680 NE 97 St (2)/JOb PERMIT APPLICATION FOR MIAMI SHORES VILLAGE
Date i l Address 6' d N , 6 ' 17, 3 Tg- 6 T Tax Folio
6 s
MIAMI S 1-t o 1C', , � � (:53 1 345 — 12.4-71
Legal Description Historically Designated: Yes No
Owner/Lessee / Tenant G- e o 12 gr C e, 1< N 1 6- 1-1- f Master Permit #
Owner's Address 6 b 3 R,6, q7 57, M 1 A'M t 540 k E 5�� (3 0 S 77 7- 715 1
l 3 3q N G 9 grr26�
Contracting Co. -° I - a igi -- ,-- C ,/ �A F Address j" 1 I ftM �� �i-/ , (5 3 1 3 s i
Qualifier SS# Phone 0 d r r S7- 1 1 3
State # Municipal # Competency # Ins. Co.
Architect/Engineer Address
Bonding Company Address
Mortgagor Address
Permit Type (circle one) BUILDIN ' ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN
WORK DESCRIP'T'ION R 6 r L A c C-. G p )( A G-6. D a a J
Square Ft. Estimated Cost (value) f 4 4 a •
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
laves regulating construction and zoning. Furthermore, I authorize the above -named contractor to do the work stated.
g�s
ignature (Z$ owner and/or Coil& President Date Signature of Contractor or Owner- Builder Date
Notary as tOwner and/or C•' d
My C01111111 bls Et n FICIAL NOTARY SEAL
lt Tr ' COMMISSION NUMBER
0 §1 <i SANDRA CI C�ONTI L
4 i ;' j My COMMISSION EXP. ` ` o ,- r�.o AUG. IT ' 990
FEES: PERMIT
APPROVED:
Date
Notary as to Contractor or Owner - Builder Date
My Commission Expires:
Mechanical Plumbing Engineering
METRO-DADE METROPOLITAN DADE COUNTY, FLORIDA
METRO -DADE FLAGLER BUILDING
PRODUCT CONTROL NOTICE OF ACCEPTANCE
Clopay Corporation
312 Walnut St.
Cincinnati,
Acceptance No.:95- 0303.02
Expires:05 /26/98
OH 45202
Approved: 05/26/95 -1-
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
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 manner, the Code
Compliance Office may revoke, modify, or suspend the use of such product or material immediately. The
applicant shall re- evaluate this product or material should any ammendments to the South Florida Building
Code be enacted affecting this product or material. The Building Code Compliance Office reserves the
the right to revoke this approval, if it is determined by the Building Code Compliance Office that this
product or material fails to meet the requirements of the South Florida Building Code. The expense of
such testing will be incurred by the manufacturer.
Raul Rodi^iguez
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.
s anger,
Director
Building Code Compliance Dept.
Metropolitan Dade County
Track
Skin
End Stile
Center Stile
End Hinge
Center Hinge
Horizontal Reinforcement
Shape Frequency
14GA
24GA
16GA
20GA
Double
14GA
18GA
16 GA Channel 1/Section
Clopay Corp.
NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS
ACCEPTANCE No.: 95- 0303.02
APPROVED : MAY2 6 1995
EXPIRES MAY 9 6 19 9 8
1. 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 thni 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 #101300 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 ` /,, x 1 lag
screws not to exceed @ 14" o/c with a minimum embedment of 1'1,.
_7_
Candido Font, P.E.
Plans Examiner
Product Control Division
Clopav Corp. ACCEPTANCE No.: 95- 0303.02
MAY? 6 1995
APPROVED
EXPIRES
NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS
-2a-
Candido Font, P.E.
Plans Examiner
Product Control Division
MAY 2 6 1996
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 4101300 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.
Clopay Corp.
ACCEPTANCE No.: 95- 0303.02
MAY2 6 1995
APPROVED •
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 Reports age 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 awe 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
1. Extension of Acceptance may be considered after a ne‘v application has been filed and
the supporting data, test report no older than ten (10) years, have been re- evaluated.
NOTICE OF ACCEPTANCE: STANDARD CONDITIONS
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 grounds for re- evaluation.
4. This acceptance shall not be used as an endorsement of any product for sales or
advertising purpose.
�. The Notice of Acceptance number preceded by the %words lade County, Florida. and
followed by the expiration date may be displayed in advertising, literature. I f any portion
o( the Notice ofAcceptancc is displayed. then it sha1I be done in its entirety.
6. . copy of this approval as %yell as approved drawines and otherddcticncnts, %vhcre it
applies, shall be provided to the 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.
METROPOLITAN DADE COUNTY, FLORIDA
METRO -DADE FLAGLER BUILDING
BUILDING CODE COMPLIANCE DEPARTMENT
SUITE 1603
METRO.DADE FLAGLER BUILDING
140 WEST FLAGLER STREET
MIAMI. FLORIDA 33130 -156
(305) 375.2901
FAX (305) 375.2908
• Raul I:odriuttez
Product Control Supervisor
INSTALLER
MODEL
RETAIL
MODEL
DESCRIPTION
93
83
WOODGRAIN TEXTURE, RAISED PANEL, GALV. INTER. STILES
94 97
84A, 87
W00DGRAIN TEXTURE, RAISED PANEL, PAINTED /GALV. INTER. STILES
MODELS 83, 84A, 87, 93, 94, 97
LOCATION OF OPTIONAL VENTS
E 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—O" 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.
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'
Clapay
Building Products
Company
INTER.
STILE
OUTSIDE
HANDLE
CLOPAY BUILDING PRODUCTS COMPANY
312 WALNUT STREET, SUITE 1600
CINCINNATI, OHIO 45202
(513) 381 -4800
Dopey Completion Al Rights Ro wv,d.
REV
DATE
3 /27/15
16 GA. PAINTED END STILES ATTACHED TO DOOR
SKIN WITH PATENTED TOG —L —LOC SYSTEM
(TOP, BOTTOM & CENTER).
VIEW "C"
VIEW " B"
OUTSIDE KEYED
HANDLE
LOCK POSITION
(BOTH SIDES)
TWO POINT LOCKING
CONFORMS TO SFBC
3603.2 REGARDING
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).
END
STILE
LOCK
BAR
GUIDE
LOCK BAR
ENGAGES IN
OUTSIDE KEYED LOCK TRACK ON
LOCK BAR LOCKING OF DOOR.
OF R.
CONFORMS TO SFBC 3603.2
NOTED
aura 2/15/95
DRAVN M
CHECKED •ri
ADDeb JAMB D Lt) G c NAg r ro PA6F 4
INTER. STILE
PAGE'
B
INSIDE HANDLE
OUTSIDE KEYED LOCK
SNAP LATCH LOCK OPTION
CONFORMS TO SFBC 3603.2
1 OF 4
DESCRIPTION
DESCRIPTION
SNAP LATCH ENGAGES
ONTO VERTICAL TRACK.
ONE SNAP LATCH ON
EACH SIDE OF DOOR.
END
STILE
SLIDE BOLT
LOCK ENGAGES
INTO VERTICAL
TRACK. ONE
LOCK ON
EACH SIDE
OF DOOR.
INSIDE SLIDE BOLT
LOCK OPTION
CONFORMS TO SFBC 3603.2
DRAWING watsub
APPROVED AS COMPLYING WITH THE
SOUTH FLORIDA BUILDING CODE
DATL --- (6 19
BY
PRODUCT CONTROL DIVISION
BUILDING CODE COMPLIANCE OFFICE
ACCEPTANCE NOH5L.0
MAX DOOR SIZE,
16'2 "W x 8'0 "H
101300
DOUBLE CAR HURRICANE PAN DOOR
R[v.
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.
1110P
SCALE 2" = 1'
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.
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 ")
DATE
3 /z., /q.0
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. 48495
= Clopay
Building Products
Company
CLOPAY BUILDING PRODUCTS COMPANY
312 WALNUT STREET, SUITE 1600
CINCINNATI, OHIO 45202
(513) 381 -4800
Qopoy Corporotlon M Rights Rw+r..vd.
'' NOTED
° A TE ' 2/15/95
DRAVN BY•
CHECKED BY.
MWW
DESCRIPTION
DESCRIPTION
ADDED YAMS Dw6 4 ctfART ro PA6f
- 2 -1/2"
-� �--- 5/8" (TYP.)
VIEW "D"
6" TALL C- CHANNEL
16 GA. GALV. STEEL
PADE.
2 OF 4
DRAVING NUMBER,
APPROVED AS COMPLYING WITH veg.
SOUTH FLORIDA BUILDING CODE
DAT 19
BY
PRODUCT CONTROL DIVISION 4
BUILDING CODE COMPLIANCE OFFICE
ACCEPTANCE NO 6.15._(1 ,04 :.9
MAX DOOR SIZE.
16'2 "W x 8'0 "H
DOUBLE CAR HURRICANE PAN DOOR
101300
1/
DOOR
HEIGHT
"L"
6'
-6" .
70"
7'
-0"
76"
7'
-6"
82"
8'
—0"
88"
REV
DATE
DESCRIPTION
1
3 /ZitgS
A Db6b IAMB bwG 4 cHAFCr To PAGE 4
MODELS 83, 84A, 87, 93, 94, 97
#14x5/8" SHEET METAL SCREWS
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
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 CLIP.
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. INTERMEDIATE 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
JAMB CONFIGURATION
SCALE 2" = 1'
20 GA. GALV. STEEL INTER. STILE
" . L "
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 SC EWS.
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
2" DIA. LONG STEM, 10 BALL STEEL R
END OF ROLLER STEM THREADED FOR
7/16" NUT.
� Clopay
Building Products
Company
OLLER.
TRACK CONFIGURATION
SCALE 1/2" = 1'
2" GALV. STEEL TRACK,
TRACK THICKNESS: .083"
HINGE.
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
Mpg?' Carporetbn PD RIgMt* Ratrrd.
HORIZONTAL TRACK SUPPORT BY
DOOR INSTALLER (TO SUIT) - \
DOOR COUNTERBALANCE SYSTEM
12 GA. GALV. STEEL CONTINUOUS
1 -5/8" x 2 -3/8" ANGLE.
TYP. 2-1/2" x12 GA. GALV.
STEEL TRACK CLIPS.
DISTANCE BETWEEN BRACKETS
NOT TO EXCEED 14" 0.C.
(7 TOTAL CLIPS FOR DOORS
UP TO 7'0" HIGH).
(8 TOTAL CLIPS FOR DOORS
UP TO 8'0" HIGH).
SCALE, NOTED
DATE 2 /15/95
DRAVN Er. MWW
CHECKED DT.
P AGE.
DESCRIPTION
B
3 OF 4
DRAVING !AMER,
APPROVED AS COMPLYING WITH THE
SOUTH FLORIDA BUILDING CODE
DATE- 19C
BY _._
PRODUCT C0'• :TRO! D;V:SION
BUILD.NC CODE COMPLIANCE OFFICE
ACCEP11J CE NO C/5
NAN DOOR SIZC.
16'2 "W x 8'0 "H
DOUBLE CAR HURRICANE PAN DOOR
101300
BUILDING TYPE
FASTENER TYPE
MIN. No. OF
FASTENERS
PER VERTICAL
JAMB
MAXIMUM
ON CENTER
DISTANCE
BETWEEN
FASTENERS
STEEL
WASHERS
REQUIRED?
WOOD FRAME
1/2" 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
HILTI SDM -72 -536 PINS (WITH 1-1/2" EMBED) .
9
5
10-1/2"
19"
YES
NO
BLOCK WALL OR CONCRETE
3/8" x 1 -3/4" MIN. EMBED RAWL —STUD EXPANSION ANCHOR 17400 SERIESF
BLOCK WALL OR CONCRETE
3/8" x 1-3j4" MIN. EMBED RAWL LOK /BOLT ANCHOR BOLT (5000 SERIES)
5
19"
NO
MODELS 83, 84A, 87, 93, 94, 97
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 REQUIRED) COUNTERSUNK TO PROVIDE A FLUSH MOUNTING SURFACE.
WOOD FRAME BUILDINGS
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.
BLOCK WALL OR CONCRETE
2x6 JAMB TO SUPPORTING STRUCTURE ATTACHMENT
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. Sc —78.0 P.S.F.
a
Clo
a pY
Building Products
Company
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
dopey Corporetlon All Rights Reserved.
REV
1
}
MAX. O.C.
DATE
3/27/95
SCALE. NOTED
FASTENER
TYPE
DRAVN
CHECKED DY.
°Y. MWW
ADDED JAMB DWG & CHART TO PAGE 4
HORIZONTAL JAMB
(NO LOAD FROM DOOR)
zi
MIN. No.
OF FASTENERS
PER VERTICAL
JAMB
2x6 VERTICAL JAMB — N ,
DESCRIPTION
DOUBLE CAR HURRICANE PAN DOOR
DESCRIPTION
APPROVED AS COMPLYING WITH T
SOUTH FLORIDA BUILDING CODE
BY
PRODUCT CONTROL DiVi$iON
BUILDING CODE COMPLIA. CE OFFICE
A,.CCEPTAt,CE NO (45 ') 3 . )J .`
•
MAX DOOR SIZE.
16'2 "W x 8'0 "H
A:l0 ',.10tr:TY LAWS MUST BE COMPLIED
Authorized Signature Date
ALL OTHER APP' IV.:'.3' E SI'•:TE
WITH BY ALL PARTIES.
FIRE DEPARTMENT
PUBLIC WORKS
POLICE DEPARTMENT
' BUILDING DIRECTOR
'r! 1 .A" /
r ---'
r ' ---
—_-
.: .1.,
':'/.Jo\L
i
�
FINAL:
''' ^- .
NCE WITH THE SOUTH FLORIDA BUILDING CODE AS ADOPTED
BY MIAMI SHORES VILLAGE IS REQUIRED. THE ARCHITECT, BUILDER 8:
SUB CONTRACTORS ARE CHARGED WITH THE KNOWLEDGE OF ALL BUILD-
ONG REGULATIONS WHETHER OR NOT SPECIFICALLY INDICATED HEREIN.
PERMIT APPLICATION FOR MIAMI SHORES VILLAGE
Date /r /f Job Address 4 )f. 7 r fs % Tax Folio
Legal Description Historically Designated: Yes No
Owner/Lessee / Tenant
Owner's Address CIO e 77 0Ift e—)
Contracting Co. ■/O /c� �a.t✓si �/� i )72.7
Qualifier SS# Phone WS=
State #
Architect/Engineer
Bonding Company
Mortgagor
Permit Type (circle one):
WORK DESCRIPTION
Square Ft. Estimated Cost (value) C>/oe,O. J�
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 oS er and/or Cond
L NOTARY SEAL
°ANDRA M MONTIEL
COMMISSION NUMEUR
CC4b12
t COMMISSION .EX
AUe. 1
otary as to Owner and/or Condo P,� _ • Datee
My
FEES: PERMIT
APPROVED:
Mechanical
Municipal #
( /s
sident f( D to
RADON
Zoning Building
Address
Master Permit # ° ‘P' 8 7
Phone 757-- 7c3W
Address 6Y • e
Competency # Ins. Co.
Address
Address
ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN
i (
Signature of Contractor or Owner- Builder Date
Notary as to Contractor or Owner - Builder Date
My Commission Expires:
C.C.F. y NOTARY
Electrical
1
BOND
TOTAL DUE *! 1V
Plumbing Engineering