1183 NE 99 St (7)PERMIT APPLICATION FOR MIAMI SHORES VILLAGE
Date 9 P41 1 9 1 . 4 Job Address 11 %3 M. Tax Folio
Legal Description )-.�� X10 i?)(0C14. I Mlc0III SNbPt 3 P(A L 43 Ph6C (,9
Owner / Lessee / Tenant N II w NO/c‘ TENIUE
Owner's Address 11 %3 (\ , e e n M. Phone ')S
Contracting Co. C,QA�"5) PANG (NC
Address SOS' 1 J Ik A K "
Qualifier Rot re04 SS# Phone 551 l-
State # 6 5133 2 Municipal # Competency # m M t Ins .Co . CH INS CO
Architect /Engineer Q oQAil MoNSO k Y Address
Bonding Company Address
Mortgagor Address
Permit Type(circle one): jgapjNG ELECTRICAL PLUMBING MECHANICAL ROOPING PAVING PENCE SIGN
WORK DESCRIPTION c S4'3YW ( kVA 40 CAM( 3 .Q J i y S
Square Ft.
Notary as to Owner and /or Condo President
My Commission Expires:
APPROVED:
53:)
,
Estimated Cost(value) 2:)
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
aut.orize the above-name • contractor to do the work stated. Q 1 SrnAh) QANEL 1CUC
Signature of owner and /or Con •• esident Signature f Contrac
Date: Date:
Notary as to Contractor or Owner- Builder
My Commilail64 D Mb O TARP SEAL
0 <- SANDRA M MONTIEL
* COMMISSION NUMBER
** * * * * * * * * * * y � ^ o CC4Q1261 * **
` ' 0 F F\ A UG MM 1a,1998 P.
FEES : PERMIT )T5 RADON C.C.F. { l 9 NOTARY TOTAL DUE I J,17
Master Permit # 3 q9
Fire / Other
Zoning Buildin t Electrical
Mechanical Plumbing Engineering
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• METRO-DADE
Weatherwall
A Division of Metal Tech, Inc.
Hialeah, FL 33014
The expense of such testing will be incurred by the manufacturer.
Acceptance No.:94- 0524.01 (supersedes No.: 93- 0211.1)
Expires:10 /04/96
METROPOLITAN DADE COUNTY, FLORIDA
METRO -DADE FLAGLER BUILDING
BUILDING CODE COMPLIANCE DEPARTMENT
SUITE 1603
METRO -DADE FLAGLER BUILDING
140 WEST FLAGLER STREET
- PRODUCT CONTROL NOTICE OF ACCEPTANCE MIAMI, FLORIDA 33130.1563
(305) 375 -2901
FAX (305) 375 -2908
/r
co i��Q .Ki�.e�:2atA.: t Q .�it
under hapter 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 Ramms Engineering, Inc Drawing No. 940111, Sheets lc and 2 of 2,
dated 04/18/94, signed and sealed by Robert S. Monsour, P.E.; Construction Research
Laboratoty, Inc Test Report No. CRL -6080 dated May 9, 1994, signed and sealed by Vipin
N. Tolat, P.E
v.:.c • xtcyy,. -- rg er , o; ... v - m• - f.+ lTiT" x'+. +t rx �C,T+� i 't. ".�+' . a :r �Z� �� v
fi r. • • Y � "' 3~ * E
haspireei -xx: me w,catt �ncei i ut w sgri>i'yiance office to.�be use.�i to Da
f- .- .S...,.r r.t..a�:+ew�w+a�,...: � ;.
: 'otinf4Flondatinder the specific conditions set forth on pages 2 et seq. and the Standard Conditions
on page 3.
This approval shall be valid for a period of three years. 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
Department may revoke, modify, or suspend the use of such product or material immediately. The Building
Code Compliance Department reserves the right to require retesting of this product or material should any
amendments to the South Florida Building Code be enacted affecting this product or material.
U24'7'
1 Di • •n s, P.E.
roduct Control Division
Supervisor
THIS IS Tuli. 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.
anger,
Director
Building Code Compliance Dept.
Weatherwall/Metal Tech ACCEPTANCE NO.: 94- 0524.01
APPROVED
EXPIRES July 25, 1997
NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS
1. DESCRIPTION •
1.1 This approves a galvanized steel storm panel designed to comply with the South Florida
Building Code Impact Test Requirement and ASCE 7 -88 "Minimum Design Loads for Buildings
and Other Structures ", for the following locations:
a. Non - coastal building zone.
b. Coastal building zone.
2. MATERIAL CHARAC1
2.1. The storm panels shall be constructed as indicated on approved drawing No. 94011 Sheet lc, of
2, using galvanized 18 gage steel (.047" thick), with Fy = 36 ksi min., conforming to
ASTM A 446 -91 Structural Quality, minimum grade B, with a G 90 minimum coating.
2.2 Panels have a nominal width of 12.50" and a total width of 14.0 ", forming 1 5/8" deep ribs
2.3 Components shall be aluminum alloys 6063 -T6, extrusions and 1 1/2" x 1 1/2" x 1/8 ", 2" x 2" x
1/8" angles and a 1 1/2" x 1/8" bar; also .050" and .063" thick parts of numerous shapes and
sizes used as return pans for built -out conditions:
3. LIMITATIONS
3.1 The design will be dependent on the maximum panel height of 7' -6" or 86 ", (6' -8" or 80" for
inside mount) to be installed only as outlined on drawing No. 94011 Sheets lc and 2 of 2.
3.2 Minimum separation to existing glass to protect shall be 2 3/16 ".
3.3 Maximum clearance between ton of panel and inside of header shall be 1/8 ".
3.4 Special Requirement:
Reinforcing straps, consisting of one 1 1/2" wide by 1/8" thick flat bar of aluminum alloy
6063 -T6 must be used thru all intermediate panels within the opening, located at midspan,
fastened with a 1/4" -20 x 5/8" stud bolt w /wing nut & washer and spaced at max. distance of
12 1/2" on center.
4. INSTALLATION
4.1 The panels shall be installed only in the following condition:
a. Wall Mount (Direct Mount)
The panels are secured inside a top track (Part # H2BH or #H2H) at the head, which is
anchored to the wall, and fastened to the 2" x 2" x 1/8" continuous studded aluminum angle at
the sill, using 1/4 " -20 x 5/8" studs w/ washered wingnut spaced at 12 1/2" o.c. as shown on
approved detailed drawing No. 94011 Sheets lc and 2 of 2, bearing the Dade County Product
Control approval stamp.
2
July 25. 1994
it Diamond, P.E.
Supervisor
Product Con of Division
Weatherwall/Metal Tech ACCEPTANCE NO.: 94 0524.01
APPROVED • July 25, 1994
EXPIRES • July 25, 1997
NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS
b. Build Out Mount
Same as above, except that the header and sill are secured w/ 1/4" x 3 1/4" Tapcons set in
masonry passing thru 2x4's to provide a 1 1/2" built -out, as shown on detailed drawing No.
94011 Sheets lc and 2 of 2, bearing the Dade County Product Control approval stamp.
c. Ceiling/Inside Mount
The panels are secured inside a top track (Part H1H) at the head, which is anchored to the inside
of opening, and fastened to the 2" x 2" x 1/8" continuous studded aluminum angle at the sill,
using 1/4 " -20 x 5/8" studs w/ washered wingnut spaced at 12 1/2" o.c. as shown on detailed
drawing No. 94011 Sheets lc and 2 of 2, bearing the Dade County Product Control approval
stamp.
d. Any combination of the above.
4.2 Anchorage of the extrusions and 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.
94011, Sheet lc and 2 of 2. 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 unit shall bear a permanent label with the manufacturer's name or logo, city, state and
following statement: "Dade County Product Control Approved ".
Also a Warning Note 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 straps are
properly installed.
6. USE
6.1 Application for building permit shall be accompanied by two copies of the following:
a. This Notice of Acceptance.
b. Completely dimensioned drawing showing size and location, including height above
grade, of openings to receive shutters; mean roof height, length and width of building.
c. Duplicate prints of approved drawings No. 94011, Sheets lc and 2 of 1, 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 This revision supersedes Notice of Acceptance No. 93- 0211.01 dated 10/04/93.
- 2a -
il Diamond, P.E.
Supervisor
Product Control Division
TEST
TEST LOAD
DESIGN LOAD
Deflection
LARGE MISSILE IMPACT TEST
SFBC PA 201 -94
SATISFACTORY
CRL 6080
Max..
2 3/16"
CYCLIC WIND PRESSURE TEST
SFBC PA 203 -94 POSITIVE
+126.8 PSF
CRL 6080
+97.5 PSF
CRL 6080
CYCLIC WIND PRESSURE TEST
SFBC PA 203 -94 NEGATIVE
-126.8 PSF
CRL 6080
-97.5 PSF
CRL 6080
UNIFORM STATIC AIR PRESSURE TEST
SFBC PA 202 -94 POSITIVE
+146.3 PSF
CRL 6080
+97.5 PSF
CRL 6080
Max..
1.004"
UNIFORM STATIC AIR PRESSURE TEST
SFBC PA 202 -94 NEGATIVE
-146.3 PSF
CRL 6080
-97.5 PSF
CRL 6080
DESIGN PRESSURE RATING
+97.5 PSF
-97.5 PSF
Weatherwall/Metal Tech ACCEPTANCE NO.: 94- 0524.01
APPROVED
EXPIRES
RESULTS:
- 2b -
•
NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS
7. TESTS PERFORMED
TESTS:
July 25. 1994
July 25. 1997
8. EVIDENCE SUBMITTED
8.1 Tests:
8.1.1 Test report on:
1. Uniform Static Air Pressure Test per PA 202 -94
2. Large Missile Impact Test per PA 201 -94 and
3. Cyclic Wind Pressure Test per PA 203 -94
of galvanized 18 ga. steel storm panels, prepared by Construction Research Laboratory, Inc.
Report No. CRL -6080, dated May 9, 1994, signed and sealed by Vipin N. Tolat, P.E. '
8.2 Drawing:
8.2.1 Drawing No. 93011 Sheets 1c and 2 of 2, prepared by Ramms Engineering, Inc., dated 04/18/94,.
signed and sealed by Robert S. Monsour, P.E.
8.3 Material certification:
8.3.1 Certified Tensile Test Report prepared by ATEC Associates, Inc. Project No. 70 -02 -94 -220
dated June 24, 1994 for specimen ID 6080 to Construction Research Lab.
8.3.2 Mill Certified Inspection Report pending.
Gil Diamond, P.E.
Supervisor
Product Control Division
Weatherwall/Metal Tech ACCEPTANCE NO.: 94- 0524.01
APPROVED
EXPIRES
3
•
•
NOTICE OF ACCEPTANCE: STANDARD CONDITIONS
Gil Diamond, P.E.
Supervisor
Product Control Division
July 25, 1994
July 25. 1997
1. Extension of Acceptance may be considered after a new application has been filed and the
supporting data, test report no older than ten (10) years, have been re- evaluated.
All reports of re- testing shall bear the seal, signature and date of an engineer registered in the
State of Florida.
2. Any revision or change in the materials, use, or manufacture of the product or process shall
automatically be cause for termination, unless prior approval is granted for revisions or change.
3. Any unsatisfactory performance of this product or process or a change in Code provisions shall
be ground for re- evaluation.
4. This acceptance shall not be used as an endorsement of any product for sales or advertising
purposes.
5. 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.
6. A copy of this approval as well as approved drawings and other documents shall be provided to
the permit applicant by the manufacturer or his distributors and shall be available for inspection
at the job site at all time. The prints need not be re- sealed by the engineer.
7. Failure to comply with Standard Conditions shall be cause for termination of Approval.
ANCHOR SPACING vs. DESIGN PRESSURE
DESIGN PRESSURE
CONCRETE � WOOD
S F=.A G 7/"--/ G
72.80
18' 0.C.
14' 0.C.
12' 0.C.
82.90
16' 0.C.
12' 0.C.
10" 0.C.
129.30
14" 0.C.
10' 0.C.
8" 0.C.
169.90
12' 0.S.
8" D.C.
6" D.C.
EDGE DISTANCE SPECIFICATION TABLE
ANCHOR DIAMETER nr7D err sat
1 / 4
3M
1/2
6/s
3/4
EMBEDMENT 111414 / swam) •
1 1/5
2
1 5/5
2 1/2
2 1/4
3 1/2
2 3/4
•
3 1/4
4 3/4
4 1/2
I
DISTANCE FROM EDGE inR 144701121 LOAD
1 3/4
3
2 1/2
3 3/4
3 3/s
5 1/4
4 1/e
.
• 7/5
7 1/9
6 3/4
9
MINIMUM EDGE DISTANCE 9E7D9 1O NON
1 1/0
2
1 5/0
2 1/2
2 1/4
3 1/2
2 3/4
4
3 1/4
4 3/4
• 1/2
6
1 21
VARIOUS DEGREE
CORNER PAN
.ao 1/646
CORNER PAN
r
SIDE
T1
DRILL HOLE
DRILL HOLE
EDGE DISTANCE
1 1/2
2 1/B'
B 9/16'
1 1 r
RE7URNI
.063
2 1/r
'hIALF PANEL SECTION
1t
2 /r 1' 2 1/2'
TYPICAL PANEL SECTION
CROSS SECTIONS
FRONT
2 1 /1f d 1' i'
10l EDGE CeSzuct. REDUCE flit rowoa 10.0 sr 203
COMPLIES WITH:
SOUT FLORIDA BUILDING CODES CHAPTER 23.
S EC T /O NS 402.3 ADOPTIO OF ASCE 7 -8 El.
2 3 7 4..3 FAT / TEST /NG AN
2.375 IMPACT TESTS
D ESIGN CRITERIA:
W//v L OAD PER CHAPTER .23 OF S. F. B. C.
P RESS URE REQ (J /REMENT CA LCULAT /O •5 MUST BE
PERFORMED PER ASCE 7 -8 "M /N / MUM 0ES /GN
LOADS FOR BU1L0ING AN0 OTHER STRUCTURES"
D EFLECTION L/3 W /2" MAX . O N POS ITIVE LOAD
GENERAL NOTES:
THIS APPROVES STEEL STORM PANELS DESIGNED
FOR THE FOLLOWING LOCATIONS:
A. NON COASTAL ZONE BUILDING
B. COASTAL AND NON COASTAL ZONE BUILDING
ALL ALUM /NUM EXTRUSIONS TO BE ALLOY 6063 —T6 OR EQUAL
STORM PANELS SHALL BE 18 GAUGE STEEL. HOT DIP COATED.
ASTM 4 SO GRADE A MIN. F•■ 33 K.S.I. MINIMUM VALUE
THE STORM PANEL. SHUTTER SHALL BE INSTALLED VERTICALLY OR
HORIZONTALLY, IN ACCORDANCE TO THE DETAILS SPECIF ICATIONS
HERE IN.
EDGE D /STANCE SPECIFICATION TABLE APPLIES TO
HEADER AND SILL APPLICATIONS ONLY.
ANCHORAGE OF THE SHUTTER SYSTEM TO CONCRETE OR MASONRY
SHALL CONSIST OF 1/4" OIA. X 7 7/2 SLEVED DRIVE ANCHORS
( STAR ORYVINS ) . 1/4 -20 MACHINE SCREW ANCHOR ( TAMPINS
7 /4" X 1 1/2 MASONRY SCREWS ( TAPCONS ) ,
1/4" X 1 1/2" WEDGE ANCHOR OR SLEEVE ANCHORS. SPACED AS
INDICATED ON THIS DRAWING. ANCHORS SHALL PROVIDE
A MIN /MUM OF 1 1, EMBEDMENT INTO THE MASONRY, BRICK
AND /OR C ONCRETE.
ANCHORAGE TO WOOD CONSTRUCTION SHALL BE 1/4" X 2"
STEEL LAOS OR LARGER. WITH 1 1 /2" MIN. PENETRATION,
SPACED AS SHOWN..
ALTERNATIVE ANCHORS AND CONDITIONS ON SHEET NO. 2
EACH OPENING SHALL BEAR A PERMANENT LABEL SHOWING
WEATHERWALL A DIVISION OF METALTECH, INC. HIALEAH, FL
" DADE COUNTY PRODUCT CONTROL. APPROVED
LOCATED ON EACH PANEL
WARNING TO OWNER OR TENANT LOCATED IN HEADER STATING
" WARNING: REQUIRES MANDATORY HORIZONTAL BRACE STRAPS
DURING WIND VELOCITES EXCEEDING 75 M. P. H.
PERMANENT FASTENER COMPONENTS, EMBEDDED ANCHOR BOLTS.
THREADED CONES OR METAL. SHIELDS, NOT IN USE.
MUST BE PROTECTED AGAINST CORROSION, CONTAMINATION
AND DAMAGE AT ALL TIME.
DESIGN PRESSURE RATING: + 97.5 psf. —97.5 psf
Y
).
APPROVED AS :3OMPLYING WITH THE
SOUTH FLORIDA BUILDING CODE
DAT _ 9?
.14 /min
PRODUCT CONTROL DIVIEIGN
BUILDING Cz,Dii COMPLIANCE OFF CE
ROBERT S. MoNSOUICCERTANCE NO. • —o5a DI
EB- 0006024
wrr+s Q1atearc. It1C
REVISIONS BY
SP -NICR6
04/
sr
O
9401
Tort
1c
2
WOOD BUSHINC
ALTE7HMM7E RCN COUNTER
IS MOOD 3/4' DOCK
OR c47
FLOOR F LL* J
AND MAC HrNE
SCREW ANCHOR
Hr HEADER MTH
x 2" LACS 72' 0.0.
INTO 2.84 LEDGER
t
1F NO 2x4 LEDGER
USE J /Er LACS
04TO TRUSS RERARN
Oi
rilli31.10 Pit.
4 WOOD COUNTER
COUNTER M4Y BE MADE
OF OTHER MATERML
.SERVE 7HRU WINDOW
STOW Ft4JE1
7/4 7HRU80L7S 76. O.C.
OR 7/4-20 W000 Bt) * CS
FLU STORM PANEL
71R7t7NESS VARIES
O ANGL O E AMY % RY
H7 HEADER WITH
11/774 NLLACSOUS BLOCKING
INTO TRUSS R£DURH
RETURN PAN
MUST BE USED ON ALL
BUILD OUT CONDmONS
RETURN RAN
MUBOUS
NI HEADER HIM
TOCCLE BOLTS 12- 0.C.
LENGTH VARES
THROUGH MOOD OR W11R
LATH STUCCO IT
1
1/B X 1 1/2 FIAT BAR SILL
STUDDED WITH MAW=
•
TI SLL
PLAN VIEWS
77 SILL
7N-20 SRC
Mpr rOffY
MC IMMO*
INICt.6 sea
HORLZONTAL INSTAL/AWN
ELEVATION
7/4' SLtE1ED
MAC ANCHORS
•
1/4-20 STUD
IIITH MIcM7r
LIN S1EL
LAG BOLT wmus
HIRLDUS SLZES
7/4-20 STUD
RITZ/ MNGNUT
1/4-20 FLOOR PUGS
FM MACHINE SL^AE7► AN mare
1 1/2' X 1 7/2" x 1/8" AACLE
FOR PGRAOtSE Of EX7FDIO NG IIALL
:. •
FLOOR PLLC
AND MICMNE
SCREW *COX
f sax
uxfosir
•.• woR Warm
ore mot SCE
VARIOUS STES
H2BN HEADER
%MOUS SIZES
ANCHORS
IYP.
-
onNE moon
HEADER OR SILL
VARIOUS SIZES
HEADER ON TOP
srl Dw isona1,1
PANEL
1
110510E CLOSER PAN ASSEMBLY
VER77C4L INSTALLATION
ELEVATION
7/4 TRUSS K NEAD
wmf LOCK
.* 1/4-20 STUD WITH WWIGN T
STUD MOTE PerALLED
av REVERSE DIRECTION
ROGER FAN N+KLE
9o?
1/4-20 FLOOR PLUGS
MI7H M10W SCREW ANOHO7S
- YNEL AAD1P+m AT sOnDII
TO MSS ORM STUD IAD
mmassur SILL MACH SVC
SIDE SECTION VIEWS
HEI DER OR SLL
VARIOUS SIZES
A
HI HEADER .100' RACK
IRMO MI SCE 4-n.
1.1 SILL . 125' THICK
-INSIDE MOUNT
Ant HEADER
1C R7 SIZES
2x7 PA710- Statik
USED AS BLOL7t7M"
1/4" MASONRY SIXt£7Y.
1 7/2" ENBEDED
VA
1/4-20 FLOOR RUC
WITH M OANE SCREW ANCHOR
FLOOR PLUGS
WITH MALI NE SCREW ANCHORS
STEEL DOOR
1/4-20 FLOORPLUG
WTI RIVET NUT
HEADER OR SILL
VARIOUS S ZES
D
�Fr2e HEADER .Ian' THICK
co
H
IWO? HCY
1.1 SILLS .125'
PLAN VIEW
EXPLODED ASSEMBLY
WASHER D
*TM=
1X2 AUTO SECTION
USED AS FLOCKING
MtSOmrY SCREW
7 7/2' WEEDED
11ADER OR SAL
WRPOLIS SIZES
Illiuuunuutututtu-
1 Ell
mAckwir
scRars
Is
( SI0EIN LK Baas
C
H2B HEADER .loo•
COs
SCE HEY \ \ MONT WM SIX WY
THICK LI SILLS . 23" 77OCK
WALL MOUNT BUILD OUT
ELEVATIONS
HORIZONTAL BRACE STRAP
PANELS ANY RUN CONTA7DUS BY M707N/
DTHER HORIZONTALY OF VERAGH.Y
1/4' MASONRY SCREW
1 1/2' EWBEDED
Am. 2 3/74"
( T7P. )
CLASS,
7/4-20 STUD
M1H M ONT
7/4 ANSONIT SCREW
r 1/2' EHBIDED
LI SILL .125
7 7/2 X 7 7/2
CO HWOUS
r x 4 BLOCONG
i
G =►uutttttt anuuuuu=
I
MASONRY SCREWS
(TAPCOINS)
DICK
1/4-20 SAW
1 12 l
7/C X 1 1/2'
HORIZONTAL
BRACE STRAP
FLAY ALL4S1JA/ AAR
SCE HEM M ONT NEW
NOTE:
MAX /MUM SPAN
;�. 80" AND 86"
A,D, and C
DETAIL "A"
HEADER TYPE MAY VARYY, DEPENDING ON APPLICALTXSN
MN CEILING NEMER
KWH WALL HEADER
W
a
I
T1 MULL Moir SRL
K AILIRLED
STUDS
g
�c•
MW. 2 3/16"
( T )
LIN SILL
INSIDE
WALL MOUNT COMBINATION MOUNT
SILL TYPE MAY VARY, DEPENDING ON APPUCTION
SEE NOTES AND MARTS FOR *CHOP TYPES AND WACLNC
TYPICAL SECTION VIEWS
11'»' • 1
SLEEVED DRIVE ANCHORS
LISED fOR 0100011.01‘5 OVER 117.0 ASK
( STAR ORrvINS)
APPROVED AS COMPLYING WITH THE.
SOUTH FLORIDA BUILDING CODE
F 9
M lir ` . JAI F I
BY
PRODUCT CONTROL DWV1SI
BUILDING C:.Di COMPLIANCE OFFICE
ROBER'I' S. MONSOUR, PE Nn - p � o2
EB- 0006024C .'EPTAPIG
IOtt1S QIanea,nc.
1
REVISIONS
SP -NO2R6
4
SEP /.I�
Ds 13, 4
s
THESE PLANS ARE APPROVED FOR ISSUANCE OF A BUILDING PERMIT
- 0 - WITH NO VARIANCES 0 WITH VARIANCE(S) LISTED IN "REMARKS"
NO OTHER t?EVIAT!O -'S RIM THE MIAMI SHORES BUILDING AND ZONING
ORDINANCES WILL BE PER::?i - TED. UNLESS SPECIFICALLY LISTED BELOW.
ALL OT:iER APP! IC ",U'.E STATE AND COUNTY LAWS MUST BE COMPLIED
WITH BY ALL PARTIES.
AutL -ed S gnnture Date
FIRE DEPART :1EN
PUB'.IC ViOft:S
POLITE 0EP, F.3
BUI'.Dli'iG UIRECTO �
Ark
PLAN; °ING & ZONI:,G BO
VILLAGE COUNCIL
APPROVAL
PRELIMINARY: AMU
REMARKS:
(COMPLIANCE WITH THE SOUTH FLORIDA BUILDING CODE AS ADOPTED
BY MIAMI SHORES VILLAGE IS REQUIRED. THE ARCHITECT, BUILDER &
SUB CONTRACTORS ARE CHARGED WITH THE KNOWLEDGE OF ALL BUILD•
IEG REGULATIONS WHETHER OR NOT SPECIFICALLY INDICATED HEREIN.