WS-15-1052Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795-2204 Fax: (305)756-8972
Inspection Number: INSP-233923
Scheduled Inspection Date: May 18, 2015
Inspector: Rodriguez, Jorge
Owner: LLC, CID 1050
Job Address: 1050 NE 91 Terrace
Miami Shores, FL
Project: <NONE>
Contractor: ADCO OVERHEAD GARAGE DOOR INC
rimming uepartment comments
REPLACE 16X7 GARAGE DOOR WITHIN NEW CODE
Permit Number: WS -5-15-1052
Permit Type: Windows/Shutters
Inspection Type: Final
Work Classification: Garage Door
Phone Number (305)586-6050
Parcel Number 1132050010340
INSPECTOR COMMENTS False
May 18, 2015 For Inspections please call: (305)762.4949 Page 10 of 28
Inspector Comments
Passed
Failed
Correction
Needed ❑
Re -Inspection
Fee
No Additional Inspections can be scheduled until
re -inspection fee is paid.
May 18, 2015 For Inspections please call: (305)762.4949 Page 10 of 28
�s>°as tt
Miami Shores Village
CCF
10050 N.E. 2nd Avenue NE
DBPR Fee
Miami Shores, FL 33138-0000
DCA Fee
Phone: (305)795-2204
Project Address Parcel Number Applicant
1050 NE 91 Terrace 1132050010340 CID 1050 LLC
Miami Shores, FL Block: Lot:
Owner Information Address Phone Cell
CID 1050 LLC 10 NW 2 Street (305)586-6050
MIAMI FL 33128-
10 NW 2 Street
MIAMI FL 33128-
Contractor(s) Phone Cell Phone
ADCO OVERHEAD GARAGE DOOR IN
e of Work: REPLACE 16X7 GARAGE DOOR WITHIN NEW
of Openings: 1
iitional Info:
Residential
3
Fees Due
Amount
CCF
$1.20
DBPR Fee
$2.00
DCA Fee
$2.00
Education Surcharge
$0.40
Permit Fee
$110.00
Scanning Fee
$9.00
Technology Fee
$1.60
Total:
$126.20
Valuation: $ 1,069.00
Total Sq Feet: 112
Pay Date Pay Type Amt Paid Amt Due
Invoice # WS -5-15.55415
05/04/2015 Credit Card $ 50.00 $ 76.20
05/13/2015 Credit Card $ 76.20 $ 0.00
Available Inspections:
Inspection Type:
Final
Review Building
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
accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are
required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work.
OWNERS AFFIDAVIT: I certify that all the foregoing information
construction and zoning. Futhermore, I authorize the above -nand
Authorized Signature:
and that all work will be done in compliance with all applicable laws regulating
13, 2015
Building Department Copy
May 13, 2015 1
Miami Shores Village
Building Department
90050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795.2204 Fax: (305) 756.8972
INSPECTION'S PHONE NUMBER: (305) 762.4949
BUILDING
PERMIT APPLICATION
Permit Type: BUILDING
MAY 0 4 2015
FBC 20 1®
Permit No. (J—), C�o 1�7-) -- D
Master Permit No.
ROOFING
JOB ADDRESS: 16 � OU -F, q I T Er? -
City. Miami Shores County: Miami Dade Zip: 13 1
Foho/Parcel#-.�,' tS--0 ®1—
Is the Building Historically Designated: Yes NO Flood Zone:
OWNER: Name (Fee Simple Titleholder): C 1 til 10 S U L- Phone#• 36,K- Z4 E3 3 4
Address: I h = tj if 'I) fiE sL
City: M) AM I S hOrz J State: F LZip: 3 3 13 e
Tenant/I.essee Name: Phone#:
Email: M?bm'VD -4S-tQi cnM l-1 i . C n m
6,\) er
CONTRACTOR: Company Name:
Address:
City: I \/ V
Qualifier Name:
State Certification Regi tion #-. Certificate of Com y #..,-6 i�
Contact Phon Address:
DESIGNER: Architect/Engineer. Phone#.
Value of Work for this Permit: $ � � � SgaarelLinear Footage of Work:
Type of Work: OAdditi DAlteration ONew// ORepair/Rep Memolition
Description of Work: �® 9L77 C�
Color thru dk:
Submittal Fee $ - C:a( Permit Fee $ • CJI CCF $ CO/CC $
Scanning Fee $ Radon Fee $ DBPR $ Bond $
Notary $ Training/Education Fee $ Technology Fee $
Double Fee $ Structural Review $
TOTAL FEE NOW DUE $ 2
go
Bonding Company's Name (if applicable)
Bonding Company's Address
City
State
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
City State
zip
Zip
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS,
WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC.....
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.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF
COMMENCEMENT 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."
Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building it is issued. In the absence o such posted notice, the
inspection will not be approved ynd a refection ee will be charged;
The fbrwing ins meat was aclm wledged beforwrie this��e fore oing instru nt was acknowl ged before me this
day of 20 ,by e day of ]=. 20 ,�,by �-tt
who is personally known to me or who has produced who is personally known to me oho has produced
As identification and who did take an oath. as identification and who did take an oath.
NOTARY PUBLIC: 'RCAA ti beLy C f -b NOTARY PUBLIC:
r- IL _0(a0 755-4b-'
Si "� � HUMBERTO FERNANDEZ
t FF 181641 Sign:
Print I EXPIRES: December 7, 2018 !" ANDRA GALANO
e �Pr1nt: sammA Florida
My Commission Expire . My Commission Exp' ' , v: -,
�' �; . ; My Comm. Expires Aug 15, 2016
Commission # EE 627190
APPROVED BY
Plans Examiner
Structural Review
(Revised 3/122012)(Revised 07/10/07)(Revised 06/1=009)(Revised 3/15/09)
Zoning
Clerk
Detail by Entity Name
Florida Limited LiabilitvCompany
CID 1050, L.L.C.
Filing Information
Document Number
FEI/EIN Number
Date Filed
Effective Date
State
Status
Princl2al Address
10 NW 2ND STREET
MIAMI, FL 33128
Mailing Address
10 NW 2ND STREET
MIAMI, FL 33128
L14000179795
NONE
11/20/2014
11/19/2014
FL
ACTIVE
Registered Agent Name & Address
STRACUZZI, H. LAWRENCE
18205 BISCAYNE BLVD
SUITE 2205
AVENTURA, FL 33160
Authorized Person(s) Detail
Name & Address
Title MGR
CID, BERANGELY
10 NW 2ND STREET
MIAMI, FL 33128
No Annual Reports Filed
11/20/2014 -- Florida Limited Liability View image in PDF format
Page 1 of 2
http://search. sunbiz. org/Inquiry/CorporationSearch/SearchResultDetail?inquirAype=Entity... 5/4/2015
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QRST CASE DESIGN PRESSURE CHART
RETROFIT GARAGE DOOR - COMMERCIAL SIZES
17S MPH$ ]EXPOSURE 201 0FLORIDA BUILDING CODE. ���� � 0�
DADE CO., FLORIDA
CIE ---
THE CHARTS BELOW ARE DETERMINED FOR THE WORST CASE SCENERIO BASED ON
THE FOLLOWING ASSUMPTIONS: J �, /��� PRODUCTS 1) THE ENTIRE GARAGE DOOR OPENING IS ASSUMED TO BE IN THE END ZONE (ZONE 5) [u
ACCORDING TO ASCE7 CALCULATION METHODS. A Gr7 Con10y
2) BASED ON ENCLOSED BUILDING, ANY ROOF SLOPE.
3) ULTIMATE WIND SPEED CONVERTED TO DESIGN WIND SPEED PER TABLE 1609.3.1. NO OTHER LOAD FACTORS OR REDUCTIONS ARE
ALLOWED.
NOTE 1: SPECIFIC, INDIVIDUAL GARAGE DOOR OPENINGS WILL MOST LIKELY NOT REQUIRE THE OPENING TO BE COMPLETELY IN
ZONE 5 BY CALCULATION. THEREFORE INDIVIDUAL CALCULATIONS WILL MOST LIKELY RESULT IN LOWER NEGATIVE DESIGN
PRESSURES THAN SHOWN ON THESE CHARTS.
NOTE 2: DOORS LARGER THAN THOSE LISTED MAY USE THE DESIGN PRESSURE FOR THE NEXT SMALLEST DOOR BECAUSE DESIGN
PRESSURE DECREASES AS OPENING SIZE INCREASES. FOR EXAMPLE, A 16'x10' OPENING CAN BE ASSUMED TO HAVE THE SAME
DESIGN PRESSURE AS A 16'x8' OPENING BECAUSE ACTUAL CALCULATIONS WILL SHOW THE 16'x10' TO HAVE A LOWER DESIGN
WORST CASE DESIGN PRESSURES (PSF)
WORST CASE DESIGN PRESSURES (PSF)
MEAN ROOF HEIGHT
MEAN ROOF HEIGHT
22'
23'
UP TO 15'
16'
17'
18'
19'
20'
21'
+39.4, -49.4
8'x7'
+35.6, -44.7
+36.0 -45.2
+36.4, -45.7
+36.8, -46.3
+37.3, -46.8
+37.7 -47.3
+38.0, -47.7
N
8'x8'
+35.2, -44.0
+35.7 -44.5
+36.1, -45.0
+36.5, -45.5
+36.9, -46.1
+37.3, -46.6
+37.6 -47.0
65
9'x7'
+35.3 -44.1
+35.7, -44.6
+36.1 -45.1
+36.51-45.6
+36.9, -46.1
+37.4, -46.7
+37.7, -47.1
C9
z
9'x8'
16'x7'
+34.9, -43._4
+33.8 -4111
+35.3 -43.9
+34.2 -41.6
+35.8, -44.4
+34.6; -42.0
+36.2, -44.9
+35.0, -42.5
+36.6 -45.4
+35.4, -43.0
+37.0, -45.9
+35.8, -43.5
+37.3, -46.3
+36.1, -43.9
w
16'x8'
+33.4 -40.4
+33.8 -40.9
+34.2 -41.3
+34.6 -41.8
+35.0, -42.3
+35.4 -42.8
+35.7,--43.1
O
18'x7'
+33.5, -40.5
+33.9 -40.9
+34.3, -41.4
+34.7, -41.9
+35.0, -42.4
+35.4, -42.8
+35.8,-43.2
18'x8'
+33.1, -39.8
+33.5, -40.2
+33.9, -40.7
+34.3, -41.2
+34.7, -41.6
+35.1, -42.1
+35.4, -42.5
WORST CASE DESIGN PRESSURES (PSF)
THIS CALCULATION SHEET IS ONLY VALID
FOR THE FOLLOWING'1®®S ;CCOPAY,
IDEAL, AND HOLMES. !:; •-
Scott Hamilton, P.E. • ••• •
8585 DUKE BLVD. •
MASON, OHIO 45040 :•
(513) 770-4800 ••• °
FLORIDA P.E. No. 63286
!1y w !A
No 63286
4 � i
STA'T'E OF a"JZ
•IL�'�l�lQ�a�lyu�4 y'S
sig atureif 5/17/2012
File: DADE CO WORST CASE 2010 R01 [R ° b4rrj
• • • • • • • • • •
• •• •• • • • •• ••
MEAN ROOF HEIGHT
22'
23'
24'
25'
8'X7'
+38.3, -48.2
+38.7, -48.6
+39.0, -49.0
+39.4, -49.4
w
N
8'x8'
+38.0, -47.4
+38.3, -47.8
+38.6, -48.2
+39.0,-486
cn
9'x7'
116'x7'
+38.01; -47.5
+38.3, -47.9
+38.7, -48.3
+39.0, -48.7
0
9'x8'
+37.6, -46.7
+38.0, -47.2
+38.3, -47.6
+38.6, -48.0
+36.4, -44.3
+36.7, -44.6
+37.0, -45.0
+37.4, -45.4
W16'x
+36.0, -43.5
+36.3, -43.9
+36.7, -44.3
+37.0, -44.7
O118'xd
18'x
+36.1, -43.6
+36.4, -44.0
+36.7, -44.4
+37.0, -44.7
+35.7, -42.9,436.0,
-43.2
+36.3, -43.6
+36.6, -44.0
THIS CALCULATION SHEET IS ONLY VALID
FOR THE FOLLOWING'1®®S ;CCOPAY,
IDEAL, AND HOLMES. !:; •-
Scott Hamilton, P.E. • ••• •
8585 DUKE BLVD. •
MASON, OHIO 45040 :•
(513) 770-4800 ••• °
FLORIDA P.E. No. 63286
!1y w !A
No 63286
4 � i
STA'T'E OF a"JZ
•IL�'�l�lQ�a�lyu�4 y'S
sig atureif 5/17/2012
File: DADE CO WORST CASE 2010 R01 [R ° b4rrj
• • • • • • • • • •
• •• •• • • • •• ••
MIAMI•DDADEMo 11811
MIAMI -DARE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidsde.gov/economy
Clopay Building Products Company
8585 Duke Boulevard
Mason, OH 45040
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The
documentation submitted has been reviewed and accepted by Miami -Dade County RER-Product Control Section to be
used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In
Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or
material 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. RER reserves the right to revoke this acceptance, if it is determined by
Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the
applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building Code,
includingthe High Velocity Hurricane Zone.
DESCRIPTION: 2" Steel Pan W6 Sectional Garage Door up to 16'-2" Wide w/ Optional
Impact Resistant Liles (DP +38, 42 PSI)
APPROVAL DOCUMENT: Drawing No. 104753, titled "W6 DP 38 2" Steel Pan Doors", sheets 1
through 3 of 3, dated 11/20/2012, prepared by Clopay Building Products Company, signed and sealed by
Scott Hamilton, 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 Section.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
LABELING: A permanent label with the manufacturer's name or logo, Troy, OH, model number, the positive
and negative design pressure rating, indicate impact rated if applicable, installation instruction drawing
reference number, approval number (NOA), the applicable test standards, and the statement reading `Miami -
Dade County Product Control Approved' is to be located on the door's side track, bottom angle, or inner
surface of a panel.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in
the 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 the
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.
ADVERTISEMENT: The NOA 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 NOA is displayed, then it shall be done
in its entirety. • • • • • • • •
. .........
INSPECTION: A copy of th6entira:gQXshall�;Av9jded io the user by the manufacturer or its distributors and shall
be available for inspection at the job site at;he reque*A;ftke Building Official.
This NOA consists of this page I and evidence page E-1, as well as approval document mentioned above.
The submitted documentation was reviewed by Carlos 1K. Utrem, P.E.
.. . . .. ....
. . ..... . . .
.. . ... .. ... .
• • • NOA No 12-1204.11
MIAMI APPROVED
I • • • • • p February . • • , � Expiration Date: Februa 14 2018
• • • •02� l�d 1 Approval Date: February 14, 2013
• 1 •
Pagel
. . . . . . . . . .
. .. .. . . . .. ..
... . . . ... . .
4L
Clouav Mdina Products Comnanv
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. 104753, titled "W6 DP 38 2" Steel Pan Doors", sheets 1 through 3 of 3,
dated 11/20/2012, prepared by Clopay Building Products Company, signed and sealed
by Scott Hamilton, P.E.
B. TESTS
1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94.
2) Large Missile Impact Test per FBC, TAS 201-94
3) Cyclic Wind Pressure Loading per FBC, TAS 203-94
4) Forced Entry Test, per FBC 24113.2. 1, TAS 202-94
5) Tensile Test per ASTM E8
along with marked -up drawings and installation diagram of 18'2"x 81, 27ga steel
garage door Model 4300W8 with windows, prepared by American Test Lab, Inc., Test
Report No. ATLNC 1015.01-12, dated. l 1/13/2012, signed and sealed by David W.
Johnson, P.E.
2. Test report on Salt Spray per ASTM B 117 of painted G40 galvanized coated panels,
Prepared by Stork Materials Technology, Test Report No. 30160-04-63365, dated
01/26/2005, signed by John D. Lee, P.E.
C. CALCULATIONS
1. Jamb anchor calculations prepared by Clopay Building Products Company, dated
11/19/2012, signed and sealed by Scott Hamilton, P.E.
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER)
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 08-0305-02 issued to SABIC Innovative Plastics for their
Lexan Sheet Products, approved on 04/24/2008, expiring on 07/17/2013.
F. STATEMENTS
1. Statement letters of code conformance to 2010 FBC and no financial interest, issued
by Clopay Building Products Company, dated 11/21/2012, signed and sealed by Scott
Hamilton, P.E.
.. ... . . . . . ..
. . ..
. . . . . . . .
.. ... .. . ....
. . . . . . . . . .
. . ... . . . . .
..
. . . . . . . . .. . .
..
... . . . ... .
... . . . . ... . Eel
. . . . . . . . . .
. .. .. . . . .. ..
... . . . ... . 0
o � yp13
Carlos M. Utrera, P.E.
Product Control Examiner
NOA No 12-1204.11
Expiration Date: February 14, 2018
Approval Date: February 14, 2013
Pi
C
71
4 1 15
MODELS
24 GA SHORT 1 24 GA FLUSH
ONE INTERMEDIATE STILE BETWEEN EACH
EMBOSS LOCATION. ATTACHED W/
TOC -L -LOC (TOP & BTM) AND
URETHANE ADHESIVE (ALONG CENTER).
CLOPAY 84A, 94 98
HOLMES 48, 48B --
IDEAL 4RST 4F
A OF 4
I..-
N�s
,i..
S fO
2
SHEET,
1 OF 3 REV. NO.
00
OPTIONAL ROW OF IMPACT -RESISTANT GLAZING.
MAX. GLAZING SIZE IS 18-1/2' x 11'.
GLAZING IS INJECTION MOLDED GE LEXAN
SLX2432T, AN APPROVED CC2 PLASTIC IN
ACCORDANCE WITH IBC/FBC 2606.
SEE SECTION B -B FOR ASSEMBLY DETAILS.
(GLAZING SHOWN IN INTERMEDIATE SECTION.)
VIEW "B' (SEE SHEET TWO).
VIEW 'C' (SEE SHEET TWO).
-16 GA END STILES ATTACHED TO
DOOR SKIN WITH PATENTED
TOG -L -LOC SYSTEM (TOP, BOTTOM &
CENTER). ATTACHED TO TOP AND
BOTTOM RAIL WITH PATENTED
TOG -L -LOC SYSTEM.
-TWO POINT LOCKING
INTO TRACK.
REVISIONS
'12 - I SH I REVISED FOR M -D.
IMPACT—RESISTANT CONSTRUCTION:
SOLID DOORS (NO GLAZING) OR DOORS WITH OPTIONAL IMPACT -RESISTANT GLAZING ARE
IMPACT -RESISTANT. OPTIONAL INJECTION -MOLDED POLYCARBONATE FRONT FRAME AND D
GLAZING IS GE LEXAN SLX2432T, AN APPROVED CC2 PLASTIC IN ACCORDANCE WITH
IBC/FBC 2606.
THE ENITRE DOOR ASSEMBLY INSTALLED IN COMPLIANCE WITH THIS SECTION MEETS THE
WIND LOAD REQUIREMENTS OF THE FLORIDA BUILDING CODE AND INTERNATIONAL BUILDING
CODE AND IS LARGE- AND SMALL -MISSILE IMPACT RESISTANT.
crrnnu
C
L_ --A \- OPTIONAL OUTSIDE KEYED LOCK POSITION (2) L HR BOTTOMTOP BRCKK TS USED AS 1
AAX. DOOR WIDTH - 16'-2" (1) 3 -IN ROLLER CARRIER (P/N
INSIDE ELEVATIONS 0120394) USED WITH 3' TRACK. SNAP LATCH ENGAGES
OF OPTIONAL VENTS. TOTAL VENT OPENINGS: 60 IN' PER VEHICLE. ONTO VERTICAL TRACK. END
SECTION 6-6 (IMPACT—RESISTANT GLAZING OPTION)
DETAIL 'D'
IMPACT RESISTANT 1
ONE-PIECE INJECTION
MOLDED GE LEXAN
SLX2432T FRONT
FRAME & GLAZING.
MULTIPURPOSE HIGH POND TAPE
(BETWEEN FRAME AND FACADE).
-DECORATIVE FROM FACADE.
STRUCTURAL SILICONE SEALANT
(BETWEEN STEEL SKIN AND FRAME).
POLYSTYRENE RETAINER FASTENED TO FRAME WITH
(10) ®B x 3/4' PAN HEAD MACHINE SCREWS.
3
ONE SNAP LATCH ON e • • s '`TI�•
SLIDE BOLT LOCK EACH SIDE OF DOOR. e •
ENGAGES INTO e • • • • 000040
SIDE. VERTICAL TRACK. •• JrSIDE • B
ONE LOCK ON HANDLE. C��
EACH SIDE OF OUTSIDE • e • • • • • • ENGAC e
DOOR, KEYED END •
HAND STILE. • • • • • e T� •
INSIDE SLIDE BOLT INSIDE HANDL] • • • • • • • • • OF MOOR. •
LOCK OPTION. OUTSIDE KEYED LOCK WITH e • e • OUTSIDE ?c�K WITH • • • •
SNAP LATCH LOCK OPTION. LOCK BAR LOCKING. • •
000000 fee• 0000
• • •
Some 0000 0000 •
0000•• • •
0000••
:wt0��eESIGN LOADS: +38.0 P.S.F. & - .0 P.S.F. • • e77 •0- 485] ART NO.: /
� ten RartA
TOLERANCES uQay iris"*
'..n.&•.r - DP•3 •
•8
h wA cfiwa .0 *.031 6arq • •
- *•015 . DESCRIPTION: 2' STEEL PAN DOORS (SEE TABLE FOR MODELS)
By .000 o *.DO
DRAWN BY. SH DATE: 1 t/19/t SCALE: NTS I DWG. R
0°9— ' * t/r CHECKED BY. SH DATE: 1 t/20/t SHEET t OF 3 S12E B
UAI.e Staled anm.ree
omaNsONs ARE IN moimi DWG. NO.: 104753 1 VER: MD
2
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C
L_ --A \- OPTIONAL OUTSIDE KEYED LOCK POSITION (2) L HR BOTTOMTOP BRCKK TS USED AS 1
AAX. DOOR WIDTH - 16'-2" (1) 3 -IN ROLLER CARRIER (P/N
INSIDE ELEVATIONS 0120394) USED WITH 3' TRACK. SNAP LATCH ENGAGES
OF OPTIONAL VENTS. TOTAL VENT OPENINGS: 60 IN' PER VEHICLE. ONTO VERTICAL TRACK. END
SECTION 6-6 (IMPACT—RESISTANT GLAZING OPTION)
DETAIL 'D'
IMPACT RESISTANT 1
ONE-PIECE INJECTION
MOLDED GE LEXAN
SLX2432T FRONT
FRAME & GLAZING.
MULTIPURPOSE HIGH POND TAPE
(BETWEEN FRAME AND FACADE).
-DECORATIVE FROM FACADE.
STRUCTURAL SILICONE SEALANT
(BETWEEN STEEL SKIN AND FRAME).
POLYSTYRENE RETAINER FASTENED TO FRAME WITH
(10) ®B x 3/4' PAN HEAD MACHINE SCREWS.
3
ONE SNAP LATCH ON e • • s '`TI�•
SLIDE BOLT LOCK EACH SIDE OF DOOR. e •
ENGAGES INTO e • • • • 000040
SIDE. VERTICAL TRACK. •• JrSIDE • B
ONE LOCK ON HANDLE. C��
EACH SIDE OF OUTSIDE • e • • • • • • ENGAC e
DOOR, KEYED END •
HAND STILE. • • • • • e T� •
INSIDE SLIDE BOLT INSIDE HANDL] • • • • • • • • • OF MOOR. •
LOCK OPTION. OUTSIDE KEYED LOCK WITH e • e • OUTSIDE ?c�K WITH • • • •
SNAP LATCH LOCK OPTION. LOCK BAR LOCKING. • •
000000 fee• 0000
• • •
Some 0000 0000 •
0000•• • •
0000••
:wt0��eESIGN LOADS: +38.0 P.S.F. & - .0 P.S.F. • • e77 •0- 485] ART NO.: /
� ten RartA
TOLERANCES uQay iris"*
'..n.&•.r - DP•3 •
•8
h wA cfiwa .0 *.031 6arq • •
- *•015 . DESCRIPTION: 2' STEEL PAN DOORS (SEE TABLE FOR MODELS)
By .000 o *.DO
DRAWN BY. SH DATE: 1 t/19/t SCALE: NTS I DWG. R
0°9— ' * t/r CHECKED BY. SH DATE: 1 t/20/t SHEET t OF 3 S12E B
UAI.e Staled anm.ree
omaNsONs ARE IN moimi DWG. NO.: 104753 1 VER: MD
2
IN
C
'+ 2
MODELS 24 GA SHORT 24 GA FLUSH SHEET-
CLOPAY 84A, 94 98 2 OF 3 REV. N0. ZONE: DATE:
HOLMES 48, 48B
IDEAL 4RST 4F
HORI SAL LTDP) JAMB
JAMB TO SUPPORTING STRUCTURE ATTACHMENT
CIO 8 85851000 0e80v01L
T-"— 18-3-� USAp
8- Ihod:Xis Caapaq I= No. s13-770-4853
(NO FRbM DOO
NOTES:
24 GA (0.022• MIN. THICK,_
.00 ±.015
.000 :k.005
0000 *.001/
Degrees = 31/2'
I. ALL THE LOAD FROM THE DOOR IS TRANSFERRED TO THE TRACK AND THEN FROM THE TRACK TO
33.4 KSI MIN. YIELD) DDS
BY: SH
THE 2x6 VERTICAL SYP (GRADE e2 OR BETTER) JAMBS. NO LOAD FROM THE DOOR IN
TRANSFERRED TO THE HORIZONTAL (TOP) JAMB.
STEEL EXTERIOR SKIN WITH
• • ••••
2. EACH VERTICAL JAMB SEES A MAXIMUM DESIGN LOAD OF +304 LB & -336 L8. PER LINEAR
G-40 GALVANIZING, BAKED -ON
FOOT OF JAMB.
PRIMER AND A BAKED -ON
FASTENER
ALL JAMB FASTENERS MAY BE (BUT ARE NOT REWIRED TO BE) COUNTERSUNK TO PROVIDE A
POLYESTER PAINTED TOP COAT
TYPE
FLUSH
FLUSH MOUNTING SURFACE.
4. A 1/3 STRESS INCREASE FOR WIND LOAD WAS MOI USED IN THE CALCULATION OF ALLOWABLE
APPLIED TO BOTH SIDES OF
STEEL SKIN.
LOADS FOR ANCHORS AND FASTENERS FOR STEEL, CONCRETE AND MASONRY.
w • •
WOOD FRAME BUILDINGS
STUD WALLS OF DOOR OPENING SHALL BE FRAMED SOLID BY NOT LESS THAN (3) 2x6 PRESSURE
•••••• •• •
MAX. O.C.
TREATED SYP (GRADE 92 OR BETTER) WOOD STUDS OF A STRESS GRADE NOT LESS THAN 1200 P9
•
NOMINAL EXTREME FIBER STRESS IN BOOING (Fb) FOR DOORS UP To 8'0" HIGH OR (4) 2x6
PRESSURE TREATED SYP (GRADE #2 OR BETTER) WOOD STUDS OF A STRESS GRADE NOT LESS THAN
SHIP LAP
1200 PSI NOMINAL EXTREME FIBER STRESS IN BENDING (Fb) FOR DOORS UP To 16.0" HIGH. STUD
000060
WALLS TO BE CONTINUOUS FROM FOOTING TO TIE BEAMS.
JOINTS \
2x6 VERTICAL JAMB
BLOCK WALL OR CgN��RgJE
2x6 SYP (GRADE 2 OR BETTER) WOOD JAMB SHALL BE ANCHORED TO GROUT REINFORCED BLOCK
WALL OR CONCRETE COLUMN. BLOCK WALL CELS SHALL BE FILED WITH CONCRETE AND
4•—
•
REINFORCED WITH REINFORCING BARS EXTENDING INTO THE FOOTING AND INTO RE BEAMS. ALL BARS
SHALL BE CONTINUOUS FROM THE RE BAMS TO FOOTING PER BLOCK WALL OR CONCRETE COLUMN.
T -
BLOCK WALLS AND CONCRETE COLUMNS TO BE DESIGNED BY THE BUILDING ENGINEER OR ARCHITECT
••••
•
OF RECORD AND IN ACCORDANCE WITH THE FLORIDA BUILDING CODE.
4-1/4"
• • •
LVIEW
2x6 JAMB TO SUPPORTING
STRUCTURE ATTACHMENT
0000
(NOT To BE USED FOR ATTACHMENT OF TRACK ANGLE TO 2x6 VERTICAL JAMBS OR SUPPORTING STRUCTURE)
4" TALL TAPER STRUT.
M"Mum
0.057" MIN. GALV. STEEL,
••o•
ON -CENTER
50 KSI. MIN.
' FIRST (BOTTOM) ANCHOR STARTING AT NO MORE THAN HALF OF THE MAXIMUM ON -CENTER DISTANCE HIGHEST ANCHOR INSTALLED
AT LEAST AS HIGH AS THE DOOR OPENING.
CLOPAY DOES NOT SUPPLY JAMB ATTACHMENT FASTENERS.
MINIMUM DISTANCE BETWEEN CENTER OF ANCHOR AND EDGE OF CONCRETE BLOCK: 2-1/2-, EXCLUDING STUCCO THICKNESS.
,,�44 7FMMM,
*�No 63286
STATE OF
4 0 R t P C?N�,•
DESIGN ENGINEER:
SCOTT HAMILTON, P.E.
FLORIDA LICENSE No. 637R6
4
®14X5/8" SHEET METAL SCREWS
0
AJyp_Tot•A�oe•I�lyfllo WDL SIE 0
FOeee
in 1/4"x3/4" SELF
TAPPING SCREWS.
By 14 GA. END HINGES t8 G& (MIND INTERMEDIATE HINGE
�W "B VIEW "C'
3
1
REVISIONS
): DESCRIPTION
REVISED FOR M -D.
2" THICK
D
(2) 12 GA. GALV. STEEL TOP ROLLER
BRACKETS (2-1/2" It 5-3/8'). 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 MIN. GALV. ROLLER HINGE. EACH C`
HINGE FASTENED TO ENO 51TLES W/(4)
014x5/8" SHEET METAL AND (2)
1/4"x3/4• SELF TAPPING SCREWS. SEE
VIEW "B".
ONE 4" T -STRUT PER SECTION. (SEE VIEW
"D) EACH T -STRUT ATTACHED AT EACH
-HINGE LOCATIONNTH(2) 1/4•x3/4" SELF
TAPPING SCREWS.
Unless SlaleM OtXa,nfw
TOLERANCES we
.0 - t.031
CIO 8 85851000 0e80v01L
T-"— 18-3-� USAp
8- Ihod:Xis Caapaq I= No. s13-770-4853
• fift:OAD RATIRG
o{�
W t • D P 3 8-
•�
.00 ±.015
.000 :k.005
0000 *.001/
Degrees = 31/2'
DESCRIPTION: 2" STEEL PAN DOORS (SEE TABLE FOR MODELS)
BY: SH
DATE: 11 19 1 SCALE: NTS
/
DWG. D
• • ••••
••••••
SIZE D
tlierwim
OOIMsIM omoNNs �ININ S.
DWG. NO.: 104753 VER: MD
2 11
w • •
•••••• •• •
••••
•
•
92 GA MIN. GALV. STEEL BOTTOM BRACKET
000060
ATTACHED WRIF• (EO #14x5/8" WNW 1AETAL
•
•
SCREWS. • • • •
ALUMINUM EXTRUSION & VINYL WEATHERSTRIP.
•
•
SECTION A—A_(SIDE MEWL • • • s • s • • •
*see
•o •• ••••
••••
•
• • •
0000
a
••••••
+380 PSF A, -420 PSF o •• ART NO.: N/A
••o•
Unless SlaleM OtXa,nfw
TOLERANCES we
.0 - t.031
CIO 8 85851000 0e80v01L
T-"— 18-3-� USAp
8- Ihod:Xis Caapaq I= No. s13-770-4853
• fift:OAD RATIRG
o{�
W t • D P 3 8-
•�
.00 ±.015
.000 :k.005
0000 *.001/
Degrees = 31/2'
DESCRIPTION: 2" STEEL PAN DOORS (SEE TABLE FOR MODELS)
BY: SH
DATE: 11 19 1 SCALE: NTS
/
DWG. D
CHECKED BY: SH
DATE: 11/20/1 SHEET 2 OF 3
SIZE D
tlierwim
OOIMsIM omoNNs �ININ S.
DWG. NO.: 104753 VER: MD
2 11
4 311ir z 1 1
MODELS 24 GA SHORT 24 GA FLUSH SHEET, REVISIONS
CL AY 84A, 94 98 3 OF 3 REV. NO. ZONE: DATE: ECN NO. APPVD: DESCRIPTION
00 111/19/121 SH REVISED FOR M-D.
HOLMES 48, 488 --
IDEAL 4RST 4F
2" TRACK CONFIGURATION NOIL, TRACK WSW ABOVE THE HORIZONTAL TRACK D
D DOORS UP TO800 LBS. DOOR OPENING DOES NOT AFFECT THE SUPPORT BY DOOR
RE WIND LOAD RATING OF THIS DOOR. INSTALLER (TO SUIT).
DOOR COUNTERBALANCE SYSTEM JAMB CONFIGURATION
DOOR DOORS UP TO 800 LBS
HEIGHT "L^ 1' DOOR OVERLAP (EACH SIDE)
13 CA GALV. STEEL FLAG BRACKET ATTACHED TO = r STOP MWLDWG BY DOOR INSTALLER (TO SUIT).
JAMB WITH (3) 5/16' X 1-5/8• LAG SCREWS 7'- I 18 GA. GN.v. STEEL END STILE.
AND TO TRACK WITH (2) 1/4' RIVETS. 2x8 SYP WOOD JAMB. SEE 18 C0. GALY. STEEL DOUBLE END STILE.
- "JAMB PREPARATION NOTE*.
20 GA MIN. GALV. STEEL OVTERM. STILE.
AS ROD: SPACING NTE 14' O.C. HI G0. GALE. STEEL INTER.
_ 2-1/2• X 12 GA GALV. STEEL / HINGE FASTENED TO CENTER
_ TRACK BRACKETS FASTENED TO J STILE W/(4) EACH #14.5/8-
3-63' 2' GALV. STEEL TRACK. D WOOD JAMBS WITH S/6" X 1-8/8' SHEET METAL SCREWS.
°CEE
TRACK THICKNESS: 0.083'. 1 t _6 '-CENSTER TTO EXCEED 14'
MIN. OF (9) LAC
7/18' I.D. ROUND
SO• SCREWS REGUIRED PER JAMB. PUSH NUT
2' GALV. STEEL TRAGIC FASTENED TO FASTENER.
x 3B• 12 GA DALY STEEL TRACK BRACKETS 14 GA GALV. STEEL ROLLER HONGES FASTENED TO END STILES W/(4) EACH 0I45/8'
C 7YP. 2-1/2' X 12 CA GALV. 1 -
STEEL TRACK BRACKETS. 13'- WITH EITHER (2) 1/4. OA RIVETS OR SHEET METAL SCREWS AND (2) 1/4" SELF TAPPING SCREWS PER END HINGE.
ATTACHED TO JAMB BRACKETS,
(1) 14 - (1) 1/4• X 9/8' BOLT & NUT PER
g 24'
ATTACHED
X 1-s/8• IAO SCREW PER - TRACK BRACKET. 2• DIA 7-1/2• LONG STEM, 10 BALL STEEL ROLLER WITH STEEL OR NYLON TW-
TRAGIC BRACKET. -
-e
10' 1 - SECTION C-C
3-1/2' LHR BRACKET (2-1/2• x 9-3/4' x 12GA)
PREPARATION OF JAMS 8Y OTHERS. ATTACHED WITH (z) 1/4• x 3/4• SELF TAPP=
SCREWS. NOTE THAT LHR BRACKETS ARE ALSO.
USED WITH 'DOUBLE END STILE" AS SHOWN IN
ZONE 8-3 SHEET 1.
3" TRACK CONFIGURATION DOOR TRACK CONFIGURATIONDIESA a80YE THE
DOOR OPENING DOES NOT AFFECT THE JAMB CONFIGURATION DOUBLE TRACK
DOORS 800 LBS AND OVER, WIND LOAD RATING OF THIS DOOR. D�$a 800 LBS AND OVER. LOW INEAOROOM OPTION
CENTER HANG REWIRED FOR (AVAIL FOR BOTH 2' AND 3• TRACK)
DOORS OVER 8' HIGH.
DOUBLE HORIZONTAL • • • •
1' DOOR OVERLAP (EACH SIDE) TRAICK.
A�ipxOg/p•xC°Ca IY{M�IAo STOP MWLDING BY DOOR INSTALLER tI0 Me. • • • • • • • • •
B Date OZ /�r4�3 3' CALV. TAPERED STEEL TRACK AND ANGLE. TRACK 'JAMB PREPARATION NOTE2.6 SYP WOOD JAMB. ". 18 cA GALV. STEEL END SOLE. • • • • • • • B
/( THICKNESS: 0.101'. ANGLE THICKNESS: 0.080'. HORIZONTAL TRACK 1B CJL CAIN. STEEL DOUBLE END TERM.
MIN. ANGLE DIMENSIONS 3-1/4" x 2-7/8". SUPPORT BY DOOR 20 GA. MIN. CALK STEEL *IN�TERN. STILE. • • • •
INSTALLER (TO SUIT). • • 7 • • 00000
VERTICAL/HORRONTAL TRACK 14' MNOYUM SPACING 18 GA Gal . LINTER.
By JUNCTION. TWO 1/4' BOLTS FROM VST MOUNTING 3-1/4' x 2-7/8" MIN. x 0.080' TAPERED HINGE F I�CENTER •
ANGLE. SEE LAG BOLT MOUNTING BELOW. STILE W 4 p 4x9/8' 40400
& NUTS FOR EACH TRACK. SLOT TO TRACK JUNCTION 7/16•
7/16 N.. SHEET YET . 0000 •
PUSHADDITIONAL MOUNTING SLOTS FASTENER. • • • •
0000 0000 0000•
SPACED AT 12' CENTERS. 0.101' THIOL 3' GALV. STEEL TRACK FASTENED 14 GA. GALV. STEEL ,1 �.' AGES FASTENED •
i I! 0000 •0000
.
HA 12" ° �1z• ON CENTER TAPEREDANGLEAN1/4'T'NGOSLT �ro&, AND (z) 1/4^ SELF raPPwc SCREWS PF1! ENo4uacE.
TAPERED ANGLE. TRACK ATTACKED •
ENSF.,.ti��'� W •• •• 0000 0000:
u 48' 3• DEA 8-1/z' LONG STEM BALI. BE"V#qfj10qpLLEP • •
• • • •
No 63288 � x sEcrloN C-
NE.
c • • • • • • • s •
* 34'
MOUNTINGSLOTBOLT AND LOCATION. NUT AT EACH PREPARATION OF JAMBS 8Y OTHERS • 0 • • • • • • •
A IGN L • +M.0 P S.F & -42.0 P.S.F ART NO.: N/A_ •
9 STATE OF . �� DOOR VERTICAL
ltnkxx Stated wer.Ieo _ C'Qj1a� 898T+wH leU k • •A•NIw.a1D RARRNG e
HEIGHT TRACK LENGTH TOLERANCES mem Td. 6b. gu-770-4800 I}y-�•
BIwq
s ONA1.��� ,,, lo• 1 - 1 ois'TaNces as TriE/ lLrs SCREW
SPACEDI.E.P.
3i%z : ,o SAME .00 . zz'. x•. i.°00's Fla F 9134770-+8s3 D P 3 8
DESCRIPTION: 2' STEEL DAPI DOORS (SEE TABLE FOR MODELS)
,1 ii _ 12 - 13 48•. ETC.). ADDITIONAL LAG SCREWS LOCATED AT 167. 28. & 0000 1.001 DRAWN BY: SH GATE: 11 /19/1 SCALE: NES DWG.
DESIGN ENGINEERI 3-1/2 14-0 198 40" FROM BOTTOM. TWO IAC SCREWS ALSO LOCATED ABOVE D09— *1/T CHECKED BY: SH DATE: 11/20/1 SHEET 3 OF 3 SIZE
SCOTT HAMILTON, P.E. 1 -O VERTICAL/HORIZONTAL TRACK JUNCTION. U"IObI SWI M DWG. NO.: 104793 VER: MD
RI I E No. 63288
4 » 2.. ,z 3 2