47 NE 93 St (6)?'�' IERMIT APPLICATION FOR MIAMI SHORES VILLAGE
r,, -� : yam. x e Historically Designated: Yes No
, v 4:I.1i / 7'e7 T:2 a 6 '7y 3 Master PeriMt 0
>ir ✓ l� .-' t;' Phone :._y / ., r .
... j ' ',/:
./ ; •\ ; z c a 6� � . . Address , S d G `- ( / y ` / i
(1 i y+ t / ' SS# , Rizone 51
E" °y sr M: =` :Tw. V Competency 4 `'
Ins. C¢,". �d '-='!! 9'
A."e :^'1`_=JE ^S_ "JAz- % i Adthess
: o - T j Ccr a y (A. 7/ Add:ess
i` .C.. = uc . A / Address
CAL PLUM[ ENG MECHANICAL ROOFING PAVING FENCE SIGN
vio:aK :Ui1S at.T-T1 i � � : dam V i , ,6-
i
Estimated Cost (value) 7 �)
9l c 1 7 . N ' ' J aY. :.JT: azcazD A NOTICE OF Cc ° .NCEi N'I1 AND YOUR FAILURE "al) De SO NAY
r= a:^ :; PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER
0):3 ( ' AT:' c: i 1U ' :?c " ECOR'i YN YOUR NI TICE OF COMMENCEMENT.)
p?"ica tlat is Hereby mule to obt in a permit to do wor:c and installation as indicated above, and on the attached addendum (if applicable). I ces :ify that all v✓or`.c
::k oared to 172.W: t:112 standards of all 1a vs regulating construction in this jurisdiction. I understand that separate permits are required fc: ELEC 1: RECAL
J!1f ThE3, SIGNS, POOLS, RCO F ]N i &.a IWICHANIGAL WORK.
C'iINr1 Al AV r^ `y that all the foregoing information is accurate and that all w - ‘wil l / / done in compliance with all applicable laws re latfj
cons:ri;.etic:a End aa _:_ :...rf. -.. __o,e, I authorize the above- named contractor to do the w k slat e i.
S'. icture of ov r c, r ana) a 1
a
cs to GW::Z: �. ��.: vet o
,V. a uni on Exp j� - c
�-- 3. / / _. 7
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; � Ni. A ` ' a , y ,, 7 7277
, p� O
OF 17j:002
RADON
S: ? 1v
A ?P:3CVED:
C.C.F. NOTARY BOND
Tax Folio
Signature
/1
tractor or Owner- B�¢^
45-
No a.° to Contractor or Owner-Bulkier
r
My Commission Expires:
Ele:trical
TOTAL DU
Edo' J✓
/f /7 9 /
Dat^
11 :', ia' {I St Engineer
PRODUCT CONTROL N )TICE OF ACCEPTANCE
DAB Door Company, Inc.
12195 NW 98th Avenue
Hialeah Gardens FL 33016
CONTRACTOR ENFORCEMENT SECTION
(305) 375 -3966 FAX (305) 375 -29(18
PRODUCT CONTROL DIVISION
Your application for Product Approval of (3n5) 375 -29(e FAX (305) 372-6339
Sectional Residential Garage Door
under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and -
Types of Construction, and completely described in the plans, specifications and calculations as submitted by:
has been recommended for eeptanoe by the Building Code Compliance office to be used in Dade
County, Florida under the specific conditions set forth on pages 2 et. seq. and the Standard Conditions
on page 3.
Tais approval shall not be valid after the expiration date stated below. The Office of Code Compliance
reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for
quality control testing. If this product or material fails to perform in the approved manner, the Code
Compliance Office may revoke, modify, or suspend the use of such product or material inunediateiy. The
applicant shall re- evaluate this product or material should any ammendinents to the South Florida Building
Code be enacted affecting this product or material. The Building Code Compliance Office reserves the
the light to revoke this approval, if it is determined by the Building Code Compliance Office that this
product or material fails to meet the requirements of the South Florida Building Code. The expense of
such testing will be incurred by the manufacturer.
Acceptance No.:984901.10 (Revises No.: 98-0409.03)
This application for Product Approval has been reviewed by the Metropolitan Dade County Building
Code Compliance Department and apptvved by the Building Code Committee to be used in Dade
County, Florida under the conditions set forth above.,
Approved: 10(12/98
Raul Ro'' guez
Product Control Supervisor
THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL
CONDITIONS
UILDING CODE COMMITTEE
Expires:08 /1401
ternet mail ernes: postmastes-@knathweedeanikee.com
MIAMI DADE COUNTY. FLORIDA
METRO -DADE FLAGL. R BUILDING
BULLDINtt CB)M Coign. i uF(FICE
METRO -DADE FLAGLER BUILDING
140 WEST FLAGLER STREET. SUITE 1603
1l1IAMI. FLORIDA 33130 -1563
(305) 375 -3931 FAX +05) 375 -2908
CONTRACTOR LICENSING SECTION
(305) 375 -3537 FAX (305) 375 -2558
es anger,
Director
Building Code Compliance Dept.
Metrnrttyliv:trt Dade Count'
§11og'M1ieoa$t: httn:fiwww.QDaild ner et,naute.t m
dl Door Comnanv. Inc. ACCEPTANCE NO: 9S- 0901.10
APPROVED : OCT 2 2 19 O F
NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS
R. SCOPE •
Li This revises the Notice of Acceptance No. 98- 0409.03 which was issued on 08/1419S. It approves a Sectional
Steel Door 9 ft wide as described in Section 2 of this Notice of Acceptance. And it is designed to comply with
the South Florida Building Code, 1994 Edition for Miami -Dade Count (SFBCC) for the locations where the
pressure requirements, as determined by SFBC Chapter 23, do not exceed the design pressure rating values
indicated in the approved drawings.
2. PRODUCT DESCRIPTION
2.Il The DAB Sectional Door and its components shall be constructed in strict compliance with the Following
documents: Drawing No. 98 -01, titled "Sectional Residential Garage Door" prepared by Al- Farooq Corporation.
dated 01/30/98 with latest revision on 08/24/98. Sheet 1 to 2 of 2. It bears the Miami -Dade County Product
Control Approval stamp with the Notice of Acceptance number and approval date by Miam -Dade Product
Control Division. These documents shall hereinafter be referred to as the approved drawinus.
3. LIMITATIONS
3.1 Units with dimensions equal to or smaller than those shown on the approved drawings shall qualify under this
approval.
3.2 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 ASTN1 E-
8 by a Dade County Approved Laboratory selected and paid by the manufacturer. Every 3 months, 4 times a
year the manufacturer shall mail to this office a copy of the Test Reports with confirmation that the specimens
were selected from coils at the manufacturer's production facilities. And a notarized statemen: front the
manufacturer that only coils with a yield strength of34,000 PSI or more shall be used to make door panels for
Dade County under this Notice of Acceptance.
INSTALLATION
4.1 The Sectional Door and its components shall be constructed in strict compliance with the approved drawings.
4.2 The installation of this door does not require a Hu ricute Protection System
S. LABELING
5.1 Each door shall bear a permanent label with the manufacturer's name or logo. city. state and the Following
statement: 'Miami -Dade County Product Control Approved
6. BUILDING PERMIT
6.1 Building Permit shall be accompanied by copies of the following:
6.1.1 This Notice of Acceptance, including two copies of the approved drawings as identified in Section 2.
6.1.2 Any other document required by the Building Official or the SFBC in rder to properly evaluate the
installation of this system.
EXPIRES : _ 03/14/01 ®
Candido Font, PE. Sr. Product Control Examiner
Product Control Division
e 7% a U 81.... tf.. 11 o• ea
AJ.tflD ✓vv. .. sem v..... .
. r,'PPTANC'r id'�.• 9s_11g0i.10
. 00T 2 / Ig ®a
APPROVED
EXPIRES a 08/1.1/01
NOTICE OF ACCEPTANCE STANDARD CONDITIONS
R. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original
submitted documentation, including test supporting data, engineering documents, are no older than eight (S) years.
2. Any and all approved products shall be permanently labeled with the manufacturer's name, city. state. and the
following statement: - Miami -Dade County Product Control Approved ", or as specifically stated in the specific
conditions of this Acceptance.
3. Renewals of Acceptance will not be considered if:
a) There has been a change in the South Florida Building Code affecting-the of this product and the product
is not in compliance with the code changes;
b) The product is no Ionger the same product (identical) as the one originally approved;
c) if the Acceptance holder has not complied with all the requirements of this acceptance, including the correct
installation of the product
d) The engineer who originally prepared. signed and sealed the required documentation initially submitted is no longer
practicing the engineeringprofession.
4. Any revision or change in the traaterials, use, and/or manufacture of the product or process shall automatically be
cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a
revision application with appropriate fee) and granted by this office.
S. Any of the following shall also be grounds for removal of this Acceptance:
a) Unsatisfactory performance of this product or process.
b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purpose.
6. The Notice of Acceptance number preceded by the words Miami-Dade County, Florida, and followed by the
iration date may be displayed in advertising literauue. If any portion of the Notice of Acceptance is displayed,
then it shall be done in its entirety.
7. A copy of this Acceptance as well as approved drawings and other documents. where it applies. shall be provided to
the user by the manufacturer or its distributors and shall be available for inspection at the job sire at all time. The
engineer need not reseal the copies.
S. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance.
9. This Notice of Acceptance consists of pages 10 2 and this last page 3.
Candido Font. PE. Sr. Product Control Examiner
Product Control Division
END OF THIS ACCEPTANCE
-3-
GENERAL NOTES
9 To ,4 S7RUCTURE IS DESIGNED AS PER THE SOUTH FLORIDA
+ au:. ,Ntic cm: 1394 EDITION FOR UAOE COUNTY. ALSO FOR Wi
LC AS AS PER ASCE 2 -88 USING COE RESPUNOM LOADS.
�. ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON 0[Ts LS.
4 .ICHOR EM8EOMENT TO EASE MATER:AL S *u s 3Eywic WALL
6RESSING OR STUCCO.
3 ALL ROLTS. NUTS AND VAS) E SHALL SE INC PlAv 1 DEL.
4 ANC' ARING OR LOADING CONO3TIoNS OTHER 1 £R'2 MOSE SIFIGNPA
THE'.E DETAILS ARE NOT PART OF THIS APPROVVAL.
STEEL TRACK BRACKET FASTFNED
TO W000 .JAMB WITH—
ONE 5/16" X 1 /S LAU SCREW
SOUTHERN PINE
055 S.C.
1 3 CA STEEL TRACK BRACKETS
SEE SHEET 2 FOR SPACING
14 CA. GALV STEM TRACK(
FA�0 TO TRA0 PLATES
W/ 1 /4-20 x 5/8° r.usS o-0.
SLOTTED M.S. & 1,0cEt NUT
OPT2GNAL STOP I4OULDING
8Y 000R INSTALLER
® a
0
CUTSWE DLE
7/15 PUSHNUT
CENTER STILE
OUTSIDE KEYED LOCK
LOCK BAR LOCKING SHOWN
14 X 1 /2 Sleds
4 PER HINGE
LOCK BAR GUIDES
INSTALLED ON END STILE
LOCK BAR
ENGAGES IN TRACK
ON EACH SIDE OF 000R
7 X 7 GALV. AIRCRAFT TYPE
CABLE do NICO — PRESS SLEEVE
W/ IA1N. 5 TO 1 SAFETY FACTOR
34 CA. C14.LV. STEEL
ERB ROLLER xttiCE
tJ/ (4) J 94 tt 1/2 SIAS
LOCK
� 2 /DO=
14 GA. GAt e. STEEL
CENTER NINGE
5ECTION 6—.N1
1 14 X 5/8 S.M.S.
2/ N :N1'E
1/2° x 1 -3/4° X 1/18" VENT. ALUM TUBE
GLUED TO PANEL AND SECURED TO
END STILE WITH 3/16 POP RIVETS ® 12" 0.C.
1 -7/8 X 2 -5/8 X 18 GA. STEEL
CENTER STILE
:1
11
1,
1:
ROLLER
LL \.___'2 GA.
',TEEL
/
-UM
SPRING LOADED SLIDE B0L I )CK (901:4 SIDES)
FASTENED w/ (4) y 14 X 5,, 3" S.M.S
9/8 VIN. LOCK ENGAGEVZI'J* CONFORMS TO
SFBC 3603.2 REGARDING • ;AR.•.GE 00
P. )P R
OPTIONAL VENT
MAXIMUM OPENING AREA
30 SO. IN.
3/4 X 2-1/2 X 18 GA STEEL
ENO STILE
9/13 NILTI SLEEVE ANCHORS OR EDUAL
1 .-.1/2 .. MIN. EMBED INTO MASONRY
1 PER BRACKET
LtA... DOOR WIDTH
9 . 00 °
INSIDE ELEVATION
SED PANEL EMBOSSED DOOR
0• p
DAB DOOR MODEL 824
MAX. SIZE 9 WIDE X 16'-0' HIGH
a
DESIGN PRESSURE RATING = + 53.0 PSF
— 60.0 PSF
Nis ORawwG 1$ PROPERTY OF are coons I NC
COPYMGHT 1998. TR*OELTARic PROTECTED
CO NOT REPRODUCE WITHOUT WRMEN CONSENT.
Engr. OR kt,illiAYt5Rr FAR000
sT ;uta
FL pgr 16557
•
PATENT PENDING
A3 er.IIIM vinv i
", 141 1' = A% Mt
/-1—
cT CONTROL 0WS
'
cqfflasti '1fF ICE
-D�•��
(sheet 1 of 2 _J
6 -6" 2 t . .512 SE.IIT b1S 2*_
6 ! SECTION 18' 3 SECTIONS 21'
_ 7
°y . -
7 ' -6"
• SECTIONS_2?∎
—
1 5 SECTIONS 18 -
7' -9' _ • stcm'.s 18"11 scam 21.
5'
,3 SEams 15 SECTIONS 21
2 WETOrS 18" 3 SECTIONS 21
8'- 3" _ -
8' -6" 1 SECT 18 "1• SECTIONS 21
8' -9 .5 SECTIONS 2 -
9'
SECTIONS T8' -
5 MCTOIS 18'11 SECTION 21' _.
9'- 3 _
9' -6" • SECTIONS 15'12 SECTIONS 21"
9.-9. 3 SECTX•TS 1813 SECTIONS 21"
10' SECTIONS 1314 SECTIONS 21'
I0' -3- 1 scum 15' 15 SECTIONS 21
10'-6' 5 SECTfDi5 21 -
10' - s szcra1S 18" 1 SECT»+ 21
1 I' s SECTIONS 18 SECTIONS 71'
11'-r SECTIONS 18'13 SECTION' 21'
il' - 6° l3 SECTIONS 18 "14 SECT1O'S 21
11 ' - 9' 12 IDI.'S 181s -CnONS 21'
17'_ 1 SECT46 15"15 s£CTIONS 21
1 2'-3" 7 =Times 71'1-
12'-r 8 SECT( NS W12 SECTIONS 71
12'-9" 5 SECT1oNs 18"13 SECOOTS 21r
13'
♦ 5EcT 15 18 -1• SECTIONS 2 121"
13' -
3 SECru6 1815 MCTTOUS 21'
13' -6"
2 SEcTf0N5 15'15 SECTION'' 7T
' 3*-9
1 SECTDd in- 17 SECTIONS 21'
I• . 4
SECTIONS 21' -
1 •' -3 _
S =2088 18" 3 SECTIONS 21
14 * -5" 15 sTroeNS i e'l4 grams 211
1• - %Lin : 13 "15 SECTION? "
15' 13 SECTX015 T 7" 6 71'
15 ' - 3 12 SECTIONS 18" 17 SECTIONS 21"
15' -6 11 CTICIN le" 13 SECTIONS 21
1S' -9 19 SECTIONS 211-
IV 16 SECTIONS 18'14 M3arS 21"
GENERAL NOTES
9 To ,4 S7RUCTURE IS DESIGNED AS PER THE SOUTH FLORIDA
+ au:. ,Ntic cm: 1394 EDITION FOR UAOE COUNTY. ALSO FOR Wi
LC AS AS PER ASCE 2 -88 USING COE RESPUNOM LOADS.
�. ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON 0[Ts LS.
4 .ICHOR EM8EOMENT TO EASE MATER:AL S *u s 3Eywic WALL
6RESSING OR STUCCO.
3 ALL ROLTS. NUTS AND VAS) E SHALL SE INC PlAv 1 DEL.
4 ANC' ARING OR LOADING CONO3TIoNS OTHER 1 £R'2 MOSE SIFIGNPA
THE'.E DETAILS ARE NOT PART OF THIS APPROVVAL.
STEEL TRACK BRACKET FASTFNED
TO W000 .JAMB WITH—
ONE 5/16" X 1 /S LAU SCREW
SOUTHERN PINE
055 S.C.
1 3 CA STEEL TRACK BRACKETS
SEE SHEET 2 FOR SPACING
14 CA. GALV STEM TRACK(
FA�0 TO TRA0 PLATES
W/ 1 /4-20 x 5/8° r.usS o-0.
SLOTTED M.S. & 1,0cEt NUT
OPT2GNAL STOP I4OULDING
8Y 000R INSTALLER
® a
0
CUTSWE DLE
7/15 PUSHNUT
CENTER STILE
OUTSIDE KEYED LOCK
LOCK BAR LOCKING SHOWN
14 X 1 /2 Sleds
4 PER HINGE
LOCK BAR GUIDES
INSTALLED ON END STILE
LOCK BAR
ENGAGES IN TRACK
ON EACH SIDE OF 000R
7 X 7 GALV. AIRCRAFT TYPE
CABLE do NICO — PRESS SLEEVE
W/ IA1N. 5 TO 1 SAFETY FACTOR
34 CA. C14.LV. STEEL
ERB ROLLER xttiCE
tJ/ (4) J 94 tt 1/2 SIAS
LOCK
� 2 /DO=
14 GA. GAt e. STEEL
CENTER NINGE
5ECTION 6—.N1
1 14 X 5/8 S.M.S.
2/ N :N1'E
1/2° x 1 -3/4° X 1/18" VENT. ALUM TUBE
GLUED TO PANEL AND SECURED TO
END STILE WITH 3/16 POP RIVETS ® 12" 0.C.
1 -7/8 X 2 -5/8 X 18 GA. STEEL
CENTER STILE
:1
11
1,
1:
ROLLER
LL \.___'2 GA.
',TEEL
/
-UM
SPRING LOADED SLIDE B0L I )CK (901:4 SIDES)
FASTENED w/ (4) y 14 X 5,, 3" S.M.S
9/8 VIN. LOCK ENGAGEVZI'J* CONFORMS TO
SFBC 3603.2 REGARDING • ;AR.•.GE 00
P. )P R
OPTIONAL VENT
MAXIMUM OPENING AREA
30 SO. IN.
3/4 X 2-1/2 X 18 GA STEEL
ENO STILE
9/13 NILTI SLEEVE ANCHORS OR EDUAL
1 .-.1/2 .. MIN. EMBED INTO MASONRY
1 PER BRACKET
LtA... DOOR WIDTH
9 . 00 °
INSIDE ELEVATION
SED PANEL EMBOSSED DOOR
0• p
DAB DOOR MODEL 824
MAX. SIZE 9 WIDE X 16'-0' HIGH
a
DESIGN PRESSURE RATING = + 53.0 PSF
— 60.0 PSF
Nis ORawwG 1$ PROPERTY OF are coons I NC
COPYMGHT 1998. TR*OELTARic PROTECTED
CO NOT REPRODUCE WITHOUT WRMEN CONSENT.
Engr. OR kt,illiAYt5Rr FAR000
sT ;uta
FL pgr 16557
•
PATENT PENDING
A3 er.IIIM vinv i
", 141 1' = A% Mt
/-1—
cT CONTROL 0WS
'
cqfflasti '1fF ICE
-D�•��
(sheet 1 of 2 _J
ODOR
Fi Gs
• SECTION •Ef0HTS
1STI2N0ISR0I4TH 15TH
d 13 18" N/A
21110" 15" 21" N/A
21" 21" 21 21" N/A
1" 11 -3/4" 23"
1" 11 -3/4" 23
11-3/4" 23
78 -1/4"
78 -1/4
78-1/4"
eRACILET PLACEMENTS
34 85 28 57
34" 4 °" 56" 67"
34 45 56" 57
j4- 45" 56" 67°
34.. . 56" 67
34" 45" 56" 67
HORIZONTAL REINFORCEMENT
1/2" X 1 - -3/4" X 1/16 ALUM TUBE
GLUED TO PANEL AND FASTENED TO
VERTICAL STILES W1TH
(2) 3/16" POP RIVETS
HORIZONTAL REINFORCEMENT
1/2" X 1 -3/4" x 1/16" ALUM TUBE
CUT TO MISS RIB
GLUED TO PANEL AND FASTENED TO
VERTICAL STILES WITH
(2) 3/16" POP RIVETS
21 PANEL
POP 13v TS 14 ;A. CALV. STEEL ADJUS"
SLIDE FASTENED TO @RACttt:T
wx/ 5/16. '8 X 3 /4" )EX 4EAD
zz '
M. SCREWS a ivUYS.
12 CA. GALV. STEEL
TOP ROLLI;I-3 ®RACKET (DOUBLE)
FASTENED W/ (6) () 14 a 5/8" S•M S.
18 CA. X 2 -1/4 X 2" GALV. STEEL U.BAR
INFORCING 'PUSS CE••1ER OF TOP SECTION
T RUSS FASTZNEO TO ALL .ERTICAL STILES
W/ TWO # 14 X 5/8" S.M.S.
7/16" OIA X 3 -3/4 ROLLER SHAFT
OPTIONAL
EPS- EXPANDED POLYSTYRENE INSULATION
OY APACHE PRODUCTS CO.
DENSITY = 1.07 PCF
N.O.A. i 9€3- 0409.04
14 GA. GALV. STEEL
ROLLER HINGES FASTENED
W/ (4) # 14 X 5/8" SMS
MIN. 24 GA ROLL FORMED STEEL PANEL
DRAWING OUALRY G -40
RUIN. YIELD STRENGTH m 34 KSI
WITH PRIMER AND BAKED - ON
POLYSTER PAINTED TOP COAT
APPLIED TO BOTH SIDES OF STEEL
18 GA. X 2-1/4" X 2 CALV. STEEL U.BAR
REINFORCING TRUSS ® BOTTOM OF BOTTOM SECTION
TRUSS FASTENED TO ALL VERTICAL STILES
W/ TWO g 14 X 5/8 S.M.S.
12 GA. GALV. STEEL
BOTTOts4 BRACKET FASTENED
w/ (4) g 14 X 5/8 5MS
BOTTOM SEAL
.039 ALUM PLATE
esb (2) 1/6 X 1" 5.M.5.
A.2D PL;7 ER 1 EATE-1ERSTR1PP:XG
FLAPS BENT OVER PANEL
1/2" PUNCHED HOLES
@ 4" 0.C.
°-- SECTIONS ARE h::JMBERED STARTING AT THE BOTTOM
rOF: DOORS MORE THAN 0 rr. fAICH USE ADDITIONAL TOP BRACKETS AT 10" O.C.
5/15` X 1 -5/8" LAG SCREWS INTO W000 OR
5/16" SLEEVE ANChCRS WITH 1-1/4" EMBED INTO MASONRY
3 PER BRACKET
24 CA. STEEL PANEL -
ENO STILE
2-1/2" X 4-1/4" X 13 GA. STEEL PLATES
WELDED TO 1 :< 1 X 14 GA. ANGLE
1141S DRAWING IS PROPERTY OF DAB DOORS INC.
COM 1998, TRADEMARK PROTECTED
D8 NOT REPRODUCE WTO4OUT WRITTEN CONSENT.
PATENT PENDING
TRACK CONFIGURATION
RIZ. TRACK LENGTH OPENING HEIGHT PLUS
CAST ALUM.
CABLE DRUM
14 GA. GALV. STEEL TRACK
C 2. TRACI SUPPORT
WOOD FRAME BUILDINGS
STUD
B NOT A L ESS O THAN (3) OPENING FRAMED
x4 PRESSURE TREATED GRADE 2
OR BETTER WOOD STUDS.
STUD WALLS TO BE CONT. FROM FOoiraiIG TO TIE BEAM,
WOOD BUCK CONNECTION TO MASONRY
TRACK SHALL BE SECURED wm4 TRACK BRACKETS TO
PRESSURE TREATED 2X6 WOOD .LIMBS WHICH SHALL
BE ANCHORED TO GROUTED REINFORCED MASONRY
BLOCK WALL OR CONC. COLUMN W/ 1/4" TAPCONS
WITH 1 -3/4" EMBED AND A SPACING OF 10" 0.C.
OR 3/3" DIA. HILTI SLEEVE ANCHORS, 1 -3/4' MtN.
EM8ED AN A SPACING 12' O.C.
THE BLO WALL CE OF SHALL BE GROUT FILLED AND
REINFORCED WITH FOUR / 5 BARS EXTENDING INTO
FOOTING AND INTO TIE BEAMS. ALL BARS SHALL BE
CONTINUOUS FROM TIE BEAMS TO FOOTING.
PREPARATION OF JAMBS BY OTHERS
2° X 3 -1/2" X 12 GA. TFAC(
2 -3/16" HIGH
CONNECTED TO TRACK wrn4 ONE
1/4" BOLTS & MTS.
9
a
&FRO f S G`MPLYINC 'W TH THE
aS1R1 ar IoR 61D:.W iG 7E p
PRODUCT CONTROL DIV:S.Cit
°t CCCE CO.APL!. NCE cFTICi
640. V°PLOt • t 0
1 LI
0
g
CD CK
t
0
0
r7
Lkd
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rn0
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drawing no.
98 — '®1
st1°et 2 of 2