1130 NE 100 St (9)t •
PERMIT APPLICATION FOR MIAMI SHORES VILLAGE
Date 8-26. q a J Job Address 1 130 de 100 5t. Tax Folio (! 3 2-05" — O (-f Y O
Legal Description
Owner/Lessee / Tenant J C, V1(1 03A VOWWSk
Owner's Address 113 0 N C 10 o St {e e1L
Contracting Co. N I 1 Jl a4 e U i (1 Q oW
Qualifier 'David B r'eyi baum
State # 0 61C t7 0 L-
FEES: PERMIT
Signature of owner and/or Condo President Date
My Commission Expires: . Upton
Com.mission # CC 734749
Expires C BDO 0 NG Co �Z NC.
OF A TLAN7 .
APPROVED:
Zoning Building
Mechanical
Miami Stiofes
Municipal # Competency # Ins. Co. Ave ✓i cc i -(4u i fy
Architect/Engineer Address
Bonding Company Address
Mortgagor Address
Permit Type (circle one): UILDING ELECTRICAL PLUMBING MEC CAL ROOFING PAVING FENCE SIGN
7 HANI
WORK DESCRIPTION
4 f15i a l l otfi io✓1 0C 5hu to ✓5
Square Ft. Estimated Cost (value) 3000.00
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 ,11 work will
laws regulating construction and zoning. Furthermore, I authorize the above -named con t' to do • , ork stated.
SS#
S
C.C.F. ) 8
/V r
e of Contra • . •
Historically Designated: Yes No
Master Permit #
Phone ( o5y 75( - g 2 L 5
Address 7 Nu) 52 5f ✓eet A37--Q
Phone 63o5) 5ia==
r Owner - Builder
• rt'ir Contracto wner- Builder
My Commission Expires:
'Liton
,�3►r.v Maw p
cCommissfon # CC 734749
I�I Expires May 30, 2002
� BONDED THRU
4 0F t"" ATLANTIC BONDING CO.. INC.
NOTARY BOND
Electrical
done in compliance with all applicable
Date
Date
r e"
Plumbing Engineering
may 18 ' 98 11:15
NOTICE OF COMMENCEMENT
TAX FOLIO N0.
FAX P. 1
/1 - 0L -o/
PERMIT N0.
STATE OF FLORIDA:
COUNTY OF DADE:
THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with
Chapter 713. Florida Statutes, the following information is provided in this Notice of Commencement.
1. Legal description of property and street address: MO k o o S+'t.sz$ (V1; o-r ; Sore .S
93R421338 199E AUG 26 12:48
2 Description of improvement re plo men t o f Ge n do co i n5t +; or, o C5ho tler5
S: Owner(s) name and address: Jo hn t73fowSki 113o NE Cjt✓eef 5i1o((5
Interest in property:
Name and address of lee simple titleholder:
4. Contractor's name and address: A l I Stake. W; ✓id ows 7‘73 N w 52 5t-(€ e-f
6. Lender's name and address:
m� FL 3 ((A
5. Surety:(Payment bond required by owner from contractor, If any)
Name and address:
Amount of bond S
7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided
by Section 713.13(1)(a)7.. Florida Statutes,
Name and address:
8. In addition to himself. Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided In Sec-
ton 713.13(1 Florida Statutes.
Name and address:
9. Expiration date of this Notice of Commencement: (the expiration date Is 1 year from the date of recording unless a
different date is specified)
Srpn3ture of Owner
Sworn to and subscribed before me this d ` of
My Commission Emir %p.ohm s 9I1rvnntar Al i
11k1H1
ZOOZUMW seWldx3
BL 33 # uolsslwwo3%
tILti
uoidl1 UUJ9w 'd A
„4,92.2_,gy
0 : DADE
RErY CERTIFY •t o' this is n frp c t, p f the
inoifil i this otiicc on 2 rilay of
- -
PNEc,S my hand and Officlai Seal.
ARVEY RUVIN,CLg5K, o ircuit ondCountyCourfs
D.C.
q 4-0 rs ct
flntwnn; L 33) 3-(c1
METRO -DADE
.Your application for Product Approval of:
.060" Aluminum, 3003 - H14 Alloy, Storm Panel Strutter
under Chapter 8 attic 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. 95 -549, Sheets 1 ihru 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 he 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.
PRODUCT CONTROL NOTICE OF ACCEPTANCE
Florida Storm Panels /Stainless Metalworks,
14475 N.W. 26th Avenue
Ora Locka FL 33054
Acceptance No.:96- 0304.01
Expires:07 /11/99
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 used in Dade
County, Florida under the conditions set forth above.
Approved:07 /11/96 -1-
METROPOLITAN DADE COUNTY. FLORIDA
METRO -DADE FLAGLER BUILDING
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
INTERNET: mdcc0l @shadow.nol
PRODUCT CONTROL SECTION
(305) 375-2902
FAX (305) 372-6339
taut Rodfiguez
Product Control Supervisor
; - Ls anger,
Director
Building Code Compliance Dept.
Metropolitan Dade County
Florida Storm Panels. ACCEPTANCE NO.: 96- 0304.01
APPROVED : ' in 1 1 1996
EXPIRES : JUL 1 1 1999
NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS
1. DESCRIPTION
1.1 This approves a .060" aluminum, 3003 -1114 alloy , 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. 95 -549, Sheet 1 of 4,
using .060" thick aluminum, alloy 3003 - 1114.
2.2 Panels are rolled formed, have a nominal width of 12 -1/2" and a total full width of 14 -1/2 ", forming
2" deep ribs
2.3 Components shall be aluminum alloys 6063 -T6, "N" headers, "U" header, 1-1/2"x 1-1/2"x 1/8" sill
angle and 2" x 5 "x 1/8 ", 2" x 5 "x 1/4" built -out angles.
2.4 Tested specimen:
Dimensions: 4 panels
4 panels
4 panels
4 panels
4 panels
52" wide x 101" long overall.
52" wide x 67" long overall.
52" wide x 48" long overall.
52" wide x 101" long overall.
52" wide x 104" long overall.
4 specimens for windload
1 specimen for windload
1 specimen for windload
4 specimens for impact and cyclic load
2 specimens for impact and cyclic load
3. LIMITATIONS
3.1 The design will be dependent on the maximum panel height of 7-2" or 86 ", for wall mount with
bottom sill continuous wood or aluminum tube ledger as shown on drawing No. 95 -549, Sheets 2
of4.
3.2 Minimum separation to existing glass to protect shall he 3"
with stitch bolts reinforcement as
shown on Sheet 1 of 4.
2 -1 /4" with reinforcing bar (Part 16)
as shown on Sheet 1 of 4.
3.3 Maximum clearance between top of panel and inside of header shall he 1/4"
3.4 Special Requirement;
Reinforcing bar, consisting of one 1" x I" x 16 Ga. Galv. Steel tube (Part 14) attached with 1/4 " -20
x 3 -1/2" long SS bolts with wingnut assemblies spaced 12 -1/2 "" o.c at panel midspan overlaps; or
one (1) row of 1/4 " -20 x 1" long SS stitch bolts reinforcement with wingnuts assemblies spaced
12 -1/2" o.c. at panel midspan overlaps. Panel overlap spans less than 33" do not require midspan
reinforcement bars and /or stitch bolts.
Orla do Blanco, P.E. - Plans Examiner 11
Prc4luct Control Division
Florida Storm Panels. Inc, ACCEPTANCE NO.: 96- 0304.01
APPROVED
EXPIRES
NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS
1 1 1996
JUL 1 1 1999
4. INSTALLATION
4.1 The panels shall be installed only in the following condition:
4.1.1 Wall Mounts:
(A) (CONCRETE /MASONRY): The panels are secured to an 'II' Wall Header (Parts 2 or
3) at the head and attached with 1/4%20 S.S. studs spaced 6-1/4" o.c. to a 1-1/2" x 1-1/2" x 1/8"
aluminum angle at the sill (Part 7), both the header and sill angle are anchored to the wall, using the
tension anchors as shown on Section A "Wall Mount Section "; or the panels are directly secured to
thc wall using approved tension anchors as shown on Sections F "Wall Mount Section (Direct
Mount) ", as shown on Drawing No. 95 -549, Sheet 2 of 4 ; or panels attached at the head and sill to
a continuous 'F' track (Part 9) with 1/4%20 x 1" S.S. studs spaced 6-1/4" o.c. , the track is then
secured to the wall using approved tension anchors as shown on Sections 1 "Wall Mount Detail ", as
shown on Drawing No. 95 -549, Sheet 3 of 4 bearing the Dade County Product Control approval
stamp.
(8) (WOOD FRAMED): The panels are secured to an '1.1' Wall Header (Parts 2 or 3) at the •
head and attached with 1/4 " -20 S.S. studs spaced 6 -1/4" o.c. to a 1 -1/2" x 1 -12" x 1/8" aluminum
angle at the sill (Part 7), both the header and sill angle are anchored to the wall, using the tension
anchors as shown on Section D "Wall Mount Section "; or at the sill , panels are attached to a
continuous 2 x 6 PT wood ledger or 1" x 4" x 1/8" or 2" x 4" x 1/8" aluminum tube ledger plate with
1/4" diameter S.S. lag screws spaced 11" o.c. and #14 SMS at midway between lag screws, thc
ledger plate is then anchored to the wall with (2) - 1/4" diameter S.S. lag screws spaced 24" o.c.
maximum, as shown on Sections E "Wall Mount Section (Bottom)", as shown on Drawing No.
95 -549, Sheet 2 of 4, or panels attached at the head and sill to a continuous 'F' track (Part 9) with
1/4 " -20 x 1" S.S. studs spaced 6 -1/4" o.c. , the track is then secured to the wall using approved
tension anchors as shown on Sections 1 "Wall Mount Detail ", as shown on Drawing No. 95 -549,
Sheet 3 of 4 bearing the Dade County Product Control approval stamp.
4.1.2 Ceiling/Inside Mounts:
(A) (CONCRETE /MASONRY): The panels are secured to an 'U' Header (Part 4) at the
head and attached with 1/4%20 S.S.studs spaced 6-1/4" o.c. to a 1-1/2" x 1-1/2" x 1/8" aluminum
angle at the sill (Part 7), both the header and sill angle are anchored to thc wall, using approved
tension anchors as shown on Section 13 "Ceiling/Inside Mount Section ", Drawing No. 95 -549, Sheet
2 of 4, bearing the Dade County Product Control approval stamp.
(8) (WOOD FRAMED): The panels are secured to an 'U' Header (Part 4) at the head and
attached with (3) 014 wood S.M.S. wood screws with minimum of 2" penetration or (3) wood
brushings with 1" penetration at each rafter or truss thru a 1 "x 5 "x 1/8" continuous channel (Part
11) or I "x 4 "x 1/8" continuous aluminum tube; at the sill the panels arc attached with 1/4" S.S.
studs spaced 6 -1/4" o.c. to a 1 -1 /2 "x 1 -1 /2 "x 1/8" aluminum sill angle (Part 7), the sill angle in then
anchored with approved tension anchors, as shown on Section G "S it Mount Detail ", Sheet 3 of 4
, Drawing No. 95 -549, bearing the Dade County Product Con ' al stamp.
r ando Blanco, P.E. - Plans Examiner 11
Product Control Division
Florida Storm Panels. Inc, ACCEPTANCE NO.: 96- 0304.01
. 'JUL 1 1 1996
. ;JUL 1 1 1999
APPROVED
EXPIRES
NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS
4.1.3 Built -Out Condition;
(A) (CONCRETE /MASONRY /WOOD FRAMED): The panels are secured to an 'U'
Header (Part 4) at the head, which is attached to built -out angles (Parts 5, 5A, 513 or 6), with
I/4 " -20 S.S bolts spaced 12" o.c., and a I -1/2 "x I -1/2 "x 1/8" aluminum studded angle (Part 7) at
the sill, which is attached to built -out angles (Parts 5, 5A, 5B or 6). with 1/4 " -20 S.S. bolts spaced
12" o.c., both of the built -out angles are then anchored to the wall using approved tension anchors as
shown on Section C "Built -Out Mount Section ", Sheet 2 of 4; or Section 1.1 "Alt. Build -Out Mount
Section ", Sheet 3 of 4; Drawing No. 95 -549, bearing thc Dade County Product Control approval
stamp; or the panels are secured to an 'IT Header (Parts 2 or 3) at thc head, which is attached to
built -out channel (Part 10), with 1/4 " -20 S.S bolts spaced 12" o.c., and a 1 -1/2 "x 1 -1/2 "x 1/8"
aluminum studded angle (Part 7) at the sill, which is attached to built -out channel (Part 10), with
1/4 " -20 S.S. bolts spaced 12" o.c., both of the built -out channels are then anchored to thc wall using
approved tension anchors as shown on Section J "Built -Out Mount Scction", Sheet 4 of 4 ,
Drawing No. 95 -549, bearing the Dade County Product Control approval stamp.
4.1.4 Storm Panel Interior Fastening;
Panel are secured at sill using component angles (Part 5A and 7) as shown on Detail J "Storm Panel
Interior Fastening (Isometric) ", Sheet 3 of 4, Drawing No. 95 -549. bearing the Dade County Product
Control approval stamp.
4.1.5 Any combination of the above,
4.2 Anchorage of the shutters shall be to concrete, masonry and /or wood framing and shall consist of
only the anchors specified on drawing No. 95 -549, Sheets 1 thni 4 of 4. Substitution of anchor type
or indicated embedment is unacceptable.
4.3 Fasteners must have their own Notice of Acceptance and must he made of stainless steel or have
adequate protection against corrosion, per DIN 50018. Aluminum contacting metals not considered
compatible shall be properly protected.
4.4 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 unit shall bear a permanent label with the manufacturer's name or logo, city, state and
following statement: "Dade County Product Control Approved ".
5.2 Also a Warning Not shall be permanently stamped in each panel advising the home owner or
tenant that the storm panels will not offer hurricane protection unless all reinforcing bolts are
properly installed.
Orlando arE P.E. - Plans Examiner 11
Product Control Division
TEST
TEST LOAD
DESIGN LOAD
Defection
LARGE MISSILE IMPACT TEST
SFBC PA 201 -94 (Stitch Bolt Reinforcement)
SATISFACTORY
CTC -95 -036
Max.
3 "
LARGE MISSILE IMPACT TEST
SFBC PA 201 -94 (Aluminum Bar Reinforcement)
SATISFACTORY
CTC-95-036
Max.
2 -1/4"
CYCLIC WIND PRESSURE TEST
SFBC PA 203 -94 POSITIVE (101" Span)
+68.0 PSF
CTC -95 -036
+52.3 PSF
CTC -95 -036
CYCLIC WIND PRESSURE TEST
SFBC PA 203 -94 NEGATIVE (101" Span)
-98.8 PSF
CTC -95 -036
-76.0 PSF
CTC-95-036
UNIFORM STATIC AIR PRESSURE TEST
SFBC PA 202 -94 POSITIVE (101" Span)
+75.0 PSF
CTC-95-036
+50.0 PSF
CTC-95-036
n Design
1.165
UNIFORM STATIC AIR PRESSURE TEST
SFBC PA 202 -94 NEGATIVE (101" Span)
-93.0 PSF
CTC -95 -036
-62.0 PSF
CTC -95 -036
UNIFORM STATIC AIR PRESSURE TEST
SFBC PA 202 -94 NEGATIVE (67" Span)
- 226.03 PSF
CTC -95 -036
- 150.68 PSF
CTC -95 -036
UNIFORM STATIC AIR PRESSURE TEST
SFBC PA 202 -94 NEGATIVE (48" Span)
-442.0 PSF
CTC -95 -036
- 294.67 PSF
CTC-95-036
DESIGN PRESSURE RATING: See "STORM PANEL SCHEDULE "; Table 1, Sheet 4 of 4,
Drawing No. 95 -549
Florida Storm Panels. Inc, ACCEPTANCE NO.: 96 -0304.01
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. 95 -549, Sheets I thru 4 of 4, bearing the
approval stamp, Notice of Acceptance number and date by Dade County Product Control
Section, clearly marked to show thc components selected for the proposed installation.
6.2 The Building Official shall ensure the adequacy of shutter to meet thc pressure requirement of the
opening in which it is to be installed
7. TESTS PERFORMED
TESTS:
RESULTS:
- 2c-
APPROVED
EXPIRES
NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS
: l JUl 1 1 1996
: 1 .1111. 1 1 1999
r ando Blanco, P.E. - Plans Examiner II
Product Control Division
Florida Storm Panels. Inc. ACCEPTANCE NO.: 96- 0304.01
APPROVED : JUL 1 1 1996
EXPIRES :JUL 1 1 1999
NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS
8. EVIDENCE SUBMITTED
8.1 Tests:
8.1.1 Test report on: Uniform Static Air Pressure Test
Impact Tcst
Cyclic Wind Load Test
prepared by Construction Testing Corporation, Report No. CTC -95 -036, dated November 14, 1995,
signed and sealed by Christopher G. Tyson, P.E.
8.2 Drawing:
8.2.1 Drawing No. 95 -549, Florida Storm Panels, Inc. Storm Panel , Sheets 1 thru 4 of 4 prepared
by Knezevich & Associates Inc., dated 01/04/96, Revision No. 2, dated 06/06/96, signed and sealed
by V.J. Knezevich, P.E.
8.3 Material certification:
8.3.1 Mill Certified Inspection Reports issued by MSC Metals, dated 09/29/95.
8.3.2 Certified Tensile Test Report issued by QC Metallurgical, Inc., QCM Job No. 5KM -2636,
dated November 15 „1995, signed and sealed by James Rocse, P.C.
8.4 Calculations:
8.4.1 Comparative analysis and anchor calculations, dated 12/i 8/95, prepared by Knezevich &
Associates Inc., signed and sealed by V.J. Knezevich, P.E.
Orlando 3lanco, P.E. - Plans Examiner I1
Product Control Division
Florida Storm Panels. Inc. ACCEPTANCE NO.: Q6- 0304.Q1
APPROVED JUt 1 1 1996
EXPIRES JUt 1 1 1999
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 documents, including test supporting data, engineering documents, are no older than eight (8) years.
2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and thc following
statement: "Dade County Product Control Approval ", or as specifically stated in thc 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 thc 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) Misufe 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 QlazdjlrodUctund.d44ri
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 parts 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 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.
12. llardware for all windows and doors shall conform to Security and Forced Entry Prev en n, , apter 36 of the South
Florida Building Code.
Orl, 9411anco, P.E. - Plans Examiner 11
Product Control Division
END OF THIS ACCEPTANCE.
- 3 -
H
1
ST - 11
24
1
0
ST - 9 ST - 8
(2)- 25 SH \ (3)- 25 SH
EXISTING 4'
WOODEN POST
74' 74'
X X
63'
63'
X
108'
X
80'
SHUTTER
FOR
EXISTING
DOOR.
ST - 6
23
CO x
7173 N.V. 52nd St, Mloni, FL 33166 (305) 513 -3388
LEGEND!
ST = 20 GA GALVANIZED STORM PANELS
X = EXISTING WINDOW OR DOOR
74'
X
50 5/8'
ST - 1 ST - 2
ST - 15 GROUND FLOOR
X
EXIST
GARAGE DR
19 1/8'
X
38 3/8'
ST - 3
John ❑strowski
1130 N.E. 100 St.
Miami Shores, FL
Job #34186, 7/20/98