85 NE 94 St (10)• 1PERMIT APPLICATION FOR MIAMI SHORES VILLAGE
Dat6i 1 Job Address ST Tax Folio
Legal Description Historically Designated: Yes No
/ Tenant u � VsQ A �' I( � c CB 1 1 Master Permit # / 2
Owner's Address e6- u" qif s T �� I Phone
Contracting Co. nUi ( JL Address e 1 Lk4
Qualifier
Phone
State # Municipal # Competency # Ins. Co.
Architect/Engineer Address
Bonding Company Address
Mortgagor Address
Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN
WORK DESCRIPTION C \ Clt
X1
Square Ft. Estimated Cost (value) w' C)'() C)'() D \'`
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.
Signature of owner and/or Condo President Date
I re of Contractor or Owner -Bui QT Date
r
Notary as to Owner and/or Condo President Date Notary as to Contractor or Owner - Builder
My Commission Expires: My Commission Expires:
FEES: PERMIT RADON
APPROVED:
Zoning
Mechanical
C.C.F. • ® NOTARY 5 BOND
TOTAL DUE
Date
Building
Plumbing Engineering
I
METRO-DADE
PRODUCT CONTROL NOTICE OF ACCEPTANCE
Clopay Corporation
312 Walnut St.
Cincinnati,
Your application for Product Approval of:
24 ga. Steel Sectional Garage Door 16' - 2" wide
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. For listing see section 7 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 mariner, 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- 0303.02
Expires:05 /26/98
OH 45202
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
PRODUCT CONTROL SECTION
(305) 375 -2902
FAX (305) 372 -6339
Raul Rodfiguez
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.
Approved:05 /26/95 - l -
Director
Building Code Compliance Dept.
Metropolitan Dade County
Track
Skin
End Stile
Center Stile
End Hinge
Center Hinge
Horizontal Reinforcement
Shape Frequency
140A
24GA
16GA
20GA
Double
14GA
18GA
16 GA Channel l /Section
Clopav Corp.
ACCEPTANCE No.:
APPROVED
EXPIRES
NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS
95- 0303.02
MAY 2 6 19 9 5
MAY 2 5 1998
Description:
This approves sectional door 16' -2" wide x 6' -6" thru 8' -0" high made out of steel,
drawing quality (ASTM A528) galvanized coating of G60 (ASTM A525) finished with
baked on polyester paint on both sides. The door shall be constructed and reinforced as
detailed in the approved drawing #101300 pages 1 thru 4.
Use:
This door is approved for a maximum design pressure of +46.6psf & - 52.0psf and its use
is restricted to this pressure. The door passed the impact & cyclic test, therefore it does
not require hurricane protection devices. The door shall meet the burglary security
requirement of Section 3603.2(c)2(aa) of the South Florida Building Code. The door
operating mechanism (not included in this approval) shall be certified by Underwriters
Laboratories or other recognized agency.
3. Installation:
The door shall be installed as shown on drawings 4101300 pages 1 thru 4. \Vood in
contact with concrete or cement shall be treated with an approved preservative as set forth
in paragraph 2913.2(a) 1 or shall be of a durable species as defined in subparagraph
2913.2(a)6(aa) of the South Florida Building Code. Installation of 2" x 6" wood jamb
as shown on Page 4/4. Installation of track to 2" x 6" wood jamb requires a 5 /,,.x 1 / lag
screws not to exceed 4) 14" o/c with a minimum embedment of I' /,.
Candido Font, P.E.
Plans Examiner
Product Control Division
Clopav Corp.
ACCEPTANCE No.:
APPROVED
EXPIRES
NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS
95- 0303.02
MAY 2 6 1995
MAY 2 6 1998
4. Conditions of Use:
Application for building permit shall be accompanied by duplicate prints of the approved
drawings #101300 pages 1 thru 4 bearing the approval stamp, Notice of Acceptance
number and date by the Dade. County Product Control Section along with computations
prepared by a qualified Florida Professional engineer or architect verifying the adequacy
of the door at each site. The shop drawings shall bear the signature of the architect or
engineer with the following statement: "The supporting structure has been designed
for the forces shown on the approved manufacturer's drawing."
Application for building permit for replacement doors shall be accompanied by duplicate
prints of the approved drawing #101300 pages 1 thru 4 bearing the approval stamp,
Notice of Acceptance number and date by the Dade County Product Control Section.
Also the Building Official must be satisfied that the propose installation meets the use
listed on Section 2 above.
5. Limitations:
This approval requires the manufacturer to do tensile testing of the finished embossed
steel panel doors, fabricated under this Notice of Acceptance. Every three (3) months,
four (4) times a year, after previously announcing this office of date, hour and location,
the manufacturer shall have a Dade County approved laboratory to cut and test according
to ASTM E 8 -93, two (2) samples randomly selected from doors fabricated under this
Notice of Accceptance located in Dade County. A copy of the test reports and a notarized
statement from the manufacturer confirming that samples were selected from doors
fabricated under this Notice of Acceptance shall be mailed to our office. If the specimens
fail to meet the minimum yield strength of 38,000 PSI, this Notice of Acceptance shall be
voided and the manfacturer cannot apply for this model of door for a period of one year.
-2 a-
Candido Font, P.E.
Plans Examiner
Product Control Division
Clopav Corp.
ACCEPTANCE No.• 95- 0303.02
APPROVED SAY 2 6 1995
EXPIRES MAY 2 6 1998
NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS
6. Identification:
All approved products shall be permanently labeled with the manufacturer's name, city,
state and the following statement: "Dade County Product Control Approved."
7. Evidence Submitted:
Test Reporta Date Drawing Ref. Signature
HETI 95 -407 01/24/95 101300 H.M. Medina, P.E.
HETI 95 -408 01/25/95 101300 H.M. Medina, P.E.
HETI 95 -T59 02/06/95 101300 H.M. Medina, P.E.
Calculations age. Signature
M.W. Westerfield,P.E. 01/20/95. M.W. Westerfield, P.E.
Drawing Number Last Revision Signature
Clopay B.P. Co. 101300 03/27/95 M.W. Westerfield, P.E.
-2b-
Candido Font, P.E.
Plans Examiner
Product Control Division
METRO-DADE METROPOLITAN DADE COUNTY, FLORIDA
MIETRO.DADE FLAGLER BUILDING
BUILDING CODE COMPLIANCE DEPARTMENT
SUITE 1603
METRO.OADE FLAGLER BUILDING
140 WEST FLAGLER STREET
MIAMI. FLORIDA 33130.1553
(305) 375-290t
FAX (305) 375.2908
NOTICE OF ACCEPTANCE: STANDARD CONDITIONS
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.
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 ,rounds 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
oi 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 where it
applies. shall be provided to the applicant by the manufacturer of 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.
Raul Rod 1'1 uez
Product Control Supervisor
INSTALLER
MODEL .
RETAIL
MODEL
DESCRIPTION
93
83
WOODGRAIN TEXTURE, RAISED PANEL, GALV. INTER. STILES ,
WOODGRAIN TEXTURE RAISED PANEL, PAINTED /GALV. INTER. STILES
94, 97
84A, 87
MODELS 83, 84A, 87, 93, 94, 97
i i�.i - i i li'�1- i i.� - i i 1 1 1' !'
aeimmomorgrkk
- M� M � ra� M � �r�
' l l l I. L I I I
I'
LOCATION OF OPTIONAL VENTS
IGN ENGINE R
MARK W. WESTERFIELD, P.E.
FLORIDA REGISTRATION No. 48495
ONE INTERMEDIATE STILE BETWEEN EACH EMBOSS LOCATION.
ATTACHED W/ PATENTED TOG –L –LOC SYSTEM (TOP & BOT)
AND URETHANE ADHESIVE (ALONG CENTER)
NOTE;
DOORS UP TO 7' -0" HIGH CONSIST OF 4) SECTIONS (SHOWN).
DOORS OVER 7' -0" HIGH CONSIST OF (5) SECTIONS (NOT SHOWN).
DESIGN LOADS: +46.6 P.S.F. & –52.0 P.S.F.
TEST LOADS: +70.0 P.S.F. & –78.0 P.S.F.
A
18 GA. GALV. DOUBLE END STILES
ATTACHED TO TOP AND BOTTOM RAIL
WITH PATENTED TOG –L –LOC SYSTEM.
— A OPTIONAL OUTSIDE KEYED LOCK POSITION
MAX. DOOR WIDTH = 16' -2"
INSIDE ELEVATIONS
SCALE 1/2" = 1'
Clopay
Building Products
Corn an
INTER.
STILE
OUTSIDE
HANDLE
REV
VIEW "C"
VIEW "B"
LOCK BAR
ENGAGES IN
OUTSIDE KEYED LOCK TRACK ON
LOCK BAR LOCKING OF SIDE
OF DOOR.
CONFORMS TO SFBC 3603.2
CLOPAY BUILDING PRODUCTS COMPANY
312 WALNUT STREET, SUITE 1600
CINCINNATI, OHIO 45202
(513) 381 -4800
G°Pm' Corporation Al Righta Reserved.
DATE
3/27
16 GA. PAINTED END STILES ATTACHED TO DOOR
SKIN WITH PATENTED TOG– L--LOC SYSTEM
(TOP, BOTTOM & CENTER).
LOCK POSITION
(BOTH SIDES)
TWO POINT LOCKING
CONFORMS TO SFBC
3603.2 REGARGING
GARAGE DOORS WITH
5/8" MIN. ENGAGEMENT.
DOOR TESTED FOR
FORCED ENTRY WITH
BOTH OUTSIDE KEYED
LOCK AND INSIDE
SLIDE BOLT LOCK
OPTIONS (SEE
LAYOUT OF EACH
LOCK ON THIS PAGE).
NOTED
END
STILE
LOCK
BAR
GUIDE
DATD 2/15/95
DRAVN II Y• Mww
CDEOCCD sY.
Abbe? JAMB DWG 4 cHA_gr To P.4GE 4
INTER. STILE
OUTSIDE KEYED
HANDLE
PAGE.
B
INSIDE HANDLE
OUTSIDE KEYED LOCK
SNAP LATCH LOCK OPTION
CONFORMS TO SFBC 3603.2
1 OF 4
DESCRIPTION
SNAP LATCH ENGAGES
ONTO VERTICAL TRACK.
ONE. SNAP LATCH ON
EACH SIDE OF DOOR.
SLIDE BOLT
LOCK ENGAGES
INTO VERTICAL
TRACK. ONE
LOCK ON
EACH SIDE
OF DOOR.
INSIDE SLIDE BOLT
LOCK OPTION
CONFORMS TO SFBC 3603.2
APPROVED AS COMPLYING WITH THE
SOUTH FLORIDA BUILDING CODE
DAT u j (4 19
BY
PRODUCT CONTROL DIVISION
BUILDING CODE / % C OMP LIAN OFFICE
ACCEPTANCE NO"I -t •�
MAX DonR SIZE.
16'2 "W x 8'0 "H
DESCRIPTION
DOUBLE CAR HURRICANE PAN DOOR
DRAVINO w h a m
101300
END
STILE
R EV.
y/a
Ys
MODELS 83, 84A, 87, 93, 94, 97
SHIP LAP JOINTS.
24 GA. .STEEL (MIN. YIELD STRENGTH:
38 KSI) EXTERIOR SKIN WITH G -60
GALVANIZING, BAKED -ON PRIMER AND A
BAKED -ON POLYESTER PAINTED TOP COAT
APPLIED TO BOTH SIDES. OF STEEL SKIN.
(ASTM No. A653).
2" THICK --1
DESIGN LOADS: +46.6 P.S.F. & -52.0 P.S.F.
TEST LOADS: +70.0 P.S.F. & -78.0 P.S.F.
SCALE 2" = 1'
14 GA. GALV. ROLLER HINGE.
EACH HINGE FASTENED TO END
STILES W /(4) #14x5/8" SHEET METAL
AND (4) 1/4"x3/4" SELF TAPPING SCREWS.
(SEE VIEW " B" )
REV
12 GA. GALV. STEEL TOP ROLLER BRACKET.
EACH BRACKET ATTACHED W/(4) #14x5/8"
SHEET METAL SCREWS. ADJUSTABLE SLIDE ATTACHED
TO TOP BRACKET WITH (2) 1/4" x1/2" BOLTS AND
NUTS PER BRACKET.
ONE 6" TALL C- CHANNEL PER DOOR SECTION. (SEE VIEW "D")
C- CHANNEL ATTACHED AT EACH STILE LOCATION WITH
(1) 1/4"x3/4" SELF TAPPING SCREW.
1-1/4" WIDE x 16 GA. GALV. STRAP. (7) PER
DOOR SECTION, EXCEPT (8) STRAPS ON 2ND
SECTION (SEE INSIDE ELEVATION). EACH STRAP ATTACHED
WITH (3) 1/4"x3/4" SELF TAPPING SCREWS (TWO
SCREWS TO DOOR, ONE SCREW TO C- CHANNEL).
13 GA. GALV. STEEL BOTTOM BRACKET.
ATTACHED, WITH (2) #14x5/8" SHEET METAL SCREWS.
DESIGN ENGINEER
ALUMINUM EXTRUSION & VINYL WEATHERSTRIP. MARK W. WESTERFIELD, P.E.
SECTION A -A (SIDE VIEW) FLORIDA REGISTRATION No. 4849
Clupay
Building Products
Company
CLOPAY BUILDING • PRODUCTS COMPANY
312 WALNUT STREET, SUITE 1600
CINCINNATI, OHIO 45202
(513) 381 -4800
Qcpoy CorportOlon M POOL Reserved.
DATE
3/27 /4.S
NOTED
DAB' 2/15/95
DRAVH BY. MWW
CHECKED BY.
ADDED TAME DW d ct1ART ro PAGf
P AOE.
DESCRIPTION.
B
2 OF 4
DESCRIPTION
DRAVIHG MDtB
- -� �-- 5/8" (TYP.)
VIEW "D"
6" TALL C- CHANNEL
16 GA. GALV. STEEL
APPROVED AS COMPLYING WITH '([
SOUTH FLORIDA BUILDING CODE /,r
DAT - I ��� - 19"l..�
BY
PRODUCT CONTROL DIVISION
BUILDING CODE COMPLIANCE OFFICE
ACCEPTANCE NO G15_ () -•
MAX DOOR SIZE.
16'2 "W x 8'0 "H
DOUBLE CAR HURRICANE PAN DOOR
101300
- 2 -1/2"
R
DOOR
HEIGHT
"L"
6'
-6"
70"
7'
-0" -
76"
7'
-6"
82"
8'
-0"
88"
MODELS 83, 84A,
#
1 /4" x3/4" SELF
TAPPING SCREWS.
. 14 GA. END HINGES
SCALE 2" = 1'
VIEW " B"
JAMB PREPARATION NOTE
EACH CONTINUOUS ANGLE TRACK SHALL BE FASTENED TO PRESSURE TREATED 2x6 YELLOW
PINE WOOD JAMBS WITH 5/16 "x1 -5/8" LAG SCREWS (12) LAG SCREWS PER SIDE UP TO
7'0" HIGH AND (13) LAG SCREWS PER SIDE UP TO 8'0" HIGH). THE METHOD OF ATTACHMENT
TO THE SUPPORTING STRUCTURE OF THE PRESSURE TREATED 2x6 WOOD JAMBS SHALL BE
APPROVED BY THE PROFESSIONAL OF RECORD FOR THE STRUCTURE AND IN ACCORDANCE WITH
CURRENT BUILDING CODES FOR THE LOADS LISTED ON THIS DRAWING OR AS SHOWN
ON PAGE 4 OF THIS DRAWING. PREPARATION OF JAMBS BY OTHERS.
ALL MOUNTING OF TRACK, ANGLES, HORIZONTAL TRACK SUPPORTS, AND ALL OTHER
DOOR HARDWARE TO BE INSTALLED PER CLOPAY INSTALLATION INSTRUCTIONS
SUPPLIED WITH DOOR SYSTEM UNLESS OTHERWISE NOTED.
1" DOOR OVERLAP (EACH SIDE)
2x6 WOOD JAMB
SEE "JAMB PREPARATION
NOTE" ABOVE
87, 93, 94, 97
SHEET METAL SCREWS
12 GA. GALV. STEEL CONTINUOUS
ANGLE FASTENED TO WOOD JAMB
WITH 5/16" x1 -5/8" LAG SCREWS
NOT TO EXCEED 14" O.C. CONTINUOUS
ANGLE MAY BE NOTCHED OUT AT JAMB
TO STRUCTURE ATTACHMENT POINTS.
2" GALV. STEEL TRACK FASTENED
TO 12 GA. GALV. STEEL TRACK . CLIPS.
TRACK ATTACHED TO EACH CLIP
WITH TWO 1/4" x5/8" BOLTS & NUTS,
EACH TRACK CLIP ATTACHED TO
CONTINUOUS ANGLE WITH
(2) 1/4" DIA. RIVETS PER CUP.
DESIGN LOADS: +46.6 P.S.F. & —52.0 P.S.F.
TEST LOADS: +70.0 P.S.F. & —78.0 P.S.F.
18 GA. fNTERMEDIATE HINGE
SCALE 2" = 1'
VIEW " C"
STOP MOULDING BY DOOR INSTALLER (TO SUIT)
16 GA. GALV. STEEL PAINTED END STILE
18 GA. GALV. STEEL DOUBLE END STILE
20 GA. GALV. STEEL INTER. STILE
REV
DATE
32 /
DESCRIPTION
AbD61) IAMB bLoG I CHART To PAGE q
w Corv.r.ao.. M RIgMI R...r..4.
ii 1.1111•1111111111M'
( 1..imieralvii,:. iiwil
7/16" NUT IS INSTALLED 18 GA. GALV. STEEL CENTER HINGE
ON ROLLER SHAFT FOR FASTENED TO INTER. STILES W /(4)
UNRESTRICTED OPERATION. EACH #14x5/8" SHEET METAL SCREWS.
14 GA. GALV. STEEL ROLLER HINGES
FASTENED TO END STILES W /(4) EACH
( 14x5/8" SHEET METAL SCREWS AND
2) 1/4" SELF TAPPING SCREWS PER END HINGE.
DESIGN ENGINEER
2" DIA. LONG STEM, 10 BALL STEEL ROLLER. MARK W. WESTERFIELD. P.E.
END OF ROLLER STEM THREADED FOR FLORIDA REGISTRATION No. 48495
7/16" NUT. ® CLOPAY BUILDING PRODUCTS COMPANY
r414. NOTED
312 WALNUT STREET. SUITE 1600
CONFIGURATION lisp ' � �� CINCINNATI, OHIO 45202 �� 2/15/95
JAMB CON N (513) 381 - -4800 DRAVN rt. .
SCALE 2" 1' Building Products MWW
Company
i7.uuiri•i!
HORIZONTAL TRACK SUPPORT BY
DOOR INSTALLER (TO SUIT)
DOOR COUNTERBALANCE SYSTEM
12 GA. GALV. STEEL CONTINUOUS
1 -5/8" x 2 -3/8" ANGLE.
TRACK CONFIGURATION
SCALE 1/2" = 1'
2" GALV. STEEL TRACK,
TRACK THICKNESS: .083"
CHECKED Dv.
TYP. 2-1/2" x 12 GA. GALV.
STEEL TRACK CLIPS.
DISTANCE BETWEEN BRACKETS
NOT TO EXCEED 14" O.C.
(7 TOTAL CLIPS FOR DOORS
UP TO 7'0" HIGH).
(8 TOTAL CLIPS FOR DOORS
UP TO 8'0" HIGH).
PAGE.
3 OF 4
APPROVED AS COMPLYING WITH THE
• SOUTH FLORIDA BUULDING.CODE
DATL.__ L7 19
BY
PRODUCT CO!:1RO'_ DIV'.SION
BUILD.NC CODE COMPLIANCE OFFICE
ACCEPTI•J CE N0. 05- () ?/2.'
MAX DDDR SIZE.
16'2 "W x 8'0 "H
DESCRIPTION
DOUBLE CAR HURRICANE PAN DOOR
B DRAVING HUHBEFO 101300 1
BUILDING TYPE
FASTENER TYPE
MIN. No. OF
FASTENERS
PER VERTICAL
JAMB
MAXIMUM
ON CENTER
DISTANCE
BETWEEN
FASTENERS
STEEL
WASHERS
REQUIRED?
WOOD FRAME
jJ2" x 3" EMBED LAG SCREW (ASTM A307. GRADE A)
1/4" x 1 -3/4" MIN. EMBED TAPCON CONCRETE ANCHOR
6
8
16"
12"
YES
YES
BLOCK WALL OR CONCRETE
BLOCK WALL OR CONCRETE
HILT! SDM -72 -536 PINS (WITH 1-1/2' EMBED)
- (7400
9
10-1/2
19'
YES
NO
BLOCK WALL OR CONCRETE
3/8" x 1-3/4" MIN. EMBED RAWL -STUD EXPANSION ANCHOR SERIES
5
BLOCK WALL OR CONCRETE
3/8" x 1 -3/4" MIN. EMBED RAWL LOK /BOLT ANCHOR BOLT (5000. SERIES)
5
19"
NO
MODELS 83, 84A, 87, 93, 94, 97
WOOD FRAME BUILDINGS
BLOCK WALL OR CONCRETE
ti
2x6 JAMB TO SUPPORTING STRUCTURE ATTACHMENT
NOTES:
1) ALL THE LOAD FROM THE DOOR IS TRANSFERRED TO THE TRACK AND THEN FROM THE TRACK
TO THE 2x6 VERTICAL JAMBS (GRADE 2 OR BETTER YELLOW PINE). NO LOAD FROM THE
DOOR IS TRANSFERRED TO THE HORIZONTAL (TOP) JAMB.
.2) EACH VERTICAL JAMB SEES A MAXIMUM DESIGN LOAD OF +2,982.4 LB & -3,328 LB AND
A MAXIMUM TEST LOAD OF 4,480 LB & -4,992 LB.
3) ALL JAMB FASTENERS MAY BE (BUT NOT REQUIRE) COUNTERSUNK TO ; PROVIDE A FLUSH MOUNTING SURFACE.
ti
STUD WALLS OF DOOR OPENING SHALL BE FRAMED SOLID BY NOT LESS THAN (3) 2x6 PRESSURE
TREATED GRADE #2 OR BETTER WOOD STUD OF A STRESS GRADE NOT LESS THAN 1200 PSI NOMINAL
EXTREME FIBER STRESS IN BENDING (F ). STUD WALLS TO BE CONTINUOUS FROM FOOTING TO TIE BEAMS
AND IN ACCORDANCE WITH SFBC SECTION 2905.1.
2x6 WOOD JAMB SHALL BE ANCHORED TO GROUT REINFORCED BLOCK WALL OR CONCRETE COLUMN.
BLOCK WALL CELLS SHALL BE FILLED WITH CONCRETE AND REINFORCED WITH #5 BAR EXTENDING
INTO THE FOOTING AND INTO TIE BEAMS. ALL BARS SHALL BE CONTINUOUS FROM THE TIE BEAMS
TO FOOTING PER BLOCK WALL OR CONCRETE COLUMN. BLOCK WALLS AND CONCRETE COLUMNS TO BE
DESIGNED BY BUILDING PROFESSIONAL OF RECORD AND IN ACCORDANCE WITH SFBC SECTION 2704.2.
2x6 JAMB TO SUPPORTING STRUCTURE ATTACHMENT
(NOT TO BE USED FOR ATTACHMENT OF TRACK ANGLE TO 2x6 VERTICAL JAMBS OR SUPPORTING STRUCTURE)
DESIGN LOADS: +46.6 P.S.F. & -52.0 P.S.F.
TEST LOADS: +70.0 P.S.F. & -78.0 P.S.F.
= Clopay
Building Products
Company
I
MAX. O.C.
REV
O
DATE
3/27/95
DESIGN ENGINEER
MARK W. WESTERFIELD, P.E.
FLORIDA REGISTRATION No. 48495
CLOPAY BUILDING PRODUCTS COMPANY
312 WALNUT STREET, SUITE 1600
CINCINNATI, OHIO 45202
(513) 381 -4800
aopv1 Corporation AD Rights R..,v.d.
FASTENER
TYPE
2x6 VERTICAL JAMB
S`. NOTED
DATE 2/15/95
DRA BY. MWW
ENECCED Y.
ADDED JAMB DWG
HORIZONTAL JAMB
(NO LOAD FROM DOOR)
zi
MIN. No.
OF FASTENERS
PER VERTICAL
JAMB
PAGE.
4 OF 4
DESCRIPTION
DOUBLE CAR HURRICANE PAN DOOR
B
DESCRIPTION
& CHART TO PAGE 4
APPROVED AS COMPLYING WITH THE
SOUTH FLORIDA BUILDING CODE q,,,
DAT �I_.� . • (�`
BY E
PRODUCT" CONTROL DiV:SiON
BUILDING CODE COMPLIA � OFFICE
ACCEPTANCE *TO CO 6 ?. L. (�J-
MAX DOOR SIZE.
16'2 "W x 8'0 "H
DRAWING NUMBER.
101300
REV.
1
4v7
A F F I D A V I T
STATE OF FLORIDA) SS S‘ E 24/1-'
£�
COUNTY OF DADE )
1. File plans and specifications and obtain approval of the
Planning Board and the Building Inspector.
2. Apply for and secure a Permit.
3. Pay the required fees.
4. Execute the work in accordance with the provisions of this Code.
5. Apply for inspections.
6. File with the Building Inspector certificates that provision has
been made to carry the necessary Workmen's Compensation, Public
Liability and Property Damage Insurance.
8. Assume the responsibility of not employing other than properly
licensed contractors by Miami Shores Village for any part or
portion of the work.
9. Not set himself up as a "contractor ".
t ti� \n
• V l C C O � of the Village of Miami Shores, County
of Dade and State of Florida, being duly sworn, doth depose and say, that under
the provisions of Ordinance No. 185, dated June 15, 1948, amending paragraph
(d) of Section B.368 of Ordinance No. 97 of the Building Code of Miami Shores
Village, he desires to build a � L� ��
on Lot u z- 3 Block of Subdivision,
that he is the owner of said property, and will be the owner of said
, that he will do the work personally, and that he
will, at such times as are required by the Zoning and Building Director: -
7. File with the Building Inspector as the job progresses certificates
showing the payment required by the Federal Social Security Act
to the State of Florida or the United States of America.
10. Sign an affidavit before commencing work to the effect that he has
read this Article and will do the work personally and observe all
of the requirements of the Building, Electrical, Plumbing and
Zoning Codes of Miami Shores Village. Such affidavit to be
properly notarized upon blanks to be supplied by the Building
Inspector.
11. In order to prevent abuses and subterfuge the right of such
owner - builder as herein provided, is limited to but one
owner - builder permit each 2 years, and where an owner- builder
has once exercized the privilege herein conferred no second
application for owner - builder permit shall be granted in less
than 2 years, unless the applicant is qualified as a licensed
General Contractor under the applicable Ordinances of said Village.
And Further this Deponent says not:
SUBSCRIBED AND SWORN TO BEFORE ME this
195
NOTARY PUBLIC
KIND OF POLICY
POLICY NO.
POLICY
PERIOD
LIMITS OF LIABILITY
Bodily Injury
Property Damage
Workmen's
Compensation
WC 283087 3 87
Eff. 6 -15-56
Exp. 12 -15 -56
Statutory
Nil
M nt an dy
NPL 102308
Eff. 6 -15 -56
Exp12 15 -56
Each person $ 10,000.00
Each accident $ 20,000.00
Each accident $ 5,000.00
Aggregate $ 25
Owners', Landlords'
and Tenants' Liability
Eff.
Exp.
Each person $
Each accident $
Each accident $
Owners' or Contractors'
Protective Liability
Automobile
Liability
Eff.
Exp.
Each person $
Each accident $
Each accident $
Aggregate $
Eff.
Exp.
Each person $
Each accident $
Each accident $
Comprehensive
General Liability
Eff.
Exp.
Each person $
Each accident $
Aggregate $
Each accident $
Aggregate $
Comprehensive
Automobile
Liability
Eff.
Exp.
Each person $
Each accident $
Each accident $
Address
Location covered
Address
Dated
Form P334a -2 -55
BITUMINOUS CASUALTY CORPORATION
BITUMINOUS FIRE AND MARINE INSURANCE COMPANY
HOME OFFICE • ROCK ISLAND, ILLINOIS
CERTIFICATE OF INSURANCE
THIS IS TO CERTIFY that the described policies, covering in accordance with the terms thereof, are in force as of the date hereof:
Insured FRAM MaCOY
This certificate is issued to
Insuring company designated by "
1150 N. E. 160th Street, North Miami Beach, Florida
• ,a • V_ui . 1 :41: • • :.• : .i. : •:
• M • =
June 16th, 1956
License Department
Miami Shores Village
Miami Shores, Florida
y
In the event of any material change in said policies, the insuring co r • notify the party to whom this cer-
tificate is issued and in the event of cancellation thereof, ten (10) day: l f ,. no 9f • ellation will be given.
re _
/by/ : eyed mail
pn BITUMINOUS CASUALTY CORPORATION
❑ BITU IRE r i ARINE INSURANCE COMPANY
SE: ).r +: C A rporated, Agent
By
- A T I IZED '.' PRESENTATIVE
4 /1A/Z9
C9
G
G
PA �� ip'I
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r!
l °/ O / 7
r-,
� y7eNr
47,
/54� �
f
/'
'r=1 -
A
„ • c
e
/ 4' e co,
,
•
Owner's Name and Address..
•
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.
t`trl
L'
Location and legal description of lot to be built on: ® 1 OE 1% n
Lot__2a[t= ` Block 1 Subdivision 0 A -\ PA \ '
Street and Number where work is to be done�_5`:._Yl(_r 'l
State work to be done and purpose of building (by floors)
Registered Architect and /or Engineer
Name and address of licensed contractor
MIAMI SHORES VILLAGE
tCo
BUILDING INSPECTION DEPARTMENT
Date
i s
No. Street
and for no other purpose.
New Building V .. Remodeling. Addition Repairs No. of Stories A
To be constructed of C f3 S Kind of foundation 0._ eitL_.C-A- r' .- .• Roof Covering T1 , 0— ,
Estimated Total cost of improvements $ 11 J6 010 Amount of Permit $ t5-'04/ ' a
Zone cubage required Plan Cubage
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 bcontta s, on work to be performed under this
permit, as are licensed by Miami Shores Village. f �A 0)
✓\
Remarks ( Signed) `/ _,..� ,
.195('
STATE OF FLORIDA,
COUNTY OF DADE. J ss
Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap-
peared
(
to me well known,
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 foregoing application, and that he did sign the same, and that all facts
therein by him stated are true.
Permit No Date Read, Sworn to and Subscribed before me.
Disapproved Date
Notary Public, State of Florida
(Signed)
Building Inspector My Commission Expires
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.
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.
Owner's Name and Address. . � ��'�
Registered Architect and /or Engineer
Name and address of licensed contractor_._, . 4 _ ._.o ✓ S L o____
Location and legal description of lot to be built on:
�� _ _ C __ C_ S .
Lot -2 - 2 '�b._. � Block // y Subdivision ..._hi./....,. /.Y �v re-
Street and Number where work is to be done TS" _._1i - C 5 y `
Ste work to be done and purpose of building (by floors)
MIAMI SHORES VILLAGE
BUILDING INSPECTION DEPARTMENT
APPLICATION FOR BUILDING PERMIT
and for no other purpose.
New Building ' Remodeling. Addition Repairs No. of Stories
To be constructed of Kind of foundation Roof Covering
° ,,---c, Estimated Total cost of improvements $ /ri ' Amount of Permit $ 4 ---
Zone cubage required _Plan Cubage
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. J ss
Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap-
peared
-- - - - - -- to me well known,
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'fo' egoing application, and that he did sign the same, and that all facts
therein by him stag ed are e. �j
Permit No Date l "- I .[ - t Read, Sworn to and Subscribed before me.
Date 5-
No 6 Street
Disapproved Date
Notary Public, State of Florida
( Signed)
Building Inspector My Commission Expires
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.
4
•
BUILDING
ELECTRICAL
PLUMBING
ROOFING
Owner of
Building
Architect
Contractor
or Builder
Legal Lot
Description
Address of
Building
MIAMI SHORES VILLAGE. FLORIDA
I1
❑ -38 45
❑ PERMIT .�•
CONTRACTOR OR BUILDER
Bl.
Work to be performed under this Permit
Subdi-
vision
Value of
Project $
• Contracterii ,
, ;License No
Amount of
Permit $
This permit is granted to the contractor or builder named above to construc the building or to install the equipment or device described in the application
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 responsibility for work
done by his agents, servants or employees.
Signed BY
INSPECTOR
In consideration of the issuance to me of this permit I agree to perform the work covered 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 ac-
cepting this permit I assume responsibility for all work done by either, myself, my agent, servant or employee.
BY AUTHORITY eyy
THIS LICENSE MUST BE DISPLAYED IN A CONSPICUOUS PLACE
A PENALTY IS IMPOSED FOR FAILURE TO KEEP THIS LICF AT YOUR ESTABLISHMENT OR PLACE OF BUSINESS
Ali
Vill
THIS LICENSE EXPIRES
In consideration of the sum of
• Dollars ($.__
Paid to Miami Shores Village, Dade County, State of Florida,
:;L
u
Date Issued 77 r,
License
19 —
N? 1323
is hereby licensed to engage in or operate the business of
MIAMI SHORES VILLAGE, FLORIDA
By — .�
THIS LICENSE NOT TRANSFERABLE WITHOUT THE APPROVAL OF THE VILLAGE MANAGER.
MSV 11936
APC 8rlrjllo
\ilba e of Miami Shores N° 4435'
9' f
JOB
ADDRESS
ex 4/b 79 d
INSPECTION /4 G��G�'f�i���
TIME READY /® - O./re.
REMARKS
INSPECTOR DATE
1 OWIfq.R'S NAME
J. F. McCoy
PRESENT ADDRESS
LICENSE NO.
1323
` PHOt- NO.
JOB LOCATION (ST. OR AVE.)
85 N. E. 94th St.
LOT
222 & 23
BLOCK
4
SUBDIVISION
Miami Shores
GENERAL CONTRACTOR
OwaerB&ilder
ADDRESS
PHONE NO.
LICENSE NO.
BUILDING PERMIT NO. 3845
�9,
DATE 6 °18 -56
PERMIT FEE $ 29.00
BUILDER'S BOND
NO. 197 DATE 6 ° 1 8 "5
ZONE R °5 REQUIREMENTS 20 CU. FT.
PLAN CUBE 32,069 CU. FT.
EST. COST $ - 25,000
Read DRAWINGS. SPECIFICATIONS, RESTRICTIONS AND CUBE CHECKED BY nead
6°18 ®56
NEW CONSTRUCTION
TYPE
CBS
STORIES
1
ROOF CONSTRUCTION
Tile t.
INTERIOR CONSTRUCTION
3 Bedroom & 3 Baths
REPAIRS
DESCR IPTION
Oak Floors — 1 ood Bases tile Sills Plastered Walls & Ceilings
ALTERATION
DESCRIPTION
ADDITION
SUBMITTED TO PLANNING BOARD
APPROVED
REJECTED
REFERRED TO COUNCIL
REASONS
RE- SUBMITTED TO PLANNING BOARD
SUBMITTED TO VILLAGE COUNCIL
REMARKS
CERTIFICATE OF OCCUPANCY NO. ?Id
/2..-1 Y' 49 /1 /�
ISSUED BY
•
C
TO
BUILDING PERMIT AND INSPECTION RECORD -MIAMI SHORES VILLAG
INSPECTIONS
DATE
BY
RE- INSPECT
BY
RE- INSPECT
BY
FOUNDATION
PERMIT NO.
- -7
FEE
TEMPORARY SERVICE
. - ..
$ e- •='�
-.$
. k
SEPTIC TANK .
BEAMS & LINTELS
7 2 -
. -&
``-• re, 7
f?
.../y54,
$
SOLAR HEATER
FRAMING
7 - 21
-. _
a..--
-f
a)01_
$
INSPECTIONS
DATE
BY
RE- INSPECT
BY
RE- INSPECT
BYm
ROUGHING •
v
FINAL
v
� r -
D
- 7 —ZNe—yZ
c../t
GAS
Jam/
"7 -,
CLEAN -UP
SEWER
H. W. HEATER CONN
.,r ?
'- r 'r• ' '
PERMIT NO. . & 7 /
Y. 4
DATE 6 C 2 - 3 t�
FEE S
NEW BLDG.
ALTERATION
ADDITION
REPAIRS
SPECIAL PERMITS
PERMIT NO.
DATE
FEE
TEMPORARY SERVICE
eo — a - (�
$ e- •='�
-.$
. k
SEPTIC TANK .
, . ✓ t /3 S•
( ' ° „ ” 3 , 4-J
$ / - 7°S
SEWER
$
$
SOLAR HEATER
$
$
GAS
$
S
$
INSPECTIONS
DATE
BY
RE- INSPECT
BY
RE- INSPECT
BYm
ROUGHING •
■--
v
� r -
D
- 7 —ZNe—yZ
c../t
GAS
Jam/
"7 -,
SEWER
H. W. HEATER CONN
.,r ?
'- r 'r• ' '
SEPTIC TANK -
- - ,
�r_ -. -
L/ (/ ;
c '< ,
SOLAR HEATER
FIXTURES
FIXTURES & FINAL
- '
-
CONTRACTOR 6 R(=" - /�! C_ .
PHONE
PERMIT NO. `t . ' DATE 7— -3 —51,
FEE S ,y 2 ,
NEW BLDG. I ALTERATION I ADDITION
REPAIRS
SPECIAL PERMITS
T / p,� O.
DATE
FEE
TEMPORARY SERVICE
�PEERMII
/
3 fi 7 fJ
eo — a - (�
$ e- •='�
H. W. HEATER CONN.
$
RANGE CONN.
$
MOTORS
$
FIXTURES
$
INSPECTIONS
DATE
BY
RE- INSPECT
BY
RE- INSPECT
BY
TEMP. SERVICE
S- 2 - -iL
L
d J/,16p
ROUGHING
7_ Z 7 -JZ
Jam/
"7 -,
H. W. HEATER CONN
.,r ?
'- r 'r• ' '
RANGE CONN.
�r_ -. -
c '< ,
FIXTURES & FINAL
- '
-
F BUILDING INSPECTIONS
CONTRACTOR C(
PLUMBING PERMITS & INSPECTIONS
ELECTRICAL PERMITS & INSPECTIONS
APPROVAL TO POWER CO. FOR SERVICE DATE 9 '
BY ...,..�.
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 //
..._... i .. _ ..... ,19.74
Owner �. a � /Z(� ° .� / — No 8 v7` Street_..
Owner's Name and Address. - ... ~
R e. .. `. ......_ ...!` l_� •_ $.
Registered Architect and /or Engineer ,...•..,....,. , <......• .•,.......- .
Name and address of licensed contractor ""v9F.2.t:z _ A C. H l Z ?
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)
S nJ
et✓DFAl'm/4 ONtr peA2 ef?P
STATE OF FLORIDA,
COUNTY OF DADE. ss
Permit No
Disapproved
(Signed)
Dat
Date £ C"
Building Inspect
1_19 c_C./t4 li= 1l/
New Building Remodeling Addition Repairs t/ No. of Stories
To be constructed of Kind of foundation Roof Covering
Estimated Total cost of improvements $...L. ?.a Amount of Permit S. 1
( W, 412- cr Fr; CA M- .
Zone cubage required plan Cubage
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 Siip element,
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 , rformed and this
permit, as are licensed by Miami Shores Village.
Remarks... (Signed
f q Sl 76 7/
Read, Sworn to and Subscribed before me.
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 foregoing application, and that he did sign the same, and that all facts
therein by him stated are true.
Notary Public, State of Florida
My Commission Expires
and for no other purpose.
to me well known,
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.
PERMIT APPLICATION FOR MUNICIPALITIES OF DADE COUNT
( TO RETAIN COPY ) �/
Date !. Job Address % \v • cot S\ Tax Folio // far,' /3 �O 6'
Legal Description oC3 in 4 / P / Am Master Permit #
Owner / Lessee / Tenant V A v■.\ Uv`
Owner's Address %\ ‘\) co\ S\ Phone
Contracting Co. "`d. l , C .(OzeA (U ' Address
SS#
State# Competency# Ins. Co.
Qualifier
Architect /Engineer Address
Bonding Company Address
Mortgagor Address
Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL PAVING FENCE SIGN
WORK DESCRIPTION \ k vA
Square Ft. Estimated Cost /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 authorize the above -named contractor to do the work stated.
Signature of Owner and /or Condo President
Date:
Notary as to Owner and /or Condo President
My Commission Expires:
* . *
PERMIT FEE: APPROVED:
ing
Mechanical
a . GO
Fire
Signa 'e of Contractor or Owner - wilder
Date:
tare' as to Contractor 7 ner- Buiidsr
Commission Expires: ,9 A
* * * * * * * *
Building
\C \33 %.1
Phone
Other
99f
1 Electrical
Plumbing Engineering
1 PERMIT APPLICATION FOR MIAMI SHORES VILLAGE
Date '7 / 71 / ( /_/ Jab Address 76 NER ,S7-vac.-_r Tax Folio I/' 32, D 4 ` 6‘ J 3 - 1)8 4 '
Legal Description / o y5. 1 c'' 23 - / 7' Historically Designated: Yes
Owner/Lessee / Tenant C�`z)72e-L Fieelpfla< "° (-0
Owner's Address e5 9-4 S7 Phone 78 7 - frq
Contracting Co. Address
Qualifier SS#
State # Municipal # Competency #
Architect/Engineer Address
Bonding Company Address
Mortgagor Address
Permit Type (circle one). BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN
WORK DESCRIPTION X %tA G,�,l Z - ic e, cal /00.6 -/ i % -/ S 7` i rt 5 S vt7E, S
Square Ft.
a/R
Estimated Cost (value) 1 "
WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR
PAYING TWICE FO IMPROVEMENTS PROVEMENII'S TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WIITH 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 A}PIUAVIT: 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.
Signature of owner and/or Condo President Date
FEES: PERMIT RADON
APPROVED:
Zoning Buil /'LCG�c°LL
Mechanical
Contractor or Owner -Bu
Notary as to Owner and/or Condo President Date Notary as to
My Commission Expires: My Commi
C
2
a
NOTARY
Plumbing
r
Master Permit #
C-
No
`/5 - IS -
Phone
Ins. Co.
B
,. IN7 11
C'i'- fl=41 trlLJt fi 073, fL -cam
lt) WI(
7600 N.W. 69th Avenue
Medley, Florida 33166
Office: (305) 883 -8770
Fax: (305) 883 -6606
J. Frank McCoy
j4,14 99
late
Structural Engineer
Mary Newman
140 N.E. 95 ST.
��'�`- 97
MIAMI -DADE
PRODUCT CONTROL NOTICE OF ACCEPTANCE
New Age Windows & Doors Corp.
6940 N.W. 74 Street
Miami FL 33166
CONTRACTOR ENFORCEMENT SECTION
(305-) 375-2966 FAX (305) 375 -2908
PRODUCT CONTROL DIVISION
Your application for Product Approval of: (305) 375 -2902 FAX (305) 372-6339
Outswing Aluminum Entrance Door
under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of
Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade
County Building Code Compliance Office (BCCO) under the conditions specified herein.
This approval shall not be valid after the expiration date stated below. BCCO 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, BCCO may revoke, modify, or suspend
the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is
determined BCCO 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.:99- 0127.14
Raul Rodriguez
Chief Product Control Division
THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL
CONDITIONS
BUILDING CODE & PRODUCT REVIEW COMMITTEE
Expires:04 /11/2002
This application for Product Approval has been reviewed by the BCCO and approved by the Building Code
and Product Review Committee to be used in Dade County, Florida under the conditions set forth above.
Approved: 04/08/1999
Internet mail address: postmaster ®buildingcodeonline.com
rancisco Quintana, R.A.
Director
1 of 3 Miami -Dade County
Building Code Compliance Office
•Ti ' \
MIAMI - DADE COUNTY, FLORIDA
METRO -DADE FLAGLER BUILDING
BUILDING CODE COMPLIANCE OFFICE
METRO -DADE FLAGLER BUILDING
140 WEST FLAGLER STREET, SUITE 1603
MIAMI, FLORIDA 33130 -1563
(305) 375 -2901 FAX (305) 375 -2908
CONTRACTOR LICENSING SECTION
(305) 375 -2527 FAX (305) 375-2558
144,
Homepage: http : /(www.buildingcodeonline.com
New Age Windows & Door Corp. ACCEPTANCE No.: 99- 0127.14
APPROVED APR 0 8 1999
EXPIRES April 11, 2002
NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS
1. SCOPE
1.1 This renews the Notice of Acceptance No. 95- 0330.09, which was issued on April 11, 1996. It
approves an aluminum outswing French door, as described in Section 2 of this Notice of
Acceptance, designed to comply with the South Florida Building Code (SFBC), 1994 Edition for
Miami -Dade County, for the locations where the pressure requirements, as determined by SFBC
Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings.
2. PRODUCT DESCRIPTION
2.1 The Series Outswing Aluminum Entrance Doors and its components shall be constructed in strict
compliance with the following documents: Drawing No W99 -01, titled "Aluminum Outswing
Entrance Door" Sheets 1 through 4 of 4 dated 01 -14 -99 revised dated 03- 16 -99, prepared, signed
and sealed by Dr. Humayoun Farooq, P.E. bearing the Miami -Dade County Product Control
approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade
County Product Control Division. These documents shall hereinafter be referred to as the approved
drawings.
3. LIMITATIONS
3.1 This approval applies to single unit application of pair of doors and single door, as shown in approved
drawings Single door unit shall include all components described in the active leaf of this approval.
4. INSTALLATION
4.1 The aluminum outs -wing doors and its components shall be installed in strict compliance with the
approved drawings.
4.2 Hurricane protection system (shutters): the installation of this unit will require a hurricane
protection system.
5. LABELING
5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following
statement: "Miami -Dade County Product Control Approved ".
6. BUILDING PERMIT REQUIREMENTS
6.1 Application for building permit shall be accompanied by copies of the following:
6.1.1 This Notice of Acceptance
6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance,
clearly marked to show the components selected for the proposed installation.
6.1.3 Any other documents required by the Building Official or the South Florida Building Code (SFBC)
in order to properly evaluate the installation of this system.
15 1. Li.aK
Ishaq I. Chanda, P.E. Product Control Examiner
Product Control Division
Page 2 of 3
9/16" LAMINATED - ANNEALED GLASS
DOOR
HEIGHT
PANEL
WIDTH
DESIGN LOAD - PSF
EXT.
INT.
2/0
71.6
94.9
6/8
2/4
61.4
81.3
2/8
53.7
71.1
3/0
47.8
63.2
2/0
68.2
90.3
7/0
2/4
58.5
77.4
2/8
51.2
67.8
3/0
45.5
60.2
2/0
59.7
79.1
2/4
51.2
67.8
8/0
2/8
44.8
59.3
3/0
39.8
52.7
NEW AGE WINDOWS & DOORS CORP. 8 -5 -96
ALUMINUM SWING -OUT DOOR
COMPARATIVE ANALYSIS CHART
BASED ON FTL -1013 OF 12 -20 -95 ,
TEST SIZE = 72" x 96" - 2 LEAF (NOMINAL DIMS.)
TEST LOADS = +65.1 -86.1 PSF
DESIGN LOADS = + 39.8 -52.7 PSF
WATER INFILTRATION TEST = 6.51 PSF
3 HINGES / LEAF
NO MUNTINS
LOCK BOLT
LEAF
PREPARED BY AL- FAROOQ CORPORATION
1235 S.W. 87th. AVENUE
MIAMI, FL. 33174 PH.(305) 264 -8100
NOTES:
WHERE WATER INFILTRATION
TESTIS REQUIRED LIMIT
EXTERIOR LOAD TO +43.4 PSF
ANCHORS TO BE CHECKED
SEPARATELY
DOOR AND PANEL DIMENSIONS
ARE NOMINAL
-PANEL VIDTHLOCK BuLl
1 LEAF
it/O.74 V.
""ti
MAY 121999
New /tee Windows & Door Corp.
ACCEPTANCE No.: 99- 0127.14
APPROVED APR 0 8 1999
EXPIRES April 11, 2002
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: "Miami -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 purpose.
6. The Notice of Acceptance number preceded by the words Miami -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 engineer need not reseal the copies.
8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of
Acceptance.
9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. -
1S4A' I- LL4
Ishaq I. Chanda, P. E., Product Control Examiner
Product Control Division
END OF THIS ACCEPTANCE
Page 3 of 3
.625
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FRAME FRAME SILL
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ASTRAGAL
LEAF TOP /BOTTOM CORNER
FRAME TOP CORNER
Engr. DR. HUMAYOUN FAR000
STRI IC'.UR5S
FU: PE / 16557
R 1 71999
FRAME BOTTOM CORNER
APPROVED AS COMPLYING WITH THE
SOUTH FLORIDA BUILDING CODE
DATEAML p$ 19
BY 1 k, 1 • L1 t
PRODUCT CONTROL DIVISION
BUILDING CODE COMPLIANCE OFFICE
ACCEPTANCE NO. let -0011• tE.f
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(sheet 4 of 4 1
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WOOD BUCKS
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25 1/4"
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34 1/2"
LEAF WIDTH
71"
25 1/4"
D.L. OPG.
34 1/2"
LEAF WIDTH
ACTIVE LEAF
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5 THREADS MIN.
TO EXTEND BEYOND NUT
MANUALLY OPERATED FLUSH BOLT
0 TOP & BOTTOM
(MARBOLLO INTL.)
WHITE COLORED
ADHESIVE BEDDING
O O 1/4" SHIM
MAX.
# 6 X 1/2" S.M.S.
6/ PANEL TYP.
FRAME WIDTH
EXTERIOR
#10 X 3/4" SMS
5 PER STILE
ACTIVE LEAF
-
Engr. DR. HUMAYOUN FAROOG
STTNCTUREC
FU. PE # 16567
OR 1 7 199
3/16' TAPCONS
SPACED AS PER ELEVS.
WOOD BUCKS NOT BY NEW AGE WINDOWS"
MUST SUSTAIN IMPOSED LOADS
FRAME WIDTH
3/16' TAPCONS
SPACED AS PER ELEVS.
O 1/4 SHIM
MAX.
•
APPROVED AS COMPLYING WITH THE
SOUTH FLORIDA BUILDING CODE
DATF AP(Z tl. 0 8 1991
BY ISEL41 I -C-1.40‘...6.
PRODUCT CONTROL DIV'SiON
BUILDING CODE COMPLIANCE OFFICE
ACCEPTANCE NO - 0 L I L-}'
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(sheet 3 of 4
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WOOD BUCKS NOT BY NEW AGE WINDOWS, MUST SUSTAIN LOADS
IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM
TO THE BUILDING STRUCTURE.
ITEM 0
PART 0
REQD.
DESCRIPTION
MATERIAL
MANF. /SUPPLIER /REMARKS
1
3230
1
FRAME HEAD
6063 -T5
INDALEX
2
3235 -A
2
FRAME JAMBS
6063 -T5
INDALEX
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3229
1
FRAME SILL
6063 -T5
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6063 -T5
INDALEX
5
GAH -43578
2/ PANEL
DOOR LEAF STILE
6063 -T5
INDALEX
6
GAS -42602
1/ PANEL
ASTRAGAL
6063 -T5
INDALEX
7
-
-
GLAZING INSERT
6063 -T5
INDALEX
8
FP -389A
-
BULB VINYL
-
9
FP -567
-
BULB VINYL
-
-
10
6622
3/ PANEL
HINGE
6063 -T6
INDALEX
11
-
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-
-
12
-
-
-
-
-
13
-
8/ DOOR
FRAME ASSY. SCREWS
$ 10 X 1' SMS
-
14
-
4/ PANEL
PLASTIC SUPPORT
-
-
15
-
4/ PANEL
3/8' LOCKNUT
PLATED STEEL
-
16
-
2/ PANEL
3/8' THREADED ROD
STEEL
-
17
-
1/ PANEL
GLASS
-
9/16' LAMINATED ANNEALED
TYPICAL ANCHORS
SEE ELEVS. FOR SPACING
1'I
a
1BY OR 2B
WOOD BUCK
• • • • • •
4
f
WHITE COLORED
ADHESIVE BEDDING
4
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SEE ELEVS. FOR SPACING
GLASS
SINGLE UTE 9/16" LAMINATED
USING 2 UTES OF
3/16' ANNEALED GLASS
#10 X 3/4" SMS
2 PER HORIZ. RAIL
TYPICAL ANCHORS: SEE ELEV. FOR SPACING
3/16" DIA. TAPCONS
1-1/4" MIN. EMBED INTO CONC. OR BLOCK
SEALANTS:
USE 'PECORA' CLEAR COLORED SEALANT AT PERIMETER OF LOCK AND
LEVER HANDLE, COVER PLATES, INSTALLATION SCREWS, PANEL SEAMS,
FRAME CORNERS AND GLAZING BEAD ADAPTERS ON THE EXTERIOR.
ONE 1/2" X 1/2" X 4" LONG, OPEN CELL FOAM PAD
IN FRAME SILL AT MIDSPAN
HINGES:
6 - 3/8" LONG BUTT HINGES
11 -1/4" FROM ENDS AND ONE AT MIDSPAN OF JAMB
LOCKS:
CONCEALED THROW BOLT ' KWIKSET'
MANUALLY OPERATED WITH CONCEALED LEVERS
AT 7 -1/2" FROM TOP & BOTTOM OF IN— ACTIVE LEAF LOCK STILE
STEEL DEAD BOLT LOCK 'KWIKSET'
KEY OPERATED ON EXTERIOR & THUMB TURN ON INTERIOR
AT 45 -1/2" FROM BOTTOM AT ACTIVE LEAF
BRUSHED BRASS LEVER TYPE HANDLE ' KWIKSET'
AT 40" FROM BOTTOM ON INTERIOR AND EXTERIOR OF EACH LEAF
Engr. OR. KIWYOUN FAROOQ
STRIJ:TURES
Pte►. PE f 18557
APPROVED AS COMPLYING W!TH THE
SOUTH FLORIDA BUILDING CODE
DATE At 1Z-LL n fd 19.41
BY 1S4ac l • Lliaucc.
PRODUCT CONTROL DiVISMON
BUILDING CODE COMPLIANCE OFFICE
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drawing no.
w99 -0.1
(sheet 2 of 4
MANUALLY OPERATED FLUSH BOLT
0 TOP & BOTTOM OF EACH
— PANEL LOCK STILE
25 1/4"
D.L.OPG.
34 1/2"
LEAF WIDTH
TYPICAL ELEVATION
( XX )
19" MAX.
r T°
19" MAX.
TYP.
5 1/2" MAX. TYP.
AT HEAD /SILL
SURFACE APPUED MUNTINS
OPTIONAL
STEEL DEAD BOLT LOCK
(KWIKSET)
BRUSHED BRASS
LEVER TYPE HANDLE
19" MAX. TYP.
AT HEAD & SILL
NOTES;
1. 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. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER
LOADS TO THE STRUCTURE.
3. i(NCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS.
ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL
DRESSING OR STUCCO.
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25 1/4"
D.L.OPG.
34 1/2"
LEAF WIDTH
36"
FRAME WIDTH
TYPICAL ELEVATION
( X )
5 1/2" MAX. TYP.
AT HEAD /SILL
N
Engr. DR. I U.IAYOUN FAR000
STRUM2RLS
FLA. PE # 16567
DESIGN PRESSURE RATING = + 39.8 PSF
— 52.7 PSF
DOORS TO BE PROTECTED BY
DADE COUNTY APPROVED
IMPACT RESISTANT SHUTTERS
APPROVED AS COMPLYING WITH THE
SOUTH / FLORIDA BUILDING CODE
DATr QR►L 0 8 1911
BY 1,54 4) ) - C- t4t4ck
PRODUCT CONTROL DIV €S:ON
BUII.DNG CODE COMPLIANCE OFFICE
ACCEPTANCE NO i._-0 t �� • 14"
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W99 -01
sheet 1 of 4
/
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D.L. OPG.
12" MAX.
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MANUALLY OPERATED FLUSH BOLT
0 TOP & BOTTOM OF EACH
— PANEL LOCK STILE
25 1/4"
D.L.OPG.
34 1/2"
LEAF WIDTH
TYPICAL ELEVATION
( XX )
19" MAX.
r T°
19" MAX.
TYP.
5 1/2" MAX. TYP.
AT HEAD /SILL
SURFACE APPUED MUNTINS
OPTIONAL
STEEL DEAD BOLT LOCK
(KWIKSET)
BRUSHED BRASS
LEVER TYPE HANDLE
19" MAX. TYP.
AT HEAD & SILL
NOTES;
1. 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. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER
LOADS TO THE STRUCTURE.
3. i(NCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS.
ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL
DRESSING OR STUCCO.
,
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/ II
II
-------
- *r - - --
■
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25 1/4"
D.L.OPG.
34 1/2"
LEAF WIDTH
36"
FRAME WIDTH
TYPICAL ELEVATION
( X )
5 1/2" MAX. TYP.
AT HEAD /SILL
N
Engr. DR. I U.IAYOUN FAR000
STRUM2RLS
FLA. PE # 16567
DESIGN PRESSURE RATING = + 39.8 PSF
— 52.7 PSF
DOORS TO BE PROTECTED BY
DADE COUNTY APPROVED
IMPACT RESISTANT SHUTTERS
APPROVED AS COMPLYING WITH THE
SOUTH / FLORIDA BUILDING CODE
DATr QR►L 0 8 1911
BY 1,54 4) ) - C- t4t4ck
PRODUCT CONTROL DIV €S:ON
BUII.DNG CODE COMPLIANCE OFFICE
ACCEPTANCE NO i._-0 t �� • 14"
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drawing no.
W99 -01
sheet 1 of 4