WS-11-238Inspection Number: INSP - 156295 Permit Number: WS -2 -11 -238
Scheduled Inspection Date: February 24, 2011
Inspector: Bruhn, Norman
Owner: NIEMAN, MAURINE
Job Address: 1030 NE 95 Street
Miami Shores, FL
Project: <NONE>
Contractor: FLORIDA HOME IMPROVEMENT
Building Department Comments
REPLACE 1 IMPACT DOOR
PassetW_ )
Failed
Correction
Needed
Re- Inspection
Fee
No Additional Inspections can be scheduled until
re- inspection fee is paid.
February 23, 2011
Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
Inspector Comments
For Inspections please call: (305)762 -4949
Permit Type: Windows /Shutters
Inspection Type: Final
Work Classification: Door Replacement
Phone Number
Parcel Number 1132050120070
Phone: (954)792 -4415
Page 16 of 17
jflij L;vv7A.
BUILDING
PERMIT APPLICATION
FBC 2004
Permit Type (circle):
Owner's Address
Owner's Name (Fee Simple Titleholder)
City Srr'Q.C)State
Tenant/Lessee Name
Miami Shores Village
Building Department
(0050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795:2204 Fax: (305) 756.8972
Roofng
Uj,t,y tr .e,
95 51
Zip 3 ,5138
103o &)�- GS sT
Job Address (where the work is being done)
City Miami Shores Village County Miami -Dade
FOLIO /PARCEL# • CD 1204' 001 0
Is Building Historically Designated YES NO
Contractor's Company Name
Contractor's Address AO 0 ••") 7
City kit4..0 OO CO
State
Q»nlifierName (.0t,pp.AD tb)(i €,t Phone# `sk-Oct �St4
State Certificate or Registration No. Ce...N cou9a Certificate of Competency No.
Architect/Engineer's Name (if applicable) &V1 Oeoto z•irrko Phone #
Value of Work For this Permit $ 4®5o Square / Linear Footage Of Work:
Type of Work:
Describe Work:
['Addition
#mot
Submittal Fee Permit Fee $ /I
Phone #
DAlteration ['New 1/Repair/Replace ❑ Demolition
CCF $
Notary $ raining/Education Fee $
Scanning $ Radon $ DPBR $
Bond $ Code Enforcement $ Double Fee $
zip 3'5138
7L
at FEB 1 4 2011
BY: _ooee oao �e_m___ee
Permit No. iQ S 11
Master Permit No.
p e_.rn Phone #
hone # 4012, 'i,I S Y �
. N5L,xco (, 0
CO /CC
Technology Fee $
Zoning $
Structural Review. $ Total Fee Now Due $
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
Own . or Agent
The foregoing instrument was acknowledged before me this r 0
day of % , 201 , by MO( l kit Q l.d. ,
who is personally known to me or who has produced
As identification and who did take an oath.
NOTARY PUBLIC:
Sign:
Print:
My Commission Expires:
APPLICATION APPROVED BY:
(Revised 07/10/07)
.d . c)) —/6-7z
NOTARY PUBLIC:
Zip
Application is hereby made to obtain a permit to do a work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS,
WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING,
CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF
COMMENCEMENT:"
Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the
inspection will no be approved and a reinspection fee will be charged
Contractor
The foregoing instrument was acknowledged before me this l (o
day of 4 1"—e. ,20d , by(&)Ci l 1 .) (u.4
who is personally known to me or who has produced
as identification and who did take an oath.
P(1 s
`P O c23
Print:
G¢'
00 01. 0 ecP, Is ei ose My Commission Ex it �. o
'� . .- * * ** *** ** * * * *** * * * * * * * * * ** xa :n,y `_ fe
la��
Zoning
Plans Examiner
Engineer
NOTICE OF COMMENCEMENT
A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION
PERMIT NO.
STATE OF FLORIDA:
COUNTY OF MIAMI -DADE:
TAX FOLIO NO. L( -•001O
THE UNDERSIGNED hereby gives notice that improvements will be made to certain real
property, and in accordance with Chapter 713, Florida Statutes, the following information
is provided in this Notice of Commencement.
111111
CFN 2011R0106346
OR pI, 27589 F's 1528 (ips)
RECORDED 02/16/2011 11:39:37
HARVEY RUUIN, CLERK OF COURT
MIAi1I -LADE COUWTYr FLORIDA
LAST PAGE
Space above reserved for use of recording office
1. Legal descri tion of 4o • erty and stree address: fyi1<'h 4d d 4O Q.1.1? la . Sires I
2. Description of improvement: i7f)err
3. Owner(s) name and address: t' L) 14
Interest in property: t j i^�d
Name and address of fee simple titleholder:
4. Contractor's name, address and phone number.
5. Surety: (Payment bond required by owner from contractor, if any) Florida Home- Unpreveme Associates
4070 SW 30th Ave v
Name, address and phone number: Ihlt LORI
Amount of bond $ I HEREBY CER77FY that &is is s true copy of ft
6. Lender's name and address:
7. Persons within the State of Florida designated by 0
Section 713.13(1)(a)7., Florida Statutes,
Name, address and phone number
8. In addition to himself, Owners designates the follow
713.13(1)(b), Florida Statutes.
Name, address and phone number
9. Expiration date of this Notice of Commencement:
(the = • iration date is 1 year from the date of recording unless a different date Is specified)
WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED
IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR
IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE
FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK
OR RECORDING YOUR NOTICE OF CO i ENCEMENT.
Signature( of f yjer(s) or Ow
Print Name Ate.e..
Title/Office .'i t ,
STATE OF FLORIDA
COUNTY OF MIAMI -DADE
The f regoing instrument was acknowledged before me this
By P I �) (1 n e N�ke u tin
❑ Individually, or ❑ as for 1 1
Wersonally known, or ❑ produced the following type of identification:
Signature of Notary Public:
Print Name:
(SEAL)
VERIFICATION PURSUANT TO SECTION 92.525. FLORIDA STATUTES
Under penalties of perjury, I declare that I have read the foregoing and
that the facts ;: -ted in it are true, to the best of my knowledge and belief.
Authorizeiti Officer/Director /Partner/Manager
Prepared By
Print Name
Title/Office
0 day of
s)'s Authorized Officer/Director /Partner/Manag
By
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-
BLDG DEPT
FEB 1 4 201 I
SUBJECT TO COMPLIANCE WITH ALL FEDERAL
STATE AND COUNTY RULES AND REGULATIONS
I�•I
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA)
Eurotech Industries, Inc.
250 NE 32 Street
Fort Lauderdale, FL 33334
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 describedherein, and has been designed to comply with the Florida Building Code,
including the High Velocity Hurricane Zone.
DESCRIPTION: Aluminum Outswing Entrance Door -LMT
APPROVAL DOCUMENT: Drawing No W04 -01, titled "Aluminum Outswing Entrance Door", sheets 1
. through 5 of 5, dated 01/15/04 and last revised on June 02, 2009, prepared by AL- Farooq Corporation, signed and
sealed by Arshad Vigor, P.E., bearing the Miami Dade County Product Control Renewal stamp with the Notice of
Acceptance number and expiration date by the Miami -Dade County Product Control Division.
MISSILE IMPACT RATING: Large and Small Missile Impact
. Limitations:
1. Single orr double doors may be mulled with approved clipped mullion or sidelites or transom (under separate
approvals), lower design rating shall apply and such installation to be reviewed & approved by AHJ.
LABELING: Each unit shall bear a permanent label withthe manufacturer's name or logo, city, state 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 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 Comity, 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 renews & revises NOA No. 08- 0507.10 consists of this page 1 and evidence pages E-1, as well as
approval document mentioned above. •
The submitted documentation was reviewed by Ishaq L Chanda, P.E.
MIAMI -DADE COUNTY, FLORIDA
METRO -DADE FLAGLER BUILDING
140 WEST FLAGLER STREET, SUITE 1603
MIAMI, FLORIDA 33130 -1563
(305) 375 -2901 FAX (305) 375 -2908
www.miamidade.gov/buildinacode
NOA No 09- 0310.05
Expiration Date: June 10, 2014
Approval Date: June 24, 2009
Page 1
Eurotech Industries. Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS (transferred from file # 08- 0507.10)
1. Manufacturer's die drawings and sections.
2. Drawing No. W04 -01, titled "Alumimim Outswing Entrance Door ", sheets 1 through 5 of 5, dated
01/15/04 and last revised on June 02, 2009, prepared by AL- Farooq Corporation, signed and sealed by
Arshad Vigar P.E.
B. TESTS (transferred from file # 08-0507.10)
1. Test reports on 1) 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) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94
5) Large Missile Impact Test per FBC, TAS 201 -94
6) Cyclic Wind Pressure Loading per FBC, TAS' 203 -94
along with installation diagram of aluminum outswing door, prepared by Hurricane Engineering Testing Inc., Test Report
No(s). HETI- 08 -2021, 08 -2022, 08 -2023 and 08 -2024, all dated 03/15/08, signed and sealed by Candido Font, P.E.
2. Test reports on 1) Air Infiltration Test, per PBC, 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) Forced Entry Test, per FBC 24113.2.1 and TAS 202 -94
5) Large Missile Impact Test per FBC, TAS 201 -94
6) Cyclic Wind Pressure Loading per FBC, TAS 20394
along with installation diagram of aluminum outswing door, prepared by Hurricane Engineering Testing Inc., Test Report
No(s). HETI 03 -1882, 08- 1889, 08 -18890 and 08 -2024, dated 01/15/04 thru 02/09/2004, all signed and sealed by Rafael
E. Droz -Seda, P.E. (transferred from file # 06- 1019.06)
3. Tensile Test prepared by Hurricane Engineering & Testing, Test No. HETI- 04 -T100, dtd 01/29 /04, tested per
ASTM E8 -01, signed & sealed by Rafael E. Droz -Seda, P.E.
C. CALCULATIONS
1. Anchor Calculations and structural analysis, prepared by Al Farooq Corp., dated 04/28/08 and last revised
on 06-02-09, signed and sealed by Arshad Vigar P.E.
2. Complies with ASTM E1300 -02 & -04
D. QUALITY ASSURANCE •
1. Miami Dade Building Code Compliance Office (BCCO).
E. MATERIAL CERTIFICATIONS • •
1. Notice of Acceptance No. 07- 1116.04 issued to E.I. DuPont DeNemours for "SentryGlasPlus ", expiring on
01/14/2012.
2, Notice of Acceptance No. 05 1208.02 issued to "EA. DuPont Denemours" for "DuPont Butacite ®
PVB" dated 02/15/01, expiring on 12/11/10.
F. STATEMENTS
1. Statement letter of conformance & no financial interest, dated June 02, 2009, signed and sealed by Arshad
' Vigar P.E.
2. Statement Letter of lab compliance, part of above test reports.
G. OTHER
1. This renews & revises NOA # 08 0507.10, expiring June 10, 2009.
2. Test proposal # 07 -3527 approved by BCCO.
E -1
k.
Ishaq 1. Chards, P.E.
Product Control Examiner
NOA No 09-0310.05
Expiration Date: June 10, 2014
Approval Date: June 24, 2009
11
k SEE - -
11 FOR
4 RATING
,1 1
lE NOA -I 1
11
DET#1.5 1 1 j
11
;i lr l
P
[NUM OVTSWING ENTRANCE DOOR
APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS.
ALSO SINGLE AND DOUBLE DOORS IN COMBINATION WITH SIDEUTES
USING MIAMI —DADE .COUNTY APPROVED MULLIONS IN BETWEEN.
ALSO SINGLE AND DOUBLE DOORS WITH OR WITHOUT SIDELDES DN
COLLIMATOR WITH TRAN50 45 U9 M
NG MIAMI—DADE COUY APPROVED
MULLION IN BETWEEN.
LoYtEO DESIGN PRESSURES FROM DOOR, SIDEUTE OR MULLION
APPROVAL WILL APPLY TO ENTIRE SYSTEM.
THIS PRODUCT FIRS BEEN DESIGNED AND TESTED TO COMPLY WITH THE
REQUIREMENTS OF THE FLORIDA BUILDING CODE 2007 EDITION INCLUDING
HNi , VELOCITY HU�5C Own).
ZONE ).
WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER
LOADS TO THE STRUCTURE.
ANCHORS SMALL BE AS LISTED. SPACED AS SHOWN ON DETAILS. ANCHORS
EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND 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 II DESIGN OF ANCHORS INTO WOOD ONLY.
MATERIALS INCLUDING BUT NOT UNITED TO STEEL/MEIAL SCREWS. THAT COME INTO
CONTACT WITH OTHER DISSI ILAR MATERIALS SHALL MEET THE REQUIREMENTS
OF 2007 FLORIDA BLDG. CODE SECTION 2003.8.4.
aa'
DOOR HINES
SEE SHEET 2
FOR
4UIM DUANITfES
& CAPACITY
5' VAX.
HEAD /SW.
CORNERS
g
2
FRAME WIDTH
13' VAX
HEAD /SILL
I, \
/
• 31 3/4'
D.L OP0.
39 1/8
LEAF WEGN
(2) ADOL ANCHORS
AT 3' G.G.
AT MTG. STILE ENDS
REO. FOR 5000 OR
WOOD DUCK INSTALLATIONS
ONLY
DOOR HINGES
SUF6ACE APPLIED SEE SHEET 2
FALSE MUWDNS FOR QUANTITIES
MAY BE USED & CAPACITY
Nine —DACE CORNIY
APPROVED MULLION
SEE SEPARATE NNN
/
1,1
II
II
/ •
11 //
IV
/1
/ 11
/ 11
/
a ll
11 ,
I
1
f
SEE SEPARATE NOA
FOR SIDELNE
RATING AND DETAILS
29'
D.L. OPG.
34 3/B'
LEAF NTH
THESE DOORS ARE RATED f0R LARGE & SMALL MISSILE IMPACT.
SHUTTERS ARE NOT REOUIRED.
75 3/4'
FRAME WIDTH
13' MAX.
HEAD/SILL
29'
DL GPO.
36 3/B'
LEAF WIDTH
Ear, M$HAD vs/AR
FLA. PE 9 383
2 2 009
5' MAX.
HEAD /SILL
CORNERS
6DINEd8A
1
PR98UCTo
18a
Baldbiggaia
-/Rata of
Wad= Oate O
Omar
ra ihIU
z q �
IZE
AA 1
at h
�8
M %'9 3;
4We11 0
8
3
l ad
a.
REM 9
PAST 9
OE N).
OFl0HIP170N
MATERIAL
MANE. /BOPPLiER/REN.RKS
1
ER008
AS REED.
0008 FRAME
8083 -08
-
2
ER012
AS REGO.
DOOR LEAF
11053 -18
-
3
V21866
1/ LEAF
ODOR BASE BOARD
6083 -16
-
4
.50 -1483
1/ DOOR
FRAME SILL
8003 -78
-
9
-
1/ 000R
SILL BASE
6083 -76
-
6
1 /2 -1481
AS RE00.
ASTRAGAL STILE
6083 -75
-
7
1/2 -1935
4/ LEAP
12AZING BEAD
6063 -76
-
8
2801
A5 8000.
CIA2480 GASKET
91NN.
-
5
-
10
1001 /00
1/ CORNER
CORNER KEY
ALU13828
1KXITICELLO
11
008008
4/ LEAF
PONCES
ALUMINUM
CILSSE
12
910 X 3/8'
4/ MIKE
HINGE INSTALLATION SCREWS
-
PH 6AL40NE SCREWS
13
-
AS REED
8U18 851FOPPO0
-
-
14
910 • 2'
AS RECD.
ASSEIS.Y SCREWS
-
NH SELF 019w140
13
912 X 1 -1/4
-
FIORE ASSE9007 8080115
-
SHE
1T1SICN LOAD CAPACITY - PSF
SINGLE (2) DOORS
1400R SIZE
CLAN TYPE 'B"
WIDTH
NEI0T
EXT. ( +)
01T. ( -)
2/6
if
czT
100.0
140.0
3/0
(1/9
100.0
140.0
3/3
5/0
100.0
140.0
2/6
8/4
100.0
140.0
3/0
7/0
100.0
140.0
3/3
FOR INSIS IATRMS WHERE WATER
100.0
440.0
2/8
100.0
140.0
3/0
8/0
100.0
140.0
3/3
100.0
140.0
owns APPROVED FOR NATALIp110N$
MERE WATER 1NTL1800N RESISTANCE
IS REQUIRED.
DE111081 WAD CAPACITY - PSF
SINGLE (t) DOORS
NOR 6128
GLASS TYPE 'A'
WIDTH
HEIGHT
EXT. (4.)
841. (-)
2/8
if
czT
75.0
85.0
3/0
5/8
15.0
85.0
3/6
5/0
75.0
85.0
2/6
8/4
75.0
85.0
3/0
7/0
75.0
65.0
3/6
FOR INSIS IATRMS WHERE WATER
75.0
83.0
2/8
75.0
85.0
3/0
8/o
75.0
65:0
3/8
73.0
85.0
08082 APPROVED FOR 8511WROIS
WHERE 81768 WFO.IRATK4 RESISTANCE
IS REOUI $D.
0561074 LOAD
DOODLE
CAPACITY - PIF
(SE) DOORS
DOOR SIZE
CLASS TYPE 'A' OR '8'
1Y0)TH
HEIGHT
EXT. ( +)
NT. ( -)
if
czT
8/8 (
7/0
A
6/4
75.o
75.0
5/0
8/1
750
75:0
8/4
75.0
75.0
LOAD SHOWN .ABOVE ARE FOR
X16TA11A110N8 WHERE WATER 81FIL7RATION
RESISTANCE 'IS NOT REWIRED.
LWO EX1E 4) LOADS TO 48 PSF
FOR INSIS IATRMS WHERE WATER
NFTLTRATION SESUSTA5E 1S RECEDED.
JACKS SINGLE DOORS;
3 POUR LOCK SYSTEM AT ACTIVE LOCK SIRE
sr FROM 8017011. REY OPERATED ON
EXTERIOR AND THUMB TURN ON INTERIOR.
sum PLATE
1 -1/4" X 1/4" X 18 -1/4" LONG
ATTACHED STN (2) 18 X 3/4" 5MS
HINGES SINGLE DOORS!.
185- NAI$1E3 COMB 1100
EXTRUDED ALUMNUM BOD68 2
BY 'CI1SSE'
(5) PER LEAF
AT 8'. 12 ° . 35'. 83-1/2' AND
62 -1/2" FROM TOP OF DOOR
LOCKS SING111 000 S;
MANUALLY OPERATED CONCEALED FLUSH BOLTS AT
TOP AND BOTTOM OF ACME LEAF PART 102181
ATTACHED 8711 (4) 110 X 1 -1/2" EMS.
3 POINT LOCK 5Y61EL AT ALINE LOCK STILE
38' FROM B017OM, KEY OPERATED ON EXTERIOR
AND THILMB TURN ON 11410311014.
STRIKE PLATE
1 -I/4" X 3/4" X 16 -1/4" LONG
ATTACHED WM (2) 18 X 3/4 WS
JIINGES SINGLE DOORS;
TYPO -WAILED COMB MING
MINED ALUMINUM 68400E 2
BY 'OSSSE'
(7) PER LEAF AT 7/0 AO 8/0 DOORS
AT 3 ". 8" AND 28 -3/8" FROM
TOP APO 8071011. ONE AT LOOSPAt4
1 8) 3', B' AND 28 -3/8' FROM
TOP AND BOTTOM
NOTE, Z 4833. BOTTOM PLUSH BOLTS MUST BE
DURING PERIODS OF HURRICANE WARNING.
LACKS DOUBLE DOORS;
AIDE LEAF,
RANUALLT OPERATED CONCEALED FLUSH BOLTS AT
TOP AND BOTTOM OF ACTIVE LEAF PART 1021131
ATTACHED WIN (4) 18 X 1 -1/2' MS.
3 PON7 LOCK SYSTEM AT ACTIVE LOCK STILE
38' mom MOTHS , k0Y OPERATED ON EXTERIOR
AND 1111119 TURN ON 1141E3908.
INACTIVE I FAF
MANUALLY OPERATED CONCEALED FLUSH BOLTS AT
TOP AND DOITOM OF INACTIVE IFA7 was 102168
ATTACHED TIM (4) 95 X 1 -1/2" EMS.
HINGES DOUBLE DOORS;
110- HANDED COMB NINO
EXTRUDED ALUMINUM BRIDGE 2
BY '0125W
(5) PER LEAF
AT 8'. 12 ° . 35'. 63 -1/2' AND
62 -1/2" FROM 10P OF DOOR
3/16" HEAT 57806) GLASS
.060 INIEWAYER
BUTACTE 3388 BY 'DUPONT'
3/18" HEAT SIREMb GLASS
GLASS TYPE
%UWE-
GE SCS 2800
PRQDuci
ESplotho /y
4
1 • kN�6
� TE:
Dh
GLASS CAPACITIES ON THIS SHEET ARE
BASED ON ASTM E1300 -02/04 (3 SEC. GUSTS)
AND FLORIDA BUILDING COMMISSION
DECIARATORY STATEMENT DCAO5 -DEC -219
3/16' HEAT STREW() CLASS
.100" 041ERLAYET
SE TRYGtAS PLO5 BY 'DOPOi4Y
3/18" NEAT STRE4'D CLASS
LASS TYPO 'H"
SILICONE
CE SCS 2800
S1.GA8E
CEO
0
1
`5
drawing no.
W04-01
(sheet 2'3f 5
TYPICAL ANCHORS
SEE ELEVATIONS
FOR PANG
TYPICAL ANCHORS
SEE EI.EV. FOR SPACING
ACCESS IVIES
MTH PLUGS
(4) /12 X 1' S&S
� AT 2' O.C. MAX.
AT CENTER OF 5[L.
•
REGD. AT .
DOUBLE NO DOORS
• ONLY
81
18 X 1/2 sMs
r FROM ENDS
AND 10' O.C. MAX.
TYPICAL ANCHORS
SEE ELEVATIONS
16Y FOR SPACING
ROOD BUCIC
SEE SEPARATE NOA
FOR
RATING AND
M W - DADE COUNTY
APPROVED MULLION
SEE SEPARATE NOA
TYPICAL ANCHORS ASNO tiithibem
SEE ELEV. FOR SPACING igommggsto
F110D
WOOD BUCKS AND METAL STRUCTURE NOT BY EUROTECH
MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND
TRANSFER THEM TO THE BUILDING STRUCTURE.
Pie AY Am/MARS' SEE MW. FOR SPACING
• FV •177 X51. Fy°155 XSI)
•. STRUCTURES
1 -3/8' MIN. PENETRATION INTO WOOD
THRU 1BY BUCKS INTO CONC. OR MASONRY
t -1/4 MIN. EMBED INTO CONC_ OR MASONRY
DIRECTLY INTO CONC. OR MASONRY
1 -1/4' MIN. EMBED INTO CONC. OR MASONRY
1 /4 01*. jEKS /3RD —FLEX SELF ORR1JNG SCREWS (GRADE 5 CRS)
INTO MIAMI —DADE COUNTY APPROVED MULLIONS
If INTO METAL. STRUCTURES
STEEL : 1/B" THK. MIN. (Fy = 36 KSI MIN.)
ALUMINUM : 1/8' THK. MIN. (8063 —T5 MIN.)
(STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED)
eiCAL EDGE DISTANCE
INTO CONCRETE AND MASONRY m 2 -1/2' MIN.
INTO WOOD STRUCTURE = 1' MIN.'
INTO METAL STRUCTURE - 3/4' MIN.
CONCRETE re = 3000 PSI MIN.
0 -90 IIOLLOW/F.LED 9LOCmC Pm, n' 2000 P51 ERN.
SEALANTS:
ALL FRAME AND LEAF CORNERS AND JOINTS SEALED WITH
ADSEL OR TEKNA 50729 SEALANTS.
Env: AINHAD.VIDATI
ONE
RA PEE 38893
CAN. 3538
JUN 0 Z 2009
� qq
k
41 t
drawing no.
W04 -01
sheet 3 of 5
Mean
Roof
Height
DESIGN PRESSURES PSF) • Zone 5
10
18
20
Tributary Area
So FO
40
45
50
' 25
30
35
0 -1511
-62.2
59.8
-58.0
-56.7
-55.6
-54.6
-53.8
43.1
-52.5
- 45: 5' ;
+41
+45.5
+45.2
+44.4
+43.7
+43.1
+42.7
+42.3
+41.9
+41.6
.18 ft
43.1
+47.1
-60.6
+45.9
-58.8
+45.0
-57.5
+44.3
-55.3
+43.7
55.4
+43.3
-54.8
+429
-53.9
+42.6
-53.2
+42.2
18 fl
-84.6
- 82.1
+47.0
- 80.3
+48,1
-58.9
+45.4
-57.8
+44.8
- 56.8
+44.3
-55.9
+43.9
-552
+43.6
-54.5
+43.2
'+44.9 +44.5 +44.2
5
-61.6
-802
-59.0 58.1
572
•56.4
55.8
':.1
+47.1
+46,4
+45.8 +45.3
+449
+44,6
+44,2
._. -
- ' ..
- 84.6
- 829
- 81.4
-802 - 59.2
-58.4
57.8
-56.9
•
+BOA
+49.0
+48.1
+47.4
+46.8 +46.3
+45.8
+45.4
+45.1
52.9
48.7
48.0
-64.1
-62.6
-61.4 -60.3
-59.4
-58.7
-58.0
28 ft
+51.3
+49.9
+49.0
4-48.2
+47.6 +47.1
+48.7
+48.3
+45.9
26 ft
-89.8
+622
-87.1
+ 5 0 . 8
48.1
+409
- 83.8
+4E61:
-62.4. ∎-814
;548,4 +47:8'
.: -60.4
'$.
- 59.6
' 447.1
-58.9
+45.7
28 ft
70.9
482
382
- 64.6'' -
53:4';..62.3 •
_.,
:.''6) .4'
60.5
-599
-55.4 -84.9
+50.7 +502
-56.1 56.6
+51.3 +509
A
4 4 V
c4 c4 Ti
4
+63.0
+51.6
+50.6
+49:8's
;� 19.2. +48:7_
'446;2:2=447.8
+47.4
-59.8
48.7
-69.2
-67.1
.666 _
-FI43_ ;.-63 ;
'4V1'
+55.0
-60,7
+53.1
+539
+52.3
+51.3
+50:8'
.449', ' 4494
4 4829=
F.4@,
+48.1
32R
- 7 0. 1
+53.1
-88.1
+62.0
-86.5
+51.3
7652'...1.,
+50.8
414.1.:=
+50.1'
-453.1
+49.6
:r,3
+49,2
-81.6
+48,8
34 ft
‘1
-71.0
+53.7
-58.5
'4171• 456.01.. -
+51:9 '
4 51'.
64:9
4 :7
4"
1' 1
" $2.4
+:49.4
38 ft
+53 :0= +52:5 > "t52 -...ciM:7.
- 71.9
+54,4
- 632
-58.7"
+52.5
- - 88;8".
+51.9
-65:7 ;
+51.3
-59.1
-63.1
+50.0
38 ft
-75.7
+58.5
-72.7
+55.0
-70.6
+54,0
-68.9
+53.1
-67.6
+52.5
- 88.5
+519
- 65.6
+51.4
44.8
+61.0
-63.8
+50.6
412
+56.2
- 78.5
-73.5
-71.3
-69.7
-682
-67.2
-66.2
453
44.6
-59.8 49.0 -58.2
_+•54:5'• = +54:0 �: +53.1':
+57.1
+55.6
+54.5
+53.7
+53.0
+52.5
+52.0
+51.5
+51.1
+58.3
-77.3
742
72.1
-70.4
- 69.0
-67.9
-68.9
46.0
452
- 812
+57.7
+562
+55.1
+54,3
+53.6
+53.0
+52.5
+52.1
+51.7
.68.0
+60.8
78.0
-75.0
72.8
-71.1
49.7
-68.5
- 67.5
-86.6
-85.8
-62.9
+58.3
+56.7
+553
+54.8
+54.1
+535
+539
+52.8
+52.2
80 R
-78.8
- 75.7
-73.5
-715
-70.4
-692
482
47.3
58.5
+589
+87,3
+562
+55.3
+54.6
+54.0
+53.5
+53.1
+52.7
78.3
-74.1
-72.4
71.0
-89.8
-68.8
-87.9
-87.1
® -79.5
+59.4
+57.8
+58.7
+55.8
+55.1
+54.5
+54.0
+53.6
+53.1
50 ft
-80.2
+599
77.0
+58.3
-74.8
+57.2
-73.0
+56.3
-71.6
+55.6
-70.4
+55.0
-69.4
+54.5
- 88.5
+54.0
-67,6
+53.6
528
-809
+60.4
- 77.6
+58.8
-75.4
+57,8
- 73.6
+56.8
-722
+56.1
- 71.0
+55.4
-69.9
+54.9
- 69.0
+54.5
-68
-68.2
+54.0
ft
-81.5
+309
- 78.3
+592
78.0
+58.1
-74,2
+572
-72.8
+56,5
-71.8
+552
- 70.5
+55.4
-89.6
+549
48.7
+54.5
56 ft
-82,1
+613
-78.9
+59.7
78.8
+58.5
-74.8
+57.7
-73.3
+58.9
-72.1
+56.3
-71.0
+555
-70.1
+55.3
-68.3
+549
60 ft
-83.3
+522
- 80.0
+605
-77.7
+59.4
75.9
+68,5
74.4
+57.8
-73,2
+57.1
-72.1
+585
-71.1
+55.1
-70,3
+553
Mean
Roof
Height
DESIGN
PRESSURES
7 , „ --,
Area
(P &F) •
S. FS
Zone 4
.. 40 ..
_. 45 ..
"'f)0' -
10
15
20
25
30
3G
0 -15 ft
-50.4
t46,8
-49.2
+45.2
-48.3
+44,4
-47.6
+43.7
-47.1
+43.1
- 46.8:.
+421,
-462 :'
4422
:46-0-:
+41:9
- 45: 5' ;
+41
18 ft
-51.1
+47,1
-49.8
+45.9
.49.0
+450
- 48.3
+44.3
-47.7
+43.7
-472', X401..
+439
-46:5^
442:5.'+42:2
•'4459:
18 It
-52.4
-57.7
+47.0
-502
+48.1
-49.5
+45.4
:
• , :
: • 48:0 ": =r)7,
+43.9 +43.8 +43.2
_ ..
-53.5
L.. .2
-51.3
-50.6
- 50.0
-49.6 .:; -49.7 • -48.7. •
+47:1
'+44.9 +44.5 +44.2
- 52.4
40:1' - 49.7 -49.4
*48.1
+48.8
+48.4 +45,1
-532
51.0
-60.8 -50.3
+51.3
+49.9
+49.0
+482
47.8
+47.1 +48.7 +482 +45.9
552
-54.2
-53.5
52.9
-52.3 51.9 - 51.5 -51.1
-
+50.8
+49.8
+49.1
+48,4
+47.8 +47,5 +47.1 +46.7
28 ft
-57.5
+53.0
56.1
+51.6
- 55.1
+50.6
54.3
+49.8
-53,7
+49.2
-53.2 - 52.7 52.3 -51.9
+48.7 +48.2 +47,8 +47,4
30 ft
-58.3
+53.8
-56.9
+52.3
-55.9
+51.3
-55.1
+50.8
-54.5
+49.9
2
-53.9 53.5 -53.1 5.7
+49.4 +48.9 +48.5 +48.1
®R
-57.7
+53.1
-56.7
+52.0
-55.9
+51.3
-552
+50.6
54/ - 54.2 539 -53.4
+50.1 +49.8 +49.2 +48.8
34 fl
-59.9
+55,2
48.4
+53.7
-57.4
+523
A A
-55.4 -84.9
+50.7 +502
-56.1 56.6
+51.3 +509
A
4 4 V
c4 c4 Ti
4
36 ft
40.8
+559
59.1
+54,4
-55.1
+53.3
-51.3
-59.8
48.7
-57.9
-57.3
- 58.7 462 -55.8 -55.4
+58.5
+55.0
+544)
+53.1
+52.5
+61.9 +51.4 +51.0 +50.6
42.0
-60.5
-59.4
- 58.6
-57.9
-57.3 58.8 x 48.4 -58.0.
+57.1
+55.6
+54,8
+63.7
+53.0
•
+52.5 +52.0 +51 :5' +31:1 •
-62.6
41.1
-50.0
-592
-58.5
570•, "37.4 - 57.Q• : .8
+57.7
+562
+55.1
+54.3
453.8
+53 :0= +52:5 > "t52 -...ciM:7.
- 632
-61.7
-603
59.7
-59.1
584:, -58.0 .57:8 - :.47:. ,,
..
+58.3
+58.7
+55.7
+54.8
+54.1
+53:5: +530 : +52:8 4$212;;
40 ft
-63.8
+58.8
-62.3
+57.3
412
+56.2
-60.3
+55.3
- 59.6
+54.5
- 59.0' 485 . -58.1 573'-
+54.0 +53.5
48 fl
- 64.4
+59.4
-62.8
+57.8
41.7
+ 56.7
-50.8
+55.8
40.1
+55.7
-59.8 49.0 -58.2
_+•54:5'• = +54:0 �: +53.1':
-644.9
43,4
4122
-81.4
40.7
-60.1" -59S -59.1 -58.7.
+59.9
+58.3
+572
+56.3
+55.6
+55.5 +54:5 +54.0 +535'
45,5
53.9
428
41.9
- 812
- 60.8 50.0 -59.6 -592
+60.4
+58.8
+579
+56.8
+56.1
+55.4 +54.9 +54.5 +54.0
64 ft
.68.0
+60.8
-64.4
+592
53.3
+58.1
-62.4
+572
-51.7
+56.5
9
41.0 -50.5 -80.1 5.6
+55.9 +55.4 +549 +54.6
- 86.5
- 64.9
53.7
-62.9
42.1
-51.5 -61.0 - 605 40.1
+81.3
+59.7
+58.5
+57.7
+56.9
+58.3 +55.8 +553 +54.9
80 R
-67.5
+622
-65.8
+80.8
54.7
+59.4
-63.8
+585
- 83.0
+57,8
42.4 -61.9 41.4 41.0
+57.1 +56.8 +56.1 +55.7
0302/2009.5:01pm
F:103 Etement:MO Loading 111 Calculator&ASCE 7.054 FLB -ASCE 7-02 Presawe C0a183 (0- 60),dwg
200 FLORIDA BUILDING CODE & ASCE 7 -05
D LOADS FOR COMPONENTS AND CLADDING
INTERIOR ZONE 4 PRESSURES 1
1 EXTERIOR ZONE 5 PRESSURES 1
WIND VELOCITY =146 MPH
EXPOSURE 'C'
a= 1011 OF LEAST HORIZONTAL •DIMENSION''OA
WHICHEVER 15 SMALLER, BUT NOT LESS THAN 41a OF LEAST HORIZONTAL.
DIMENSION OR 3FT (lm). USE ZONE 5 IF AT ALL'IN QUESTION. CONSULT
AN ENGINEER FOR AMORS SPECIFIC INTERPRETATION IF REQUIRED.
{ l
O f Q 1
1 ELEVATION
WALL ZONE FIGURES
MRH =O -60'I
BASED ON Kd =0,85
SEE TABLE NOTES
FOR ALT Kd
INSTRUCTIONS FOR TABLE USE
I. TABLES ARE INTENDED TO. DEPICT THE 'WORST CASE' PRESSURES. 'WORST CASE' IS
DEFINED AS THE CRITICAL CONCom0N ANY UNKNOWN VARIABLE AS DESCRIBED BELOW.
USE OF CRITICAL CQNDITIONS'REQUtRFP;FQR_(USE WITH THESE TABLES.
2. FOR Sr T UATIONS:TAT'1REQU RE•:ICd •'.7s0 ;FABLE VALUES ARE UNDER - DESIGNED BY A
FACTOR OF LIB. VERIFY Kd`RFQI6RRE�MEN75 LOCAL MUNICIPALITY PRIOR TO TABLE USE.
3. USE OF TABLES VALID ONLY LESS THAN 60' MEAN ROOF HEIGHT.
4, TABLES VALID Fps ALtRoOF F,LOPES; (EDUCTIONS FOR ROOF SLOPES LESS THAN 10°
SHALL BE PERFORM 15Y AN'ENGTNEEIT'AS) LSITE SPECIFIC CONDITION,
5. IDENTIFY THE BUILDING.MEAN'{AVERAGE);ROOF HEIGHT. IF THE MEAN ROOF HEIGHT
CANNOT BE IDENTIFIED, PEAK: "ROOF HEIGHT.
6. ALWAYS ROUND UP ROOF HEIGHTS TO NEXT TABLE VALUE OR TO A CONSERVATIVE
ASSUMPTION. .
7. CALCULATE THE::TRIBUTARY AREA>OF''THE IN QUESTION (HEIGHT 4 WIDTH) OR
THE SPAN LENGTH (HEIGHT) MULTIPLIED BY•AN EFFECTIVE WIDTH THAT NEED NOT BE LESS
THAN ONE -THIRD THESPAN..CENGTF)'.(HEIGHT:2 / 3). USE THE AREA BETWEEN STRUCTURAL
OPENINGS ONLY - THIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS. IP THE TRIBUTARY
AREA OF AN OPENING CANNOT BE IDENTIFIED, THE MOST CRITICAL (10 SQUARE FEET) SHALL
BE USED. ALWAYS ROUND TRIBUTARY AREA DOWN TO THE LESSER TABLE VALUE, FOR LARGER
TRIBUTARY AREAS THAN PUBLISHED, USE THE LARGEST PUBLISHED VALISE,
8, IDENTIFY THE ZONE OF THE OPENING AS INTERIOR (ZONE 4) OR EXTERIOR (ZONE 5) PER
THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE
CONSIDERED THE MORE CRITICAL (EXTERIOR) ZONE.
9. READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL
MUNICIPALITY IN ACCORDANCE WRH CODE,
GENERAL NOTES:
1. THESE CHARTS ARE NOT VALID AS A SITE - SPECIFIC DRAWING. THESE TABLES ARE ONLY
VALID WHEN SIGNED & RAISED SEALED BY FRANK L, BENNARDO, P.E.
2. THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED.
USE OF THESE TABLES AND CORRESPONDING WIND VELOCITY, EXPOSURE, AND OTHER
COEFFICIENTS LISTED HEREIN SHALL BE DICTATED AND VERIFIED BY THE GOVERNING
BUILDING DEPARTMENT AND PERMIT HOLDER. NO WARRANTY FOR APPLICABILITY OF TABLE
VALUE USE 1.5 OFFERED HEREIN.
3. THL5 SPECIFICATION I5 NOT INTENDED TO OFFER ANY PRODUCT APPROVED
CERTIFICATION. REFER TO ANY SEPARATELY SUBMITTED TEST CRITERIA AND OTHER
APPROVALS FOR DESIGN & INSTALLATION INFORMATION AND APPLICABILITY OF THESE TABLE
VALUES WHICH IS TO BE VERIFIED BY OTHERS IN ACCORDANCE WITH GOVERNING CODES.
4. DESIGN IS BASED ON THE.;g ; COND. GUST (WINO VELOCITY) FOR A CATEGORY rl
(GENERAL RESIDENTIAL & COMMER . , -' GU CQNSTRUCTION) USING AN IMPORTANCE FACTOR
1.1,0. THESE TABLES'N07 FORUSZ THISS.ENTIAL FACILITIES OR ASSEMBLY OCCUPANCIES.
TOPOGRAPHIC FACF0R:Kat 1:0'1'OR FTA'L`_` 6111tA1N USE ONLY THESE TABLES NOT VAUD FOR
HILLY TERRAIN. INT6) 1AL'PRESSQRt,OEFF1dENT (GCpI @ +/ -0.18) ENCLOSED BUILDING ONLY.
VERIFY USE OF Kd•.0 85i((DIRECTIQNALTt'tFACTOR) WITH LOCAL BUILDING DEPARTMENT. HVHZ
HIGH HURRICANE'ZONE TABI;.ES;AAE FOR WALLS AND VERTICAL SURFACES ONLY.
5. ADHERE TO ALL !.I:QCAI,1MPAIGT'PROTEG'1'ION SYSTEM ORDINANCES.
6. NO CERTIFICATIDN'ISVFFEREWMOTHEINTEGRITY OF THE HOST STRUCTURE,
7. EXCEPT AS EXPRESSLY PROVII)E19'RERE4N, NO ADDITIONAL CERTIFICATIONS OR
AFFIRMATIONS ARE INTENDED.
PEAK ROOF
F535447
MEAN
ROOF
HEIGHT
z
1"
REMARKS
INR ISSUE
REVISE FOR 07 FBC
DRINK
Cl.
TSB
CHKD
FL.B
FL8
DATE
04/19106
02/23/09
Tms DOOUMENT B THE PROPERTY OF FRANC 9E64A110O,
PIANO SHALL NOT BE REPRO1TUl2D N WHOLE OR PART
WITH= MUM CONSENT OFFRANILLSENNAITDO,RE
ALTERATION& ADDMONS, HIGHLIGHTING, OR OTHER
MNP4INGSTOTHH DOCUMENT ARE NOT PER5ATIE0 AND
INVAL91AT6 OUR t RTINOATE &
2007 FLORIDA BUILDING
ASCE 7 -05, MRH = 0 - 60 FT
DESIGN LOADS FOR
COMPONENTS & CLADDING
CODE
ENGINEERING
EXPRESS'
160 SW 12th AVENGE, #106
DEERFIELD BEACH, FL 33442
PH: (954) 354 -0660 FAx: (954) 354 -0493
WWW.ENGEXP.COM
CERT OF RUTH 59855
r
MIAMI SHORES BUILDING DEPARTMENT
PRODUCT APPROVAL SCHEDULE / COMPARISON CHART
Address: 1030 NE 95 ST, MIAMI SHORES FL 33138 'Permit No.
Opening
ID
Window, Door
or Mullion
Product Acceptance #
Product Approval
Design Pressure
Opening Design
Pressure
Rough Opening
Size
Shutter Required
Yes / No
Mullion Required
Yes / No
Impact
Yes / No
1
DOOR
09- 0310.05
75.0
-75.0
49.4
-53.5
72 x 79 3/4
NO
NO
YES