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METRODOE
"HOOKLOCK" EXTRUDED
ALUMINUM STORM PANELS
PRODUCT CONTROL NOTICE
Security Aluminum Windows & Doors
5100 N.W. 72 Avenue
Miami, FL 33166
Acceptance No.:97 -0312.01 h c_4 • _ q -/ 1 e
SC-4- r0:4-GG a- -f3
Expires:06/05/00
Approved:06/05/97 -1-
METROPOLITAN DADE COUNTY. FLORIDA
METRO -DADE FLAGLER BUILDING
BUILDING CODE COMPLIANCE OFFICE
METRO -DADE FLAGLER BUILDING
140 WEST FLAGLER STREET. SUITE 1603
OF ACCEPTANCE MIAMI. FLOR 33130.1563
(305)375.2901
FAX (305) 375.2908
PRODUCT CONTROL DIVISION
(305) 375-2902
FAX (305) 372-6339
Your application for Product Approval of:
"Hook Lock" Extruded 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. 94-45, Sheets 1 thru4 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 uscd 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 it- 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.
au l KOGTtguez
Product Control Supervisor
THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL
CONDITIONS
BUILDING CODE COMMITTEE
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 uscd in Dade
County, Florida under the conditions set forth above.
anger,
Director
Building Code Compliance Dept.
Metropolitan Dade County
Security Aluminum Window & Doors ACCEPTANCE NO.: 97 -0312.01
APPROVED ; JON 0 5 1997
EXPIRES : JIM 0 5 2000
NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS
1. DESCRIPTION
1.1 This approves an extruded 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. 94-45 Sheet I of 4,
using aluminum alloy 6063 -T6, with a typical wall thickness of .078 ".
2.2 . Panel consist of a single extrusion' having a total width of 11.50 ", forming 2.00" deep ribs and a
self - mating hook at each end.
2.3 Components shall be aluminum alloy 6063 -T6, extruded header, a 1 -1/2" x 2" x 1/8" angle and a 2"
x 4" (or 6 ") x 1/8" wail thickness aluminum tubes.
3. LIMITATIONS
3.1 The design will be dependent on the maximum panel height of 8' -0" or 96" for wall mount and
built -out condition and 7' 6-7/8" or 90 -7/8" for ceiling & floor mount, to be installed only as
outlined on Dwg. No. 94-45 Sheets 1 thru 4 of 4.
3.2 Minimum separation to existing glass to protect shall be 2 -3/4 ".
3.3 Maximum clearance between top of panel and inside of header shall be 1/4 ".
3.4 Panels longer than may be installed stacked using an aluminum tube mullion at midspan, anchored
to the wall at each side. For Design Pressure Rating vs Mullion Span and Shutter Height, see Charts
on Sheet 4 of 4, Dwg. No. 94-45.
3.5 Special Requirement: None
4. INSTALLATION
4.1 The panels shall be installed only in the following condition:
4.1.1 Wall Mount
The panels are inserted at the top into the header. which is anchored to the wall with a
perpendicular or inclined fastener, and captured at the bottom by two 1 -1/2" x 2" x !/8" altuninwn
angles, where one is anchored to the wall and the other locking to the first with 1/4 " -20 x 3/4" SS
studs w /wing nut, spaced as indicated on the spacing table, as shown on Section C -C, Dwg. No.
94-45, Sheet 2 of 4, bearing the Dade County Product Control approval stamp.
4.1.2 Ceiling & Floor Mount (Inset Mount)
The panels are inserted at the top into the header which is anchored to the inside of the
concrete lentil opening; and captured at the bottom by two 1 -1/2" x 2" x 1/8" aluminum angles,
where both are anchored to a concrete slab or bulkhead, locking the panels with fasteners spaced as
- 2 -
l2J Q.LLIAL
Man el Perez, P.E. Plans
Product Control Division
TEST
TEST LOAD
DESIGN LOAD
Deflection
LARGE MISSILE IMPACT TEST
SFBC PA 201 -94
SATISFACTORY
HETI- 94-130
Max..
2 3/4"
CYCLIC WIND PRESSURE TEST
SFBC PA 203 -94 POSTt1VE
+91.0 PSF
HET -94 -130
+70.0 PSF
HETI -94 -130
CYCLIC WIND PRESSURE TEST
SFBC PA 203 -94 NEGATIVE
-117.0 PSF
HETI -94 -130
-90.0 PSF
HETI - 94
UNIFORM STATIC AIR PRESSURE TEST
SFBC PA 202 -94 --. - POSITIVE - ---
+82.0 PSF
HETI -94 -126
+55.0 PSF
HETI - 94-126
Max..
0.549" -
UNIFORM STATIC AIR PRESSURE TEST
SFBC PA 202 -94 NEGATIVE
-110.0 PSF
HETI -94 -126
-72.5 PSF
HETI -94 -126
UNIFORM STATIC AIR PRESSURE TEST
SFBC PA 202 -94 POSITIVE
+120.0 PSF
HETI- 94-131
+80.0 PSF
HETI- 94 -I31
Max..
0.764"
UNIFORM STATIC AIR PRESSURE TEST
SFBC PA 202 -94 NEGATIVE
-210.0 PSF
HETI -94 -131
-140.0 PSF
HETI -94 -131
DESIGN PRESSURE RATING
For anchor spacing of: 11 ", 5 1/2 ". 11"
+55.0 PSF
-72.5 PSF
DESIGN PRESSURE RATING
For anchor spacing of 5 IR ", 5 1/2 ", 5 1/2"
+70.0 PSF
-90.0 PSF
Security aluminum Windows & Doors ACCEPTANCE NO.: 97- 0312.01
NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS
indicated on the spacing table. as shown on Section A -A. Dwg. No. 94-45. Sheet 2 of 4, bearing the
Dade County Product Control approval stamp.
4.1.3 Build Out Mount
The panels are inserted at the top into.theltt:•ader which is attached with 1/4" -20 x 3/4" SS
studs w /wing nuts to a 2" x 5" x 1/8" aluminum angle anchored to the wall: and captured at the
bottom by two 1 -1/2" x 2' x 1 /8" aluminum angles, fastened with 1/4 " -20 x 3/4" SS studs w /wing
nut, to each other and also to another 2" x 5" x 1/8" aluminum angle which in turn is anchored to the
wall below; end caps consisting of 3' x 2" x 1 /8" or 2" x 2' x 1/8" aluminum angles shall be
installed at the sides to cover the gaps between wall and panels. as indicated on the approved
detailed drawing No. 94-45, Sheet 2 of 4. Section B -B. bearine the Dade County Product Control
approval stamp.
4.1.4 Any combination of the above.
4.2 Anchorage of the header and angles shall be to concrete, masonry and/or wood framing and shall
consist of only the anchors, embedment and spacing specified on Drawing No. 94-45. 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: and damage at ail time.
.9
5. IDENTIFICATION
5.1 Each panel shall bear a permanent libel with the manufacturer's name or logo, city, state and
following statement: "Dade County Product Control Approved ".
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. 94-45, Sheets 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 renewal supersedes Notice of Acceptance No. 95- 1205.03. dated 02/08/96.
APPROVED ; JUN 0 5 1997 APPROVED : JUN 0 5 1997
EXPIRES : JUN 0 5 2000 EXPIRES : JUN 0 5 2000
Mantle! Perez P.E. PI mar 11
Product Control Division
Security Aluminum Windows & Doors . . ACCEPTANCE NO.: 97- 0312.01
NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS
7. TESTS PERFORMED
TESTS:
RESULTS:
- 2b -
Manu 1 Perez P.E. Plans' finer 1!
Product Control Division
ecurity Aluminum Windows & Doors ACCEPTANCE NO.: 97 -0312.01
APPROVED :. JUN 0 5 1991
EXPIRES
NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS
-2c-
.1110_0_5_201111_
8. EVIDENCE SUBMITTED
8.1 Tests:
8.1.1 Test report on Large Missile Impact Test and Cyclic Wind Pressure Test of "Hook Lock"
storm panels, prepared by Hurricane Engineering & Testing. Inc.. Report No.HETI -94 -130. dated
June 4, 1994, signed and sealed by Arshad Vigor, P.E.
8.1.2 Test report on Uniform Static Air Pressure Test of "Hook Lock" storm panels, prepared by
Hurricane Engineering & Testing, Inc., Report No.HETI -94 -126, dated March 27, 1994, signed and
sealed by Arshad Vigor, P.E.
8.13 Test report on Uniform Static Air Pressure Test of "Hook Lock" storm panels, prepared by
Hurricane Engineering & Testing. Inc., Report No.HETI -94 -131, dated March 27, 1994, signed and
sealed by Arshad Vigar, P.E.
8.2 Drawing:
8.2.1 Drawing No. 94-45 "Hook Lock" Storm. Panel Details. Sheets 1 thru 4 of 4, prepared by
AI- Farooq Corporation, dated 06/08/94, revised on 1 1/10/95. signed and sealed by Humayoun
Farooq, P.E.
8.2.2 Die drawings No. AF -10686 dated 12/16/93 and AF -10729 dated 12/29/93.
8.3 Material certification:
83.1 Certified Inspection Report from mill; prepared by Alumax Extrusions Inc. dated 6/28/94 for
aluminum alloy 6063 -T6
8.3.2 Certified Chemical and Tensile Test Report No. 70 -02 -94 -219 prepared by ATEC
Associates. Inc. dated June 15, 1994.
8.4 Calculations: '
8.4.1 Anchor calculations prepared by Al- Farooq Corporation, dated 10/13/94, signed and sealed
by Humayoun Farooq. P.E.
8.4.2 Aluminum tubes calculations prepared by At- Farooq Corporation. datcd 11/12/95. signed and
sealed by Humayoun Farooq, P.E.
Man -I Perez. P.E. Plans
Product Control Division
ner II
Security Aluminum Windows & Doors ACCEPTANCE NO.: 97- 0312.01
APPROVED : JUN O S 1997
EXPIRES
: JUN 0 5 2000
NOTICE OF ACCEPTANCE STANDARD CONDITIONS
1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original
submitted documentation, including test supporting data. engineering documents. are no older than eight (8) years.
Any and all approved products shall be permanently labeled with the manufacturers name, city. state. and the following
statement: "Dade County Product Control Approved ", 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 times. 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(c) 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.
11. The spacing of fasteners at window sills shall be as indicated in Section 4 of this Notice of Acceptance. The spacing of
fasteners in all other pars of the frame. shall be as indicated in Section 4 of this Notice of Acceptance. but in no case
shall exceed 24" on center. The lint fastener shall be located at a maximum of 6' from each comer 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.
12. Hardware for all windows and doors shall conform to Security and Forced Entry Prevention. Chapter 36 of the Soudr
Florida Building Code.'
END OF THIS ACCEPTANCE
3
Man el erez, P.E. Plans
Product Control Division
titer I1
FASTENER SPACING. IN MASONRY
TABLES ARE BASED ON 1W1011. EDGE DISTANCE - 126
FOR LESSER EDGE DISTANCE DECREASE SPACOIC EN
MULTIPLYING MTH THE FACTOR BELOW
EDGE DUST. 12d 3 70d 2 - 4 /z' 54 6d 1 - 1/2' 1 - 1/4'
FACTOR 1.00 0.86 0.71 0.57 0.50
EXAMPLE FOR Y EDGE CAST. SPACDC - 1Y 0.C. (FROM TABLE)
FOR 2' EDGE OW. SPACING - 12 X .71 - 8.5 O.C.
.075
1.500
-2.031
A I
03
6063 -T6
$ 11 lu
1 5 1 00
I 1
BASE ANGLE
6063 -T6
1.750
.078
I FOR 06TAUATlON DETA LS SEE SHEET 2 AND 3. j
2500 I
2 X 2 X 1/8'
OR2X3X1 /E'
AURA. ANGLE
FOR ENO CAP
RE00. ONLY AT
1 T common
A1L74OR
AD 4
O 24"
3.000
11500
EXTRUDED PANEL
ALUMINUM .078
6063 -T6
OPTION 1
TYPICAL ANCHOR,
ANONORt®j- 1/4 TAPGTN• 1 -3/4' DMBEDIIE 1T TO CONCRETE
1 -1 /4 EMBEDMENT TO BUCK
ANOICRQD - 1/4' RABL CALK -N. STAR TAMPS' OR cowl..
TOTAL ANOIOR 900Y INTO CONC.
ANOIOR ®- X14 SLS. INTO W000. (5.c.- 0.47)
1 -1 /2 MK EMBEDMENT
NOTE ANCHORS. USE MILL EMBEDMENT IN CONCRETE BEI'OND
THE COrERDIG (STUCCO. 71E5. ETC.)
2.500
3.000
1.500
SECTION D -0
1.922
.281
END CAP BUILT -OUT CONDITION
i
1 =
TOPICAL EDGE 06TANCE N 8000 - 1 -1/4'
NO RE UC110N FACTOR IS REWIRED
24' TYP. ENO CAP
1
ANCHORS
I 1
OPTION 2
�+- + 10 S.►tS.
O 24' 0.C.
A
3
C
C
B
A
TYPICAL ELEVATION
3I 2.
i ?'A•:i1.:11:1X U::I y .Zoot)
1• oUl {'I CONiftUi.1)1V151
LEU CODE CUMIr1.IANCE :Flcr
PRODUCT MARKING
A LABE SHALL BE AFFOIDD ON EACH PANEL
MTH THE FOLLOWING STAIBIOIT.
SECURITY AU.IMINUY WINDOWS
- HOC/CLOCK' EXTRUDED ALUMINUM STORY PANEL
"DADE CORM PRODUCT CONTROL APPROVE
ANCHORS: DMBEDMDIT & EDGE
OLSTNICFS SHORN ARE BEYOND
LL r
TIE WA FLOOR COVERDC
(STUCCO. TM. EMC)
IMPOSED BY SHUTTER.
4' TIP
D
•
•
•
1. TIOS STRUCTURE tS DESIGNED AS PER THE SOUTH FLORIDA
0.0D= CODE 1994 EDITION FOR DADE CO RRY. ALSO FOR MID
LOADS AS. PER ASCE 7 -88 ASSOC CORRESPONDING L6*DS.
2. OE5101 CRITERIA FOR ALUYINW.• I8MMUM MOZH NIC*1. PROPERTIES
ANO SAFETY FACTORS ARE IN ACCORDANCE WITH THE ALUMNU14
CONSTRUCTION WA/1L41.' LA1E5T =ION.
3. ALUMINUM ALLOYS:. ALL EXTRUSIONS SHALL BE ALLOY AT USTTR.
PANELS SNAIL BE ALLOY 6063-76.
4. STEE- =NAM TO BE PLACED N CONTACT %T N AWMUM SHALL BE
GIVEN ONE COAT OF ZRNC CHROMATE PRIMER 9I ACCORDANCE WIT1I
FEDERAL SPEC. NO. TIP -645. OR BE GALVANIZED.
5. ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS.
ANCHOR EMBEDMENT TO BASE MATERIAL SHALL 6E BEYOND WALL
DRESSING OR STUCCO.
6. ALL BOLTS SHALL BE STANLS 5IEFL ALUIgMA1 ALLOY 2024 -T4
OR 7075 -16. OR PLATED STEEL WMG NUTS SHALL BE OF ZINC AUDY.
7. THE DESIGN AT ANY GIVEN ELEVATION SHALL COMPLY WITH THE
TABUS PERTAINING ING TO 111E 0Q'OSURE/201IE
8. DESIGN CRITERIA FOR PANELS: MAX DEFLECTION z L/30 OR 2'.
9. ANTICRWC OR WALING COMMONS OTHER TINT THOSE Si40*4 N
THESE DETAILS ARE .0 BE 0147e SERLD SEPARATES.
ID. COSTING STRUCTURES MUST BE CAPABLE OF 51STANNG LOADS
OES1GN LOADS SHALL BE C. ALCULATEI) AS PER REOUIREME NIS OF
ASCE 7 -88, BASED ON 110 MPH WINO VFIOCTTY.
DESIGN PRESSURE RATING = + 70 -PSF, - 90 PSF
TYPICAL SPACING OF 5 -1/2' FOR STUDS
DESIGN PRESSURE RATING = + 55 PSF, - 72.5 PSF
ALTERNATING SPACING OF 11' AND 5 -1/2' FOR STUDS
DIG,400t NUWIOUN FAR000
PE / M557
*40\1121
ENO =SORE ANGLE
READ. ONLY ON
_BOLT - 010 CONDITION
SEE SECTION 0-0
DAIf
BT __
PRODUCT
APP20WD AS COMPETING WTfH 1NT
SOUTH TLO1IDA ESUODINC CODE
EBRt NARY
1ROt 01YS.0N 0
BUILDING CODE L'01t4LLAIICE DFEICE
SCCEPIA= No & S.03
0 1
(
0
04 11 1 1
eheet 1 of 4
•
a
._ 1 _
�>
w.l.'.41c�A.,, T.'
z M
.I'�^ri(•i6^.7C^T;
MIKINITI•EMII0
MIZIMasMa
—'lMou
t]liiilE7F7op
<MEItOO s
<w•ii —i!
-.J
• UPT(I 'D '3 1
SPACING INcrEs
TTpE
jCD2 _.PUZQUE1ooal
{ I i f I 5.S • -
D 15.z 1 -
. - 1 - , S 3 f
04.4.41;..11 Alta
t•1,E]F>�O
t>•OOF3a111
�— GAEL
1Q1. SEPARATION
-- 2 -3/4
TYP1CSAL
ALL INSTALLAT10N5
CFIIING d_1OOR MOUNT
.5'FC11ON A —A
PANEL
2 : 1 -1/2 x 1 /8"
ALUM ANGLE
5043 2
ANC)4OR 0
0 18' O.C.
.,,q!• lo
LI N
. FOR GENERAL NOTES " ANO E(TRUSION OETAILS SF C SHEET 1 OF 4.
1/4" MAX
MAX SPAN- 9n -7/8'
1 -1/2'
-1/2
VI - 2 X S Y I /8' AWU
ANGLE
6063 -TS
SECTION 9- 3
13UfLT OUT COMMON
2 X 5 X 1/e' µLM
ANCIZ
6063 -TS /4 -20 X 3/4 ST1105
w/ wDNC NUTS
FOR SPACING SEE
NOTE BELOW
PANEL
1/4" MAX
2 . : -1/2 .
GLUM ANGLE
506} -T6
LI /4' -20 X 3/4 SKIDS
W/ A010 NUTS
FOR SPACING SEE
NOTE BELOW
MAX SPAN ..96 -
PROD ;CI RENEW ED
ACCf3T.xtz - -0f
/8 "
SPACING FOR STUD$
FOR PRESSURE RATING «70 PST. -90 PST. USE TYPICAL SPACING oT 5 -1 /2'
FOR PRESSURE RAT1NG «55 PSF. -7Z.5 PST. USE ALTERNATING SPACING or i 1' ANO S - :/2
RAMS I)ATE,U • s ue ' 7 110a By
/��
P11 i_D' i 11.r>•NTROLD(VIS'
ueu. iii C'iIUE CUtti L1ANl38FF
Ed - TYPICAL EDGE DISTANCE
conC. & BIDOC - 12d (12 ANCHOR 01AMETEiS)
WOOD - 5d
FOR LESSER WCE DISTANCES SEE SHEET 1 OF 4.
WALL MOUNTS
UP TO :D - K UP TO ?0
A4DCR PAC' ' i I FOR, SPACING JQICS
rYPE �'C:NC iRi ocUMOOGI I
`. S , -
0 ;3 I - 1 -
1 - • - -
SECTION C —C
DIGNEEPt Nut t FARGO°
✓• -1-
MAX SPAN.•96'
1/4' MAX
PANEL
V..2 . -1 /2 I /3"
ALUM ANGLE
6063 -T6
T/4' -20 X 3/ STUDS
w/ WING N111$
FOR SPACING SEE
NOTE BELOW
AF <IV< 0 AS COMPLYING WITH Thf
SOUTH ARID BUILDING COOF
041 &deli fig. 096
SY
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ANC)4OR 0
0 18' O.C.
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GLUM ANGLE
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NOTE BELOW
MAX SPAN ..96 -
PROD ;CI RENEW ED
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FOR PRESSURE RATING «70 PST. -90 PST. USE TYPICAL SPACING oT 5 -1 /2'
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FOR SPACING SEE
NOTE BELOW
AF <IV< 0 AS COMPLYING WITH Thf
SOUTH ARID BUILDING COOF
041 &deli fig. 096
SY
PIT oath., CGG1R0: 0IY153.
BUIL0IN1 C00f COMPLIANCE OTT ICI
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AU M ANGLE CONT.
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3' I.O.
HEAD CON NECTION TO WOOD TRUSSES
MAX SHUTTER HEK ff - 8 FT.
MAX DESIGN LOAD - 70 PSF
1/4' -20 X 3/4'
DOLT W/ NUT
• r FROM EN05
• 5-1/2" 0.C.
f:CP'RA 1 RN: DATE 7CCO
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1/4' PLYWOOD
=TUG SOFFR
PR 1H..tl CU?f7RUL DIM
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9
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•
MIAMI SHORES VILLAGE
BUILDING INSPECTION DEPARTMENT
APPLICATION FOR BUILDING PERMIT
Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build-
ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami
Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and
regulations of the building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved
plans and specifications must be kept at building during progress of the work.
� Date 3 — .`� - a , 19
Owner's Name and Address., u.� ,y�
-i No.. -- .
�� Street.: -•-- S1Z
Registered Architect and /or Engineer
Name and address of licensed contractor
Location and legal description of lot to be built on:
Lot Block Subdivision
Street and Number where work is to be done
State work to be done and purpose of building (by floors)
and for no other purpose.
New Building Remodeling Addition Repairs No. of Stories
To be constructed of Kind of foundation
Estimated Total cost of improvements $ 77 • Amount of Permit $
Zone cubage required .Plan Cubage 'a °� � S' C,/ / ia),(._ ✓^
Distance to next nearest building Size of Building Lot
Maximum live load to be borne by each floor
I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may
be sent to
•
The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer
of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement,
and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him
in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice
or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on work to be performed under this
permit, as are licensed by Miami Shores Village.
Remarks (Signed)
STATE OF FLORIDA,
COUNTY OF DADE. ss.
Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap-
peared
and who, being by me first duly sworn, upon oath deposes and says that he is the.
of the above described construction, that he has carefully read the faregoing application, and that he did sign the same, and that all facts
therein by him stated are Vie.
Permit No �
Disapproved
(Signed)
Building Ins ector
11 L f4
oof Covering
to me well known,
Date ._ %) Read, Sworn to and Subscri d before me. gig /c'-)
Notary Public, St e -a, r4 —
My Commission Expires *7 C'2,77.: ' •'^
wndod by Amonan TF3 SUrrcny ,. .
PLANNING BOARD DATE
Chairman Member
Member Member
Member Member
Council Approved Date Disapproved Date
NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from
the Planning Board.
A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty
materials and /or workmanship.