1226 NE 100 St (5)Approved
Correction
Re- Insp'n Fee
MIAMI SHORES VILLAGE
BUILDING DEPARTMENT
305 -795 -2204
Building Inspection Request
Date
Type Insp'n
Permit No.
Name
Address
Compan
Phone #
For Inspector: l / l -4me & Date
PROPERTY OWNER
Name Ve.)", �
AdZ /VV `!t/l/ Ir '
kiivivl 911,0705=s P ?/ 38
Home Telephone
5 75/ 97c;Lq
7
Business
s Telephoness
Fax
CONTRACTOR
//
Na A/ I /�L.. _-'�/ /T •
License No. O tp d d / � �'
Address C A /( ? 3 r
`- �Y/JWW/ 7 �� 3104
Telephone : 0 g J� (J v O VQ a " ax
e /�
Qualifier Name f � q +�� //�A�C��J�
TYPE OF MANAGEMENT ( ✓
New Construction
Anclosure
Alteration Exterior
V
Repair
Alteration Interior
Demolish
Relocation of Structure
Shell Only
Foundation Only
Add'I Attachment
Other
Add'l Detachment
Other
INSTRUCTIONS - The following steps must be taken to obtain a permit from the Miami Shores Village:
Step 1.
Current Use of Property
Proposed Use of Property
Tenant Information
RECLIIiit
A 2 S ?00(
Complete the attached permit application which must be signed by the property owner and qualifier. Both signatures must be notarized. Please
print or type to allow for a more accurate processing of your application. If roofing work will be done, a roofing application must be submit-
ted along with this permit application.
Step 2. Submit the completed application with all necessary documents to the Building, Planning and Zoning Department for processing. During the
processing of your application, you may be asked to submit additional information.
APPLICATION
Job Address: 12.26 h J y 6 100
Address
Folio umber
Lot Block
Subdivision
PB
PERMIT TYPE (✓ )
Building
Electrical
Mechanical
Plumbing
LPGX
Roofing
Fence
Other
PG
1
Apt.
Chg. Contractor
Renewal
Revision
Extension
Supplement
Reinspection
PERMIT CHANGE (✓ )
ARCHITECT
License No.
Name
Address
Telephone
Fax
Master Permit No. Plarb— 1443
Subsidiary Permit No.
.- 33 38
City State Zip
Descript of Work
Zoning l
Square Feet I f)-
Value of Work
Tax Assessed/Appraised Value
Flood Zone
Linear Feet
Units
PERMIT APPLICATION
Floors
Bldg Value
Base Floor Elev.
ENGINEER
License No.
Name
Address
Telephone
Fax
i�it0, qap . oo et. 5 .
Page 2
IMPORTANT NOTICES
DO NOT BEGIN ANY WORK WITHOUT HAVING RECEIVED YOUR VALIDATED PERMIT AND PERMIT CARD. Applying for a permit does not grant
the right to begin construction. HOURS OF CONSTRUCTION are limited to: Monday through Friday from 7:30 a.m. to 6:00 p.m., and Saturday from 8:00 a.m.
to 5:00 p.m. No inspections will be conducted on weekends or holidays.
2. All construction of demolition areas MUST BE MAINTAINED IN A CLEAN, NEAT AND SANITARY CONDITION free from construction debris.
3. STREETS AND NEIGHBORING PROPERTIES SHALL BE KEPT FREE FROM DIRT AND DEBRIS.
4. SWALES MUST BE PROTECTED FROM BEING DAMAGED BY EQUIPMENT OR VEHICLES AND MAY NOT BE USED FOR STORAGE. A bond is
required for work in or near the street/sidewalk.
5. CONSTRUCTION TRAILERS ARE PROHIBITED ON SINGLE FAMILY RESIDENTIAL CONSTRUCTION SITES. Other construction may have a trailer
which requires a separate permit.
6. PORTABLE TOILETS for a construction site require a separate permit.
7. DO NOT DISCHARGE WATER INTO THE RIGHT OF WAY OR STORM DRAINS without approval from the Building, Planning and Zoning Department.
8. EQUIPMENT AND MATERIALS SHALL BE STORED at least 10 feet from the edge of pavement.
9. Department of Health and Rehabilitative Services (HRS) approval is required for applications involving septic tanks. Department of Environmental Resources
Management (DERM) and/or Miami -Dade Water and Sewer Department (MDWASD) approval is required for applications involving sewers.
AFFIDAVIT - Please read carefully.
Application is hereby made to obtain a permit to do work and installation as indicated. I, the OWNER of the property, 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, POOL, EXTERIOR DOOR, MECHANICAL, WINDOW, FENCE, DRIVEWAY,
ROOFING and SIGNS and there may be additional permits required from other governmental agencies.
I, the OWNER of the property, have disclosed all information related to any work at the property performed in the prior twelve
months to the Building Official. Further, I am fully aware that if the cumulative cost of work to my home or business under this and
any other permit equals or exceeds fifty percent (50 %) of the fair market value of the structure, the entire structure must meet the
present federal flood criteria for finished floor elevation. I am also fully aware that if the total cost of work to my home or business
under this and any other permit exceeds fifty percent (50 %) of the replacement cost of the structure, then the entire structure must
conform to the current code requirements of the Building Code.
WARNING TO OWNER: Your failure to record a NOTICE OF COMMENCEMENT may result in you paying twice for
improvements to your property. If you are spending more than $2,500 or intend to obtain financing, you may wish to consult with
your attorney or lender before recording your Notice of Commencement. The Notice of Commencement must be recorded at:
22 N.W. 1st Street, 1" Floor, (305) 679 -1078. Once recorded, the Notice of Commencement must be POSTED AT THE JOB SITE in
accordance with Section 713 -35 of Florida Statutes. Review the brochure at Village Hall on Construction Lien Law and
Choosing a Contractor.
STATE OF FLORIDA, COUNTY OF MIAMI -DADE
Signature of O rL
0 -0 4) V&C•4 J 7
Print Name O
e , and subscri before me thi/da o
S
ignature of Notary Public - State of Florida
SEAL:
p Raul R Maritnez
Per finally known mi .Vt odur Tr ��t g ? O H
Type of Identification Produced:
TE OF FLO % 1 A, COUNTY OF MIAMI -DADE
. O o Co actor / Qua
Print Name
SEAL:
3 ' 7 o / 4 5
Sw° t� subscribed before me this day of
v v1
Sign ure of Notary Public - State of Flo da
PERMIT APPLICATION
Paul P. Muriinaa -
MY COMMISSION . t ;(; ; ta jn i
OR, Produced Identrtication
Type of Identification Produced:
Florida Building Code Garage Door Windload Design Pressures
The positive and negative design windloads for the garage door opening(s), listed below
are derived from the Florida Building Code (American Society of Civil Engineers, ASCE
7 -98), Section 1626 for Components and Cladding ( Exposure C ), 140 MPH wind
velocity for Broward County, or 146 MPH wind velocity for Miami -Dade County.
Address: Conklin, keith
1226 NE 100 St.
Miami Shores, Fl 37138 Miami -Dade
Garage Door Opening Size(s): 16' -0" x 6' -9"
Clopay Model No.: 84A or HDG
Mean Roof Height: approximately 22'
Measured Minimum Building Dimension: 23' -1"
Measurement of Nearest Garage Door Opening to Building Corner: . 3' -7"
psf
Design Load: 42.5 sf 3(\1
/
Negative Design Load: 46.8 psf
Clopay Model: 84A
Clopay Model: HDG
The design Loads shown above are •as upon the measurements listed above for
enclosed buildings and require that the garage doors installed meet section 1626 of the
2001 Florida Building Code for wind -borne debris in the High Velocity Hurricane Zones.
The related calculations do not address the jambs or supporting structural adequacy. The
Building Official is the final determiner of the suitability of the garage door connections
for the particular building or home at the designated location.
Gary Pfuehler, P. E.
5665 Green Oak Ct.
Fairfield, Ohio 45014
Florida P. E. License # 49850 ph: 513- 858 -1490
Approval No: 00- 1212.03
Approval No: 02- 0618.02
August 25, 2003
M 1� MACE
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA)
Clopay Building Products Co.
5585 Duke Boulevard
Mason, OH 45040
'r
ML -MI -DAD COUMY. FLORIDA
' METRO -DADE FLAGLER BUILDING
1-10 NEST FLAGLER ST7EaT, SUIT
MIAMI, FLORIDA 33130 -1563
(305)375 -2901 FAX (305) 375 -2908
SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.
The documentation submitted has been reviewed by Miami -Dade County Product Control Division and acc;:ptcd by the Board
cf Rules and Appeals (BORA) to be used in Miami Dadc County and other areas where allowed by the Authority Having
Jurisdiction (AHD.
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (in
Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to nave this product or
mat;rial tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the
manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such
product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Mianri-
Dada County Product Control Division that this product or material fails to meet thc requirements of the applicable building
code.
This product is approved as described herein, and has been designed to comply With the High Velocity Hurricane Zone of the
Florida Building Code.
DESCRIPTION: Sectional Garage Door 16' Wide.
APPROVAL DOCUMENT: Drawing No. 101488, titled "M/N 2400, HDGL, 66, 67, 68, 2401, 4300, 4301, 4310, 4400,
4401, HDG ", dated 06/07/95 with last revision on 06/2001, sheets 1 through 4 of 4, prepared by Clopay Building Produc:t�
Company, signed and scaled by M. W. Westerfield, P.E., bearing the Miami -Dade County Product Control Renewal st;t :
with the Notice of Acceptance number and expiration date by the Miami -Dadc County Product Control Division.
MISSILE IMPACT RATING: Large and Small Missile Impact
LABELING: Each unit shall bear a permanent label with the manufacturer's name cr logo, city, state and fc linwin,
statement: "Miami -Dadc County Product Control Approved ", unless otherwise noted hcrcin.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in die
applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in thc materials,
use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales,
advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA
shall be cause for termination and removal of NOA.
LIMITATION: This approval requires the manufacturcr to do testing of all coils uscd 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
Dadc County approved laboratory selected and paid by the manufacturer. Every 3 months, four times a year, thc manufacturcr
shall mail to this office: a copy of the tested reports with confirmation that thc specimen were selected from coils at the
manufacturer production facilities. And a notarized statement from the manufacturer that only coils with yield strength of
27.000 psi or morc shall be uscd to makc door panels for Dadc County under this Notice of Acceptance
ADVERTISEMENT: The NOA number preceded by the words Miami -Dadc County, Florida, and followed by thc
expiration date may bc displayed in advertising literature. If any portion of the NOA is displayed, then it shall bc done in its
entirety.
INSPECTION: A copy of this entire NOA shall bc provided to the user by the manufacturer or us distributors and shall bc
auilablc for inspection at the job sitc at the request of the Building Official.
This NOA renews NOA # 01- 0430.06, consists of this page 1 as well as approval document mentioned above.
The submitted documentation was reviewed by Candido F. Font PE.
NO.t No 0::- 11618.02
Expiration Datc: September :6. 201.17
Approval Date: Augu> :'9, 2007
9 96
12/98
4/99
4/2001
DESCRIMON•
ADO MODELS 2400
DELETE M/N 2200,
SCREW NOTE REV.
& 2401
2201, 4200; ADD M /f4 2310
ON PAGE 1
& HDGL; DEL. 2300/01/
ADD HOLMES M/N
CHANGE VENT N
OT
E
m■ ®_
Q
fl
0
a
6/2001
K SCREWS LOCATED
'2" FROM BOTTOM
1 11
-LTi �__
lI
SP
•
E0 LOCK POSITION
7 -SLIDE BOLT
LOCK ENGAGES
INTO VERTICAL
TRACK. ONE
LOCK ON
EACH SIDE
OF DOOR.
;U DE BOLT
?TION
- AS TO SFBC 3603.2
CLOPAY BUILDING PRODUCTS COMPANY
MASON,
8585 OH 45040
1(513) 770 -4800
16 GA. DOUBLE END STILE
EACH END STILE MEASURES •
5-3/4"x2-1/8"x3/8" ATTACHED
WITH ONE #8x1/2" WAFER SCREW.
NOTE 1:
DOORS 6'6" HIGH CONSIST OF (
SECTIONS; c2) OF
CONSIST OF
DOORS 7
SECTIONS; !;4) OF 21'.
DOORS 7'6' HIGH CONSIST OF (5)
SECTIONS; tj5) OF 18".
DOORS 8'0'
2
'O' H1 OF CONSIST (3) 0NSIST )F � 18" 5)
SECTIONS; ( )
VIEW "8"
VIEW "C"
LOCK POSITION
(BOTH SIDES)
TWO POINT LOCKING
CONFORMS TO SFBC
3603.2 REGARDING
GARAGE DOORS WITH
5/8 "„ MIN.
ENGAGEMENT.
FOR : BOTH OUTSIDE
KEYED LOCKS AND
INSIDE SLIDE BOLT
LOCK OPTIONS, SEE.
- LAYOUT OF EACH.
BRACKET USED FOR
BOTTOM DOUBLE
END STILE.
PAGE 1 OF 4
•
NOTE 2: SUPPORTING STRUCTURAL
ELEMENTS SHALL BE DESIGNED BY A
REGISTERED PROFESSIONAL ENGINEER FOR
WIND LOADS SHOWN ON THIS DRAWING.
NOTE 3: LOCKING DEVICE, TO ,CONFORM
TO SOUTH FLORIDA BUILDING CODE.
(SEE INSIDE:. EI. _JATION - FOR POSITION
ON DOOR.)
DESIGN LOADS: +46.6 P.S.F. —52.0 P.S.F.
P P. r.1-
•..,.. :, :Lc F;oritla
•
Mimi tilt ,ic i'w►:u�i CCortml
Dirtsiun
WAX DOM Sli•
16'2 "W x 8'0 1I H
DtstRIPT1vo M/N 2400, HDGi, 66, 67, 68
2401, 4300, 4301, 4310, 4400, 4401, HOG
DRAVit+4 tA)4KR'
101488
MODELS 240ty 2
� + `� aAY M OD �.
ES MODELS 66 `
; .DER.
X
Q
j 20 GA.
r
STILE
}U "i SIDE --�
KEYED
IANDLE
x2" GA_V . `_s iTEEL BACKER PL ,TE
A� EACH INTERMEDIATE HINCL
LOCATION. BACKER FLACE
ATTACHED WITH DOUBLE
SIDED AORYLIC ADHESIVE
"f0 RACK OF DOOR.
rc-
1
SNAP LATCH ENGAGES
ONTO VERTICAL TRACK.
ONE SNAP LATCH ON
EACH SIDE OF DOOR.
END
STILE
INSIDE HANDLE
OUTSIDE KEYED LOCK
SNAP LATCH LOCK OPTION
Ct'JNFORMS TO SFBC 3603.2
%3x `�lGN ENGINEER
ya,fL,K `\'. WESTER FIELD, F
<;L AN ICAL ENCINEERIN'"
L��Ilir+ PEGlSTPATION N. 44'1 :J
.•
INTER.
STILE
OUTSIDE
HANDLE
4401, H HOC.
(2) (2) 1 /4"
1-1/4"
- 1 /4 ck 3-
}�9f�
TWO FROM .fu
_. -- I t --
•
LOCATION' OF OPTIONAL VENTS. l A l_ OPTIONAL OUTSIDE
La� TOTA1_ VENT OPENINGS: 60 I MAX F` DOOR WIDTH 16' -2" -
iNSIDE ELE
1 -
OUTSIDE KEYED LOCK
LOCK BAR LOCKI
CONFORMS TO SFF3C 3603.
ENO
STILE
•iOCK
BAR
GUIDE
LCCK BAR
ENGAGES IN
TRACK ON
EACH SIDE
OF DOOR.
•
2 g ra Clopa
Building Product
icompnnY
K E'
INSIDE
LOCK c
CONED;
LO ?AY MODELS 2400, 2401. 4300, 4301,
`LMES MODELS 66, 67 68
INTER.
� C
OUTSIDE
KEYED
HANDLE
X
1
STILE
(1) 20 GA.x2" GALA'. STEEL BACKER PLATE
AT EACH INTERMEDIATE HINGE
LOCATION. BACKER PLATE
ATTACHED WITH DOUBLE
SIDED AG,,RYLIC ADHESIVE
TO BACK OF DOOR.
END
STILE
INSIDE HANDLE
OUTSIDE KEYED LOCK
SNAP LATCH LOCK OPTION
CONFORMS TO SFBC 3603.2
DESIGN ENGINEER
MARK W. WESTERFIELD, P.E.
MECHANICAL ENGINEERING
F LORIDA REGISTRATION Nc. 484,;5
111
INTER.
STILE
OUTSIDE
HANDLE
4310, 4400, 4401, HDG, HDGL
LOCATION OF _:OPTIONAL VENTS. z A OPTIONAL
TOTAL VENT OPENINGS: 60 IN PER VEHICLE
MAX. DOOR WIDTH = 16' -2"
SNAP LATCH ENGAGES INSIDE ELEVATIONS
ONTO VERTICAL TRACK. SCALE 1/2" = 1'
ONE SNAP LATCH ON
EACH SIDE OF DOOR.
END
STILE
LOCK
BAR
GUIDE
LOCK BAR
ENGAGES IN
TRACK ON
OUTSIDE KEYED LOCK EACH SIDE
LOCK BAR LOCKING OF DOOR.
CONFORMS TO SFBC 3603.2
6 (2) 1/4" x 3/4" T EK SCREWS LOCATED
AT 1-1/4" & 3-1/2" 2 , FROM BOTTOM
NO TWO FROM TOP.
OUTSIDE
END
STILE
Building Products
Com•an
KEYED LOCK POSITION
7 — SLIDE BOLT
LOCK ENGAGES
INTO VERTICAL
TRACK. ONE
LOCK ON
EACH SIDE
OF DOOR.
INSIDE SLIDE BOLT
LOCK 0 0 TION
CONFORMS TO SFBC 3603.2
6
7
8
VIEW "B"
- VIEW "C"
CLOPAY BUILDING PRODUCTS COMPANY
8585 DUKE h
Clopay MASON. OH 45040
(513) 770 -4800
Cbpcy Cor wobon M R.914.1, Scsr..rQ.
ETV DATE
4 9/96
5 12/98
4/99
4/2001
6/2001
16 GA. DOUBLE END STILE
EACH END STILE MEASURES
5-3/4"x2-1/8"x3/8" ATTACHED
WITH ONE #8x1 /2" WAFER SCREW .
LOCK POSITION
(BOTH SIDES)
TWO POINT LOCKING
CONFORMS TO SFBC
3603.2 REGARDING
GARAGE DOORS WITH
5/8" MIN.
ENGAGEMENT.
FOR BOTH OUTSIDE
KEYED LOCKS AND
INSIDE SLIDE BOLT
LOCK OPTIONS, SEE
LAYOUT OF EACH.
BRACKET USED FOR
BOTTOM DOUBLE
END STILE.
feaz
PAGE 1 OF 4
S ` ALCJ •NOTED
DATE 6/7/95
DRAWN /T.
CIsCCKLD IT.
KFH
PLOT
1 =24
TtiSCR
ADD MODELS 2400 & 2401
DELETE M/N 2200, 2201, 4200; ADD M/ 4 2310
SCREW NOTE REV. ON PAGE 1 •
ADD HOLMES M/N & HDGL; DEL. 2300/01/10
CHANGE VENT NOTE
NOTE 1:
DOORS 6'6" HIGH
SECTIONS; c2) OF
DOORS 7'0' HIGH
SECTIONS; t 4) OF
DOORS 7'6' HIGH
SECTIONS; S5) OF
DOORS 8'0' HIGH
SECTIONS; (2) OF
CONSIST OF (4)
21" Sc (2) OF 18".
CONSIST OF (4)
2"
CONSIST OF (5)
18 ".
CONSIST OF (5)
21" & (3) OF 18 ".
NOTE 2: SUPPORTING STRUCTURAL
ELEMENTS SHALL BE DESIGNED BY A
REGISTERED PROFESSIONAL ENGINEER FOR
WIND LOADS SHOWN ON THIS DRAWING.
NOTE 3: LOCKING;- DEVICE • TO CONFORM
TO SOUTH : FLORIDA:: BUILDING CODE.
(SEE INSIDE. ELr_ % ION = FOR POSITION
ON DOOR.)
DESIGN LOADS: +46.6 P.S.F. & —52.0 P.S.F.
ppfU_;%.r - -r i ""TW .1)
. •. ti,c i :arida
• .
111iai sii:Jc i'Iut:u•I Control
Div siun
MAX DOER SIZC
16'2 "W x 8'0 "H
DCSCAIPitc" M/N 2400,?: HDGL, 66. 67, 68
2401, 4300, 4301, 4310, 4400, 4401, HDG
DRAM/!. ►UMICR• - RC V,
101488 8
IN STALLER
ODEI ` ;
+300.7 ' '.
RETAIL
= MODEL
DESC RIPTION
'. 1-100t2 - :-66:
27 GA. EXT. SKIN- SHORT RAISED PANEL
00'.x.:
X244c.
24 GA. EXT. SKIN- SHORT RAISED PANEL
4401''
- 240 -
24, GA. EXT. SKIN: FLUSH PANEL
430i - t , `.
.f,13-04N_
- 27 -0A.- EXT. SKIN; FLUSH PANEL
4310
HDGL. 67
25 GA. EXT. SKIN; WIDE RAISED PANEL
" I _ II II I II II II Eh WWII 7x 4 -*
i
CLOPAY MODELS . 2400, 2401, 4300, 4301, 4310, 4400, 4401, HDG, HDGL
HOLMES MODELS 66, 67, 68 I-- 2" THICK SILICONE FILLED CHANNEL SEPARATES •
FRONT AND BACK SKIN OF DDOR
SECTION A —A (SIDE VIEW)
SCALE 2" = 1
TONGUE AND GROOVE JOINTS.
27 GA. MIN. EXTERIOR STEEL SKIN
(MIN. YIELD STRENGTH: 27 KSI, !\
DRAWING QUALITY) WITH G -40 MIN. GALV.,
BAKED —ON POLYESTER PAINTED TOP
COAT APPLIED TO BOTH SIDES
OF STEEL SKIN.
DESIGN LOADS: +46.6 P.S.F. & —52.0 P.S.F.
i
1.95" THICK. 1# DENSITY EXPANDED
POLYSTYRENE FOAM INSULATION
(SUPPLIED BY FALCON MANUFACTURING)
LAMINATED TO BOTH EXTERIOR
AND INTERIOR SKINS.
12 GA. GALV. STEEL TOP ROLLER BRACKET.
EACH BRACKET ATTACHED W /(6) #14x5/8"
SHEET METAL SCREWS. ADJUSTABLE SLIDE ATTACHED
TO TOP BRACKET WITH (2) 1/4"x1/2" BOLTS AND
NUTS PER BRACKET:
1 . -1 /4" WIDE x 16 GA. GALV. STRAP.
(7) PER DOOR SECTION ON 16' WIDE DOORS.
WI INSIDE
TH (3)1 /4 "x3/4 "SE STRAP ATTACHED
SELF TAPPING SCREWS (TWO
SCREWS TO DOOR, ONE SCREW TO C— CHANNEL).
14 GA. GALV; ROLLER HINGE.
EACH HINGE "FASTENED_ TO END
STILES W /(4) 014x5/8 SHEET'. METAL
AND '(2) 114 "x3/4" SELF TAPPING "` SCREWS.
(SEE VIEW "B ")
ONE 6" TALL, 16 GA. C— CHANNEL PER DOOR SECTION.
(2) 1/4"x3/4" SELF TAPPING SCREWS PER END STILE AND
ONE 1/4"x3/4" SELF TAPPING SCREW PER BACKER PLATE
OCATION. (SEE VIEW "D ")Q
6
27 GA. INTERIOR STEEL SKIN (DRAWING QUALITY)
WITH G -40 MIN. GALV., BAKED —ON PRIMER AND
A BAKED —ON POLYESTER PAINTED TOP
COAT APPLIED TO BOTH SIDES OF • STEEL SKIN.
13 GA. GALV. STEEL BOTTOM BRACKET.
ATTACHED WITH (4) #14x5/8" SHEET METAL SCREWS •N'
ALUMINUM EXTRUSION & VINYL WEATHERSTRIP. PAGE 4
Building Products
Com•cm
CLOPAY BUILDING PRODUCTS COMPANY
1 1 8585 DUKE BLVD.
MASON, OH 45040
(513) 770 -4800
Clopoy Corporation Al RIM, R., .O.
F'fv
2
4/99
4/2001
4
3
neat
7/96
8/96
9/96
5 12/98
DCSCDtPTICH
GENERAL REVISIONS
CLARIFY MODEL NUMBERS
ADD MODELS 2400 & 2401
YIELD WAS 33 KSI; ADD 2310 DEL. 2200/01, 4200
SCREW OTY. CHANGE ON PAGE 2
ADD HOLMES M/N & HOGL; DEL. 2300/01/10;
G -40 MIN. WAS 6 -60; NEW M/N CHART
8 6/2001 CHANGES TO PAGES 1 & 4
S ` A "' NOTED
DAIt'
COCKED IT.
7/6/95
DRAVH 9T. KFH
DESIGN ENGINEER
ARK W. WESTERFIELD, P.E.
MECHANICAL ENGINEERING
FLORIDA REGISTRATION No. 48495
1.J
6"
r 1'"
---I I---- 5/8" (TYP.)
VIEW "D"
6" TALL C— CHANNEL
16 GA. GALV. STEEL
PRODUCT RFNF:WED
:.% L'T::;.!yinr nigh the Fiorillo
Ac: :p'a::•^ N'),QZ • of
Evirnii ^a
Miami 11a c Product Cooing
Division
PLOT. tux DMI sm. "
1=24 16'2 "W x: 8.' "H
DCSCRIPTIC" M /N' 2400; HDGL, 66 : 67. 68,
2401, 4300, 4301, • 4310, 4400. 4401, HDG
DRAVING NuKNER,
101488
7
RCS
8
DOOR
HEIGHT
"L"
6'
-6"
70"
7'
-0 "•
76"
7 °
-6"
82"
8'
—0"
88"
-. ! l ily !1I II h i�
_ JFAY MODELS 2400, 2401, 4300, 4301, 4310, 4400, 4401, HDG, HDGL
- CL"2ES MODELS 66, 67, 68
//14x5/8" SHEET METAL SCREWS
2x6 WOOD JAMB
SEE "JAMB PREPARATION
NOTE" ABOVE
1/4"x3/4" SELF
TAPPING SCREWS.
14 GA. END HINGES
SCALE 2" = 1 '
VIEW "B"
JAMB PREPARATION NOTE
TRACK SHALL BE FASTENED TO 2x6 YELLOW PINE WOOD JAMBS WITH 5/16"x1-5/8"
LAG SCREWS (9 LAG SCREWS PER SIDE UP TO 7'0" HIGH AND 10 LAG SCREWS
PER SIDE UP TO 8'0" HIGH). PREPARATION OF JAMBS BY OTHERS.
TRACK BRACKETS OR ANGLES MAY BE MOUNTED DIRECTLY TO
CONCRETE USING APPROVED MASONARY FASTENERS.
1" DOOR OVERLAP (EACH SIDE)
12 GA. GALV. STEEL
CONTINUOUS ANGLE FASTENED TO WOOD
JAMB WITH 5/16"x 1 -5/8" LAG SCREWS
NOT TO EXCEED 14" 0.C. CONTINUOUS
ANGLE MAY BE NOTCHED OUT FOR JAMB
TO STRUCTURE ATTACHMENT POINTS.
MIN. OF (1 1) LAG SCREWS ARE REQUIRED.
2" GALV. STEEL TRACK FASTENED
TO 12 GA. GALV. STEEL TRACK CLIPS.
TRACK ATTACHED TO EACH CLIP
WITH ONE 1/4"x5/8" BOLT & NUT.
EACH TRACK CLIP ATTACHED TO
CONTINUOUS ANGLE WITH
(2) 1/4" DIA. RIVETS PER CLIP.
PAGE 3 OF 4
0= lGN LOADS: +46.6 P.S.F. & —52.0 P.S.F.
18 GA. INTERMEDIATE HINGE
SCALE 2" = 1'
VIEW "C"
NOTE: EITHER BRACKET MOUNT OR CONTINUOUS
ANGLE TRACK MAY BE INSTALLED (AS SHOWN).
114:1111N
\_.
— 14 GA. INTER. HINGES
USED ON 24 GA. EXTERIOR
SKIN DOOR MODELS.
OPTIONAL STOP MOULDINC BY INSTALLER (TO SUIT)
16 GA. GALV. STEEL DOUBLE END STILE
7/16" PUSHNUT
INSTALLED ON ROLLER
SHAFT FOR UNRESTRICTED
DOOR OPERATION.
DI o pay
JAMB CONFIGURATION
SCALE 2" = 1' Building Products
Com•an
2" DIA. LONG STEM, 10 BALL STEEL ROLLER.
REV
7
8
DATE
It IS
z
0
z
z
0
U
1—
z
0
2
t—
w
a
m
CLOPAY BUILDING PRODUCTS COMPANY
8585 DUKE BLVD.
MASON, OH 45040
(513) 770 -4800
CpperuUon AS Riohts Rm. -.d.
4/2001 ADD HOLMES M/N & HDGL: DEL. 2300/01/10 H
6/2001 CHANGES TO PACES 1 do 4
HORIZONTAL TRACK SUPPORT BY
DOOR INSTALLER (TO SUIT)
DOOR COUNTERBALANCE SYSTEM
13 GA. GALV. STEEL FLAG BRACKET
OR 12 GA. GALV. STEEL CONTINUOUS
1 -5/8" x 2 -3/8" ANGLE.
ATTACH FLAG BRACKET WITH (3) 5/16"x 1 —5/8"
LAG SCREWS.
76 "(7'6 "H & 8'0 "H DOORS ONLY)
63"
50"
38"
18 GA. GALV. STEEL INTER.
FASTENED W /(4) #
14 GA. GALV. STEEL ROLLER HINGES SHEET METAL SCREWS.
FASTENED TO END STILES W /(4) EACH
(2) 1/4" SELF TAPPING SCREWS PER END -- DESIGN ENGINEER /
#14x5/8" SHEET METAL SCREWS AND
MARK W. WESTERFIELD, P.E. "-t a
MECHANICAL ENGINEERING
FLORIDA REGISTRATION No. 48495
HINGE
sCLa NOTED
DATE. 6 /7/95
DRAWN Y.
L1CoCED BY+
MWW
DETEDIPTITra
2" GALV. STEEL TRACK,
TRACK THICKNESS: .083"
TRACK CONFIGURATION
SCALE 1/2" = 1'
DR /V11 t&, D.
A.
A% DOOR M CA
101488
TYP. 2-1/2"x12 GA. GALV.
STEEL TRACK BRACKETS OR CLIPS. -
DISTANCE FROM BOTTOM OF :VERTICAL
24" TRACK TO EACH BRACKET /CLIP IS:
3-1/2", 10", 24 ", 38 ", 50 ", 63 ",
AND 76" ( & 8'0 "H DOORS ONLY).
10'° HONE 5/16'x1 -5/8" LAG SCREW PER
` TRACK BRACKET.
2 -1 /2 "x 12 GA. GALV. STEEL TRACK
BRACKETS FASTENED TO WOOD JAMB
WITH 5/ 16 "x 1— 5/8" LAG SCREWS
NOT TO EXCEED 14" 0.C. MIN.
OF ( 9) LAG SCREWS REQUIRED.
2" GALV. STEEL TRACK FASTENED TO 12
GA. GALV. STEEL TRACK BRACKETS. TRACK
ATTACHED TO EACH BRACKET WITH TWO
1/4" DIA. RIVETS.
PRODUCT Rt:NF1vF.n
s coi q :1 i.t;: "ild the Florida
Accr; ::'r. -o Sr, 02
Ea
M!urui Matte Product Control
D1 sioit
_1 =24 ,
162W x' „80H
oExRIPT[tt+ M/N 2400, HDGL, 66, 67, 68,
2401, 4300, 4301, 4310, 4400, 4401, HOC
.r..
8
•
MIN. No. OF
FASTENERS
MAXIMUM
ON CENTER
PER VERTICAL
DISTANCE
STEEL
JAMB
BETWEEN
WASHERS
BUILDING TYPE
FASTENER TYPE
7'H -
8'H
FASTENERS
REQUIRED?
WOOD FRAME (SOUTHERN PINE)
5/16" x 3" LAG SCREW (ASTM A307, GRADE A). 1 -5/8" MIN. EMBED
10
11
10"
YES
C -90 BLOCK 2,000 PSI GROUT
1/4" x 4" ITW TAPCON CONCRETE ANCHOR. MIN. 1 -3/4" EMBED'
10
11
10"
YES
C -90 BLOCK 2,000 PSI GROUT
3 8" x 4" RAWL LOK BOLT ANCHOR BOLT 5000 SERIES). 1-5/8" EMBED i
9
1 0
1 1 "
NO
CONCRETE COLUMN (2,000 PSI)
3 8 x 4 RAWL LOK BOLT ANCHOR BOLT 5000 SERIES). 1 -5/8" EMBED I
9
1 0
1 1 "
NO
,, 340
R
t~
2/.6 JA■VB TO SUPPORTING STRUCTURE ATTACHMENT
;
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.
�
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 FOOTIN„ TO TIE BEAMS
AND IN ACCORDANCE WITH SFBC SECTION 2905.1.
BLOCK WALL OR CONCRETE
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 PRGF ESSICNAL OF RECORD AND IN ACCORDANCE WITH SFBC SECTION 2704.2.
2x6 JAMB TO SUPPORTING STRUCTURE ATTACHMENT
(NOT TO BE USED FOR ATTACHMENT OF TRACK BRACKETS TO 2x6 VERTICAL JAMB OR SUPPORTING STRUCTURE)
- TAPCONS /ANCHOR BOLTS CAN BE INSTALLED DIRECTLY THROUGH TRACK BRACKETS /ANGLE IN LIEU OF 5/16 "x1 -5/8" LAG SCREWS (SEE PAGE 3).
RAWL LOK /BOLT SHALL BE TORQUED AS SPECIFIED BY THE RAWL PLUG COMPANY. DESIGN ENGINEER
MARK W. WESTERFIELD, P.E.
MECHANICAL ENGINEERING
FLORIDA REGISTRATION No. 48495
DESIGN LOADS: +46.5 P.S.F. & -52.0 P.S.F. •
d9/f/c
t=tv
9/96
12/98
4
5
6
ADD MODELS 2400 & 2401
ADD M/N 2310; DELETE A'1 /N 2200, 2201, 4200
NO CHANGES ON PAGE 4
ADD HCLMES M N & HDGL; DEL. 2300 01 10
4/99
t
4 2001
6/2001
1 REVISED VERTICAL JAMB DESIGN LOAD NOTE 2.
2 cC. »LO ... , 4300, 4301, 4310. 4400, 4401, HDG, HDCL
PAGE 4 0 F 4
MAX. O.C.
sCM.C. NOTED
7
DRAV11 oT. MWW
CKLCXLa 5T•
PLOT
B
1
cscnI
240
Cl
CLOPAY BUILDING PRODUCTS COMPANY
8585 DUKE BLVD.
1111111 MASON, OH 45040
(513) 770 -4800
Building Products ~---
Company
Ga;oy Cmyoeah.y At, . ynts
7
8
LATE
DZSCRt ?TION
HORIZONTAL JAMB
(NO LOAD FROM- DOOR)
MIN. No. _
OF FASTENERS
PER VERTICAL
JAMB
nAX :L�b� Mt*
=24 16'2 "W x 8'O "11
_- r1'r 11411 1111
ranr.'irT r,1:rr \vr.n
•: . fh(I :' Inri s
Rtiatui {)nt1 1'tvt:uct Curtr 1
Div!siun
"c M/N 2400, . "DGI. , 56, 67, 6e,
� , 4300, 4301, •; 310, 4400, 4401, 11D0
TFA%fl.3. tchIcy. t.[v.
QZ
ELECTRICAL
'I'YI'E
Minimum Fee
QTY.
TYPE
Dryer
QTY.
'I'1'PE
Outlet, Appliance
Q'I'Y.
'I'YI'I:
Service Repair
Q'I'1'.
A/C Central 1 -3 Ton
Fan
Dryer Vents, Number of
Outlet, Wall
Ventilation, Cost
Service, Temporary
Air Handler, Tons
A/C Central 4 -7 Ton
Piping, Flammable Liquid
Fire Pump
Outlet, Switch
Fire Sprinkler System
Signs
A/C Central 8 -15 Ton
Bath Fan - Vented, #
Fixture - Fluorescent
Pressure Vessel
Oven
Space Heater (kw)
A/C Central 16 -20 Ton
Fixture Light
Parking Lot Lights
Spas/Hot Tubs
A/C Central 20+ Ton
Flood Lights
Plugmold/Strip
Subfeeds, No. of Amps
A/C Window
FPL - Load Central
Posts
Swim Pool, Commercial
Air Conditioners
Garbage Disposal
Range/Range Top
Swim Pool, Residential
Chiller
Generators, etc.
Receptacles
Switchboards
Clear Violations
Heat Recovery
Refrigerator, Comm. (p/PH)
Temp Serv., Construction
Compactor
Low -volt, Burglar
Refrigerator, Domestic
Temp for Test - 30 days
Deep Freezer
Low -volt, Fire
Renew - Temp Service
Water Closet
Demolition
Low -volt, Intercom/Teleph.
Repair Circuits
Water Heater
Dishwasher
Low -volt, Television
Service, Number of Amps
Water Heater New
MECHANICAL
TYPE
Minimum Fee
QTY. TYPE
Condensate Drain
QTY. TYPE
Generator
Q"I'Y. TvI'f:
Refrigeration, Tons
Q'I'1'.
A/C Central, Tons
Cooling Tower
Heating Strips, each
Vent Hood, Cost
A/C Wall/Win. Tons
Dryer Vents, Number of
Paint Booth
Ventilation, Cost
Solar Water Heater
Air Handler, Tons
Ductwork, Cost of
Piping, Flammable Liquid
Periodic Inspections
Barbecue
Fire Sprinkler System
Process/Pressure Piping
Cap - Fixture
Bath Fan - Vented, #
Fireplaces, Number of
Pressure Vessel
Pump and Abandon
PLUMBING
TY
A/C Condensate
QTY.
TYPE
Drains, Roof
QTY.
TYPE
Miscellaneous Fixture
QTY.
TYPI',
Soakage Pit
Q'I'Y.
Bath Tub
Drinking Fountain
Miscellaneous Repairs
Solar Water Heater
Bidet
Filter Replace
Pool Piping
Sprinkler Repair
Cap - Fixture
Fountain
Pump and Abandon
Sprinkler System
Cap - Water
Gas - Appliance
Pump, Domestic
Supply, AC Well
Cap - Sewer
Gas - Natural
Pump, Fire Stand
Temporary Toilet
Catch Basin
Gas - Propane
Pump, Re- circulate
Temporary Water Closet
Clothes Washer
Gas Piping
Pump, Replace - Pool
Urinal
Dental Chair
Grease Trap
Pump, Sprinkler
Utility - Sewer
Discharge Well
Ice Maker
Pump, Sump
Utility - Water
Dishwasher
Indirect Wastes
Relay Repair
Vacuum Pump
Disposal
Interceptor
Roof Inlet
Water Closet
Domestic Well
Laundry Tray
Septic Connection
Water Heater
Drainfield, 4" Tile/Res.
Lavatory
Septic Tank
Water Heater New
Drains, Area
Meter Set (Gas)
Sewer Connection
Water Re -pipe
Drains, Floor
Minimum Fee
Shower
Water Service
Drains, French
Miscellaneous Equipment
Sink
Well, Supply
Page 3
PERMIT APPLICATION
INSTRUCTIONS: Please indicate the type of work being performed and quantity(ies) in the space provided below.
RECEIVED AND REVIEWED BY: DATE:
Page 4
OFFICE USE ONLY
CHECKLIST
❑ OWNER - BUILDER FORM
(Attach)
❑ FIRE DEPARTMENT
APPROVAL (Commercial /
multi - family)
❑ CONCURRENCY
(New Construction)
❑ OTHER
(Specify & Attach)
PERNII 1' FEES
$3.00 per page (Scanning Fee)
Miami Shores Village
Bond
Metropolitan Dade County (C.C.F.)
Inspector State Educational Fund $
State DCA (Radon)
Code Enforcement Fine
Zoning Review
Notary
❑ PROOF OF OWNERSHIP
(Attach)
❑ HRS / DERM APPROVAL
(Septic / Sewer)
❑ IMPACT FEE
(New Construction)
❑ OTHER
(Specify & Attach)
$ �d
$ , 6() (sq.ft. = x/1000
x ¢.60)
(¢.005 /sq.ft.)
(¢.01 /sq.ft.)
SECTION
Zoning
Electrical
Mechanical
Plumbing
Fire
Public Works
Structural
Building Official
BY
DATE
P - 2 2003
PERMIT APPLICATION
❑ CONDO ASSOCIATION APPROVAL
(Attach)
❑ BPR APPROVAL (Restaurants)
❑ CONTRACTOR REGISTRATION
(On File)
TOTAL $ 6 o 6 �
ISSUING OFFICIAL
REVIEWED AND PREPARED BY: DATE:
CONDITION OFAPPROV'AL
Revised July 2001
10050 N.E. 2ND AVE., MIAMI SHORES, FL • (305) 795 -2207 • FAX (305) 756 -8972 • http : / /www.miamishoresvillage.com