SHUTTERSDate
PERMIT APPLICATION
"5r L ION FOR MIAMI SHORES VILLAGE
Job Address 1091- M Q ! U Tax Folio 11-3,b5 d - G D." 0
Legal Description
/ Tenant r L-U r Q Ac'.e° I 1 ► UcZ' ()ft 5 K Master Permit # 3 cma
O wner's Address 109 N Z, p ST
Contracting Co. ha t. r
Q , S (P t l- Q ve
State # _ 1 Municipal #
Architect/Engineer
Bonding Company
Mortgagor
Permit Type (circle one):
WORK DESCRIPTION
Square Ft.
WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO 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.)
Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I
certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate
permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK.
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. Furthermore, I authorize the above -named contractor to do the work stated.
Signa
ILL=
e of owner and/or C;
o President
• s
-- kij -- /r 6
Notary as to Owner d/or ',o ' • eside s • * 3)ate
My Commission Expires: _* : '•"� c_
o. • #eC 444555 ; 4.
.. ' • :Y Fain In se:•'. 4'
/ x / 8 1 11111 . •Plcc
I rES: PERMIT / /o. 40 0 RADON
ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN
litt-rvi caoiuz � S
Date
C.C.F. 1. So NOTARY
APPROVED:
Zoning Building J Electrical
Mechanical Plumbing Engineering
Historically Designated: Yes No /-
Address
Address
Address
Phone 'S `i a-Ce
Address [ D ( c 1. C 5w la �� f' ala t
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33
Phone �—$
SS# 2(j t -
Competency ee 10 ['3 Ins. Co.
Estimated Cost (value) D `CQ
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nature of Contracto'R-' Date
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Notary as to Contr o ��°� *
Not r' . Date
My Commission Expire
�''``�'
TOTAL DUE /1 /. X3'
F LOR id A
N RIES INC.
1660 W. 33rd PLACE
1660 W. 33rd PLACE
HIALEAH, FLORIDA 33012
City of Miami Shores
Frank Lubien, City Official
10050 NE 2nd Ave.
Miami Shores, Fl. 33138
Dear Sire:
We are the Dade County Notice of Acceptance Holder for the 5052
H -32 aluminum hurricane shutters under number 94- 0711.02
This letter authorizes Florida Metal Industries, Inc. to use our
6061 T -6 aluminum hurricane shutters approved under number 94-
0711.02 to be used for the following job: PuP
ry) N b (,v r
J
l oam rte. (1(6
rn uPt 3Q
Sincerely,
FLOR ' METAL !INDUSTRIES, INC.
id
Produt
lliams
on Manager
June 29, 1995
PHONE: (305) 828 -2282
FAX (305) 828 -2182
TOLL FREE 1- 800 - 675 -4886
MANUFACTURERS OF
;S on 1 I
SHUTTER SYSTEMS
F LOR Id A
N RIES INC.
1660 W. 33rd PLACE
1660 W. 33rd PLACE
HIALEAH, FLORIDA 33012
City of Miami Shores
Frank Lubien, City Official
10050 NE 2nd Ave.
Miami Shores, Fl. 33138
Dear Sirs:
We are the Dade County Notice of Acceptance Holder for the 5052
H -32 aluminum hurricane shutters under number 94- 0711.02
This letter authorizes Florida Metal Industries, Inc. to use our
6061 T -6 aluminum hurricane shutters approved under number 94-
0711.02 to be used for the following job:
J
10 �� (tc
mI < ■ 3Q
Sincerely,
FLOR • METAL( {INDUSTRIES, INC.
id
Produ on Manager
June 29, 1995
PHONE: (305) 828 -2282
FAX (305) 828 -2182
TOLL FREE 1- 800 - 675 -4886
MANUFACTURERS OF
#enn i°
SHUTTER SYSTEMS
0 ',
5. 4 -) b
1660V. 330PLACE. .
HIALEAH, FLORIDA 33012
CITY: M 11 1 I •51
. ZIP CODE: 3-
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JOB ADDRESS: / 9 7 /t 6 i . 9
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MAILING ADDRESS:
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SALESMAN: • C 0 4./_S
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PHONE 1: 7 - 9 - 2 - 6
PHONE 1;
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3
METRO-DADE METROPOLITAN DADE COUNTY, FLORIDA
METRO -DADE FLAGLER BUILDING
PRODUCT CONTROL NOTICE OF ACCEPTANCE
Florida Metal Industries, Inc.
1660 W. 33 Place
Hialeah FL 33012
Your application for Product Approval of:
"Storm Guard" Aluminum Storm Panels
under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and
Types of Construction, and completely described in the plans, specifications and calculations as submitted by:
Applicant, along with Drawing No. 94-41, Sheets 1 thru 4 of 4. (For listing, see Section 8
of this Notice of Acceptance)
has been recommended for acceptance by the Building Code Compliance office to be used in Dade
County, Florida under the specific conditions set forth on pages 2 et. seq. and the Standard Conditions
on page 3.
This approval shall not be valid after the expiration date stated below. The Office of Code Compliance
reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for
quality control testing. If this product or material fails to perform in the approved manner, the Code
Compliance Office may revoke, modify, or suspend the use of such product or material immediately. The
applicant shall re- evaluate this product or material should any ammendments to the South Florida Building
Code be enacted affecting this product or material. The Building Code Compliance Office reserves the
the right to revoke this approval, if it is determined by the Building Code Compliance Office that this
product or material fails to meet the requirements of the South Florida Building Code. The expense of
such testing will be incurred by the manufacturer.
Acceptance No.:95- 0821.07 (Revises No.: 94- 0711.02)
Expires:08 /15/97
THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL
CONDITIONS
BUILDING CODE COMMITTEE
Approved: 10 /19/95 -1-
Ofrri DA ct-
BUILDING CODE COMPLIANCE OFFICE
SUITE 1603
METRO -DADE FLAGLER BUILDING
140 WEST FLAGLER STREET
MIAMI, FLORIDA 33130 -1563
(305) 375 -2901
FAX (305). 375 -2908
PRODUCT CONTROL SECTION
(305) 375 -2902
FAX (305) 372 -6339
Raul Rodfiguez
Product Control Supervisor
This application for Product Approval has been reviewed by the Metropolitan Dade County Building
Code Compliance Department and approved by the Building Code Committee to be used in Dade
County, Florida under the conditions set forth above.
s anger,
Director
Building Code Compliance Dept.
Metropolitan Dade County
Florida Metal Industries ACCEPTANCE NO.: 95- 0821.07
1. DESCRIPTION
1.1
APPROVED : OCT 1 9 1gg5
EXPIRES : August 15. 1997
NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS
This approves an aluminum storm panel designed to comply with the South Florida Building
Code, 1994 Edition for Dade County, for the locations where the pressure requirements as
determined by ASCE 7 -88 "Minimum Design Loads for Buildings and Other Structures ", do not
exceed the Design Pressure Rating values in Section 7 and within the limitations contained in
Section 3.
2. MATERIAL CHARACTERISTICS
2.1. The storm panels shall be constructed as indicated on approved drawing No. 94 -41, Sheet 1 of 4,
using 0.063" thick aluminum, 5052 -H32 alloy.
2.2 Panels are rolled formed, have a nominal width of 12.00" and a total width of 15.50 ", forming 2"
deep ribs.
2.3 Components shall be aluminum alloys 6063 -T5, "h" header, "u" header, 2 x 2 x 1/8 studded
angles, a 1/8" thick 2.25" x 5.25" angle.
2.4 Tested specimen:
Dimensions: 40" wide x 70" long overall
38 1/2" wide x 99" long overall
39" wide x 99" long overall
40" wide x 102" long overall
40" wide x 105" long overall
3. LIMITATIONS
3.1 The design will be dependent on the maximum panel span (height) of:
3.1.1 8' -0" or 96" for wall mount, attached to wall using an "h" header at top; a studded angle
and wing nut at bottom, and a 1/8" x 1 1/2" alum. strap reinforcement across the whole width
spaced at 24" o.c.
3.1.2 8' -9" or 105" for wall mount, attached to wall with studded angle and wing nut top and
bottom.
3.1.3 7' -7 1/2" or 91 1/2" for inside mount, attached to wall using a "U" header at top; a studded
angle and wing nut top and bottom, and a 1/8" x 1 1/2" alum. strap reinforcement across the
whole width spaced at 24" o.c.
3.1.4 8' -6" or 102" for built -out mount, attached to wall using a "U" header at top; a studded
angle and wing nut top and bottom both attached to a 2" x 5" x 1/8" alum. angle, and a 1" x 1" x
1/16" steel tube reinforcement across the whole width at midspan.
3.2 Minimum separation to existing glass to protect shall be:
Reinforcement required Panel span up to: Min. Separation to glass Design Load
Alum. Strap @ 24" o.c.
1" x 1" x 1/16" Steel Tube
None
96"
105"
70"
2 "
2 1/2"
2 7/8"
+50, -72 PSF
+72, -72 PSF
3.2.1
3.2.2
3.2.3
- 2
Manu Perez, P.E. Plans E
Product Control Division
iner II
Florida Metal Industries ACCEPTANCE NO.: 95- 0821.07
APPROVED
EXPIRES : August 15. 1997
NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS
OCT 1 9 1995
3.3 Maximum clearance between top of panel and inside of header shall be 1/4" .
3.4 Reinforcement:
3.4.1 Panels greater than 70" in length shall be reinforced at midspan by either a 1" x 1" x 1/16"
steel tube or 1.50" x 1/8" alum. strap depending on the separation from glass required and
mounting conditions as shown on Section 3.2 and "Design Pressure Rating" Chart on Sheet 1 of
4, Dwg. No. 94 -41.
4. INSTALLATION
4.1 The panels shall be installed only in the following condition:
4.1.1 Wall Mount
The panels are secured to an "h" header or angle at the head and to a 2" x 2" x 1/8" alum. studded
angle, using 1/4 " -20 x 3/4" studs w /wing nut and washer spaced at 12" o.c. @ the sill, which are
anchored to the wall, using the tension anchors shown on Sections A -A and B -B, "Wall Mounts"
Sheet 2 of 4, of Dwg. No. 94 -41, bearing the Dade County Product Control approval stamp.
4.1.2 Direct Mount
The panels are secured directly to the wall at head and sill using 1/4" x 7/8" Rawl Calk -in or Star
Tampin embedded into concrete or masonry, spaced at 12" o.c., as shown on Section "Direct
Mounts ", Sheet 3 of 4, of Dwg. No. 94 -41, bearing the Dade County Product Control approval
stamp.
4.1.3 Buildout Mount
The panels are secured to a "U" header at the head, which is anchored using 1/4 " -20 x 1/2"
machine bolt & nut @ 6" o.c. to the long leg of a 2" x 3 ", 4" or 5" x 1/8" aluminum angle used to
provide the buildout, which is anchored to the wall; and at the sill to a 2" x 2" x 1/8" alum.
studded angle, using 1/4 " -20 x 3/4" studs w /wing nut and washer spaced at 12" o.c., which is also
anchored using 1/4 " -20 x 1/2" machine bolt & nut @ 6" o.c. to the long leg of a 2" x 3 ", 4" or 5" x
1/8" aluminum angle. The build -out angles are anchored to the wall as shown on Section D -D,
Sheet 2 of 4, of Dwg. No. 94 -41, bearing the Dade County Product Control approval stamp.
4.1.4 Inside Mount
The panels are secured inside a top track "U" Ceiling Mount Header at the head, which is
anchored to the inside of the concrete lentil opening; and fastened to the 2" x 2" x 1/8" continuous
studded aluminum Base Angle at the sill, using 1/4 " -20 machine bolt, wingnut and washer at 12"
o.c., which is anchored to a concrete slab or bulkhead as shown on Section C -C, "Inside Mounts"
Sheet 2 of 4, of Dwg. No. 94 -41, bearing the Dade County Product Control approval stamp.
4.1.5 Wall Mount on Wood Framing
This installation is similar to the build -out & wall mount condition but anchored to a wooden
substrate using the tension wood anchors as shown Section "Installation Detail ", Sheet 4 of 4, of
Dwg. No. 94 -41, bearing the Dade County Product Control approval stamp. (Sill condition uses
a continuous P.T. 2 x 4 stud or a continuous 1" x 4" 1/8" alum. tube sill).
4.1.6 Any combination of the above.
-2a-
Manue ' - rez, P.E. Plans
Product Control Division
miner II
Florida Metal Industries ACCEPTANCE NO.: 95- 0821.07
APPROVED
OCT 1 9 1995
EXPIRES : August 15. 1997
NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS
4.2 Anchorage of the aluminum angles shall be to concrete, masonry and/or wood framing and shall
consist of only the anchors, embedment and spacing specified on Drawing No. 94 -41, Sheets 1
thru 4 of 4. Substitution of anchor type or indicated embedment is unacceptable and requires to
be engineered separately. Fasteners must have their own Notice of Acceptance.
4.3 Permanent set fastener components, embedded anchor bolts, threaded cones or metal shields, not
in use, must be protected against corrosion, contamination and damage at all time.
5. IDENTIFICATION
5.1 Each panel shall bear a permanent label with the manufacturer's name or logo, city, state and
following statement: "Dade County Product Control Approved ".
5.2 Each opening or, in the case of direct mounted panels with no header and sill, each panel shall
have a legible permanent marking instructing owner or tenant to secure panels at lap joints with
applicable reinforcing: 1/8" x 1 1/2" aluminum straps OR 1" x 1" x 1/16" steel tube, across the
whole width of the opening during periods of Hurricane warning.
6. USE
6.1 Application for building permit shall be accompanied by two copies of the following:
6.1.1 This Notice of Acceptance.
6.1.2 Completely dimensioned drawing showing size and location, including height above
grade, of openings to receive shutters; mean roof height, length and width of building.
6.1.3 Duplicate prints of approved drawings No. 94 -41, Sheet 1 thru 4 of 4, bearing the approval
stamp, Notice of Acceptance number and date by Dade County Product Control Section,
clearly marked to show the components selected for the proposed installation.
6.2 The Building Official shall ensure the adequacy of shutter to meet the pressure requirement of the
opening in which it is to be installed.
6.3 This revision supersedes Notice of Acceptance No. 94- 0711.02, dated 08/15/97.
-2b-
Manuel ' - - z, P.E. Plans - 4 iner II
Product Control Division
TEST
TEST LOAD
DESIGN LOAD
Deflection
LARGE MISSILE IMPACT TEST
SFBC PA 201 -94 (70" SPAN) NO REINF.
SATISFACTORY
HETI 95 -439
Max.
2.88"
CYCLIC WIND PRESSURE TEST
SFBC PA 203 -94 (70" SPAN) POSITIVE
+75.0 PSF
HETI 95 -439
+57.7 PSF
HETI 95 -439
CYCLIC WIND PRESSURE TEST
SFBC PA 203 -94 (70" SPAN) NEGATIVE
-99.0 PSF
HETI 95 -439
-76.2 PSF
HETI 95 -439
UNIFORM STATIC AIR PRESSURE TEST
SFBC PA 202 -94 POS. (70" SPAN) NO REINF.
+87.0 PSF
HETI 95 -442
+58.0 PSF
HETI 95 -442
UNIFORM STATIC AIR PRESSURE TEST
SFBC PA 202 -94 NEG. (70" SPAN) NO REINF.
-114.0 PSF
HETI 95 -442
-76.0 PSF
HETI 95-442
LARGE MISSILE IMPACT TEST
SFBC PA 201 -94 w /reinforcing bars & bolts
SATISFACTORY
HETI 94 -417
Max.
2.50"
CYCLIC WIND PRESSURE TEST
SFBC PA 203 -94 POSITIVE
+94.0 PSF
HETI 95 -417
+72.3 PSF
HETI 95-417
CYCLIC WIND PRESSURE TEST
SFBC PA 203 -94 NEGATIVE
-94.0 PSF
HETI 95 -417
' -72.3 PSF
HETI 95 -292b
UNIFORM STATIC AIR PRESSURE TEST
SFBC PA 202 -94 POS. (99" SPAN) w/REINF.
+108.00 PSF
HETI 95 -422
+72.0 PSF
HETI 95-422
@ Design
' 0.847"
UNIFORM STATIC AIR PRESSURE TEST
SFBC PA 202 -94 NEG. (99" SPAN) w/REINF.
- 108.00 PSF
HETI 95 -422
-72.0 PSF
HETI 95 -422
DESIGN PRESSURE RATING
For Design Load/ Panel Span /Separation from
Glass vs. Reinforcement, see "Design Pressure
Rating" Chart on Dwg. No. 94 -41, Sheet 1 of 4.
Florida Metal Industries ACCEPTANCE NO.: 95- 0821.07
- 2c -
RESULTS:
APPROVED
OCT 1 9 190c
EXPIRES : August 15. 1997
NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS
7. TESTS PERFORMED
TESTS:
Al O..
Manuel ' ez, P.E. Plans E iner II
Product Control Division
Florida Metal Industries ACCEPTANCE NO.: 95- 0821.07
APPROVED : OCT 1 9 19Q5
EXPIRES : August 15. 1997
NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS
8. EVIDENCE SUBMITTED
8.1 Tests:
8.1.1 Test report on Uniform Static Air Pressure Test of "Aluminum" storm panels, prepared by
Hurricane Engineering & Testing, Inc., Report No. HETI -95 -442, dated April 19, 1995, signed
and sealed by Hector M. Medina, P.E.
8.1.2 Test report on Uniform Static Air Pressure Test of "Aluminum" storm panels, prepared by
Hurricane Engineering and Testing, Inc., Report No. HETI -95 -422, dated February 17, 1995,
signed and sealed by Hector M. Medina, P.E.
8.1.3 Test report on Large Missile Impact Test and Cyclic Wind Pressure Test of aluminum
storm panels, prepared by Hurricane Engineering & Testing, Inc., Report No. HETI -95 -417, dated
February 13, 1995, signed and sealed by Hector M. Medina, P.E.
8.1.4 Test report on Large Missile Impact and Cyclic Wind Pressure Test of aluminum storm
panels, prepared by Hurricane Engineering and Testing , Inc.., Test Report No. HETI 95 -439
dated 06/09/95, signed and sealed by Hector M. Medina, P.E.
8.2 Drawing:
8.2.1 Drawing No. 94 -41, Florida Metal Industries, Inc., "Storm Guard" Storm Panel, Sheets 1,
2, 3 and 4 of 4, prepared by Al- Farooq Corporation, dated 05/28/94, with complete revision dated
07/20/95, signed and sealed by Humayoun Farooq, P.E.
8.3 Material certification:
8.3.1 Mill Certified Inspection Report, dated 11/15/94, for Aluminum Alloy 5052 -H32 by
Inespal Laminaciones with chemical composition and physical properties.
8.3.2 Tensile Test Reports from HETI, Project # HETI 94 -T68a and 94 -T68b dated 04/11/95 for
Aluminum sample, tested per ASTM E8 -93, signed and sealed by Hector M. Medina, P.E.
8.4 Calculations:
8.4.1 Storm panel calculations prepared by Al- Farooq Corporation, signed and sealed by
Humayoun Farooq, P.E., April 10, 1995.
-2d-
//,
Manuel ' - -z, P.E. Plans iner II
Product Control Division
1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original
submitted documents, including test supporting data, engineering documents, are no older than eight (8) years.
Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the
following statement: "Dade County Product Control Approval ", or as specifically stated in the specific conditions of
this Acceptance.
3. Renewals of Acceptance will not be considered if:
a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the
product is not in compliance with the code changes;
b) The product is no longer the same product (identical) as the one originally approved;
c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct
installation of the product;
d) The engineer who originally prepared, signed and sealed the required documentation initially submitted, is no
longer practicing the engineering profession.
4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be
cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a
revision application with appropriate fee) and granted by this office.
5. Any of the following shall also be grounds for removal of this Acceptance:
a) Unsatisfactory performance of this product or process;
b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes.
6. The Notice of Acceptance number preceded by the words Dade County, Florida, and followed by the expiration date
may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be
done in its entirety.
7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to
the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The
copies need not be resealed by the engineer.
8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance.
9. This Acceptance contains pages 1, 2, 2(a) through 2(d) and this last page 3.
Items 10. 11 & 12 listed below only apply to glazed products and doors
10. Unless specifically indicated in the Acceptance (approval), this unit is approved as a single unit installation. For
multiple installation of this unit, a separate Acceptance for mullions is required from the Product Control Section.
Florida Metal Industries ACCEPTANCE NO.: 95- 0821.07
. OCT 19 1Qog
APPROVED
NOTICE OF ACCEPTANCE: STANDARD CONDITIONS
END OF THIS ACCEPTANCE
- 3 -
EXPIRES August 15. 1997
The spacing of fasteners at window sills shall be as tested. The spacing of fasteners in all other parts of the frame,
shall be as tested, but in no case shall exceed 24" on center. The first fastener shall be located at a maximum of 6"
from each corner and mullion or stile. Fastener shall fully penetrate the buck, which shall be the same size as the one
tested with the unit. No wood or plastic shields or pins shall be used for anchoring. See section four (4) of this
approval for sizes of fasteners used in testing.
12. Hardware for all windows and doors shall conform to Security and Forced Entry Prevention, Chapter 36 of the South
Florida Building Code.
'_:. "11
Manu. •erez,P.E.Plans Exa'
Product Control Division
er 11
ALUMINUM PANEL
.063 THICK (5052 -H32)
REINFORCEMENT
REQUIRED
PANEL SPAN
UPTO
MIN. SEPARATION
FROM GLASS
DESIGN LOAD
ALUM STRAP
0 24' O.C.
96"
2"
+50, —72 PSF
1 X 1 X 1/16"
STEEL TUBE
105"
2 -1/2"
+72, —72 PSF
NONE
70"
2 -7/8"
+58. —76PSF
SEE SECTIONS ON SHEET 2
TABLES ARE BASED ON TYPICAL EDGE DISTANCE - 12d.
ma c=
,-...-
=
EDGE DIST.
= scS=:=
=4I=
-r-
2- 1/218d - j6 d- 1 -1/2'
_=
--
--
_
fi
■
:==
= ==c
-----
^C
EXAMPLE: FOR 3' EDGE DIST. SPACING - 12" O.C. (FROM TABLE)
=z
= ;-
- -
- -
-
FASTENER SPACING IN MASONRY
TABLES ARE BASED ON TYPICAL EDGE DISTANCE - 12d.
FOR LESSER EDGE DISTANCE DECREASE SPACING BY
MULTIPLYING WITH THE FACTOR BELOW
EDGE DIST.
12d- 3 "hOd-
2- 1/218d - j6 d- 1 -1/2'
5d - 1 - 4"
FACTOR
1.00
0.86 0.71 0.57
0.50
EXAMPLE: FOR 3' EDGE DIST. SPACING - 12" O.C. (FROM TABLE)
FOR 2" EDGE DIST. SPACING = 12 X .71 - 8.5 O.C.
2.000
1.500
2.000
4.820
1.180 (3)
12.000
15.500
PANEL
ALUMI NUM . 063 (5052 -H32)
3.500
—
1.000
2.230 --
F0-.094
f-.062
.094
2.000
WALL MOUNT HEADER
6063 -T5
CEILING MOUNT HEADER
6063 -T5
1 125
2.000 r .
I -0-- -2.000 -4.1
BASE ANGLE
6063 -T5
A ---
B
C�-
D
END CLOSURE ANGLE —
REQD. ONLY ON
BUILT -OUT CONDRLON
SEE DETAIL A SHEET 3
24' TYP
REINFORCEMENT S
SEE SHEET 2 & 3
TYPICAL ELEVATION
PANELS CAN BE INSTALLED VERTICALLY
OR HORIZONTALLY USING APPUCABLE
REINFORCEMENT AND ANCHORING DETAILS.
TYPICAL ANCHORS
ANCHOR QA - 1/4' TAPCON 1 -3/4" EMBEDMENT TO CONCRETE
1 -1/4" EMBEDMENT TO BLOCK
ANCHOR QD - 1/4" RAWL CALK -IN , STAR 'TAMPIN' OR EQUAL
TOTAL ANCHOR BODY INTO CONC.
ANCHOR IT) #14 S.M.S. INTO WOOD, 1 -1/2" MIN. EMBEDMENT
(S.C.- 0.47)
NOTE: ANCHORS, USE FULL EMBEDMENT IN CONCRETE BEYOND
THE COVERING (STUCCO, TILES, ETC.)
TYPICAL EDGE DISTANCE IN WOOD - 1 -1/4
NO REDUCTION FACTOR IS REQUIRED
n
n
1
-r
11
II
II
II I
11
II I
I I
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PRODUCT MARKING
A LABEL SHALL BE AFFIXED AT BOTTOM OF EACH PANEL
WITH THE FOLLOWING STATEMENT.
FLORIDA MET INDUSTRIES, INC. HIALEAH FL
'STORM GU A R" ALUMINUM STORM PANEL
'DADE COUNTY1.PRODUCT CONTROL APPROVED'
2.000
.125
5.000
2 X 3 X 1/8'
2 X 4 X 1 /8'
2 X 5 X 1/8'
BUILT -OUT ANGLES
6063 -T5
ATTN. BLDG. OFFICIALS
00 NOT ACCEPT THIS DRAWING
W/0 FLORIDA METAL INDUSTRI
RAISED CORPORATE SEAL
F
1.000
1.000
--1 .062 TM
STEEL TUBE
ALUM STRAP
6063 -T6
,PANEL REINFORCEMENTS
I. THIS STRUCTURE IS DESIGNED AS PER THE SOUTH FLORIDA BUILDING
CODE 1994 EDITION 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' LATEST EDITION.
3. ALUMINUM ALLOYS: ALL EXTRUSIONS SHALL BE ALLOY 6063 -T5,
OR AS NOTED.
4. ANCHORS SHALL BE AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE
MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. DIFFERENT
TYPES OF ANCHORS MAY BE INTERCHANGED IN APPLICATION.
5. ALL BOLTS SHALL BE STAINLESS STEEL ALUMINUM ALLOY 2024 -T4
OR 7075 -T6, OR PLATED STEEL WING NUTS TO BE OF ZINC ALLOY. .
6. THE DESIGN AT ANY GIVEN ELEVATION SHALL COMPLY WITH THE
TABLES PERTAINING TO THE EXPOSURE/ZONE
7. DESIGN CRITERIA FOR PANELS: MAX DEFLECTION S L /30 OR 2'.
8, ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN
THESE DETAILS ARE TO BE ENGINEERED SEPARATELY.
9. EACH PANEL SHALL HAVE A LEGIBLE AND READILY VISIBLE MARKING INSTRUCTING
OWNER OR TENANT TO SECURE PANELS WITH APPUCABLE REINFORCEMENT
DURING PERIODS OF HURRICANE WARNING.
DESIGN LOADS SHALL BE CALCULATED AS PER REQUIREMENTS OF
ASCE 7 -88, BASED ON 110 MPH WIND VELOCITY.
DESIGN PRESSURE RATING
ENGINEER: HUMAYOUN FAROOQ
PE f 16557
APPROVED AS COMPLYING WITH THE
SOUTH FLORIDA BUILDING CODE
l
DATC
B: _
PROO11C1 CONTROL DIV.S;Ot
BUILDING CODE COMPLIANCE OFFICE
ACCEPTANCE N0 :.03_ 1 �
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iliii
droWing no.
1 94-41
sheet 1 of 4
ANCHOR
TYPE
SPACING I NCHES
UPTD 45 PSF
UPTO 72 PSF
CONC.
BLOCK
WOOD
CONC.
BLOCK
WOOD
-
A
10
3
-
6
-
D
11 '
4
-
7
-
-
E
-
-
5
-
-
3
ANCHOR
PE
'TYPE
SPACING INCHES
UPTO 45 PSF
UPTO 72 PSF
CONC.
BLOCK
WOOD
CONC.
BLOCK
WOOD
A
12
11
-
12
6
-
D
12
12
-
12
9
-
E
-
-
12
-
-
10
ANCHOR
TYPE
SPACING I NCHES
UPTO 45 PSF
UPTO 72 PSF
CONC.
BLOCK
WOOD
CONC.
BLOCK
WOOD
A
12
7
-
12
4
-
D
12
10
-
12
6
-
E
-
-
9
-
-
6
ANCHOR
T
SPACING I NCHES
UPTO 45 PSF
UPTO 72 PSF
CONC.
BLOCK
WOOD
CONC,
BLOCK
WOOD
A
6
3
-
6
-
-
D
6
4
-
6
-
-
E
-
-
4
-
-
-
ANCHOR
TYPE
SPACING INCHES
UPTO 45 PSF
UPTO 72 PSF
CONC
BLOCK
WOOD
CONC.
BLOCK
-
WOOD
-
A
6
3
-
7
0
6
5
-
8
3
-
E
-
-
5
-
-
3
ANCHOR
TYPE
SPACING INCHES
UPTO 45 PSF
UPTO 72 PSF
CONC.
BLOCK
WOOD
CONC.
BLOCK
WOOD
A
6
6
-
6
6
-
D
6
6
-
6
6
-
E
-
-
6
-
-
6
•
3/4" MIN
FOR MIN.
-f- SEPARATION —o-
FROM GLASS
SEE SCH. SHEET 1
G
•
WALL MOUNTS
1/4" TYP
MAX SPAN
F 1
1/4 rip
SECTION A -A
REINFORCEMENT' SPAN
ALUM STRAPS I 96"
1/4 " -20 x 3/4" STUDS
W/ WING NUT & WASHER
O 12" O.C. (TYPICAL)
2 x 2 x 1/8"
ALUM. ANGLE
6063 -T5
TYPICAL
ANCHORS
SAME AS HEADER
FOR GENERAL NOTES AND EXTRUSION DETAILS SEE SHEET 1 OF 4.
1
•
WALL MOUNTS
SECTION B -B
1/4" TYP
MAX SPAN
1/4" NP
REINFORCEMENT
NONE
SPAN
105"
1/4 " -20 x 3/4" STUDS
W/ WING NUT & WASHER
O 12' O.C.
2 x 2 x 1/8"
ALUM. ANGLE
6063 -T5
ANCHORS: EMBEDMENT & EDGE
DISTANCES SHOWN ARE BEYOND
THE WALL & FLOOR COVERING
(STUCCO. TILES. ETC.)
INSIDE MOUNTS
4 4
MAX SPAN
3/
T(P.ICAL
SECTION C -C
1/4 " -20 x 3/4' STUDS
W/ WING NUT & WASHER
C 12" O.C.
1
1
RENFORCEMENTI SPAN
ALUM STRAPS t,91 -1/2'
Ed - TYPICAL EDGE DISTANCE
CONC. & BLOCK ■ 12d (12 ANCHOR DIAMETERS)
WOOD ■ 5d
FOR LESSER EDGE DISTANCES SEE SHEET 1 OF 4.
1/4-20 X 1/2" BOLTS WITH
NUTS 0 6" O.C.
2 X 3 X 1/8'-
2 X4X 1/8"
2 X 5 X 1/8'
ALUM ANGLE
BUILT -OUT CONDITION
1/4-20 X 1/2' BOLTS WITH __.
NUTS 0 6" O.C.
MAX SPAN
SECTION D -D
REINFORCEMENT
STEEL TUBE
SPAN
102'
ENGINEER: HUMAYOUN FAROOQ
PE / 16557 APPROVED AS COMPLYING WITH THE
SOUTH FLORIDA BUILDING CODE
.. , DA T - . R 19q
., • =1l.:i
PitOi)i, CONTROL DIV.S ON ,
BUILDING CODE COMPLIANCE OFFICE
1CCEPTANCE NO. OR2I.ol
SEP 2 1995
C.)
C
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drawing no.'
94 -41
0
0
v
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ao
4
N
8
N
N
sheet 2 of
SPACING INCHES
ANCHOR
UPTD 45 PSF UPTO 72 PSF
TYPE
..
::
• • ..
'O`
D
12
12 - 2 9
-
E
-
- f2 - -
7
•
3/4" MIN
FOR MIN.
-f- SEPARATION —o-
FROM GLASS
SEE SCH. SHEET 1
G
•
WALL MOUNTS
1/4" TYP
MAX SPAN
F 1
1/4 rip
SECTION A -A
REINFORCEMENT' SPAN
ALUM STRAPS I 96"
1/4 " -20 x 3/4" STUDS
W/ WING NUT & WASHER
O 12" O.C. (TYPICAL)
2 x 2 x 1/8"
ALUM. ANGLE
6063 -T5
TYPICAL
ANCHORS
SAME AS HEADER
FOR GENERAL NOTES AND EXTRUSION DETAILS SEE SHEET 1 OF 4.
1
•
WALL MOUNTS
SECTION B -B
1/4" TYP
MAX SPAN
1/4" NP
REINFORCEMENT
NONE
SPAN
105"
1/4 " -20 x 3/4" STUDS
W/ WING NUT & WASHER
O 12' O.C.
2 x 2 x 1/8"
ALUM. ANGLE
6063 -T5
ANCHORS: EMBEDMENT & EDGE
DISTANCES SHOWN ARE BEYOND
THE WALL & FLOOR COVERING
(STUCCO. TILES. ETC.)
INSIDE MOUNTS
4 4
MAX SPAN
3/
T(P.ICAL
SECTION C -C
1/4 " -20 x 3/4' STUDS
W/ WING NUT & WASHER
C 12" O.C.
1
1
RENFORCEMENTI SPAN
ALUM STRAPS t,91 -1/2'
Ed - TYPICAL EDGE DISTANCE
CONC. & BLOCK ■ 12d (12 ANCHOR DIAMETERS)
WOOD ■ 5d
FOR LESSER EDGE DISTANCES SEE SHEET 1 OF 4.
1/4-20 X 1/2" BOLTS WITH
NUTS 0 6" O.C.
2 X 3 X 1/8'-
2 X4X 1/8"
2 X 5 X 1/8'
ALUM ANGLE
BUILT -OUT CONDITION
1/4-20 X 1/2' BOLTS WITH __.
NUTS 0 6" O.C.
MAX SPAN
SECTION D -D
REINFORCEMENT
STEEL TUBE
SPAN
102'
ENGINEER: HUMAYOUN FAROOQ
PE / 16557 APPROVED AS COMPLYING WITH THE
SOUTH FLORIDA BUILDING CODE
.. , DA T - . R 19q
., • =1l.:i
PitOi)i, CONTROL DIV.S ON ,
BUILDING CODE COMPLIANCE OFFICE
1CCEPTANCE NO. OR2I.ol
SEP 2 1995
C.)
C
0
n
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O
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C
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TO
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drawing no.'
94 -41
0
0
v
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o
ao
4
N
8
N
N
sheet 2 of
ANCHOR
TYPE
SPACING INCHES
UPTD 45 PSF
UPTO 72 PSF
CONC.
BLOCK
WOOD
CONC.
BLOCK
WOOD
D
12
12
-
12
12
-
E
-
-
12
-
-
12
REINFORCEMENT
SPAN
STEEL TUBE
99"
NONE
70'
•
Ed
1
a
L y
MAX SPAN
ANCHORS —
SAME AS HEADER
DIRECT MOUNTS
. P
i
i
P
1 -1/2 X 1/8" ALUM STRAP (6063)
0 24' O.C.
1/4-20 X 3/4" STUDS WITH
WINGNUT & WASHER 0 LAP JOINTS
1/4-20 X 4" BOLTS
INTO JACKNUTS
12"
12"
PANEL REINFORCING DETAIL
12"
12"
1 X 1 X 1/16" STEEL TUBE
0 MID SPAN
1/4' 0 ANCHORS
0 24" O.C.
DETAIL A
END CAP BUILT -OUT CONDITION
ENGINEER: HUMAYOUN FAR000
PE f 16557
S p 1995
2X2X1/8"
2 X 3 X1 8"
2 X 4 X 1/8'
ALUM. ANGLE
FOR END CAP
AS REQD. AT
BUILT -OUT COND(T1ONS
APPROVED AS COMPLYING WITH THE
SOUTH FLORIDA BUILDING CODE
DAT . C r E Ji 199
PRODUCT CONTROL DIV.S`ON
BUILDING CODE COMPLIANCE OFFICE
ACCEPTANCE NO 95 "OZ2I .6
•
D
CD
0
rowing no.
94 -41
ANCHOR
TYPE
SPACING I NCHES
UPTO 40 PSF
UPTO 70 PSF
•. 7:143,•••!
__
•••
MEIiFVNMI
tIIIII®NMI
MIMIo=MI
-
WMMUM
-
-
9
-
-
-
8
WOOD HEADER
REQUIRED
-
— FASTENERS
AS PER SCHEDULES
W/ 1 -1/2" MIN. PENETRATION
TO EXISTING HEADER
1/4-20 X 1/2" BOLTS WITH
NUTS 06 "0.C.
SEAS FASTENERS
2" X 4" CONT.
W/ (2) 1/4" 0 X 5" LAG SCREWS
O EACH STUD W/ 2" MIN PENETRATION
INTO EXISTING STUD
INSTALLATION DETAIL ON EXISTING WOOD BUCKS
MAX. SHUTTER HEIGHT = 105"
MAX. DESIGN LOAD = 72 PSF
OTHER CONDITIONS SIMILAR
FOR FASTENERS SEE SCHEDULES
SCALE : 1 /4 "-1"
1 14 X 3/4" TEKS
0 12" O.C.
1" X 4" X 1J8" CONE ALUM TUBE
W/ (2) 1/4 0 X 4" LAG SCREWS
0 EACH STUD W/ 2" MIN PENETRATION
INTO EXISTING STUD
2 X 4 X 1/8"
2 X 5 X 1/8"
ALUM ANGLE CONT.
EXISTING WOOD TRUSSES
0 24" O.C.
MIN. 2x4 MEMBERS
(3) # 14 S.M.S. 0 EACH RAFTER
2" MIN. PENETRATION
/r //I IN// / / /O / / //I r/I %//.
3" MIN.
- -.1.500
HEADER CONNECTION TO WOOD TRUSSES
MAX SHUTTER HEIGHT = 105"
MAX DESIGN LOAD = 65 PSF
COUNTER TOP CONDRION
(PASS THRU WINDOW)
MAX SHUTTER HEIGHT = 6 FT.
MAX DESIGN LOAD = 70 PSF.
1/4" PLYWOOD
EXISTING SOFFIT
Lr
1/4 " -20 x 3/4" STUDS
W/ WING NUT & WASHER
® 12" 0.C.
d
AZ A
1 -1/4
2 x 3 x 1/8" AWM. ANGLE
MIN
d
1/4" THRU BOLT W/
WASHER & NUT 0 6" O.C.
1 -3/4'
ENGINEER: HUMAYOUN FAROOQ
PE f 16557
SEp z 9 1995
APE AS COMPLYING WITH THE
SOUTH FLORIDA BUILDING CO DE
DATG OcTO bEl ql 199
wi
PRODUCT CONTROL DIVISION
BUILDING CODE COMPLIANC OFFICE
ACCEPTANCE NO 95 - O 521.0'
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drawing no.
94 -41
(sheet 4 of 4
11 S PA D M
1
�+ ;k; {- '!' r
F..:.,..nc STATE ':i;
SUBJECT TO CUt: t L � aL Fti °: +i "t ,...'. _.....a^.t� . .. u:i..... ,
hLt%Jn'.2,
1 a �/ r 4 rn ,.[S�
Ill� %'il SHORES Ci tEh(�r �:S •+��.�:.:'�: +. F ai Ji:�`.:1:�I�_ IEy FOR
OF OR RE2i;LTS THESE PLJ:INS.
CO LIl.NCE {,Si:Tia TEE SOUTH FLORIDA BUILDING CODE AS ADOPTED B
MIAMI SHORES ViLLAOE iS 1EQU;R D. THE ARCHITECT, €BUILCi 8 SUS
CONTRACTORS ARE CHARGED M TH THE KNOWLEDGE CF ALL SUILDIN a
REGULATIONS W1E 11ER OR NOT SPECIFICALLY INDICA E.D HEREIN.