WINDOWS/SHUTTERSBUILDING
ELECTRICAL
PLUMBING
ROOFING
Owner of
Building
Architect
r t
Contractor J f •
or Builder `!`_- ''��. -+ i liatl t� �.�''.•
Legal Lot
Description 11 BI
Address of 4 / 40. f
Building 1 '
o MIAMI SHORES VILLAGE, FLORIDA,.
O PERMIT N? 10122 Cont or's
O License No.
Work to be performed under this Permit ` �r[r/t.L t sar
II
CONTRACTOR or BUILDER BY
,t .....ate - I •
Date 194
Cj4
Subdi-
vision
Sq. Ft.
Value of 1 ea 1 I Amount of
Project $ • 11 Permit $
permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the applica-
tion herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any
plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked
at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this
permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and
regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes respon-
sibility for work done by his agents, serraftts.A employye
Signed h L • - ' �jt ,S > R a (INSPECTOR) s BY
In consideration of the issuance to me of this permit I ree to perform the work cover 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, servant or employee.
IA I #si to kJ 34.72(44.. ' 4.A? 1.:a4g4di eA40'.
AUTHORITY
Date / 0 / - 7/ 9 (p Job Address f,7 /V £ q7 S 4 Tax Folio
Legal Description Historically Designated: Yes No
Owner/Lessee / Tenant ic} `J' l i C . 5 ci / 7L Master Permit # //,'„; (r 9(1)
Owner's Address Phone 1 Z i' Z 8 Z TFP/2 W .8 S i `?
Contracting Co. 0 \A../ T- ( F a_ Address
Qualifier SS# Phone
State # Municipal # Competency # Ins. Co.
Architect/Engineer Address
Bonding Company Address
Mortgagor Address
Permit Type (circle one) BUILDIN G ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN
('17)
WORK DESCRIP'T'ION
Square Ft 2( 35
12Q iac. e
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
' aws regulating construction and zoning. Furthermore, I authorize the above -named contractor to do the work stated.
Signature of owner and/or Condo President Date Signature of Contractor or Owner - Builder
Notary as to Owner and/or Condo President Date
My Commission Expires: My Commission Expires:
a -I — s(1)
FEES: PERMIT . RADON
1
PERMIT APPLICATION FOR MIAMI SHORES VILLAGE
APPROVED:
Zoning Building
Mechanical Plumbing
r.,c o C.va
1 • 0. �
Estimated Cost (value)
C.C.F. „)
Not as to Contractor or Owner- Builder Date
NOTARY
Electrical
TOTAL DUE
Ao/
BOND /36 7
Engineering
METRO-DADE
PRODUCT CONTROL NOTICE OF ACCEPTANCE
Binnings Pan American
2805 N.E. 185 St.
Miami,
Acceptance No.:96- 0102.01
Expires:02 /01/99
FL 33163
Approved: 02 /01/96 -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: mdcc01@shadow.net
PRODUCT CONTROL SECTION
(305) 375-2902
FAX (305) 372 -6339
•
Your application for Product Approval of
PA - 8 (1"x) Aluminum Mullion with Steel Reinforcement
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. PA2 -DET DXF, Sheets 1 lhru 5. (For listing, see
Section 8 of this Notice of Acceptance)
'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.
Raul Itodfiguez
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 used in Dade
County, Florida under the conditions set forth above.
.1 i... As
I S 1 anger,
Director
Building Code Compliance Dept.
Metropolitan Dade County
Jiinnings Pan American ACCEPTANCE No.: 96- 0102.01
APPROVED : FEB 0 1 1996
EXPIRES : FEB 0 1 1999
NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS
•
1. DESCRIPTION OF UNIT
1.1 This approves a structural mullion system for the windows specified below, designed to comply
with the South Florida Building Code, 1994 Edition for Dade County, for the locations where the
pressure requirement, as determine by ASCE 7 -88 "Minimum Design Loads for Buildings and
Others Structures ", do not exceed the Design Pressure Rating values in Section 7 and within the
limitations contained in Section 3.
1.2 Model Designation Binnings Pair American Aluminum 1'A -8 (1 "x) Mullions with Steel
Reinforcement. To be used to support only windows with a current Notice of Acceptance.
2. MATERIAL CHARACTERISTICS
2.1 The structural mullion consists of an extruded aluminum rectangular tube of 1/8" lateral,
0.173 "/0.158" front & 0.220" back wall thickness, with a tee shape protrusion in front creating a
double groove to accommodate the window's perimeter frame flange. Tube dimensions are:
1 -1/8" x 3 -1/2" (Part 08 -68) with a .750" x 3.000" x .125" formed steel channel (Part 08 -71) and
1-1/8" x 4" (Part 08 -70) with a .750" x 3.500" x .125" formed steel channel (Part 08 -72).
Tube material is aluminum alloy 6063-T5. Steel reinforcement is Fy = 29.3 ksi.
The properties of the head, jamb or sill members are not added to the properties of the mullion.
2.2 Tested specimen:
A side -by -side configuration, consisting of one'46" wide x 79" high Series PA -14 Aluminum Single
Hung Window and one Fixed Window of the same size mulled together.
Overall dimensions: 7' 8 -1/4" wide x 6' 7" long overall
3. LIMITATIONS
3.1 This approval applies to structural mullions to be installed vertically or horizontally, as shown in
Section 10.
3.2 Mullions are to be used only to support windows, with a current Notice of Acceptance.
3.3 The maximum mullion span (length) shall be: 78 ".
3.4 For Design Pressure Rating vs. Mullion length, see "Performance Charts" for each mullion size
(PA- 8 -l.35S for 1" x 3 -1/2" mullion with steel reinforcement and PA- 8 -1.40S for 1" x 4" mullion with steel
reinforcement) on Sheet 5 of 5, Drawing No. PA2- DET.XLS, bearing the Dade County Product Control
approval stamp.
3.5 For anchoring condition and clip installation details, see "Anchoring Details" on Sheets 4 of 5, Drawing
No. PA2- DET.DXF, bearing the Dade County Product Control approval stamp.
3.6 Both mullion (size and span), as well as anchor (type) selected design pressure rating, per load charts,
must meet or exceed the pressure requirement for the opening in which it is to be installed.
3.7 Window sizes and design pressures are to be limited to those appearing on Charts referenced above and
listed in their individual Notices of Acceptance.
Manu 1 Perez, P.E. Plans
Product Control Division
aminer I1
Binnings Pan American ACCEPTANCE No.: 96- 0102.01
APPROVED : FEB 0 1 1996
EXPIRES : FEB 0 1 1999
NOTICE OF ACCEP'T'ANCE: SPECIFIC CONDI'T'IONS
4. INSTALLATION:
4.1 Vertical or Horizontal Applications:
4.1.1 Clip Angles to Masonry or Concrete
Two 2" x 2'' x 1/8" x 2" long, 6063 -T5 aluminum alloy clip angles (one on each interior side of the
tube) secured at each end of the mullion (totaling 4 clip angles) with one leg, using two #10 Self
Tapping SMS, two per angle clip (four per end), spaced 1 -1/4" apart; and the other leg anchored
(with wood block notched out) directly into concrete or to a concrete filled block with two 1/4" x
1 -1/2" Tapcon (two per angle clip, four per end), with a minimum embedment of 1 -1/4 ", spaced
1 -1/4" apart minimum, as shown on Section "Clip Installation ", Drawing No. PA2- DET.DXF, Sheet
4 of 5, bearing the Dade County Product Control approval stamp.
4.1.2 Clip Angles to Wood
Two 2" x 2" x 1/8" x 2" long, 6063 -1'5 aluminum alloy clip angles (one on each interior side of the
tube) secured at each end of the mullion (totaling 4 clip angles) with one leg, using two #10 Self
Tapping SMS, two per angle clip (four per end), spaced 1 -1/4" apart; and the other leg anchored to a
2x wood buck using two #14 WS x 1-1/2" embed (7 diam.) (2 per angle clip, four per end), (Note:
when wood buck is less than a 2x, concrete anchors shall be used to go thru buck and penetrate into
concrete as described above in 4.1.1) as shown on Section "Clip Installation ", Drawing No.
PA2 - DET.DXF, Sheet 4 of 5, bearing the Dade County Product Control approval stamp.
4.1.3 Clip Angles to Steel Stud or Runner .
Two 2" x 2" x 1/8 ". x 2" long, 6063 -1'5 aluminum alloy clip angles (one on each interior side of the
tube) secured at each end of the mullion (totaling 4 clip angles) with one leg, using two #10 Self
Tapping SMS, two per angle clip (four per end), spaced 1 -1/4" apart; and the other leg anchored to a
605J18 or equal steel stud or runner using two 1/4 " -20 Self Tapping SMS (2 per angle clip, four per
end), as shown on Section "Clip Installation ", Drawing No. PA2- DE1'.DXF, Sheet 4 of 5, bearing
the Dade County Product Control approval stamp.
4.2 Fastening of the windows jambs to mullion must use either a #10 x 1- 9/16" min. tluu -bolt with nut or a
#10 x 5/8" Self Tapping SMS, spaced at 4" from ends and 24" o.c. or as per window approval, whichever is
less.
4.3 For anchoring requirements of each window installation, please see Section 4 of each window's
individual Notice of Acceptance.
4.4 Attachments of sub -bucks shall be designed by the Architect or Engineer of Records and must be in
compliance with the South Florida Building Code.
4.5 Fasteners must have their own Notice of Acceptance and must be made of stainless steel or have
adequate protection against corrosion, per DIN 50018. Aluminucn contacting metals not considered
compatible shall be properly protected.
-2a-
Product Control Division
Manu - 1 Perez, P.E. Plan
aminer II
TEST
TEST LOADS
DESIGN LOADS
UNIFORM STATIC PRESSURE AT DESIGN LOADS
SFf3C PA 202 -94 NEGATIVE
-57.5 PSF
MTL -16618
-57.5 PSF
MTL -16618
UNIFORM STATIC PRESSURE AT FULL TEST LOAD
SFI3C PA 202 -94 NEGATIVE
-86.3 PSF
MTL -16618
-57.5 PSF
MTL -16618
This is a verification test only. For Design Pressure Rating vs. Mullion length, see "1 x Mull Performance Charts"
on Sheet 5 of 5, of Drawing No. PAl- DET.XLS, bearing the Dade County Product Control approval stamp.
Dinnings Pan American
5. IDENTIFICATION
5.1 Each mullion shall bear a permanent label with the manufacturer's name or logo, city, state and
following statement: "Dade County Product Control Approved ".
NO'T'ICE OF ACCEPTANCE: SPECIFIC CONDITIONS
6. USE
6.1 Application for building permit shall be accompanied by two copies of the following:
6.1.1 This Notice of Acceptance, with mullion and anchor options indicated.
6.1.2 The Notice of Acceptance of each window or door attached to mullion.
6.1.3 Completely dimensioned drawing showing size and location, including height above grade
of openings to receive mullion & windows or doors, mean roof height, length and width of building.
6.1.4 Manufacturer's installation instructions.
6.2 A copy of this approval as well as the manufacturer's installation instructions shall be provided to the
permit applicant by the manufacturer or his distributors and shall be available for inspections at the jobsite
at all time.
6.3 The Building Official shall ensure the adequacy of mullion and windows to meet the pressure
requirement of the opening in which it is to be installed.
6.4 Note: This mullion can not be installed as part of an impact resistant unit.
PERFORMED
RESULTS
ACCEPTANCE No.: 96- 0102.01
APPROVED : FEB 0 1 1996
EXPIRES : FEB 0 1 1999
-2b-
Manut.Pgxez, P.E. Plans'xaminer 11
Product Control Division
»innings Pan American ACCEPTANCE No.: 96- 0102.01
APPROVED : FEB 0 1 1996
EXPIRES : FEB 0 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 documentation, 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 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 I, 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 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.
END OF TIIIS ACCEPTANCE
- 3 -
Manu I Perez, P.E. Plans E cT iner I1
Product Control Division
Binnings Pan Americana ACCEPTANCE No.: 96- 0102.01
-2c-
APPROVED
EXPIRES
NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS
FEB 0 1 1996
FEB 0 1 1999
8. EVIDENCE SUBMITTED
8.1 Tests:
8.1.1 Test reports on 1) Uniform Static Air Pressure Test, Loading per PA 202 -94
along with installation diagram of window prepared by Miami Testing Laboratory Test Report No.
MTL- 16618, dated December 27, 1995, sighed and sealed by David Gale Ober, P.E.
8.2 Drawing:
8.2.1 Drawing No. PA2- DET.DXF and PA2 - DET.XLS, Binnings Pan American, Sheets 1 thru 5
of 5, prepared by Binnings Pan American, dated 09/29/95, revision A dated 12/06/95, signed and
sealed by William. M. Meyers, P.E.
8.2.2 Manufacturer's die drawings and sections.
8.3 Calculations:
8.3.1 Structural inullion and anchorage calculations prepared by Robt. E. Fisher - Wm. M.
Meyers, P.E. Consulting Engineers, dated 12/15/95, and 12/26/95, signed and sealed by William.
M. Meyers, P.E.
9. COMPARATIVE ANALYSIS: See "1 x Mull Performance Charts" on Drawing No. PA2 - DET.XLS,
Sheet 5 of 5, bearing the Dade County Product Control approval stamp.
10. TYPICAL MULLION SYSTEM CROSS SECTIONS: For mullion system cross sections, see
"General" Sheet 1 of 5, "Typical Installation Details" Sheets 2 and 3 of 5 and for anchoring details, see
"Anchoring Details" Sheet 4 of 5, of Drawing No. PA2 - DET.DXF, bearing the Dade County Product
Control approval stamp.
Manu; ' rez, P.E, Plans : y 41 finer 11
Product Control Division
Lm
alaa
sae
F em
�U U
1' X 3 1/2 MULLION
Fun
1' X C MULLXON
am
(1 r 00A 0J
1 cv
r STl C000•Ol. e0R 3 1/7 PAL •
3 1? SIDI (7461001 FOR f 1061 W
MOM
�m. pee arom Set .®.a
IOW ger
APPROVED AS 0030(1110 MN 100
SOUM�IDA BSADIh0 CODEB@LD10 CODE
DA n
B1
6012. R0L DIMON
General Nom:
1. Mullion .r t.m has been in accordance with the South Florida &adhp fade.
Wind .peed cambered b 11 mph. enportanee factor 3. 1 . 0 5..xpsewa factor le 'C
and 910 mom red height of the WOYhp 01 onto' to or b th
e an 60 feet
2. Swathed Indians s Swd Dods County M
mist .e a hareems prated: a .3ot.o aide m
3. A dum0w e.trmiont Nag M 963-75 wine noted othaniw. Fo.YS 4/3.1289
4. NI steel reinforcement to meet ASTO A -36 Fa 220 4/3.26.3
5. D.eiy bode en Meet 21 eppy b D.& positive ant negatM bode.
6. The design bad. indicated In the performance chart cannot aaetl tlw death toads
of the 0d.idw' h.hhds.e or their .6wwwi cwnwor*4j.. moth:. thaw
7. fhb mot tw entailed h the .bndw.. Main .M
633 caps. a. Mn en et 3.
8. n�tberhi�pq � �w Ono" broach 6 IM mu moth M m per the brothel
opp.M Oete0na or m mo that ups either a 10 0 M6 04,e.013
or 010 • 500- Tapphtl 96. the miihm, tent*, far the h0 00R 1 1 0 /16%
0. 7 minimum far the 010 Sell-To 96 01 5/S
aW- 0301.03 F0104 %Ybow Specially Daft productth
a 9- 0307.01 FMed Widow Specialty
0. 9- 0606.00 Fhed MY10., 3 .d01y
O. 9- 0808.05 Fowl Medan 300.30'3.
. 03-0623.01 Horizontal 6oip 0144...
f. 9- 062102 1ladaontd RNeg Wealth
9- 0202.02
h.
94-0202.01 Awning Made.
1 I. 0 3-1110.11 Dual From Fro Slope north
94-0808.02 Single Meng Writhe
k 9- 0808.03 2thi h 6mg
Irt PA
P.O. Box 630038
2805 N.E. 185111 Street
Miami, Florldd 33163
(305)931 -2350
TseaE P0O L0I01 Ev fAA 10 Iry NGD
12SO IISMIIO10 MK > L 10 w I€ 0
TOe . im uneK 154 Slt TO PAM MEAD
� l
pm
IMO • MOD lama Sao
PrK ISO P..0 Nw
TIMK'µ NSTAW0W KS SLL 10 SO NEW
TOWN. INSTALL/TON SK 00. TO 0054 NUB
TYPICAL 06T1u110K EN M1 To 100 Kr*
TAW, 06T4ulgN NS DLL TO E0 Kra
m
H oe w
NI R&M ND
LOD 1111103 14.1.1}. ear
040 • • NO MO
DX. ON
r 0
H r
DA CO PA MO
IMO • 1,103 1111LO 1•7.11
PE. ONO NOD
IAD 1/01 ODOM MM.
TTR..S 56TNAA5ION NS XL TO C• ICAO
(• • r r
ID OD Of
VD. IN Do NO
212114 N�
NNW M/ST.ILAITON CM AL TO 01 WAD
APPROVED AS MOUSY= 0511 TIE
SCRIM 5100160 81RLDIx6 COO(
OAT 'Ogg.
err
PRDDUC150510 0I1W011
BUILDING CODE COLMIARCE OPTICS
=wax 1 0.46- I11A2.A(,
MOO ND
I 1 ■ IYIEQILg1
PA
P.O. Box 630038
2805 N.E. 185th Shoot
Miami, Florldo 33163
(305)931 -2350
Dww• Mao i.,1 Moe 1•••■ aow• 1 ...vr..e
16T LGTOK MULLION AL.
1 - - 1 1 a s
•
f : I
C) J 1_L
alb
2012N 24
117
Feting I N •.X W U
Y
0.042) MCA: flarO2
7t7.1T
11 l 1T ww
N1 �m
1 1 T .1x11 r
Nl.�ai m
too cwan. 1242 101
LA N
122
l Pr IT
PRODUL4'CpRRDi DMS ON
BUNDIND CODE COMPLIANCE OFFIC
ACCEPTANCE RO 46..01OLn1
II Kai
DOM
W a • p
/. 1 VS
ow 1/f DOM
Wag
4 mac
tm Yl l4M
1Mi Vii4
1�1
01220211 2201U0
•.Nlarl.1I18N a7Y.tal•ir/Co;11dqM211
I CLIP INSTALLATION FOR
a... aowt 11.4 Om. �1... a.., -- i.-.. _
P.O. Box 630038
2805 N.E. 185th Street
Miami, Florida 33163
(305)931 -2350
4
a
NOM MOM
AM • LOD K11.01 OCRs
PO • WOO ON
v l
rx n rx r
11 011
•
MS WAD
wl aft
APr000W AS 0316 17FIC MRtt THE
SAM MUM IAMDIEC DZE
is9lc
er s rr
81010016 LODE O9UIJAxcE OFFICE
Acv wuE NO. 9L1.O1I12 Al
MCP/ es011A1701 Es 10 PWr
,*0 ,5711632 Ms 10 Ms
TYPICAL INSTALLATION DETAIIS
1 ■ MINIC6fl PA
P.O. Box 630038
2605 N.E. 185th Street
Miami, Florida 33163
(305)931 -2350
o `r uww 1 — 1 wuu I Aii 1 N - 1� 3 Of 5
)
ROM • SAO aklJel SOU
10 If. MO
•WRILOCo Or • Ufa OWL
1100 WI. WORM MOM
77070 . 01ST55557170 S. 10 PNe
77,655 M5041735 NS 10 iA
OW . em
RJR .x
OS
t»
ISM • LW ORIASY SC=
oktkOODU 1. RUC OW
Mae am,
ONO aso■
urn
es ° 'm' rows— I_til wow nom ..N
Iwa.N •••
` N • anew Pod PO
r
Ok
ou NNW Oil
T191011. e607LL071011 •fM 10 AWN
r1PAK 01S1AIUl1aL Pte 1D *Pe
, . w.
MULE
i n0 IMO N9
msw
rxa rAr
RIR ONO MOO
PUB
10 MOIR
75*555 IISTAILINOM MS 501, 70 MY /WAIL
m+u a 4100 3300
OM B *57
lx K.
No NOW lit
7700'5*. *SaJ1AMIN n 70
Roo M ons we MO iee
TAW, 01574.1AI10N 0P1Y 501