320 NE 100 St (5)PERMIT APPLICATION FOR MIAMI SHORES VILLAGE
Date )- d Job Address 3.}Z2 1.9.a • i OO 57• Tax Folio
Legal Description Historically Designated: Yes No
Owner/Lessee / Tenant -- � F s Pb lam.
APPROVED:
Zoning
Mechanical
Square Ft. Estimated Cost (value) 8
Signature of owner and/or Condo President
Notary as to Owner and/or Condo President
My Commission Expires:
Date Signa o Owner- Builder
Date Notary . -: o Contractor or
My Commission Expires:
Master Permit # 7 7 /P &) 4/7y 08
Owner's Address ,{ Phone
Contracting Co. K. �t _ �- . (� J t � c l I oFc (a C.
Qualifier -krJ1-1 ( Pot J A. 2{ S SS# (Rhone 70 / -3 7-gig/
/
State # £ L7 � - ' Municipal # Competency # Ins. Co.
Architect/Engineer Address
Bonding Company Address
Mortgagor Address
Address i S I 1.v
Permit Type (circle one): BUILDING ELECT CAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN
WORK DESCRIPTION b WA E1 l% 1 J '2 ` �/ ( P
to /
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 compliance with all applicable laws regulating
construction and zoning. Furthermore, I authorize the above -named contractor to do the work stat
Dat
-T- oe''- c oar/ d
ARY SEAL
weer a ut ffiIDYS I VIL '
NarARY PUBLIC 51 ATE OP FLORIDA
COMMIS%ION NO. CC714103
MY CO MMSStON EXP. MAR. 1 2121Y2
FEES: PERMIT V RADON C.C.F. )/7 NOTARY ) BOND
TOTAL DUE
Building • I T ( $ Electrical
Plumbing Structural Engineer
METRO -GADS
PRODUCT CONTROL NOTICE OF ACCEPTANCE
Clopay Corporation
312 Walnut St., Suite 1600
Cincinnati OH 45202
Your application for Product Approval of:
2" EPS Sectional Door 9' 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 bv:
Applicant, along with Clopay Building Products Co. drawing # 101703, last revision on
07/08/95, signed and sealed by M. W. Westerfield P.E. (For compere rising, see Section i
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 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.
Acceptance No.:97- 0124.02 (Revises No.: 95- 0316.11)
Expires:08 /21/00
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: 08 /21/97
Internet mail address: postmaster @buildingcodeonline.com
METROPOLITAN 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
PRODUCT CONTROL DIVISION
(305) 375 -2902
FAX (305) 372 -6339
Raul Rodriguez
Product Control Supervisor
Director
Building Code Compliance Dept.
Metropolitan Dade County
Homepage: http : / /www.buildingcodeonline.com
Track
Skin
End
Stile
Center
Stile
End
Hinge
Center
Hinge
Horizontal Reinforcement
Shape
Frequency
16 GA
Double
27 GA
18 GA
N/A
14 GA
18 GA
3" x 20 GA. U
2 /Section
Clopay Corporation
ACCEPTANCE NO: 97- 0124.02
APPROVED : AUG 2 1 1997
EXPIRES : AN 2 1 2000
NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS
1.0 DESCRIPTION:
This approves sectional door 9' -0" wide x 8' -0" through 6' -6" high made out of steel, drawing quality
Grade 26,000 PSI (ASTM A528) galvanized coating of G6n (ASTM A525) finished with baked on
polyester coat. The door shall be constructed and reinforced as detailed in the approved drawing
#101703
2.0 USE:
This door is approved for a maximum design pressure of +48PSF and —60PSF and its use is restricted
to this pressure. The door passed the impact and 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 !his approval) shall
be certified by Underwriters Laboratories or other recognized agency.
Candido Font, PE, Sr. Product Control Examiner
Product Control Division
Clopay Corporation ACCEPTANCE NO: 97- 0124.02
APPROVED : AUG 2 1 1997
EXPIRES : AUG 2 1 2000
NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS
3.0 INSTALLATION:
The door shall be installed as shown on Drawing 4101703. Wood 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 required a' /4" x 31/4" ITW tapcon and 1"0 x 1/16" thick washer
8" from bottom & 16" o/c with a minimum embedment of P/4" into 2000 PSI (minimum) concrete or
grout filled concrete block or 3/8" x 4" Rawl lok/bolt and 1" 0 x 1/16" thick washer @ 8" from bottom
& 24" o/c with a minimum embedment of 1' /" into 2000 PSI (minimum) concrete or grout filled
concrete block. Installation of track requires a 5/16" x 1 wood lag screw at each track and flag
bracket as shown on Drawing #101703 with a minimum embedment of 1- 1/16" into 0.55 SG Southern
Yellow Pine PT 2" x 6" wood jambs.
4.0 CONDITIONS OF USE:
Application for Building permit shall be accompanied by duplicate prints of the approved Drawing
4101703 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 drawing 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
4101703 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 proposed installation
meet the use of Section 2 above.
-2a-
Candido Font. PE, Sr. Product Control Examiner
Product Control Diyision
Clopay Corporation ACCEPTANCE NO: 97- 0124.02
APPROVED : Al1G 2 1 1997
EXPIRES : All6 2 1 2000
NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS
5.0 LIMITATIONS:
This approval requires the manufacturer to do testing of all coils used to fabricate door panels under
this Notice of Acceptance. A minimum of 2 specimens shall be cut from each coil and tensile tested
(according to ASTM E -8) by a Dade County approved laboratory selected and paid by the
manufacturer. Every 3 months, four times a year, the manufacturer shall mail to this office: a copy of
the test reports with confirmation that the specimens were selected from coils at the manufacturer's
production facilities and a notarized statement from the manufacturer that only coils with a yield
strength of 26,000 PSI or more shall be used to make door panels for Dade County under this Notice of
Acceptance.
6.0 IDENTIFICATION:
All approved products shall be permanently labeled with the manufacturer's name, city, state and the
following statement: "Dade County Product Control Approved ".
7.0 EVIDENCE SUBMITTED:
Test Report Test Date Signature
CTL 4986B ASTM E -8 12/16/96 R. Patel, PE
ATE #1112.02 -96 PA 201, 202 R. 203 11/14/96 W. Mehner, PE
Calculation Date
Mark Westerfield 01/10/97
Drawing Number
Clopay B.P. Co. 101703
- 2b-
Signature
M. W. Westerfield, PE
Last Revision
07/08/97
Signature
M. W. Westerfield, PE
ndido Font, PE, Sr. Product Control Examiner
Product Control Division
Clopay Corporation ACCEPTANCE NO : 97- 0124.02
AUG 2 1 1997*
EXPIRES : AlIG 2 1
NOTICE OF ACCEPTANCE STANDARD CONDITIONS
APPROVED
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 professions.
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 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 engineer
need not reseal the copies.
3. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance.
9. This Acceptance contains pages 1, 2, 2(a) through 2 (b) and this last page 3.
Items 1 0 , I 1 & 12 listed below only apply to glazed products
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
I I. The spacing of fasteners at windowsills shall be as indicated in Section 4 of this Notice of Acceptance. The spacing of
fasteners in all other parts of the frame shall be as indicated in Section 4 of this Notice of Acceptance, but in no case shall
exceed 24" on center. The first fastener shall be located at a maximum of 6" from each corner and mullion or stile.
Fastener shall fully penetrate the buck, which shall be the sane size as the one tested with the unit. No wood or plastic
shields or pins shall be used for anchoring.
12. Hardware for all windows and doors shall conform to Security and Forced Entry Prevention, Chapter 36 of the South
Florida Building Code.
Candido Font, PE, Sr. Product Control Examiner
Product Control Division
END OF THIS ACCEPTANCE
-3-
INSTALLER
MODEL
RETAIL
MODEL
DESCRIPTION
4200
2200
24 GA EXTERIOR SKIN; TRADITIONAL R/JSI D PANEL
4300
HDG 2300
27 GA. EXTERIOR SKIN; ELEGANT RAISED 'ANEL
4400
2400
24 GA. EXTERIOR SKIN; ELEGANT RAISED 'ANEL
4401
2201. 2401
24 GA. EXTERIOR SKIN; FLUSH PANEL
4301
2301
27 CA. EXTERIOR SKIN; FLUSH PANEL
4310
N/A
_
25 GA. EXTERIOR SKIN; RAISED WIDE FANEL
DOOR
HEIGHT "L
BRA 4 P
.0 31 .11.
X1 ����
WA big
[ 5iQJi
®E_4iiii
IMIN
ILEEdlFla/l JE4IQiElmII
I
8 ' -•
®1.11111A `�QM
MODELS 2200. 2201. 2300. 2301, 2400. 2401. 4200. 4300, 4301. 4310 4400. 4401. HDG
REINFORCEMENT PLATES ATTACHED TO DOOR SKIN
WITH PATENTED TOG -L -LOC SYSTEM (NOT VISIBLE FROM OUTSIDE)
(2) INTERMEDIATE REINFORCEMENT PLATES PER
SECTION ATTACHED WITH TOG -L -LOC SYSTEM
(NOT VISIBLE FROM OUTSIDE)
- A
MAX. DOOR WIDTH - 9' 0"
INSIDE ELEVATION
LOCATION OF
OPTIONAL VENTS V A•F 0 P1%3 AILS ra GO VS, 1%.4 •
NOTE 1;
DOORS 6'6' HIGH CONSIST OF (4 SECTIONS; (2) OF 21" & ( 2) OF 18".
DOORS 7'0' HIGH CONSIST OF r (4 SECTIONS; 4 OF 21 .
DOORS 7'6' HIGH CONSIST OF 5 SECTIONS; 5 OF 18" .
DOORS 8'0' HIGH CONSIST OF 5 SECTIONS; 2 OF 21" & (3) OF 18'.
NOTE 7; SUPPORTING STRUCTURAL ELEMENTS SHALL BE DESIGNED
BY A REGISTERED PROFESSIONAL ENGINEER FOR WIND LOADS
SHOWN ON THIS DRAWING.
X4'
X3'
"X2"
1
13 GA GALV. STEEL FLAG BRACKET.
EACH FASTENED TO WOOD JAMB WITH
(3) 5/16"x1 -5/8" WOOD LAC SCREW..
TRACK CONFIGURATION
2" GALV. STEEL TRACK.
TRACK THICKNESS: .060"
TWO POINT LOCKING
INTO TRACK PER
SFBC 3603.2.
5/8• MIN. ENGAGEMENT
(OPPOSITE SIDES
OF DOOR)
(SEE LOCK OPTIONS)
HORIZONTAL TRACK SUPPORT BY
DOOR INSTALLER (TO SUIT)
TYP. 2 -1/2 "x12 GA GALV. STEEL TRACK BRACKET.
b
0
1 0
0
0
W
In
o
0 0
REINFORCEMENT PLATES
ATTACHED TO DOOR SKIN
WITH PATENTED TOG -L -LOC
(NOT VISIBLE FROM OUTSIDE)
(2) INTERMEDIATE REINFORCEMENT PLATES
PER SECTION. ATTACHED W/ T0;- I. -LOC
SYSTEM (NOT VISIBLE FROM OUTSIDE)
2x6 WOOD JAMB
MAX. DOOR WIDTH - 9' 0 •
INSIDE ELEVATION
LOCATION OF
OPTIONAL VENTS
END
STILE
PREPARATION OF JAMBS BY OTHERS
SUDE BOLT
LOCK ENGAGES
INTO VERTICAL
TRACK. ONE
LOCK ON
EACH SIDE
OF DOOR.
INSIDE SUDE BOLT
LOCK OPTION
12 C.A. GALV. STEEL TRACK
BRACKET FASTENED TO WOOD
JAMB WITH ONE 5/16' x1 -5/8'
WOOD LAG SCREW PER BRACKET. /
2" GALV. STEEL TRACK -
FASTENED TO TRACK BRACKETS.
EACH BRACKET ATTACHED dWNU ONE
NUT
TWO 1/4' RIVETS.
- A
JAMB CONFIGURATION
2" STEEL ROLLER.
OUTSIDE
HANDLE
SEE END UWCE
DETAIL
SEE INTEF. H NGE
DETAIL
TWO POIN LOCKING
INTO TUCK PER
SFBC X605.2.
5/8' IIIN. ENGAGEMENT
(OPPOSITE SIDES
OF DOOR)
(SEE LOCI: OPTIONS)
OUTSIDE KEYEG.1
LOCK BAR Loma
THE 2x6 VERTICAL WOOD JAMBS ARE TO BE GR/DE 2
OR BETTER YELLOW PINE. NO LOAD IS IRAN STIRRED
TO THE HORIZONTAL (TOP) JAMB. ALL JAMB FASTENERS
MAY BE (BUT NOT REQUIRED) COUNTERSUNK TO PROVIDE
A FLUSH MOUNTING SURFACE.
STOP MOULDING BY DOOR
INSTALLER (TO SUIT)
18 GA. GALV. STEEL END STILE
(END STILES HELD BY HINGE :'.Cf EWS)
END
STILE
.-LOCK
BAR
GUIDE
OUTSIDE -----
KEYED
HANDLE
LOCK BAR
ENGAGES IN
TRACK ON
EACH SIDE
OF DOOR.
18 GA. MIN. GA LV STEEL CENTER HINGE
FASTENED TO INSIDE SKIN W /(4)
EACH 14x3/8" `_'HEFT METAL SCREWS
14 GA. GALV. STEEL END HIN•;E
FASTENED TO ENO STILES w /;4) EACH
#14x5/8' SHEET METAL SCREWS AND
(4) 1/4'x5/8" SELF TAPPING S. :REWS.
SNAP LATCH ENGAGES
ONTO VERTICAL TRACK.
ONE SNAP LATCH ON J
EACH SIDE OF DOOR../
"—END
STILE
INSIDE HANDLE
OUTSIDE KFYFTI LOCK
SNAP IATCH LOCK OPTION
27 GA. MIN. EXTERIOR STEEL SKIN
(MIN. YIELD STRENGTH: 26 KSI,
DRAWING QUALITY) WITH G -60 GALV.,
BAKED -ON POLYESTER PAINTED TOP
COAT APPLIED TO BOTH SIDES
OF STEEL SKIN.
14 CA END HINGE
TONGUE AND GROOVE JOINTS.
(4) #14x5/8" SHEET METAL SCREWS
(4) 1/4 "x3/4" SELF TAPPING SCREWS
2x6 WOOD JAMB CAN BE ANCHORED TO GROUT REINFORCED
BLOCK WALL OR CONCRETE COLUMN. BLOCK CELLS SHALL
BE FILLED WITH CONCRETE AND REINFORCED WITH CONTINUOUS
#5 BAR EXTENDING INTO THE FOOTING AND INTO TIE BEAMS.
ANCHORS CAN BE 1/4 "x1 -3/4" EMBED TAPCON CONCRETE
ANCHORS STARTING AT NO MORE THAN 5" FROM BOTTOM
AND 16" 0.C.. Q$ WITH 3/8"x4" (1 -3/4' EMBED)
RAWL LOK /BOLT ANCHOR STARTING AT NO MORE THAN 8"
FROM BOTTOM AND 24' 0.C.
DESIGN ENGINEER:
MARK W. WESTERFIELD
FLORIDA REGISTRATION No. 48495
MECHANICAL ENGINEERING
r Clopay
Building Products
Company
SIUCONE FILLED CHANNEL SEPARATES
FRONT AND BACK SKIN OF DOOR
/ — 2' THICK
14 GA. GALV. STEEL END
HINGE. EACH FASTENED TO
END STILES iii /(4) #14x5/8"
SHEET METAL SCREWS AND
(4) 1/4'x3/4" SELF
TAPPING SCREWS
\- 13 GA GALV. STEEL BOTTOM BRACKET.
ATTACHED WITH (2) #14x5/8" SHEET METAL SCREWS.
ALUMINUM EXTRUSION
& VINYL WLA1HERSTRIP.
18 GA INTERMEDIATE HINGE
14 GA. INTER. HINGES
USED ON 24 CA. EXTERIOR
SKIN DOOR MODELS
CLOPAY BUILDING PRODUCTS COMPANY
312 WALNUT STREET
SUITE 1600
CINCINNATI, OHIO 45202
(513) 381 - 4800
12 GA. GALV. STEEL TOP
ROLLER BRACKET. EACH
BRACKET ATTACHED W /(4)
#14x5/8" SHEET METAL
SCREWS.
SECTION A -A
1.95" THICK, 1# DENSITY
EXPANDED POLYSTYRENE
FOAM INSULATION LAMINATED
(SUPPUED BY FACLON MANUFACURINC)
TO BOTH EXTEROIR AND INTERIOR SKINS.
3" TALL x 20 GA GALV.
STEEL U -BAR. TWO PER
DOOR SECTION. ATTACHED
WITH (6) 1/4'x3/4" SELF
TAPPING SCREWS PER U -BAR.
(2) ON EACH END & (2)
AT CENTER HINGE LOCATION.
27 GA INTERIOR STEEL SKIN (DRAWING DUALITY)
WITH G -60 GALV., BAKED -ON PRIMER AND A
UAKED-ON POLYESTER PAINTED TOP COAT
APPUED TO BOTH SIDES OF STEEL SKIN.
DESIGN 1GADS: +48.0 PSF & —60.0 PSF.
TEST L, ?DS: +72.0 PSF & —90.0 PSF.
PLOT 1.42
rn
11119/96 -
r«n..T
WAN
o.ra®. .
APPROVED AS COMPLYING WITH THE
SOUTH FLORIDA BUILDING CODE
DAT . --�•-. 19CM
BY �J■
UC DIVISION
BUILDING CODE COMPLIANCE OFFICE
ACCEPTANCE NO.'11 - 612 1 4.8Z
cv.uvrsio. 11�ibiF� - tt�f.
9'0'W x 8O"H
°�"°' 22 00/01. 2400/01. ' HDG,
4200 4300/01 4310 4400 /0t /1/
i/Tjf