HomeMy WebLinkAboutSUBMITTED PAPERSDATE: RECEIPT: PERMIT NUMBER:
PLANNING & DEVELOPMENT SERVICES DEPARTMENT
BUILDING & CODE REGULATIONS DIVISION
j 2300 Virginia Avenue
® Fort(772) 462-15 3982 S�8y p
N FOR REPLACEMENT OF St.
WINDOWS SKYLIGHTSAPPLICATI, SWING WING DOORS SLIDING GLASS DOORS Lucie County
& OVERHEAD GARAGE DOORS
1. LOCATION/SITE ADDRESS: N12 E (ai-onctt AVe Porj Sf 4ae{2 3y95z
2. PARCEL ID NUMBER: 3 y I9 - 510 - 0l ZS -
3. DESCRIPTION OF PROJECTOR WORK ACTIVITY: ' M hy%s�a \1 I I Lce For l I kC as a GP
�c10�
4. TYPE OF STRUCTURE: SFR ✓ MOBILE HOME OTHER
5. OWNERS INFORMATION
Name: Lu.iso. d- Emonuet Ben i%oke
Address: 57/$ Custis millQond Qd
City: West Porno State: VA
Zip: 23181 Phone: 1iO4-246-1984
Email: N/A
6. CONTRACTOR'S INFORMATION
FL Reg/Cert #: �J U
County Cert #• groloo
Business Name: �ht`A r4, n4`yS(►!�
Phone Number. 11N-i"I'T- nn
Email: WA
&&. ?ted&.+'
VO'j Se a'
COMPONENT.I[D:..
PRODUCT DESIGN. PRESSURE
:PRODUCT APPROVAL #
WINDOWS
SKYLIGHTS
SLIDING GLASS DOOR: .
SWING DOOR
MULLIONS
OVERHEAD GARAGE DOOR
7&5 - O
I NOA No. /2-0110.06
[] Attach 2 copies of the Product Approval with details to the product being used.
VALUE OF CONSTRUCTION: $
FEES DUE:
OWNERS AFFIDAVIT: I certify that all of the information contained in this application is correct and that all work will be done in
compliance with all applicable laws regulating constructio d zoning.
Gieotae S1n au 1zjW
PRINT OWSER OR CONTRACTOR/QUALIFIER NAME SIGNATURE OF O R OR CO CTOR/QUALIFIER
STATE OF FLORIDA, COUNTY OF
ACKNOWLEDGE BEFORE ME THIS � DAY OF 7u 1y , 20 1-3, BY 6eo r4Q
WHO IS ?FRSONALLY KNOWN TO ME OR WHO HAS PRODUCED AS IDENTIFICATION.
O ShalAt\n4 La4-e5 ��;a_�P�a,,� SHAUNNAWTES
SIGNATURE OF NOTARY TYPE OR PRINT NAME OF NOTARY =�°'
*. MY COh9MISS "4 �# EE 145303
EXPIRES: November 14, 2015
TITLE: NOTARY PUBLIC COMMISSION NUMBER % r ••b Bonded Thni Notary Public Underwriters
_NOTICE TO OWNER: FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS
`v TO,, YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING
YOUR NOTICE OF COMMENCEMENT.
Xi 50160'`�
MIAMNDiADE
MIAMI-DADE COUNTY
6 UCT CONTROL SECTION
DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805,SWti26 Street, Room 208 .
AFFAIRS (PERA) ' orida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T (786) 313;2590 F (786) 3 (5-2599
NOTICE OF ACCEPTANCE (NOA) w81Y•miairiii a goy/oers/
DAB Door Company, Inc. Ak
12195 NW 98* Avenue
Hialeah Gardens, FL 33018:,
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 PERA -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. PERA
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, including the High Velocity Hurricane Zone.
DESCRIPTION: 91- 4" Wide x 16' High Steel Sectional Garage Door w/ Window Lite Option
APPROVAL DOCUMENT: Drawing No. 01-09, titled "Sectional Garage Door", dated 02/01/2001, with
last revision F dated 10/1312011, sheets I through 5 of 5, prepared by Al-Farooq Corporation, signed and
sealed by Javad Ahmad, 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 Section.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
LABELING: A permanent label with the manufacturer's name or logo, manufacturing address, 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 hack,
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 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 revises NOA # 11-0119.21 and consists of this page 1 and evidence pages E-1 and E-2, as well as
approval document mentioned above.
The submitted documentation was reviewed by Carlos M. Utrera, P.E.
NOA No.12-0110.06
rtutnaaEcouwn �' Expiration Date: August 9, 2016
' ' Approval Date: March 1, 2012
02�/f O l7r Page 1
2 1
DAB Door Connnany, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. 01-09, titled "Sectional Garage Door", dated 02/01/2001, with last
revision F dated 10/13/2011, sheets 1 through 5 of 5,.prepared by Al-Farooq
Corporation, signed and sealed by Javad Ahmad, P.E.
B. TESTS "Submitted under NOA # 09-0128.04"
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 2411 3.2.1, TAS 202-94
along with marked -up drawings and installation diagram of a DAB 824 24 GA
Sectional Garage Door with Fixed Windows, prepared by Hurricane Engineering &
Testing, Inc, Test Reports No. HETI-08-2149AB, dated 06/27/2008, signed and
sealed by Candido F. Font, P.E.
"Submitted under NOA # 09-0128.04"
2. Test report of Tensile Test per ASTM E 8, Report No. HETI 08-T182, prepared by
Hurricane Engineering & Testing, Inc., dated 12/23/2008, signed and sealed by
Candido F. Font, P.E.
"Submitted under NOA # 03-0210. 04"
3. Test report on Salt Spray (Corrosion) Test per ASTM B 117 of a painted G-40 steel
panels, prepared by Celotex Corporation, Test Report No. 258592, dated 08/17/1998,
signed by W. A. Jackson, P.E.
C. CALCULATIONS "Submitted under NOA # 09-0128.04"
1. Anchor verification calculations prepared by Al-Farooq Corporation, complying with
F.B.0 2007, dated 12/19/08, signed and sealed by Humayoun Farooq, P.E.
D. QUALITY ASSURANCE
1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA)
02 2/ ZoIY
Cfirlos M. Ifirera, P.E.
Product Control Examiner
NOA No.12-0110.06
Expiration Date: August 9, 2016
Approval Date: March 1, 2012
E-1
DAB Door Comuany. Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
E. MATERIAL CERTIFICATIONS
1. Nonce of Acceptance No. 08-0305.02, issued to SABIC Innovative Plastics, for their
Lexan Sheet Products, approved on 04/24/2008 and expiring on 07/17/2013.
2. Notice of Acceptance No. 07-1016.07, issued to Insulfoam, LLC, for their
Insulfoam Expanded Polystyrene Insulation, approved on 11/29/2007 and expiring on
11/29/2012.
3. Notice of Acceptance No. 07-1107.08, issued to Dyplast Products, LLC, for their
Expanded Polystyrene Block Type Insulation, approved on 04/26/2007 and expiring
on 08/27/2008.
4. Notice of Acceptance No. 07-0301.10, issued to Dyplast Products, LLC, for their
Dyplast ISO-Cl Polyisocyanurate Insulation, approved on 06/07/2007 and expiring on
01/11/2012.
"Submided under NOA # 05-0228.02"
5. Test Report on Accelerated Weathering Using Xenon Arc Light Apparatus Test per
ASTM G155 of "PVC Extrusion Material", prepared by Hurricane Engineering &
Testing, Inc., Report No. HETI 04-A002, dated 09/27/2004, signed and sealed by
Rafael E. Droz-Seda, P.E.
6. Test Reports on Tensile Test per ASTM D638 of "PVC Extrusion Material", prepared
by Hurricane Engineering & Testing Inc., Report No. HETI 04-T251, dated
11/29/2004 signed and sealed by I. Ghia, P.E.
7. Test Report on Self -Ignition Temperature Test, Rate of Burn Test and Smoke Density
Test of "REHAU non -foam PVC extrusion material", prepared by ETC Laboratories,
Report No. 04-761-15019.0, dated 05/06/2004, signed and sealed by J. L. Doldan, P.E.
F. STATEMENTS
1. Statement letter of code conformance to 2010 FBC and no financial interest, issued by
Al-Farooq Corporation, dated 10/26/2011, signed and sealed by Javad Ahmad, P.E.
Carlos M. Utrera, P.E.
Product Control Examiner
NOA No. 12-0110.06
Expiration Date: August 9, 2016
E -2 Approval Date: March 1, 2012
OODR HBOHT
CONSISTS OF
6'-6•
2 SECTIONS 18'
2 SEC80NS 21"
t SECTION 18°
S SECTIONS 21'
7•
4 SECTIONS 21'
-
Y-8'
5 SECTIONS 18'
-
7'-9'
4 SECTIONS IS'
1 SECTION 21'
6'
3 SECTIONS 18"
2 SECTIONS 21"
W-3'
2 SECTIONS 18'
J SECTIONS 21'
8•-W
1 SECTION 18,
4 SECTIONS 21'
W-9"
5 SECTIONS 21'
-
B'
6 SECTIONS IS"
-
9'-3'
S SECTIONS 18'
1 SECnoN 21'
SECTIONS 18"
2 SECTIONS 21"
9'-S-
13 SECTIONS 18'
3 SECTIONS 21"
I(Y
12 SECTIONS IS-
4 SECTIONS 21-
IV-3"
—TO
1 SECTION 18•
6 SECTIONS 21'
-8"
f SECTIONS 21•
-
10'-9'
6 SECTIONS 18'
1 SECTION 21'
11'
S SECTIONS 18"
2 SECTIONS 21"
*SECTIONS 18'
3 SECTIONS 21'
SECTIONS 18'
4 SECTIONS 21'
SECTIONS 18'
S SECTIONS 21.
12'
1 SECTIONS 18.
8 SECTIONS 21'
SECTIONS 21'
-
12'-6'
8 SECTIONS 18
2 SECTIONS 21'
12'-9•
5 SECTIONS 18.
3 SECTIONS 21'
1J'
4 SECTIONS 18'
4 SECTIONS 21-
13'-J'
3 SECTIONS 18'
5 SECTIONS 21'
13'-6"
2 SECTIONS 10'
6 SECTIONS 21'
13•-9
1 SECTION 18•
7 SECTIONS 21'
14'
8 sEcnoNs 21"
-
14'-3'
6 SECTIONS 18"
3 SECTIONS 211
1 V-6'
5 SECTIONS 18.
4 SECTIONS 21'
14'-9'
4 SECTIONS IS'
5 SECTIONS 21'
15'
3 SECTIONS. IS'
8 SECTIONS 21'
151-3'
2 SECTIONS 18.
7 SECTIONS 21'
15'-6•
1 SECTION 18'
8 SECTIONS 21'
15'-9•
9 SECTIONS 21'
-
15'
6 SECTIONSSECTIONS
21•
7-1/2' X 3" X .071' GALV. STEEL
END ROLLER HINGE
W/ (6) S 14 X 5/8• SMS
m
Et
0 1
071" X 7-1 2'
CENTER/
GALV. STEEL
m (4) #14GX 1/2• SMS
2% DOOR
Yr—I' W X .15' THK. LATCH
SPRING LOADED SLIDE BOLT LOCK (BOTH SIDES)
FASTENED W/ (4) $ 14 X 1/2' S.M.S.
5/8" MIN. LOCK ENGAGEMENT CONFORMS TO
8C 1012 REGARDING GARAGE DOI�
158 DOA. GALV. AIRCRAFT T1PE
W MINE 5 TO CIO �ETY FACT fl
6"X3"X01 1
STEEL PLATE Ll
WITH (2) §14 X 5/8' SMS J o
BRACKET BRACKET
STD. LIFT DOOR LOW HEADROOM
DOOR OPTION
7-7/8' X 3-1/8" X .010"
CENTER STILE STEEL PLATE
WITH (4) #14 X 3/4" SOS
OUTSIDE
HANDLE END STILE
TOP FIXTURE 5-1/2' X 2-3/4" X 0.1"
STEEL PLATE WITH ONE 5/16-18 MS W/ NUT
FASTENED TO END STILE WITH
OPTIONAL ODOR VIEWER
(8) /14 X 3/4' SELF DRILLING SCREWS TO BE INSTALLED AT
CENTER STILE
CENTER STILE
I- + A
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1
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J
II)I
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-
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N
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OPTIONAL VENT
L — A
(3) 5' WIDE AT 7" O.C. MAX.
OPENING AREA NOT TO EXCEED
OPTIONAL FLUSH FACE
120 SQ. IN.
COLONIAL DESIGN
WOOD GRAIN DESIGN
MAX. DOOR WIDTH
9--4-
INSIDE ELEVATION
RAISED PANEL EMBOSSED DOOR
/�6/ ; I
DAB DOOR MODEL 824
LOCK BAR GUIDES'7I{,�
INSTALLED ON END STILE
WITH (4) J14 X 5/8' SMS
i 18T X .6W LOCK BAR
TRACK
ON EACH IN
OFF DOOR j - °� GENERAL NOTES
OUTSIDE KEYED LOCK Il I. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE
REQUIREMENTS OF THE FLORIN BUILDING CODE 2010 EDITION INCLUDING
LOCK BAR LOCKING SHOWN ~NfCIi�jTF�OC1LYfURRICANE_ZONE_ .._s.+�'tr-,.._.
ALTERNATE TO LOCKS SHOWN ABOVE 2. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS.
ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL
DRESSING OR STUCCO.
3. ALL BOLTS, NUTS AND WASHERS SHALL BE ZINC PLATED CARBON STEEL
4. ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN
THESE DETAILS ARE NOT PART OF THIS APPROVAL
5. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLT.
MAX. SIZE 9'-4" WIDE X 16'-0" HIGH
It DESIGbL PRESSURE RATING = + 50.0 PSF
— 60.0 PSF
THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT
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al
FOR CONNECTION OF WOOD SICK
TO MASONRY SEE NOTE ON SHEET 4
SOUTHERN PINE
0.55 S.G. , EO DST.' ..
I 1 1/2' MIN.
1-3/16'
1.9" X 2.19" X 3.3' X .102'
STEEL TRACK BRACKETS
r SEE SHEET 3 FOR SPACING
.024° STL. PANEL
OUTSIDE OF DOD
�s
TRACK BRACKET FASTENED
SOLID BRASS DOOR VI W R
X) TH
'
13Y 'SCHLAGE SECURITY HARDWARE'
5/ LAAG SCREW
TM — FADE
INSTALLED IN 9/16" DIA. HOLES IN CENTER STILE
:R BRACK
POSITIONED AT EYE LEVEL
_ OPTIONAL STOP MOULDING
BY DOOR INSTALLER
/14 X 5/8" SMS
6 PER HINGE 30D STILE.XCONNECT TOIPANELS TWTH
1/2" X 1-3/4' X .059' FORMED STEEL FLAPS AND 3/16' ALUM RIVETS
GUJE0 TO PANEL AND SECURED TO SEE DETAIL ABOVE
END STILE WITH 3/16" POP RIVETS 0 12" O.C.
1-7/8' X 2-5/8' X .045' STEEL
CENTER STILE. GLUED AND RNETEO
TO PANEL W/ (4) 3/18' RIVETS
POP RIVETS
7�
�14 x 5/B" S.M.S. r/ \
1 4/ HINGE
7-1/2' X .050' GALV. STEEL J
2-1/8" X 1' X .078' CENTER HINGE
GALV. STEEL TRACK SECTION B-B
FASTENED TO TRACK PLATEST 7/18" PUSHNUi
W/ 1/4-20 X 5/8' TRUSS NO. INSTALLED ON ROLLER SHAFT
LOTTEO M.S. & LOCK NUT
INTERIOR SIDE
EDGE
DISTANCE-"
' �s o-
7-1/2" X 3" X .071 J \
END ROLLER HUGE
1.82" OIA. X .50'
NYLON/STEEL ROLLERS
W/ .44 CIA X 4-1/4' STEM
2
3/'
FLAPS BENT OVER
1/2' PUNCHED
-END STILE
Of
00
ANCHORS:
0
0
A) T/1 DU POWER -BUT BY a '
M
2' MR1. EMBED INTO CONCRETE
CW7
1-7/8" MIN. EDGE DISTANCE
8) 3/9'. • HLC SLEEVEBY 'HI TI'
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1-1/4" MIN. EMBED INTO CONCRETE OR FILLED BLOCK
1-5/8" MIN. EDGE DISTANCE
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INTO CONCRETE
4' MIN. EDGE DISTANCE INTO FILLED BLOCK
U 0
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CONCRETE f o - 3000 PSI MIN.
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OUT
C-BO GROUT FILLED BLOCK f'm - 2GD0 PSI MIN.
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ANCHOR TYPE A OR B
(il PER BRACKET
�E SHEET 3 FOR BRACKET SPACING
SS BOLT & NUT
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AN.170592538
DION,
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clQantd drawing no.
01-09
she0t 2 of 5
lPOP RIVETS
2' _ f/// 2-3/4' X 5-1/2" X 3' X .104" 5/18' X 1-5/8' LAG SCREWS INTO WOOD OR
V. STEEL
WITH 1-1/45/16' SLEEVE ANCHORS
EMBED INTO M/SONRY 1
TOP ROLLER BRACKET (DOUBLE)
FASTENED W/ (6) 11 14 X 5/8" S.MS. _ 3 PER BRACKET
090 THK. GALV. STEEL ADJUSTABLE
SLIDE FASTENED TO BRACKET 2-1/2" X 4-1/4" X 13 GA. STEEL PLATES
W/ 5/16-18 X 3/4" HEX HEAD - - WELDED TO 1-1/2" X 1-1/2" X 14 GA. ANGLE
SCREWS & NUTS. FASTENED TO TRACK
WITH (4) 1/4-20 SS. BOLT & NUTS
HORIZONTAL REINFORCEMENT
1/2' X 1-3/4" X .059" FORMED STEEL
CLUED TO PANEL AND FASTENED TO
VERTICAL STILES WITH
(2) 3/16" POP RIVETS 2" X 5-1/2' X .104"
FASTENED W 4)O14X6 STEEL
B/ESFOR LOW HEADROOM DOOR OPTION
HORIZONTAL REINFORCEMENT
1/2" X 1-3/4' X .059' FORMED STEEL
GLUED TO PANEL AND FASTENED TO
VERTICAL STILTS WITH
(2) 3/18" POP RIVETS
�5/16" MEETING RIB 7--
1.82' DIA. X .50" ROLLERS
W/ .44 DIA. X 4-1/4" STEM
OPTIONAL INSULATIONS:
EPS-EXPANDED POLYSTYRENE
DENSITY - 1.05 PCF
N.O.A. /07-1107.08
OR
ISO-25 POLY-ISOCYANURATE
DENSITY - 2.0 PCF
NN.OA /07-0301.10
DENSITY - 0.92 PCF
N.O.A. #07-1016.07
m
GALV. STEEL
HINGES FASTENED
#14 X 5/8' SMS
MIN..024' ROLL FORMED STEEL PANEL
DRAWING QUALITY C-40
MIN. YIELD STRENGTH - 34 KSI
WITH PRIMER AND BAKED -ON
POLYSTER PAINTED TOP COAT
APPLIED TO' BOTH SIDES OF STEEL
HORTL. TRACK SU
CENTER SUPPORT READ. ON
EX19EEDING 8 FT. IN
II
A J
TRACK LENGTH = OPENING HEIGHT PLUS
4 GA GALV. STEEL TRACK
2 X 2 X 1/8" HORIZ. ANGLE
SPOT WELDED TO HORIZ. TRACK
WITH TWO WELDS AT 1-1/2' APART
FIRST AT 3" O.C.
REST AT 9" O.C.
CONNECTED TO FLAG BRACKET ANGLE
W/ 3/8-16 X 3/4" BOLT &NUT
AND TO SPRING STWTT GUIDE WITH
(2) 1/4-20 X 6/8' BOLT & NUT
VERTICAL TRACK
2-1/6" X 1" X .080"
SECTION A -A
DOORK21r"21
ON HEIGHTS
BRACKET PLACEMENTS
HEIGHT3RD
4TH
5TH
81
82
03
E14
EIS
86
B7
BB
B'-0"
IS'
IS"
N A
1'
11-3/4"
23"
34'
45'
56"
67"
-
W-8"
18'
21"
N/A
1'
11-3/4'
23"
34"
45'
56'
67'
-
7'-0'
21"
21"
N A
1'
11-3/4"
23'
34"
45"
56'
67'
-
7'-8"
18"
18"
18
18"
18"
1"
11-3/4"
23'
34'
45"
58'
IS7"
78-1/4"
8"-0'
21"
18"
18"
1B'
21"
1'
11-3/4"
23"
34'
45'
56'
67"
78-1/4"
FOR DOORS MORE THAN 8 FT. HIGH, USE ADDITIONAL TRACK BRACKETS AT 10' O.C.
1.9' X 2.19' X 3.3" X .090"
STEEL TRACK BRACKETS
2-3 16" HIGH
CONNECTED TO TRACK WITH
(4) 1/4' DOLTS & NUTS.
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02 el
cy Q CL 4-
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12 OA. GALV. STEEL Etp.. JAVAD PROOMRBVISBD o BOTTOM BRACKET FASTENED
W/ (4) Q14 % 5/8" SMS FLA PEM��L 70592 ��e Q
awmimscade
W_ O C.AN. 35` 8 AcRplenoe Ho (2 l/0 06
BOTTOM SEAL Qel'L�,\ drawic^o-
.058 AUAV PLATE
ng no.
WITH 1/8' X 1' S.M.S. 9 40" O.C. n
SECTION A_A AM RUBBER WFATHERSTRIPPM01 —O9 O
\ 1
w�
WOOD ERME BUILDINGS
STUD WALLS OR DOOR OPENNG {NOT BY DAB DOORS)
SHALL BE FRAMED SOLID BY NOT LESS THAN
(3) 2X8 PRESSURE TREATED GRADE 2 SYP OR BETTER
WOOD STUDS.
STUD WALLS 70 BE CONE. FROM FOOTING TO TIE BEAM
ENGINEER OF RECORD TO VERIFY ADEQUACY OF THE
SUPPORTING STRUCTURE.
TRACK SHALL BE SECURED WITH ODNT. STEEL ANGLE TO PRESSURE
TREATED 2X8 SYP WOOD JAMBS WHICH SHALL BE ANCHORED TO
GROUTED REINFORCED MASONRY BLOCK WALL OR CONC. COLUMN WITH
1/4" ULTRACON BY 'ELCO' WITH SPACING OF
20 O.C. INTO BLOCK WALL, WITH 2-1/4' MIN. EMBED
18' O.C. INTO 3000 PSI CONCRETE, WITH 1-3/4' MIN. EMBED
2-1/2' INTO EDGE DISTANCE
1/4" TAPPER BY 'POWERS' WITH SPACING OF
14' O.C. INTO BLOCK WALL. WITH 1-1 2' MIN, EMBED
16' O.C. INTO 3000 PSI CONCRETE, WITH 1-3/4' MIN. EMBED
3' MIN. EDGE DISTANCE
3/8' CONFLEX BY 'ELCO' OR
3/8" LOT BY 'ITW' WITH SPACING OF
24' O.C. INTO 300D PSI CONCRETE. WITH 2-1/2' MIN. EMBED
2' MIN. EDGE DISTANCE
3/8" HLC SLEEVE BY 'HILTI' WITH SPACING OF
17 O.C. INTO BLOCK WALL, WITH 1-1/4" MIN. EMBED, 4' MIN. EDGE DIST.
18' O.C. INTO 3000 PSI CONCRETE, WITH 1-1/4' MIN, EMBED AND
2-1/2' MIN. EDGE DISTANCE
THE BLOCK WALL CELLS SHALL BE GROUT FILLED AND REINFORCED
WITH FOUR 6 5 BARS EKTENDING INTO FOOTING AND INTO TIE BEAMS
ALL BARS SHALL BE CONTINUOUS FROM TIE BEAMS TO FOOTING.
PREPARATION OF JAMBS BY OTH RS
STEEL STRUCTURE BY OTHERS
MUST SUPPORT THE LOADS IMPOSED
BY DOOR SYSTEM
5/10' D14. BOLTS
WITH WASHER & NUT
AT 12' O.C. MAX.
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. STEEL ANGLE
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CONNECTED TO CO?
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CLAZ111C SITEmNnnw mnr 01 --O9
Precision Door Service of Brevard
132 Tomahawk Dr., Suite A
Indian Harbour Beach, FL 329
Ph:321-639-6157 l -4234
William Gaudreau
623 SW Plametto Cove
PSL, FL 34986
Invoice
Invoice Date
Invoice #
2/26/2012
169152
Service Address
623 SW Plametto Cove
PSL, FL 34986
772-340-2458
Tech/Installer
Terms
Paid Date
Completion D...
Reed
Due on receipt
2/26/2012
2/26/2012
Quantity
Item Code
Description
Price Each
Amount
Overhaul
Coupon
Energy Surcharge
16x8 Springs, Rollers, Drums, End and Center Bearing, and
Cables
Coupon Discount
Energy Surcharge
Recd Pymnt $599 CK #3987
599.00
-25.00
25.00
599.00
-25.00
25.00
Total $599.00
Payments $-599.00
Balance Due $0.00