BP-05-498Miami Shores Village
10050 NE 2nd Avenue
Phone: 305 - 795 -2204
Printed: 4/15/2005
Applicant: MICHAEUMICHELLE WHELAN
Owner: WH ELAN MICHAEUMICHELLE
JOB ADDRESS: 10221 NE 13 AVE
Contractor ABOVE ALL GARAGE DOORS
Local Phone: 305 - 556 -6633
Parcel # 1132050230150
Signed:
Building Permit
Permit Number: BP2005 -498
Page 1 of 1
Contractor's Address: 8034 NW 103 ST 26
Legal Description: M SHORES BAY PK ESTS PB 55 - 83 LOT 1 BLK 4 LOT SIZE SITE VALUE
Fees: Description Amount
FEE2005 -4903 Building Fee $100.00
FEE2005 -4904 CCF $1.20
FEE2005 -4905 Training and Education Fee $0.40
FEE2005 -4911 Technology Fee $2.50
FEE2005 -4912 Scanning Fee $3.00
Total Fees: $107.10
Total Fees: $107.10
Total Receipts: $0.00
Permit Status: APPROVED Permit Expiration: 10/5/2005 Construction Value: $1,631.75
Work: REPLACE OLD GARAGE DOOR
(INSPECTOR)
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 responisibility for all work
done by either myself, my agent, servants or employes.
Signed: (Contractor or Builder) BY:
8/24/2006
To: Current Owner
10221 NE 13 Avenue
Miami Shores Village, FL 33138-
Miami Shores Village
Building Department
10050 NE 2 Ave, Miami Shores, Fl 33138
Tel: (305)795 -2204 • Fax; (305)756 -8972
Permit: BP2005 -498
Address:10221 NE 13 Avenue Miami Shores Village FL33138-
Date Expired: 10/5/2005
Dear Sir or Madam
In order for us to serve you better, we need to keep our files up to date. Our records
indicate that the above reference Permit has expired.
The Building Department has determined that the work applied for has been completed
with out the required inspections and it has been more than 180 days since your last
approved inspection and thus your permit has expired as per Sec. 104.5.of the Florida
Building Code. You are required to renew your permit and schedule all required
inspections.
In the event you do not comply with the requirements herein, the Building Department
will file a complaint with Miami -Dade County Building Code Compliance Office for
possible disciplinary action against your licensed contractor And/or if permit was
obtained by the home owner the requirements of the Unsafe Structure Code of Miami
Dade County Sec. 8 -5. (3) will apply. "The building shall be presumed and deemed
unsafe and a permit shall be obtained to demolish the structure or bring the building in to
compliance with applicable codes as provided herein."
Please contact the Building Department, immediately upon receipt of this letter.
Mabel Vargas
Administrative Assistant
Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795.2204 Fax: (305) 756.8972
BUILDING
PERMIT APPLICATION
FBC 2001
Permit No.?j ?05-- 4q 0
Master Permit No.
Permit Type (circle): Building Electrical Plumbing Mechanical
Owner's Name (Fee Simple Titleholder) ,/oi(/1'e_., W I L ,4A) Phone # JO ' >46 3'" 2 $ g' s'
Owner's Address 0 7-- 2- - 1 } /3 04
City dikes (( � Ov e -S State C--, Zip 3347,
Phone #
Tenant/Lessee Name
Job Address (where the work is being done) / 0 2_ 2- 1 ,st/ / 3
City Miami Shores Village • County Miami -Dade Zip 23/3,
Is Building Historically Designated YES NO,_
Contractor's Company Name 04 ' i C (P774 1 0 #L Phone #
Contractor's Address 9 3 Li /0 3
City Rik iL4/"i State Zip .3101-6
Qualifier G( C_�
State Certificate or Registration No. 30 — 57_ ' 3 4 Certificate of Competency No. 0 Z t OS 6
Architect/Engineer's Name (if applicable) �--
$ Value of Work For this Permit y v 3 ( • 9 s
Type of Work: ❑Addition ❑Alteration
Describe Work: At,
Submittal Fee $
Notary $
Scanning $
Code Enforcement $
Training/Education Fee $
Radon $
Total Fee Now Due $ m/ . /0
(Continued on opposite side)
Structural Plan Review. $
Phone #
30P 3 - 66 33
[New j Repair/Replace ❑ Demolition
o
r ,
1
Square Footage Of Work: 1/ 2-
Roofing
****************************F
*, *, * * * * ** **** * ** *** ** ** ** * **
Permit Fee $ /oO' CCF $ 1 i 0 coicc
'b Technology Fee $ 5 0
Zoning Bond $
Bonding Company's Name (if applicable)
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
The foreg
day of
Chc 05/13/03
Owner or Agent
ing instrument was acknowledged before me this c"-P
�i , 20 OS ,, by ../fie i JJ' ,
who is personally known to me or who has produced
-1--' As identification and who did take an oath.
NOTARY PUBLI %�
My Commission Ex
Signature
Contractor
The foregoing instrument was acknowledged before me this 6
day of eW°! L , 20 0 S , by at57 /c
who is personally known to me or who has produced
L fOd'J✓S C — as identification and who did take an oath.
NOTARY PUBLIC:
Sign:
Print: I. � JO D � t1
1 2 "
APPLICATION APPROVED BY: tip Plans Examiner
. Engineer
Zoning
Bf9Ii DING`Z 17� COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA)
°opay Building Products Co.
8585 Duke,Boulevard
Mn, aso 01/45040
SCOPE: This NOA is being issucd under the applicable rules and regulations governing the use of construction materials.
TIC documentation submitted has been reviewed by Miami-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 (AH3).
Tiiis NOA shall not be valid after the expiration date stated nelow. 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, thc manufacturer will incur the expense of such testing and i'.':c AHJ may immediately revoke, modify, or suspend the use of such
product or material within their jurisdiction. FORA reserves the right to revoke this acceptance, if it is determined by Iviianu
Dade County Product Control Division that this product or material fails to meet the renuiremcnts the applicable building
This product is approved as described herein. and has been dcsit•ned to comply with the High Velocity Hurricane Zone of the
Florida Building Code.
DESCRIPTION: Sectional Garagc Door 16' Wide.
APPROVAL DOCUMENT: Drawing No. 101488, titled "MJN 2400, HDGL, 66, 67, 68, 2401, 4300, 4301, 4310, 4400
4401, IDq", dated'06 /07/95 with last revision on 06/2001, sheets 1 through 4 of 4, prepared by Clopay Building Products
Cerny; signed and scaled:by M. W. Westerfield, P.E., bearing thc Miami" Dade .County Product Control Rcneitial stamp
«illrht Notrcc of Acceptance number and expiration date by the Mianu -Dade County Product Control Division.
T E PACT ItATiNG. ,Large atld Small Missile Impact
L E : Farah anit shall bear a perinancnt label witli thc manufacturer's name oriogo, city, state and follo,rtng
nt: lams Dadc County Product Control Approved ", unless otherwise noted herein. •
ihti NOA shall:be considered after a rcncwal application'ttasicn filed and there has been no'chanie'in the:
1c bttr1ding.code negatively affecting•tlic performance of this product.
ATION bf this"NOA occur aftcrthe expiration date or if there has been a revision or change.in -the materials,
usi.tand/or manufacture of the product or process. Misuse of this NOA as inttidorsement of any product;;for sales, .
advertising or any other purposes shall automatically terminate this NOA. Failure to cotnply with any section of this NOA
shall because for termination and removal of NOA.
LIIIITATION: This approval requires the manufacturer to do testing of all coils uscd to fabricate door panels under this
Notic of Acceptance. A minimum of 2 specimens shall be cut from each coil and tensile tested according to ASTM E -8 by a
Daiic County approved laboratory selected and paid by the manufacturer. Every 3 .months, four times a year, the manufacturer
shy mail to this office: a copy of the tested reports with confirmation that the specimen were selected from coils at thc
Manufacturer production facilities. And a notarized statement from thc manufacturer that only coils with yield strength of
2000 psi or more shall be used to make door panels for Dade County undcrthis Notice of Acceptance
ADVERTISEMENT: The NOA number preceded by the words Miami =Dade .County, Florida, and followed by the
c. i ation date may bc displayed in advcnising literature. If any portion of the NOA is displayed, then it shall be done in its
0.04
l Ct
INSPECTION: A copy of this entire NOA shall be provided to the user ithc;manufat turer..orits:distributors and shall bc
'AO for inspection at the job site at the rattiest of the Building Official •
TltisNOA renews NOA # 0I-0430.06,-consists--Of this -page 1 as well asadprosai dpo iinciitsmctittoncd aboic.
I documentation was reviewed by Candid() •F Font-P-E
ML-kM1l - DADE COUNTY FLORIDA
MET. RO -DARE FLAGLER B UII.DiNG
140 WEST FLAGLER STREET, SUITF 1603
MIAMI, FLORIDA 33130
775 -2901 FAX (305 375-_ . ^e
am
_---7I -
-----
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• ‘' 1. L1CATIOWOF 'OFT (3 NAL Ei�1TS 'H
. '' 2 .,
IT ION'
{
2 A O PTIONAL OUTSID {KEYED LO Cf
d TOTAL'. VENT. ‘ : 60 " IN ".PEI : ,CE -1C
" - 7 „
VAX fl .-- ,i
v vY3�fix1
a_OPAY• ..MODE_.L
HOLMES . MOD
0
I
co
INTER. STILE
(1)- 20
OUTSIDE 1
KEYED
HANDLE
2400 2401, 4300
66, 67, 68
GA.x2" GALV. STEEL BACKER PLATE
AT EACH INTERMEDIATE; HINGE
LOCATION. BACKER, PLATE
ATTACHED WITH DOUBLE
SIDED AC4YLIC ADHESIVE
TO BACK OF`•DOOR.
SNAP "'LATCH ENGAGES
ONTb VERTICAL TRACK.
ONE SNAP LATCH ON
EACH SIDE OF DOOR.
END
STILE
INSIDE HANDLE
, OUTSIDD ED..: LOCK
SA P W KEYF -4G4C OPTION
SFBC 3603.2
` ry INEERING
4T O 10 . 4.8495
INTER.
STILE
OUTSIDE
HANDLE
OUTSIDE - KEYS -D'� 4CK
L.00KxEIA11, - . 0'
CONFORMS.;-:
a
1, 4310, 4400, 4401 , HDG, HDGL
INSIDE ELEVATIONS
SCALE .1 /2" . . 1'
END
STILE
LOCK
BAR
GUIDE
LOCK'':BAR
ENGAGES
TRACK ON
DE
A\
E
(2) 1/4" x 3/4" TE✓
AT 1-1/4" & 3-1/2'
ND TWO FROM T, „-'
REV
5
6
7
DATE
9/96
12/98
4/99
4/2001
6/2001
.✓ CREWS LOCATED
ROM BOTTOM
SLIDE _BOLT
LOCK - ENGAGES
I NTO. VERTICAL
TRAC1C3.ONE
Lock ON
EACH= =SIDE
OF DOOR.
INSIDE: SLIDE BOLT
LOCK - OPTION
CONFORMS TO SFBC 3603 :2
[ 16 GA. DOUBLE END STILE
EACH END STILE MEASURES
5-3/4"x2-1/8"x3/8" ATTACHED
WITH ONE #8x1/2" WAFER SCREW.` G�
VIEW ..
— �1rEW
LOCK POSITION
(BOTH SIDES)
TWO POINT LOCKING
CONFORMS TO SFF33C
3603.2 REGARDING
GARAGE DOORS WITH
5/' MIN.
ENG''AGEMENT.
FQR:a3OTH. OUTSIDE
K K A
� Q LQC S AND
SUDE. BOLT
7 L CR ,OPTIONS, SEE
tArOUT. EACH
•
BRACKET USED FOR
BOTTOM DOUBLE
END STILE.
1F 4
so N
�I�b���l
tcscRtfttom
ADD M0D S 2400 & 2401
DELETE M/N 2200, 2201, 4200; ADO M/N 2310
SCREW NOTE REV. ON PAGE ?
ADD HOLMES M/N . i -1DGL: DEL. 2300/0 ' / 10 1
CHANGE VENT NOTE
NOTE 1
DOORS 6'6" HIGH
SECTIONS: (2) OF
DOORS - '7`0" HIGH
SECTIONS: c4) OF
DOORS 7'6' HIGH
SECTIONS; )
DOORS S'0 I•I H
ECT101'•11'; '?) OF 21' c 3; OF
CONSIST OF
21" & (2) r
CONSIST O' i
21
CONSIST Or
CONSIST O*
NOTE 2: SUPF'G:? i ING STRUCTURAL
ELEMENTS SHALL BE DESIGNED BY
REGISTERED PROFESSIONAL ENGINEER '.:OR
WIND LOADS SHOWN ON THIS DRABy'H..,N: ;.
NOTE 3 LOCKING DEVICE TO CONFORM
TO: -SW:M LORIDA ; BUILb1N,G ; CODE.
(SEE ;iNSIDE ELEVATIONr FOR POSITION
ON DOOR.);.
DESIGN LOADS:
+46.6 P.S.F. & —52.0 P.S.F.
•
irrr,r.•r••r
. :, :'.c F:aritla
•
niis�inu c711L U %I coi:trni
INSTALLER
`M0OrL
RETAIL
ODEL ,
. - -. OESCRIRTIQIC •
4 ` :`. ` :
M 6 6 - '.
`:2 -7 =X GRIN ::iSHORT = :RAiSEO. PANEL .
44'00'-`:' :�>°•241OO
-b : -It ,s
faalitGrat E 1': SKIN :°SHORT';IRAISE0•'•PANEL
4401 '~'"
'2 AS'a SKIN' sfL S11 PANEL. •
4301
`613 �.t '
_ IDGE :67
"0a ` PANEL
5.71 AV CEMSKIN; WIDE_RAISED`'PANEL •
4310
CLOPAY MODELS. 24:00; 2401, 4300, 4301, 4310, 4400, 4401, HDG, HD 1
HOLMES MODELS 66, 67, 68
- —I - • I-- 2'° THICK
CtOPAY' Bl
SECTION A —A (SIDE VIEW)
SCALE 2" = 1'
TONGUE AND GROOVE JOIN
27 GA _MIN. EXTERIOR STEEL SKIN
{MIN. YIELD STRENGTH: 27 KSI, /\
DRAWING .QUA' TX *d1 • N. GALV.
BAKE ° 'TED •
TOP
ITH SIDES
SYEEL 'SKIN.
i
SILICONE FILLED EL SEPARATES
FRONT AND ^.';K SKIS OF DDOR
pt v
2
4
5
1.95" THICK, 1# DENSITY EXPANDED
POLYSTYRENE FOAM INSULATION
(SUPPLIED 3Y FALCON MANUFACTURiNG)
LAMINATED TO 80TH EXTERIOR 8
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 /2" BOLTS AND
NUTS PER BRACKET.
1 —1 /4" WIDE GA. GALV. STRAP.
(7) PER DOORSE'_;TION ON 1 6' WIDE DOORS.
(SEE. INSIDE ELEVATION). EACH STRAP AiIACI -HEU
WITH .(3) : 1 /4' .: 3/4" SELF TAPPING SCREWS (TWO
SCREWS TO DC :OR, ONE SCREW TO C— CHANNEL).
4
SE
ROLLER H1tdGE
FASTE' E DTO=ENC?.: =.
14x5/8`
"X3/4" SELF
3 ")
7 METAL
,PPING- SCREWS.
8/96
9/96
12/98
6 1 4/99
7 4/2001
ONE 6" TALL, 16 GA. C— CHANNEL PER DOOR SECTION.
(2). 1%4 "x374 .=SELF TAPPING SCREWS PER END STILE AND
• .ONE - '1 4 "x3/4" "SELF TAPPING SCREW PER BACKER PLATE
OCATION. (SEE VIEW "0 ")
-27 "GA INTERIOR STEEL SKIN (DRAWING QUALITY) .
40 :0MIN. GALV., BAKED - PRIMER AND
O N POLYES ER PAINTED TOP
TO BOTH _SIDES OF - STEEL SKIN.
S TEEL BOTTOM BRAT
ft(4) #14x5]$ ` SHEET. METAL ■ SCREWS.:.
UNION & ViWit WEATHERSTRIP:: PAGE' 2 0
rescalPT IQ,
7/96 GENERAL REVISIONS
CLARIFY MODEL NUMBERS
5/2001 2H4NGE S TO PAGES 1 &
2
ADD MODELS.2400 & 2401
i
YIELD WAS 33 KSI; ADD 2310 DEL. 2200/01. 4200
SCREW 01Y. CHANGE ON PAGE 2
ADD HOLMES M/N & HDGL: DEL. 2300/0i/10;
G - -40 MiN. WAS •G -60: NEW M/N CHART
VIEW 'D'
6" TALL C;-- CHANNEL
16 GA. GAIN. V. STEEL
DESIGN ENGINEER
SARK W. WESTERFIELD, P.E.
//MECHANICAL ENGINEERING
FLORIDA REGISTRATION No. 48495
PROD !CT RrArA F.D
7i & 'i Jy tn, 'sigh the Florida
I,IIi t=i 041;
ti4 a 02
- TAPCO .
RAWL; ;LOK
LOPAY MODELS 2.400, 240;1; 4300, 4301: 4310, 4400, 4401, HDG, HbG1-
.HOLMES MODELS 66, 67. 68
I 2x6 JAMB TO SUPPORTING STRUCTURE ATTACHMENT
NOTES:
1) ALL THE LOAD FROM THE DOOR IS TRANSFERRED TO THE TRACK AND THEN FROM THE ?RACK
TO THE .:2x6 VERTICAL JAMBS (GRADE 2 OR BETTER YELLOW PINE). NO LOAD FROM THE
DOOR IS TRANSFERRED TO THE . 0RIZONTAL (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
W 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
E XTREME FIBER STRESS IN BENDING (F ). STUD WALLS TO BE CON i INUOUS FROM FOOTik TO TIE EE14M'
.ND IN ACCORDANCE WITH SFBC SECTION
::LOCI WALL OR CONCRETE
2x6 WOOD JAMB SHALL BE ANCHORED TO GROUT REINFORCED BLOCK WALL OR CONCRETE ;;GLUM! _
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.
6 : JAMB TO SUPPORTING.. .STRUCTtJ '
• (NOT.-_ 0 USED • FOR : ATTACHMENT OF TRACK BRACKETS TO 2x6 )ERTICAL. JAly
ENT
BS CO SUPPORTING STRUCTURE)
iACVI
14 9/96
5 1 12/98
j 5 ( 4/99
! 4_!2001 1ADD HOLMES !;r;
18 f 6/2001 REVISED VERTICAL At.l DESIGN iii) NOft
,-- HORIZONTAL JAMB
(NO LOAD FRO!,i. DOOR' �-
r_(SCR:P
ADD MODELS 2 400 24=01
ADD M/N 2310: DELETE `'.
NO CHANGES ON E
:{STENF.R
P, ' _
fyo y
LNG OR BOLTS CAN BE INSTALL DIRECTLY THROUGH TRACK BRACKETS ANLE IN LIEU OF 5/16 "x1 -5/8" LAG SCREWS (SEE PAGE 3).
' BOLT SHALL_ B TORQUED AS SPECIFIED BY THE RAWL PLUGG "` DESI
MA.131c W. WESTERFIELD, P.E.
HANICAL ENGINEERING
►' O A REGISTRATION No 48495 ,. .
i0x41oar3100
73\
?
rnot;<<r - i r.r.Nr•:\vrn
10 :r:1 rinVi
ILi:
Iac cO4
R
Miami 1)a4c 1'iu&uci Carer 1
!)fi +aiun
,02_
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 4SOUTHERN . PINE)
5/16" x 3" LAG SCREW (ASTM A307, GRADE A).. 18 " MIN_ EMBED
10
11
10"
YES
C-90 BLOCK 2•,00.0, PSI :GROUT
1 4" x 4" ITW TAPCON CONCRETE ANCHOR. MIN: 1 -3° 4' , EMBED I
10
11
10"
YES
C -90 BLOCK' 2i00_0' GROUT
3 8" x 4 ' RAWL LOKLBOLT ANCHOR ° BOLT 5000 SERIES . 1-5 8 . EMBED 1
9
10
1 1 "
NO
CONCRETE MN COLU ,..(2,000 PSI)
3 8 x 4 RAWL 'LOK/BOLT ANCHOR. BOLT -, 5Q00, SERIES . 1 -5/8" EMBED l
9
10
1 1 "
NO
- TAPCO .
RAWL; ;LOK
LOPAY MODELS 2.400, 240;1; 4300, 4301: 4310, 4400, 4401, HDG, HbG1-
.HOLMES MODELS 66, 67. 68
I 2x6 JAMB TO SUPPORTING STRUCTURE ATTACHMENT
NOTES:
1) ALL THE LOAD FROM THE DOOR IS TRANSFERRED TO THE TRACK AND THEN FROM THE ?RACK
TO THE .:2x6 VERTICAL JAMBS (GRADE 2 OR BETTER YELLOW PINE). NO LOAD FROM THE
DOOR IS TRANSFERRED TO THE . 0RIZONTAL (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
W 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
E XTREME FIBER STRESS IN BENDING (F ). STUD WALLS TO BE CON i INUOUS FROM FOOTik TO TIE EE14M'
.ND IN ACCORDANCE WITH SFBC SECTION
::LOCI WALL OR CONCRETE
2x6 WOOD JAMB SHALL BE ANCHORED TO GROUT REINFORCED BLOCK WALL OR CONCRETE ;;GLUM! _
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.
6 : JAMB TO SUPPORTING.. .STRUCTtJ '
• (NOT.-_ 0 USED • FOR : ATTACHMENT OF TRACK BRACKETS TO 2x6 )ERTICAL. JAly
ENT
BS CO SUPPORTING STRUCTURE)
iACVI
14 9/96
5 1 12/98
j 5 ( 4/99
! 4_!2001 1ADD HOLMES !;r;
18 f 6/2001 REVISED VERTICAL At.l DESIGN iii) NOft
,-- HORIZONTAL JAMB
(NO LOAD FRO!,i. DOOR' �-
r_(SCR:P
ADD MODELS 2 400 24=01
ADD M/N 2310: DELETE `'.
NO CHANGES ON E
:{STENF.R
P, ' _
fyo y
LNG OR BOLTS CAN BE INSTALL DIRECTLY THROUGH TRACK BRACKETS ANLE IN LIEU OF 5/16 "x1 -5/8" LAG SCREWS (SEE PAGE 3).
' BOLT SHALL_ B TORQUED AS SPECIFIED BY THE RAWL PLUGG "` DESI
MA.131c W. WESTERFIELD, P.E.
HANICAL ENGINEERING
►' O A REGISTRATION No 48495 ,. .
i0x41oar3100
73\
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,02_
' F CLQPAY MODELS::24.0 ..240 43 4310, 4400, 4401, HOG, HUG►
NOTE: EITHER BRACKET MOUNT OR rO• T INUOU S
ANGLE TRACK MAY BE INSTALLED (AS - H0WM).
HOLMES MODELS 66, :67, 68
//14x5/8" SHEET METAL SCREW
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
LAG SCREWS (9 LAG SCREWS PER SIDE UP TO 7'0" HIGH AND 10 LAG SCREWS
PEP 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. A
1" DOOR OVERLAP (EACH SIDE) --
2x6: WOOD JAMB
SEE "JAMB "
NOTE" ABOVE
12 GA. GALV. STEEL.
ANGLE FASTENED = WOO
JAMB WITH 5/16"x1-5/8" 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- CU
WITH ONE 1' BO
_ LT. NUT.
/ 4 - = •
EACH 1__.
(2
PAGE
DESIGN .<
18 GA. INTERMEDIATE HINGE
SCALE 2" = 1'
VIEW "C"
OPTIONAL STOP MOULDING ;BY INSTALLER i
16 GA. GALV. STEEL DOUBLE :END 51ILE r
JAMBS :ClJi1±1G1 RATION
SCAL 2.. _ 1 .'
- 14 GA. INTER. HINGES
USED ON 24 GA. EXTERIOR
SKIN DOOR MODELS.
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REV
7
13 GA. GALV. STEEL rLAG BRACKET
OR 12 GA. GALV. STEEL CONTINUOUS
1 -5/8" 2 - -3/8" ANGLE.
ATTACH FLAG BRACKET WITH (3) 5/16"x : -
LAG SCREWS.
76"(7 -i _ ,,0..H DOORS ONLY)
;;•
DATE H
4/2001 +ADD HOLMES
'6i /N & HDGL; DEL. 2300/01 / ; 0 1 DESCRIP
6/2001 I CHANCES TO PAGES 1 & 4
24'
10'
7/16" PUSHNUT
INSTALLED ON ROLLER
SHAFT FOR UNRESTRICTED � GA._ GALV. STEEL INTER. HINGE
DOOR OPERATION. FASTENED W /(4) : #14x5/8"
14 GA. GALV. STEEL ROLLER HINGES SHEET METAL SCREWS.
FASTENED TO END .STILES W,/(4) 4EACH
14x5/8" SHEET-.44 ,AND
(2) 1/4" SELF TAPPING, SIT EVVI�tS: AND
2" DIA: LONG STEM, 10. BALL STEEL 'ROLLER.
HINGE. DESIGN ENGINEER
MAR K'W1MWESTERFIELD; . P.E.
MECIIMICAL`' -- _ENGINEERING d cr
FLORIDA ;REGISTRATION' - No. 48495.
HORIZONTAL TRACK SUPPORT BY
DOOR INSTALLER (TO SUIT) -
0008 COUNTERBALANCE .SYSTEM
. ;ALV. STEEL TRACK
.
\(:K THICKNESS: .083 •
RACK C,!jNF CURAT IGN
:SCALE 1/2" - r
DOOR
'HEIGHT
I �1 -6 it
17 -0•
-0`
5/.
70 "
76 "
82" I
88 7
. P. 2 1 2 G•.. CAI V.
--.FEEL TRACK BRACKETS OR CLIPS.
DISTANCE: FROM .BOTTOM .OF..VERTICAL
TRACK - TO EACH-.BRACKET /CLIP IS:
10'` 2 t '; 38'` S0`'; . 63 ",
AND' (I'6 "H' & 8`07H DOORS ONLY). 1
,' 5 %16 `x1==.5/8 " - LAG SCREW "PER
`TRACK' BRACKET.
2-1/2"x12 GA. GALV. STEEL TRACK
BRACKETS FASTENED TO WOOD JAMB
WITH 5/16"x1-5/8" 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 Tj0`_EACH BRPROfltACKETI `'VYITH 1yFD TWO
1/4" DIA. (CIVETS.
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