPG.
36 3/8"
LEAF WIDTH
Engr. ARSHAD VIDAR
CIVIL
FLA. PE # 38863
C.A.N. 3538
5" MAX.
HEAD /SILL
CORNERS
mF,
Ati
PRODUCT RENEWED
as contybing with the Florida
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drawing no.
W04 -01
(sheet 1 of 5 )
FRAME HEIGHT
LEAF HEIGHT
ITEM #
PART #
REQD.
DESCRIPTION
MATERIAL
MANF. /SUPPLIER /REMARKS
1
ER006
AS REGD.
DOOR FRAME
6063 -T6
-
2
ER012
AS REQD.
DOOR LEAF
6063 -T6
-
3
VZ1566
1/ LEAF
DOOR BASE BOARD
6063 -T6
-
4
VZ -1483
1/ DOOR
FRAME SILL
6063 -T6
-
5
-
1/ DOOR
SILL BASE
6083 -T6
-
6
VZ -1481
AS REQD.
ASTRAGAL STILE
6063 -T6
-
7
VZ -1535
4/ LEAF
GLAZING BEAD
6063 -T6
-
8
2801
AS REGD.
GLAZING GASKET
VINYL
-
9
-
-
-
-
-
10
1001 /50
1/ CORNER
CORNER KEY
ALUMINUM
MONTICELLO
11
00600X
4/ LEAF
HINGES
ALUMINUM
GIESSE
12
#10 X 3/8
4/ HINGE
HINGE INSTALLATION SCREWS
-
PH MACHINE SCREWS
13
-
AS READ.
BULB WSTRIPPING
-
-
14
#10 x 2"
AS REDO.
ASSEMBLY SCREWS
-
1414 SELF DRILLING
15
#12 X 1 -1/4
-
FRAME ASSEMBLY SCREWS
-
SMS
DESIGN LOAD CAPACITY - PSF
SINGLE (X) DOORS
DOOR SIZE
GLASS TYPE 'A'
WIDTH
HEIGHT
EXT. (+)
INT. ( -)
2/6
INT. ( -)
75.0
85.0
3/0
6/8
75.0
85.0
3/6
7/0
75.0
85.0
2/6
75.0
75.0
85.0
3/0
7/0
75.0
85.0
3/6
• LTRATI01
PSF
75.0
85.0
2/6
75.0
85.0
3/0
8/0
75.0
85.0
3/6
75.0
85.0
DOORS APPROVED FOR INSTALLATIONS
WHERE WATER INFILTRATION RESISTANCE
IS REQUIRED.
DESIGN LOAD CAPACITY - PSF
SINGLE (X) DOORS
DOOR SIZE
GLASS TYPE 'B'
WIDTH
HEIGHT
EXT. ( +)
INT. ( -)
2/6
INT. ( -)
100.0
140.0
3/0
6/8
100.0
140.0
3/3
7/0
100.0
140.0
2/6
75.0
100.0
140.0
3/0
7/0
100.0
140.0
3/3
• LTRATI01
PSF
100.0
140.0
2/6
100.0
140.0
3/0
8/0
100.0
140.0
3/3
100.0
140.0
DOORS APPROVED FOR INSTALLATIONS
WHERE WATER INFILTRATION RESISTANCE
IS REQUIRED.
DESIGN LOAD CAPACITY
DOUBLE (XX) DOORS
- PSF
DOOR SIZE
GLASS TYPE
'A' OR B'
WIDTH
HEIGHT
EXT. ( +)
INT. ( -)
5/0
6/4
6/8
75.0
75.0
75.0
75.0
5/0
6/4
7/0
75.0
75.0
75.0
75.0
5/0
6/4
8/1
75.0
75.0
75.0
75.0
LOADS SHOWN ABOVE ARE FOR
INSTALLATIONS WHERE WATER IN
RESISTANCE IS NOT REQUIRED.
UMIT EXTERIOR(+) LOADS TO 48
FOR INSTALLATIONS WHERE WATER
INFILTRATION RESISTANCE IS REQUIRED.
• LTRATI01
PSF
LOCKS SINGLE DOORS:
3 POINT LOCK SYSTEM AT ACTIVE LOCK STILE
36" FROM BOTTOM, KEY OPERATED ON
EXTERIOR AND THUMB TURN ON INTERIOR.
STRIKE PLATE
1 -1/4" X 1/4" X 16 -1/4" LONG
ATTACHED WITH (2) #8 X 3/4" SMS
HINGES SINGLE DOORS:
TWO - HANGED COMB HNC
EXTRUDED ALUMINUM BRIDGE 2
BY 'GIESSE'
(5) PER LEAF
AT 6 ° . 12 ° , 35 ". 63 - 1/2" AND
92 - 1/2" FROM TOP OF DOOR
i
■
/
4 J /
i,
LOCKS SINGLE DOORS;
MANUALLY OPERATED CONCEALED FLUSH BOLTS AT
TOP AND BOTTOM OF ACTIVE LEAF PART #02181
ATTACHED WITH (4) #10 X 1 - 1/2 ° SMS.
3 POINT LOCK SYSTEM AT ACTIVE LOCK STILE
36" FROM BOTTOM, KEY OPERATED ON EXTERIOR
AND THUMB TURN ON INTERIOR.
STRIKE PLATE
1 -1/4 X 1/4" X 16 -1/4" LONG
ATTACHED WITH (2) 18 X 3/4" SMS
HINGES SINGLE DOORS:
TWO- HANDED COMB RING
EXTRUDED ALUMINUM BRIDGE 2
BY 'GIESSE'
(7) PER LEAF AT 7/0 AND 8/0 DOORS
AT 3 ", 9" AND 26 -3/8" FROM
TOP AND BOTTOM, ONE AT MIDSPAN
(6) PER LEAF AT 6/8 DOORS
AT 3 ", 9" AND 26 -3/8" FROM
TOP AND BOTTOM
HINGES DOUBLE DOOR
TWO- HANDED COMB HING
EXTRUDED ALUMINUM BRIDGE
BY 'GIESSE'
(5) PER LEAF
AT 6 ", 12 ° , 35 ". 63 AN(
92 -1/2" FROM TOP OF DOOR
NOTE: TOP AND BOTTOM FLUSH BOLTS MUST BE
ENGAGED DURING PERIODS OF HURRICANE WARNING.
LOCKS DOUBLE DOORS;
ACTIVE LEAF;
MANUALLY OPERATED CONC D FLU BOLTS AT
TOP AND BOTTOM OF ACTIVE P 102181
ATTACHED WITH (4) #8 X 1 -1 2" SM
3 POINT LOCK SYSTEM AT AC I , LOCI STILE
36 FROM BOTTOM, KEY OPERATED ON EXTERIOR
AND THUMB TURN ON INTERI09
INACTIVE LEAF
MANUALLY OPERATED CONCEALED FLU
TOP AND BOTTOM OF INACTIVE LEAF PA
ATTACHED WITH (4) #8 X 1 -1 /2" SMS,
BOLTS AT
T 102168
3/16" HEAT STREN'D GLASS
.090" INTERLAYER
BUTACITE PVB BY 'DUPONT'
3/16" HEAT STREN'D GLASS
SIUCONE
GE SCS 2800
SILGLAZE II
3/16" HEAT STREN'D GLASS
.100" INTERLAYER
SENTRYGLAS PLUS BY 'DUPONT'
3/16" HEAT STREN'D GLASS
GLASS TYPE 'A' GLASS TYPE 'B'
GLAZING OPTIONS
PRODUCT MEWED
steeivirlegwkfi the adds
Mita Cede
Meeptentetle c°7 -ova of
Estpfradoe Ade 3o JeIo 20/9
SILICONE
GE SCS 2800
SILGLAZE II
k 1 LL-
Mand TE:
GLASS CAPACITIES ON THIS SHEET ARE
BASED ON ASTM E1300 -02/04 (3 SEC. GUSTS)
AND FLORIDA BUILDING COMMISSION
DECLARATORY STATEMENT DCA05- DEC -219
Division
Engr: ARSHAQ VIQAR
CIVIL
FLA. PE # 38863
CA.N. 3536
Li
JUN 0 2 2009
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W04-01
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LOCKS SINGLE DOORS:
3 POINT LOCK SYSTEM AT ACTIVE LOCK STILE
36" FROM BOTTOM, KEY OPERATED ON
EXTERIOR AND THUMB TURN ON INTERIOR.
STRIKE PLATE
1 -1/4" X 1/4" X 16 -1/4" LONG
ATTACHED WITH (2) #8 X 3/4" SMS
HINGES SINGLE DOORS:
TWO - HANGED COMB HNC
EXTRUDED ALUMINUM BRIDGE 2
BY 'GIESSE'
(5) PER LEAF
AT 6 ° . 12 ° , 35 ". 63 - 1/2" AND
92 - 1/2" FROM TOP OF DOOR
i
■
/
4 J /
i,
LOCKS SINGLE DOORS;
MANUALLY OPERATED CONCEALED FLUSH BOLTS AT
TOP AND BOTTOM OF ACTIVE LEAF PART #02181
ATTACHED WITH (4) #10 X 1 - 1/2 ° SMS.
3 POINT LOCK SYSTEM AT ACTIVE LOCK STILE
36" FROM BOTTOM, KEY OPERATED ON EXTERIOR
AND THUMB TURN ON INTERIOR.
STRIKE PLATE
1 -1/4 X 1/4" X 16 -1/4" LONG
ATTACHED WITH (2) 18 X 3/4" SMS
HINGES SINGLE DOORS:
TWO- HANDED COMB RING
EXTRUDED ALUMINUM BRIDGE 2
BY 'GIESSE'
(7) PER LEAF AT 7/0 AND 8/0 DOORS
AT 3 ", 9" AND 26 -3/8" FROM
TOP AND BOTTOM, ONE AT MIDSPAN
(6) PER LEAF AT 6/8 DOORS
AT 3 ", 9" AND 26 -3/8" FROM
TOP AND BOTTOM
HINGES DOUBLE DOOR
TWO- HANDED COMB HING
EXTRUDED ALUMINUM BRIDGE
BY 'GIESSE'
(5) PER LEAF
AT 6 ", 12 ° , 35 ". 63 AN(
92 -1/2" FROM TOP OF DOOR
NOTE: TOP AND BOTTOM FLUSH BOLTS MUST BE
ENGAGED DURING PERIODS OF HURRICANE WARNING.
LOCKS DOUBLE DOORS;
ACTIVE LEAF;
MANUALLY OPERATED CONC D FLU BOLTS AT
TOP AND BOTTOM OF ACTIVE P 102181
ATTACHED WITH (4) #8 X 1 -1 2" SM
3 POINT LOCK SYSTEM AT AC I , LOCI STILE
36 FROM BOTTOM, KEY OPERATED ON EXTERIOR
AND THUMB TURN ON INTERI09
INACTIVE LEAF
MANUALLY OPERATED CONCEALED FLU
TOP AND BOTTOM OF INACTIVE LEAF PA
ATTACHED WITH (4) #8 X 1 -1 /2" SMS,
BOLTS AT
T 102168
3/16" HEAT STREN'D GLASS
.090" INTERLAYER
BUTACITE PVB BY 'DUPONT'
3/16" HEAT STREN'D GLASS
SIUCONE
GE SCS 2800
SILGLAZE II
3/16" HEAT STREN'D GLASS
.100" INTERLAYER
SENTRYGLAS PLUS BY 'DUPONT'
3/16" HEAT STREN'D GLASS
GLASS TYPE 'A' GLASS TYPE 'B'
GLAZING OPTIONS
PRODUCT MEWED
steeivirlegwkfi the adds
Mita Cede
Meeptentetle c°7 -ova of
Estpfradoe Ade 3o JeIo 20/9
SILICONE
GE SCS 2800
SILGLAZE II
k 1 LL-
Mand TE:
GLASS CAPACITIES ON THIS SHEET ARE
BASED ON ASTM E1300 -02/04 (3 SEC. GUSTS)
AND FLORIDA BUILDING COMMISSION
DECLARATORY STATEMENT DCA05- DEC -219
Division
Engr: ARSHAQ VIQAR
CIVIL
FLA. PE # 38863
CA.N. 3536
Li
JUN 0 2 2009
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drawing no.
W04-01
C9
x
TYPICAL ANCHORS
SEE ELEVATIONS
FOR SPACING
a
• ° O
TYPICAL ANCHORS
SEE ELEV. FOR SPACING
• ° s
v
ACCESS HOLES
WITH PLUGS
#B X 1/2" SMS
3 FROM ENDS
AND 10" O.C. MAX.
(4) #12 X 1" SMS
AT 2" O.C. MAX.
AT CENTER OF SILL
READ. AT
DOUBLE (Xx) DOORS
ONLY
WOOD BUCK
I S
I F
E SEPARATE NOA
R TRANS014.1
NG AND (DETAILS
I
,
J,
J
TYPICAL ANCHORS
SEE ELEVATIONS
FOR SPACING
2
tn
- 1\ ... MIAMI -DADE COUNTY
APPROVED MULLION
SEE SEPARATE NOA
TYPICAL ANCHORS
SEE ELEV. FOR SPACING
TYPICAL ANCHORS
SEE ELEVATIONS
FOR SPACING
PROW=
aseemeillyingekli the MID
0 Dlit
L
r1
WOOD BUCKS AND METAL STRUCTURE NOT BY EUR
MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM
TRANSFER THEM TO THE BUILDING STRUCTURE.
ECH
AND
TYPICAL ANCHORS
SEE ELEVATIONS
FOR SPACING
TYPICAL ANCHORS: SEE ELEV. FOR SPACING
1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KS. Fr o155 K
INTO 2BY WOOD BUCKS OR WOOD STRUCTURES
1 -3/8" MIN. PENETRATION INTO WOOD
THRU 1 BY BUCKS INTO CONC. OR MASONRY
1 -1 /4" MIN. EMBED INTO CONC. OR MASONRY
DIRECTLY INTO CONC. OR MASONRY
1 -1 /4" MIN. EMBED INTO CONC. OR MASONRY
1/4" DIA. TEKS /DRIL -FLEX SELF DRILLING SCREW$
INTO MIAMI -DADE COUNTY APPROVED MULLIONS
INTO METAL STRUCTURES
STEEL : 1 /8" THK. MIN. (Fy = 36 KSI MIN.)
ALUMINUM : 1/8" THK. MIN. (6063 -T5 MIN.)
(STEEL IN CONTACT WITH ALUMINUM TO BE PLATED
TYPICAL EDGE DISTANCE
INTO CONCRETE AND . MASONRY = 2 -1 /2" MIN.
INTO WOOD STRUCTURE = 1 " MIN.
INTO METAL STRUCTURE = 3/4" MIN.
CONCRETE f'c = 3000 PSI MIN.
C -90 HOLLOW /FILLED BLOCK Pm = 2000 PSI MIN.
SEALANTS:
ALL FRAME AND LEAF CORNERS AND JOINTS SEALED
ADSEL OR TEKNA 50729 SEALANTS.
Engr: ARSHAU VIOAR
CIVIL
FLA. PE # 38883
C.A.N. 3938
Jt1N 0 2 2009
METAL
STRUCTURE
RADE
WITH
CRS)
PAINTED)
a
C $
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Q2
x
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oaatiEt
4 w f
11 0
0 Q
QW150
)
in
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drawing no.
W04 -01
( sheet 3 of 5 )
TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
1 /4" MAX.
SHIM •
SEE SEPARATE NOA
FOR SIDELITE
RATING AND DETAILS
MIAMI -DADE COUNTY
APPROVED MULLION
SEE SEPARATE NOA
11 I
11
1 1 I
II 1
11 I
r 'h
1 1 1 1
11 11
= ==
1 y1
J
ACTIVE LEAF
EXTERIOR
D.L. OPG.
LEAF WIDTH
FRAME WIDTH
SINGLE DOOR
ACTIVE LEAF
0 0
EXTERIOR
D.L. OPG.
LEAF WIDTH
1/4" MAX.
FRAME WIDTH
tIsa
DOUBLE DOOR
METAL
STRUCTURE
TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
(2) #8 X 3/4"
SMS
LEAF WIDTH
PRODUCT RENEWED
a ia ingwhh du Florida
Roldlas Cade
AcceptancD
Date
310•
Ophadoa 1. L�S�
1Predtv&Couttel
D.L.O.
IN— ACTIVE
1 /4" MAX.
SHIM
ltf
r: "+ VIOAR
CV IL
PE j 38883
CAN. 3538
1/4" MAX.
SHIM
2009
2: W000 BUCK
OR
WOOD STR
/A
TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
•
•
•
1BY
W000 BUCK
TYPICAL ANCHORS
SEE ELEV.
v
FOR SPACING
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drawing no.
W04 -01
(sheet 4 of 5
1.0c
3.937
F .070
)OOR :ASE BOARD
1.764 .063
.744
2.402 --�{
ASTRAGAL STILE
GLAZING BEAD
1.906
.591
LEAF CORNERS
FRAME TOP CORNER
FRAME BOTTOM CORNER
Engr: ARSHAD WQAR
CFAL
FLA. PE / 36863
C.A.N. 3536
U
JUN 0 2 2009
Piwoucr wawa)
as implihw with the
code f urida
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drawing no.
W04 -01
(sheet 5 of 5