HomeMy WebLinkAboutProduct Approval i
RECEIVED AUG 15 7016
MI® 1 �T Copy •MIAMI-DADE COUNTY
DADE ���� _ ,.
PRODUCT CONTROL SECTION
11805 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 (NOA) www.miamidade.eov/economy
Overhead Door Corporation
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(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 AM(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 16'-2"
Wide x 8'-0"High with Optional Impact Resistant Glazing
APPROVAL DOCUMENT:Drawing No.411344,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,,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,manufacturingaddresses 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#14-0204.06 and consists of this page I 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.15-1228.08
MIAMI-DADE COUNTY Expiration Date:December 4,2019
Approval Date:April 28,2016
0¢'�8'�►t* Page 1
Overbead Door.Corporation
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No.411344,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. TI+JSTS "Submitted under NOA #14-0204.06"
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
2244, 16'2"x 8' Sectional Garage Doors (issued to Overhead Door Corporation),
prepared by Architectural Testing,Inc.,Test Report No. C9365.01-801-18,dated
09/17/2013,with revision 1 dated 10/10/2013,signed and sealed by Shawn G. Collins,
P.E.
2. Addendum letter to Architectural Testing's test report#C9365.01-801-18,
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
2244, 16'2"x 8',Sectional Garage Doors (issued to Wayne Dalton),prepared by
Architectural Testing,Inc.,Test Report No. C9365.01-801-18,dated 09/17/2013,with
revision 1 dated 10/10/2013,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.
Carlos M.11trera,P.E.
Product Control Examiner
NOA No.15-1228.08
Expiration Date:December 4,2019
Approval Date:April 28,2016
.- E-1
OYerhead Door Corporation
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED.
C. CALCULATIONS "Submitted under NOA #14-0204.06"
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
01/28/2014,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 #14-0204.06"
1: Test report on flame spread and smoke.developed of BASF polyurethane foam per
ASTM E84,Test Report#RJ1980-3,dated 07/20/2012,prepared by QAI
Laboratories,signed by Greg Banasky.
2. Test report on ignition temperature of BASF polyurethane foam per ASTM D 1929,
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.P edition(2014)FBC issued by
Overhead Door Corporation,dated 12/15/2015,signed and sealed by Mark A.
Sawicki, P.E.
"Submitted carder NOA #140204.06"
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.
���ZorG
Carlos Al.Utrera,P.E.
Product Control Examiner
NOA No. 15-1228.08
Expiration Date:December 4,2019
Approval Date:April 28,2016
E-2
ONS
NOTES;
1. IMPACT RESISTANT GLAZING OPT10N - IMPACT RESISTANT
GLAZING SYSTEM MAY BE INSTALLED IN TOP OR INTERMEDIATE 13 GA HCRIZ ANGLE SUPERIMPOSED DES9GN PRESSURE
SECTION (WITH OR WITHOUT DECORATIVE INSERTS). GLAZING .LOADS ON SUPPORTING STRUCTURE
SHALL BE 1/4" POLYCARBONATE. MAXIMUM GLAZING DIMENSIONS
SHALL BE 14" x 46" CUTOUT, FASTENED WITH A MINIMUM #8 X 13 GA FLAG ANGLE MAXE7'-O"
UNIFORM POINT LOAD AT HEADER AND
1" SMS: 3X ALONG THE HORIZONTAL AND 3X ALONG THE DOORLOAD EACH SLAB AT EACH POST
VERTICAL. THE MINIMUM BITE SHALL BE .375". SEE DETAIL J ON WIDTH JAMB LOCATION (LBS)
SHEET 4 FOR ASSEMBLY DETAILS. 16 GA MIN HORIZ > +139,4/-157,6 +16849/-79D4.6
2 VINYL OR WOOD DOOR STOP NAILED A MAXIMUM OF 6. O.C. TRACK •• 16'-2" +139.4/157.6 +1917.3/-2167.4
MUST OVERLAP TOP AND BOTH ENDS OF PANELS MINIMUM 5/16x1-5/8" +122.2/-7381 +1476.4/-1669.0
7/16" TO MEET NEGATIVE PRESSURES. LAG SCREW(MIN 3 8-0 +122.2/-138.1 +1680.1/-1899.2
AS SHOWN) -2'-0- +104.9/-118.6 +1277.0% 33.
144
3. KEY LOCK, SLIDE LOCKS, OR OPERATOR REQUIRED. (4) 1/4-20x9/16" LARGE 12-2" 8'-0" +104.9/-118.6 +1442.9/-1631.1
HEAD TRACK BOLTS OR7'-0 +128.1/-144.8 +1177.0%1330.5
4. LOUVER OPTION - LOUVERS MAY BE INSTALLED IN DOOR IF 1/4-20 STUDS WITH 10-2" 8'-0" +128.1/-144.8 +1339.4/-1514.0
THE AREA OF EACH LOUVER DOES NOT EXCEED 60 1N . DOOR 1/4-20 HEX NUTS
VENTS LARGER THAN 60 IN' MUST BE TESTED FOR IMPACT.
VERT
5. POLYURETHANE FOAM SHALL BE SANDWICHED BETWEEN 15 GA M1NTRACK 4 I JAMB BRACKET SCHEDULE
FACER STEEL HAVING A MINIMUM 26 GA THICKNESS G740 WITH NO. OF JAMB LOCATION OF CENTERLINE OF JAMB
PRIME COAT WITH A MINIMUM YIELD STRENGTH OF 46.8 KSI AND1TRACK----- DOOR NO. OF BRACKETS BRACKETS MEASURED FROM BOTTOM
BACKER STEEL HAVING A MINIMUM 29 GA THICKNESS G-40 /4-20x9/16" HEIGHT SECTIONS(EACH JAMB) OF TRACK'(ALL DIMENSIONS t 2")
WITH PRIME COAT. OVERALL SECTION THICKNESS SHALL BE BOLT AND 1/4-20 HEX
MINIMUM 1-5/16". NUT AT EACH JB-US I 2" (JB-US), 10" (JB-US), 21-3/4-
JAMB BRACKET LOCATION 6'76" 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"
5/16x1-5/8" 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),
RECORD FOR THE BUILDING-OR STRUCTURE AND IN I 7'-6" 4 OR 5 8 26-3/4" (J8-US), 36" (J8-US), 45" (JB-US
ACCORDANCE WITH CURRENT BUILDING CODES FOR THE LOADS 54-1/4 (JB-US), 74-1 2 ),
"
LISTED ON THIS DRAWING. / " JB-US)
2" (JB-US), 10" (JB-US), 21-3/4" (JB-US),
8. DOOR JAMB TO BE MINIMUM 2x6 STRUCTURAL GRADE i 8'-0" 4 OR 5 8 29=3/4" (JB-US), 39" (JB-US), 48" (JB-US),
15 GA STIFFENED JAMB 57-1 2" (JB-US). 75-1/2- (J8-US
9. FOR LOW HEAD ROOM LIFT CONDITIONS, TOP BRACKET SHALL BRACKETS
BE 13 GA LHR 7/4 TOP BRACKET WITH A MINIMUM OF (3) SEE SCHEDULE FOR NOTE.
B
BEA 1x7/8" SELF DRILLING RACKCRIMTITS SCREWS IN LIEU OF THE QUANTITY, LDCATION, (JB-US) FOLLOWING DIMENSION DENOTES SLOTTED JAMB BRACKET ATTACHED
AND TYPE TO TRACK WITH 1/4-20x9/16" TRACK BOLT AND NUT AS SHOWN ABOVE.
BRACKET SHOWN ON THIS DRAWING. U-BAR ON TOP SECTION
SHALL BE INSTALLED ON TOP OF LHR TOP BRACKETS. KEY LOCK OR SLIDE i
10. DOOR WITHOUT POST SYSTEM HAS BEEN TESTED TO' LOCK BOTH ENDS
(NOT REQUIRED WITH
WITHSTAND DESIGN PRESSURES CORRESPONDING TO A 75 MPH
OPERATOR - SEE
WIND SPEED (+/-14.40 PSF). POST SYSTEM SHALL BE
INSTALLED WHEN WIND SPEEDS ARE EXPECTED TO EXCEED 75. NOTE 3). SLIDE LOCK
MPH. SHOWN FOR CLARITY
goyUVISM
�eei.7m ry .
PQ�.GENSF:C��4� NOTE: (4) SECTION SOLID No
261 : DOOR SHOWN. SEE NOTES
. '.W^ 1 THIS SHEET FOR GLAZING
-�"✓' OPTION. h
l$% STATE OF
�• A Q• Ai1L6(it60IDG'(be O�d6af• STATIC PRESSURE RATUMS APPROVED SG'ES •N.M 9ZEE A
�• <p 1 O ,�� DE9RN +4600-5200 uAz 16D1H: P151 OAIE NAVE
00 JUAX
EMt
>sA S ma"i."I°: K ��ON Ai�" , 7EO1 S STATE NN'/1H" OBACf PATEo(-a 7 k lA N"NSo=w NDAWII:2A•POD �DATE �Y0
u atiruKc�tt Ta'm w�zoo SERIES 5745/5765/7565/515/525
A,
W., LEMSVMIF•TEAS 75067 DRAWING PART N0.I FEY:
411344 A
E
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A
SHEET I
I
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C SHEET
16 GA DOUBLE SHEET 3
END STILE TYP
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RNOS APPROVED SIM SCAIE:N.LS 517E A
oma ro • ,.em1-sam wz rDnl: ,T-r DATE NAYS
'•.. IESI 469,00/-7&00 MAX NEIQIT: ff DRAM! D • 0117
• • YPACT/CYCLIC RATED(VM/MO):YES YA%SECMN NEICNF 24-04UXED DATE- 90RM3
SMff200 SERIES 5745/5765/7565/515/525 7 2 OF 7
a of min LEPoSNLLE,lEYA9)3�7 DRAVINO PMT NO,I REV.
411344 A
_ T2ELSW5
(2) 12 GA,COMMERCIAL V FRAME
TOP BRACKETS ATTACHED WITH (4) 12 GA EXTENSION BRACKET NO. 2 HALF HINGE --
1/4-20x7/8" SELF DRILLING SCREWS ATTACHED
R (3) 1/4-14X7/8"
/ N ALIGN BOTTOM OF POST
GH U-BAR AND TOP SELF DRILLING SCREWS gny TOpR
BRACKET)
(2 THROUGH STRUT AND BRACKET)) OF THE U-BAR
.p OO 14 GA BOTTOM BRACKET l HITCH
P!N / e
® ® ATTACHED WITH (2) (4) 1/4-14x7/8" • STRAP
CKING
13 GA ROLLER SLIDE ATTACHED 1/4-14x7/8" SELF DRILLING , SELF'DRIWNG
TO BRACKET WITH 5/16-18 BOLT CRIMPTITE SCREWS THROUGH CRIMPTITE
do NUT IN THE CENTER SLOT U=BAR AND BOTTOM BRACKET SCREWS(2)
/ AND (1) 1/4-14x5/8-.SELF THROUGH U-B
DRILLING TAMPER RESISTANT / AND HALF HIN
ADD (2) 1/4-14x7/8" — SCREW—
SELF DRILLING CRIMPTITE SCREWSEET IAL A DETAIL D (2) 5/16-12x1" '\
(INSIDE OF EACH INSIDE END HINGE SELF DRIWNG
TOP PLATE SCREWS W/5/16 /
/ HEADER \ EXTENSION FLAT WASHERS HIX SOL- 1/2"
2" STEEL ROLLER WITH 9" GRADE /
1144 OR EQUIVALENT STEM HEADER LOCK /' TOP LOCK BOTTOM BRA i
j o BRACKET PLATE
1/2-13
(4) 5/16-12x1' SELF HEX NUT
DRILLING SCREWS DETAIL G
(2) 14 GA WIDE BODY END
HINGES EACH ATTACHED WITH I
(4) 1/4-140/8" SELF
DRILLING CRIMPTITE SCREWS DETAIL B
(4) 5/16x1-5/8"
LAG SCREWS / 4) 5/16-12x1" 2500 PSI MIN \
/ \ 5/16-18x2-1/2" /' SSELF CREWS DRILLING CONCRETE o 0
o HEX BOLT & NUT
\ NNER POST
14 CA WIDE BODY D —
INTERMEDIATE HINGE ® DETAIL E
ATTACHED WITH (4) 8" X 8" MIN
1/4-140/8" SELF DRILLING TURNDOWN SLAB. 8" MIN /
CRIMPTITE SCREWS �� / (4) 1/4-14x7/6" AT EDGE EDGE
14 GA CENTER HING /'' SELF DRILLING DISTANCE
DETAIL C CRIMPTITE SCREWS
HITCH PIN I
• DETAIL
(4) 1/4-147/8" LOCKING
SELF DRILLING STRAP
pUu�urgr CRIMPTITE SCREWS
A 84 ADDED TO
HINGE
WITHEACPOST
STRAP.RoDulTREVM
� � mlxapbiy1Ai00eFit•Id.
;• .Yr_ Bd1Aiq Coi
ll (2) 5/16-12x1" SELF /
ADooplalo.?b .�
STA t7bF5 .•�' DRILLING SCREWS EACH \
o- WITH (1) 5/16 FLAT
' ���O R10p'•� � WASHER f�o�tea.e11
i E F POST
10NA„ �G,
DETAIL zn.c�RM1DT 1uCoL 1081 STATIC PRESSURE MADRcs APPEovm sPrs R.rs s7s A
oEacN +4900/-52m MAX'AM 16'—rDATE NAME
TEST +59001-7&00 MAX RRONI: 0•A
4.02 R IMPACT/C�LDC M1ED YES/Nok VES MAX 9=0 HF1WIR 24- U® :DATE I WIDALS
i>n S 6GR en m s.¢tao 2501$STATE HW 12I• SUFr 3 OF 7
1L.sur.n do°a. SERIES 5745/5765/7565/515/525
nw 1iv.G��.
SM 200
DItAYDfO PART N0. KY.
411344 A
R/AIGE&BACKER PLATE LOCA M(S
10' TO 16'2Tf "
'T
14' TO 14'2"
' TW a•
nA
�„AOSf
y
10' TO 10'2"
t
`10111u.....ga i T-5 6063 ALUMINUM
A.�.�',,Q' • NA��!,Pe. T=5 6063 ! -INTERIOR FRAME
��• ;:�� SF••.��� ALUMINUM i l PRS MViMAevtM
' EXTERIOR B
Tt_ FRAME .1 Amepa Cab
-v. SHEETMETAL SCREW
%�•ri•��< Op;;�� 1/4" POLYCARBONATE
,QE`s• OR1 ���
����iS� NAS�►���,, \ /
Tho Oe,WR6Te•0.&L.1. STATIC PRESSURE RATDXS A,'PROM easISME N.T.S. s7E: A
DES11Ai ++600-0t00 Aux BOM lOn7E NATE
46%oo loo ua RaW,r e'-o RAwx ei7o CRT
nv A�rnp•,R / • •• • NvneT/k RATED(TEs 0 ,£S UM SEODW HEK7R:Z{•a¢cxED DATE 071TIALS
mI S4 S-W T.101Yt
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SWIE200 ,m SNEEr 4 OF 7
DETAILSERIES 5745/5765/7565/515/526
1iWt VaE.TEXAS 75007 DRAW4 o PMT ND: REV.
411J44 A
r
O O O O
L U
1.
TOP-LOCK PLATE � �d_ �•
1020 CO G-60 H.D.G.
}tAtF HINGE
_HOT DIPPED GAI VAM7ED STEEL
s.
as• Tr
vs
�II I
Fj ss n1/sr I^—gym••--'1
TOP PLATE EXTENSION
1020 CO G-60 H.D.G.
.m-
01 r~ I O HITCH PIN
I I 1020 C-60 H.D.G.
oI Io
a
mr�nazr tmF
HEADER LOCK BRACKET IX
oj
1020 CO 0-60 H.D.C.
BOTTOM LOCK PLATE
�.u• _ 1020 CO G-60 H.D.G.
.oer ic+� Tx
azr
1 zs
POST SYSTEM
COMPONENT DETAILS
+�� v• •. L LOCK STRAP
? :17 61 _ 1020 CO G-60 H.D.G.
%'J3'- STATE OF FNODUC�A8�96D 6063 T-6 ALUMINUM INNER POST
i [ P'= noomyy6ywithdntlafde STATIC PSEFATMEN APP�oSas xrs
• O R 10 Zhe GmulucThe OrlBtail. .4&W/-5100,��'�!�S�OAiAi�;� IT
AulcoFoeNo u p c*/DESIGN Panic nAo M/N h ns uAy su worr zc e�oAe menus
uA .�lHdk�n� 6063 T-6 ALUMINUM OUTER POST 2501 s.STA>E HWY 121 SHEU 5 cT 7
SU7E SERIES 5745/5765/7565/515/525 owvalo PARI Ho. TEv.
uwaeua.nxA.s r�s�
411344 A
(5) SECTION DOORS WITH HEADER"LOCK BRACKET
(8) 3' 18 GA 80 KSI U—BARS TO SECURE TOP OF MAX SPACING OF ANCHORS/SCREWS PFR JAMB (IN)
LOCATED AS SHOWN POST FOR STORAGE
3/8' SIMPSON "I1TEN 3/8' SIMPSCN TITREN 3 8' X 3' LONG
{ HD SCREW ANCHOR TO HD SCREW AN3OR TO G SCREW®"
MINIMUM 2000 PSl MINIMUM 2000 PSI
CONCW E l GROUT FILLED CMU®"
(4) SECTION DOORS WITH 24 24 24
(6) 3" 18 GA 80 KSI U—BARS • i
LOCATED AS SHOWN 1. BASED ON 3/8' SIMPSON 11TEN HEAVY.DUTY SCREW ANCHOR
CORROSION RESISTANT WITH A 1' OA. WASHER INTO CONCRETE NTH A MINIMUM EMBEDMENT
CHAINS, TYP. DEPTH OF 2-3/4' AND A MINIMUM EDGE DISTANCE OF 2-3/4'.
2- BASED ON 3/8' SIMP_SON 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
AND A MINIMUM END DISTANCE OF 4'_
CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C9O AND
1 GROUT SHALL CONFORM TO ASTM 0476.
{ 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
i 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
1 +139.4/-157.6 LBS PER FOOT.
6. CHART INCLUDES A SAFETY FACTOR OF 4.
7. DOOR JAMB TO BE MINIMUM 2.6 NO. 3 SOUTHERN PINE LUMBER
(MIN) MOUNTED DIRECTLY TO SUPPORT STRUCTURE.
` B. DESIGN OF THE SUPPORT STRUCTURE SHALL BE THE SOLE
RESPONSIBILITY OF THE BUILDING DESIGNER AND SHALL BE DESIGNED
1 i { FOR THE LOADS LISTED IN NOTE 5.
:0 9. SCREW ANCHORS OR LAG SCREWS SHALL BE INSTALLED PER
{ { MANUFACTURER'S WRITTEN INSTRUCTIONS.
all
ALL U—BARS SHALL BE HALF HINGE.TO SECURE
ATTACHED WITH (2) BOTTOM OF POST FOR
1/4-14x7/8° SELF STORAGE
DRILLING CRIMPTITE
� T EACH HINGE
G......,c,''ii SCREWS
BETWEEN
z.`<Z.• v� F '��: ALL END HINGES AND
INTERMEDIATE HINGES. A
* y /• MINIMUM OF (14)'.
FASTENERS ARE TO BE '
9; STATE OF USED-
.........
SED.pNALmwmplyfgwi&tboFkd& 7moCadDcTdeO+Fg�aJ STATCRdSS CRAW= AvrRolfosR6 N.Ts szE: A
ffff111111j1► Q1iM11/C,O�E - 0E9p10Pw 4&W-MOO IMAX 16•-2' OA'E NME
A
POST SYSTEM STORAGE TW }g9.0p-7&00 UM IWMT: er_D. ��, A D/4 JR'
u01 s sure xm�y� Ir11,12 41C PAND M/wor..ws W gCTRiN NUClIi:21SREE7 6 ac 7a.�s
NOTE: POST.SYSTEM SHALL BE STORED IN A SUM zoo SERIES 5745/5765/7565/515/525
Cw+1+1 CONVENIENT LOCATION AS CLOSE TO GARAGE DOOR UNSVUL TEW 75OD' DRAWNC PAR'N0,1 80'
AS POSSIBLE. 411344 A
SEE DETAILS 1. Z AND 3 MINIMUM 2x6 J3 tf HEADER LOCK MINIMUM 2x6 R3 .HEADER LOCK
- REWIRED FOR VERTICAL SOUTHERN PINE 8RACKET S0UIRM PINE �tACKET'
POST REINFORCING LUMBER• LUL1BEIt
SYSTEMS.
4" 4' e
• aaltJ o
2) 3/8" SIMPSON THEN HD SCREW 4) 3/8" SIMPSON TI
HD SCREW
ANCHOR WITH A 1-1/4" O.D. WASHER ANCHOR WITH A 1-1/4" OA, WASHER
AND A MINIMUM EMBEDMENT DEPTH OF AND A MINIMUM EMBEDMENT DEPTH OF
2-3/4" AND A MINIMUM EDGE 2-3/e AND A MINIMUM EDGE
DISTANCE OF 2-3/4". INSTANCE CF 4'.
TABLE 7 DETAIL l MINIMUM 20DO PSI GROUT FRIED CMU
MINIMUM 2000 PSI CONCRETE
MINIMUM 2x6 #3 MINIMUM 2x6 #3 X- e
HEADER LOCK
SOUTHERN PINE SOUTHERN PINEACKET
LUMBER. r uAw w»rt LUMBER.
e9A
(4) 3/8" DIA. x 3"
LONG LAG SCREWS
WITH 1-1/4" O.D.
WASHERS.
DETAIL 3
WOOD SUPPORT STRUCTURE
.•vAx
181c RAX clow .
; A• SA yv
i+++
.��G E Ns�;Cif ,
+
�9•, STATE OF�i���
'fN A► `�, pR r iii FlaiJ. 1Le Caol�albe D�.d STEW P7439=RAM�s APPROM s:¢ n Ts
rrunitgttt Bdldig
ef
aFaa� esFr.eoo-5wo vex MM ,e-r DATE ,TLtT "%00/-7800 u HEIGNC W-0 .— e/M A CR7DVACr/CMJG RAZED NE9 WAX gciDx HOGI :x� DATE "PAuWOW, m SERIES 5745 765 565 Sly 525
uo,s STAB ReY Im 91EFa A � � LEVO L 7ETsurrE XA3 75067 /5 n
DRAMNG PART N0. REV.
411341 A