HomeMy WebLinkAboutGARAGE DOORS (3) Complies with the FBC 5th Edition, (2014) REVISIONS
xrr.mea,r ,ueelma, un
Maximum Door Width 16'-2" NOTE: Track configuration above
F Top Bracket End&Intermediate Stiles(Backers) the door opening does not affect F
DETAIL A(sheet 2 of 3) Detail L(sheet 2 of 3) A the wind load rating of the door.
See chadbelaw far qumlity -
Attalwith 3nil TOG-l at plazas. Fd
.• •.••••• ^••••
DOUBLE STEEL END STILE
16 Ga GalvanizedSteel
Detail M(sheet 2 of 3)
Flag Bracket
Deted H(sheet 2 of 3)
E
E
C.
Door Height I
8'-0"Shown
See chart 542"+!-3" 782"+!-3" Jamb Bracket
below for other . 1 _ Detail (sheet 2 of 3)
door heights 1
8 +/-3"
-- -- -- -- -- -- -- 38'+/_3"
1
D r 1 1 D
N ��1"+1-3"
Ch
r
GO
ri 1 1
J Alpad�ouoplyb/�me
Bottom Bracket End Hinge Strut&Strul Attachment Intermediate Hinge A Slide Lock Shown Detail G or Pra10, C06
z Detail C(sheet 2 of 3) Detail B(sheet 2 of 3) Detail E(sheet 2 of 3) Detail D(sheet 2 of 3) 4"+/-3" Lock Bars Detail J(sheet 2 of 3)
0101.
+1-3" IOtai C-1
(_r' Jamb bracket quantities shown are for use with grade 2 or better southern pine
This product has been tested per TA5202-94.for static air jambs. C
C P P pressure.
This product hos been tested per TAS201/203-94 for large missile impact and cyclic wind pressure.
Supporting structural element designs ore Ibe the responsibility of the professional
W Tof record for the buitdin t or structure for the loads listed on this crowing.
(� Model Number Door Total Total No. Strut Jamb
HT_10&2_1D SERIES No.of BfktS/ x„16111
W Height Sections of Struts Configuration Side NOTICE: ��� a"
HT_7082_70 SERIES Hi 728212 SERIES �� cJ D.S �I
fY - These drawings ore a supplement Q P` �/ ��
HT 808280 SERIES HT 8082_60SERIES HT 7182_77 SERIES Hi_1482_14 SERIE$ 6'-0" 3 3 5
to the installation.instructions for ♦ .........
HT 8182_81 SERIES HT 81&2_61 SERIES HT 72&2_72 SERIES HT_16 82_76 SERIES ♦ CEN
8'-0" 4 4 5 a standard door and only covers ;• \ S •
HT 82&2_82 SERIES HT 83&283 SERIES HT 7382_73 SERIES HT 32&232 SERIES r , V • 9�l
HT80&2_90 SERIES HT_84&284 SERIES HT_74&274 SERIES HT 33&2_33 SERIES 6'-3" 4 4 5 those procedures that vary from
standard door installation. If r N
Door Width
Deal n Pressures End Center Center Center Center Impact 8'-6" 4 4 6 these specific procedures are not *;
+lis -pat Stiles Stiles Hin es Stiles Hinges Stiles Hit n as Solas Hin es Reslslant 6'-9" 4 4 SEE 6 followed. the door may not ..O• ��*:
la0•thm to'-- 48.0 -52.0 Double 4 2 YES T-D" 4 4 SHEET 6 Perform as designed. :T}.
6 IZ-0 Ihnr 17-r 48.0 -52.0 Double 5 2 YES 7'-3" 4 4 3 OF 3 6 �•��"tl•c(O � � �r B
74•-0•thmt4•,r 48.0 -52.0 Double 6 3 YES T-6" 4 1 4 7 ♦ S1' •
iw.(r w iv-2- 48.0 -52.0 Double 7 3 YES T5" 5 5 7 ,,
ir3•thwiz-r 46.0 -52.0 Double 5 2 YES T-9" 4 4 7 ,S�r,,,Aii,N��G+♦
le-0•tha,to-z• 48.0 -52.0 Double 7 3 YES T-9" 5 5 7
WIV-2'
.0 -52.0 Double 5 2 YES 8'-D" 4 4 7
0 -52.0 Double 7 3 YES 8'-D" 5 5 7 IMPACT This product hos been evaluated for use in
ti, 0 -52.0 Double 5 2 YES Maximum section height is 24 in. RESISTANT the High Velocity Hurricane Zone (HVHZ).
0 52.0 Double 7 3 YES Maximum door height is 16 ft. 16'2"HT 600,700,2000&80D STEEL SERIES
This product is available in narrower sizes with the some PSF and constructed as shown. All doors, even those above the tested height, HVHZ WIND LOAD SECTIONAL DOOR
A This product is designed and sold by PSF. The AHJ or Engineer of Record is responsible for determining the PSF are available with jamb brackets or commercial DESIGN PRESSURE+48.0/-52.0 PSF A
required for any given site. full angle. The quantity and dimensional -
location of the jamb brackets/crock clips and 320Syam6re BAAWINBN0.:WL-0600-0194-08-08-52M-D flEV.
the jamb mounting shown above should be Wavi Ui043WIlOATEURN: 1711/14 1 BRAWN BY: MVS
maintained. 418337.9900
ac„wm, MOBEIIS): See Sheet 3 SHEAT:I OF 3
REVISIONS
Complies with the FBC 5th Edition, (2014) e111.zoxf By I EE]ceallaE NATE
TEK SCREW
1/4'X 3/4-Hex Washer Head Self Drilling
(3 per Bottom Bracket&2 per Low - 2}}
. E
ADJUSTABLE TOP FIXTURE ENO HINGE Headroom Top Bracket) 3 INTERMEDIATE HINGE
12 Go 14 Ca Galvanized SteelBOTTOM BRACKET 18 or 14 Go Galvanized Steel
PUSH NUT 7/16" iEK SCREW 13 Go Galvanized Steel
See DETAIL K far push .0.#9SeeDETfJLKforpusIi
I/4"X 3/4'Hex Washer (( LOW HEADROOM TOP BRACKET o Q o 1/4TEK SCREW
nut placement Head Self Drilling(4 per g Self X 3/4"Hex Washer Head
Hinge) Self Grilling(4 per Hinge)
TEK SCREWY PUSH NUT 7/16'
t/4'X 3/4'11cx Washer PUSH NUT 7/16' See DETAIL K for push nut placement NOTE: The location of the Intermediate
Head Self Drilling(4 per hinges is indicated t by the TOG-L-LOC
Bracket) nut placement BOTTOM SEAL dimples at the lop of each section.
DETAIL A DETAIL B DETAIL C DETAIL D
E
E TEK SCREW
1/4"x 3/4"Hex Washer Head Self
Drilling (2 per End&Intermediate Stiles)
3 1/2'x 5"E STRUT
18 Ca 70 KSI Minimum
Galvanized Steel SLIDE LOCK (One On Each Ix
JAMB BRACKET Side of The Door)or ° l
S"
12 Go Galvanized Steel LOCK BARS (see DETAIL J) • °
—�_ -SLIDE LOCK or LOCK BARS 21 Section - 17
21'Section - 20 3'
3� BOLT&NUT Engages into the vertical 18•section - 17�' 24"Section - 23�' •to
1/4-20 X 5/8"Carriage track on each side of the 21'Section - 20}' f
Boll& I/4-20 Hex door 24'Section - 23
Washer Nut (1 per Jamb TEK SCREW
D 3'x 31/4"BRIDGE PLATE Bracket) 1/4"X 3/4-Hex Washer I S e• _•n D
I8 Cc 50 KSI MINIMUM Head Self Drilling(4 per !_—
DETAIL E
Galvanized
uocn d with`3 mm DETAIL F DETAIL G Side Lock) �_"
TOG-L-LOC at 4 Corners
J 2k
DETAIL L DETAIL M
MATERIAL: 20 GA CS Steel, MATERIAL: I6 GA Cs Steel, AypEatlra7�t�d
OUTSIDE G40 Min. Hol Dipped Galvanized G40+ Min. Hot Dipped G°Ivon:zed D=Z f/
HANDLE I�DdE
�C 1 C 7'Min. 00 000
FLAG BRACKET
DETAIL K ROLLER 00
eintothaverl.
K BARS Engage p �O
Thera should be a s ace of 2"Diameter Nominal Ten �I
ical 1/4•Delwean the roller hub Boll Nylon w/Hardened BOLT 'rt♦ nCJD
k on each side 5/16"X 1 5/8"Log Boll �r•• °••�� I♦
and the outside edge of the Shaft or len Ball Steel ,•
he door (4 par Flog Bracket)
roller holder which is set by w/Hardened Shall with o p ��,� ••�CENS°�L♦♦♦
DETAIL J the push nut. Minimum Workable Shaft ♦�� ♦
Length Shown. ftNO 5
Alternate Lock Configuration
BOLT&NUT
1/4-20 x 5/8"Track BoltB
B NOTE: Jamb Loads: +384.0 lbs./ft. / -416.0 lbs./ft. & 1/4-20 Hex Washer Nut � •� `S F .•,��
End&Intermediate Stiles(Backers) (2 for Horizontal& 2 for i Q• vC` \ (v�
Min. _ jltlpiLL,(sheet 2 of 3) Min. verGcoi Track) • j
♦, •
of 1' Attached with 3 mm TOG-L-LOC at 2 places. of 1' Ii
DOUBLE STEEL END STILE DOUBLE STEEL END STILE •�,
16 Go Galvanized Steel 16 Go Galvanized Steel .,,�E NAS
Detail (sheet 2 of 3) Detail (sheet 2 of 3)
.' DETAIL H
VERTICAL TRACK IMPACT This product has been evaluated for use in
2"Nominal 13 Go Galvanized Steel WOOD JAMB RESISTANT the High Velocity Hurricane Zone (HVHZ).
BOLT&WASHER The vertical wood iamb fasteners
LDI Flat
We
hee Lag 9011&2'O.D.x 7/16' may
ou�l ngl susunk rface.LaSe9 jamb NOTE: Details on some views omitted for clarity. 16HVHZ WIND LOAD SECTIONAL DOORSERIES
A NOTE: Jamb bracket must be in direct contact attachment details on sheet 3 for Double end steles and end hardware may be EEE A
with the 2x6(No drywall allowed). attaching jambs to the structure. required on wider or heavier doors. • • DESIGNAGO-01RH+48.0%52.D RE
320SycOmOre DRAWIHDRO.: NG0600.0194-08-08-52M-D REV.
SECTIONB-B WBOsem,ONO 43567DATE DRH: 1211/14 DRAWN BY., MVS
MODEL(S): See Sheet 3 ISHEET.2OF3
Complies with the FBC 5th Edition, (2014) REVISIONS
'u"'111111
lV.retlF VT orsetlwasty 0Att
III"THICK - FIT 600 SERIES FASTENER TO it
1j"THICK- HT 700 SERIES o
F 2"THICK- HT 2000 SERIES
3"THICK - HT sac SERIES F
0 0
2 X 6 GRADE 2 OR BETTER SOUTHERN
PINE JAMBS.
SEE CHART FOR WOOD JAMB ATTACHMENT
o TO BUILDING STRUCTURE.
STRUT Detail F
(sheet 2 of 3)
Bullding MWmum MND m Mb iter on Center llo Tension
o 0
Structure Fastener Type Embedmere arsta m ncente Speahe tnad
E OPENING E
Mia 2000 PSI Tepcan 114°wl' 13/4" 2112• 3• 12° 443# HEIGHT
Concrete 1"ODwasher o 0
Min.4000 PSI Tapcon 1114"W1 "2112° 3• 12' 594# MAXIMUM ON
Concrete 1.OD washer CENTER SPACING
TONGUE AND GROOVE JOINT. Southern Pine 318°Lag wl 2' 1 1/2" 4" 12' 845# o o
(G-0.55) 111a oDwasher
FIRST FASTENER 4"to 8"
Spruce Pine Fir 318°Lag wl 2112,• 2• a" 12° 705# ABOVE THE FLOOR
(G=0.42) 1 116"OD washer
0 0
1 4 1 1
STRUT netail F
(sheet 2 of 3) NOTE:2X6 mounted to the wall must be Southern Pine Grade 2 or better. I OPENING
D WIDTH D
—26GA MIN. EXTERIOR DDS OR
CS STEEL SKIN WITH G40 MIN.
HOT DIPPED GALVANIZED,WITH MODEL NUMBERS
EPDXY PRIMERRSc&BBAKEDD-ON ,
POLYESTER PAINT TOP COAT.
MIN.YIELD: 25 KSI
MODEL NUMBERS AVAILABLE
TONGUE AND GROOVE JOINT. � bY> 14e
HT_14&2_14 SERIES oy Tb
HT_16&2_16 SERIES hfrmi �
C STRUT Detail E HT_32&2_32 SERIES C
(sheet 2 of 3) HT_33&2_33 SERIES
HT 10&2 10SERIES
26 GA MIN.INTERIOR CS HT 12&2 12 SERIESSTEEL SKIN G40
parntlee j
GALVANIZED.WITH
AKED-ON IN HT 60&2_60 SERIES ������PS•b• ,'V•i�.
POLYESTER PAINT TOP COAT. — ••
MIN.YIELD: 35 KSI -y
HT_61&2 61 SERIES ;`,t�.•y�CENSF'•••
TONGUE AND GROOVE JOINT. HT 63&2_63 SERIES NO 5535
B HT 64&2_64 SERIES '"O ST •* B
HT_70&2_70 SERIES .
STRUT Detail E HT 71&2 71 SERIES �'.� �•�0 0O• •,�V"
(sneer z of 3) HT_72&2 72 SERIES +++. •Au``�
HT 73&2_73 SERIES
FIRE RATED POLYURETHANE FOAM HT 74&2 74 SERIES IMPACT This product has been evaluated for use in
INSULATION —
ES
RIGID/FLEXIBLE PVC BOTTOM SEAL. HT 80&280 SERIES RISTANT the High Velocity Hurricane Zone (HVHZ).
HT 81&2_81 SERIES 16'2"HT 600,700,2000 L 2000&800 STEEL SERIES
A E �� HVHZ WIND LOAD SECTIONAL DOOR
HT 62&2_82 SERIES DESIGN PRESSURE+48.0/-52.0 PSF A
SECTION A-A 4SECTIONS SSECTIONS 6SECTI01
HT 90&2 90 SERIES 320syamore DRAWING K: WL-0600-0194-0848-52M-D REV.
STRUT CONFIGURATION — — Wausearl Ohio 43567 gAiE RRN: 12/1/14 BRAWN 6Y: MVS
419-337-990D
.n„wa r MODEL(S): Scc Sheet 3 SHEET:3 OF 3
MIAM MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
I 1805 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.mlamldade.gov/economy
Haas Door Company
320 Sycamore Street
Wauseon,OH 43567
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 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: Series HT 600,700,800&2000 Insulated Steel Sectional Garage Door up to 161-2"
Wide
APPROVAL DOCUMENT: Drawing No.WL-0600-0194-08-48-52M-D,titled"16'-2"HT 600,700,
2000&800 Steel Series HVHZ Wind Load Sectional Door",sheets 1 through 3 of 3,dated 12/01/2014,
prepared by Haas Door Company,signed and sealed by Thomas D. Sullivan,P.E.,bearing the Miami-Dade
County Product Control approval stamp with the Notice of Acceptance number and approval date by the
Miaini-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 track,
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 consists of this page I and evidence page E-1,as well as approval document mentioned above.
The submitted documentation was reviewed by Carlos M.Utrera,P.E.
NOA No.15-1104.03
M[AMMADecouNry Expiration Date:February 11,2021
1Approval Date:February 11,2016
/04_ 0
Page 1
Haas Door Comnanv
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No.WI-4600-0194-08-48-52M-D,titled"16'-2"HT 600,700,2000&800 Steel
Series HVHZ Wind Load Sectional Door",sheets 1 through 3 of 3,dated 12/01/2.0 14,
prepared by Haas Door Company,signed and sealed by Thomas D.Sullivan,P.E.
B. TESTS
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 Resistance Test,per TAS 202-94
along with marked-up drawings and installation diagram of 16'-2"wide x 8"height HT 600
Series Sectional Steel Garage Doors,prepared by Intertek/ATI,Test Report No.E1289.02-
550-18,dated 12/05/2014,signed and sealed by Justin P.McDonald,P.E.
2. Test report on Tensile Test per ASTM E8, of steel sheets,prepared by Intertek/ATI,Test
Report No.E1289.11-106-18,dated 12/12/2014,signed and sealed by Gary T.Hartman,P.E.
3. Test report on Salt Spray per ASTM B 117 of coated metal steel panels,prepared by
Intertek/ATI,Test Report No.E1289.10-106-18,dated 11124/2014,signed and sealed by Gary
T.Hartman,P.E.
C. CALCULATIONS
1. Anchor calculations prepared by JB&B Engineering Consultants,LLC,dated 07/01/2015,
signed and sealed by Thomas D. Sullivan,P.E.
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources(RER)
E. MATERIAL CERTIFICATIONS
1. Test report on Surface Burning Characteristics of the polyurethane foam insulation per
ASTM E84,prepared by QAI Laboratories,Test Report No.RJ3298-1,dated
06/25/2014,signed by Christopher W.C.Bowness,P.E.
2. Test report on Ignition Temperature of Plastics of the polyurethane foam insulation
per ASTM D1929,prepared by QAI Laboratories,Test Report No. RJ3298-2,dated
07/14/2014, signed by Christopher W.C.Bowness,P.E.
F. STATEMENTS
1. Statement letter of code conformance to the S"edition(2014)FBC issued by JB&B
Engineering Consultants,LLC,dated 06/16/2015,signed and sealed by Thomas D. Sullivan,
P.E.
2. Statement letter of no financial interest issued by JB&B Engineering Consultants,LLC,dated
06/16/2015,signed and.sealed by Thomas D. Sullivan,P.E. /0
Carlos M.Utrera,P.E.
Product Control Examiner
NOA No.15-1104.03
Expiration Date:February 11,2021
Approval Date:February 11,2016
E-1