HomeMy WebLinkAboutProduct Approval RECEIVED
MAR 3 0 2018
MIAMI-DADS MIAMI-DADE COUNTY
ST. Lucie County, Perrr I i?P CT CONTROL SECTION
05 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 NO dad ov/econom
Overhead Door Corporation IMLL UUIJY
2501 South State Hwy. 121,Suite 200
Lewisville,Texas 75067
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(AHI).
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,
including the High Velocity Hurricane Zone.
DESCRIPTION: Models 5745/5765/7565/515/525 Insulated Steel Sectional Garage Door up to 18'-2"
Wide x 814"High with Optional Impact Resistant Glazing
APPROVAL DOCUMENT: Drawing No.411345,titled"Series 5745/5765/7565/515/525", sheets I
through 7 of 7,dated 06/20/2014,prepared by Overhead Door Corporation, signed and sealed by Mark A.
Sawicki,P.E.on 12/17/2015, 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 addresses in Pensacola,FL or
Mt. Hope,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.
LIMITATION: This door has not been tested for air infiltration.
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# 14-0204.05 and consists of this page I and evidence pages E-I and E-2,as well as
approval document mentioned above.
The submitted documentation was reviewed by Carlos M. Utrera,P.E.
NOA No. 15-1228.07
MIAMI•DADECOUNTY Expiration Date: November 27,2019
Approval Date: April 28,2016
Page 1
The Genuine.The Original.
Overhead Door Corporation
2501 S.State Hwy 121,Suite 200
Lewisville,TX 75067
Phone 4695497100
Fax 4695497281
www.overheaddoo r.co nn
March 9, 2018
Subject: Miami Dade NOA
To Whom It May Concern:
This letter is to state that Miami Dade NOA 14-0825.06, 15-1228.07, 15-1228.08, 15-
1228.09, 15-1228.10, 16-0617.06, and 16-0617.07, are each compliant with the Florida
Building Code 2017, 6th Edition.
Please feel free to contact me if you need any additional information.
Sincerely,
Dwayne J. Kornish P.E.
Florida P.E. 77945NE J kO''',
Senior Engineering Manager O LICENSE �2
NO >>945 Z
=)0
�O� cTA-re OF
<ORIDA Z 0N L ENG\
,f�11t11''
Honon
Overhead Door Corporation A Subsidiary of Sanwa Holdings Corporation
Overhead Door Corporation
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. 411345, titled"Series 5745/5765/7565/515/525", sheets 1 through 7 of
7,dated 06/20/2014,prepared by Overhead Door Corporation, signed and sealed by
Mark A. Sawicki, P.E. on 12/17/2015.
B. TESTS "Submitter)under NOA #14-0204.05"
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, TAS 202-94
5) Tensile Test per ASTM E8
along with marked-up drawings and installation diagram of Series 8300, Option Code
2253, 18'2"x 8' Sectional Garage Doors (issued to Overhead Door Corporation),
prepared by Architectural Testing, Inc., Test Report No. C9364.02-801-18,dated
10/02/2013, signed and sealed by Shawn G. Collins, P.E.
2. Addendum letter to Architectural Testing's test report# C9364.01-801-18,
dated 07/07/2014, signed and sealed by Vinu J. Abraham,P.E.
3. 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,TAS 202-94
5) Tensile Test per ASTM E8
along with marked-up drawings and installation diagram of Series 8300, Option Code
2253, 18'2"x 8', Sectional Garage Doors (issued to Wayne Dalton),prepared by
Architectural Testing, Inc., Test Report No. C9364.01-801-18, dated 10/02/2013,
signed and sealed by Vinu J. Abraham, P.E.
4. Test report on Salt Fog Spray per ASTM B117 prepared by Environmental Testing
Laboratory, Inc., Test Report No. 12732, dated 06/22/2013, signed by Brady Richard.
4Q¢JISIV16
Carlos M.Ur trera,P.E.
Product Control Examiner
NOA No. 15-1228.07
Expiration Date: November 27,2019
Approval Date: April 28,2016
E- 1
Overhead Door Corporation
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
C. CALCULATIONS "Submitted under NOA #14-0204.05"
1. Structural and anchor calculations prepared by Overhead Door Corporation, dated
06/26/2014, signed and sealed by Mark A. Sawicki, P.E.
2. Structural and anchor calculations prepared by Overhead Door Corporation, dated
01/10/2014, signed and sealed by Mark A. Sawicki, P.E.
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources (RER)
E. MATERIAL CERTIFICATIONS "Submitted under NOA #14-0204.05"
1. Test report on flame spread and smoke developed of BASF polyurethane foam per
ASTM E84, Test Report# RJ 1980-3, dated 07/20/2012,prepared by QAI
Laboratories, signed by Greg Banasky.
2. Test report on ignition temperature of BASF polyurethane foam per ASTM D1929,
Test Report#01.17794.01.304,dated 12/20/2012,prepared by Southwest Research
Institute, signed by Matthew S. Blais.
3. Notice of Acceptance No. 12-0605.05 issued to Bayer MaterialScience LLC (MA)for
its Makrolon Polycarbonate Sheets, approved on 12/06/2012 and expiring on
08/27/2017.
F. STATEMENTS
1. Statement letter of code conformance to the 511'edition (2014) FBC issued by
Overhead Door Corporation, dated 12/17/2015, signed and sealed by Mark A.
Sawicki,P.E.
"Submitted under NOA #14-0204.05"
2. Statement letter of code conformance to 2010 FBC issued by Overhead Door
Corporation, dated 01/23/2014, signed and sealed by Mark A. Sawicki, P.E.
3. Statement letter of no financial interest issued by Overhead Door Corporation, dated
01/23/2014, signed and sealed by Mark A. Sawicki, P.E.
p¢ IS olb
Carlos M.Utrera,P.E.
Product Control Examiner
NOA No. 15-1228.07
Expiration Date: November 27,2019
Approval Date:April 28,2016
E-2
REVWp15
NOTES:
1. IMPACT RESISTANT GLAZING OPTION - IMPACT RESISTANT
GLAZING SYSTEM MAY BE INSTALLED IN TOP OR INTERMEDIATE 13 GA HORIZ ANGLE
SECTION (WITH OR WITHOUT DECORATIVE INSERTS). GLAZING
SHALL BE 1/4" POLYCARBONATE. MAXIMUM GLAZING SUPERIMPOSED DESIGN PRESSURE
DIMENSIONS SHALL BE 14" x 46" CUTOUT, FASTENED WITH A 13 GA FLAG ANGLE i
MINIMUM #8 X 1" SMS: 3X ALONG THE HORIZONTAL AND 3X 4 LOADS ON SUPPORTING STRUCTURE
ALONG THE VERTICAL. THE MINIMUM BITE SHALL BE .375". SEE 16 GA MIN HORIZ MAXk7'-O"
UNIFORM POINT LOAD AT HEADER AN
DETAIL J ON SHEET 4 FOR ASSEMBLY DETAILS. TRACK DOORLOAD EACH SLAB AT EACH POST
WIDTH JAMB (PLF) LOCATION LBS
2. VINYL OR W000 ODOR STOP NAILED A MAXIMUM OF 6" O.C. +123.6/-123.6 +1261.9/-1426.5
MUST OVERLAP TOP AND BOTH ENDS OF PANELS MINIMUM 5/16x1-5/8" I 17'_2"
7/16" TO MEET NEGATIVE PRESSURES. LAG SCREW (MIN 3 +123.6/-123.6 +1436.0/-1623.3
AS SHOWN) 18_2„ +13D.B/-130.8 +1422.5/-1608.0
3. KEY LOCK, SLIDE LOCKS, OR OPERATOR REQUIRED. (4) 1/4-20x9/16" LARGE +130.8/-130.8 +1618.7/-1829.8
4. LOUVER OPTION - LOUVERS MAY BE INSTALLED IN DOOR IF HEAD TRACK BOLTS OR
THE AREA OF EACH LOUVER DOES NOT EXCEED 60 IN'. DOOR 1/4-20 STUDS WITH
VENTS LARGER THAN 60 IN' MUST BE TESTED FOR IMPACT. 1/4-20 HEX NUTS
15 GA MIN VERT �
5. POLYURETHANE FOAM SHALL BE SANDWICHED BETWEEN TRACK ,• JAMB BRACKET SCHEDULE
FACER STEEL HAVING A MINIMUM 26 GA THICKNESS G-40 WITH JAM LOCATION CENTERLINE OF JAMB
PRIME COAT WITH A MINIMUM YIELD STRENGTH OF 46.8 KSI DOOR N0. OF BRACKETS BRACKETS MEASURED FROM BOTTOM
AND BACKER STEEL HAVING A MINIMUM 29 GA THICKNESS 1/4-20x9/16" TRACK HEIGHT SECTIONS (EACH JAMB) OF TRACK (ALL DIMENSIONS t 2")
G-40 WITH PRIME COAT. OVERALL SECTION THICKNESS SHALL BOLT AND 1/4-20 HEX
BE MINIMUM 1-5/16". NUT AT EACH JB-US 2" (JB-US), 10" (JB-US), 21-3/4"
JAMB BRACKET LOCATION 6'-6" 4 7 (JB-US), 29-3/4" (JB-US), 39" (JB-US),
6' A 4-1/2" x 6" x 22 GA BACKER PLATE IS TO BE LOCATED 48" (JB-US), 57-1/4" (JB-US)
AT EVERY INTERMEDIATE AND OUTER END HINGE LOCATION. 2" (JB-US), 10" (JB-US), 21-3/4-
5/160-5/6" LAG 7'-0" 4 7 (JB-US), 29-3/4" (JB-US), 42" (JB-US),
7. THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS SCREW AT EACH 52-1/2" (JB-US), 63-1/4" (JB-US)
SHALL BE THE RESPONSIBILITY OF THE PROFESSIONAL OF JAMB BRACKET �' 2" (JB-US), 10" (JB-US), 18-3/4" (JB-US),
ACCORDANCE WITH CURRENT BUILDING CODES FORR THE LOADS
RECORD FOR THE BUILDING OR STRUCTURE AND I 7'-6" 4 OR 5 8 26-3/4" (JB-US), 36" (JB-US), 45" (JB-US),
LISTED ON THIS DRAWING. 54-1/4" (JB-US), 74-1/2" (JB-US)
2" (JB-US), 10" (JB-US), 21-3/4" (JB-US),
8. DOOR JAMB TO BE MINIMUM 2x6 STRUCTURAL GRADE 8'-0" 4 OR 5 8 29-3/4" (JB-US), 39" (JB-US), 48" (JB-US),
LUMBER. 15 GA STIFFENED JAMB57-1 2" QB-US), 75-1/2" JB-US
9. FOR LOW HEAD ROOM UFT CONDITIONS, TOP BRACKET BRACKETS
SHALL BEA 13 GA LHR 7/4 TOP BRACKET WITH A MINIMUM SEE SCHEDULE FOR NOTE:
OF (3) 1/4-14x7/8" SELF DRILLING BRACKET
SCREWS IN LIEU QUANTITY, LOCATION, (JB-US) FOLLOWING DIMENSION DENOTES SLOTTED JAMB BRACKET ATTACHED
;OF THE BRACKET SHOWN ON THIS DRAWING. U-BAR ON TOP AND TYPE I TO TRACK WITH 1/4-20x9/16" TRACK BOLT AND NUT AS SHOWN ABOVE.
SECTION SHALL BE INSTALLED ON TOP OF LHR TOP BRACKETS.
KEY LOCK OR SLIDE
10. DOOR WITHOUT POST SYSTEM HAS BEEN TESTED TO LOCK BOTH ENDS
(NOT REQUIRED WITH
WITHSTAND DESIGN PRESSURES CORRESPONDING TO A 75 MPH
WIND SPEED (+/-14.40 PSF). POST SYSTEM SHALL BE OPERATOR - SEE
NOTE 3). SLIDE LOCK
INSTALLED WHEN WIND SPEEDS ARE EXPECTED TO EXCEED 75
MPH. SHOWN FOR CLARITY
A us / ,
/ Pkt")CT REVISED
..C
CIjs C G' eRvEy.yMerena.a.
NOTE: (4) SECTION SOLIDI�raw f';21-Af_0z
818 *Z DOOR SHOWN. SEE NOTES L/E7fYQ[Y
*� 1 THIS SHEET FOR GLAZING
=Q 1 S; � OPTION. e0.Rn1
ST TE�OF SPU
SPARC PRESSM RAMNGS APPRO\ED 51ES •N.T.S SIRE A
% The Crnulnt.The OTMnRI. _ DATE
_
_ S�ONA ,,, PAID JUKK
rz �nx +"00/-7&0YE NAx HEcnox. NEW--ta' Q(EO RwreA T
RR
I V ZooW"' SERIES 5745/5765/7565/515/525 �T 1 RE 7
UMSVI E.TEx S 75067 RRAWIR PART Na I REV,
411345 A
REVL90X5
t nook
E
SHEET 3
q i 1
SHEET 3
�... B
SHEET
i
F SHEET 3
16 GA DOUBLE TYP
END STILE SHEk l 3
1 �
1 1 �
1
QK.A......
P,:�G N SF PRODUCT Xr VISED
SHEET +—ply�,u �
with Rb +&
/ n.lenre 7
POP,
1
O or.
=pSTATE OF
The G.Rume The oddR.l.o®oSTATIC PRESS coo-020D YAM MpRovMMOTH: I ZES 'X.T.& I NAuc
--- iEst .U.00/-7&00 IMAX XFXi1T. •'-0' Y21 •/10/14 ORT
loomYPACT M1ED YES :YES —SECR00 XE"47:24•CXECMEO OAl¢ "PAIS
Er il.rY yyh fro SERIES 5745/5765/7565/515/525
1fE11 ]001 R STAIE XXY 171 SXEET 2 OT 7
r IEV6vE1L lF%AS Tsar DM A
41 PMi N0. REV.
411345
REVISIONS
(2) 12 GA COMMERCIAL 'L' FRAME
TOP BRACKETS ATTACHED WITH (4) 12 GA EXTENSION BRACKET — NO. 2 HALF HINGE
1/4-20x7/8" SELF DRILLING SCREWS SELF DRIATTACHELLING CWITH R MPTITE SCREWS HINGE/ ALIGN H NGE WITH BOTTOM OP F POST
(2 THROUGH U—BAR AND TOP /
BRACKET) (2 THROUGH STRUT AND BRACKET) OF THE U—BAR
C ®0 14 GA BOTTOM BRACKET HITCH PIN / \'• LOCKING
® ATTACHED WITH (2) I (4) 1/4-14x7/8" • STRAP
13 GA ROLLER SLIDE ATTAC:BOLT
1/4-14x7/8" SELF DRILLING SELF DRILLING
TO BRACKET WITH 5/16-18 CRIMPTITE SCREWS THROUGH CRIMPTITE
& NUT IN THE CENTER SLOT U—BAR AND BOTTOM BRACKET SCREWS (2) I I
/ AND (1) 1/4-14x5/8" SELF THROUGH U—BA
DRILLING TAMPER RESISTANT / AND HALF HINGE I
ADD (2) 1/4-140/8" \'' SCREW
SELF DRILLING CRIMPTITE SCREWS DETAIL A DETAIL D (2) 5/16-12x1"
(INSIDE OF EACH INSIDE END HINGE) SELF DRILLING
SCREWS W/ 5/16 '
/ TOP PLATE FLAT WASHERS— 1/2-13x3-1/2"
2" STEEL ROLLER WITH 9" GRADE HEADER �. EXTENSION HEX BOLT
1144 OR EQUIVALENT STEM \ HEADER LOCK / TOP LOCK BOTTOM BRACKE "
j �D BRACKET PLATE
1/2-13
DRILLING SCREWS ELF HEX NUT
i DETAIL
(2) 14 GA WIDE BODY END
HINGES EACH ATTACHED WITH
(4) 1/4-14x7/8" SELF _.
DRILLING CRIMPTITE SCREWS DETAIL BI / \
(4) 5/160-5/8"
LAG SCREWS (4) 5/16-12x1" 2500 PSI MIN / \
/ 5/16-18x2-1/2" / SELF DRILLING CONCRETE o 0
o o HEX BOLT & NUT
_ INNER POST
14 GA WIDE BODY o
INTERMEDIATE HINGE \ ® i DETAIL E /
ATTACHED WITH (4) 8" X 8° MIN
1/4-14x7/8" SELF DRILLING TURNDOWN SLAB, 8" MIN /
CRIMPTITE SCREWS �� �'. (4) 1/4-14x7/8" AT EDGE EDGE
14 GA CENTER HING /' SELF DRILLING DISTANCE
DETAIL C CRIMPTITE SCREWS
HITCH PIN / DETAIL
(4) 1/4-14x7/8" LOCKING
SELF DRILLING STRAP
CRIMPTITE SCREWS
`KLA ii110"S,4 ADDEHINGE TO WITHA
EACH
POST
PP��CEAISO�i STRAP woowo �wiAm*aFlaide
mi61•sv(fie
'W (2) 5/16-12x1" SELF / NO
DRILLING SCREWS EACH
p t STATE OF WITH (1) 5/16 FLAT
Ca+wi
�0;tN,A' O : : WASHER POST
4�FSS,ONA,i�N�`�.� DETAIL F TheGeODIRe.T6eOrWsaL OERCSTATIC
PRESSURE.00/INGS MAx APPROVEDSIZER SCALE:N.T.SDAIE SIZE,
LEST(PSrk 4ee.00-7&00 MAR HEIGHT: a-0' AMN e/-/te GRT
_ • iF T/C11XJC RATED(YES/NO) YES IMAX SECTION NFIGIIT:I4' ED DATE INITIS
zSOT surz ioow Tn / / sNEEr 3 or 7
SERIES 5745/5765/7565 515 525 DRAIMNC PART N0. REV.
LEMI9NLLE.TEXAS 750Q
411345 A
REMON5
HINGE & BACKER PLATE LOCATIONS
17' TO 18'2" -
17' TO 18'2"
T-5 6063
'.INTERIOR
ALUMINUM
•INTERTOR IOR FRAME
r•� 'R�'.�� ALUMINUM PMODUCT REMED
e .M IT. .n.
rt
EXTERIOR I A _2 •07
FRAME
�9'•. 3 ATE O .��A' \ SHEETMETAL SCREW �+
1/4- POLYCARBONATE M
'1TC GCnulna 7L[UlkluV. SfA1M:PRE39URE RA1M03 APPROVED 97E5 E:N. 41>f: A
OESIOM P .46.x0/-3200 MAx WDM 1 -2' DAN NAME
/• N ('r
16..x0-7600 MAX HEIM.. 6'-0' DRAWN 6/20/14 ORT
Z]01 S STALE Nrn 121 NiACT YCLIC RATED(YES/W):YES MAX SECTION HEMT.24'CIECKED1 DATE
Oi 6671ATS
SERIES 5743/5765/7585/515/525
SUIS K ORAWNG PARI N0. REV.
DTA Ens Mii,tEXAs 7SOA
411345 A
- REVISIONS
r ]+ 0
00 00 00-1
xo
L LI 1
.I,hr aur nr
TOP LOCK PLATE �`— x]s
1020 CO G-60 H.D.G.
HALF HINGE
HOT DIPPED GALVANI7ED STEEL
r as• -1 r
J L-- -n• +nhr Liar--.�
TOP PLATE EXTENSION
20
10CO G-60 H.D.G.
0 I r 10 HITCH PIN
I 1020 CO G-60 H.D.G.
GI IO
w•
7W
�x• -}r-I I I I
0+)•YN I .ISY WN
HEADER LOCK BRACKET 5 O O
1020 CO G-60 H.D.G. L
BOTTOM LOCK PLATE
+.+r 1020 CQ G-60 H.D.G.
1 .,zs•
.ORI'WN� ver
:+' QPOST SYSTEM
sillily, COMPONENT DETAILS
,..r
�Qtl:'�\ �c•, o
K STRAP
726131 1020 CO G-60 H.D.G.
6063 T-6 ALUMINUM INNER POST
"p: STATE OF .(U EvjwD
ijO�••�' Q':�r1� rppOQlyq wl811e�� The Gentahm1be ONgI.v, STATIC PRESSURE RAnN05APPROYM S12ES SCALE:N.TS 2C A
Go&
�.,
AM- TTEESTW(Ps/). *oe.00 7aoo .ux KEWT: 18-2
-o• AVH s/m/1a CRT
E ONA1 p .9
6063 T-6 ALUMINUM OUTER POST RVAcr/cva)c RATED )EsMok TEs IIAKX SECTION NacNn za• ECKEDJ DATE woos
I•N a Rrr.>r NIIFrt NY x501 t STATS NM7 1]I SMEET 5 OF 7
sum E200
M SERIES 5745/5765/7565/515/525
n,c,a)N F!r!1 LEWSVl1E.TEXAS 7505] pRAgNC PART N0. REV.
411345 A
REMMS
(5) SECTION DOORS WITH HEADER LOCK BRACKET
(9) 3" 18 GA 80 KSI U—BARS TO SECURE TOP OF MAX SPACING OF ANCHORS/SCREWS PER JAMB (IN)
LOCATED AS SHOWN POST FOR STORAGE
3/8" SIMPSON TITEN 3/8" SIMPSON TITEN3 8" X 3" LONG
HD SCREW ANCHOR TO HD SCREW ANCHOR TO LA SCREW""'
q MINIMUM 2000 PSI MINIMUM 2000 PSI
CONCRETE— GROUT FILLED CMU'
(4) SECTION DOORS WITH 24 24 24
(7) 3" 18 GA 80 KSI U—BARS
LOCATED AS SHOWN 1. BASED ON 3/8" SIMPSON TITEN HEAVY DUTY SCREW ANCHOR
CORROSION RESISTANT WITH A 1" O.D. WASHER INTO CONCRETE WITH A MINIMUM EMBEDMENT
CHAINS, TYP. DEPTH OF 2-3/4" AND A MINIMUM EDGE DISTANCE OF 2-3/4".
2. BASED ON 3/8" SIMPSON TITEN HEAVY DUTY SCREW ANCHOR
WITH A 1" O.D. WASHER INTO GROUT FILLED CMU WITH A MINIMUM
EMBEDMENT DEPTH OF 2-3/4". A MINIMUM EDGE DISTANCE OF V.
AND A MINIMUM END DISTANCE OF 4".
CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C90 AND
♦ ♦ GROUT SHALL CONFORM TO ASTM C476.
3. BASED ON 3/8" DIAMETER x 3" LONG LAG SCREWS WITH 1" O.D.
WASHERS WITH A 1-9/32" THREAD PENETRATION INTO SEASONED
DRY WOOD SUPPORTING STRUCTURE.
4. PROVIDE QUANTITY OF SCREW ANCHORS OR LAG SCREWS AS
REQUIRED TO MAINTAIN MAXIMUM SPACING AS SHOWN IN TABLE WITH
A MINIMUM OF THREE (3) SCREW ANCHORS OR LAG SCREWS PER
JAMB. SCREW ANCHORS OR LAG SCREWS AT TOP AND BOTTOM OF
JAMB SHALL BE PLACED A MAXIMUM OF 6" FROM THE END OF THE
JAMB.
5. LOAD PER JAMB CALCULATED TO BE A MAXIMUM OF
♦. ♦ +130.8/-130.8 LBS PER FOOT.
i 6. CHART INCLUDES A SAFETY FACTOR OF 4.
7. DOOR JAMB TO BE MINIMUM 2x6 NO. 3 SOUTHERN PINE LUMBER
(MIN) MOUNTED DIRECTLY TO SUPPORT STRUCTURE.
8. DESIGN OF THE SUPPORT STRUCTURE SHALL BE THE SOLE
RESPONSIBILITY OF THE BUILDING DESIGNER AND SHALL BE DESIGNED
FOR THE LOADS LISTED IN NOTE 5.
9. SCREW ANCHORS OR LAG SCREWS SHALL BE INSTALLED PER
MANUFACTURER'S WRITTEN INSTRUCTIONS.
% I
ALL U—BARS SHALL BE HALF HINGE TO SECURE
ATTACHED WITH (2) BOTTOM OF POST FOR
1/4-14x7/8" SELF STORAGE
DRILLING CRIMPTITE
A.
GEN37k�C, '.�
ALL TION END D HINGES AND EN
♦ PKc„wcr RFwssu
SCREWS AT EACH HINGE
INTERMEDIATE HINGES. A w� �`
2 •C�' 48 3 MINIMUM OF (22) Amw�+No/ 07
TFC i" FASTENERS ARE TO BE
USED. Br n bE+co„r�
0" STATE 1 F .•�
.,�. �
...... 0��� 1'he Genu,Re.Tne OrI21wJ. STATIC PR65URE RATWS APPR0*0 42ES n.r.i s A
POST SYSTEM STORAGE � DESM(PS6 .N.OD/ 0 °AX wo>k „_z BATE »A�`
�66I99�696a9N6 TMT v +69.00-moo MAx HEICnT: W-0• 6 20 • aT-
• IWACi TRIC RATES YES YES MAX WCTM 0 T.24' Alw DALE WINS
f0;4�7„'",�,n'"R*• NOTE: POST SYSTEM SHALL BE STORED IN A '001 ,� "'11 SERIES 5745/5785/7565/515/525 SKET 8 0i 7
$Tf CONVENIENT LOCATION AS CLOSE TO GARAGE DOOR L£M MI,MUS 7%07 WAVMG PART M0.
REV.
AS POSSIBLE. 411345 A
RENSIOIIS _
SEE DETAILS 1, 2, AND 3 MINIMUM 2x6 #3 HEADER LOCK MINIMUM 2x6 #3 f�HEADER LOCK
REQUIRED FOR VERTICAL SOUTHERN PINE BRACKET SOUTHERN PINE BRACKET
POST REINFORCING LUMBER. LUMBER.
SYSTEMS.
4'• 4" 8" 4" 4" 8"
(2) 3/8" SIMPSON TITEN HD SCREW (4) 3/8" SIMPSON TITEN HO SCREW
ANCHOR WITH A 1-1/4" O.D. WASHER ANCHOR WITH A 1-1/4" O.D. WASHER
AND A MINIMUM EMBEDMENT DEPTH OF AND A MINIMUM EMBEDMENT DEPTH OF
2-3/4" AND A MINIMUM EDGE 2-3/4" AND A MINIMUM EDGE
DISTANCE OF 2-3 4'. DISTANCE OF 4".
FASTENERS PER /
TABLE SHEET 7 DETAIL 1DETAIL2
MINIMUM 2000 PSI CONCRETE MINIMUM 2000 PSI GROUT FILLED CMU
MINIMUM 2x6 #3 MINIMUM 2x6 #3*�INV 'BLR"ANKE�T�
CK
SOUTHERN PINE SOUTHER
LUMBER. f RAx!q r LUMBER.
. x 3"
LONG LAG SCREWS
WITH 1-1/4" O.D.
WASHERS.
_ DETAIL 3
WOOD SUPPORT STRUCTURE
s'uAc
IfY YAX WDM
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`'All A• SAti'i���.
- MODUCT REVI3M
Bdldso Pok
ADND o7
�p0: STATE OF ;�Ci, Rxpirra
,
";SS,pNA��NC9�. — w nDre1
7111 Genuine.The OdgiaL STATIC PRESSURE RAM MW APPROLEO SIZESIm
SIZE: A
DESGI •-5.00—5200 I.SIDTIt I, NAPE
M�aa R 1ESr +65.00/-15.00 YA%MEltlli: 0'-0' IMT
Ia01 e R IIeI NLeR Iae 01PA0T/CYWC RATED(178 0}TEg MAX SECIIp IK10NT 1NIIALSSO300SERIES 5745/5765/7565/515/525DE 73501 1 STATE N III
LE'SI&LE.TEXAS 75061 NO. REV.
411345 A