Press Alt + R to read the document text or Alt + P to download or print.
This document contains no pages.
WS-07-377Miami Shores Village
Building Department
10050 N.E.2nd Avenue Mi
Tel: �'� La
BUILDING FEB 2 7 2007
PERMIT APPLICATION BY:
FBC 2004
Permit Type (circle): Building Electrical
Owner's Name (Fee Simple Titleholder) O o 6
Owner's Address
Florida 33138
56.8972
061►alo -,�
Permit NoV4 )- — T)
-Master Permit No.
Plumbing Mechanical Roofing
Phone #
City
Tenant/Lessee Name
State Zip
Phone #
Job Address (where the work is being done)
City Miami Shores Village
FOLIO / PARCEL #
County Miami -Dade
Zip
Ls Building Historically Designated YES
Contractor's Company Name
Contractor's Address
City
Qualifier Name
State Certificate or Registration No.
NO
Phone # - 6 D-5% 6
Certificate of Competency No.
Architect/Engineer's Name (if applicable) Phone #
Value of Work For this Permit $
Type of Work: ❑Addition ,Alteration
Describe Work: ,A4.0 /I--
Square / Linear Footage Of Work:
New ❑ Repair/Replace ❑ Demolition
f% ;5
* * ** ter * *** * * * * *** ** * * ** *, *, *, **** ** ***peespx***, ********* * * * * *** * * * * * * ****** ** *** * ** * **
Submittal Fee $ Permit Fee $ /3. &- - CCF -QJ CO /CC
Notary $ Training/Education Fee $ •- Technology Fee $ -
Scanning $ d Z Radon $
DPBR $
Zoning $
Bond $ Code Enforcement $ Double Fee $
Structural Review. $ Total Fee Now Due $ 2 Ob
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 copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the
inspection will not be approved and a reinspection fee will be charged.
Aiii
dO '' r or A.:
The foregoing instrument was acknowledged before me
day of , 200:4
who is personally known to me or who has produced
NOTAR
As identification and who did take an oath.
LIC:
Sign:
Print
My $ ommission Expires:
Mabel Varrg
Commission #DD2319
210
BondedThru
tic
Signature
Contractor
The foregoiing instrument was acknowledged before me this
day of 1-Q V , 2001, by
who is personally known to me or who has produced
entification and who did take ,on oath.
NOTARY UB IC: !/
Sign:
Print:
My Co
,1 4',.'4,„ „' iVia /edl argas
• • °� ^ Commission #DD2319
Expires: Jul 13, 200
rhru
Banding Co._ Inc
ission Expires:
APPLICATION APPROVED BY:
(Revised 02/08/06)
Project Address
9840 NE 2 Avenue
Miami Shores Village, FL
Miami Shores Village
10050 N.E. 2nd Avenue
Miami Shores, FL 33138 -0000
Phone: (305)795 -2204
Owner Information
CASA TOSCANA
Permit
Permit NO. WS -2 -07 -377
Permit Type: Windows /Shutters
Work Classification: Window/Door
Permit Status: APPROVED
Issue Date: 3/1312007 Expiration: 09/09/2007
Parcel Number
1132060170330
Block: Lot:
Address
9840 NE 2 Avenue
MIAMI SHORES FL 33138-
Applicant
CASA TOSCANA
Contractor(s)
DILBERT ENTERPRISES, INC
Phone
786/256 -6434
Cell Phone
Phone
Valuation:
Total Sq Feet:
Type of Work: STORE FRONT
No of Openings: 1
Additional Info:
Classification: Commercial
Fees Due
CCF
Education Surcharge
Notary Fee
Permit Fee
Scanning Fee
Technology Fee
Total:
Amount
$3.60
$1.20
$5.00
$180.00
$12.00
$4.50
$206.30
Total
Amt Paid I Amt Due
$ 0.00 $ 0.00
Payment Type:
$ 0.00
ckAlo-65
Cell
$ 6,000.00
0
Available Inspections:
Inspection Type:
Window Door Attachment
Final
Final Shutters
Shutter Attachment
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 responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are
required for ELECTRICAL PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work.
OWNERS 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. Futhermore, I authorize the above -named contractor to do the work stated
March 13, 2007
Authorized Signature: Owner / Applicant / Contractor / Agent
'bOl 1 0l
Tuesday, March 13, 2007
Date
1
Miami Shores Village
10050 N.E. 2nd Avenue
Miami Shores, FL 33138 -0000
Phone: (305)795 -2204
Project Address
9840 NE 2 Avenue
Miami Shores Village, FL
Owner Information
CASA TOSCANA
Address.,,.
Permit
Permit NO. WS -2 -07 -377
Permit Type: Windows /Shutters
Work Classification: Window /Door
Permit Status: APPROVED
Issue Date: 3113/2007
Expiration: 09/09/2007
Parcel Number
1132060170330
Block: Lot:
9840 NE 2 Avenue
MIAMI SHORES FL 33138-
Contractor(s)
DILBERT ENTERPRISES, INC
Phone
786/256 -6434
Cell Phone
Applicant
CASA TOSCANA
Phone Cell
Valuation:
Total Sq Feet:
Type of Work: STORE FRONT
No of Openings: 1
Additional Info:
Classification: Commercial
Fees Due
CCF
Education Surcharge
Notary Fee
Permit Fee
Scanning Fee
Technology Fee
Total:
Amount
$3.60
$1.20
$5.00
$180.00
$12.00
$4.50
$206.30
Total
Amt Paid Amt Due
$ 0.00
Payment Type:
$ 0.00 $ 0.00
EklAR .r PAM
41035
NOTICE: In addition to the requirements of this permit, there may be
additional restrictions applicable to this property that may be found in the
public records of this county.
Copy
$ 6,000.00
0
Available Inspections:
Inspection Type:
Window Door Attachment
Final
Final Shutters
Shutter Attachment
AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER
GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT
DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES.
Tuesday, March 13, 2007
2
MIAMI-DADE
FEB 2 7 20071
BY ---- - - - - --
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NO
Delta Doors Manufacturing, Corp.
7500 N.W. 69 AVE
Miami, FL 33166
SCOPE:
• • • ••
•• •• •
• • • •
• • •
• • •
• • •••
A• 1. IP t* DE CBUNii FLORIDA
: • . • iv1E100- DADE'F1 A4LBR BUILDING
• • liiiiiVESIMILACLER STIWE7, SUITE 1603
MIAMI, FLORIDA 33130 -1563
(305) 375 -2901 FAX (305) 375 -2908
•• • • • •• ••• ••
• • •
•
• • • •
•
• • •
••
• •
•••
• •
• •
• ••
•• •• •
• • • •
• • •
• • •
• • •••
• • • • • ••• ••
•
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
Division (In Miami Dade County) and/or the AHJ (in areas o
have this product or material tested for quality assurance purpo
the accepted manner, the ufacturer will incur the expense
revoke, modify, or suspen the use of uc. . t or material w
to revoke this acceptance : f it is dete
material fails to meet the • uirements
ow. The Miami -Dade County Product Control
er than
s. If this prod
f such testing
their jurisd
Product Con
This product is approv
i
eluding the High Vel
SCRIPTION: Se
AP ' OVAL DOCU
Sys.' heets 1 throug
Huma sun Farooq, P
Accept . ce number
MISS 1 r IMPACT
LABEL
following
RENEWA
change in the
TERMINATI
materials, use,
product, for sales,
with any section of
G: Each u
tement: "
f this
• plicab
N of
as described
ity Hurrican
DHS- 500
NT: Drawin
of 7, prepared
, bearing the Mia
approval date by
TING: Large a
t shall bear a perman
•
ed by Mi
the applica
•
-Dade Conn
building c
erein, and has b
ne.
minum Flush
o. W02 -27, ti
AL- Farooq
-Dade Cou
e Miami -D
d Small
t la
n designed comply wi
eserve the right to
to perform in
immediately
es the right
s product or
t or material fa
d the AHJma
tion. BORA res
of Division that
lazed Storef nt System
e Florid
uilding Code,
" Series "D S -500 Alu ush Glaze Storefront
rporation, dat 03/29/P igned and sealed b
Product Contr Approval stamp with
e County Product Control Division.
ssile Impact r�
ith the manufacturer's name
iami -Dade County Pr • Control Approved ", unless
A shall be considered after a renewal application h
building code negatively affecting the perform
NOA will occur after the expiration date
anufacture of the product or process. Mi
sing or any other purposes shall aut
NOA shall be cause for terminatio
tice of
ogo, city, state and
rwise noted herein.
n filed and there has been no
of this product.
f there has been a revision or change in the
e of this NOA as an endorsement of any
atically terminate this NOA. Failure to comply
nd removal of NOA.
ADVERTISEMENT: The NOA number preceded b ` e words Miami -Dade County, Florida, and followed by
the expiration date may be displayed in advertising '''erature. If any portion of the NOA is displayed, then it shall
be done in its entirety.
INSPECTION: A copy of this entire NOA l be provided to the user by the manufacturer or its distributors
and shall be available for inspection at the ' site at the request of the Building Official.
This NOA consists of this page 1 and e , ence pages E -1 and E -2, as well as approval document mentioned
above.
The submitted documentation was, viewed by Theodore Berman, P.E.
e 011°1
NOA No 04- 0331.02
Expiration Date: May 20, 2009 V
Approval Date: May 20, 2004
Page 1
Delta Door Manufacture Corp.
• • ••• • • • •••
•• •• • • • •• •• •
• • • • • • • • • • • • • •
• • • • ••• • • • • •
• • • • • • • • • • •
• • ••• • • • • •••
• • • ••• • ••• • • • •
• • • • • • • • • • • • •
• • • •
• • •
• • •
NOTICE OF ACCEPTANCE: EVIDENCESUBMFF li:D • •
•• • • • •• ••• ••
A. DRAWINGS •
• • •
1. Manufacturers die drawings and sections. • . • • • • • ••• • •
2. Drawing No. W02 -27, tided "Series "DHS -500" Alum Flush Glaze Storefront Sys.",
sheets 1 through 7 of 7, prepared by AL- Farooq Corporation, dated 03/29/02, signed
and sealed by Humayoun Farooq, P.E.
B. TESTS
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) Large Missile Impact Test per FBC, TAS 201 -94
5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94
6) Forced Entry Resistant Test, per FBC 2411.3.2.1 (b) and TAS 202 -94
along with marked -up drawings and installation diagram of aluminum single hung
fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No.
FTL -4115, dated 03/03/04, signed and sealed by Edmundo J. Largaespada, P.E.
2. 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) Large Missile Impact Test per FBC, TAS 201 -94
5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94
6) Forced Entry Resistant Test, per FBC 2411.3.2.1 (b) and TAS 202 -94
along with marked -up drawings and installation diagram of aluminum single hung
fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No.
FTL -4042, dated 01/26/04, signed and sealed by Edmundo J. Largaespada, P.E.
•
C. CALCULATIONS
1. Anchor Calculations, ASTM- E1300, and structural analysis, prepared by AL- Farooq
Corporation , dated 05/16/02, signed and sealed by Humayoun Farooq, P.E.
D. QUALITY ASSURANCE
1. Miami Dade Building Code Compliance Office (BCCO).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 00- 1212.04 issued to E.I. DuPont DeNemours for "Dupont
Butacite ® PVB ", dated 02/15 /Olexpiring on 12/12/05.
2. Notice of Acceptance No. 03- 0514.15 issued to "Oldcastle Glass, Inc." for "
Stormglass Laminated Glass" approved on 12/11/03 and expiring on 12/11/08.
E -1
„eoeaf/u.
Theodore Berman, P.E.
Deputy Director, Product Control Division
NOA No 04- 0331.02
Expiration Date: May 20, 2009
Approval Date: May 20, 2004
•
•• •
• •
•
•
•
••. •
• • •
• • •
• •••
• • •
••• • •
• • •••
•• •• •
• • • •
• • • •
• • •
• • •••
Delta Door Manufacture Corp. • • • • • • • "'
• • • • • • • •• •
• • • • • • •
•• ••
•
• •
•
NOTICE OF ACCEPTANCE: EVIDEfi11L iSUBA+I1TTED •
•• • • • •• •••
••
F. STATEMENTS • • • • • • • •
1. Statement letter of no financial interest, dated 03612/C 9igntd atict s0Sl�d ly
Humayoun Farooq, P.E.
2. Statement letter of Code Compliance issued by Bromley- Cook, on 03/12/04 signed
and sealed by Humayoun Farooq, P.E.
G. OTHER
1. Letter from the consultant stating that the product is in compliance with the Florida
Building Code (FBC).
E -2
Theodore Berman, P.E.
Deputy Director, Product Control Division
NOA No 04-0331.02
Expiration Date: May 20, 2009
Approval Date: May 20, 2004
4
D.L. OPG.
SEE SHEET 2
D.L OPG.
SEE SHEET 2
O.L. OPG.
SEE SHEET 2
PI
gi
N
N
O
6
_. ` I 1 ., i ,
, i i
, 1 1i
1
O
__J
/ O
/,
O
—.
//.
//
r---r-
1
1 1 1
i 1 i • I 1
I
,T 1 I ,", I
4° MAX. TYP.
HEAD /SILL CORNERS
ANCHORS TYPE A, 4 OR C ,
2, 3 OR 4 AT JAMB
SEE SHEET 4
17" MAX.
AT
HEAD /SILL
DHS -500 ALUMINUM FLUSH GLAZED
STOREFRONT SYSTEM
STOREFRONT SYSTEM IS RATED FOR LARGE MISSILE IMPACT
SHUTTERS ARE NOT REQUIRED.
CODE REQUIREMENTS FOR SAFEGUARDS MUST BE OBSERVED.
THIS PRODUCT IS DESIGNED TO COMPLY WITH THE HIGH VELOCITY HURRICANE
ZONE OF THE 2001 FLORIDA BUILDING CODE.
WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER
LOADS TO THE STRUCTURE.
ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS.
ANCHOR 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.
ALL STEEL IN CONTACT WITH ALUMINUM TO BE PAINTED OR PLATED.
A 33% INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF ANCHORS.
MAX. MULLION SPACING
SEE SHEET 3
TYPICAL ELEVATION$
ANCHORS TYPE A, B OR C
- -2, 3 OR 4 AT EACH SIDE OF MULL
SEE SHEET 4
INSTRUCTIONS'
USE CHARTS AS FOLLOWS.
STEP 1. DETERMINE DESIGN WIND LOAD REQUIREMENT BASED
ON WIND VELOCITY, B.DC, HEIGHT, WIND ZONE
USING APPLICABLE ASCE 7 STANDARD.
STEP 2 SEE CHART ON SHEET 2 FOR DESIGN LOAD CAPACITY
OF DESIRED GLASS SIZE.
STEP 3 CHECK MULLION CAPACITY FOR A GIVEN SPACING AND
HEIGHT USING CHARTS ON SHEET 3
THE CAPACITY SHOULD EXCEED THE DESIGN LOAD.
STEP 4 USING CHART ON SHEET 4 SELECT ANCHOR OPTION
WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED
IN STEP 1 ABOVE.
0
D.L. OPG.
SEE SHEET 2
P1
I 1 I
M
O
N
F
N
-r
O
Q
I:.:
__J
1
,
HEAD /SILL CORNERS I
ANCHORS TYPE A, B OR C
2, 3 OR 4 AT JAMB--
-
SEE SHEET 4 •
4° MAX. TYP.
Engr. CR. R! PAM
FLA PE J 18557
CAN. .534
MAR 2 3 2004
77° MAX.
AT
HEAD /SILL
•
• • •
•• •
•
••••
• •
••••
• •
•• ••
IT
••••
•
••••
•• •
• •
• ••
•
••
• •
• •i
•••
•
0
N
••
tl
•
drawing no.
W02 -27
(sheet 1 of 7
•
•
••
•
••
•
•
•
•
••
••
•
• • •
•
•••
•
drawing 110.
W02 -27,
GLASS LOAD CAPACITY - PSF
NOMINAL DIMS.
GLASS TYPE 'A' & 'B'
D.LO. WIDTH
D.LO. HEIGHT
EXT. ( +) & INT.( -)
28"
130.0
32"
130.0
38°
130.0
40'
96"
130.0
44°
60"
130.0
48"
130.0
52'
130.0
58°
130.0
80°
130.0
28°
102"
130.0
32°
130.0
36'
130.0
40'
130.0
44"
66°
130.0
48°
130.0
52°
108"
130.0
58°
130.0
80°
123.9
28°
130.0
32"
130.0
38"
114"
130.0
40"
130.0
44"
72"
130.0
48'
130.0
52"
120"
130.0
56"
122.8
60"
114.6
28"
130.0
32"
130.0
36°
130,0
40"
130.0
44"
78°
130.0
48"
130.0
52°
122.8
56"
113.8
80"
106.3
28"
130.0
32°
130.0
36'
130.0
40"
130.0
44"
84°
130.0
48"
125.4
52°
114.3
58"
105.7
60"
98.8
28'
130.0
32"
130.0
36"
130.0
40"
130.0
44°
90°
130.0
48"
117.7
52"
106.8
56°
98.5
GLASS LOAD CAPACITY - PSF
NOMINAL DIMS.
GLASS TYPE 'A' & 'B'
D.LO. WIDTH
10.40. HEIGHT
EXT. ( +) & INT.( -)
28°
130.0
32°
130.0
36"
130.0
40"
96"
130.0
44"
126.3
48"
111.0
52"
100.2
29°
130.0
32"
130.0
36"
102"
130.0
40"
130.0
44°
120.7
48"
105.4
28"
130.0
32"
130.0
36"
108"
130.0
40"
130.0
44"
116.1
28"
130.0
32°
130.0
36°
114"
130.0
40'
130.0
44°
112.3
28°
130.0
32°
120"
130.0
36°
130.0
40°
130.0
J
D.LO. YADTH D.LO. WIDTH
H
a
P-
S
J
1/4' HEAT STREN'D GLASS 1/4° HEAT STREN'D GLASS
.090° I678818YER
SENTRYGLAS PLUS
BY 'DUPONT'
.075" COMPOSITE INTERLAYER
STORMOLASS
87 'OLDCASTLE'
1/4" HEAT STREN'D GLASS 1/4° HEAT STREN'D GLASS
GLASS TYPE '8'
V4I1I
•
GLASS 't11i't,f•
• •
••••
GLAZING OPTIONS
Env: DR. HUMAYOLIN FAP000
STRUGTUR6'S
RA PE � 16057
C.ti.N. 938.
MAR 2 3 2004
• •
•• ••
• • •
• •
• •
• • •
•• •
•••
•
•••
••
• •
• •
•
••
• •
• •
s••
•
•
••I
•
•••
•••
0
CV
•
0
2
m
•
•
•
•
•
•
••
•
•
•
••
•
••
is t
1
•T
•
••
•
(sheet p 0f(9heet 7 -J
•
•
•••
•
••••
•
MULLION LOAD CAPACITY - PSF
MULLIONS WITHOUT INTERMEDIATE HORIZONTALS
MULLION LOAD CAPACITY - PSF
MULLIONS WITHOUT INTERMEDIATE HORIZONTALS
NOMINAL DIMS.
13/0 STEEL 0E1NF.
WITH STEEL REINF.
NOMINAL DIMS.
W/0 STEEL REINF.
WITH STEEL REIN ?.
w10TH (W)
FRAME HEIGHT
EM.( +) & OJT.( -)
EXT.( +) & INT.( -)
WIDTH (W)
FRAME FRIGHT
EXT.( +) & INT.(-)
EXT.( +) & IM.( -)
32'
36'
40'
44'
48'
52"
56'
60"
72"
130.0
130.0
32°
102
95.0
130.0
130.0
130.0
36"
80.4
130.0
130.0
130.0
40"
73.2
130.0
130.0
130.0
44"
67.5
130.0
130.0
130.0
48"
62.8
130.0
130.0
130.0
52'
58.9
130.0
130.0
130.0
58"
55.7
130.0
130.0
130.0
32"
108'
79.7
130.0
32'
36"
40"
44'
4 8"
52°
56'
60'
78'
130.0
130.0
38"
40'
44"
48"
52"
67.3
130.0
130.0
130.0
81.3
130.0
130.0
130.0
56.4
130.0
130.0
130.0
52.4
130.0
130.0
130.0
49.0
130.0
130.0
130.0
32'
38'
40'
44"
48"
114°
67.8
130.0
130.0
130.0
57.0
130.0
130.0
130.0
51.8
130.0
32'
36'
40'
44'
45"
52'
56"
130.0
130.0
47.8
130.0
130.0
130.0
44.1
128.5
13033
130A
32°
38°
40'
44°
, 48°
57.8
130.0
125.5
130.0
48.7
130.0
117.7
130.0
120'
44.2
130.0
111.4
130.0
40.6
324.7
108.3
130.0
37.6
115.3
60"
1022
130.0
32'
36"
40'
44"
48'
52"
58"
60"
90"
130.0
130.0
118.7 •
130.0
108.6
130.0
100.5
130.0
93.9
130.0
88.6
130.0
84.2
130.0
80.7
130.0
32'
36'
40'
44"
48'
52"
58'
60"
98'
114.4
130.0
97.1
130.0
88.8
130.0
81.8
130.0
78.2
130.0
71.7
130.0
68.0
130.0
84.9
130.0
81
W2
WIDTH (W) -
W1 + W2
2
W/0 STEEL REINF. WITH STEEL REINF.
MULLION LOAD CAPACITY - PSF
MULLIONS WITH INTERMEDIATE HORIZONTALS
MULLION 1.0AD CAPACITY - PSF
MULLIONS 931711 INTERMEDIATE HORIZONTALS
NOMINAL DIMS.
W/0 STEEL REINF.
WITH STEEL REINF.
NOMINAL DIMS.
W/0 STEEL REINF.
WITH STEEL REINF.
WIDTH (W)
FRAME HEM
EXT.( +) & 04L( -)
EXT.( +) & INT.(-)
WIDTH (w)
f6AME HEIGHT
EXT.(4) & INr.( -)
MO-) &
32"
36"
40"
44"
48'
52'
56"
60'
72
130.0
130.0
130.0
130.0
130.0
130.0
130.0
130.0
130.0
130.0
130.0
130.0
130.0
130.0
32'
36'
40'
44'
48"
52"
58'
102
91.9
130.0
76.8
130.0
89.0
130.0
82.7
130.0
57.5
130.0
53.0
130.0
49.3
129.7
129.3
130.0
32'
36"
40"
44"
48'
52°
56'
60'
78"
130.0
130.0
130.0
130.0
130.0
130.0
130.0
130.o
128.5
130.0
32"
36'
40'
44'
48'
52'
108'
77.5
130.0
64.5
130.0
58.1
130.0
52.8
130.0
48.4
130.0
44.7
124.8
118.6
130.0
110.1
130.0
102.8
130.0
32'
36°
40"
48"
52'
58"
60"
84
130.0
130.0
130.0
130.0
32"
38'
40'
44'
48'
114'
85.9
130.0
54.9
130.0
49.4
130.0
44.9
130.0
41.2
121.1
123.5
130.0
112.2
130.0
102.9
130.0
95.0
130.0
88.2
130.0
32"
38'
40'
44'
48"
120'
56.5
130.0
47.1
130.0
42.3
130.0
38.3
119.2
35.3
109.3
82.3
130.0
32'
35"
40"
44'
48'
52'
56'
60'
90"
130.0
130.0
111.5
130.0
100.4
130.0
91.3
130.0
83.6
130.0
77.2
130.0
71.7
130.0
66.9
130.0
32'
36"
40'
44'
48'
52"
56"
60"
98"
110.3
130.0
919
130.0
82.7
130.0
73.2
130.0
68.9
130.0
83.8
130.0
59.1
130.0
55.1
130.0
INTERMEDIATE HORIZONTALS
,�
.,,
E
,%
I_
81
W2
WIDTH (W) -
W1 + W2
2
W/0 STEEL REINF. WITH STEEL REINF.
MULLION LOAD CAPACITY - PSF
MULLIONS WITH INTERMEDIATE HORIZONTALS
MULLION 1.0AD CAPACITY - PSF
MULLIONS 931711 INTERMEDIATE HORIZONTALS
NOMINAL DIMS.
W/0 STEEL REINF.
WITH STEEL REINF.
NOMINAL DIMS.
W/0 STEEL REINF.
WITH STEEL REINF.
WIDTH (W)
FRAME HEM
EXT.( +) & 04L( -)
EXT.( +) & INT.(-)
WIDTH (w)
f6AME HEIGHT
EXT.(4) & INr.( -)
MO-) &
32"
36"
40"
44"
48'
52'
56"
60'
72
130.0
130.0
130.0
130.0
130.0
130.0
130.0
130.0
130.0
130.0
130.0
130.0
130.0
130.0
32'
36'
40'
44'
48"
52"
58'
102
91.9
130.0
76.8
130.0
89.0
130.0
82.7
130.0
57.5
130.0
53.0
130.0
49.3
129.7
129.3
130.0
32'
36"
40"
44"
48'
52°
56'
60'
78"
130.0
130.0
130.0
130.0
130.0
130.0
130.0
130.o
128.5
130.0
32"
36'
40'
44'
48'
52'
108'
77.5
130.0
64.5
130.0
58.1
130.0
52.8
130.0
48.4
130.0
44.7
124.8
118.6
130.0
110.1
130.0
102.8
130.0
32'
36°
40"
48"
52'
58"
60"
84
130.0
130.0
130.0
130.0
32"
38'
40'
44'
48'
114'
85.9
130.0
54.9
130.0
49.4
130.0
44.9
130.0
41.2
121.1
123.5
130.0
112.2
130.0
102.9
130.0
95.0
130.0
88.2
130.0
32"
38'
40'
44'
48"
120'
56.5
130.0
47.1
130.0
42.3
130.0
38.3
119.2
35.3
109.3
82.3
130.0
32'
35"
40"
44'
48'
52'
56'
60'
90"
130.0
130.0
111.5
130.0
100.4
130.0
91.3
130.0
83.6
130.0
77.2
130.0
71.7
130.0
66.9
130.0
32'
36"
40'
44'
48'
52"
56"
60"
98"
110.3
130.0
919
130.0
82.7
130.0
73.2
130.0
68.9
130.0
83.8
130.0
59.1
130.0
55.1
130.0
INTERMEDIATE HORIZONTALS
W1 W2
WIDTH (W) - W 1 + w2
2
38/0 STEEL REINF. ENE 5TEEI. REINF.
• •••1
• • • •
•• •
Err4n ot. UM4. 1FAR000
STRUCTURES • •
FLA. FE B 18357 • • •
CA + •• •
•
••
• •
• •
•
APProacddoomB 8wit tir
tetv / ' • • •
y••�P�dst ••
0
A
•
f
••• ••
•
•
•
•
•
1
..•
• •
MAR 2 3 2004
•
•
•
•
•
•••
•
•
S •
••••
•
drawing no.
W02 -27
{sheet 3 of 7 )
•
-‘1
FRAME HEIGHT
,%
338
W1 W2
WIDTH (W) - W 1 + w2
2
38/0 STEEL REINF. ENE 5TEEI. REINF.
• •••1
• • • •
•• •
Err4n ot. UM4. 1FAR000
STRUCTURES • •
FLA. FE B 18357 • • •
CA + •• •
•
••
• •
• •
•
APProacddoomB 8wit tir
tetv / ' • • •
y••�P�dst ••
0
A
•
f
••• ••
•
•
•
•
•
1
..•
• •
MAR 2 3 2004
•
•
•
•
•
•••
•
•
S •
••••
•
drawing no.
W02 -27
{sheet 3 of 7 )
•
ANCHOR LOAD CAPACITY - PSF
EXT.( +) & IM.( -)
NOMINAL 01/AS.
ANCHORS TYPE 'A'
ANCHORS TYPE 'B'
ANCHORS TYPE 'C'
WIDTH (W)
FRAME HEIOHT
A2
A3
A4
B2
C2
32'
36'
40°
44°
48'
52"
56"
60'
72"
121.9
130.0
130.0
130.0
130.0
108.3
130.0
130.0
130.0
130.0
97.5
130.0
130.0
130.0
130.0
88.6
124.1
130.0
130.0
130.0
81.3
113.8
130.0
130.0
130.0
75.0
105.0
130.0
130,0
130.0
88.6
97.8
125.4
130.0
130.0
65.0
91.0
117.D
130.0
130.0
32'
38"
40"
48'
52°
56'
80°
78"
112.5
130.0
130.0
130.0
130.0
100.0
130.0
130.0
130.0
130.0
90,0
126.0
130.0
130.0
130.0
81.8
114.5
130.0
130.0
130.0
75.0
105.0
130.0
130.0
130.0
89.2
98.9
124.8
130.0
130.0
64.3
90.0
115.7
130.0
130.0
60.0
84.0
108.0
123.1
123.1
32'
36"
40"
48"
52'
58"
60"
84°
104.5
130.0
130.0
130.0
130.0
92.9
130.0
130.0
130.0
130.0
83.8
117.0
130.0
130.0
130.0
76.0
106.4
130.0
130.0
130.0
69.6
97.5
125.4
130.0
130,0
84.3
90.0
115.7
130.0
130.0
59.7
83.6
107.4
122.4
122.4
55.7
78.0
100.3
114.3
114.3
32'
38°
40'
48°
52'
58"
60'
90°
97.5
130.0
130.0
130.0
130.0
86.7
121.3
130.0
130.0
130.0
78.0
109.2
130.0
130.0
130.0
70.9
99.3
127.6
130.0
130.0
85.0
91.0
117.0
130.0
130.0
80.0
84.0
108.0
123.1
123.1
55.7
76.0
100.3
114.3
114.3
52.0
72.8
93.8
108.7
108.7
32"
36'
40"
48°
52"
56"
60"
96"
91.4
128.0
130.0
130.0
130.0
81.3
113.8
130.0
130.0
130.0
73.1
102.4
130.0
130.0
130.0
68.5
93.1
119.7
130.0
130.0
60.9
85.3
109.7
125.0
125.0
56.3
78.8
101.3
115.4
115.4
52.2
73.1
94.0
107.1
107.1
48.8
88.3
87.8
100.0
100.0
32°
36°
40"
44'
48"
80°
86.0
120.4
130.0
130.0
130.0
78.5
107.1
130.0
130.0
130.0
68.8
98.4
123.9
130.0
130.0
82.8
87.6
112.8
128.3
128.3
102'
57.4
80.3
52.9
74.1
49.2
88.8
103.2
95.3(
88.5
117.8
108.6
100.8
117.6
108.6^ "
700.8
45.9
64.2
82.8
94.1
94.1
ANCHOR LOAD CAPACITY - PSF
E%T. +) & INT.( -)
NOMINAL DIMS.
ANCHORS TYPE 'A'
ANCHORS TYPE 'B'
ANCHORS TYPE 'C'
WIDTH (W)
FRAME HE
A2
1 A3
A4
H2
C2
32"
36°
40"
44"
48°
52'
58'
60"
108"
81.3
113.8
130.0
130.0
130.0
72.2
101.1
130.0
130.0
130.0
85.0
91.0
117.0
130.0
130.0
59.1
82.7
108.4
121.2
121.2
54.2
75.8
97.5
111.1
111.1
50.0
70.0
90.0
102.8
102.6
48.4
85.0
83.6
95.2
95.2
43.3
80.7
78.0
88.9
88.9
32°
36"
40"
44"
45'
52°
55
60°
114'
77.0
107.8
130.0
130.0
130.0
68.4
95.8
123.2
130.0
130.0
61.6
86.2
110.8
126.3
126.3
56.0
78.4
100.8
114.8
114.8
51.3
71.8
92.4
105.3
105.3
47.4
88.3
85.3
97.2
97.2
44.0
61.8
79.2
90.2
90.2
41.1
57.5
73.9
84.2
84.2
32`
36"
4o°
44°
48"
52"
56'
80'
73.1
102.4
130.0
130.0
130.0
85.0
91.0
117.0
130.0
130.0
58.5
81.8
105.3
120.0
120.0
53.2
74.5
95.7
109.1
109.1
120'
48.8
68.3
87.8
100.0
100.0
45.0
63.0
81.0
92.3
92.3
41.8
58.5
75.2
85.7
85.7
39.0
64.6
70.2
80.0
80.0
ANCHORS TYPE SEE SHEET 5 FOR DESCRIPTION
A2 = (2) ANCHORS TYPE 'A' AT k•ACH SIDE OF MUWON OR JAMB
B2 = (2) ANCHORS TYPE 'B' AT EACH SIDE OF MUWON OR JAMB
C2 m (2) ANCHORS TYPE 'C' AT EACH SIDE OF MUWON OR JAMB
A3 (3) ANCHORS TYPE 'A' AT EACH SIDE OF MULLION OR JAMB
A4 = (4) ANCHORS TYPE 'A' AT EACH SIDE OF MULLION OR JAMB
ALL OTHER ANCHORS TO BE SPACED AS PER ELEVATION.
JL
4'
OD• •MI
I II 3 II ICI I
3' (IIF � 3°
3"
B2. B2. CR
42
3°
___• •___
A4
INTERMEDIATE
HORIZONTAL
W2
WIDTH (W) W7 2 WZ (MUWON)
INTERMEDIATE
HORIZONTAL
W1
W1011 (W) - W1 (JAMB)
HUmAY UL� N FA0000
3• srRU: fu:eEO
FLA. PEA 18557.
CAN. 3538
MAR 2 3 2004
• •
• • •
•• •
•
z
zo
Q
ai
Oy
ft 4
C.)
m
to
o
••••
• •
••••
•• •
• •
• ••
•
•••• •• •
"Roved 8e eits91008•11t180 • •
Flo
• • •
• •
• •
• • •
•• •
A
0
•
•
•
•
•
•
3.
•
•
•,
•
• • •1(
•
••
•••
•
•
•
•
at
•
•••
•
•
•
•••
•
••••
•
•••
• •
•••
•
•
•
••••
•
drawing no.'
W02 -27
(sheet 4 of 7
•
TYPICAL ANCHORS
SEEo ELEV. FOR SPACING
°4 " ",
4
1BY OR 2BY
WOOD BUCKS
TYPICAL ANCHORS
SEE ELEV. FOR SPACING
TYPICAL ANCHORS
SEE ELEV. FOR SPACING
TYPICAL ANCHORS
SEE ELEV. FOR SPACING
METAL STRUC1I RE
1/8" MIN. THICKNESS
4 " a
WOOD
STRUC
TYPICAL ANCHORS
SEE ELEV. FOR SPACING
n 44
2BY
WOOD BUCKS
4"
WOOD BUCKS AND METAL STRUCTURES NOT BY DELTA DOORS
MUST SUPPORT LOADS IMPOSED BY GLAZING SYSTEM AND
TRANSFER THEM TO THE BUILDING STRUCTURE.
TYPICAL ANCHORS: SEE ELEV. FOR SPACING
TYPE 'A'— 1/4" TAPCON$
INTO WOOD STRUCTURES
1 -1/2° MIN. PENETRATION INTO WOOD
THRU WOOD BUCKS INTO CONC. OR MASONRY
1 -1/4" MIN. EMBED INTO CONC. OR MASONRY
TYPE 'B'— 1/4" TAPCON$
DIRECTLY INTO CONC. OR MASONRY
1 -1/4" MIN. EMBED INTO CONC. OR MASONRY
TYPE 'C'— #14 SMS OR 1/4" SELF DRILLING SCREW$
INTO METAL STRUCTURES (STEEL OR ALUMINUM 1/8" MIN. Vitt?
STEEL : Fy = 36 KSI MIN. • • • • •
ALUMINUM : 6063 —T5 MIN. • • • "�
(STEEL IN CONTACT WITH ALUMINUM TO BE QL,TED•OR PAINtt),
• •
TYPICAL DISTAN •
INTO CONCRETE AND MASONRY = 3" MIN.
INTO WOOD STRUCTURE = 1" MIN. ••••
MT :47A HUMAYOUN AR000
STRUCTUR58
FLA PE 4 18857
C.A.N. 3538
o e
TYPICAL ANCHORS
SEE ELEV. FOR SPACING
pyprored ro m� wkh the
Flo �, ;.. � L ".
1 OAR i::Te '�1!
Mlaml Sa'toduNCaeW1
D1 /t
e
MAR 2 3 2004
• •
••••
•
••
• •
• •
•••
• • •
•• ••
•
• • •
• • •••
•
• • •••
• • •
•• • •••
•
FAX. (305) 884 -3111 J
ceC
IX it.
p
O W co 8
O r,"; n l
p M�
F z` g
•
•
•
•
•••
•
• •
•
F
0
drawing no.
W02-27
(sheet 5 of 7
•
•
•
•
•
1/4° MAX.
SHIM
1/4 -20 X 2° MS
W/ WASHER & NUT
AT 27' 0.0. MAX.
1/4' MAX.
1BY OR 2SY
WOOD BUCKS \/
. ^ 0
e v
o �
1111111L.S.EE
3YPIC AL ANCHORS
ELEV. FOR SPACING
D.L OPG.
D.L OPG.
EXTERIOR
FRAME WIDTH
TYPICAL ANCHORS
SEE ELEV. FOR SPACING
METAL STRUCTURE
1/8' MIN. THICKNESS
STEEL REINFORCING
OPTIONAL
SEE CHART ON SHEET 3
TYPICAL ANCHORS
SEE ELEV. FOR SPACING
Engr: SR. HUMAYOUN FAR000
STRUCTURES
:1_& PE 8 18557
CAN, 3535
MAR 2 3 2004
•• •
•
• •••
• • •
•• • ••
• •
•
•
••••
• •
••••
• •
•• ••
• • •
• • ••
•
• • ••
• • • •••
•• •
••
• •
•
•••
Growing no.
W02 -27
•
•
(sheet Sof 7 )
•••
•
•
•
••• •
•
••••
•
•••
• •
•••
•
•
•
6••••
•
•
•
4.852
OLD-104
OLD -100
DLD -102
01.0 -101
OLD-106
3.507
3.946 -
FRAME HEAD /SILL
4.952
AS 6E00.
AS RE00.
AS READ.
AS REOD.
AS READ.
AS REGD.
AS RE0D.
AS REDD.
AS READ.
#12 x 1 -1/4' 4/ CORNER
DESCRIPTION
FRAME HEAD /SILL
MANF. /SUPPLIER /REMARKS
FRAME HORIZONTAL
FRAME JAMB /MUWON
GIA21N0 STOP
POCKET FILLER
6063 -75
6063 -76
6063 -76
6063 -75
6063 -76
SNAP IN COVER. 2 -1/2' LONG
OLA2180 GASKET
NEOPRENE
GLAZING COMPOUND
GLAZING TAPE
SILICONE
SETTING BLOCK AT 1/4' POINTS
NEOPRENE
ASSEMBLY SCREWS PHSMS J STEEL
MUWON REINFORCING CHANNEL ( STEEL
1/6° x 3/4' x 2' LONG
—.094
-1.750 1.000
FRAME JAMB /MULLION
1.750
2.964 1.063
1.063 I�
1946 -
FRAME HORIZONTAL
-°i t.000 L_
POCKET FILLER
r+ --.349
4.625
3.500 1 3.144
•••• ••
• • • •
•••• •
STEEL REINFORCING
38 KS1 MIN,
SNAP IN COVER
8,96 06. HUW1•rOUN OQ
STRUCTURES
FL A. PEA 16557
c.A 3�
.875
GLAZING STOP
MAR 2 3 2004
drawing no.
W02 -27
(sheet 7 of 7
ApR 0 4 200
MIA ODADE
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
• •• • •
••• • • •
•••••
• • • • •••
• • • • • •
••••••
• •
• • •
• •
•• ••
• • •
• •
• •
• • •
• • •••
• • •
• •
NOTICE OF ACCEPTANCE (NOA) • •
Gopi Glass Sales & Services Corp.
7450 NW 41d Street
Miami, FL 33166
•••
•
•
•
•
.•
NIIA 1. DARE COUNTY, FLORIDA
• •MAP -DADE FLAMER BUILDING
• • :140 NyFfT7LAGLER STREET, SUITE 1603
• • • • MIAMI, FLORIDA 331304563
05) 75- 1 (313-a 29
• • ••
• ••• • •
•• • • • • •
SCOPE: G0
This NOA is being issued under the applicable rules and regulations i governing tlse ` 5 o tru l ' - tetr
The documentation submitted has been reviewed by Miami -Dade County Product Con io Division an' 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 High Velocity Hurricane
Zone of the Florida Building Code.
DESCRIPTION: Series 4000 Aluminum Flush Glazed Storefront System
APPROVAL DOCUMENT: Drawing No. 97 -02, titled "Series -4000 Store -Front System ", sheets 1 through 4 of
4, dated 1/17/97, with revision B dated 12/4/97, prepared by Al Farooq Corporation, signed and sealed by
Humayoun Farooq, 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: None
LABELING: Each unit shall bear a permanent label with the 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 fled 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 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 renews NOA # 00- 0726.10 and consists of this page 1 and evidence page, as well as approval
document mentioned above.
The submitted documentation was reviewed by Manuel Perez, P.E.
NOA No 03. 0801.01
Expiration Date: December 4, 2008
Approval Date: September 25, 2003
Page 1
Goal Glass Sales & Services Corp.
• • • • • • .....
• • • • • • • •
• • • ... •
• • • • • •
• • ... • • • • •
• •
. . .
• • • •• •
... .. •
NOTICE OF ACCEPTANG ; • • ;EVIkkAtiP SI TTED
.... • •• ••• ••
A. DRAWINGS • •
1. Manufacturer's die drawings and rctiols oe o
2. Drawing No. 97-02, titled "Series -4000 Store -Front System ", sheets 1 through 4
of 4, dated 1/17/97, with revision B dated 12/4/97, prepared by Al- Farooq
Corporation, signed and sealed by Humayoun Farooq, P.E.
B. TESTS
Submitted under NOA# 97- 0205.02
1. Test reports on:1) Air Infiltration Test, per PA 202 -94
2) Uniform Static Air Pressure Test, Loading per PA 202 -94
3) Water Resistance Test, per PA 202 -94
along with installation diagram of 1 -3/4" x 4" and 1 -3/4" x 4-1/2" aluminum
flush glazed storefront systems, 10' 0" high x 3'11" mullion spacing, prepared by
Hurricane Engineering & Testing Inc., Test Report No. HETI -96 -1065, dated
08 /02/96,revised on 12/31/96, signed and sealed by Hector M Medina, P.E.
C. CALCULATIONS
Submitted under NOA# 00- 0726.10
1. Anchor Calculations and Structural Analysis, prepared by Al Farooq Corporation.
dated 01/30/97, signed and sealed by Humayoun Farooq, P.E.
2. Complies with ASTM E1300 -98.
D. QUALITY ASSURANCE
1. Miami Dade Building Code Compliance Office (BCCO)
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS
1. None.
G. 01 HER
1. Notice of Acceptance No. 00- 0726.10 issued to Gopi Glass Sales & Services
Corp, for their Series "4000" Aluminum Flush Glazed Storefront System,
approved on 9/21/00 and expiring on 12/4/03.
E -1
anue v rez, P.E.
Product Control Examiner
NOA No 03- 0801.01
Expiration Date: December 4, 2008
Approval Date: September 25, 2003
1.750
L
.078
TYP.
r
4.000
3.500
2.438
• •
.626
.096
GPI-500Z
8063 -T5
.090
.875
4.000
1.452
GPI -5003
6003 -15
GPI -5004
8083 -T5
UNIT WIDTH
• MUWON SPAN
ILL OPENING
N
1
3
PART /
DESCRIPTION • • • • • ••••
1
HULL SPACING
GPI -5008
6063 -15
.465
375 C-)
331
.253
GLAZ NG GASKET SCALE -2.1
NEOPRENE
.070
TYP.
GPI -500'Q
8003 -T5
3.750
1.[J 125 TYP
625
STEFL CHANNEL REINFORCEMENT
GENERAL. NOTES
1. THIS STRUCTURE IS DESIGNED AS PER THE SCUM FLORIDA BUILDING
CODE 1894 EDIDON FOR DADE COUNTY. ALSO FOR WIND LOADS
AS PER ASCE. 7 -88 USING CORRESPONDING LOADS.
2. DESIGN CRITERIA FOR ALUMINUM. WNIMUM MECHANICAL PROPERTIES.
AND SAFETY FACTORS ARE IN ACCORDANCE WITH THE "ALUMINUM
CONSTRUCTION MANUAL' LATEST EDITION.
3. AU. EKTRUSIONS SHALT. BE ALLOY AND TEMPER AS SHOWN ON DETAILS.
4. 5120. SURFACES TO BE PLACED IN CONTACT WITH ALUMINUM SHALT. BE
PLATED OR PAINTED.
5. ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS.
ANCHOR EIIBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL
DRESSING OR STUCCO.
6. MULLIONS MAY BE USED HORIZONTALLY USING SAME SPANS AS SHOWN
IN CHARTS.
7. DESIGN CRITERIA FOR MUWONS: MAX DEFLECTION § L/180.
8. ANY ANCHOR OR MUWON CONDIOON 1401 SHOWN IN THESE DETAILS
IS TO BE ENGINEERED SEPARATELY.
DESIGN LOADS SHALL BE CALCULATED AS PER REQUIREMENTS OF
ASCE 7 -88, BASED ON 110 MPH WIND VELOCITY.
••••
•
ITEM 1
PART /
DESCRIPTION • • • • • ••••
GPI -5002
DPEN BACK HEAD /JAMB/T41LL • • • •
•
2
GPI -5003
SILL ••••
3
GPI -5004
GLASS STOP • •
4
GPI -5008
POCKET FILLER
5
GPI -5009
FLAT FILLER - n • • • f
6
NEOPRENE
GLAZING GASKET • • • • ••••
7
SETTING BLOCK • • •
8
PANEL ASSY SCREW
0 10 X 5145 • • •
9
REINFORCING
5/8 X 3 -3/4' X 5/8 STEEL • •CHANNEL 1/6' THICK
10
GLAZING
1/4' TEMPERED GLASS: • •
GLASS = 1/4" T.E.5E -•—�• rsT
SHUTTERS REQD. !0R AIL_ INSTALLAIPPDPI!
PRODUCT RENEWED
Eno OR. 111IMA00114 FAR000
M4. ) 6f 14557
FOR MULLION CHARTS SEE SHEET 3 OF 4.
FOR ANCHOR DESCRIPTION SEE SHEET 4 OF 4.
PEUODUCIULENE'WED• • •
as amplylogwfththAFIadda •
BON008Co80
Accepttuallo' '' •.
Date • %I•PC % '
g9
DI
APPROVED AS coMPLTIND WITU THT
SOUTH FLORIDA BUILDING CODE
DAT 1832
DT
PROM ROL OIWS.OR
WILDING CODE COMPLIANCE OFFICE
ACCEPTNICE ND.�P'1- 670.50$
ANCHORS
A ORB
_SHEAR PLATE 7' LONG
AT EACH ANCHOR TYP.
O
L_
5/16' TYP.
1
BPI -3008 '
SZL CONE
SEAL
ON OUTSIDE READ
BPI -3002
t CO
O
t O 0
A
SIL CONE SEAL
UN OUTSIDE BEAD
VAIN
O
GPI -5003
4
PI -5009
A ORB
■
0
O
5/16' TYP.
COP&CRETE OR
WOOD BUCK
• \
UNIT VIDTH
PRODUCT MEWED
as eomWYloa with the Florida
DeftlIng Code
Acceptance Do
Mao Date
B
R
•'
41
pnifticauta
0 en
•••• 0.O¢' < • •
••.• m •mow•
•••♦ N npMj •
L`. . • •
t�z�
. ii�� •
• •
•• • ••••
yr NAx r •
SHIM ••••4 � a •••
•• •• • •••• a••1•
•
PRODUCT R1E'jr►$V►'ED 4, • • • • •
•
ACCEPTANCE No.
/V-4. .20./4•....' •
•
� -'-
IRATlONDATE .w " 03 1 •
• 1
•
ANCHORS
A ORB •
I
•• •
•
••••
b
•
••
•
••
•
B7
8
CONRROT.
CODE COMPLIANCE
Filar. 00.s*U TU FAROOq
FLA. PE. j 16557
C 04
e
APPROVED AS COMPLYING WITH TIM
SOWN RORIDA BUILDING CODE
DATF iEE'EHP#12 19�L
BY
711ODUCTICOftTROL D1Y1808 U •rowing
BUILDING CORE COMPLIANCE OFFICE 97 -02
ACCEPTANCE NO q'1- Ong 0:
(sheet 2 of 4 }
•
1
4
r-�
a
no.
(shoot 3 of 4 J
gn
0
m 1 -3/4" x 4" FLUSH GLAZE SYSTEM
• G
GPI-Sg�Z .
REINFORCING
. GPL -
-SgPJ 44TH
NO I
MIME
N.
",,,,-....-
' 1 ►
► 1
1,, m
mmmEm
1.1111■111MI
Mil
,-■.■
. mammon
,MI
MINIM
SIAM
IN
■.,
in,■ISM.
\iii►\EMI
26 36 46 66 65
MULLION SPACING - INCHES
76
@ 1 -3/4" x 4" FLUSH GLAZE SYSTEM
+ GPL-Sgg2 •1 GPI-5ggB 4gRN
NO REINFORCING
UITN INTERMEDIATE HORIZONTALS
7
W,
. M�II����SPAN
MMEMEN
R ,M„WW`
„'.M`.-
26 36 46 66 65
MULLION SPACING - INCHES
76
A
N
3
tn
0
m 1 -3/4" x 4" FLUSH GLAZE SYSTEM
•
GPI-S2
KITH
GPI-52 4gTY
REINFORCING
INTERMEO =ATE HORIZONTALS
-,
NO
MIME
N.
",,,,-....-
1.1111■111MI
Mil
,-■.■
,MI
MINIM
SIAM
IN
■.,
in,■ISM.
26 36 46 66 65
MULLION SPACING - INCHES
76
A
N
3
tn
0
m 1 -3/4" x 4" FLUSH GLAZE SYSTEM
•
GPI-S2
KITH
GPI-52 4gTY
REINFORCING
INTERMEO =ATE HORIZONTALS
-,
NO
MIME
N.
",,,,-....-
1.1111■111MI
Mil
,-■.■
,MI
MINIM
SIAM
IN
■.,
in,■ISM.
\iii►\EMI
26 36 46 66 65+
MULLION SPACING - INCHES
75
m 1 -3/4" x 4" FLUSH GLAZE SYSTEM
•-• GPL-Sgm2 + GPI-Sgg8 4gRY
,. ■„ NITH REINFORGIAT
s VLTN 2NTERNEOIATE .RIZONTALS
,,,",,,,,-'--.
,,,,L„■"ME■
,-,,,, ■ Eil ,
IMAM, ■.,..■
is "..,, ■'
IMIMIIMIMILIIIMMii
WIRIMIEURIIIEWAI
\ \\■ \\!M■
U) `.. `MIN`
.■■,I.,IM'
26 36 46 65 66
MULLION SPACING - INCHES
75
HULL
SPAN
MULLION SPACING
NO INTERMEDIATE HORIZONTAS
MULL
SPAN
MULLION SPACING
WITH INTERMEDIATE HORIZONTALS
PRODUCT RENEWED
ACCBPrANCBNo fiT/- 07;";/a
UON IIATE �' , .:,; 7' 203
CODEECOMOC LLANCE
£ DR WY� FARO=
rM. PE j 18857'
DEC
z
0 0 N
o
ig0
a
v
0 agm
ifs -'-' • E
3 In
Z
0
• • ••. • • o
I
.<
U a
p
• • • •
•
•
m •
•• • .•• o •. n ^M •
•••• • W .••• • •
•
•
• • • • =MIMES •
•• ••
•••• �•
•
1
• 14 • • ••.• ..
•
• • ••••
•
.•••
• •
•11••
ktecITRMrlaidis
8 •
APPROVED AS COMPLYING WITH THE
SCUM FLORIDA BUILDING CODE
DAT I1.- 04P 19g/
TROL DIViS■ON • row ng ��•
BUILDING CODE COMPLIANCE OFFICE 97 -02
ACCEPTANCE N0.a7-62b. . z•
26 36 46 65 66
MULLION SPACING - INCHES
75
HULL
SPAN
MULLION SPACING
NO INTERMEDIATE HORIZONTAS
MULL
SPAN
MULLION SPACING
WITH INTERMEDIATE HORIZONTALS
PRODUCT RENEWED
ACCBPrANCBNo fiT/- 07;";/a
UON IIATE �' , .:,; 7' 203
CODEECOMOC LLANCE
£ DR WY� FARO=
rM. PE j 18857'
DEC
z
0 0 N
o
ig0
a
v
0 agm
ifs -'-' • E
3 In
Z
0
• • ••. • • o
I
.<
U a
p
• • • •
•
•
m •
•• • .•• o •. n ^M •
•••• • W .••• • •
•
•
• • • • =MIMES •
•• ••
•••• �•
•
1
• 14 • • ••.• ..
•
• • ••••
•
.•••
• •
•11••
ktecITRMrlaidis
8 •
APPROVED AS COMPLYING WITH THE
SCUM FLORIDA BUILDING CODE
DAT I1.- 04P 19g/
TROL DIViS■ON • row ng ��•
BUILDING CODE COMPLIANCE OFFICE 97 -02
ACCEPTANCE N0.a7-62b. . z•
zsz
1.9
—i
ANCHORS TYPE A
ANG110115 TYPE A ANGA1
C1) ANCHOR AT EA. SIDE OF MULL
U1LL Loom
W "a,E11,.■
an,n
.Q
25 95 45 SS 65
MULLION SPACING - INCHES
E -1/2' HIN.
I OR 2 ANCHORS AT EACH SIDE
OF HULL <SEE CHARTS)
7-ALL OTHER ANCHORS 2 6' HAX
FROM CORNERS L 13' QC. TYP.
MULLION
SPAN
MULL
SPACING
NULL
SPACING
75
,D
ANCHORS TYPE A
tutwo
,
1111,111111111110
man
IMMIIIIIMIE
NM
1\1111111111111E1
,"".,■`..
E`VLEME
Kin
IIMILIMI
Mill
=
,"".,
98`..
",,,
i
■�
"'
„
,`
assentorem
,,
.",111M.■
S'IM'
TAN
■■„,
■�,,,IMMI''
MLIMMEMIII
A
AT EA.
AN'
ANCHORS TYPE
(2) ANCHORS
SIDE OF MULL
"
25 95 415 SG 65
MULLION SPACING - INCHES
WOOD BUCKS NGT BY GOP!
MUST SUSTAIN LOADS
IMPOSED BY GLAZING SYSTEK '
fU
1
ANCHORS TYPE B
wommuscomus
\MIME NM
1111,111111111110
6111
,"".,■`..
E`VLEME
Mir.
=
assentorem
■�,,,IMMI''
BIRIEINKINI
LIBINNIN
= ANCHORS TYPE B
= Cl] ANGFHIT AT EA.
=SIDE OF MULL
mom
\
75 25 MULLION SPACING - rt HES
PRODUCTREIMILDI
as comp! >iug•'kh the FIa1W
Balling Cade • • •
Acmptanm No kL...• • 1
$
SHEAR PLATE 3• LONG
REQUIRED AT ALL
ANCHOR LOCATIDNS
ANCHOR TYPE B'
PRODUCT RENEWED
ACCEPTANCE No. D0 -Q''Zb .10
T1ON DATE .... - 04/1003
BY L/.. / /..�.
commix..
. rr.
13 0 CO. DE COMPLIANCE
' ;1' CL:yU
• ••••
ANCHOR® 1/4" 0 TAPCON 714R11 WOOD BUCK INR• MASONRY4
1 -1/4' ION. MASONRY EMBEDMENT • • • •
• • •
ANCHOR() 1/4' 0 TAPCON INTO MASON•Y
1 -1/2' MINIMUM EMBEDMENT
•
1
.75
••••
•
••••
•
••••
•
••• 1
• I
•�
TYPICAL SPACING AT 8' FROM CORNERS
AND 13- O.C. MAX.
Engn OR. HUM4YOUH FAR000
sIRUCNRES
TU. PE 1 16947
APPROVED AS COMPLYING WITH THE
SOUTH FLORIDA BUILDING CODE
OAT r ' 19 .
BY i/! . 1•I
ROL DIVLSIO
BUILDING CODE COMPLIANCE OFFICE
ACCEPTANCE No. 41-07'0 41)4
0
0
0
V
a
a
0
8•44. •
C+ n M •
M 1434,
•
•
ra
•
•
•
•
•
•
•• •
•
•
•
2
n
O
1
OW fig no.
97 -02
sheet 4 of 4J
MIA MI•DADE
m'p. APR 0 2007 •
BY:
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
••• .
• • • •
• • • •
• ...
• • ..
..•••
• ...
• • •
• • •
• • •
•.
•••.
MIAMI -DADE COUNTY, FLORIDA
•
• • • • .: METRCT-IDAW FLAGLER BUILDING
14Q WRIT FI$¢L :R STREET, SUITE 1603
• • mum, FLORIDA 33130 -1563
(305) 375 -2901 FAX (305) 375 -2908
• • •. •
• • .
•
NOTICE OF ACCEPTANCE (NOA} '). ••• • • •
Florida Storm Panels Inc. �J — *f �• % • • • • .. •
•
14475 N.W. 26th Avenue • • •• • • • • • • •
Opa- Locka, Florida 33054
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).
T its ,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 High Velocity Hurricane
Zone of the Florida Building Code.
DESCRIPTION: 0.029" (min.) Galvanized Steel Storm Panels Shatter •
APPROVAL DOCUMENT: Drawing No. 02- 868 -111, titled " 22 ga Galvanized Steel Storm Panels ", sheets 1
through 4 of 4, prepared by Frank L. Bernardo, P.E., dated November 18, 2002, last revision dated January 02,
2003 bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and
approval date by the Miami Dade County Product Control Division.
MISSILE IMPACT RATING: Large and Small Missile Impact
LABELING: Each panel shall bear a permanent label with the manufacturer's name or logo, city, state and the
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 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 consists of this page 1 as well as approval document mentioned above.
The submitted documentation was reviewed by Helmy A. Makar, P.E.
•
NOA No 02- 1120.02
Expiration Date: 01/23!2008
Approval Date: 01/23/2003
Page 1
PROD.CT MARKING
(LOCATION OPTIONAL)
1315' 22a.
ALVANIZEDS• I 1315' F-
`
L3I2' I 1312 }-- -j 1312' •
• I • •
________,•
I I I • Ur1• •� 2 �• •••
�� I F- -L181' L181' --1 F -L781' L . -ISM' -I • •� •Nil • •
12500' PANEL COVERAGE {' 1
14.438' PANEL LENGTH
PRODUCT MARKING
(LOCATION OPTIONAL)
•
• ••
• •
••• • •
• • • • • •• •
• • • • • • • • •
• • • ••• • •
• • • • •
• ••• • • •
ROLL SACK •000' x2062'
144 -20 X
5.5. STUD
DE -,�
at25•J 0500• �•
TYP. MAX
0 STUDDED ANGLE
STORM PANEL
0.110'
_
MRN
0.125'
TYP.
I100' 1-111•1 I
5000' MAX
® BUILDOUT/CLOSURE ANGLE
GENERAL NOTES:
L THIS 5t -UTTER SYSTEM HAS BEEN DESIGNED AND
TESTED AS A LARGE MISSILE IMPACT PROTECTIVE SYSTEM IN
ACCORDANCE WITH TI-E FLORIDA BUILDING CODE 2001 AND
PROTOCOLS TA5 201 FOR LARGE MISSILE IMPACT. TA5 202
FOR UNIFORM STATIC AIR PRESSURE AND TA5 203 FOR
CYCLIC WIND LOADING.
2. NO 333% INCREASE IN ALLOWABLE STRESS 14A5 BEEN
USED IN THE DESIGN OFF THE ANCHOR SPACING- TABLES.
3. POSITIVE AND NEGATIVE/DESIGN PRESSURES TO BE
USED WITH THESE DRAWINGS SHALL BE DETERMINED BY
OTHERS ON A JOB - SPECIFIC BASIS IN ACCORDANCE WITH THE
GOV ERNING CODE. UA-EN ASCE 1 -58 15 USED TO CALCULATE
PRESSURES FOR USE WITH THIS PRODUCT. THE USE OF A
DI12EECTlONALITY FACTOR Kd =085 15 ALLOWED.
4. THE SHUTTER SYSTEM DETAILED 15 GENERIC
AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE.
IF SITE CONDITIONS DEVIATE FROM THE CONDITIONS
DETAILED HEREIN. A LICEI11SED ENGINEER OR REGISTERED
ARCHITECT SHALL•PREPARE SITE SPECIFIC DOCUMENTS TO
EE USED M CONJUNCTION WITH THI5 DOCUMENT.
5. PERMIT HOLDER SHALL VERIFY TI-E ADEC IACY.OF TI-E
EXISTING STRUCTURE TO WITHSTAND ADDITIONAL IMPOSED
LOADS.
6. STORM PANELS SHALL BE 22ga STEEL (GALVANIZED
THICKNESS t =0029' MK) CONFORMING TO ASTM A653.
STRUCTURAL QUALITY, GRADE 80. G90 GALV. COATING WITH A
MIN. FtJ =920 K51. ALL EXTRUSIONS SHALL BE 6063 -16
ALLU -IINUM ALLOY. U.N.O.
1. PANELS SHALL BE PERMANENTLY LABELED WITH A
MINIMIA'TOF ONE MARKING PER PANEL AS FOLLOWS:
FLORIDA STORM PANELS, INC.
OPA- LOCKA. FLORIDA
MIAMI -DADE COUNTY PROD. CONTROL APPROVED
8. STORM PANELS HAVE BEEN DESIGNED AND TESTED TO
T1•F MAXIMUM SPANS AJ.1D LOADS SHOWN ON THESE
DRAWING -S. REFERENCE CONSTRUCTION TESTING
CORPORATION (CTC)• OF M1011. FL, TEST REPORT No. 02 -041.
10. TOP 4 BOTTOM DETAILS SNOkN MAY 5E
INTERCHANGED AS FIELD CONDITIONS DICTATE. PANELS MAY
BE MOUNTED HORIZONTALLY WHERE APPLICABLE. EXCEPT
FOR MOUNTING CONDITIONS INCLUDING 'H' OR 'U' HEADERS.
11. ALL BOLTS 4 WASHERS SHALL 5E ZINC COATED.
.r- ALVANIZED OR STAINLESS STEEL WITH A MINIMUM TENSILE
STRENG -51 OF 60 K51.
•
•• ••})•H•4{R•• ••
• ••• • • • • •
•• • • • • a ••• ••
••
•
•
•
•
•••
r2.000'
• ••• ;n
• • •
• • • 4'1
• • • r••
• • •
i • 0162'
TYP
• • • mZ50 • . 11
81'
• • • • • • • • •
TYP
(t =0.0516'
GALV STEEL,
GRADE 50)
( f 100' MIN. I
5.000' MAX
O J -PAN CLOSURE
2043'
r- -1.815'
Gi0
0
7.063' 0063
I- I.531•--I
O TOP 'H' TRACK
0�5
0015'
11
I -3315' MAX. --
0315j'-
l
61
S
m u_
1-(0x8.00'
O 'U' HEADER
0350' -1 r
HI
0.085' -1+1 m0250'
0865'
OWASHERED WiNGNUT
I0 (ZAMAC 3 ALLOY)
2.061'
0063'
0.535'
T4
093
0.063'
I00
14 BOTTOM 1-1' TRACK
I
0090'
'1P 0320'
0.410'
0 .650'
BUILD -OJT. 'F' TRACK
1000.
t = 0015' MIN.,
11 KEYHOLE WASHER
GALV. STEEL GRADE 50
(USE t5 OPTIONAL. REWIRED
ONLY FOR USE tiMri1 TRUSS
MEAD AN010R5 ( CALK -W)
R0J58'
R0.301'
® TOP 'U' TRACK
14 -70 5S. SIDEWALK
OR MACHIE BOLT 4
WASHERED WINGNUT •
24' OTC. TYP.
WIND0
�NG
WINDOW
18 GA GALV. STEEL
BENT PLATE (00418'
811.714e V OR 2'x2'xi25'
6063 -16 ALUM. ANGLE
f
I -•
- 4' MAX
1000'
OVERLAP
c CORIN3R CLOSURE DETAIL
OVERLAP WALL BEYOND WINDOW DISTANCE
GREATER THAN OR EQUAL TO 15 TIMES
BUILD -OUT DISTANCE (2001 FMC SECT. 2413.13)
025'
-1 I 11AX
BUILD -OUT
DISTANCE
EXISTING
CONCRETE.
HOLLOW
BLOCK OR
WOOD
FRAMING.
ALUM. ANGLE ® OR J -PAN CLOSURE
PIECE Q9 (SEE DETA.IL5 ABOVE).
LEG DIRECTION MAY BE REVERSED
FASTENER • 15' 0C. FOR DESIGN
LOADS LESS THAN OR EQUAL TO
Sips( (SEE ANCHOR SCHEDULE FOR
ANY ACCEPTABLE ANCHOR). FOR
DESIGN LOADS GF ATER THAN
81061". USE ALUM ANGLE CLOSURE
PIECE ONLY UATH ANCHOR? • 10' O.G.
OBUILD -OUT )MOUNT CLOSURE DETAIL
y
025'
MAX
EXIST. CONC,
HOLLOW BLOCK
OR WOOD FRAMING.
1000'
IIIIRSHil
Pr- 'NI
2.00'
MIN.
Q
W
0388'-
0.151 *-1
L_
0215'
0.452'
0.655'
11
11-11--0095'
TYP.
O F' TRACK
1000'
®
HEADER END CAP
tY.a0' DEEP TYPICAL
0539'
0.063' 1 0.063'
`0125' 1102;53'-J_- v
v
1 1 mf7J3.3' L t.
5313' 0093'
WIDTH UNLRUTED
(PERP. TO PANEL SPAN)
TOP MOUNT
(DONN TYPE
AS REO'D)
TYP. SECTIONS
® BOTTOM 'U' TRACK
flu
111 Lit
BOTTOM MOUNT (CONN
TYPE AS MGM)
®TYPICAL MOUNT ELEVATION
N.T.S.
EI5TtNG CONCRETE. HOLLOW
::LOGIC OR WOOD FRAIIING
'e--■ WALL MOUNT CLOSUI! DETAIL
N.T.S.
TOP MOUNT (CONY
TYPE AS RiO'D)
NAY bE AT
70P 4 DOTT01
0315' MM.
EDGE DIST.
LAST PANEL TTPIGAL PAt•EL. A90VE
BEFORE PANEL OBSTRUGT1 .l
OBSTRUCTIQN -T OVERLAP
mere f
B
TOP MOUNT.
(CONN•TYPE S
AS RECD) _ li
gPANEL BELO{II a
os571ascrtoN 1
/ \ 7 i
BOTTOM MOUNT CO04 Jf i TYP. PANEL OVERLAP
TYPE AS RECD)
ALUM. ANGLE ® OR J -PAN CLOSURE
PIECE 9® (SEE DETAILS ABOVE).
LEG DIRECTION MAY BE REVERSED.
OPTIONAL . -20 ST1704 BOLTS turns WA51EP0D
WNGMJT5 FASTENED o OVERLAPS • MIDSPMI
(t15E APPROPRIATE SPAN TABLE)
TYPICAL MOUNT ELEVATION AROUND OBSTRUCTION
NTS.
1.00'
EMBED
e TRAP MOUNT CLOSURE DETAIL
N.T.S.
0500'
OVERLAP
MINIMUM
FASTENER • I5' O.C. FOR DESIGN LOADS
LESS THAN OR EQUAL TO BTpsf (SEE
ANCHOR 5Ct•EDULE FOR ANY ACCEPTABLE
ANCHOR) FOR DESIGN LOADS GREATER
THAN Slpsf. USE ALUM ANGLE CLOSURE
PIECE ONLY WITH ANCHORS • 10' 0G.
025'
MAX
EXISTING
CONCRETE.
HOLLOW
BLOCK OR
(0000
FRAMING
Approved 83 aimplyhig with the
Florida
Rate 0
VOMI
Miami DIU 11roduct Control
BY
FRANK L. BENNARDO, PE.
'PE0046549
iL V
OW
w
z
z W
W ‘/
mz
J J
Y d)
z vJ
QQ
ty
L
08
Usti
_Z w
z
W W.
z tp
z
1
Q
REVISIONS
DESCRIPTION
carat DOYENTS
DATE
ALE: 3• •
BY: CL
=CKED c T • FLB
PRIN T-DATE: 11/15 /02
011.0 •: 02- 865 -111
SHEET_
1 OF 4
/4 MAX
/ill
'1I/ TR
GAP
L
mere f
B
TOP MOUNT.
(CONN•TYPE S
AS RECD) _ li
gPANEL BELO{II a
os571ascrtoN 1
/ \ 7 i
BOTTOM MOUNT CO04 Jf i TYP. PANEL OVERLAP
TYPE AS RECD)
ALUM. ANGLE ® OR J -PAN CLOSURE
PIECE 9® (SEE DETAILS ABOVE).
LEG DIRECTION MAY BE REVERSED.
OPTIONAL . -20 ST1704 BOLTS turns WA51EP0D
WNGMJT5 FASTENED o OVERLAPS • MIDSPMI
(t15E APPROPRIATE SPAN TABLE)
TYPICAL MOUNT ELEVATION AROUND OBSTRUCTION
NTS.
1.00'
EMBED
e TRAP MOUNT CLOSURE DETAIL
N.T.S.
0500'
OVERLAP
MINIMUM
FASTENER • I5' O.C. FOR DESIGN LOADS
LESS THAN OR EQUAL TO BTpsf (SEE
ANCHOR 5Ct•EDULE FOR ANY ACCEPTABLE
ANCHOR) FOR DESIGN LOADS GREATER
THAN Slpsf. USE ALUM ANGLE CLOSURE
PIECE ONLY WITH ANCHORS • 10' 0G.
025'
MAX
EXISTING
CONCRETE.
HOLLOW
BLOCK OR
(0000
FRAMING
Approved 83 aimplyhig with the
Florida
Rate 0
VOMI
Miami DIU 11roduct Control
BY
FRANK L. BENNARDO, PE.
'PE0046549
iL V
OW
w
z
z W
W ‘/
mz
J J
Y d)
z vJ
QQ
ty
L
08
Usti
_Z w
z
W W.
z tp
z
1
Q
REVISIONS
DESCRIPTION
carat DOYENTS
DATE
ALE: 3• •
BY: CL
=CKED c T • FLB
PRIN T-DATE: 11/15 /02
011.0 •: 02- 865 -111
SHEET_
1 OF 4
EMBED
03 CONNECTION TYPE
REFER ANCHOR
SCHEDULE T3 FOR MAX.
SPACE' SHORT LEG MAY BE
REVERSED TOWARDS
THE OPENING
0500' EC EC
QW
14 TEK SCREW OR
1/4-20 MACWIE
SCREW 4 NUT • IS'
o.C. (TYP ALL SI'L
CONNECTIONS
025'
I
EXISTING J
GLAZING L Q
ELI
J
en
21
a
V
%z
IL
V J to
�� 0 O O
/ - I- °
W .
812
•REQ'D SEPARATION
FROM GLASS
(REF. TABLE T2)
EXISTING
CONCRETE.
HOLLOW BLOCK
OR WOOD
FRAMING (SEE
ANCHOR
SCHEDULE T3
BASED ON TYPE
OF STRICTURE)
C2 CONNECTION TYPE
REFERENCE ANCHOR
SC7EElLE T3 FOR MAX
SPAc1NG
G OBUILD -OUT MOUNT SECTION
N.T$,
CII CONNECTION TYPE
ANCHORS TO BE AT 125• OR 625' O.C.
(REFERENCE ANCHOR 5Q-EDULE T3
FOR MAX SPACING). USE I /ABLE
ANCHORS ONLY
EDGE
DIST.
• • •. •
•• •• •
• • • • • •
• • •
• • •
• • •••
• • • •••
• • • •• •• • •
• • • • • • • • •
••• • • •
• • • • •
• • • • •••
EMBED.
EXISTING CONCRETE. HOLLOW
BLOCK OR WOOD FRAMING.
SEE ANCHOR BONED. BASED
ON TYPE OF STRUCTURE.
C3 COt3.€ECT10M TYPE
REFERENCE ANCHOR
SCHEDULE T3 FOR
MAX SPACING-
0500•
102w
O°J coNECTIoN TYPE
REFERENCE ANCHOR
5J; •
• MIi"�5 F •
0500'• Ego I EQ• • •
• • •• •• ••
• • • • • • • •
• ••• • • •• •
•. •
STUD•414MLE • • • • • •
DI EST1ON•TA14 • � • • • • •
DE REVERSED.
AS SHORN
2 COFNECTION TYPE
REFERENCE ANCHOR
SCHEDULE T3 FOR
MAX SPACING
0500•
EXISTING
GLAZING
OPTIONAL BUILDOUT
MOUNTING CONFIGURATIONS
(AT HEADER OR SILL)
1/4 -20 X t SS.
MACHINE SCREW
9 •Q5' O.C.
EXISTING CONCRETE. HOLLOW
BLOCK. OR WOOD FRAMING.
SEE ANCHOR SCHED. BASED
ON TYPE OF STRUCTURE.
EXISTING
GLAZING
R`Q'D'SEPARATION
FROM GLASS
(REF. TABLE T2)
IJU W
J
ga
OW
wW
xZ
�0 Q
•
J
IL
cif
EXISTING
CONCRETE.
HOLLOW BLOCK
OR WOOD
FRAMING. SEE
ANCHOR SGH -ED.
EASED ON TYPE
OF STRUCTURE
'4 -20 x 94' 5.5. MACHINE
SN NUS • 125' OC.
0 CONNECTION TYPE
RE- FERENCE ANCHOR
SCHEDULE T3 FOR
MAX SPACING
F• TRACK/DIRECT MOUNT SECTION
NT$,
EXISTING CONCRETE.,
HOLLOW BLOCK OR
WOOD FRAMING. SEE
ANCHOR SCHED. BASED
ON TYPE OF STRUCTURE
wfl
EMBED.
OWALL MOUNT SECTION
PETS.
'4 -20 X 1' 5S.
MACHINE SCREW W/
USNGNIJT •I25' O.C.
02 CONNECTION TYPE
REFERENCE ANC:44pR
SCHEDULE T3 FOR MAX.
SPACING
EXISTING CONCRETE. HOLLOW BLOCK
OR WOOD FRAMING. SEE ANCHOR
SCNED.. BASED ON TYPE OF STRUCTURE.
C4 COPE4ECTION TYPE
REFERENCE ANCHOR
SCHEDULE T3 FOR MAX
SPACING
EMBED
EXISTING
GLAZING
REQ'D SEPARATION
F oM GLASS
(REF. TABLE TI)
14 -20 x 5.5.
MACHINE SCREWS
• I25• OC.
LEG DIR.
MAY BE
REVERSED'
tu
Q I
Ow
F J
a1�
w
�U
�' dI
Z
JCL
025' Ho
MAX• I
MAXIMUM ALLOWABLE
SPAN SCHEDULE
Load
W (PS)
No Stitch
Bolts
LMAX (ft)
Stitch Bolts
At Midspan
ILMAx (ft)
25
10.- 7"
10' - 7"
30
10' -5"
10' -5"
35
10' -0"
90' -0"
39
9'- 9"
9'- 9"
40
9' - 8"
9.- 8"
45
9' -4"
9' -5"
49
8' - 11"
9' - 3"
50
8' - 10"
9' - 2"
55
8'- 5"
8''- 11"
58
8' -2"
8' -10"
60
8' -1"
8' -9"
65
T -9"
8' -3"
70
T -6"
T -8"
72
T -4"
T -6"
75
T - 2"
T - 2"
80
6• - 9"
6' - 9"
90
6' -0"
6' -0"
100
5.- 4"
5' - 4"
110
4' - 10"
4*- 10"
120
V -6"
4' -6"
130
, 4' - 1"
4' - 1"
SPAN SCHEDULE NOTES:
L ENTER SPAN SCHEDULE WITH NEGATIVE DESIGN
LOAD TO DETERMINE MAXIMUM ALLOWABLE STOR I
PANEL SPAN. SCHEDULE IS ACCEPTABLE FOR USE
WITH POSITIVE LOADS LESS THAN OR EQUAL TO
NEGATIVE DESIGN LOADS.
2. INTERPOLATION BETWEEN LOADS IS
ACCEPTABLE, OTHERWISE USE NEXT HIGHER LOAD.
EXISTING WOOD TRUSSES
924'OC.MAX.
MINIMUM SEPARATION
Positive
Load (psf)
Span
Less
Than:
Separation
('inches)
at <= 30'
Separation
(inches)
at > 30'
6' - 0"
2.75"
1.22"
30
8' - 8"
2.75"
1.94"
10' - 5"
3.00"
3.00"
6' - 0"
• 2.75"
1.25"
35
8' - 8"
2.75"
2.10"
10' - 0"
3.00"
3.00"
6' - 0"
2.75"
1.29"
40
8' - 8"
2.75"
226"
9' - 8"
3.00"
3.00"
6' - 0"
2.75"
1.32"
45
8''- 8"
2.75"
2.41"
9' -4"
2.92"
.2.92"
6' - 0"
2.75"
1.36"
8' - 10"
2.75"
2.73"
6' - 0"
2.75"
1.43"
8' - 1"
2.75"
2.44"
70
6' - 0"
2.75"
1.51"
T - 6"
2.75
- 2.24
TABLE T2 NOTES:
I. ENTER SPAN SCHEDULE WITH POSITIVE DESIGN
LOAD TO DETERMINE MINIMUM ALLOWABLE STORM
PANEL SEPARATION FROM GLASS OR DOOR TO BE
PROTECTED. SCHEDULE IS REQUIRED FOR USE WITH
POSITIVE LOADS ONLY.
2. INTERPOLATION BETWEEN LOADS 15
ACCEPTABLE. OTHERWISE USE NEXT HIGHER LOAD.
EXTERIOR
WALL FINISH
STEEL TUBE TO BOTTOM TRUSS
CHORDS W/ (3)'4'x2' EMBED
LAG SCREWS 9 EACH TRUSS
(24' OC. MAX)
4•x1 /2' x0.0415 MIN STEEL TUBE
'U' HEADER TO ROLLED STEEL TUBE W/ CENTER
LAG (AS DESCRIBED ABOVE) 9 TRUSSES 4 '14
5.11.5 TO PLATE 9 6' O.C. BETWEEN TRUSSES
OCEILING/FLOOR MOUNT SECTION
NTS.
Oa CONNECTION TYtx
REFERENCE ANCHOR
SCHEDULE 13 FOR MAX
SPACING
EXISTING
GLAZING
REQ'D SEPARATION
FROM GLASS
(REF. TABLE T2)
OTRUSS MOUNT SECTION
NT$.
EXISTING CONCRETE. HOLLOW
BLOCK OR WOOD FRAMING.
SEE ANCHOR s 1-ED. BASED
ON TYPE OF STRUCTURE.
L,nax = S' -0' (MAX SPAN)
MAX DESIGN LOAD • =60 p5(
•
ALUM OR G-ALV STEEL SPACER.
AS R-cQ'D.
EXISTING
GLAZING
OOFFSET WALL MOUNT SECTION
N.T.S.
CI CONNECTION TYRE
ANCHORS TO BE AT 12.3. OR
625' OC. (REFERENCE
ANCHOR SCHEDULE 13 FOR
MAX. SPACING). USE
REMOVABLE ANCHORS ONLY
EXTERIOR WALL FINISH,
PROTRUDING FROM
MOUNTING SUrvACE
'PE0046549
E t
O 8
O z
_Z w
z
w
Z
Z o
W
mu.
14 21
J
Q Z
N Q
ff
40
✓ ~
co
N
(NI
(NI V
co
REVISIONS
D =SCRIFTION
DATE
Cater cas,E+r5
SCALE: 3' _ •
DRAWN 5 • CL�[
PRIN ( v 1371 t: 11 / JIb
IN( DQt /02
DUNG ': 02- 868 -III
SHEET:
2 OF 4
PENETRATION
OR EMBED.
W
ate
H
1
r
Val
n
REQ'D GLASS SEP.
DIST. (SEE TABLE
EXISTING T2 FOR MINIMUM)
GLAZING
EXISTING CONCRETE.
HOLLOW BLOCK OR
WOOD FRAMING. SEE
ANCHOR SCHED. BASED
ON TYPE OF STRICTURE.
EXISTING
COUTE.
HOLLOW BLOCK
OR WOOD
FRAMING. SEE
ANCHOR SCHED.
BASED ON TYPE
OF STRUCTUl`
y5 CONNECTION TYPE
REFERENCE ANCHOR
SCHEDULE 74 FOR
MAX SPACING
0500'
4
1
—L
OWALL MOUNT SECTION
ALL NOWT TRACKS, N.T.S.
0500•
J
ILO
W
-E1
WQ
ye
0
C6 CONNECTITYPE
REFERENCE ANCHOR
SCHEDULE T4 FOR
MAX. SPACING.
EXISTING CONCRETE. HOLLOW BLOCK
OR WOOD FRAMING- SEE ANCHOR
SCHED. BASED ON TYPE OF STRUCTURE.
7-LEG MAY BE BENT
/ TO 30deg MAX
.6 •• • •• •4•
�i •T • 1:! • INTE IO MOUNT INSTALLATION DETAILS
OHEADER TRACK ISOMETRIC
TOP TRACK. K.TB.
CLIP LOCKS
END PANEL
FLUSH AGAINST.
TOP TRACK
lU HEADER END CAP
END W/ (2) 94 5M5
TO TRACK
1365'
EXISTING
GLAZING
X13 CONN TYPF
REF. ANCHOR
SCHED. TA FOR
MAX.SPACWG
REQ•D GLASS SEP.
DIST. (SEE TABLE
T2 FOR MINIMUM)
ClCONNTYPE
REF. ANCHOR SCHED.
T4 FOR MAX SPACING
1365'
-LEG MAY BE BENT
TO 30deg MAX
O OHEADER/SILL MOUNT SECTION
TRAP MOUNT TRACKS ON A•fCiE.
N UN
CEILING/FLOOR MOT SECTION
TRAP MOUNT TRACKS. N.TB.
PENETRATION
OR EMBED.
to
7 or 1
A 1 .
Pr r-
QT CONNECTION TYPE
-REFERENCE ANCHOR
SCHEDULE T4 FOR MAX.
SPACING
EXISTING CONCRETE. HOLLOW
BLOCK OR WOOD FRAMING.
SEE ANCHOR SCHED. BASED
ON TYPE OF STRUCTURE.
REQ D GLASS
SEP. DIST.
(SEE TABLE T2
FOR MINIMUM)
EXISTING
CONCRETE.
HOLLOW BLOCK
OR WOOD
FRAMING. SEE
ANCHOR SCHED.
BASED ON TYPE
OF STRUCTURE
C_5 TYPE
CONNECTION
REFERENCE ANCHOR
SCHEDULE T4 FOR
MAX SPACING
0500'
M I I I
EXISTING
GLAZING
axsa cisxa ?an". t
a`eVW
EMBED.
P DIRECT WALL MOUNT SECTION
BOTTOM aR£cT.mALL natvT
(REF. DETAIL '5'7. N.TS.
,P
I' x0.30° PERORATIONS
AT MIDSPAN FOR USE
WITH REMOVABLE
MANIPLE AND /OR
PLASTIC KNOBS
O
(I) 1'xi'x0.032'xP4'
ANGLE a END W/ (2)
'I4 5M5 TO TRACK
TOP 14 -TRACK OR
TOP Sr -TRACK
(FASTEN TO
STRUCTURE PER
SECTIONS TO LEFT)
OPTIONAL PLASTIC KNOB.
TO EASE PANEL SLIDING
(NON - STRUCTURAL SEE
DETAIL TO LEFT)
'a
BOTTOM •H' TRACK
OR BOTTOM V'
TRACK (FASTEN TO
STRUCTURE PER
DETAILS IM. N t0
TO LEFT)
SILL TRACK ISOMETRIC
BOTTOM TRACK N.T .S.
Approved as complying TTith the
Florida e
Date 8l / .- 5/2003
NOA#r —II o.02
Mimi Dade Product `
Division
OPTION A: (3) 14'
ELCO PANELMATES
AT BOTTOM OF
ADJACENT PANEL
FASTEN EACH PANEL ADJACENT TO LAST
PANEL • BOTTOM W/ C2) ELCO PANELMATES
(I) POWERS CALK -IN. ALTERNATIVELY,
USE (3) PANELMATES AND NOTCH BOTTOM
CORNERS OF LAST PANEL TO FIT OVER
INNERMOST ANCHORS.
FT-6. MAX
TYPICAL
I 6' MAX
"-TYPICAL
(2)14 -2055. I
STITCH BOLTS
WI WINGNUTS I
EACH SIDE OF
LAST PANEL
QPT. A: 2"x2' MAX. NOTCH IN
LAST PANEL 'AROUND WINGNUT
ODIRECT WALL MOUNT EXTERIOR ELEVATION
BOTTOM DUI: CT WALL M nrr
(REF. DETAIL 'P'),
JAN
FRANK L.
'PE0046549
. PE.
I'
cv
71 2
SOT
_ • I11 d1
I IL a
r,61 Z
O O LL
= Q co
ej
Z • Q d1
,to
Wd1
U
Z
W
CD 0 In
JZ�
>
"
0- .S LL
I- .
OPTION 8: (2) 14' ELCO
PANELMATES AT BOTTOM
OF ADJACENT PANELS
OPT. B. m14-- 20 POUTERS
CALK -IN, CLOSEST TO LAST
PANEL (NO NOTCH RE_O'D)
0 w
w
N
w^
VJ
REVISIONS
DESCRIPTION
caR•mr cprrENTs
DATE
SCALE: 3' - I• (UN.O.)
DRAWN BY: CL
GHtGKtL' bY: FLB
PRINT DATE, 11 /18/02
Dar- • :' 02 -66S -III
SHEET:
3 of 4
T,ANOR SPACING SCHEDULE
C`I -I
•• •• • • • •• •• •
• • • • • • • • • •
• • • ••• • • •
• • • • • • • .•
• • 010 • • • • •••
U
0
J
m
U
z
0
U
0
J
J
O
I
1/4" x 1 -1/4" EMBED
ELCO TAPCON
39
49
58
Tcap (Ib) = 218.00 72
Vcap .(Ib), = 398.00 130 . .
12.5" 16.0". 16:0" 15.8"
12516.0"12.7"12.5"
12.5" 16.0" 8.7" 10.5"
12.5" 132' 5.9" 8.3".
6.25" 9.7 ". 3.6" 6.0"
125" '15.5" 7.8" .9.9"
625" '122' 5.2" 7.7"
6.25" 10.4" 4.0" 6.5"
6.25" 9.7" 3 :6" 6.0"
6.25" 9.7" 3.6" 6.0"
12.5" 12.6" 5.4" 7.9"
6.25" 10.0" 3.8" 6.2"
625" 9.7" 3.6" •6.0"
6.25" 9.7" 3.6" 6.0"
.625" 9.7" 3.6" 6 :0"
1/4"x7/8" EMBED 39
ALL - POINTS SOUD-SET 49
LEAD SHIELD.ANCHOR * 58
Tcap (lb ).= 358 72
Vcap (Ib) ='249 130
12 :5" 16.0" 16.0" 16:0".
125" 16.0" 16:0" 13.1"
12.5" 16.0" 14.3" 11.0"
12.5" 16.0" 9.6" 8.8"
125" 15.9" .5.9" 6.4"
12.5" 16.0" 12.7" 10.3"
125" 16.0" 8.5" 82'
12.5" 16.0" 6.6" 6.9"
125" 15.9" 5.9" 6.4"
125" 15.9" 5.9" 6.4"
12.5" 1.6.0" 8.8" 8.3"
12.5" 16.0" 62' 6.6"
12.5" 15.9" • 5.9" 6.4"
12.5" 15.9" 5.9" 6.4"
12.5" 15.9" 5.9" 6.4"
1/4" x 1 -1/4" EMBED
ELCO PANELMATE
39
49
* 58
Tcap (lb) = 204.75 72
Vcap (Ib) = 233.50 .130
12.5" 16.0" 16.0" 122'
12.5" 16.0" 11.9" 9.7"
12.5" 15.4" 8.2" 8.1"
6.25" 12.4" 5.5" 6:5"
6.25" 9.1" 3.4" 4.7".
12.5" 14.5" 7.3" 7.7"
6.25" 11.6" 4.9" 6.0"
625" 9 :8" 3.8" 5.1"
625" 9.1" .3.4" 4.7"
625! • 9.1" 3.4" 4.7"
625" 11 :8" 5.1" 62"
625" 9.4" 3.6" 4.9"
625" 9.1" 3.4" 4.7"
625" .9.1" 3.4" 4.7'
_625" 9.1" . 3.4" 4.7"
035" EDGE'DISTANCE
c
0
1/4" x 2" THREAD
PENETR. LAG SCREW
Tcap (lb) = 359.53
Vcap (Ib) = 82.97
#14 x 1 -1/2" THREAD
PENETR. WOOD SCREW
Tcap (Ib) = 234.00
Vcap (Ib) = 96.74
39
49
58
72
130
39
49
58
72
130
12.5" 16.0" 16.0" 7.5"
12.5" 16.0" 16.0" 6.0"
12.5" 16.0" 14.4" 5.1"
12.5" 16.0" 9.6" 4.1"
12.5".16.0" 6.0" %%
12.5" 16.0" 16.0" 7.7"
12.5" 16.0" 13.6" 6.1"
12.5" 16.0" 9.3" 5.1"
12.5" 14.2" 6.3" 4.1"
625" 10.4" 3.9"
12.5" 16.0" 12.8"
12.5" 16.0" 8.6"
12.5" 16.0" 6.6"
12.5" 16.0" 6.0"
12.5", 16.0' . 6.0"
12.5" 16.0" 8.3"
12.5" 132' 5.6"
625" 112' 4.3"
6.25" 10.4" 3.9"
6.25" 10.4" 3.9"
4.8"
3.8"
3.2".
/7,74/;;;;?:
4.8"
3.8"
32"
12.5" 16.0"
12.5" 16.0"
12.5" 16.0"
12 :5" 16.0"
12.5" 16.0"
12.5" 13.5"
625" 10.7"
625" 10.4"
625" 10.4"
625"
8,9"
6.3"
6.0"
6.0"
6.0"
5.8"
4.1"
3.9"
3.9"
3.9"
3.9"
3.9"
3.1"
7/16" x 5/8" EMBED
BRASS BUSHING &
1/4 -20 SCREW
Tcap (Ib) = 231.50
Vcap (Ib) = 232.50
39
49
* 58
72
130
12.5" 16.0" 16.0" 13.0" 12.5" 16.0" 8.3" 8.1" 12.5" 13.4" 5.7" 6.6"
12.5" 16.0". 13.5" 10.3" 12.5" 13.1" 5.5" 6.4" 6.25" 10.6".44.0" 52"
12.5" 16.0" 9.2" 8.7" 6.25" 11.1" 4.3" 5.4" 6.25" 10.3" 3.8" 5.0"
12:5" 14.0" 6.2" 6.9" 625" 10.3" 3.8" 5.0" 625" 10.3" 3.8" 5.0"
.625" 10.3" 3.8" 5.0" 6.25" 10.3" 3B" . 5.0". 6.25" 10.3" 3.8" 5.0"
ANCHOR. NOTES:
I. SPANS AND LOADS SHOWN HERE AfRE_ FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE STORM PANEL
SPAN5 FOR SPECIFIC LOAD5 MUST BE LIMITED TO THOSE SHOWN IN MAX ALLOWABLE SPAN SCHEDULE (TABLE 'TI').
2. ENTER ANCHOR SCI-EDULE BASED ON THE EXISTING STRUCTURE MATERIAL 4 ANCHOR TYPE. SELECT DESIGN
;_OAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR
EQUAL TO SHUTTER SPAN.
3. SELECT CONNECTION TYPE BASED ON APPROPRIATE MOUNTING COITION (SEE IOUNTING DETAILS ON
SHEETS 2 1 3 FOR IDENTFICATION OF CONNECTION TYPE).
4. ANCHORS SHALL Ea- INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RE COMMENDATIONS.
5. WHEN EXISTING STRICTURE 15 WOOD FRAMING, EXISTING CONDITIONS MAY VARY. FIELD VERIFY THAT
=ASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS. NOT PLYWOOD. FASTENING TO PLYWOOD IS
ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES.
ANCHOR SPACING SCHEDULE
(INSIDE MOUNT PANELS, WALL MOUNT)
1/4" x 1 -1/4" EMBED •
ELCO TAPCON
Tcap (Ib) = 218.00
Vcap (lb) = 398:00
2.5" EDGE DIST.
16.0"
16.0"
11.0"
6.4"
5.0"
2.5" EDGE DISTANCE
7.5"
5.2"
3.4"
j /%
%i% i%
I.,:
SPANS UP TO
8.67ft
1ST
RUI
ANCHOR
SPANS UP
TO 5.50 ft
SPANS �JIP... •
TO : • : 8:67. '•
SPANS UP• •••
: ice : S 1%67 ft
• to. i
ANCHOR
(psf)
LOAD
CONN TYPE
CONCRETE
caulk, TY$E •.
•
: COlelplh'YPE
16.0" 16.0"
w N
ELCO TAPCON
45
(psf)
C1 C2 C3
C4
C1 C2 C3 C4
C1 C2 C3
C4
Tcap (Ib) = 483.00
1/4" x 1-3/4" EMBED
142' 16.0"
39
12.5" 16.0" 16.0"
16.0"
12.5" 16.0" 16:0" 16.0"
125" 16.0" 11.9"
13.5"
39
ELCO TAPCON
14.8" 16.0"
49
12.5" 16.0" 16.0"
16.0"
12.5" 16.('1.» :13.1'
1:4a' 3a0" • 8.•4"
10.7"
•
(MIN 3320 PSI CONC)
Tcap (Ib) = 428 •
58
12.5" 16.0" 16.0"
16.0"
12.5" 16.13"'43.$1A":11.1
iL51. 36.0" 8,p"
10.3"
5.3" 16.0"
Tcap (Ib) = 483.00
. 39
72
12.5" 16.0" 13.0"
14.3"
12.5" 16.W.1134' 113.Q'' :1113'
1;.$' :64" • $:b"
10.3"
MN 3350 PSI CONC) •
Vcap (Ib) = 475.00
16.0" 16.0".
130 .
12.5" 16.0" 8.0"
10.3"
12.5" 16.0" 8.0" 10.3"
12.5" 16.0" 8.0"
10.3"
w
1/4"x7/8" EMBED
4.6" 16.0"
39
12.5" 16.0" 16.0"
16.0"
12.5" 16.0" 152' 15.0"
12.5" 160" 10.6"
12.1"
w
ALL- POINTS SOUR -SET
49
12.5" 16.0" 16.0"
16.0"
125" 16.0" 10.2" 11.8"
12.5" 16.0" 7.5"
9.5"
M
LEAD SHIELD ANCHOR
*
58
12.5" 16.0" 16.0"
16.0"
12.5" 16.0" 7.9" 9.9"
12.5" 16:0" 7.1"
92'
ZO
U
Tcap (Ib)= 428
Vcap (fb) = 429
72
130
12.5" 16.0" 11.5"
12.5" 16.0" 7.1"
.12.7"
9.2"
12.5" 16.0" 71" 92"
12.5' 16.0" 7 :1" 92"
12.5" 16.0" 7.1"
12.5" 16.0" 7.1"
9.2"
92'
1/4" x 2" EMBED
39
12.5" 16.0" 16:0"
16.0"
12.5" 16.0" 13.3" 15.7"
12.5" 16.0" 92'
12.6"
ELCO PANELMATE
49
12.5" 16.0" 16.0"
16.0"
12.5" 16.0" 8.9" 12.4"
12.5" 16.0" 6.5"
9.9"
(MIN 3350 PSI CON
*
58
12.5" 16.0" 14:9"
16.0"
12.5" 16.0" 6.9" 10.4"
12.5" 16.0" 6.2"
9.6"
Tcap (Ib) = 372.00
72
12.5" 16.0" 10.0"
13.3"
12.5" 16.0" 62' 9.6"
12.5" 16.0" 62'
9.6"
_ Vcap (Ib) = 565.00
130.
12.5" 16:0" 6.2"
9.6"•
12.5" 16.0" 62' 9.6"
12.5" 16.0" 62'
9.6"
U
0
J
m
U
z
0
U
0
J
J
O
I
1/4" x 1 -1/4" EMBED
ELCO TAPCON
39
49
58
Tcap (Ib) = 218.00 72
Vcap .(Ib), = 398.00 130 . .
12.5" 16.0". 16:0" 15.8"
12516.0"12.7"12.5"
12.5" 16.0" 8.7" 10.5"
12.5" 132' 5.9" 8.3".
6.25" 9.7 ". 3.6" 6.0"
125" '15.5" 7.8" .9.9"
625" '122' 5.2" 7.7"
6.25" 10.4" 4.0" 6.5"
6.25" 9.7" 3 :6" 6.0"
6.25" 9.7" 3.6" 6.0"
12.5" 12.6" 5.4" 7.9"
6.25" 10.0" 3.8" 6.2"
625" 9.7" 3.6" •6.0"
6.25" 9.7" 3.6" 6.0"
.625" 9.7" 3.6" 6 :0"
1/4"x7/8" EMBED 39
ALL - POINTS SOUD-SET 49
LEAD SHIELD.ANCHOR * 58
Tcap (lb ).= 358 72
Vcap (Ib) ='249 130
12 :5" 16.0" 16.0" 16:0".
125" 16.0" 16:0" 13.1"
12.5" 16.0" 14.3" 11.0"
12.5" 16.0" 9.6" 8.8"
125" 15.9" .5.9" 6.4"
12.5" 16.0" 12.7" 10.3"
125" 16.0" 8.5" 82'
12.5" 16.0" 6.6" 6.9"
125" 15.9" 5.9" 6.4"
125" 15.9" 5.9" 6.4"
12.5" 1.6.0" 8.8" 8.3"
12.5" 16.0" 62' 6.6"
12.5" 15.9" • 5.9" 6.4"
12.5" 15.9" 5.9" 6.4"
12.5" 15.9" 5.9" 6.4"
1/4" x 1 -1/4" EMBED
ELCO PANELMATE
39
49
* 58
Tcap (lb) = 204.75 72
Vcap (Ib) = 233.50 .130
12.5" 16.0" 16.0" 122'
12.5" 16.0" 11.9" 9.7"
12.5" 15.4" 8.2" 8.1"
6.25" 12.4" 5.5" 6:5"
6.25" 9.1" 3.4" 4.7".
12.5" 14.5" 7.3" 7.7"
6.25" 11.6" 4.9" 6.0"
625" 9 :8" 3.8" 5.1"
625" 9.1" .3.4" 4.7"
625! • 9.1" 3.4" 4.7"
625" 11 :8" 5.1" 62"
625" 9.4" 3.6" 4.9"
625" 9.1" 3.4" 4.7"
625" .9.1" 3.4" 4.7'
_625" 9.1" . 3.4" 4.7"
035" EDGE'DISTANCE
c
0
1/4" x 2" THREAD
PENETR. LAG SCREW
Tcap (lb) = 359.53
Vcap (Ib) = 82.97
#14 x 1 -1/2" THREAD
PENETR. WOOD SCREW
Tcap (Ib) = 234.00
Vcap (Ib) = 96.74
39
49
58
72
130
39
49
58
72
130
12.5" 16.0" 16.0" 7.5"
12.5" 16.0" 16.0" 6.0"
12.5" 16.0" 14.4" 5.1"
12.5" 16.0" 9.6" 4.1"
12.5".16.0" 6.0" %%
12.5" 16.0" 16.0" 7.7"
12.5" 16.0" 13.6" 6.1"
12.5" 16.0" 9.3" 5.1"
12.5" 14.2" 6.3" 4.1"
625" 10.4" 3.9"
12.5" 16.0" 12.8"
12.5" 16.0" 8.6"
12.5" 16.0" 6.6"
12.5" 16.0" 6.0"
12.5", 16.0' . 6.0"
12.5" 16.0" 8.3"
12.5" 132' 5.6"
625" 112' 4.3"
6.25" 10.4" 3.9"
6.25" 10.4" 3.9"
4.8"
3.8"
3.2".
/7,74/;;;;?:
4.8"
3.8"
32"
12.5" 16.0"
12.5" 16.0"
12.5" 16.0"
12 :5" 16.0"
12.5" 16.0"
12.5" 13.5"
625" 10.7"
625" 10.4"
625" 10.4"
625"
8,9"
6.3"
6.0"
6.0"
6.0"
5.8"
4.1"
3.9"
3.9"
3.9"
3.9"
3.9"
3.1"
7/16" x 5/8" EMBED
BRASS BUSHING &
1/4 -20 SCREW
Tcap (Ib) = 231.50
Vcap (Ib) = 232.50
39
49
* 58
72
130
12.5" 16.0" 16.0" 13.0" 12.5" 16.0" 8.3" 8.1" 12.5" 13.4" 5.7" 6.6"
12.5" 16.0". 13.5" 10.3" 12.5" 13.1" 5.5" 6.4" 6.25" 10.6".44.0" 52"
12.5" 16.0" 9.2" 8.7" 6.25" 11.1" 4.3" 5.4" 6.25" 10.3" 3.8" 5.0"
12:5" 14.0" 6.2" 6.9" 625" 10.3" 3.8" 5.0" 625" 10.3" 3.8" 5.0"
.625" 10.3" 3.8" 5.0" 6.25" 10.3" 3B" . 5.0". 6.25" 10.3" 3.8" 5.0"
ANCHOR. NOTES:
I. SPANS AND LOADS SHOWN HERE AfRE_ FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE STORM PANEL
SPAN5 FOR SPECIFIC LOAD5 MUST BE LIMITED TO THOSE SHOWN IN MAX ALLOWABLE SPAN SCHEDULE (TABLE 'TI').
2. ENTER ANCHOR SCI-EDULE BASED ON THE EXISTING STRUCTURE MATERIAL 4 ANCHOR TYPE. SELECT DESIGN
;_OAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR
EQUAL TO SHUTTER SPAN.
3. SELECT CONNECTION TYPE BASED ON APPROPRIATE MOUNTING COITION (SEE IOUNTING DETAILS ON
SHEETS 2 1 3 FOR IDENTFICATION OF CONNECTION TYPE).
4. ANCHORS SHALL Ea- INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RE COMMENDATIONS.
5. WHEN EXISTING STRICTURE 15 WOOD FRAMING, EXISTING CONDITIONS MAY VARY. FIELD VERIFY THAT
=ASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS. NOT PLYWOOD. FASTENING TO PLYWOOD IS
ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES.
ANCHOR SPACING SCHEDULE
(INSIDE MOUNT PANELS, WALL MOUNT)
0.75" EDGE DISTANCE
0
O
1/4" x 2" THREAD
39
PENETR.. LAG SCREW 45
55
Tcap (Ib) = 359.53: 65
Vcap (Ib) = 82.97 ' 72
16.0"
16.0"
16.0"
10.6"
82"
16.0" 12.4"
16.0" 8.5"
16.0" 5.6"
16.0" 4.4"
16.0" 4.4"
16.0"
16.0"
16.0"
16.0°
16.0"
#14 x 1 -1/2" THREAD
PENETR. WOOD SCREW
Tcap (Ib) _. 234.00
39
45
55
65
Vcap (Ib) = 96.74 72
16.0"
16.0"
11.8"
6.9"
5.3"
16.0"
16.0"
16.0"
15.7"
14.2"
8.1"
5.5"
3.6"
16.0"
14.4"
11.8"
10.4"
10.4"
7/16" x 5/8" EMBED
BRASS BUSHING &
1/4-20 SCREW
Tcap (Ib) = 231.5Q
Vcap (lb) = 232.50
39
45
* 55
65
72
16.0"
16.0"
11.7"
6.8"
5.3"
16.0"
16.0"
16.0"
15.5"
14.0"
8.0"
5.5"
3.6"
16.0"
14 :2"
11.7"
10.3"
10.3"
ANCHOR SPACING SCHEDULE
T5 (INSIDE MOUNT PANELS, TRAP MOUNT)
1/4" x 1 -1/4" EMBED •
ELCO TAPCON
Tcap (Ib) = 218.00
Vcap (lb) = 398:00
2.5" EDGE DIST.
16.0"
16.0"
11.0"
6.4"
5.0"
16.0"
16.0"
16.0"
14.6"
13.2"
7.5"
5.2"
3.4"
j /%
%i% i%
SPANS UP TO
5.50ft
SPANS UP TO
8.67ft
1ST
RUI
ANCHOR
LOAD
CONN TYPE
CONN TYPE
16.0"
'
(psf)
C5 C6
C5 C6
CONCRETE
1/4" x 1 -3/4" EMBED .
• 39
16.0" 16.0"
16.0" 16.0"
ELCO TAPCON
45
16.0" 16.0"
11.4" 16.0"
(MIN 3320 PSI CONC)
55
16.0" 16.0"
7.5" 16.0"
Tcap (Ib) = 483.00
65
142' 16.0"
6.0" 16.0"
Vcap (Ib) = 475.00
72
11.0" 16.0"
6.0" 16.0"
1 /4"x7/8" EMBED
39
16.0" 16.0"
14.8" 16.0"
ALL - POINTS SOUD-SET
45
16.0" 16.0"
10.1" 16.0"
LEAD SHIELD ANCHOR
* 55
16.0" 16.0"
6.6" 16.0"
Tcap (Ib) = 428 •
65
12.6" 16.0" .
5.3" 16.0"
Vcap pb) = 429
72
9.8" 16.0"
5.3" 16.0"
1/4" x 2" EMBED
. 39
16.0" 16.0"
12.9" 16.0"
ELCO PANELMATE
45
16.0" 16.0"
8.8" 16.0"
MN 3350 PSI CONC) •
* 55
16.0" 16.0".
5.8" 16.0"
Tcap (Ib) = 372.00
65
11.0" 16.0"
4.6" 16.0"
Vcap (Ib) = 565.00.
72 .
_ 8.5" 16.0"
4.6" 16.0"
0.75" EDGE DISTANCE
0
O
1/4" x 2" THREAD
39
PENETR.. LAG SCREW 45
55
Tcap (Ib) = 359.53: 65
Vcap (Ib) = 82.97 ' 72
16.0"
16.0"
16.0"
10.6"
82"
16.0" 12.4"
16.0" 8.5"
16.0" 5.6"
16.0" 4.4"
16.0" 4.4"
16.0"
16.0"
16.0"
16.0°
16.0"
#14 x 1 -1/2" THREAD
PENETR. WOOD SCREW
Tcap (Ib) _. 234.00
39
45
55
65
Vcap (Ib) = 96.74 72
16.0"
16.0"
11.8"
6.9"
5.3"
16.0"
16.0"
16.0"
15.7"
14.2"
8.1"
5.5"
3.6"
16.0"
14.4"
11.8"
10.4"
10.4"
7/16" x 5/8" EMBED
BRASS BUSHING &
1/4-20 SCREW
Tcap (Ib) = 231.5Q
Vcap (lb) = 232.50
39
45
* 55
65
72
16.0"
16.0"
11.7"
6.8"
5.3"
16.0"
16.0"
16.0"
15.5"
14.0"
8.0"
5.5"
3.6"
16.0"
14 :2"
11.7"
10.3"
10.3"
ANCHOR SPACING SCHEDULE
T5 (INSIDE MOUNT PANELS, TRAP MOUNT)
1/4" x 1 -1/4" EMBED •
ELCO TAPCON
Tcap (Ib) = 218.00
Vcap (lb) = 398:00
39
45
55
65 -
72
16.0"
16.0"
11.0"
6.4"
5.0"
16.0"
16.0"
16.0"
14.6"
13.2"
7.5"
5.2"
3.4"
j /%
%i% i%
15.5"
13.4"
11.0"
9.7"
9.7"
I• HOLLOW CONC B
1/4"x7/8" EMBED
39
16.0"
16.0"
12.4"
16.0"
ALL - POINTS SOUD-SET
45
16.0"
16.0"
8.5"
16.0"
LEAD SHIELD ANCHOR *
55
16.0"
16.0"
5.5"
16.0"
Tcap (Ib) = 358
65
10.5"
16.0"
4.4"
15.9"
Vcap pb) = 249
72
8.2"
16.0"
4.4"
15.9"
1/4" x 1 -114" EMBED
39
16.0"
16.0"
7.1"
14.5"
ELCO PANELMATE
45
16.0"
16.0"
4.8"
12.6"
*
55
10.3"
16.0"
3.2"
10.3"
Tcap pb) = 204.75
65
6.0"
13.7"
/ %
9.1" .
• Vcap (lb) = 233.50
72
4.7"
12.4"
'/%e',
9.1"
0.75" EDGE DISTANCE
0
O
1/4" x 2" THREAD
39
PENETR.. LAG SCREW 45
55
Tcap (Ib) = 359.53: 65
Vcap (Ib) = 82.97 ' 72
16.0"
16.0"
16.0"
10.6"
82"
16.0" 12.4"
16.0" 8.5"
16.0" 5.6"
16.0" 4.4"
16.0" 4.4"
16.0"
16.0"
16.0"
16.0°
16.0"
#14 x 1 -1/2" THREAD
PENETR. WOOD SCREW
Tcap (Ib) _. 234.00
39
45
55
65
Vcap (Ib) = 96.74 72
16.0"
16.0"
11.8"
6.9"
5.3"
16.0"
16.0"
16.0"
15.7"
14.2"
8.1"
5.5"
3.6"
16.0"
14.4"
11.8"
10.4"
10.4"
7/16" x 5/8" EMBED
BRASS BUSHING &
1/4-20 SCREW
Tcap (Ib) = 231.5Q
Vcap (lb) = 232.50
39
45
* 55
65
72
16.0"
16.0"
11.7"
6.8"
5.3"
16.0"
16.0"
16.0"
15.5"
14.0"
8.0"
5.5"
3.6"
16.0"
14 :2"
11.7"
10.3"
10.3"
ANCHOR SPACING SCHEDULE
T5 (INSIDE MOUNT PANELS, TRAP MOUNT)
IHOLLOW CONC BLOCK
1/4" x 1 -1/4" EMBED
ELCO TAPCON
2.0" EDGE
DISTANCE ( \
r.
ICT.
8.0"
6.9"
5.7"
SPANS UP TO
5.50 ft
SPANS UP TO-
8.67 ft
65
ANCHOR LOAD
CONN TYPE
CONN TYPE
3.3"
. (psf)
C7 C8
C7 C8
I• CONCRETE
1/4" x 1 -3/4" EMBED 39
16.0" 15.3"
13.6" 9.7"
ELCO TAPCON 45
16.0" 13.2"
11.8" 8.4"
(MIN 3320 PSI CONC) 55
152' 10.8"
9.6" 6.9"
Tcap (lb) = 386.40 65
12.9" . 9.2"
8.5" 6.0"
Vcap (lb) = 380.00 72
11.6" 8.3"
8.5" 6.0"
1/4 "x7/8" EMBED 39
16.0" 16.0"
15.2" 10.8"
ALL - POINTS SOUD -SET 45
16.0" 14.7"
132' 9.3"
LEAD SHIELD-ANCHOR * 55
16.0" 12.0"
' 10.8" 7.6"
Tcap (Ib) = 428 65
14.4" 10.2"
9.5" 6.7"
Vcap (ib) = 429 72
13.0" 9.2"
9.5" 6.7"
1/4" x 2" EMBED 39
16.0" 11.6"
10.3" 7.4"
ELCO PANELMATE 45
14.1" 10.1"
8.9" 6.4"
(MIN 3350 PSI CONC) * 55
11.5" 82'
7.3" 5.2"
Tcap (Ib) = 297.60 65 .
9.7" 7.0"
6.4" 4.6"
Vcap (Ib) = 282.50 72
8.8" 6.3"
6.4" . 4.6"
IHOLLOW CONC BLOCK
1/4" x 1 -1/4" EMBED
ELCO TAPCON
39
45
55
12.6"
10.9"
8.9"
8.2"
7.1"
5.8"
8.0"
6.9"
5.7"
5.2"
4.5"
3.7"
Tcap (Ib) = 174.00
65
7.5"
4.9"
5.0"
3.3"
Vcap (Ib) = 318.00
72
6.8"
4.5"
5.0"
3.3"
1/4 "x7/8" EMBED
39
16.0"
12.3"
10.4"
7.8"
ALL - POINTS SOLID -SET
45
14.2"
10.7"
9.0"
6.8"
LEAD SHIELD ANCHOR *
55
11.7"
8.7"
7.4"
5.5"
Tcap (Ib) = 358
65
9.9"
7.4"
6.5"
4.9"•
Vcap (lb) = 249
72
8.9"
6.7"
6.5"
4.9"
1/4" x 1 -1/4" EMBED
39
112'
8.0"
7.1"
5.1"
ELCO PANELMATE
45
9.7"
6.9"
6.2"
4.4"
*
55
7.9"
5.6"
5.0"
3.6"
Tcap (lb) = 201.50
.65 . •
6.7"
4.8"
4.4" .
3.2"
Vcap (Ib) = 198.50
72
6.1"
4.3"
4.4"
3.2"
1/4" x 2" THREAD
PENETR. LAG SCREW
39
45
55
Tcap (lb) = 358.53 65
Vcap (Ib) = 82.910 72
0.75" EDGE DISTANCE
7.5"
6.5"
5.3"
4.5'
4.1"
6.5"
5.7"
4.6"
3.9"
3.5"
#14 x 1 -1/2" THREAD 39
PENETR. WOOD SCREW 45
55
Tcap (Ib) = 234.00 65
Vcap (Ib) = 96.74 72
7.7"
6.6"
5.4"
4.6"
4.1"
62'
5.4"
4.4"
3.7"
3.3"
03
FRANC L. BEPNARDO. PE
.PE0044649
CAE.
Q 61.1 U Z
U_� �z
!z) - w z
x -
- 0 zm
O ~ .03 kl
I to 7
& 111.
`,
0QG, ma
z
a.
vmm nw
4.9"
4.2"
3.4"
3.0"
3.0"
7/16" x 5/8" EMBED
BRASS BUSHING &
1/4-20 SCREW
Tcap (Ib) = 231.50
Vcap (Ib) = 232.50
39.
45
* 55
65
72
13.0"
11.2"
.92'
7.8"
7.0"
92'
8.0"
6.5"
5.5"
5.0'
8.2"
7.1"
5.8"
5.1"
5.1"
3.9"
3.4"
5.8"
5.1"
4.1"
3.7"
3.7"
6. WHERE LAG SCREWS FASTEN _ TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER
4
OF NOMINAL 2' X ' (MIN.) WOOD STUD ('4' EDGE DISTANCE 15 ACCEPTABLE FOR WOOD FRAMING). WOOD STUD
SHALL BE 'SOUTHERN PINE' G.0.5S OR GREATER DENSITY. LAG SCREW SHALL HAVE PHILLIPS PAN I-EAD OR HEX
HEAD,
1. ,K DESIGNATES R MOVABLE ANCHORS. WHICH ARE REQUIRED FOR DIRECT MOUNT INSTALLATIONS.
S. MACHINE ,SCREWS SHALL HAVE MINIMUM OF it ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE
EITHER A PAN HEAD. TRUSS I4AC, OR WAFER HEAD (SIDEWALK BOLT) UN.O.
S. MINIMUM EMBEDMENT AND EI: GE DISTANCE EXCLUDES STUCCO OR OTHER WALL FINISHES.
10. DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE FOR USE.
Approved complying with ftu
Date 'too?
FPtit
By
REVISIONS
DESCRIPTION DATE
CQMr, =MIEN% Ia10
SCALE: N.T.S. •
DRAWN-EX: CL
CI- 1-CK=D BY: I E:
7-PRIM DA(-: I1/l& /02
DID •: 02- 868 -III
SHEET:
4 a=4
11114 IOADE
• • •.. • • • • ••
• • • • • •
•. • • • • •
• • • • • • • • • • • • • • •
ljj.J MGME7� . • • • •.• • •
•
• ....... •••
M. APP 0 4 2001 MIAMI DADS COUNTY, FLORIDA • • • • • METTIO --1SX)E FLAGLER BUILDING
▪ o
• • • • : 140�WE T "I OLER STREET, SUITE 1603 • • • • • • 1V AMI, FLORIDA 33130 -1563
(305) 375 -2901 FAX (305) 375 -2908
BUILDING CODE COMPLIANCA
PRODUCT CONTROL DIVISION'',
o
NOTICE OF ACCEPTANCE (NOA)
Gopi Glass Sales & Services Corp.
7450 NW 41st Street
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 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 High Velocity Hurricane
Zone of the Florida Building Code.
DESCRIPTION: Series 4000 Aluminum Flush Glazed Storefront System
APPROVAL DOCUMENT: Drawing No. 97 -02, titled "Series -4000 Store -Front System ", sheets 1 through 4 of
4, dated 1/17/97, with revision B dated 12/4 /97, prepared by Al Farooq Corporation, signed and sealed by
Humayoun Farooq, 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: None
LABELING: Each unit shall bear a permanent label with the 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.
•• • • •• ••• .••
_ _ s
• . • • •
• • • •
• • •
•
•• • • • • • ••• ••
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 renews NOA # 00- 0726.10 and consists of this page 1 and evidence page, as well as approval
document mentioned above.
The submitted documentation was reviewed byManuel Perez, F.E.
NOA No 03. 0801.01
Expiration Date: December 4, 2008
Approval Date: September 25, 2003
Page 1
`b Q4' .
Gopi Glass Sales & Services Corp.
• • .•. • • • •••
.. .. • • • •• •• •
• • • • • • • • • •
• • • ••• • • • •
• • • • • • • • •
• • ••• • • • • •••
• • • • • •
• • • • • • .• •• •
NOTICE OF ACCEPTANCE: EVIIIENC1 S'[7BMIVIED
•• • • • .. ••• ..
A. DRAWINGS •
1. Manufacturer's die drawings and section:. • • •
2. Drawing No. 97 -02, titled "Series- 400b'Stdre -Frdnt System''', sheets 1 through 4
of 4, dated 1/17/97, with revision B dated 12/4/97, prepared by Al- Farooq
Corporation, signed and sealed by Humayoun Farooq, P.E.
B. TESTS
Submitted under NOA# 97-0205.02
1. Test reports on:1) Air Infiltration Test, per PA 202 -94
2) Uniform Static Air Pressure Test, Loading per PA 202 -94
3) Water Resistance Test, per PA 202 -94
along with installation diagram of 1 -3/4" x 4" and 1 -3/4" x 4-1/2" aluminum
flush glazed storefront systems, 10' 0" high x 3'11" mullion spacing, prepared by
Hurricane Engineering & Testing Inc., Test Report No. HETI -96 -1065, dated
08 /02/96,revised on 12/31/96, signed and sealed by Hector M Medina, P.E.
C. CALCULATIONS
Submitted under NOA# 00- 0726.10
1. Anchor Calculations and Structural Analysis, prepared by Al Farooq Corporation.
dated 01/30/97, signed and sealed by Humayoun Farooq, P.E.
2. Complies with ASTM E1300 -98.
D. QUALITY ASSURANCE
1. Miami Dade Building Code Compliance Office (BCCO)
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS
1. None.
G. OTHER
1. Notice of Acceptance No. 00- 0726.10 issued to Gopi Glass Sales & Services
Corp, for their Series "4000" Aluminum Plush Glazed Storefront System,
approved on 9/21/00 and expiring on 12/4/03.
E -1
rez, P.E.
Product Control Examiner
NOA No 03- 0801.01
Expiration Date: December 4, 2008
Approval Date: September 25, 2003
• 4AD0
3800
626
.096
'GPI -5002
8063 -T5
.070
-1.222
—4.000
1.452 ---
478
TYP.
1.750
2.438
3.500
GPI -5003
6083 -T5
ASS
L450
GPI -5004
8063 -TO
UNIT WIDTH
• MULLION SPAN
DI.. OPENING
0
t
HULL SPACING -�
GPI -5005
0083 -T5
274
.465 I /11
■
231
.471—
GLAZING GASKET SCALE -2I
NEOPRENE
.870
TYP.
GPI -5009
8083 -TS
3.750
TYP
.625 IN
STEEL CHANNEL REINFORCEMENT
GENERAL NOTES
1. THIS STRUCTURE IS DESIGNED AS PER 1HE SOUTH FLORIDA BUILDING.
CODE 1994 EOTION FOR DADE COUNTY. ALSO FOR WIND LOADS
AS PER ASCE. 7-88 USING CORRESPONDING LOADS.
2. DESIGN CRITERIA FOR ALUMINUM. MINIMUM MECHANICAL PROPERTIES.
AND SAFETY FACTORS ARE IN ACCORDANCE WITH THE ALUMINUM
CONSTRUCTION MANUAL' LATENT FDISON.
3. AU. EXTRUSIONS SHALL BE ALLOY AND TEMPER AS SHOWN ON DETAILS.
4. STEEL SURFACES TO BE RACED IN CONTACT WITH ALUMINUM SHAT. BE
PLATED OR PANTED.
S. ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS.
ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL
DRESSING OR STUCCO.
6. MULUONS MAY BE USED HORIZONTALLY USING SAME SPANS AS SHOWN
N CHARTS.
7. DESIGN CRITERIA FOR MUULONS: MAX DEFLECTION 5. L/180.
8. ANY ANCHOR OR MUW0TI CONDITION NOT SHOWN IN THESE DETLS
IS TO BE ENGINEERED SEPARATELY.
DESIGN LOADS SHALL BE CALCUL1rED AS PER REQUIREMENTS OF
ASCE 7 -88, BASED ON 110 MPH WIND VELOCITY.
ITEM
PART #
DESCRD'CION
GPI -5002
OPEN BACK HEAD /JAMB /HULL
••• •
2
GPI -9003
3
GPI -5904
• •
GLASS STOP • • • • - • • • • •
SILL
OPI -511118
POCKET FILLER
••
S
GPI -5009
FLAT FILLER
•••
•
••• •
6
NEOPRENE
GLAZING GASKET
•
7
SETTING BLOCK
8
PANEL ASSY SCREW
8 10 X 5142
9
REINFORCING
•••• ••••
• •' •
5/0 X 3 -3/4' X S/8' 111E11L•CHA004EL 1 /B• 1H8CI6
10
GLAZING
PRODUCT RENEWED
p3
I/4' TEMPERED GLASI •
• GLASS = 1/4" TIP/Ma' ••••
•
SHUTTERS REQD. FOR ALL INSTALLATIONS
•••••• •
• ••••
On OR. HUWAXUN - FARO00.
S 1 E JJIREs
FLA. . I'E 16337
• PROIWUC•RF3CEwED
• aswNDlyI 4pnh8vto1Tmifi • •
Boid10•Vate
•Aa * e
•
By
'6 s
/. .r�4Cl6...,
APPBO9FD AS COMPETING WITh DR
SCUM 't1GIDDA DDILDING CODE
DA U. _ :.L_ .1992
BY
OUILDNG CODE COMPLIANCE OFFICE
FOR MUWON CHARTS SEE SHEET 3 OF 4. I ACCEPTANCE NO.Q 1 6210. D2
FOR ANCHOR DESCRIPTION SEE SHEET 4 OF 4.
•
•
U §p
•
I
(rowing no..'
97 -02
(*hoot 1 of 4 I
•�
:r
" e-5 W
' /
ANCHORS
A OR H
/.
SHEAR PLATE 3' LONG
AT EACH ANCHOR TYP.
///
"A
U
tai
N
a
�.
!AL- FAROOQ CORPORATION
ENGINEERS. PLANNERS & PRODUCT DESIGN
1235 SW 87 AVE
IMIAMI. FLORIDA 33174
TEI.. (305) 264 -6100A FAX (305) 262 -8878,
O
GPI -5009
1147.
I > 1 0
OPII\
5/16' TYP.
- •Is.'
,
aPI -5002
nd
If
If
I
/D O
O
5116' TYP.•
.
-•--
0
`
SIL CONE SEAL
ON OUTSIDE BEAD
�'
•
!•LC0
00
t
1
._
GOPI GLASS CORPORATION 1
:4400 W. 74th AVE.
•MIAMI. •FL. 33166
• • •
••• ••
gli
�
`
J
Wil-r
j
j
`=
114
ANCHORS
, 0
a
A
0
I••
•
DL OPENING
0
DL
OPENING
•
•
O •
....
• • • • •
•
• ••••
• •
V sHIT4
UNIT VIDTH
•
..
•
• •••
•
. •
•
• •
• •
• • • •
•••• •••••
PRODUUG'�ANINEWED • • • •
SIL CONE SEAL
ON OUTSIDE HEAD
•
III
Ijl
lj•
I:
I ?)
!I
t. :
ACCEPTANCENo• V(% V,. 0 • /a • • •
." r - TI014I14•' -' ' i' Gle 2003'
<r
'�li
- ••••
BY
0
p•as •.i- T'ANT'ROC±uiUB '- ' ••••
: ::: •
• s CODECOMPNIANOE ...
•• • ••• •
•
• • •
�i
GRIMM
n
.:. Tr.
•
..
•
1
a
-
k
-.
41=
OPI -5004
GPI -5000
► A
v
PRODUCT RENEWED
ineomplgtOgwhh Um170Y1d•
BahlfasCado
Fngr DR. FWtoOq
FLA. sTRucniess PE p Sass
C 0 4
SOODUTHFLORIDAt'autumn O ODE THE
Dat III a 497
4 Q 0
�•, -5000
/gyp,{'•
DV L/ �. �.'
OGULT ITBOL DIVISION
BUILDING CODE COISPLWICE NOCE
ACCEPTANCE N0. Q' 1- 021)5 Q?
• rawmg II��no.
97 -02
•
/ /
I /� /.trT // ��i�� /�/ A mBlo •.'"...•,•21 v..':
// /
A OR B „ �
(sheet 2 of 4 1
T9 1 -3/4” x 4" FLUSH GLAZE SYSTEM
26 35 45 CO 6s
MULLION SPACING - INCHES
•
m 1 -3/4" x 4" FLUSH GLAZE SYSTEM
GPI-SP1P12
NO
'' GPI-SE1�O 42ITN
REINFORCING
INTERMEDIATE HORIZONTALS
m
m
, NO
MOIMINIIMI
LIIMMILIEINIU
ND7
- 1■,,,\,■
I
Iii
OIEINIIININIM
it
,I,,,,'.
ENIIM
ILINIMMIE
„-.,,
■EEIN.
OEM
T i
L
,
MININIONO
0,
MOM
ON
■EISINNI
ON
SPAN
a `,1•"��ESPAN
,.".,
-EI--'.
`._
lEIIIIEINNI
,NI.�M.
n
IM„'ta`
r -..
OM
MNI.`
O.
OEM
o „'INM"1111116,
,L INOOMIEN
NI`t\M.
NEM OWN
_
. ,,,IIII`��
T.
Mk
MS
lall
26 35 45 CO 6s
MULLION SPACING - INCHES
•
m 1 -3/4" x 4" FLUSH GLAZE SYSTEM
76 25 30 40 00 66+
MULLION SPACING - INCHES
76
1-3/4" x 4" FLUSH GLAZE SYSTEM 1 -3/4" x 4" FLUSH GLAZE SYSTEM
GPi-SE1m2
ND REINFORCING
+ GPI-SP1ig5 4PiRN
INTERMEDIATE HORIZONTALS
CPI-SD&
. DPI-5P1PIU 4PJTY
INTERM£OIATEGHORIZONTALS
-,
MOIMINIIMI
LIIMMILIEINIU
ND7
- 1■,,,\,■
I
Iii
OIEINIIININIM
it
,I,,,,'.
ENIIM
ILINIMMIE
„-.,,
■EEIN.
OEM
EIMISIIMMIIINMIN
MININIONO
0,
MOM
MOWER
ON
a `,1•"��ESPAN
,.".,
`._
lEIIIIEINNI
,NI.�M.
n
IM„'ta`
OM
O.
OEM
o „'INM"1111116,
INI.,
NI`t\M.
NEM OWN
■■.'SI„■'
76 25 30 40 00 66+
MULLION SPACING - INCHES
76
1-3/4" x 4" FLUSH GLAZE SYSTEM 1 -3/4" x 4" FLUSH GLAZE SYSTEM
GPi-SE1m2
ND REINFORCING
+ GPI-SP1ig5 4PiRN
INTERMEDIATE HORIZONTALS
VITH
imi,
VITH SNTC- RMEOLAT6 HORIZONTALS
MOIMINIIMI
LIIMMILIEINIU
NO
,,,,N„■.,NO■
Iii
,.-.,,
it
,I,,,,'.
ENIIM
„-.,,
■EEIN.
EIMISIIMMIIINMIN
„OINO„Ei,
,„■„EN,.
INseOMOINNI►
MICRO
MOM
imam
a `,1•"��ESPAN
lEIIIIEINNI
,NI.�M.
n
IM„'ta`
,M,BI.■
o „'INM"1111116,
ISTEMINIINIO
25 20 46 5S 66
MULLION SPACING - INCHES
76
2
a
5
20 70 45 55 66
MULLION SPACING - INCHES
75
NDLL
SPAN
MULLION SPACING
NO INTFRMFDIATF HORI7ONTAI
NULL
SPAN
MULLION SPACING
WRH INTFRI EDIATF HORIZONTAI S
PRODUCT RENEWED
6b- .©74 -ro "D D4
ACCG•PPANCENa nA PE / tssSY'
• TlON DATE f'4141��„� /- 2 °3'
By
CONTROL
CODE COMPLIANCE
DEC
•
• • •
•• •
•
La
0
•0.•
• •
•55•
••••
• N
••••
•
4100. 00.11
• • • •
•00• •000
-•:1?:
. ••••
•
00 60 041110
•
APPROVED AS COMPLYING WITH THE
SOUTH FLORIDA BUILDING CODE
Nay -s immirrer19
PRGOUC 1TRW. DIM ON LJ
BUILDING CODE CODIPEIANCE.AWICE
ACCEPTANCE ND.q /-626.< ©'Z
roww ng no.
97-02
tenant 3.of 4 )
GPI -9C7d2 * GPI -S��B
VITI4 REINPORGING
4�RY
imi,
VITH SNTC- RMEOLAT6 HORIZONTALS
MOIMINIIMI
LIIMMILIEINIU
NO
,,,,N„■.,NO■
,.-.,,
it
,I,,,,'.
ENIIM
„-.,,
■EEIN.
EIMISIIMMIIINMIN
„OINO„Ei,
,„■„EN,.
INseOMOINNI►
MICRO
MOM
5
20 70 45 55 66
MULLION SPACING - INCHES
75
NDLL
SPAN
MULLION SPACING
NO INTFRMFDIATF HORI7ONTAI
NULL
SPAN
MULLION SPACING
WRH INTFRI EDIATF HORIZONTAI S
PRODUCT RENEWED
6b- .©74 -ro "D D4
ACCG•PPANCENa nA PE / tssSY'
• TlON DATE f'4141��„� /- 2 °3'
By
CONTROL
CODE COMPLIANCE
DEC
•
• • •
•• •
•
La
0
•0.•
• •
•55•
••••
• N
••••
•
4100. 00.11
• • • •
•00• •000
-•:1?:
. ••••
•
00 60 041110
•
APPROVED AS COMPLYING WITH THE
SOUTH FLORIDA BUILDING CODE
Nay -s immirrer19
PRGOUC 1TRW. DIM ON LJ
BUILDING CODE CODIPEIANCE.AWICE
ACCEPTANCE ND.q /-626.< ©'Z
roww ng no.
97-02
tenant 3.of 4 )
(sheet 4 of 4 )
in
ANCHORS TYPE A
ANCHORS TYPE A ANCA1
C11 ] ANGHDR AT EA. SIDE OF MULL
\1► \ \`1 ► \111 NM
\\\ \1111i■
Wm
„►".,�`'
lie
,7;
MUL
En
Rs'
NINE
MINIM&
■„".ki
ME
,\
."'1110.
"111,.,,
EIBEISMIN
EllMard
MIMMIMMII
-
11111111111111,2111111
NNW
El
ANCHORS TYPE A
(2) ANCHORS AT EA.
SIDE OF MULL ANCA2
M■
■■,,,IE!7
■MIM,,
'MI
m
,
`M,`'
MatailliEll
.■`r"'A■
.
n_
111000151111
EA.�
`��=
ANCHORS TYPE B
Cl] ANGHDR AT
SIDE OF MULL
••
25 35 45 55 65
MULLION SPACING - INCHES
5
LL r+
a-
la
❑rl
•
zm
0 D'
t.O
.n
25
ANCHORS TYPE A
IIIENNIMMEMEE-
\1► \ \`1 ► \111 NM
\\\ \1111i■
Wm
„►".,�`'
Rs'
MINIM&
■„".ki
ME
,\
."'1110.
EIBEISMIN
EllMard
-
11111111111111,2111111
NNW
El
ANCHORS TYPE A
(2) ANCHORS AT EA.
SIDE OF MULL ANCA2
M■
■■,,,IE!7
V000 BUCKS NOT BY GOPI
MUST SUSTAIN LOADS
UMDSED BY GLAZING SYSTEM
35 45.
... 56 '7„766 7"75
MULLION SPACING - INCHES
DESIGN LOAD - PGF
ANCHORS TYPE B
I
,",M.'■EEMI
7i :
IMIN►\ \t\\��
Rs'
MINIM&
ME
-
11111111111111,2111111
_
■■,,,IE!7
'MI
m
MatailliEll
.
n_
111000151111
EA.�
`��=
ANCHORS TYPE B
Cl] ANGHDR AT
SIDE OF MULL
••
25 35 45 C5 • 6S
MULLION SPACING' - SNIPES
RRODUer1a.1 tAnD
PRODUCT RENEWED
ACCEPTANCE Na 09 77Zb • la
64f/2003
BY
CONTROL
fl r +:•G CODE CO.MPLIAiNCE."'�.
•
O
i
w
S
•••7151
•
raztlesbirs woos ••••
•
••••
• •
••••
••••
ANCHOR C) 1/4. 0 TAPCONairal�BUCK D(r j NRY
1 -1/4' MIN. MENT
ANCHOR 08 1/4' 0 TAPCON •
1 -1/2' 1/NI MUM B • • • •
TYPICAL SPACING AT 6- FROM CORNER! •
AND 13' O.C. MAX. • • ••••
• • •
•• •
Engn DB. NUM4YDUK FANDD0
STNUCNRES
FLA., PE I 18947
••• •
• •
••
APPROVED A8 COMPLYING WITH TUE
SOUTH FLORIDA BUILDING CODE
OAT' R 192' .
ar
� (�'�U - ' • ' 90L 11IVISiBN
BUILDIHO CODE COMPLIANCE OFFICE
ACCEPTANCE NO (4'1-n_S•Q2•
o
oalB
U a
In n'
(IA •
acig
•
••••
drawing no.
97-02
NMCIEETM
APR 0 4X007
BY: qZc
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DMSION
NOTICE OF ACCEPTANCE (NOA)
Florida Storm Panels, Inc.
14475 N.W. 26th Avenue
Opa- Locka, Florida 33054
• • •
•
..
..
...
..
..
•
• • •
• ....
.... •
... •
. .
• • ...
• • ..
• .
....
MIAMI -DADE COUNTY, FLORIDA
MUl .O -DADE FLAGLER BUILDING
140 PV$STAAGLER STREET, SUITE 1603
• • • • . • MIAMI, FLORIDA 33130-1563
(305) 375 -2901 FAX (305) 375 -2908
.... • ..
• •
.. .. •
• •
•
•
..... S.
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 ,IZQA ,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 ART 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 High Velocity Hurricane
Zone of the Florida Building Code.
DESCRIPTION: 0.029" (min.) Galvanized Steel Storm Panels Shutter •
APPROVAL DOCUMENT: Drawing No. 02- 868 -111, titled " 22 ga Galvanized Steel Storm Panels ", sheets 1
through 4 of 4, prepared by Frank L. Bennardo, P.E., dated November 18, 2002, last revision dated January 02,
2003 bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and
approval date by the Miami -Dade County Product Control Division.
MISSILE IMPACT RATING: Large and Small Missile Impact
LABELING: Each panel shall bear a permanent label with the manufacturer's name or logo, city, state and the
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 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 consists of this page 1 as well as approve r�c ej t'�ne�ito ed above.
The submitted documentation was reviewed by H
NOA No 02- 1120.02
Expiration Date: 01/23/2008
Approval Date: 01/23/2003
Page 1
MARKING --i 1315' r 22ga: t =0.029'
4 (LOCATION OPTIONAL) ` GALVANIZED
P. r 1312' r
�
t I I
/ 1.1 1-L151'- l 1.18 ►• -1 F- 1.781'
BAac
-
• • •• •
• •
• • • •
1315' r PRODUCT 4MGON4 • i •
(LOCATION OPTIONAL)
.1.000' r-- 2.062'
• •
• •
•••
• •
• •
•• ••
• • • •
• •
• •
• •
•
•
•
•
•••
'44-20
S.S. STUD-
E
12500' PANEL COVERAGE
14.438• PANEL LENGTH
STORM PANEL
0MIN
MAN
i 0325111 L500' '
TYP. MAX
® STUDDED ANGLE ® SUILDOUT /CLOSURE ANGLE
0
0125•
TYP.
.• ROLL BAOc
-I 13n r
••• 15,, • •••T
klr
g�.0
• 62
I1.181• -i
•
II Imo• MINE I
5.000' MAX
GENERAL NOTES:
1. THIS SHUTTER SYSTEM HAS SEEN DESIGNED AND
TESTED AS A LARGE MISSILE IMPACT PROTECTIVE SYSTEM IN
ACCORDANCE WITH THE FLORIDA BUILDING CODE 2001 AND
PROTOCOLS TAG 201 FOR LARGE MISSILE IMPACT. TAS 202
FOR UNIFORM STATIC AIR PRESSURE AND TAS 203 FOR
CYCLIC WIND LOADING.
2. NO 333`- INCREASE IN ALLOWABLE STRESS HAS SEEN
USED IN THE DESIGN OF THE ANCHOR SPACING TABLES.
3. POSITIVE AND NEGATIVE'DESIGN PRESSURES TO BE
USED WITH THESE DRAWINGS SHALL BE DETERMINED BY
OTHERS ON A JOB - SPECIFIC BASIS IN ACCORDANCE WITH THE
GOVERNING CODE. WI-EN ASCE 1 -98 IS USED TO CALCULATE
PRESSURES FOR USE U.ITI4 THIS PRODUCT, THE USE OF A
DIRECTIONALITY FACTOR Kd *085 15 ALLOWED.
4. THE S1-RITTER SYSTEM DETAILED HEREIN IS GENERIC
AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE.
IF SITE CONDITIONS DEVIATE FROM THE CONDITIONS
DETAILED HEREIN. A LICENSED ENGINEER OR REGISTERED
ARCHITECT SHALL•PREPARE SITE SPECIFIC DOCUMENTS TO
BE USED IN CONJUNCTION WITH THIS DOCUMENT.
5. PERMIT HOLDER SHALL VERIFY THE ADEdIACY -OF THE
• EXISTING STRUCTURE TO WITHSTAND ADDITIONAL IMPOSED
LOADS.
6. STORM PANELS SHALL 13E 22ga STEEL (GALVANIZED
THICKNESS t=0.029' MIPU CONFORMING TO ASTM A653,
STRUCTURAL QUALITY, GRADE 80, G-90 GALV- COATING WITH A
MIL Fy =92.0 K51. ALL EXTRUSIONS SHALL BE 6063 -T6
ALUMINUM ALLOY. UN.O.
1. PANELS SHALL BE PERMANENTLY LABELED WITH A
MINIMUM' OF ONE MARKNG PER PANEL AS FOLLOWS:
FLORIDA STORM PANELS, INC.
OPA- LOCKA, FLORIDA
MIAMI -DADE COUNTY PROD. CONTROL APPROVED
8. STORM PANELS HAVE BEEN DESIGNED AND TESTED TO
T:E
MAXIMUM M SPANS AND LOADS SHOWN ON THESE
DRAWINGS. REFERENCE CONSTRUCTION TESTING
CORPORATION (CTC), OF MIAMI. FL. TEST REPORT No. 02 -041 •
10. TOP t BOTTOM DETAILS SI -ICUN MAY BE
INTERCHANGED AS FIELD CONDITIONS DICTATE. PANELS MAY
BE MOUNTED HORIZONTALLY WHERE APPLICABLE. EXCEPT
FOR MOUNTING CONDITIONS INCLUDING 'H' OR 'U' HEADERS.
II. ALL BOLTS • WASHERS SHALL BE ZINC COATED.
GALVANIZED OR STAINLESS STEEL WITH A MNIMUM TENSILE
STRENGTH OF 60 RC51.
0062'
• • • • • •• I••• •l0 .250•
• I� 1181'H
• • • •
4)'4• HEADER
•• is • • • • ••• ••
•
1 tega TYP
ft Ct = 00516'
GALV STEEL.
GRADE 50)
I 100' MIN. I
5.000' MAX
O J -PAN CLOSURE
It 2.043'
- 1815'
0.093
0.015
et
JJ-
av
.063'
I- 1.931' --1
O TOP '14' TRACK
0.0X6
al
l II
Leer
14 BOTTOM 'H' TRACK
TYP
03 � �
050' 0
r
0-; -r m02
I 0
r2 '7
r .
m
sv
0388'-
--{ 33 15' MAX. 0.191'-' j
0315iir 41315' i I
I 0.189'.
1090
W n 0320' TTr
0500' T 0.410• iF --O'•
0.650 �,
® 'U' HEADER ® BUILD- a!T.'F• TRACK ® 'F' TRACK
400' 'IyS.a�
1.000; ia030T ' I 1.0 25• I I `EW
�s0• 412 ad�
m
\ - -6
50' 000 0.150' 0.063' n
865' t = 0.015' MIN.. TYP j
II KEYHOLE WASHER ®LIEVP DEEP TTPICdL 11111 STEEL GRADE
REWIRED
&CY FOR OBE BETH TRhJG ..
MEAD ANOIDR3 • CALK -IN,
0.215'
F0.452'
r- hs5'
7llt}
1.181'
WIDTH UNLIMITED
(PEW. TO PANEL SPAY()
TOP MOUNT
(CONY TYPE
AS REOD)
TYP. SECTIONS
OWASHERED WINGNUT
I0 (ZAMAC 3 ALLOY)
261' I 5313'
g• 3 49'
1.935'
J •
0.063
1.0:053'
0.125'
0.063'
0
® TOP 'U'. TRACK
4-20 S.S. SIDEWALK
OR MACHINE BOLT I
WASHERED WINGNUT •
24' O.C. TYP.
�EXISTING
WIIDOW
IS GA. GALV. STEEL
BENT PLATE (0.0415'
MM. THK) OR 2'x2'x)25'
6063 -T6 ALUM. ANGLE
-1 4' MAX
® CORNS -R CLOSURE DETAIL
OVERLAP WALL BEYOND WINDOW DISTANCE
GREATER THAN OR EQUAL TO IS TIMES
BUILD -OUT DISTANCE (2001 FBC SECT. 2413.73)
BUILD-OUT
DISTANCE
EXISTING
CONCRETE.
HOLLOW
BLOCK OR
UfOO
FRAMING.
ALUM. ANGLE ® J -PAN CLOSURE
PIECE Q9 (SEE DETAILS ABOVE).
LEG DIRECTION MAY BE REVERSED
FASTENER o IS' O.C. FOR DESIGN
LOADS LESS THAN OR EQUAL TO
81psF (SEE ANCHOR SCHEDULE FOR
ANY ACCEPTABLE. ANCHOR). FOR
DESIGN LOADS GREATER THAN
S1par,USE ALUM ANGLE CLOSURE
PIECE ONLY WITH ANCHORS o 10' O.C.
OBUILD -OUT MOUNT CLOSURE DETAIL
N.T.S.
y
025'
MAX
EXIST. CONC.
HOLLOW BLOCK
OR WOOD FRAMING.
100©'
/r
2.00'
MIN.
/W
F
W
1.93`1•
0..163' 0.063' I
V
r0.125' 0053•
.4
1 0.093' -11- I � I
5313' 0.093'
16 BOTTOM 'U' TRACK
BOTTOM PIOUNIT (CONN
TYPE AS RECD)
A TYPICAL MOUNT ELEVATION
N.T8.
E> ISTNG CONCRETE. HOLLOW
BLOCK OR WOOD FRAMING
-O WALL MOUNT CLOSURE DETAIL
D N.T.S.
TOP PIO NT (COMI
TYPE AS RECYD)
OPTIONAL '4 -20 STITCH
BOLTS WITH WASIERED
WINGNUTS FASTENED o
OVERLAPS • 1'UDSPAN
(USE APPROPRIATE
SPAN TABLE)
PLAN VIEW
Rojo•
1
MAT OE AT
TOP • COTTOM
0W PI
EDGE DIST.
LAST PANEL TYPICAL PANEL A90VE
BEFORE PANEL O StRICT10N
OBSTRUCTIONS M-AP
BOTTOM MOUNT CCTIN
TYPE AS RECD) ✓
ALUM. ANGLE ® OR J -PAN CLOSURE
PIECE 9® (SEE DETAILS ABOVE).
LEG DIRECTION MAY BE REVERSED.
o-
BOTTOM 3 Z 1
r4 NIT i o
(C()N•I TTFE p
AS RECD
TOP NOWT.
mow-TYPE 9
AS RECD) U
a
a O
PANEL BELOW
OBSTRUCT/04
TYP. PANEL OVERLAP
OPTIONAL . -20 STITCH BOLTS WITH WASIERED
WINGNftS FASTENED • OVERLAPS o PUDSPAN
(USE APPROPRIATE SPAN TABLE)
S TYPICAL MOUNT ELEVATION AROUND OBSTRUCTION
B N.TS.
0100'
OVERLAP
N. MINII JM
FASTENER • IS' OL. FOR DESIGN LOADS
LESS THAN OR EQUAL TO Sips( (SEE
ANCHOR SCHEDULE FOR ANY ACCEPTABLE
ANCHOR). FOR DESIGN LOADS GREATER
' ' THAN S1paa. USE ALUM ANGLE CL0511RE
EMBED PIECE ONLY WITH ANCHORS S 10' OC.
TRAP MOUNT CLOSURE DETAIL
u N.T.S.
025'
MAX
EXISTING
CONCRETE,
HOLLOW
BLOCK OR
WOOD
FRAMING
AppIIIV2d 8S EattplY"'E TI:'l1h the
Florida Bnl Iflg C o 03
13de 0 /c,0 �-
[s1>7ttJRF b'G,� 117-0. O�
Wand D£de PratlUd Caard
13ih
BY
.FRANK L. E). IARDO, P=.
'PE0046549
O w
ZZ
Z W
W TV
Z
- J
Nin
ZtO
t0
I1_
4 4 r4 O Q
M-1 0 ‘,
01 C( z
-±- 5 ? W
ILLr8 Z
W Z X W w
X 6 LL
1. 0
14 1 Z
m
� 4� J �
,• n
B E
0w
N Q
▪ E
40
VlW
CV
� .W
j)
I VISIONS
DESCRIPTION DATE
=NTT CQT¢NTS
40.03
SCALE: 3• = I•
DRAWN SYc CL
LHC{.KED pT : FLB
PRIM- DATE: 11/18/02
DWG •: 02- 868 -111
SN�F.T:
I OF '4
i
rill
I!
I "• MAX ,e, .
.
GAP
'/' LOTR
Cy]
BOTTOM MOUNT CCTIN
TYPE AS RECD) ✓
ALUM. ANGLE ® OR J -PAN CLOSURE
PIECE 9® (SEE DETAILS ABOVE).
LEG DIRECTION MAY BE REVERSED.
o-
BOTTOM 3 Z 1
r4 NIT i o
(C()N•I TTFE p
AS RECD
TOP NOWT.
mow-TYPE 9
AS RECD) U
a
a O
PANEL BELOW
OBSTRUCT/04
TYP. PANEL OVERLAP
OPTIONAL . -20 STITCH BOLTS WITH WASIERED
WINGNftS FASTENED • OVERLAPS o PUDSPAN
(USE APPROPRIATE SPAN TABLE)
S TYPICAL MOUNT ELEVATION AROUND OBSTRUCTION
B N.TS.
0100'
OVERLAP
N. MINII JM
FASTENER • IS' OL. FOR DESIGN LOADS
LESS THAN OR EQUAL TO Sips( (SEE
ANCHOR SCHEDULE FOR ANY ACCEPTABLE
ANCHOR). FOR DESIGN LOADS GREATER
' ' THAN S1paa. USE ALUM ANGLE CL0511RE
EMBED PIECE ONLY WITH ANCHORS S 10' OC.
TRAP MOUNT CLOSURE DETAIL
u N.T.S.
025'
MAX
EXISTING
CONCRETE,
HOLLOW
BLOCK OR
WOOD
FRAMING
AppIIIV2d 8S EattplY"'E TI:'l1h the
Florida Bnl Iflg C o 03
13de 0 /c,0 �-
[s1>7ttJRF b'G,� 117-0. O�
Wand D£de PratlUd Caard
13ih
BY
.FRANK L. E). IARDO, P=.
'PE0046549
O w
ZZ
Z W
W TV
Z
- J
Nin
ZtO
t0
I1_
4 4 r4 O Q
M-1 0 ‘,
01 C( z
-±- 5 ? W
ILLr8 Z
W Z X W w
X 6 LL
1. 0
14 1 Z
m
� 4� J �
,• n
B E
0w
N Q
▪ E
40
VlW
CV
� .W
j)
I VISIONS
DESCRIPTION DATE
=NTT CQT¢NTS
40.03
SCALE: 3• = I•
DRAWN SYc CL
LHC{.KED pT : FLB
PRIM- DATE: 11/18/02
DWG •: 02- 868 -111
SN�F.T:
I OF '4
i
t •
EMBED
c3 CONNECTION TYPE
REFERENCE ANCHOR
SC$EDU.E T3 FOR MAX.
SPACING •
SHORT LEG MAY BE. a
REVERSED TOWARD
THE OPENING • •
0500 EO EO •
• • •••
•• •• •
• • • • • •
• • •
• • •
• • •••
• • • •••
• • S. •• •
• • • • • • • • •
••• • • •
• • • • •
• • • • •••
CI
=le TEK SCREW OR
14 -20 MACHINE
SCR=W4 NUT •16'
o.C. (TYP ALL Set
COPINCCTIONS
EXISTING
GLAZING
'REQ'D SEPARATION
FROM GLASS
(REF. TABLE TV
o-
w D
EXISTING
CONCRETE.
HOLLOW BLOCK
OR WOOD
FRAMING (SEE
ANCHOR
SCHEDULE 13
BASED ON TYPE
OF STRUCTURE)
0500' O
■f' rii�i= -T O
1/4 -20 X 3' ss.
C2 Ca lECTION TYPE t SCREW
REFERENCE ANCHOR
SCHEDULE 13 FOR MAX.
SPACING
OBUILD -OUT MOUNT SECTION
G
N.T.S.
CI CONNECTION TYPE
ANCHORS TO BE AT 125' OR 625' O.C.
(REFERENCE ANCHOR S,#EDULE 13
FOR MAX SPACING). USE REMOVABLE
ANCHORS ONLY
EDGE
DUST,
EXISTING CONCRETE. HOLLOW
BLOCK. OR WOOD FRAMING.
SEE ANCHOR SCHED. BASED
ON TYPE OF STRRUCTURRE.
EXISTING
GLAZING .
REEQ'D'SEPARATION
FROM GLASS
(REF. TABLE T2)
EXISTING
CONCRETE.
HOLLOW BLOCK
OR WOOD
FRAMING. SEE
ANCHOR 5C& D.
EASED ON TYPE
OF STRUCTURE
44 -20 x 32' S.S. MACHINE
SCREWS C I2.5 O.C.
G2 CONNECTION TYPE
REFERENCE ANCHOR
SCHEDULE 13 FOR
MA)(. SPACING
F TRACK/DIRECT MOUNT SECTION
N.T.E.
EXISTING CONCRETE.
HOLLOW BLOCK OR
WOOD FRAMING. SEE
ANCHOR SCHED.BASED
ON TYPE OF STRUCTURE
OWALL MOUNT SECTION
NIA.
EMBED.
EXISTING CONCRETE. HOLLOW
BLOCK OR WOOD FRAMING.
sEE ANCHOR SOWED. BASED
ON TYPE OF STRUCTURE.
C3 QaElfsCTIO.V TYPE
REFERENCE ANCHOR
SCHEDULE T3 FOR
MAX. SPACfi1G
0.500•
%.1d)
w0
0250'
EXISTING.]
GLAZING
w�
w0
025'
EMBED.
44 -20 X '2' 55.
MAC14NE SCREW W!
WINGNUT 5125'
•
02 CONNECTION TYPE
REFERENCE ANCT-OR
SCHEDULE T3 FOR MAX
SPACING
EXISTING CONCRETE. HOLLOW BLOCK
OR WOOD FRAMING. SEE ANCHOR
SCHED..BASED ON TYPE OF STR CTUM.
G4 CONNECTIO4 TYPE
ERENCE ANCHOR
SCHEDULE T3 FOR MAX
SPACING
MAXIMUM ALLOWABLE
Load
W (ps°
No Stitch
Bolts
L, (ft)
Stitch Bolts
At Midspan
l-MAX (ft)
25
10' - 7"
10' - 7"
30
10' -5"
10' -5"
35
10' -0"
10' -0"
39
9'- 9"
9'- 9"
40
9 -8"
9' -8"
45
9' -4"
9' -5"
49
8' -11"
9' -3"
50
8' - 10"
9' - 2"
55
8' - 5"
8' - 11"
58
8' - 2"
8' - 10"
60
8' -1"
8' -9"
65
7 - 9"
8' - 3"
70
7 - 6"
T - 8"
72
T -4"
T -6"
75
T -2"
T -2"
80
6 - 9"
6 - 9"
90
6- 0"
6' - 0"
100
5 -4"
5 -4"
110
4' - 10"
4*- 10"
120
4'- 6"
4'- 6"
130
4'- 1"
4'- 1"
T2
MINIMUM SEPARATION
Positive
Load (psf)
Span
Less
Than:
Separation
(inches)
at <= 30'
Separation
(inches)
at > 30'
6' - 0"
2.75"
1.22"
30
8' - 8"
2.75"
1.94"
10' - 5"
3.00"
3.00"
6' - 0"
2.75"
1.25"
35
8' - 8"
2.75"
2.10"
10' - 0"
3.00"
3.00"
6' - 0"
2.75"
1.29"
40
8' - 8"
2.75"
2.26"
9' - 8"
3.00"
3.00"
6' - 0"
2.75"
1.32"
45
8''- 8"
2.75"
2.41"
9' - 4"
2.92"
. 2.92"
6' - 0"
2.75"
1.36"
8' - 10"
2.75"
2.73"
6' - 0"
2.75"
1.43"
8' - 1"
2.75"
2.44"
70
6' - 0"
2.75"
1.51"
7' - 6"
2.75
- 224
SPAN SCHEDULE NOTES: TABLE T2 NOTES:
L ENTER SPAN SCHEDULE WITH NEGATIVE DESIGN
LOAD TO DETERMINE MAXIMUM ALLOWABLE STORM
PANEL SPAN. SCHEDULE IS ACCEPTABLE FOR USE
WITH POSITIVE LOADS LESS THAN OR EQUAL TO
NEGATIVE DESIGN LOADS.
2. INTERPOLATION BETWEEN LOADS IS
ACCEPTABLE. OTHERWISE USE NEXT HIGHER LOAD.
EXISTING WOOD TRUSSES
• 24' O.G. MAX.
I. ENTER SPAN SCH=aULE WITH POSITIVE DESIGN
LOAD TO DETERMINE MINIMUM ALLOWABLE STORM
PALL SEPARATION FROM GLASS OR DOOR TO BE
PROTE(.1tU. SCHEDULE IS REQUIRED FOR USE WITH
POSITIVE LOADS ONLY.
2. INTERPOLATION BETWEEN LOADS IS
ACCEPTABLE. OTHERWISE USE NEXT HIGHER LOAD.
EMBED
EXISTING
GLAZING
-
REED SEPARATION
FROM GLASS
(REF. TABLE T2)
44- 20x32'5.5.
MACHINE SCREWS
0 125' O.G.
LEG DIR,
MAY BE'
REVERSED'
025'
J W
4a
Ow
W w
Al
X Z
JIL
EXTERIOR
WALL FINISH
STEEL TUBE TO BOTTOM TRUSS
CHORDS W/ (3)14'3:2' EMBED
LAG SCREWS o EACH TRESS
(24' O.C. MAX)
4'xti2'x0.041S- MN STEEL TUBE
'U. HEADER TO ROLLED STEEL TUBE W/ CENTER
LAG (AS DESCRIBED ABOVE) s TRUSSES 4'14
511.5 TO PLATE O 6' O.C. BETWEEN TRUSSES
CEILING/FLOOR MOUNT SECTION
KTS.
CONN^cTI0N TYPe
REFERENCE ANCHOR
SCHEDULE 13 FOR MAX.
SPACING
EXISTING
GLAZING
iEQ D SEPARATION
FROM GLASS
(REF. TABLE 12)
OTRUSS MOUNT SECTION
N.T.S.
EXISTING CONCRETE. HOLLOW
BLOCK OR WOOD FRAMING,
SEE ANCHOR SO-ED. BASED
ON TYPE OF STRUCTURE.
Lmax = 8' -0' (MAX SPAN)
MAX DESIGN LOAD = :60 psr
ALUM OR GALV STEEL SPACER
AS REQ D.
EXISTING
GLAZING
OOFFSET WALL MOUNT SECTION
3CT 5.
Cl CONNECTION TYPE
ANCHORS TO BE AT 125' OR
6.2S' O.C. (REFEFL=NCE
ANCHOR SCMEDULE 73 FOR
MAX. SPACING). USE
!Z =MOVABLE ANCHORS ONLY
EXTERIOR WALL FINISH.
PROTRUDING FROM
MOUNT ING.SU RACE
0Q
Uz
_NZ
E
W
Z
z
W
LL
u.' J
ac
U
Z
W
Z
Z }m
J
u
1[_ C N
O D. 0
V/ Z
0
11
REVISIONS
D =SORIPTION
cowry CQ'!>EMT5
DATE
I/L03
SCALE: 3' = 1'
DRAWN BY CL
(.HC(.K-0 $Tv FLB
PRFN I PAM: II/I8/02
DUG =c 02_868 -III
5NEET:
2 OF 4
■
PENETRATION
OR EMBED.
r '
W4I1L
REOD GLASS SEP.
D15T. (SEE TABLE
EXISTING T2 FOR MINIt IA 1)
GLAZING
• • ••• • • • •••
• • •
• • •
EXISTING CONCRETE. • S •
HOLLOUJ BLOCK OR
WOOD FRAMING. SEE
ANCHOR SCHED. BASED
ON TYPE OF STRICTURE. •
• • •
C.ONNEGTI � • • • •
•
R EFERENCE •
R •
SCHEDULE T4 FOR • •
MAX. SPACING
0500'
•• •
—f • •
B'Q• • •
rR� •• • •
{
1
Z
—I
C
of �OW
sEI
�CL
0
• n,iTlilIAL INTERIOR MOUNT INSTALLATION DETAILS
EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING.
iFEE.6NCHOR Sr D. BASED ON TYPE OF STRUCTUIE.
CI CONNECTION TYPE
REFERENCE ANCHOR
SCHEDULE T4 FOR MAX.
SPACING
EXISTING
CONCRETE.
HOLLOW BLOCK
• OR WOOD
FRAMING. SEE
ANCHOR SCHED.
BASED ON TYPE
OF STRIC1Ur
OWALL 1'1OUNT SECTION
WALL MONT TRACKS. N.T.S.
0.500•
6 CONNECTION TYPE
REFERENCE ANCHOR
SCHEDULE T4 FOR
MAX. SPACING.
EXISTING CONCRETE. HOLLOW BLOCK
OR WOOD FRAMING. SEE ANCHOR
SCHED. BASED ON TYPE CF STRUCTURE.
/LEG MAY BE BENT
TO 30deg MAX
EXISTING
GLAZING
L365•
1.365•
EXISTING
GLAZING
CO CONN TYPE
REF. ANCHOR
SCHED. T4 FOR
MAX. SPACING
REQ'D GLASS SEP.
DIST. (SEE TABLE
T2 FOR MINIf AAM)
PT CONN TYPE
REF. ANCHOR SCNED.
T4 FOR MAX SPACING
1365'
OWADER/SILL MOUNT SECTION
TRAP MaNT TRACKS ON ANGLE. KTS. -
MAY 5E BENT
TO 30deg MAX
N
CEILING/FLOOR MOUNT SECTION
TRAP MOUNT TRACKS. N.TS.
CONNECTION TYPE
REFERENCE ANICNOR
ewe E T4 FOR MAX.
SPACING
PENETRATION
OR EMBED.
wo
EXISTING CONCRETE HOLLOW
BLOCK OR WOOD FRAMING.
SEE ANCHOR SCHED. BASED
ON TYPE OF STRUCTURE.
ii .41. C5 CONNECTION TYPE -7 _L00•
MAx
REFEREE ANCHOR
SCHEDULE T4 FOR
MAX. SPACING
GLASS
SEP. D1ST.
(SEE TABLE 72
FOR MINIMUM)
EXISTING
CONCRETE.
HOLLOW BLOCK
OR WOOD
FRAMING. SEE
ANCHOR SCHED.
BASED ON TYPE
OF STRUCTURE
EXISTING
GLAZING
V
EMBED.
•
0500'
DIRECT WALL MOUNT SECTION
BOTTOM DIRECT. WALL tiara
(IWF. DETAIL 'S'7,
0
OHEADER TRACK ISOMETRIC
TOP TRACK N.T.S.
CLIP LOCKS
END PANEL
FLUSH AGAINST.
TOP TRACK
(I)•HEADER END CAP
• END W/ (2) X14 5M5
TO TRACK
(I) 1'x2'x0_092'xP/s'
ANGLE s END W/ (2)
•14 Sr* TO TRACK
TOP 'H' -TRACK OR
TOP 'U' -TRACK
(FASTEN TO
STRUCTURE PER
SECTIONS TO LEFT)
OPTIONAL PLASTIC KNOB,
TO EASE•PANEL SLIDING
(NCIN-STRJCTURAL, SEE
DETAIL TO LEFT)
1•x030' PERFORATIONS
•
AT MIDSPAN FOR USE
WITH REMOVABLE
HANDLE AND /OR
PLASTIC KNOBS
/ BOTTOM •
-OR BOTTOM TRACK
TRACK (FASTEN TO
STRUCTURE PER
• DETAILS M, N 10
TO LEFT)
R SILL TRACK ISOMETRIC
BOTTOM TRACK, N.TS.
Approved as cooeplying with the
Florida In e
Daft 61 ts/ 003
NOM n2, -tMMa• o7
Miami Dade Product '
Division
itr
OPTION A: (3) Iia'
ELCO PANELMATES
AT BOTTOM OF
ADJACENT PANEL
FASTEN EACH PANEL ADJACENT TO LAST
PANEL • BOTTOM W/ (2) ELCO PANELMATES
I (1) POWERS CALK -IN. ALTERNATIVELY,
USE (3) PANELMATES AND NOTCH BOTTOM
CORNERS OF LAST PANEL TO FIT OVER
INNERMOST ANCHORS.
I 6' MAX
TYPICAL
6' MAX
TYPICAL
(2)'4 -20 SS.
STITCH BOLTS
W/ WINGNUTS I
EACH.SIDE OF
LAST PANEL I
OPT. A: 2'x2' MAX. NOTCH IN
LAST PANEL 'AROUND WNGNUT
ODIRECT WALL MOUNT EXTERIOR ELEVATION
BOTTOM DIZ.CT WALL MO1NT
(1mF. DETAIt 'Mt KT .5.
C.4
712 EE
11(471 Qz
IIILL dt Qz
- • Z X W z
X0LLZ�
LL
• 41
O • 4 �
Z u..
u - _j
'4-• 0 a
'T1 e
OPTION B: (2) r "a'.ELCO
PANELMATES AT BOTTOM •
OF ADJACENT PANELS
OPT B: (I) K4 -20 PPI)ER S
CALK -IN, CLOSEST TO LAST
PANEL (NO NOTCH REO'D)
REVISIONS
DESCRIPTION
couerr corteas
DATE
KAW
SCALE: • _ • (UN.O.)
`'.AWN 5Y: CL
(..HEGKL`LJ bT : FLB
Pr1NT DAIS: IVI$/02
DNk.'- •: 02 -565 -III-
SHEET:
3 0F 4
__.■
/
ANCHOR SPACING SCHEDULE
... . .
• • • • • • • • •• •
• • • •
• • • ••• •
• • • • • • •
• • ••. • • •
•
• •
• •
• •••
U
ANCHOR
W N
LOAD
(psi)
SPANS UP
TO 5.50
CONN TYPE
C1 C2 C3
ft
C4
0
4
2.5" EDGE DISTANCE
IS•UP .•S1.61 •
• ;ES • • •
• CONN 7141E •
C1 C2 C3 CA
�Pt.:t;P NS 10.67 ft
• Q
• CONN TYPE
C1 C2 C3 C4
w
w•
U
z
0
0
1/4" x 1 -3/4' EMBED
ELCO TAPCON
(NUN 3320 PSI CONC)
Tcap (Ib) = 483.00
Vcap (Ib) = 475.00
39
49
58
72
130
12.5" 16.0" 16.0" 16.0"
125" 16.0" 16.0" 16.0"
12.5" 16.0" 16:0" 16.0"
12.5" 16.0" 13.0" 14.3"
12.5" 16.0" 8.0" 10.3"
12.E 16.Q" 1,¢:0",36.1Z
145" ZQ ":1:6;131 -31'7
12'5; 26.0":8r"i11.1:
125" ¶6.8" 8.0" • 10.3"
12.5" 16.0" 8.0" 10.3"
,2.5;.16.0" 11.9" 13.5"
02.8; 16.0" 8.4" 10.7"
12.5" ;16.0" 8.0" 103"
12.S. 16.0" 8.0" 10.3"
12.5" 16.0" 8.0" 10.3"
1/4"x7/8" EMBED
ALL- POINTS SOUD-SET
LEAD SHIELD ANCHOR *
Tcap (lb) = 428
Vcap (Ib) = 429
39
49
58
72
130
12.5" 16.0" 16.0" 16.0"
12.5" 16.0" 16.0" 16.0"
12.5" 16.0" 16.0" 16.0"
12.5" 16.0" 11.5" •12.7"
12.5" 16.0" 71" 92'
12.5" 16.0" 15.2" 15.0"
12.5" 16.0" 102" 11.8"
12.5" 16.0" 7.9" 9.9"
12.5" 16.0" 11" 92"
12.5" 16.0" 7:1" 9.2"
12.5'16.0 "10.6"121"
12.5" 16.0" 7.5" 9.5"
12.5" 16:0" 7.1" 9.2"
12.5" 16.0" 7.1" 92'
12.5" 16.0" 7.1" 9.2"
1/4" x 2" EMBED
ELCO PANELMATE
(MIN 3350 PSI CONC)
Tcap (Ib) = 372.00
Vcap (Ib) = 565,00
*
39
49
58
72
130.
12.5" 16.0" 16:0" 16.0"
12.5" 16.0" 16.0" 16.0"
12.5" 16.0" 14.9" 16.0"
125" 16.0" 10.0"13.3'
12.5" 16.0" 6.2" 9.6"
12.5" 16.0" 13.3" 15.7"
12.5" 16.0" 8.9" 12.4"
12.5" 16.0" 6.9" 10.4"
12.5" 16.0" 62" 9.6"
12.5" 16.0" 62" 9.6"
12.5" 16.0" 92" 12.6"
12.5" 16.0" 6.5" 9..9"
12.5" 16.0" 62' 9.6"
12.5" 16.0" 62' 9.6"
12.5" 16.0" 6.2" 9.6"
1/4" x 1 -1/4" EMBED 39 125" 18.0". 16:0" 15.8" 12.5" 15.5" 7.8" 9.9" - 12.5" 12.6" 5.4" 7.9"
ELCO TAPCON 49 12.5" 16.0" 12.7" 12.5" 6.25" '12.3" 5.2" 7.7" 625" 10_0" 3.8" 6.2"
58 12.5" 16.0" 8.7" 10.5" 625" 10.4" 4.0" 6.5" 6.25" 9.7" 3.6" 6.0"
U Tcap (Ib) = 218.00 72 125" 132" 5.9" 8.3'• 625" 9.7" 3:6" 6.0" 625" 9.7" 3.6" 6.0"
o . Vcap (lb).= 398.00 130 . 625" 9.7" . 3.6" . 6.0" 625" 9.7" 3.6" 6.0" .625" 9.7" 3.6" 6.0"
m 1 /4"x7/8" EMBED 39 12:5" 16.0"' 16.0" 16:0" 12.5" '16.0" 12.7" 10.3" 12.5" 16.0" 8.8" 8.3"
z ALL- POINTS SOUD -SET 49 125" 16.0" 16.0" 13.1" 12.5" 16.0" 8.5" 8.2" 12.5" 16.0" 62' 6.6"
O LEAD SHIELQ.ANCHOR * 58 12.5" 16.0" 14.3" 11.0" 12.5" 16.0" 6.6" 6.9" 12.5" 15.9" - 5.9" 6.4"
U Tcap (Ib ), = 358 72 125" 16.0" 9.6" 8.8" 12.5"' 15.9" 5.9" 6.4" 12.5" 15.9" 5.9" 6.4"
0 Vcap (Ib) = 249 130 , 125" 15.9" .5.9" 6.4" 12.5" 15.9" 5.9" 6.4" . 12.5" 15.9" 5.9" 6.4 "'
-1 1/4" x 1 -1/4" EMBED 39 12.5" 16.0" 16.0" 122' 12.5" 14.5" 7.3" 7.7" 625" 11.:8" 5.1" 6.2"
• I ELCO PANELMATE 49 12.5" 16.0" 11.9" 9.7" 625" 11.6" 4.9" 6.0" 625" 9.4" 3.6" 4.9"
* 58 125" 15.4" 82" 8.1" 625" 9 :8" 3.8" 5.1" 625" 9.1" 3.4" 4.7"
Tcap (lb)= 204.75 72 6.25" 12.4" 5.5" 6:5" 6.25" 9.1" .3.4" 4.7" 625" 9.1" 3.4" 4.7"
Vcap (lb) = 233.50 _130 625" 9.1" 3.4" 4.7" . 625" - '9.1" 3.4" 4.7" 6.25" 9.1" . 3.4" 4.7"
0:75" EDGE•DISTANCE
0
O
1/4" x2" THREAD
39
PENETR. LAG SCREW 49
58
Tcap.(Ib) = 359.53 72
Vcap (Ib) = 82.97 130
12.5" 16.0" 16.0" 7.5"
12.5" 16.0" 16.0" 6.0"
12.5" 16.0" 14:4" 5.1"
12.5" 16.0" 9.6" 4.1
12.5" 16.0" 6.0"
#14 x 1-1/2" THREAD 39
PENETR. WOOD SCREW 49
58
Tcap(lb) = 234.00 72
Vcap (Ib) = 96.74 130
7/16" x 5/8" EMBED 39
BRASS BUSHING & 49
1/4 -20 SCREW * 58
Tcap (lb) = 231.50 72
Vcap (Ib) = 232.50 130
125" 16.0" 16.0"
12.5" 16.0" 13.6"
12.5" 16.0" 9.3"
12.5" 14.2" 6.3"
625" 10.4" 3.9"
12.5" 16.0" 16.0"
12.5" 16.0". 13.5"
12.5" 16.0" 92"
12:5" 14.0" 6.2"
.625" 103" as"
12.5" 16:0" 12.8" 4.8"
12.5" 16.0" 8.6" 3.8"
12.5" 16.0" 6.6" 32" .
12.5" 16.0" 6.0"
12.5" 16.0" . 6.0"
7.7" 12.5" 16.0"
6.1" 12.5" 132'
5.1" 6.25" 112'
4.1" 625" 10.4"
625" 10.4"
13.0" 12.5" 16.0"
10.3 "12.5"13.1"
8.7" 625" 11.1"
6.9" 625" 10.3"
5.0" 625" 10.3"
12.5" 16.0" 8.9"
12.5" 16.0" 6.3"
125" 16.0" 6.0"
12:5" 16.0" 6.0"
12.5" 16.0" 6.0"
8.3" 4.8" 12.5" 13.5" 5.8"
5.6" 3.8" 625" 10.7" ' 4.1"
4.3" 32" 6.25" 10.4" 3.9"
3.9" " 625" 10.4" 3.9"
3.9" i%% 625 ". 10.4" 3.9"
8.3" 8.1" 12.5" 13.4" 5.7"
5:5" 6.4" 625" 10.6".44.0"
4.3" 5.4" 625" 10.3" 3.8"
3.8" 5.0" 625" 10.3" 3.8"
3.8" 5.0". 6.25" 10.3" 3.8"
3.9"
3.1"
ANCHOR SPACING SCHEDULE
T4 (INSIDE MOUNT PANELS, WALL MOUNT)
1/4" x 1 -1/4" EMBED
ELCO TAPCON
2.5" EDGE DIST.
t-:
•
SPANS UP TO
5.50 ft
SPANS UP TO
.8.67 ft
2.
ANCHOR LOAD
CONN TYPE
CONN TYPE
'ui al
(psf)
C5 C6
C5 C6
ICONCRETE
I
1/4" x 1 -314" EMBED . • 39
16.0" 16.0"
16.0" 16.0"
ELCO TAPCON 45
16.0" 16.0"
11.4" 16.0"
(MIN 3320 PSI CCN c) . 55
16.0" 16.0"
7.5" 16.0"
Tcap (lb) = 483.00 65
142' 16.0"
6.0" 16.0"
Vcap (lb) = 475.00 72
11.0" 16.0"
6.0" 16.0"
1/4"x7/8" EMBED 39
16.0" 16.0"
14.8" 16.0"
ALL - POINTS SOLID -SET 45
16.0" 16.0"
10.1" 16.0"
LEAD SHIELD ANCHOR * 55
16.0" 16.0"
6.6" 16.0"
Tcap (lb) = 428 - 65
12.6" 16.0" .
5.3" 16.0"
Vcap (lb) = 429 72
9.8" 16.0"
5.3" • 16.0"
1/4" x 2" EMBED . 39
16.0" 16.0"
12.9" 16.0"
ELCO PANELMATE 45
16.0" 16.0"
8.8" 16.0"
MN 3350 PSI COW) • * 55
16.0" 16.0".
5.8" 16.0"
Tcap (b) = 372.00 65
11.0" 16.0"
4.6" 16.0"
Vcap (Ib) = 565.00 . 72 .
8.5" 16.0"
4.6" 16.0"
12.6"
*
55
10.3"
16.0"
3.2"
10.3"
Trap •(Ib) = 204.75
65
6.0"
13.7" ..
j
9.1"
Vcap (Ib) = 233.50 .
72
4.7"
12.4"
j%
/,!;
9.1"
0:75" EDGE•DISTANCE
0
O
1/4" x2" THREAD
39
PENETR. LAG SCREW 49
58
Tcap.(Ib) = 359.53 72
Vcap (Ib) = 82.97 130
12.5" 16.0" 16.0" 7.5"
12.5" 16.0" 16.0" 6.0"
12.5" 16.0" 14:4" 5.1"
12.5" 16.0" 9.6" 4.1
12.5" 16.0" 6.0"
#14 x 1-1/2" THREAD 39
PENETR. WOOD SCREW 49
58
Tcap(lb) = 234.00 72
Vcap (Ib) = 96.74 130
7/16" x 5/8" EMBED 39
BRASS BUSHING & 49
1/4 -20 SCREW * 58
Tcap (lb) = 231.50 72
Vcap (Ib) = 232.50 130
125" 16.0" 16.0"
12.5" 16.0" 13.6"
12.5" 16.0" 9.3"
12.5" 14.2" 6.3"
625" 10.4" 3.9"
12.5" 16.0" 16.0"
12.5" 16.0". 13.5"
12.5" 16.0" 92"
12:5" 14.0" 6.2"
.625" 103" as"
12.5" 16:0" 12.8" 4.8"
12.5" 16.0" 8.6" 3.8"
12.5" 16.0" 6.6" 32" .
12.5" 16.0" 6.0"
12.5" 16.0" . 6.0"
7.7" 12.5" 16.0"
6.1" 12.5" 132'
5.1" 6.25" 112'
4.1" 625" 10.4"
625" 10.4"
13.0" 12.5" 16.0"
10.3 "12.5"13.1"
8.7" 625" 11.1"
6.9" 625" 10.3"
5.0" 625" 10.3"
12.5" 16.0" 8.9"
12.5" 16.0" 6.3"
125" 16.0" 6.0"
12:5" 16.0" 6.0"
12.5" 16.0" 6.0"
8.3" 4.8" 12.5" 13.5" 5.8"
5.6" 3.8" 625" 10.7" ' 4.1"
4.3" 32" 6.25" 10.4" 3.9"
3.9" " 625" 10.4" 3.9"
3.9" i%% 625 ". 10.4" 3.9"
8.3" 8.1" 12.5" 13.4" 5.7"
5:5" 6.4" 625" 10.6".44.0"
4.3" 5.4" 625" 10.3" 3.8"
3.8" 5.0" 625" 10.3" 3.8"
3.8" 5.0". 6.25" 10.3" 3.8"
3.9"
3.1"
ANCHOR SPACING SCHEDULE
T4 (INSIDE MOUNT PANELS, WALL MOUNT)
0.75" EDGE DISTANCE
3.9"
3.1"
6.6"
5.2"
5.0"
5.0"
5.0"
ANCHOR NOTES:
I. SPANS AND LOADS 54doUN HERE ARE FOR DETERMINING ANCWOR SPACING ONLY. ALLOWABLE STOR-1 PANEL
SPANS FOR SPECIFIC- LOADS MUST BE LIMITED TO THOSE SHOWN N MAX ALLOWABLE SPAN SCHEDULE (TABLE' 'TI').
2. ENTER ANCWOR 5C( -EDULE BASED ON TI-P EXISTING STRUCTURE MATERIAL t ANCHOR TYPE. SELECT DESIGN
LOAD GREATER THAN CR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR
EQUAL TO SHUTTER SPAN
3. SELECT CONNECTION TYPE EASED ON APPROPRIATE MOUNTING CONDITION (SEE MOUNTING DETAILS ON
SWEETS 2 . 3 FOR IDENTFICATION OF CONNECTION TYPE)
4. ANCHORS SL4ALL EE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOI" G"ENDATIONS.
5. W14'ERE EXISTWG STRUCTURE 15 WOOD FRAMING, EXISTING CONDITIONS MAY VARY. FIELD VERIFY THAT
=LSTENERS Ai E INTO ADEQUATE wooD FRAMING MEMBERS, NOT PLYWOOD. FASTENING TO PLYWOOD IS
ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES.
1/4" x 2" THREAD
39
PENETR. LAG SCREW 45
55
Tcap (lb) = 359.53, 65
Vcap (Ib) = 82.97 ' .72
16.0"
16.0"
16.0"
10.6"
82"
16.0" 12.4"
16.0" 8.5"
16.0" 5.6"
16.0" 4.4"
16.0" 4.4"
16.0"
16.0"
16.0"
16.0"
16.0"
#14 x 1 -1/2" THREAD 39
PENETR. WOOD SCREW 45
55
Tcap (Ib) = 234.00 65
vcap:(1b) = 9674: 72
7/16' x 5/8" EMBED
BRASS BUSHING & •
1/4-20 SCREW
Tcap (Ib) = 231.5Q
Vcap (Ib) = 232.50
16.0"
16.0"
11.8"
6.9"
5.3"
16.0"
16.0"
16.0"
15.7"
142'
39
45
* 55
65
72
16.0"
16.0"
11.7"
6.8"
5.3"
16.0".
16.0"
16.0"
15.5"
14.0"
8.1"
5.5"
3.6"
16.0"
14.4"
11.8"
10.4"
10.4"
8.0" 16.0"
5.5" 142"
3.6" 11.7"
% 10.3"
10.3"
i
ANCHOR SPACING SCHEDULE
T5 (INSIDE MOUNT PANELS, TRAP MOUNT)
1/4" x 1 -1/4" EMBED
ELCO TAPCON
2.5" EDGE DIST.
t-:
•
SPANS UP TO
5.50 ft
SPANS UP TO
.8.67 ft
2.
ANCHOR LOAD
CONN TYPE
CONN TYPE
'ui al
(psf)
C5 C6
C5 C6
ICONCRETE
I
1/4" x 1 -314" EMBED . • 39
16.0" 16.0"
16.0" 16.0"
ELCO TAPCON 45
16.0" 16.0"
11.4" 16.0"
(MIN 3320 PSI CCN c) . 55
16.0" 16.0"
7.5" 16.0"
Tcap (lb) = 483.00 65
142' 16.0"
6.0" 16.0"
Vcap (lb) = 475.00 72
11.0" 16.0"
6.0" 16.0"
1/4"x7/8" EMBED 39
16.0" 16.0"
14.8" 16.0"
ALL - POINTS SOLID -SET 45
16.0" 16.0"
10.1" 16.0"
LEAD SHIELD ANCHOR * 55
16.0" 16.0"
6.6" 16.0"
Tcap (lb) = 428 - 65
12.6" 16.0" .
5.3" 16.0"
Vcap (lb) = 429 72
9.8" 16.0"
5.3" • 16.0"
1/4" x 2" EMBED . 39
16.0" 16.0"
12.9" 16.0"
ELCO PANELMATE 45
16.0" 16.0"
8.8" 16.0"
MN 3350 PSI COW) • * 55
16.0" 16.0".
5.8" 16.0"
Tcap (b) = 372.00 65
11.0" 16.0"
4.6" 16.0"
Vcap (Ib) = 565.00 . 72 .
8.5" 16.0"
4.6" 16.0"
0.75" EDGE DISTANCE
3.9"
3.1"
6.6"
5.2"
5.0"
5.0"
5.0"
ANCHOR NOTES:
I. SPANS AND LOADS 54doUN HERE ARE FOR DETERMINING ANCWOR SPACING ONLY. ALLOWABLE STOR-1 PANEL
SPANS FOR SPECIFIC- LOADS MUST BE LIMITED TO THOSE SHOWN N MAX ALLOWABLE SPAN SCHEDULE (TABLE' 'TI').
2. ENTER ANCWOR 5C( -EDULE BASED ON TI-P EXISTING STRUCTURE MATERIAL t ANCHOR TYPE. SELECT DESIGN
LOAD GREATER THAN CR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR
EQUAL TO SHUTTER SPAN
3. SELECT CONNECTION TYPE EASED ON APPROPRIATE MOUNTING CONDITION (SEE MOUNTING DETAILS ON
SWEETS 2 . 3 FOR IDENTFICATION OF CONNECTION TYPE)
4. ANCHORS SL4ALL EE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOI" G"ENDATIONS.
5. W14'ERE EXISTWG STRUCTURE 15 WOOD FRAMING, EXISTING CONDITIONS MAY VARY. FIELD VERIFY THAT
=LSTENERS Ai E INTO ADEQUATE wooD FRAMING MEMBERS, NOT PLYWOOD. FASTENING TO PLYWOOD IS
ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES.
1/4" x 2" THREAD
39
PENETR. LAG SCREW 45
55
Tcap (lb) = 359.53, 65
Vcap (Ib) = 82.97 ' .72
16.0"
16.0"
16.0"
10.6"
82"
16.0" 12.4"
16.0" 8.5"
16.0" 5.6"
16.0" 4.4"
16.0" 4.4"
16.0"
16.0"
16.0"
16.0"
16.0"
#14 x 1 -1/2" THREAD 39
PENETR. WOOD SCREW 45
55
Tcap (Ib) = 234.00 65
vcap:(1b) = 9674: 72
7/16' x 5/8" EMBED
BRASS BUSHING & •
1/4-20 SCREW
Tcap (Ib) = 231.5Q
Vcap (Ib) = 232.50
16.0"
16.0"
11.8"
6.9"
5.3"
16.0"
16.0"
16.0"
15.7"
142'
39
45
* 55
65
72
16.0"
16.0"
11.7"
6.8"
5.3"
16.0".
16.0"
16.0"
15.5"
14.0"
8.1"
5.5"
3.6"
16.0"
14.4"
11.8"
10.4"
10.4"
8.0" 16.0"
5.5" 142"
3.6" 11.7"
% 10.3"
10.3"
i
ANCHOR SPACING SCHEDULE
T5 (INSIDE MOUNT PANELS, TRAP MOUNT)
1/4" x 1 -1/4" EMBED
ELCO TAPCON
39
45
55
16.0"
16.0"
11.0"
16.0"
16.0"
16.0"
7.5"
5.2"
3.4"
15.5"
13.4"
11.0"
Tcap (lb) = 218.00
65 .
6.4"
146" •
%,/
The followin
originall
•
pages were
attached to plans
with the following permit #
WINDO2 v2 -21
Detailed Wind Load Design (Method 2) per ASCE 7 -02
Figure 6 -11 - External Pressure Coefficients, GCp
Loads on Components and Cladding for Buildings WI Ht <= 60 ft
a = 4.5 =_>
a
- -1-.2--
2
1
2
-3.
a a a
Gabled Roof
7 < Theta < =45
4.50 ft
Double Click on any data entry line to receive a help Screen
Component
Width
(ft)
span
(ft)
Area
(ft^2)
Zone
_
GCp
Nind Press (Ib /ft" 2
Max
Min
Max
Min
WINDOW W -1
4
7
28.00
4
0.92
-1.02
' 51.00
-55.64
DOOR
3
7
21.00
4
0.94
-1.04
52.02
-56.66
Note: * Enter Zone 1 through 5, or 1H through 3H for overhangs.
Developed by Meca Enterprises, Inc. Copyright 2006 EDWARD A. LANDERS, P.E.
12/12/2006
Page No. 2 of 2
WINDO2 v2 -21
Detailed Wind Load Design (Method 2) per ASCE 7 -02
Analysis by: LANDERS Company Name: EDWARD A. LANDERS, P.E.
Description: CASA TOSCANA, 9840 NE 2ND AVENUE. MIAMI SHORES, FL
User Input Data
Structure Type
Building
Basic Wind Speed (V)
146
mph
Struc Category (I, II, Ill, or IV
II
Exposure (B, C, or D)
C
Struc Nat Frequency (n1)
1
Hz
Slope of Roof
3.0
:12
Slope of Roof (Theta)
14.0
Deg
Type of Roof
Gabled
Kd (Directonality Factor)
1
Eave Height (Eht)
9.00
ft
Ridge Height (RHt)
14.00
ft
Mean Roof Height (Ht)
11.50
ft
Width Perp. To Wind Dir (B)
48.00
ft
Width Paral. To Wind Dir (L)
45.00
ft
Calculated Parameters
Type of Structure
Height/Least Horizontal Dim
0.26
Flexible Structure
No
Calculated Parameters
Importance Factor
1
Hurricane Prone Region (V >100 mph)
Table 6 -2 Values
Alpha =
9.500
zg =
900.000
At =
0.105
Bt =
1.000
Bm =
0.650
Cc =
0.200
I=
500.00
ft
Epsilon =
0.200
Zmin =
15.00
ft
Gust Factor Category I: Rigid Structures - Simplified Method
Gust1 IFor rigid structures (Nat Freq > 1 Hz) use 0.85 1 0.851
Gust Factor Category H: Rigid Structures - Complete Analysis
Zm
Zmin
15.00
ft
lzm
Cc * (33/z) ^0.167
0.2281
Enclosed Buildings
Lzm
I *(zm/33) ^Epsilon
427.06
ft
Q
(1/(1 +0.63 *((B +Ht) /Lzm) ^0.63)) ^0.5
0.9198
Gust2
0. 925 *((1 +1.7 *Izm *3.4 *Q) /(1 +1.7 *3.4 *Izm))
0.8828
Gust Factor Summary
G 'Since this is not a flexible structure the lessor of Gust1 or Gust2 are used I 0.85J
Fig 6-5 Internal Pressure Coefficients for Buildings, Gcai
Condition
Gc i
Max +
Max -
Open Buildings
0.00
0.00
Partially Enclosed Buildings
0.55
-0.55
Enclosed Buildings
0.18
-0.18
Enclosed Buildings
0.18
1 -0.18
Developed by Meca Enterprises, Inc. Copyright 2006 EDWARD A. LANDERS, P.E.
12/12/2006
Page No. 1 of 2
•
c>
0
NM 0 7 200/
BY: _ .A‘
0
INSTALL NEW CONC. BLOCK
TIE COLUMN TO FILL BETWEEN
EXISTING COLUMN & WINDOW.
FINISH EXTERIOR TO MATCH
EXISTING.
UNE OF TIE BEAM ABOVE.
WINDOW TO FRAME INTO
TIE BEAM.
UNE OF WALL AT INTERIOR
UNE OF EXISTING BLDG.
COLUMN. WINDOW TO FRAME
INTO COLUMN.
NEW STOREFRONT WINDOWS.
EXISTING BRICK FACING ON
EXTERIOR WALL
NEW CONC. CAP
w/ 2- #5 BARS
CONTINUOUS
8-
00
T
•+
J
UNE OF EXISTING BLDG.
COLUMN.
EXISTING PARAPET WALL
EXISTING OVERHANG
EXISTING 2ND FLOOR WINDOWS
EXISTING OVERHANG
EXISTING DECORATIVE FASCIA
EXISTING OVERHANG
q
EXISTING GROUND FLOOR
WINDOWS TO REMAIN
EXISTING BRICK FACING ON
EXTERIOR WALL
EXISTING ENTRY DOOR
TO REMAIN
#5 BAR BENT TO EXTEND 12° x
12" INTO CONC. SILL & COLUMN.
24'-10°
#5 BAR BENT TO EXTEND 12° x
12° INTO CONC. SILL & COLUMN.
ELEVATION • STOREFRONT WINDOW
" Shor— ilia* -
SCE WITH AU. FEDEFIAL
STATE AND COUNTY RULES AND REGULATIONS
EXISTING BLDG. COLUMN. —\
LINE OF EXISTING BLOCK
WALL AT INTERIOR.
NEW STOREFRONT NEW STOREFRONT
WINDOW TO FRAME INTO WINDOW
EXISTING BLDG. COLUMN.
TC -1
PART PLAN @ STOREFRONT WINDOW
1/4" =1' -0"
NEW TIE COLUMN: 8° x 8°
WITH (1)- #7 CONTINUOUS
REINFORCING BAR IN
FILLED CELL EPDXY
DOWEL INTO CB & SLAB.
STEPHEN K. CHIN, Architect
7695 NE 8TH AVENUE
MIAMI, FLORIDA 33138
T. 305 757 1 864 F. 305 759 7749
REVISIONS:
No
Description
Date
1
Rev. as per Field conditions
03/04/07
••••
• •
• •
••..
• • • •
•• • • • •
• • .
se II •
. ' .
0000 0000 • •
• • • •
0000 0000
• •
• . •
• • • •
•• •• ••
•
•
•
• • • •
• • 0000
• •
• • 0000 • •
• • •
•• • •0. • • •
PROJECT:
VI
• •
CASA TOSCANA
FINE FOODS & WINE
9840 2ND AVENUE
MIAMI SHORES, FL 33138
DRAWING TITLE: ELEVATION & PART PLAN
- STOREFRONT WINDOW
PROJECT NO.: 2609
DRAWN BY: SKC
DATE: 11/29/06
SCALE: 1/4" = 11 -0"
DRAWING NO.:
SK-1A
