RC-06-2098Issue Date: 8/14/2006
Owner's Name: CHRISTINA CABALLERO
Permit Type: Residential Construction
Work Classification: Garage Door
Job Address: 1055 105 Street NE
Contractor(s) Phone
B A GARAGE DOORS COMPANY (305)553 -2824 Yes
Primary Contractor
Additional Information
Miami Shores Village, FL
Comments:
REPLACEMENT OF A 16' X 18' GARAGE DOOR
Type of Construction: Occupancy:
Stories: Exterior:
Front Setback: Rear Setback:
Left Setback: Right Setback:
Bedrooms: Bathrooms:
Plans Submitted: Certificate Status:
Certificate Date: Additional Info:
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 is accurate and that
all work will be done in compliance with all applicable laws regulating construction
and zoning. Futhermore, I authorize the above -named contractor to do the work
stated.
Fees Due Amount
CCF $0.60
Education Surcharge $0.20
Permit Fee - Additions /Alterations $110.00
Scanning Fee $3.00
Technology Fee $2.75
Total: $116.55
Building Department File Copy
6tairlaa 3ery k,c12 s
Applicant Signature
Miami Shores Village
10050 N.E. 2nd Avenue
Miami Shores, FL 33138 -0000
Phone: (305)795 -2204 Fax: (305)756 -8972
Permit
Expires: 02/10/2007
Invoice Number
RC - 8 - 06 - 25895
Total:
Parcel #:
Block:
Section:
c K 203%
AUG 15 PAID
Permit Status: APPROVED
Permit Number: RC -8 -06 -2098
Phone:
1122320280810
Lot:
PB:
Total Square Feet: 0
Total Valuation: $ 900.00
Re • uired Ins • ections
Final
Amt Due
$116.55
Amt Paid
1
NOTICE: In addition to the requirements of this permit, there may be
additional restrictions applicable to this property that may be found in the
public records of this county.
AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER
GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT
DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES.
Date
Tuesday, August 15, 2006
08/15/2006 Check
Receipt
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000
Phone: (305)795 -2204 Fax: (305)756 -8972
Permit Number: RC -8 -06 -2098
Invoice Number: RC -8 -06 -25895
Applicant: CHRISTINA CABALLERO
Company Name:
Owner Address:
1055 N. E. 105 ST.
Job Address:
1055 105 Street NE
Miami Shores Village, FL
Payment Type Check Number
2038
Amount
$116.55
Change
$0.00
Total Payment: $116.55
Page 1 of 1
+nn s lI b I W W /D(
0 t
BUILDING
PERMIT APPLICATION
FBC 2004
Tenant/Lessee Name
Miami Shores Villagelmclomm
Building
lding Department AUG ��� 8 Zoos .
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795.2204 Fax: (305) 756.8972 B Y:
Permit Nog. C... 8
Master Permit No.
Job Address (where the work is being done) 1055 G�. (OS 31
Permit Type (circlgq Buildin Electrical Plumbing Mechanical Roofing
Owner's Name (Fee Simple Titleholder) CO tV I OS A- rr ( 'f , f Ci Phone # (x) /i � -� 1 3
Owner's J Addrress . . I ®S 5'�
City � \ l.A 1 S (l td t= , ( Zip
Phone #
City Miami Shores Village
FOLIO / PARCEL #
Is Building Historically Designated YES NO
ContractoeViddress
City
Qualifier Name
Contractor's Company Name
State Zip 3 15s •
V cl C _ L S Phone # j?O) ,A GQi
State Certificate or Registration No. Certificate of Competency No.114 - )S D0
Architect/Engineer's Name (if applicable)
Value of Work For this Permit $ t eTh OTO
Type of Work: ['Addition []Alteration
Describe Work:
X 72
Structural Review. $
County
Miami -Dade
Phone # C ) 3s �
Phone #
Zip
Square / Linear Footage Of Work:
DNew KRepair/Replace
�-- c Cr i l X 13
Demolition
Submittal Fee $ Permit Fee $ //09 - CCF $ CO /CC
Notary $ Training/Education Fee $ Technology Fee $
Scanning $ Radon $ DPBR $ Zoning $
Bond $ Code Enforcement $ Double Fee $
Total Fee Now Due $ 116 .55 n k2�/c
See Reverse side -4 X113 ‘ 5 PAII
Bonding Company's Name (if applicable) f
Bonding Company's Address
City State Zip
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
City State 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 permit is issued In the absence of such posted notice, the
inspection will not be approved and a reinspection fee will be charged
Signature Signature
Owner or Agent Contractor
The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this
day of , 20 __, by , day of , 20 , by
who is personally known to me or who has produced who is personally known to me or who has produced
As identification and who did take an oath. as identification and who did take an oath.
NOTARY PUBLIC:
Sign:
Print
My Conunission Expires:
APPLICATION APPROVED BY:
(Revised 02/08/06)
NOTARY PUBLIC:
Sign:
Print:
My Commission Expires:
Plans Examiner
/ Engineer
Zoning
• • • • 0 • e • •
• • • • M il efornpan Name (if applicable) '•• °"000160'
Bonding Company's Address
6110110601600011"
City State Zip •'"0A'"01°'°
•
• • • •• • • • Lender's Name (if applicable) 00111100011110160
Mortgage Lender's Address "'1°0°""'
City State 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
• • •••••••••••••••: 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.
• • • • • •• • M • M • IN • • OW. • 0 • M • •• • • • M • M M M • 0 •• • M • M • • • • • • M • • M •• M • • • •
• • • 00 • • • • •• • • •• • • e • • M • • • • • • • • • 00
• • • • • • 0 • • •• • • 0 • • • • • 0 • • • • • • • • • 00 • • • • •
• • • • • • • M•
0
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 permit is issued In the absence of such posted notice, the
inspection will not be approved and a reinspection fee will be charged
I Signature
Owner or Agent , j
The for : ing instrument was acknowledged before me this `°t The foregoin
0 ' l` 20 by C3
day of y , 1�VC.1 day of
who is person 11y known to me or who has produced Is who is personally known tome
ohc 10/14/03
C- �►°1�� As identification and who did take an oath.
Sign: OT ' Y LIC:
Print
My Commission Expires: -6 lei
APPLICATION APPROVED BY:
•
NOTARY PUBLI
Sign:
CiABRIEM BENAMES
ii
• NNW •
e •
$ �n • . Inc
mosusisiiialiaa={....,, alumni
Signature � � .,g- --g-a4
Contractor
ent was ackno
,20
Commission
•M •••
.1 : e fore t ic ,
o has produced
as identification and who did take an oath.
1 .!flilaWk. EILEEN GONZALEZ
lliP Bonded ThrU Nolen, Fuego Undennitera
f
State Certificate or Registration No. Certificate of Competency No.
••
####### et* rtrt###### rt#### rtrt############## se* ## rt######## rtrtrtrtrt### rt## # # # ## # # # # # ## ## ## # # # # et* # # # # *# # *#
Plans Examiner
Engineer
Zoning
MIAMIOADE
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA)
Clopay Building Products Co.
8585 Duke Blvd.
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 byMiami -Dade County Product Control Division and accepted by the Board of
Rules and Appeals (BORA) 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 Division (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. BORA reserves the right to revoke this acceptance, if it is determined by Miami -
Dade County Product Control Division 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 including
the High Velocity Hurricane Zone.
DESCRIPTION: Sectional Garage Door 16'- 2" Wide.
APPROVAL DOCUMENT: Drawing No. 101300, titled "Double Car Hurricane Pan Door", dated 02/15/95 with last
revision on 01/06/04, sheets 1 and 2 of 2, compared by Clopay Building Products Co, signed and sealed by M. W. Westerfield,
P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration
date by the Miami -Dade County Product Control Division.
MISSILE IMPACT RATING: Large and Small Mid Impact
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement
"Mami Dade County Product Control Approved ", unless otherwise noted herein.
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.
LEVIITATION: 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 bya
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 tested reports with confirmation that the specimen were selected from coils at the
manufacturer production facilities. And a notarized statement from the manufacturer that only coils with yield strength of
38000 psi or more shall be used to make door panels for Dade County under this Notice of Acceptance
ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration
date maybe displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by, the manufacturer or its distributors and shall be
available for inspection at the job site at the request of the Building Official.
This NOA renews NOA # 03-0829.05 and consists gf this, evidancepa as the approval document mentioned
above.
• • •
• . • • • • •.
• • • • •
•
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St Ii1JFCT TO C. e LANCE TH ALL F ER
'' !` ND COUNTY Mil FS AND firnui ATIONS
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AUG 082016
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D
--M-200PS
MIAMI-DADE COUNTY, FLORIDA
METRO -DADE FLAGLER BUILDING
WEST FLAGLER STREET, SUITE 1603
MIAMI, FLORIDA 33130 -1563
(305) 375 -2901 FAX (305) 375 -2908
•••
NOA No 05- 1212.02
• &piration Date: March 26, 2007
Approval Date: March 23, 2006
Page 1
Clopay Buldinz Products Co.
NOTICE OF ACCEPTANCE: EVIDENCE PAGE
A. DRAWINGS
1. Drawing prepared by Clopay Building Products Co., titled "Double Car Hurricane
Pan Door ", Drawing No. 101300, dated 02/15/95, with last revision on 01/06/2004,
sheets 1 through 2 of 2, signed and sealed by M.W. Westerfield PE.
B. TESTS
1. Test report of large missile impact test per PA 201 and cyclic wind pressure test per
PA 203 of " Garage Door ", prepared by Hurricane Engineering & Testing, Inc.,
report No. HETI 95 -408, dated 01/25/95, signed and sealed by H. M. Medina, PE.
2. Test report of Uniform Static Air Pressure Test Per PA 202 on " Garage Door ",
prepared by Hurricane Engineering & Testing, Inc., report No. HETI 95 -407, dated
01/24/95, signed and sealed by H. M. Medina, PE.
3. Test report of Forced Entry Resistance per section 3603.2(b)5 on "Garage Door"
prepared by Hurricane Engineering Testing, Inc. report No. H,ET7 95 -407f dated
01/25/95, signed and sealed by H. M. Medina, PE.
C. CALCULATIONS
1. Calculations dated 01/20/95; pages 1 and 2, prepared by M. W. Westerfield PE,
signed and sealed by M. W. Westerfield PE.
2. Calculations dated 02/24/95, page 1, prepared M.W. Westerfield PE, signed and
sealed by M.W. Westerfield PE.
D. MATERIAL CERTIFICATIONS
1. Test report of Tensile Test per ASTM E 8, report No. HMI 94-T59, prepared by
Hurricane Engineering & Testing, Inc., dated 02/06/95, signed and sealed by H.M.
Medina, PE.
2. Test report of Salt Spray Test per ASTM D1654 & ASTM B117, report No. 9EM -1144,
prepared by Q.C. Metallurgical, Inc., dated 06 /03/99, signed and sealed by IC Grate.
E. STATEMENTS.
1. Affidavit of yield strength compliance prepared by R. D. Shijj`lett employed by Clopay
Building Products Co., notarized on 01/11/2001 by B. H. Schuler.
F. QUALITY ASSURANCE.
1. Building Code Compliance Office.
•
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• • • • ' •
• • • • •' • • • • • • Product Control Division • • • • • , NOA No 05- 1212.02 • • • pfation Date: March 26, 2007
Approval Date: March 23, 2006
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MODELS 83. 84A. 93. 94 TO 8'0 HIGH). H93. H94 (UP TO 12'9 HIGH)
18 GA. GN.V. DOUBLE END STIES -
ATTACHED TO TOP AND BOTTOM R 4L
WITH PATENTED TOO -L -LOC SYSTEM.'
=KI
VA
Pllii.lf'N:1i •:
ini7ilZFI( - —
•- SECTIO 41 a
W AL,A WA D.
MARK W. 3. . P.E.
FLORIDA REGISTRATION No. 48495
)
4`
L• —•-�A OPTIONAL OUTSIDE KEYED LOCK POS94011
�,�p ••pp�•p• MAX. DOOR WIDTH - 18' -2' ,
• WI VENTS PK1T TO • • • • :•
12050. 4WD •' • •
38'
24'
ONE INTERMEDIATE MEE BETWEEN EACH EMBOSS LOCATION. •
ATTACHED N UU PATENTED (ALONG CINIER) &
• •
• • •
•• ••
18' 0021' 1lkiH /
1 6/P" x GALV. 3/8 ANGLE i US
(rem & 8'0°11 00098 ONLY) '
MACILRIMEDIASION
GALV. STEED. TRACK,
TRACK TFICKNESE .083'
ItACEXIEPA
7YP. 2 -1 2'x12 GA GALV.
STEEL MAW CLIPS. •
10. pp BOTTOM OF VERTICAL'
1 n 338', T�0. 3-1/2".. ND
nu & e ti 8: 8 (111 DOORS ONLY) '
LAG SCREW PER
TRACK CONRGURAT0N
FXTFNTIFIT HEI A�TIFLS H93 H94 CENTQi HANG REQUIRED FOR /
DOORS UP TO 12'0" HIGH i DOORS OVER 8' 111011
10'
3-1/2'
18 0A. PAINTED END STILES ATTACHED TO 000R •
SKIN WIN PATENTED TOG -L -LOC SYSTEM •
(TOP, BOTTOM & CENTER)..
VIEW '0
MEV 'B ° '
TWO PO�LLOOCKING r
HAS BEEN TESTED
TA R REQUIREMENTS
9/8 �1 CA DAENT.
DOOR TESTED FOR -'
FORCED ENTRY WITH AND INSIDE
-
LOCK •
OPTIONS •
-
LAYOUT OF EACH '
LOCK ON NEXT PACE).
3' GALV. TAPERED STEEL TRACK AND ANGLE. - f
TRACT THICKNES :. 101 ° . ANGLE THIC NESS; y83 . 081, HORIZONTAL TRAM
amass alar
14 MOWN SPACING / INSTALLER
— FROM LAST MOUNTING
SLOT TO TRACK JUNCTION
AnomONAL MOUNTING SLOTS
SPACED AT 12' LINTERS.
2' ON CEDER
Yi TRACK BOLT AND NUT AT EACH
MOUNTING SLAT LOCATION.
ONE 8/18' x 1 -5/8' LAG SCREW SPACED AT THE SAME
DISTANCES AS THE TRACK BOLTS Q.E. 3 -1/2 10'. 22', 34".
48 ETC.). ADDMONAL 4.40 SCREWS LOCATED AT 18', 28 ° . &
40' FROM BOTTOM. ALSO TWO LAG SCREWS LOCATED ABOVE
VERTICAL/HORIZONTAL BMW JUNCTION.
Clopay
Building Products
Company
PAGE 1 OF 2 •
24 04. DOS ® 1 1 . YIELD STRENGTH:
384<54) OR SKIN WBH 0-40
GAL EINWD -ON PRIMER AND A
MAS PAI TED TOP 0047
APPLIED TO OF STEEL
(ASTM No. A883). •
581P LAP JOINTS.
CLOPAY BULGING PRODUCTS
8585 DUKE BUM.
MASON, 0900 45040
(513) 770 -4600
LY 747E
1 3/27/95
2 11/3/97
3 2/13/98
4 12/6/2000
5 8/25/2003
6 1/6/2004
2' THICK /
REFIT DWG TO 2 PAGES
DQSK;.
ALUMINUM INTRUSION & VINYT. WEATHERSTRIP. '
SFCOHIN A-A (.CIOF VIEW)
ADDED JAMB DWG & CHART TO PAGE 4
VENT AREA TRACK NOTE TO PG. 1
DEL M/N 87/97; ODS /G - 40 WAS DQSK /G -60
ADDED EXTENDED HEIGHT MODELS H93, H94
JAMB ATTACHMENT & VENT NOTES MODIFIED
12 GA. as TOP
BET 1 u;. "�a7 ;1a ATTACHED
TO TOP BRACKET WITH (2) 1/4'x7/2' BOLTS AND '
NUTS PER BRACKET. •
14 GA GALV. ROLLER HINGE. '
STILES W/(4) F p14x5/8' SHEET METAL
AND (4) 1/ SELF TAPPING SCREWS.
(SEE VIEW in ,
#14x5/8' SHEET METAL SCREWS
V 1w/k
2 -1/2' -
.— 8/8' DTP.)
viEw
C- CHANNEL
16 G4 GAIN. STEEL •
ONE 6" TALL C- CHANNEL PER 00014 SECTION. (SEE VIEW 9Y) '
C- CHANNEL. ATTACHED AT EACH 9191 LOCATION WMN •
(1) 1/4 SELF TAPPING SCREW.
S ECTION x INSIDE FIEVA EACH STTR(ATP�r ATTACHED '
15' 1/4"x3/4'
DOOR, ONE SCREW c- taulrllD>a? • PRODUCEDMED
13 OA. DALY. SILL BRACKET. ' &Fa ae88 MAW
ATTACHED WITH (2) 147 /8° SHEET METAL SCREWS. ' F.ro 7SS =' n3. i ,KAY!' OS
`S
T 4°IN SCREWS. /
-
`` 18 GA IMF M 1 Ti 14RWF
/ vIel v Wl&uo 6
DESIGN LOADS: +48.8 . PS.F. & -52.0 PSF (1401 ns 83. 84k 93. 94)
DESIGN LOADS: •48.8 PS`F. & -81'.7 P.S.F. (MODELS H83, 1184)
TOLERANCES 0 *As SCAM PAM
Urd.s »a q e . .000 a 4.018 NOTED 1 0? 2
moos a 4.007
Dogma . t1/2
SAW 2/15/96
n7AV0 1n. WAY
CHECKED NA
DOUBLE CAR HURRICANE PAN DOOR
101300
DRAWN 83009
sax
l6'2°W x 12'0'H
Predw Co®Ua8
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.4
MMMUM DLSTARO! N EIWEEN CENTER OF ANCHOR AND EDGE OF CONCRETE BLOCK: 3 EU:UM ° STUCCO THICKNESS.
or MOWN) ANORMR SRARw48 AT NO MORE THAN HALF 07 THE YAKORIM CN - 4ENTFR DISTANCE. HIGHEST ANCHOR INSTALLED Ar IZOST AS RV AS THE DOW OPENLVG.
•&. *OPAY DOES DOB SIMPLY JAMB ATTACHMENT 8ASTENERS.
MOIL A 3396 INCREASE IN ALLOWA8E LOAD H BEEN USED IN THE DESIGN OF CONCRETE ANCHORS & WOOD FASTENERS.
1
1
1
MODELS 83. 84A. 93. 94 (UP TO 8'0 HIG ). H93. 11j34 (UP TO 12'0 HIGH) '
2x6 JAMB TO SUPPORTING STRUCTURE ATTACHMENT
TRANSFERRED TO THE TRACK
TO
THE VERTICAL JAMBS (0 2 GER YO W TRACK AND PINE). NO FROM DIE •
DOOR LOAD FROM THE DOOR
R0P
IS HORIZONTAL JAMB.
2) EACH VERTBL JAMB SEES A MAXIMUM DESIGN 1.0AD OF +3728 LB & -418 L8. PER WEAR FOOT OF JAMB. '
3) ALL JAMB FASTENERS MAY GE (MUT NOT REQUIRED) COUNTERSUNK TO PROVIDE A RIM MOUNTING SURFACE
WOOD FRAME BUILDINGS /
STUD WALLS OF DOOR OPENING SHALL BE FRAMED SOW BY NOT LESS THAN 2x8 PRESSURE TREATED GRADE
OR BETTER WOOD STUD 07 A STRESS GRADE NOT LESS THAN 1200 PS 11. EXTREME FIBER STRESS •
IN BENDING (F) FOR DOORS UP TO 8TY" HIGH. SKID WAI S TO BE CONTINUOUS FROM FOOTING TO TIE BEAMS •
AND IN ACCORDANCE vim THE FLORIDA BALDING CODE (4) 218 PRESSURE TREATED MADE #2 OR BETTER
WOOD STUD OF A STRESS GRADE NOT LESS THAN 1200 ps NOMINAL UMW FIBER STRESS IN BENDING FOR
DOORS UP TO 12'0' HIGH.
BLOCK WALL OR CONCRETE
2x8 WOOD JAMS SHALL BE ANCHORED TO GROUT REINFORCED BLOCK WALL 000400ETE COLH084.
BLOCC WALL CELLS SHAD. BE RILED 1014 CONCRETE AND REDff0000D WITH BAR IDGENDIN0
INTO 171E FOOTING AND INTO TIE BEAMS. ALL BARS SHALL BE CONTENUO S THE TIE BEAMS
TO F0011100 PER BOCK WALL OR CONCRETE COWMNI. BLOCK WALLS AND CONCRETE COLUMNS TO BE
0ESp4E0 BY BU21NO PROFESSIONAL OF RECORD AND IN ACCORDANCE LOTH THE FLORIDA BULGING CODE
2x6 JAMB TO SUPPORTING STRUCTURE ATTACHMENT
(NOT TO BE 00200 FOR ATTACHMENT OF TRACK ANGLE TO 218 VERTICAL JAMBS OR SUPPORTING
MAX. 0.0.
_
1 . -: - ix� •1;. .'1L. = c1: !) kI! ]fiitt R:
�,.It!
..N:' L5 7L1t'. S37,i: m -4 is° ;. - tLyi c�
u a t 1 ! Z t a � # 1 0 . 1 [ 1 5 7 •YET!�a ]_J,& = i1!i:l i : _.:7W •■L: Itr ?L 3)!iL'S■ f
•N .r n•,.,N ��i TEA , AL - p:.a :31riTI
81I10IN0 TYPE
FASTENER TYPE
- GENDER
sTEEL
WASHERS
�.'
• • •1 BOOT OVERLAP (EV%+
• • • ihoir
• • 208 WOOD JAMB • • •.
SEE °IAMB PREPARATION
• • N>iE81'APE •
•
* 12
• • , G 7 STE, O { { 0 0
• NOT 70 ' S 71r 0.C.
• • ANGLE MAY rnTT
2' NIN. GA!1. 9T1'D. TRACK FA9FENED
TO 12 CAL MIN. GALT. STEEI. TRACK gum •
• • TRAOKWOWARATBO TO EACH 01.P •
WITH TW 1 /4 /88 BOLTS & NUTS.
ECM RICK CUP ATTACHED TO •
CONTINUOUS ANGLE WITH
(2) 1/4' INA RIVETS PER CLAP. •
STOP MOULDING 8Y DOOR INSTALLER (TO SLIT)'
18 A. •GALV. STEEL FAMED EN0 STILE
18 GA. GALV. STEEL DOUBLE END 518.E •
JAM ONFIGURATION -
SRO. HEIGHT MO8 DE 83 HRC AAA 93. 94
DOt>RS (8+ TO
20 GA GAL. STEEL INTER 501E
416111111111111101111111111111 _
�, 7 18' I.D. ROUND
P NUT 785/0400 ..r.
R14[
2 ) 1 / 4 �' 21F 7.07704 . -, a. a' END HINGE.
2'MIN. DK LONG STEM 10 BALL 51021.. ROLLER.
M ROLLER STEM TI1READED FOR
r NUL „
18 GA GALT. STEEL CENTER
41x/8 HEETMETOI. •
1 ° DOOR OVER AP (EACH SIDE)
3 MN. •
SEE J.a!®T ABOVE •
1 -5/8" x 2 -3/r MOJ. x 150A.TAPFRFD ANGLE
SEE TAO BONS MOUNT840
AT TRACK CONRGURATION
.101" DOCK 3' OALV. STEEEI. TRACK FASTENED
TO TAPERED AN01.0. TRACK A
TO TAPERED ANGLE wow TORO 4°x5 8
BOLT & NUT AT EACH 1 .
JAMB CONFU.URATIGH
FXTFNDED HEIGHT A� ODELS 1493. H94
maim j32_121_1121
STOP MOULDING BY DOOR INSTALLER (TO SUIT) '
18 GA GALT. STEP. PAWED E40 STILE •
18 G4 GALT. STEEL. DOABLE' r20 GA. 00.V. STEEL INTER. SIDE
END
•
7/8' ROUND PUSIDIUT IS t I N S T A L L ® ON EACH • �TO M GA. GAUL R STEEL W 4) E A C H 14 /8"
ROLLER SHAFT. SHEET METAL
2) t /4 SELF TA SCREWS PPal 640 HINGE.
3• Dla 8-1/2" LONG STEM BALL BEARING STEEL ROLLER. •
PAGE 2 OF 2
.- HORIZON JAMB
`- / (NO 10000 ( FROM 0000
j TYPE
FASTENER
I
MIR Cl®pay
Building Products
Company
MTN. No.
� VERTICAL
JAMB
2348 VERTICAL JAMB
••
PET
2
3
4
5
6
DATE
3/27/95
REFIT DWG TO 2 PAGES
REV. JAMB ATTACH. FASTENERS ON PG. 2
DEL M/N 87/94; DDS /G -40 WAS DQSK /G -80
ADDED EXTENDED HEIGHT MODELS
11/3/97
2/13/98
12/7/00
8 5/03
1/6/04
!•_347.1 .
EACH W OUS ANGLE TRACK SsHHApLLL . BE FASTENED TO PRESSURE TREAT@ 2x8 YELLOW '
PINE WOOD JAMBS LOTH 5 t8 xt - 5/r LAA SCREWS (12) LAG PER SIDE UP TO
0 0 11' 24 914, (15) I SCREWS P P ER SIDE 00? 70 o 0 Ham, 1 I � MG SCREWS SIDE UP
SIDE UP TO IV O' HIGH, (17) LAi SCREWS PER SIDE UP TO 12'0 HIGH. THE METHOD OF
ATTACHMENT TO THE SUPPORTING STRUCTURE OF THE PRESSURE TREATED 22T8 WOOD JAMBS
SHALL 00 APPROVED BY THE PROFESSIONAL OF RECORD FOR THE STRUCTURE AND IN
WITH CURRENT.BIIDING CODES FOR THE LOADS UST@ ON THIS DRAWING.
PREPARATION OF JAMBS BY 0114ERS.
ALL MOUNTING OF TRACK, ANGLES, HORIZONTAL TRACK SUPPORTS. AND ALL OTHER •
000R HARDWARE TO BE INSTALLED PER CLOPAY INSTALLATION INSTRUCTIONS
SUPPUED WITH DOOR SYSTEM UNI3S5 OTHERWISE NOTED..-
M A W. WESTERFIEL°. P.E.
FLORIDA REGISTRATION No. 48495
Cm combing wish 111727G14da
3010118CO322 "Yq
Sagiasrem
Mks
UCSCRIPIION
ADDED JAMB DWG & CHART TO PAGE 4
JAMB ATTACHMENT & VENT NOTES MODIFIED
OUTSIDE Kelso HANDLE
DESIGN LOADS: +48.8 P.S.F. & -52.0 P.S.F: MODELS 83, 84A. 93, 94)
DESIGN LOADS; +48.8 P.S.F. & -51.7 P.S.F. MODEL H93, H94)
SCALE. NO
•
TOLERANCES
Mien Stated 0.05.
.00 *.03
.000 s *.015
e
CLOPAY BUILDING PRODUCTS
8585 DUKE BLVD.
MASON, OG80 45040
(513) 770 - 4800
m1D 2/15/05
SOWN Sri ?AVM
000/00 81'.
INTER. STILE
PAID
2 OF 2
SLIDE BOLT
LOCK ENGAGES
TR RACK ONE
T
LOCK ON
EACH 51DE 1
OF D00R.
DE OE BOLT
SNAP LATCH ENGAGES
ONTO VERTICAL TRAM.
ONE SNAP LATCH ON
EACH SIDE OF DOOR
i
END
STILE
INSIDE IRANDLE •
ALRSIDE KEYED L0I(
SNAP LATCH LOOK OPTION
morn= =caw
973130MpbbgeSithee STAB&
.r: , OS
Product Ominvi
NAB SIZE
18'21Y x 12
>xaumTEM
DOUB.E CAR HURRICANE PAN DOOR
B IV� Knob 101
6