HomeMy WebLinkAboutBENNETT BUILDING SYSTEM PAPERWORKr
SCANNED
BY
St. Lucie County.
MAXIMUM 30'-0" ' WIDE X 14%0" EAVE HEIGHT- BOX SAVE
FRAME AND BOW -FRAME
ST. LL`CII CCOOLf,N'T `Bi1I1.DfNC. DMSIOh'
maNED FOR CO` 4�CE 21 October 2015
REV[Etl`ED BY� JUN % 4
DATE Revision 6 2076
PL.aNS AND P Y1IT MUST BE KEPT ON dOw&, A Project No.-15123S PERMiITTiNG
OR NO INSPECTION WILL BE MADE. St. Lucie County, FL
Prepared for:
c HESE PLANS AND ALL PROPOSED, ett Building Systems, LLC
ARE SUBJECT TO ANY CORRECTIONS 1660 Dixon Airline Road
REQUIRED.BY FIELD INSPECTORS THAT,Augusta, Georgia 30906
MflAY BE NECESSARY IN ORDER TO:
COMPLY I * ALL APPLICA9LEGQQES,"
"' ' Prepared by:
Moore and Associates Engineering and Consulting, Inc.
1609 East Avenue
CONCEALE,O FASTENERS OR ATTACHMENTS North Augusta, SC 29841
ARE THE RESPONSIBU Y Of THE
CONTRACTOR Of RECORD
MOORE ANO. ASSOCIATES
ENGINEERING AND CONSULTING
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No 57 ;
ATE OF
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MOORE AND ASSOCIATES
DRAWN BY: FRS
B B, ° LLC
ENGINEERING AND CONSULTING, INC.
P L VERSHEEI
HECKED BY: PDH
MIS DOCUMENT IS THE PROPERTY Or MOORE AND ASSOCIATES. INC. TIE
ZED
OMUTHETIEED REPRODUCTION. COPYING. OR OTHERWISE IRE Or THIS DOCUMENT IS
JECT lIGR: VSN
DATE: ID-2D-IS a
SCALE: NTS
B N� 15123S
LIENT: BBS
T. 1
OVfi Nm SK-3 6EVa 6
STRICTLY MID M INFRINGEMENT THEREUPON MY RE SUBJECT TO
N. LEGACTION.
DRAWING INDEX
SHEET
1
PE SEAL COVER SHEET
SHEET
2
DRAWING INDEX
SHEET
3
INSTALLATION NOTES AND SPECIFICATIONS AND TYPICAL SIDE
AND END ELEVATIONS
SHEET
4
TYPICAL RAFTER/POST END AND SIDE FRAMING SECTIONS AND
CONNECTION DETAILS (BOX EAVE RAFTER)
SHEET
5
CORNER POST CONNECTION ➢ETAILS
SHEET
6
TYPICAL RAFTER/POST END AND SIDE FRAMING SECTIONS AND
CONNECTION DETAILS (BOW RAFTER)
SHEET
7
CORNER POST CONNECTION DETAILS
SHEET
8
BASE RAIL ANCHORAGE OPTIONS
SHEET
9
BASE RAIL ANCHORAGE OPTION FOR CAST IN PLACE ANCHORS
SHEET
10
TYPICAL END WALL AND SIDE WALL FRAMING SECTIONS (BOX
EAVE)
SHEET
11
TYPICAL END WALL AND SIDE WALL FRAMING SECTIONS (BOW
RAFTER)
SHEET
12
WALL OPENING DETAILS
SHEET
13
WALL OPENING DETAILS
SHEET
14
LEAN-TO OPTIONS (BOX EAVE RAFTER)
SHEET
15
LEAN-TO OPTIONS (BOW RAFTER)
SHEET
16
VERTICAL ROOF OPTION END AND SIDE ELEVATION AND SECTION
MOORE AND ASSOCIATES
[EERING AND CONSULTING, INC.
o`o,`y lis a6ayyO0ees
E Al
° NO 5771
BENNETT BUILDING SYSTEMS, LLC
ENCLOSED BUILDING
IS
'Y
BOX EAVE FRAME RAFTER ENCLOSED BUILDING (Sheets 4, 5, 8, 9, 10,
WINDOW (AS APPLICABLE)
DESIGN PRESSURE CAS AP P DOOR
DES = (21B PSF, -23.6 PSFJ ROLL
O APPLICABLE)
HIGH = <32.85 PSF, -35 6 PSFJ DESLOVIGN PRS SU�PSFE -19.9 PSFJ
HIGH = (26.45 PSF. -2995 PSFJ <�
6'
FLASHING
LENGTH VARIES
JMBER AND SPA(
TYPICAL SIDE ELEVATION -HORIZONTAL ROOF
SCALE: 1/8' = 1'-0'
BOW FRAME RAFTER ENCLOSED BUILDING
WINDOW (AS APPLICABLE)
DESIGN PRESSURE
LOW = (21.B PSF, -23 6 PSF)
HIGH = (32.85 PSF. -35.6 PSF)
12, 13 14, AND Ii
-SWINGING DOOR
(AS APPLICABLE)
DESIGN PRESSURE
LOW = (BD,B ASP. -22.6 PSF)
HIGH = (31.35 PSF. -34.5 PSF)
1 35' MAXIMUM RAFTER SPAN 1
TYPICAL END ELEVATION -HORIZONTAL ROOF
SCALE: 1/8' = 1'-0'
(Sheets 6, 7, 8, 9, 11, 12, 13, AND 15) DG
(AS APPLICABLE) SWINGING DOOR
DESIGN PRESSURE (AS APPLICABLE)
LOW = (I T.S PSF, -19.9 PSF) DESIGN PRESSURE
HIGH = (26.45 PSF, _29.95 PSF) LOW = (25.6 PSF, -22.6 PSF)
HIGH = (3135 PSF, -34.5 PSF)
FLASHING
'GEM
LENGTH VARIES DEPENDING ON r )ATE OF
NUMBER AND SPACING OF RAFTERS - 30' MAXIMUM RFFTER;SPAN
TYPICAL SIDE ELEVATION TYPICAL END ELEVATIdf�:••'••...
SCALE: 1/e• =''-0 INSTALLATION NOTES AND SPECIFICATIONS) ° re�Be�NAElli� vE e
I DESIGN IS FOR A MAXIMUM 30' WIDE x 14' EAVE HEIGHT STRUCTURES.
2. DESIGN WAS DONE IN ACCORDANCE WITH THE 2014 FLORIDA BUILDING CODE (FBC) 5TH EDITION, 2006 INTERNATIONAL BUILDING CODE (IBC),
2009 IBC AND 2012 IBC.
3. DESIGN LOADS ARE AS FOLLOWS:
A) DEAD LOAD = 1.5 PSF
B) LIVE LOAD = 12 PSF
C) GROUND SNOW LOAD = 30 PSF
4. LOW ULTIMATE WIND SPEED 105 TO 140 MPH (NOMINAL WIND SPEED B1 TO 108 MPH): MAXIMUM RAFTER/POST AND END POST
SPACING = 5.0 FEET.
5. HIGH ULTIMATE WIND SPEED 141 TO 170 MPH (NOMINAL WIND SPEED 109 TO 132 MPH): MAXIMUM RAFTER/POST AND END POST
SPACING = 4.0 FEET.
G. LOW HAZARD RISK CATEGORY I (WIND).
7. WIND EXPOSURE CATEGORY B.
B. SPECIFICATIONS APPLICABLE TO 26 AND 29 GAUGE METAL PANELS FASTENED DIRECTLY TO 3' x 2' - 15 GAGE TUBE STEEL ITS)
FRAMING MEMBERS.
9. AVERAGE FASTENER SPACING ON -CENTERS ALONG RAFTERS OR PURLINS, AND POSTS (INTERIOR OR END) = 6 INCHES.
10. FASTENERS CONSIST OF 1/4'-14x3/4' SELF-➢RILLING FASTENER (SDF), USE CONTROL SEAL WASHER WITH EXTERIOR FASTENERS.
SPECIFICATIONS APPLICABLE ONLY FOR MEAN ROOF HEIGHT OF 20 FEET OR LESS, AND ROOF SLOPES OF 14' (3112 PITCH) OR LESS SPACING
REQUIREMENTS FOR OTHER ROOF HEIGHTS AND/OR SLOPES MAY VARY.
11. GROUND ANCHORS CONSISTING OF #4 REBAR W/WELDED NUT x 24' LONG MAY BE USED FOR LOW ( ( 106 MPH NOMINAL) WIND SPEEDS ONLY.
12. GROUND ANCHORS SHALL BE INSTALLED THROUGH BASE RAIL WITHIN 6' OF EACH POST.
13, OPTIONAL BASE RAIL ANCHORAGE MAY BE USED FOR LOW AND HIGH ( > 117 MPH - 139 MPH NOMINAL) WIND SPEEDS.
14. WIND FORCES GOVERN OVER SEISMIC FORCES. SEISMIC PARAMETERS ANALYZED ARE: C
SOIL SITE CLASS D
RISK CATEGORY I/II/III
R= 3.25 = LO
S DS- 1.522 V= CSW
SDI= 0.839
MOORE AND ASSOCIATES DRAWN BY:JRS BENNETTBUILDING SYSTEMS, LLC
ENGINEERING AND CONSULTING) INC. CHECKED BY: PDH ENCLOSED BUILDING
THIS DOCUMENT IS THE PROPERTY OF (OOtE AND ASSOCIATES. INC. THE PROJECT NOR: VSN DATE: ID-20-15 SCALE: NT$ .JOB NON 151235
UNAUTHORIZED REPRODUCTION. COPTIM6, OR OTHERWISE USE Or THIS DOCUENT IS
STRICTLY PRONIBITED AND ANY INFRINGEMENT THEREUPON MY BE SUBJECT TO
:•Ta
26 OR 29 GA. GALVANIZED METAL ROOF
AND WALL PANELS FASTENED TO RAFTERS
AND POSTS WITH 1/4'x3/4' SDF'S WITH
CONTROL SEAL WASHER M AVERAGE G' CC,
SPACING
2
Q3
`21 16 GA. U-[HANNEL
BRACE FASTENED TO
RAFTER WITH (2)
1/4'x3/4' S➢F'S AT
LENGTH VARIES DEPENDING ON
NUMBER AND SPACING OF RAFTERS
TYPICAL RAFTER/POST END FRAME SECTION TYPICAL RAFTER/POST SIDE FRAMING SECTION
I
SCALE 1/8' = 1'-0' SCALES 1/8' = 1'-0'
NIPPLE TD
RAFTER 2/16 =
� 16 GA. U-CHANNEL BRACE
4500• (43' RARER POST)
(LOW OR HIGH WIND SPEED)
MINIMUM 6' LONG. MINIMUM 15 GA.,
iS NIPPLE. SECURE POST TO NIPPLE
WI
(4) I/4'x3/4' SDF'S
(4) S➢PS
EACHHEND) END)
TS POST
1
BOX EAVE RAFTER/CORNER
Tn \POST CONNECTION DETAIL
ire SCALE: NTS
AS.
No 57
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<OR
`OP,�\��,a
MOORE AND ASSOCIATES
PEERING AND CONSULTING, INC.
IT IS THE PROPERTY R HWRE AND ASSOCIATES, INC. THE
1 REPRODUCTION. COPYING, OR OTHERWISE USE Or THIS DOCUMENT IS
IHIBITED AND ANY 1WRINOEHENT THEREUPON MAY BE SUBJECT TO
l
MINIMUM 6' LONG, MINIMUM
15 GA., IS NIPPLE. SECURE
WITH (6) 1/4'x3/4' SDF'S
IS POST
-IS CONTINUOUS BASE RAIL
RAFTER POST/
2 BASE RAIL CONNECTION DETAIL
SCALE: NTS
16 GA. U-CHANNEL BRACE
FASTENED TO THE LEG AND
RAFTER, WITH (2) 1/4'x3/4'
SDF'S AT EACH END
(4 PER BRACE)
BRACE SECTION
SCALES NTS��
W-BUILDING SYSTEMS, LLC
ENCLOSED BUILDING
I
IS BOX EAVE RAFTER
3/16 NIPPLE TO /
3/16 RAFTER /
`MINIMUM 6• LCNO,
MINIMUM IS
TS NIPPLE. SECURE
POST (4 NIPPLE
(w WITH 1/4•x3/4•
SOPS
/ �16 GA. U-CHANNEL BRACE
\' / TS BOX EAVE RAFTER
IS
2 3/4'xl 3/4•-15 GA. v
REINFORCING 3'-0' LCNG,
SECURE WITH (16)
1/4•x3/4' S➢F'S
112' TO 14' RAFTER POST
FOR LOW WIND)
(II' TO 14' RAFTER POST
FOR HIGH WIND)
BOX EAVE RAFTER/CORNER
MOORE AND ASSOCIATES
PEERING AND CONSULTING, INC.
SDF'S
16 CA. U-CHANNEL BRACE
IS POST 15 GA.
(9' TO I1' RAFTER POST
FOR LOW WIND SPEED)
19' TO 10' RAFTER POST
FOR HIGH WIND SPEED)
TS POST
SECURE WITH
(4) 1/4'x3/4' SDY'S
(EACH END) BOX EAVE RAFTER/CORNER
IC POST CONNECTION DETAIL
SCALE NTS
`y'P�N c"E'nin
s �
n
IT BUILDING SYSTEMS, LLC
ENCLOSED BUILDING
IT IS THE PROPERTY OF HOME AND ASSOCIATES, IRE. THE
1 REPRODUCTION, [OPTING, OR OTHERWISE USE OF THIS DOCUMENT IS
NIBITED AND ANY IKRINGEIENT THEREUPON MIIY BE SUBJECT TO
26 OR 29 GA. GALVANIZED METAL ROOF
AND WALL PANELS FASTENED TO RAFTERS
AND POSTS WITH 1/4'x3/4' SDF'S WITH
CONTROL SEAL WASHER B AVERAGE 6' D.C.
SPACING
LENGTH VARIES DEPENDING ON
NUMBER AND SPACING OF RAFTERS
I
12
Q 3
AT
TYPICAL RAFTER/POST'�ND FRAME SECTION
SCALE! 1/8' = 1'-0' ..
IS BOW RAFTER
TYPICAL RAFTER/POST FRAMING SIDE SECTION I
SCALE+ 1/8' = V-0'
NO SIRENS y� �(E CH WITH
(4) 1/4'x3/4' SUP
REQUIRED IN (EACH EMU)
BOv END
/ 9• c.
F MINIMUM 6' LONG, MINIMUM
IS GA., TS NIPPLE. SECURE
NIPPLE TO 3/16 WITH
(6) 1/4'x3H' SOPS
•s / 16 GA. U-CHANNEL { 3/1CE BASE RAIL 6
e L 00• / ((B' RAFTER POST) \ TS POST
iu nl (LOW OR HIGH WIND SPEED)
1 tjS
TS CONTINUOUS BASE RAIL
LONG, MINIMUM 15 GA,NISECURE DOW RAFTER ANDPOST
S TO NIPPLE WITH (4) 1/4'x3/4'
TS POST
BOW RAFTER/CORNER POST RAFTER POST/BASE RAIL
IA CONNECTION DETAIL, 2 CONNECTION DETAIL
SCALE: NTS SCALE: NTS
�v��yNE AS"�O e...Ai
Tt; No
zz�
1
' CHANNEL BRACE
,• GA. U-
TE OF W` FAQ ENED TO THE LEG AND
A\ • \ 2' RAFTER, VITH (2) 1/4'x3/4'
',�NA; �EN?,o\ BRACESCALD ITSECTION (a PER 6 ACE)
ENO
4M
MOORS AND ASSOCIATES DRAWN BY- JRS BENNETT BUILDING SYSTEMS, LLC
FEERING AND CONSULTING, INC. CHECKED BY- PDH ENCLOSED BUILDING
IT E THE PROPERTY IN I.ORE THE 1ISp USE O, INC- THE PROJECT RGR: WSN DATE- 10-20-15 SCALE= NTS JDB ND P
I REPRODUCTION. COPYING. OR OTHERWISE USE 6 THIS pQIR(xT IS
TS ROW RAFTER
SECURE WITH
(EACH ENO)
9.
� R9n
BOW RAFTERx ND
P PGSL TO NSPP
VILH 14)
u n� 1/4•x3/4• SDF'S
16 GA. V-CHANNEL BRACE
TS BDV RAFTER
/
'
Sao.
N SCREWS
REG RED IN
BOv D
/
I
9.
�90
/
S POST
MINIMUM 6• LONG,
/
MINIMUM 15 GA„
'� NIPPLE. SECURE
o B V RAFTER AND
P057 TO NIPPLE
VITA (4) 1/4•x3/4•
SOP
/
16 GA U-CHANNEL BRACE
TS 2 3/4. 1 3/4-15 GA.
/`
Y
REINFORCING 3'-O• LONG.
SECURE WITH (16)
1/4'x3/4' SOF'S
TSSp OST 15 GA.
(9' l0 IF RAFTER POST
(12' TO 14' RAFTER POST
FOR LOW WIND)
FOR COW WIND SPEED)
19' TO }D' RAFTER POST
(11. TO 14' RAFTER POST
- FOR HIGH VINO)
I / TS POST
FOR HIGl11, INO PE OI
SECURE VITA
(4) 1/4.x3/4•
SOP'S
(EACH END)
BOW RAFTER/CORNER
POST
BOW RAFTER/CORNER POST
ONNECTION DETAIL
&1BS
CONNECTION DETAIL
CALE, NTS
SCALE: NTS 1`
eoAlOO,,,,
No 1 a
e -0 I77/1- cc �
:. _ E OF rAQ
MOORE AND ASSOCIATES
PEERING AND CONSULTING, INC.
IT IS THE PROPERTY DF MOORE AND ASSOCIATES, INC. THE
REPRODUCTION, COPYING. OR OTHERWISE HISE OF THIS DOCUMENT IS
NIBITED AND ANY INFRINGEMENT THEREUPON MY BE SUBJECT TO
L
40i6YSTBMS, LLC I
BUILDING
BASE RAIL ANCHORAGE OPTIONS FOR LOW AND HIGH WIND SPEEDS
INSTALL 1/2'x 6' EXPANSION INSTALL 1/2'x6' EXPANSION
ANCHOR THROUGH BASE RAIL ANCHOR THROUGH BASE RAIL
FIBERGLASS WITHIN 6' OF EACH WF OR FIBERGLASS WITHIN 6' OF EACH
POST POST
d a d
G
MINIMUM 2 3/4' — £
EMBE➢MENT _- (TYP.I
MONOLITHIC CONCRETE FOOTING
(300D PSI MIN.) REWFORCED
WITH (2) 04'S CONTINUOUS
GRACE I
I I—ial =I 11-
MINIMUM 2 3/5'
_III_ EMBEDMENT
(TYP.)
III � I I
II .11 I I 3000E :C CONCRETE MIN. REINFORCED
ING
PSI
WITH (2) ". CONTINUOUS
GRACE
a d III'
ll�m
5 5/8'
CONCRETE MONOLITHIC SLAB CONCRETE SLAB BASE
BASE RAIL ANCHORAGE 3 B RAIL ANCHORAGE
SCALE: NTS _ LALE: NTS
MINIMUM ANCHOR EDGE DISTANCE IS 6 3/4'. INIMUM ANCHOR EDGE DISTANCE IS 6 3/4'.
GENERAL NOTES
CONCRETE:
CONCRETE SHALL HAVE A MINIMUM SPECIFIED COMPRESSIVE 2' WASHERS
STRENGTH OF 3,000 PSI AT 28 DAYS.
BRILL 5/B' DIAMETER HOLE
COVER OVER REINFORCING STEEL: TOP OF ASPHALT THROUGH THE BASE RAIL AND
FOR FOUNDATIONS, MINIMUM CONCRETE COVER OVER REINFORCING PAVEMENT OR SECURE TO ANCHOR EYE WITH
BARS SHALL BE PER ACI-318: GROUND SURFACE 12' DIAMETER THROUGH BOLT
3 INCHES IN FOUNDATIONS WHERE THE CONCRETE IS CAST AGAINST
AND PERMANENTLY IN CONTACT WITH THE EARTH OR EXPOSED TO
THE EARTH OR WEATHER, AND 1 1/2 INCHES ELSEWHERE. !TS
REINFORCING STEEL)THE TURNDOWN REINFORCING STEEL SHALL BE ASTM A615 GRADE60. THE SLAB REINFORCEMENT SHALL BE WELDED WIRE FABRICMEETING ASTM A185 OR FIBERGLASS FIBER REINFORCEMENT.REINFORCEMENT MAY BE BENT IN THE
SHOP ❑R THE FIELD PROVIDED) ONTINDODB
BASE RAIL
1, REINFORCEMENT IS BENT COLD.
2. THE DIAMETER OF THE BEND, MEASURED ON THE INSIDE OF THE
BAR, IS NOT LESS THAN SIX -BAR DIAMETERS. ➢OUBLE HELI% EYE ANCHOR
3. REINFORCEMENT PARTIALLY EMBEDDED IN CONCRETE SHALL NOT (SEE NOTES BELOW)
BE FIELD BENT.
HELIX ANCHOR NOTES:
1. FOR VERY DENSE AND/OR CEMENTED SANDS, COARSE GRAVEL
AND COBBLES, CALICHE, PRELOADED SILTS AND CLAYS USE MINIMUM ']f"' GROUND BASE HELIX ANCHORAGE
(2) 4' HELICES WITH MINIMUM 30 INCH EMBEDMENT. `)L" SCALE: NTS (CAN BE USED FOR ASPHALT)
2. FOR CORAL USE MINIMUM (2) 4' HELICES WITH MINIMUM 30 INCH
EMBEDMENT.
3. FOR MEDIUM DENSE COARSE SANDS, SANDY GRAVELS, VERY
STIFF SILTS, AND CLAYS USE MINIMUM'(2) 4' HELICES WITH 4,Ety'11e�
MINIMUM 30 INCH EMBEDMENT.
4. FOR LOOSE TO MEDIUM DENSE SANDS, FIRM TO STIFF CLAYS AND %s�
SILTS ALLUVIAL FILL USE MINIMUM (2) 6' HELICES WITH MINIMUM 50 woe, \P .��C ENS
INCH EMBEDMENT. V �: ° %�
r
5. FOR VERY LOSE TO MEDIUM DENSE SANDS, FIRM TO STIFFER d , NO r
CLAYS AND SILTS, ALLUVIAL FILL USE MINIMUM (2) 8' HELICES m
WITH MINIMUM 60 INCH EMBEDMENT. r
MOORE AND ASSOCIATES
DRAWN BYl JRS
13EYNEMS,LLC
CHECKED BY.- PDN
ENGINEERING AND CONSULTING, INC.
;I
D B LDING
THIS DOCUMENT IS THE PROPERTY OF IOORE AND ASSOCIATES. INC. THE
UNAUTHORIZED REPRODUCTION, COPYING, 0R OTHERWISE USE IFTHIS DOCUMENT IS
ROJECT NOR: WSN
DATE, 10-20-IS
SCALE, NTS
JOB NO: 151235
STRICTLY PROHIBITED AND ANY INFRINGEMENT THEREUPON MY BE SUBJECT TO
LEGAL ACTION.
CLIENTI BBS
SHY. 8
DWG" NO: SK-3 lREvj 6
HIGH
4
v
INSTALL 1/20 ANCHOR
ROD THROUGH BASE RAIL
FIBERGLASS WITHIN 6' OF EACH
POST (SEE DETAIL 'A')
GRADE
a E
MIDMEN6T
(TY)'
_I •t
MONOLITHIC CONCRETE FOOTING f
1I
(3000 PSI HIM) REINFORCED
WITH (2) 94's CONTINUOUS
CONCRETE MONOLITHIC SLAB
/ �n 1BASE RAIL ANCHORAGE
SCALE: NTS
GENERAL NOTES
CONCRETE:
CONCRETE SHALL HAVE A MINIMUM SPECIFIED COMPRESSIVE
STRENGTH OF 3,000 PSI AT 28 DAYS.
COVER OVER REINFORCING STEEL:
FOR FOUNDATIONS, MINIMUM CONCRETE COVER OVER REINFORCING
BARS SHALL BE, PER ACI-318:
3 INCHES IN FOUNDATIONS WHERE THE CONCRETE IS CAST AGAINST
AND PERMANENTLY IN CONTACT WITH THE EARTH OR EXPOSED TO
THE EARTH OR WEATHER, AND 1 1/2 INCHES ELSEWHERE,
REINFORCING STEEL:
THE TURNDOWN REINFORCING STEEL SHALL BE ASTM A615 GRADE
60. THE SLAB REINFORCEMENT SHALL BE WELDED WIRE FABRIC
MEETING ASTM A185 OR FIBERGLASS FIRER REINFORCEMENT.
REINFORCEMENT MAY BE BENT IN THE
SHOP OR THE FIELD PROVIDED:
1. REINFORCEMENT IS BENT COLD.
2. THE DIAMETER OF THE BEND, MEASURED ON THE INSIDE OF THE
BAR; IS NOT LESS THAN SIX -BAR DIAMETERS,
3. REINFORCEMENT PARTIALLY EMBEDDED IN CONCRETE SHALL NOT
BE FIELD BENT.
MOORE AND ASSOCIATES
PEERING AND CONSULTING, INC.
IT IS THE PROPERTY Or WORE AND ASSOCIATES. INC. THE
I REPRODUCTION. COPYING, OR OTHERWISE USE OF THIS DOCUMENT IS
NIBITED AND ANY INFRINGEMENT THEREUPON MY BE SUBJECT TO
L
INSTALL 1/20 ANCHOR
ROD THROUGH BASE RAIL
WITHIN 6. OF EACH
VVF OR FIBERGLASS POST (SEE DETAIL THIS
FIBERS SHEET)
c G GRADE
G
=1II—III EF
MTYP)M G. I
EMBE➢VENT _
it —I
It 111
MONELITHIC CONCRETE FORTING
(3000 PSI MIN) REINFORCED --1 WITH 21 #4's CONTINUOUS
CONCRETE SLAB BASE
3 B RAIL ANCHORAGE
SCALE NTS
!/CONCRETE
1/B
HEX NUT
TYPICAL CAST -IN PLACE
ANCHOR ROD DETAIL
SCALE NTS
0N111 E`IS1Boto"o
51.. ��CElys+�;,•.Q ®ems
(n s
No 57 �
�ORIO�'
4............ _.Ca
IG SYSTEMS, LLC
BUILDING
VE
WALL OPENINGS
H
}
TYPICAL BOX EAVE RAFTER
END WALL FRAMING SECTION
SCALE: 1/8' = V-O'
BOX CAVE
RAFTER/POST
ASSEMBLY
SEE NOTES
(PAGE 3)
FOR MAXIMUM
SPACING
ROLL -UP
OPENING FOR
SWINGING DOOR
t2 WITH HEADER
TYPICAL BOX EAVE RAFTER END
WALL OPENINGS FRAMING SECTION
SCALE: 1/B' = I'-0'
OPENING FOR WINDOW
OPENING FUR ROLL -UP WITH HEADER AND WINDOW
DOOR WITH HEADER RAIL (ALSO APPLICABLE
TO END WALLS'
D 6
3 2 12
OPENING FOR J
SWINGING DOOR 12
WITH HEADER
TYPICAL BOX EAVE RAFTER
SIDE WALL ❑PENINGS FRAMING SECTION
SCALE, 1/B' = 1'-0'
MOORE AND ASSOCIATES
PEERING AND CONSULTING, INC.
No 53
rE OF
R.I.
0
MY
Is
h
BOW RAFTER END WALL AND SIDE WALL OPENINGS
SEE NOTES SEE NOTES
(PAGE 3)
F MAXIMUM 4 (PAGE 3J
ACING 12 FUR MAIDM➢M
q SPACING
]
6 12
12 ] 6
l2 12
5 ] 5
12 y 12 12 12
] OPENING FOR
SWINGING DON
12 WITH HEADER
TYPICAL BOW RAFTER TYPICAL BOW RAFTER END
END WALL FRAMING SECTION WALL ❑PENINGS FRAMING SECTION
SCALE: 1/B' = V-0' SCALE: 1/8' = 1'-0'
BGV RAFTER/POST
ASSEMBLY
thi-T
2 6 ]
2 12
OPENING FOR -[NBDv
OPENING FOR ROLL -UP WITH HEADER AND WINDOW
. DOUR WITH HEADER RA1L(AL$D APPLICABLE
TO END WALLS)
10
3
OPENING R ]
SWINGING BED R
WITH HEADER
12
TYPICAL BOW RAFTER SIDE
WALL OPENINGS FRAMING SECTION
SCALE; 1/8' = 1'-0'
♦0011611019YY//j°°
oor♦ `iNE S.
orr�P,•�\GENS Op pi
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i°11S/Q • • �A •• rr
MOORE AND ASSOCIATES DRAWN BY: JRS BE LC
ENGINEERING AND CONSULTING] INC. CHECKED BY: PDH 14
THIS DOCUMENT IS THE PROPERTY If MOM AND ASSOCIATES. INC. THE T
UNAUTHORIZED REPRODUC7I0N. COPYING. OR OTHERWISE USE OP THIS DOCUMENT IS PROJECT HGR: WSH DATE: 10-20-15 CALE, NTS JOB NO: 15123S
STRICTLY PROHIBITED AND ANY ITERIN EHEHT THEREUPON My BE SUBJECT TO
LEGAL ACTION.CLIENT: BIDS SHT. 11 DWG. NO: SK-3 IREVA 6
BOW AND BOX EAVE RAFTER WALL OPENING DETAILS
TS
END POST/RAFTER
4 CONNECTION DETAIL
SCALE+ NTS
POST
END POST
TS HEADER OR
WINDOW RAIL
HEADER OR WINDOW RAIL
6 TO POST CONNECTION DETAIL
SCALE NTS
MOORE AND ASSOCIATES
EERING AND CONSULTING, INC.
IS POST (CORNER)
MINIMUM 6' LONG, MINIMUM
15 GA, TS NIPPLE. SECURE
WITH (6) 1/4'x3/4' SDF'S
t I/2'x1 1/2'x2' 16 GA. CLIP
ANGLE SECURE TO RAFTER
POST AND BASE RAIL W/(4)
t/4'x3/4' SDF'S
CONTINUOUS BASE RAIL
END POST/BASE RAIL
5 CONNECTION DETAIL
SCALES NTS
TRUSSED RAFTER CHORD.
HEADER
TS END POST OR
DOOR
WINDOW
FRAME POST
NOTE, AT,ROLL-UP DOOR
BE
TS HEADER.W BASE \I I / p➢ST'LUSHT➢ITH RAIL RAIIL ONLY ON SIDE
RAL
RAIL, OR WINDOW vl F OPPOSITE THE OPENING.
POST TO HEADER, BASE RAIL, OR
7 WINDOW RAIL CONNECTION DETAIL
SCALE NTS
,�a��P•.. .G E N
2 it
No 57C4
I Z
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..........�(
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Is
BOW AND BOX EAVE RAFTER WALL OPENING DETAILS
NIPPLE
HEADER
6' LONG, MINIMUM
'S NIPPLE. SECURE EACH
1/4'.3/4' SDF'S
DOUBLE HEADER/POST
8 CONNECTION DETAIL
SCALE NTS
POST
MINIMUM 6' LONG, MINIMUM
15 GA., TS NIPPLE. SECURE EACH
WITH (4) 1/4'v3/4' SDF'S
POST/BASE RAIL
10 CONNECTION DETAIL
SCALE, NTS
MOORE AND ASSOCIATES
PEERING AND CONSULTING, INC.
NIPPLE
HEADER
POST/DOUBLE HEADER
9 CONNECTION DETAIL
SCALE: NTS
S. A4
>�Q�.��GEAIS�:•.9�
* et • No 57
�9 • /5--a
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Is
BOX EAVE RAFTER LEAN-TO OPTIONS
�24. 16 GA U-CHANNEL
BRACE FASTENED TO
RAFTER WITH
(2)1/4'x3/4' SDF'S AT
EACH END
(4 PER BRACE)
MAIN STRUCTURE
LEAN-TD
TYPICAL BOX EAVE RAFTER LEAN—TO ❑PTIONS FRAMING SECTION (BOTH OPTIONS SHOWN)
SCALE: 1/8' = 1'-0'
TS BOX EAVE RAFTER
3/I6
NIPPLE TO
RAFTER 3/16
j SECURE v14'
U) H END)a' SDF'S
EACH EN➢)
GA. U-CHANNEL BRACE
TS POST S I MINIMUM 6' LONG, iO15 GA.,
NIPPLE. SECUREE POSTST TO NIPPLE
VI
VIiH (a) I/4'x3/4' SDF'S
SIDE EXTENSION RAFTER/
�CORNER POST DETAIL
ii SCALE: NTS
MOORE AND ASSOCIATES
MERING AND CONSULTING, INC.
IT IS THE PROPERTY OF MOOE AND ASSOCIATES. INC. THE
3 REPRODUCTION, COPYING, OR OTHERWISE USE OF THIS DOCUMENT IS
2'x2'x2' 16 GA. ANGLE CLIP
SECURE TO POST AND RAFTER
WITH 1/4'x3/4' SDF'S 2 ON
TOP AND 2 ON BOTTOM
_TS RAFTER
IS POST
LEAN—TO RAFTER TO RAFTER
POST CONNECTION DETAIL
SCALE: NTS
J,,N �S•o�MO,,,
.No
t�
E OF �4
O R 1 Q.• :\?��
LLC
1
w
a
30' MAXIMUM RAFTER SPAN
TYPICAL END ELEVATION ^^^
VERTICAL ROOF
SCALE: 1/8' = l'-O'
LENGTH VARIES DEPENDING ON
NUM➢ER AND SPACING OF RAFTERS
TYPICAL SIDE ELEVATION
VERTICAL ROOF
SCALE: 1/8' = V-0'
MOORE AND ASSOCIATES
FEERING AND CONSULTING, INC.
IT IS THE PROPERTY OF MOORE AND ASSOCIATES, INC. THE
I REPRODUCTION, COPYING, OR OTHERWISE USE Or THIS DOCUMENT IS
HIBITED AND ANY INFRINGEMENT THEREUPON HUT BE SUBJECT TO
L
26 OR 29 GA. GALVANIZED METAL ROOF
PANELS FASTENED TO PURLINS WITH
1/4'x3/4' SDF'S WITH CONTROL
SEAL WASHER 8 AVERAGE 6' D.C.
SPACING
0.836-18 GAUGE
FURRING CHANNEL
(PURLIN)
AT
TYPICAL SECTION
VERTICAL ROOF ❑PTION
SCALE: 1/8' = V-0'
0836-18 GAUGE FURRING CHANNEL SPACED NOT MORE
THAN 4'-0' pC. AND FASTENED TO EACH RAFTER WITH
LENGTH VARIES DEPENDING'C ON
3
e
3
9
SEE NOTES
(PAGE 3)
FOR MAXIMUM
SPACING
u
TYPICAL FRAMING SECTION
VERTICAL ROOF ❑PTION
SCALE: 1/8' = V-0'
ROOF PANEL ATTACHMENT
(ALTERNATE FOR VERTICAL ROOF PANELS)
SCALE: NTS
BUILDING
LLC
ASTA Door rIndUaron
4255 MOEver Industrial Drive
Installation Instructions
AOoOeU,GA 101
Pnone:p7al97a-2eao
74-2
Models. 201 201HD
s sXZ 2MD, = 24& M%
ASTA Door Corporation web CSito;r1l) 974-1altatlo0rmm 455
USE ASTA DOOR CORPORATION PARTS ONLY - ALL OTHERS SHALL VOID WARRANTY
1 R KS ALL ASTA PRODUCTS MUST BE
WARNING
INSTALLED BYA LICENSED, QUALIFIED PROFESSIONAL DOOR
COMPANY TO QUALIFY FOR OUR WARRANTY. INSTALLATION
. ...
WITHOUT PROPER TOOLS AND KNOWLEDGE CAN RESULT IN
PERSONAL INJURY. THIS PAMPHLET IS DESIGNED TOASSIST
A PROFESSIONAL IN THE INSTALLATION OF ABTA 200 SERIES
COMMEROALSHEETDOORS. SAFETY IS FOREMOST -
T.DO.IYA ahedOraWaulldr0rldrydmcttrp6ovWILD MNraOd ltN alaoasal0pa aprrYlp.— -
INSTALLATIONSHOULDBEEXECUTED BY LICENSED, QUALIFIED
2.Do But apormt m to Opratattrdw aaatamm oprerrn6
9. Repah ara�M sbmad OaaWa by a tratUdarrba pram ump PrawtOda a dDubuc"=
DOOR PROFESSIONALS. INSPECT ALL OF THE SHIPPED PARTS
4.To arvld blr%do ml p Sffr4M behwu mu aid puiir.
AND ACCOUNT FOR EVERYTHING BEFORE COMMENCING ANY
aRam Damara ldvnl¢t torTa►eom a1100prarrtaraNNIMID01w1lML.
WORK. FOR QUESTIONS AND TECHNICAL ASSISTANCE, CONTACT
CAUTION: USE CORRECT LIFTING PROCEDURES AND EQUIPMENT DURING
A
ASTA CUSTOMER SUPPORT AT (770) 974-2600.
INSTAUAq9yAF THIS PRODUCT TO AVOID INJURY OR DAMAGE.
. SS d _ 46 `%-, 1i- D(,� /ww//--/' DIAGRAMS DIAGRAM4
% -
�' • r` 1+ irt4N
No.7768
cHAwCLIP Jf * ��-1 T� r as
STATE OF i%DWd RE,20 NABOD7
6
O�t �4r Hof eN DDDE •S NOIE�BEPBMAE.
~ ••�ORI016 yr
l� ••'•.�.�.•..••
'..•'
Gyl ,`�� DIAGRAMS DMLGMMB
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21
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10 39 DODR
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OPENING T
7 +20VDEOetOD®lS aemoO Oe
PARTS LIST
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'•1 1•
AIL CAUTION: DO NOT REMOVE THE PLASTIC BANDS WHICH HOLDS THE DOOR IN A ROLL. YOU WILL BE TOLD AT A
LATERTIME WHEN TO REMOVE IT. NO GUARANTEE W ILL BE GIVEN OR RESPONSIBILITY ACCEPTED BY THE MANUFACTURER
IF THE DOOR IS NOT INSTALLED AS INSTRUCTED. FOR PROPER OPERATION, FOLLOW THE INSTRUCTIONS AS GIVEN.
PLEASE REVIEW ALL THE STEPS BEFORE BEGINNING.
STEP 41 - PREPARATION
A. CHECK THE HEIGHTAND WIDTH OF THE DOOR OPENING.
S. CHECK IF THE DOOR JAMBS ARE PLUMB.
C. CHECK IF THE FLOOR AND HEADER ARE LEVEL
D. CHECK THE DIMENSIONPANELFOR SIDEROOMAND HEAD ROOM REQUIREMENTS. (SEE DIAGRAM 9)
CEILING ---.
DIAGRAM 9
rz:•-g:nt+a�an1
DOORSUPPOU
BRACKETS
SEE I -
SEE
Ai ---I
OPENING
Al
CLEARANCE REQUIREMENTS
(HEADROOM)
HEIGHT
X
Y
2
UP TO 8'-0
20'
9.12'
10'-1/2
UP T010'-0
21'
104
11'
UP TO 16-0
23'
11'
12'
UP TO 2D'-0
24'
12•
12'
DRIVE TYPE
Al
A2
PUSH-UP/ROPE
6'
6'
POCKET WHEEL REDUCTION GEAR
9'
6-
ELECTRIC OPERATOR
9'
6'
NOTE
• DOORS WITH HEAVY DUTY GUIDES, ADD 1' TO Al AND A2 DIMENSIONS.
• ALL WINCLOCK DOORS, ADD 1' TO Al AND A2 DIMENSIONS
STEP #2 - INSTALL SUPPORT BRACKETS
A MARK THE HORIZONTAL (Al & A2) OF THE SUPPORT BRACKETS
(31-32).
B. MARK THE VERTICAL DIMENSION OF THE SUPPORT BRACKET
(DIMENSION'V') BY USING A TRANSIT OR WATER LEVEL
THE DOOR MUST BE LEVEL
C. DRILL HOLES AND FASTEN THE BRACKETS WITH THE PROPER
WALL FASTENERS REQUIRED TO OBTAIN A SOLID MOUNTING.
USE THROUGH BOLTS ON SOFT BLOCK OR BRICK.
VERIFY THE MINIMUM HEADROOM REQUIREMENT, DIMENSION
'X.' IF INSUFFICIENT, LOWER THE BRACKETS UNTIL'Z' IS
OBTAINED. IF THE BRACKET IS LOWERED BY MORE THAN 2'
THIS WILL REDUCE THE OPENING HEIGHT. THE GUIDE HEIGHT
SHOULD ALSO BE REDUCED ACCORDINGLY.
NOTE
• DOORS WITH HEAVY OUTY GUIDES, ADD 1' TO Al AND
• ALL WINDLOCK DOORS ADD 1' TO Al AND A2 DIM Su
•NOTE PROPER BRACKET LOCATION AND PROVI
#3 - DRIVE
A INSTALL ROPE OF EQUIPPED) AS
1. THREAD I/4'ROPE THROUGH
M ANGLE r
B. INSTALL THE 411 POCKET WHEEL REDUCTION GEAR CHAIN HOIST
OF EQUIPPED) AS FOLLOWS:
1. INSTALL DRIVE SPROCKET (SO) ON PREFERRED SIDE USING
3W X 1 12' HEX BOLT. (A AND 3M' LOCK WASHER (54).
2. REMOVE SPRING CLIP ON DRIVE SIDE AND DISCARD.
SLIDE 1' NYLON SPACER (53) ONTO DOOR AXLE.
3, SLIDE POCKET WHEEL ASSEMBLY (49) ONTO DOOR AXLE AND
ALIGN SPROCKETS PARALLEL TO EACH OTHER
4. CONNECT DRIVE CHAIN f52) AROUND BOTH SPROCKETS USING
THE MASTER LINK PROVIDED.
5. AFTER DOOR TENSION HAS BEEN ADJUSTED (STEP 6).
TIGHTEN SETSCREWS ON POCKET WHEELASSEMBLY.
DRIVE
SPROCKET DRUM
ASSEMBLY /-WHEEL DRIVE DIAGRAM II
(50) SPROCKET
(30) (SO)
SCREWWET kWHEEL
r
DOOR VE
SHAFTIN
NYLON
SPACER 4
(53)
HAND
CHAIN —$FlAn2j 55
(67) P
ASSEMBLY (49)
C. INSTALL THE 8.1 POCKET WHEEL REDUCTION GEAR CHAIN
HOIST OF EQUIPPED) AS FOLLOWS.
1. INSTALL DRIVE SPROCKEj (59) ON PREFERRED SIDE USING 3/8' -16 X
1.12' FEXHEAD BOLTS(631 318' LOCK WASHERS(62), WE'
FLAT WASHERS (641 & 3/8'-16 HEX NUTS (65) PROVIDED.
2. DO NOT REMOVE THE SPRING ClM'P_(Sj_ OR FLAT WASHER (29)
THAT HOLDS DOOR IN POSITION ON �lertr� DOOR AXLE.
8. SLIDE POCKET WHEEL ASSEMBLY(56) ONTO DOOR AXLE AND ALIGN
SPROCKETS PARALLEL TO EACH OTHER
4. CONNECT DRIVE 0WIN (60) AROUND BOTH SPROCKETS USING THE
MASTER UNKFROVIDED.
5. AFTER DOOR TENSION HAS BEEN ADJUSTED lSTEP 6), TIGHTEN SEr
—1—iS ON POCKET WHEEL ASSEMBLY.
SPROCKET DRUM DRIVE '
ASSEMBLY' / —WHEEL SPROCKET DIAGRAMI2
(59) (30) (59)
SCREW a- �'"o-T► _ o
CHAIN — I e .
58
I
INSTALL ELECTRIC OPERATOR KIT OF EQUIPPED) AS FOLLOWS.
ai INSTALL E.O.... SPROCKET (69) TO THE END DRUM OF DOOR 01
PREFERRED SIDE USING 3/8' X 1 1/2' HEX BOLT (71), 01,
* i� 3/8' NUTS (73) AND 3/8' LOCK WASHER (70).
't SLIDE FLAT ROUND WASHER DIAGRAM 13 C)
% (29) AND SPRING CLAMP
Y S ASSEMBLY (5) ONTO DOOR 5 C
AXEL AND SECURE SET
%N SCREW WITH CLAMP AND 71 29
����� WASHER AGAINST BEARING't S3
/r" OF THE END DRUM. __ 4I iff A 6
6
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STEP 44 - POSITION DOOR ASSEMBLY
A PLACE THE AXLE CLAMP (11) ONTO DOOR SUPPORT BRACKET.
I UFTTHE DOOR ASSEMBLY UP ONTO THE SUPPORT BRACKET.
(SEE DIAGRAM 14).
NOTE POSITION THE DOOR AS CLOSE TO THE HEADER AS
POSSIBLE ALLOW ROOM TO SPIN THE DOOR. DO NOT
ALLOW THE DOOR CURTAIN TO SCRAPE THE HEADER.
DO NOT USE FORKLIFTS OR GENIE LIFTS WITH
UNPROTECTED ARMS/FORKS. THIS CAN CAUSE
IRREPARABLE DAMAGE TO DOOR CURTAIN.
STATE
STEP #5 -
A MANUALPUSH"UP/ROPE DRIVE:
1. PLACETHEAXLE CLAMP(111 OH
2. PUKE 3/8' U-BOLT (14) OVER DOOR AXLE ANDTHROUGH
AXLE CLAMP.
3. FASTEN U-BOLT USING WS' NUT (17), 3M' FLAT WASHER (18) AND
3M' LOCK WASHER (19) TIGHTEN SECURELY.
(B)
2-
14
17
B, DRIVE SIDE FOR POCKET WHEEL REDUCTION DRIVE
CHAIN HOIST AND E,O KITS--
1. PLACE THE AXLE CLAMP(11) ONTO THE SUPPORT BRACKET
(31,32) AND UNDER THE DOOR AXLE.
2. PLACE AXLE CLAMP(11) AND STANDARD KEEPER
PLATE (12) ON TOP OF THE DOOR AXLE AS SHOWN.
3 FASTEN AXLE CLAMPS AND STANDARD KEEPER PLATE
TOGETHER USING 3/B' X 31A' HEX BOLTS 0 5),
WB' LOCK WASHERS (19), 3/B' FLAT WASHERS (18). AND 3/8'
NUTS (FINE THREAD) 06) —TIGHTEN SECURELY.
NOTE REQUIRESA MINIMUM OF 40LEIS TORQUETO
PROPERLY SECURE HARDWARE.
C. NON -DRIVE SIDE FOR,POCKET WHEEL REDUCTION DRIVE
CHAIN HOIST AND EO KITS:
STEP #6 - PRE -TENSION SPRINGS
A. INSTALL CHAIN CUP (66) APPROXIMATELY 4'0' ABOVE FLOOR
ON CHAIN OPERATED DOORS. INSTALLATION MUST BE SECURE
B. APPLY PRE -TENSION TO THE SPRINGS BY ROTATING THE DOOR
TWO (2) TURNS IN A FORWARD DIRECTION (SEE DIAGRAM 16).
THE BOTTOM ANGLE IS TO BE IN A 6 O'CLOCK POSITION.
OF
REPEAT STEP C IF ADJUSTMENT IS NECESSARY.
LESS TENSION
MORE TENSION
STEP #7 - CUT THE BANDS
THE DOOR IS NOW UNDER TENSION. BEFORE CUTTING
THE BANDS, TAKE HOLD OF THE DOOR ROLL BY THE
BOTTOM ANGLE.
A. CUT THE BANDS AND BRING THE CURTAIN DOWN NO FURTHER
THAN 1/4 THE HEIGHT OF THE DOOR OPENING.
SECURE CHAIN OVER THE CHAIN RETAINER OR WEDGE A WOOD
PROP BETWEEN THE BOTTOM ANGLE AND THE DOOR ROLL TO
PREVENT UPWARD TRAVEL.
STEP #8 - INSTALL DOOR STOPS (LIFT CLIPS)
AND SLIDE BOLT LOCKS
A INSTALLTHE DOORSTOPS (20) AND THE SLIDE BOLT LOCKS (21)
USING16• 1UT (25), AND 1 4' SELF LOOKING NUT ( 3) PER SIE.WASHERS (24),
B. ELECTRONICALLY OPERATED DOORS STILL REQUIRE
DOOR STOPS (LIFT CUPS) TO BE INSTALLED.
NOTE
o AO 24 �i_� 21
1. PLACEAME CLAMP(11) ONTO THE SUPPORT BRACKET PROTRUDING FROM V. v`
(31.32) AND UNDER THE DOOR AXLE EXTENDED HE SELFOVED SHOULD
LOOKING Q 25 3
2. PLACE 2 AXLE CLAMPS(11) AND DED KEEPER PLATE
ON TOP OF THE DOOR AXLE AS SHOWN. FLUSH POSITION
3. FASTEN AXLE CLAMPS USING 3/8'X 31/2"HEX BOLTS(161, WITH THE SELF LOCKING
3/8' NUTS (FINE THREAD) (16), 3/8' FLAT WASHERS 08), NUT TO PREVENT DOOR Qi
3/8' LOCK WASHERS 1 TO ATTACH EXTENDED KEEPER PURE FROM HANGING UP ON THE
(� HEAD STOPS. CLAMP
AS SHOWN. TIGHTEN SECURELY. APAIR nrvirtcnwiocnuTnTWF!i
A
B. MODELS 201,201 HD, 202, 202HD, 205: RAISE THE DOOR
CURTAIN SO THE BOTTOM ANGLE IS APPROMMATELY 3' BELOW
THE HEADER. SLIDE THE GUIDE OVER THE DOOR CURTAIN AND
POSITION AGAINSTTHE DOOR OPENING ALLOWING W
CLEARANCE FROM EDGE OF CURTAIN TO INSIDE THE GUIDE.
C. MODEL 203, 204: USE THE SAME
PROCEDURE AS ABOVE ALLOWING
1/4' CLEARANCE BETWEEN CURTAIN
AND THE WINDLOCK SPUR. BE SURE
THERE IS SUFFICIENT CLEARANCE FOR THE
WINDLOCK CUPS TO ENTER THE GUIDES.
D. FOR'WINDLOAD CERTIFIED DOORS' REFER
E SPRAY SIUOCNE LUBRICANT IN GUIDES FOR EASE OF
OPERATION. ,
NOTE DOORS ORDERED FOR CONCRETE/MASONRY APPLICATIONS
WILL INCLUDE 1/4' X 1-3/4' TAPCONS (MTOR GUIDE
INSTALLATION. BLOCK CUPS WELDED TO BACK OF GUIDE
FOR CONCRETE/MASONRY APPUCATION ARE OPTIONAL ON
MODELS 201. 201 HD, 202, 202HD AND 205. BLOCK CLIPS ARE
STANDARD ON OONORETE/MASCNRY APPLICATION ON ALL
MODELS 203 AND 204.
STEP H10 -CHECK AND ADJUST BALANCE
IF DOOR LOWERS EASILY AND RAISES HARD, MORE TENSION IS
REQUIRED, IF THE DOOR LOWERS HARD AND RAISES EASILY, LESS
TENSION IS REQUIRED. (SEE DIAGRAM 17)
CAUTION FOR ALL DOOR DRIVES BEFORE ADJUSTING THE
SPRINGS, PULL THE DOORS INTO THE UP POSITION.
SECURE THE DOOR BY THE FOLLOWING METHODS
1. TIE A ROPE AROUND THEDOOR ROLL
2. PLACE A CLAMP AT THE TOP OF THE GUIDE CHANNEL TO
SECURE THE CURTAIN IN THE GUIDES
WHEN THE AXLE CLAMPS ARE LOOMED, THE SPRINGS
WILLSE VERY STRONG. YOU WILL NEED TWO PEOPLE TO
ADJUSTTHE DOOR TENSION SAFELY.
1. EACH
NEAXIEFIRMLY PLACE A jLRTWWRENC PERSON
THAXLE DIAGRAM 7LOOSEN HE
UP FOR LLEES3 SIO FOR POCKET WHEEL REDUCTION
DRIVE DOORS, REMEMBER TO LOOSEN SET SCREWS
PRIOR TO ADJUSTMENT AND RETIGHTEN SECURELY
AFTER ADJUSTMENT.
2. RETIGHTEN THE AXLE CLAMP HARDWARE.
3. REPEAT ABOVE STEPS IF FURTHER ADJUSTMENT IS.
NECESSARY. BEGIN AT STEP 8B.
STEP 1#11 - TOP DRAFT STOP
A. TOP DRAFT STOP COMES STANDARD WITH MODELS 202,
202HDAND 204 INSULATED DOORS.
ALL OTHERS MODELS OPTIONAL
S. PULL DOOR DOWN AND LOCK. GO OUTSIDE AND MARK
LINE ON THE DOOR CURTAIN AS SHOWN (SEE DIAGRAM 20)
C. RAISE DOOR 21' FROM FLOOR, OR UNTIL
MARK IS ACCESSIBLE PLACE TOP DRAFT STOP (43)
IN POSITION AS SHOWN AND SECURE WITH TEK
SCREWS STRETCH RUBBER SLIGHTLY AND SECURE.
OTHER END. LOCATE AND INSTALL THE REMAINDER
OF TEK SCREWS AT 12' O.C.
#12 -INSTALL JAMB BRUSH SEAL
W�RAM 21
—RETAINER
ERT BRUSH INTO RETAINER. LINE UP RETAINERS ALONG
B SO THAT BRUSH SEAL FILLS THE DOOR CORRUGATION
EN DOOR IS IN *THE CLOSED POSITION. ATTACH RETAINER
TO JAMB USING APPROPRIATE FASTENERS AT 8' FROM
FLOOR AND HEADER AND 24' CENTERS MINIMUM.
SERVICE AND MAINTENANCE HINTS
THE FOLLOWING HINTS WCULD HELP YOU TO OBTAIN FREE OPERATION.
1. DOOR CURTAIN DRAGS IN GUIDES.
A CHECK THAT DOOR SUPPORT BRACKETS ARE PLUMB.
B. ADJUST LOCATION OF GUIDES FOR 3/8'-1/4'SIDE
CLEARANCE, TOP AND BOTTOM.
C. DOOR DRUM ASSEMBLY MAY BE SET TOO CLOSE OR
TOO FAR FROM WALL. NOTE SLOTTED BRACKETS FOR
ADJUSTMENT.
D. CHECK GUIDES FOR FOREIGN MATTER SUCH AS DIRT, ETC.
E. CHECK FOR DAMAGED GUIDES.
F. ADJUST LEAD-IN BEND AT TOP INSIDE OF GUIDES.
2. DOOR OPERATES HARD IN ONE DIRECTION
A. CHECK ALL THE ABOVE POINTS.
S. RE -CHECK STEP NO. (10)
3. CHAIN JUMPS OFF CHAIN GEAR
A. CHAIN GUIDE COULD BE BENT OUT OF ALIGNMENT WITH
CHAIN WHEEL
B. CHECK FOR DEFECTS IN POCKET WHEELOR CHAIN.
C. ON ELECTRIC OPERATOR DOORS OR'POCKET WHEEL'
REDUCTION GEAR DOORS, CHECK FOR SPROCKET
ALIGNMENT AND PROPER CHAIN TENSION. ALSO CHECK
THAT SET SCREWS ON POCKET WHEEL ASSEMBLY ARE
SECURELY FASTENED.
4. DOOR DOES NOT CONTACT FLOOR LEVEL
A. USE SPIRIT LEVEL TO CHECK WHETHER DOOR OR FLOOR IS
OFF LEVEL IF DOOR IS OUT OF LEVEL, PROCEED To CHECK
THE FOLLOWING POINTS:
B. CHECK IF 'SUPPORT BRACKETS° AND GUIDES ARE LEVEL
C. IF'A' ANDS' CHECK OUL ROLL DOOR ALL THE WAY UP AND
DOWN. SEE IF CURTAIN ROLLS UP STRAIGHT ONTO DRUMS.
END OF DOOR SHOULD BE SQUARE. IF CONE SHAPED, GO TO
SEC. 5.
S. DOOR DOES NOT ROLL UP STRAIGHT
A- CHECK ALL POINTS IN SEC. 1.
B. AN ALTERNATIVE SOLUTION TO CORRECT THE CONING
DOOR IS TO RAISE THE CURTAIN UP TO THE STOPS AND
DETERMINE WHICH SIDE OF THE BOTTOM ANGLE TOUCHES
THE STOPS FIRST.
C. SECURE HAND CHAIN, REMOVE UII LA&O
D. PROCEED TO STEP 9 TO
E. IF PROBLEM PERSISTS, I
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AAMA
(Validator/ Operations Administrator) CERTIFICATION PROGRAM
AUTHORIZATION FOR PRODUCT CERTIFICATION
Lippert Components, Inc. dba Klnro Windows
3501 County Road 6 East
Elkhart, IN 46514
Attn: Rob Luter
The product described below is hereby approved for listing in the next issue of the AAMA Certified Products Directory. The approval
is based on successful completion of tests, and the reporting to the Administrator of the results of tests, accompanied by related drawings,
by an AAMA Accredited Laboratory.
1. The listing below will be added to the next published AAMA Certified Products Directory.
SPECIFICATION
RECORD OF PRODUCT TESTED ,
AAMANVDMAICSA 101/I.S.2/A440-08
R-PG40'-762x1524(30x60)-VS
COMPANY AND CODE
CPD NO.
SERIES MODEL B PRODUCT
MAXIMUM SIZE TESTED
DESCRIPTION
Lippert Components, Inc.
18000R VS (118" GLASS)
FRAME
SASH
dba Kinro Windows
9809
(AL)(O/X)(OG)
762 mm x 1524 mm
747 mm x 765 mm
Code: KIN
(ASTM)
(2'6" x 5'0")
(2'5" x 21611)
2. This Certification will expire October 19, 2021 (extended from October 19, 2016 perAAMA 103.15) and requires validation until then
by continued listing in the current AAMA Certified Products Directory.
3. Product Tested and Reported by: Architectural Testing, Inc.
Report No.: C3186.01-602-04
Date of Report: October 30, 2012
Date: January 4, 2016
Cc: AAMA
JGS
ACP-04 (Rev.1/11)
Validated for Certification
,h,
A oci ted Laboratories, Inc. R,
Authorized forACerflfllO
Ameri ch itectural Manufacturers Association
R W R W Building Consultants, Inc.
B Consulting and Engineering Services for the Building Industry
C P.O. Box 230 Velrico, FL 33595 Phone 813.659.9197
Florida Board ofPmfessionol Engineers Certificate of Authorization No. 9813
Product
Category
Sub Category
Manufacturer
Product Name
Kinro, Inc.
Series 18000-R VS
Windows
Single Hung
3501 CR 6 East
Aluminum Vertical Sliding Window
Elkhart, IN 46514
w/ Nailing Fin
Phone 574.535.1125
"Non -Impact"
Scope: Product Evaluation report issued by R W Building Consultants, Inc. & Lyndon F. Schmidt, P.E. (System ID # 1998) for
Kinro, Inc., based on Rule Chapter No. 61G2D-3, Method 1A of the State of Florida Product Approval, Department of
Business & Professional Regulation.
RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial Interest in the company
manufacturing or distributing the product or in any other entity involved in the approval process of the product named
herein.
Limitations:
1. This product anchoring has been developed in compliance with the 5th Edition (2014) Florida Building Code (FBC) structural
requirements excluding the "High Velocity Hurricane Zone". See the Certification Agency Certificate for sizes, specifications and
design pressure ratings.
2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall
dressing, stucco, foam, brick and other wall coverings.
3. Wood screws shall be installed following installations instructions of ANSI AF&PA NDS 2012. All other fastener types to be installed
following fastener manufacture's installation instructions.
4. Fastener embedment depths, edge distance and center -center distances shall be specified by the fastener manufacture, but in no
instance shall they be less than shown in drawing FL-993.8.
5. Where shims are used, they must be a "rigid / stiff' material that complies with the requirements of the FBC.
6. Positive and negative design pressure requirements for use with drawing FL-993.8 shall be determined by others for specific jobs in
accordance with the governing code.
7. Site conditions that deviate from the details of drawing FL-993.8 require further engineering analysis by a licensed engineer or
registered architect.
Supporting Documents:
1. Test Report No. Test Standard Testing Laboratory Signed by
C3186.01-60244 AAMA/WDMA/CSA 101/I.S.2/A440-08 Architectural Testing, Inc. John R. Bordagaray
Drawing No. Prepared by
igned &Sealed
2 No. FL-993.8 RW Building Consultants, Inc. (CA#9813)SCHft9/J��e�eP Syndon F Schmidt,P.E.
°0° .• �C E N `SF `•. pose
3. Calculations Prepared by �� �' Sinned & Sealed by
Buck Anchoring RW Building Consultants, Inc. (CA #9813)` it +• hlo .43409 `: �- aLyndon F. Schmidt, P.E.
it
-13
:690 STATEt
pp fi� .,G C+ Pt10
oil
�OOo OM.... °� Lyndon F. Schmidt, P.E.
ereeaoaonn►6� FL PE No. 43409
7J23/2016
Sheet 1 of 1
3501 CR 5 EAST
ELKHART, IN 45514
SERIES 18000-R VS
ALUMINUM VERTICAL
SLIDING WINDOW
W/ NAILING FIN
'NON -IMPACT'
GENERAL NOTB
1. This product anchoring drawing has been developed In compliance with the 5th Edition
(20741 Honda Building Code jFBCI exUsding the'lfgh Velocity Hurricane Zone. See the
Cerliticatbn Agency Certificate for son speciticatlo s and ratings
2 Product archers shall be as listed and spaced as shown an detmis. Anchor embedment to
base material shoo be beyond wag dressing, stucco, foam, brick and otherwat coverings
3. wood saeva shag be Installed following installation lnshuctions ofANSVAF&PA NDS 2012. All
other fastenatypes to be treated tdWng fastenermanufactureys Installation k&tnlctlons
4. Fastener embedment depths, edge distances and center -center distances shag be as
specified by the fastener manufacturer be in no Instance shah they be less than shown In this
drawing.
5. Where 5hIms are used. they must be a'ligid/ stiff material that compiles with the
requ nrnents of the FBC.
6. Positive and negative design pressure requ6ements for use with this drawing shal be
determined by others for specific jobs In accordance YM the governing code.
7. site condtiono net covered by this drawing are subject to hurtherengireering analysis.
FANEOFCONOM
SNEETI
DESCRIP110N
1
T detevagon.d s generalrates
2
1 Horizontal &vedkd cross secllons&ell of materials
3
1 HONartal&vwucal voss seclbns one glonng dotal
1
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i
317S MAIL OVDLVlFW WIDM
(�-30Aa°1r1AJL OVERAg. FRAME WroM �{
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-------------
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DESIGN PRESSVRE
{/+SFj.
,_DfMENSIOIil
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NEGATRVE'r�
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30.00- x 60.00'
+40.0
1 -40.0
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pf 1 q
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gPR00UCT: , oeeumma. Prpana 9yi •.
b $ N J 2 2J 15 UPDATE TO STH E0. 2014 FBC JK VERTICAL SLIDING WINDOW P L N F. mL '
4 u y p 2 11 7 12 1111,1110
REVISE DRAWING JK PART 0R A WBLY: BUlw:m WMLTANIS. INC.
IA a x In f 4 28 f2 REVISE W ADDRESS RW HORIZONTAL &VERTICAL CROSS yy P•O. B. 230. VaIM.. rL =9a
M NO GATE BY SECTIONS & BILL OF MA.-,— MPE A .. 9819.919)
REVIS FBPE CA Na. 9813
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VERTICAL SUDING WW"
HORIZONTA! 8 VERTICAL CROSS
SECTIONS AND GLAZING OEX
F.µ Idt Plllln I�j111
,GUIIDING CONSULTANM INC.
P.O. Goa 230, Valdoo, FL OSSSS
Pl s No.: ai&w2.G1a7
4`1
, A
IS TYP.
2X BUCK
A
MASONRY
OPENING
D.C.I on O-C ff".) F
77
FRAME
TYP.1 IF zq;d
0 ei z
TCBUCK-"� 0
FRAMI-\ A
ci
MASONRY-1 X 0 ii
OPENING
AS
of a
FRAMEANCHORING FRAMEANCHORING
2K BUCK 2XSFUD
ANI NG TO BE DESIGNED
BY THE ENGINEER OR ARCHITECT
OF RECORD BASED ON WIND LOADS
AND THE CLADDING BEING USED.
CONCRETEANCHOR NOTES:
1. Concrete anchorlocaffons at the comers may be adjusted to maintain the min
edge distance to mortarjoints.
Z Concrete anchorlocations noted as 'MAX ON CENTER" must be adjusted to
maintain the min. edge distance to mortar joints, additional concrete anchors
may be requhed to ensure the MAX. ON CENTER'dimension we not exceeded
3. Concrete anchor table:
ANCHOR.;.
ANCbOq
MfFRKC:
JUX
M -30M
.!: AAVC
"M.: Wit
... . ............... ..
-TOMASI
10ADJACENT
.•ryP. ..... .
............
. ............. .
........... .......
==: ... .
.........
lTW
TAPCON
ELCO
ULTRACON
114,
1-114-
WOOD SCREW INSTALLATIONNOTES.'
7. Maintain a n*ft= 5/8"edge distance. l"end distance, & l"oc. spacing of
wood screws to prevent the splifting of wood.
PH I.
!2
S.
at: JK
rt
FL-993.8
snnr 4 W—C
i
(ValidalorI Operations Administrator)
Elixir Door and Metals Company
1215 Pope Drive
Douglas, GA 31533
Attn: Randall Yarberry
AAMA
CERTIFICATION PROGRAM
The product described below is hereby approved for listing in the next Issue of the AAMA Certified Products Directory. The approval
Is based on successful completion of tests, and the reporting to the Administrator of the results of tests, accompanied by related drawings,
by an AAMA Accredited Laboratory. I
1. The listing below will be added to the next published AAMA Certified Products Directory.
SPECIFICATION
AAMA INTERIM DOOR CERTIFICATION
PROGRAM
RECORD OF PRODUCT TESTED
ASTM E 330-02 STP = t45 psf
ASTM E 330-02 DP =±30 psf
COMPANY AND PLANT LOCATION
CPD NO.
SERIES MODEL & PRODUCT
MAXIMUM SIZE TESTED
DESCRIPTION
202-20S
Elixir Industries
(VERTICAL SLIDER WINDOW)
FRAME
LEAF
Plant Code: EXR
12836
(WOOD FRAME) (X-OS)
4'0" x 6'10"
4'0" x 6'10"
(STEELIFOAM/STEEL) (CG)
2. This Certification expires December 3, 2018 (extended from December 3, 2013 per AAMA 103-15) and requires validation by
continued listing in the current AAMA Certified Products Directory until withdrawn by manufacturer.
3. Product Tested and Reported by: Dallas Laboratories, Inc.
Report No.: 42273 Rev.,
Date of Report: December 7, 2009 (revised March 3, 2010)
Date: May 18, 2010
Revised: August 11, 2016
Cc: AAMA
SBS
Validated Certification
Associated Laboratories, 111c.
Authorized for Certification
America hitecturalManufacturersAssociation
ACP-04 (Rev. 1/11)
Product Evaluation Report
Rule 61G20-3 F.A.C. I Report No. 1
Product Manufacturer
Elixir Door and Metal Company
1215 Pope Drive
Douglas, GA 31533
Product Name. Model and/or Description
Non -Impact Glazed Outswing, Steel Clad Doors — X
Code: Current Edition of the Florida Building Code
Compliance Method: Fla. Admin. Code R. 61G20-3.005(1)(a) (2008)—Certification Mark or Listing; as administered by the
Florida Department of Business and Professional Regulation.
Product Testing, Materials and Certification: Test Reports by Dallas Laboratories, Inc.,1323 Wall ST. Dallas, TX 75215.
• ELIX0033: #42274, dated December 7, 2009 to ASTM E330-02
• ELIX0034: #42273, dated December 7, 2009 to ASTM E330-02
Product Installation Instructions:
• PTC PDG Drawing No. ELIX0033, Rev. A: Non -Impact Series 230 W9 Outswing Door w/Cottage Window
• PTC PDG Drawing No. ELIX0034, Rev. A: Non -Impact Series 202-205 Outswing Door w/Vertical Slide Window
Engineering Analysis & Evaluation: Anchorage to structural substrate has been verified by calculation (PTC PDG Calc. No.
1641, Rev. 1) prepared by Robert J. Amoruso, P.E. in accordance with the current edition of the Florida Building Code.
Limitations Et Conditions of Use:
• This product has NOT been evaluated for use inside the HVHZ (High Velocity Hurricane Zone).
• Refer to Product Installation Instructions noted above for:
o Maximum allowable wind loads at related maximum allowable size(s).
o Overall dimensions and material/grade of main product components, accessories, etc.
o Illustrated diagrams of the attachment of the product to substrate structure.
o Anchor type(s), size(s), substrate(s), embedment, edge distance, and spacing/locations.
• Site wind pressures shall be determined by a licensed professional engineer in accordance with the current edition
of the Florida Building Code and/orASCE 7-10 for components and cladding based on allowable stress design.
• Site conditions not covered in this product evaluation document are subject to additional engineering analysis by a
licensed professional engineer or registered architect as required by the authority having jurisdiction.
• Adequacy of the existing structural substrates as a main wind force resisting system capable of withstanding and
transferring applied product loads to the foundation is the responsibility of the licensed professional engineer or
registered architect acting as the design professional of record for the project of installation.
Certificate of Independence per
Fla. Admin. Code R. 61G20-3.009
PTC Product Design Group, LLC and Robert J. Amoruso, P.E. does
not have, nor will acquire, any financial Interest in the company
manufacturing or distributing product(s) covered by this Product
Evaluation Report. PTC Product Design Group, LLC and Robert J.
Amoruso, P.E. do not have, norwill acquire any financial interest
in any other entity involved in the approval process or testing of
the product(s) covered by this Product Evaluation Report.
Digitally signed by Robert
J. Amoruso
DN: cn=Robert J.
Amoruso, o, ou=PTC
Product Design Group,
email=robert@ptc-
c p om US
Date: 2015.08.05 11:09:54
-04'00'
Evaluated By:
Robert J. Amoruso, P.E.
��A� PTC Product Design Group, LLC ( PO Box 520775 1
r/L 321-690-1788 1 FBPE Certification o
• r ... • E fR ,�+V 1
1r4'MAx
10 MIN. EDGE DIST.
2X WOOD FRAME
BY OTHERS
MAX. OA
FRAME
WIDTH
INTERIOR
SEALANT TAPE TO BACK' EXTERIOR
SIOE OF MOUN^TING FIN
F , HORIZONTAL SECTION
WGODFRAMESUBSTRATE
318' MIN. EDGE
#8 SCREW -
INSTALLATION ANCHOR
SEALANT TAPE TO BACK
SIDE OF MOUNTING FIN
MAX O.A.
FRAME
WIDTH
12 GA OR 14 GA.
SQUARE STEEL TUBING
BY OTHERS
INTERIOR
EXTERIOR
6T n HORIZONTAL SECTION
STEEL TUBINGSUBSTKATE
n
12 GA. OR 14 GA.
SQUARE STEEL TUBING
BY OTHERS
iW MAX SHIM
10 MIN. EDGE DIST.
WOOD FRAME
BY OTHERS
#8 WOOD SCREW
INSTALLATION ANCHOR
1'MIN.
EMBEDMENT
SEALANT TAPE TO BACK
SIDE OF MOUNTING FIN
HORIZONTAL SECTION
WOOD FRAME SUBSTRATE
N. EDGE DIST.
#8 SCREW
INSTALLATION ANCHOR
SIDE OF MOUNTING FIN
H HORIZONTALSECTION
STEEL TUBING SUBSTRATE
o
4
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r-US I
1' MIN. EMBEDMEI
2X WOOD FRAME
BYOTHERS
SEALANT TAPE TO BACK—
SIDE OF MOUNTING FIN
EXTERIOR
EXTERIOR
M8WOODSCREW
INSTALLATION ANCHOR
1/4' MAX SHIM
INTERIOR
VERTICAL SECTION
HOOD FRAME....i ATE
INTERIOR
. 1
SEALANT7APE TO BACK
SIDE OF MOUNTING FIN 1/Y MIN.
EDGE DIST.
r "' OD FRAME
Y OTHERu
Pim
B
EDMENT---� pg WOOD SCREW
INSTALLATION ANCHOR
% VERTICAL SECTION
n wooDFRAMEsuesrRATE
THREE(3)THREAD
MIN. PENETRATION
08 SCREW
INSTALLATION ANCHOR
SEALANTTAPETO BACK
3(8'MIN,
SIDE OF MOUNTING FIN
EDGE DIST.
SEE GLAZING DETAIL
12 GAGA ORI 74 CA
THIS SHEET
SQUARE STEEL TUBING
BY OTHERS
\
(
/
EXTERIOR \
/ INTERIOR
OB X 1/2' SCREWS
/ 8'MAX. O.C.
VERTICALSECTION
STEEL TUBING SUBSTRATE
EXTERIOR ( ) INTERIOR
+� �—LH'1FAflFAED G[ASS
GLAZING DETAIL
EXTERIOR INTERIOR
12 GA. OR 14 GA.
MAX SHIM SQUARE STEEL',
BY OTHERS
318. MIN.
SEALANTTAPE TO BACK EDGEDIST.
SIDE OF MOUNTING FIN
#8 SCREW
THREE (3) THREAD INSTALLATION AI
MIN. PENETRATION
VERTICAL SECTION
STEEL TUBWG SUBSTRATE
FRAME
N
o
9
�
a
m
�
8F
0
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a
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a
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6
RaEalJ. lmpuu. P.E.
F"aP.E. No. MU
Di911n11y!
ARIONSO
nUs I
C of
48" MAX. OA.
FRAME WIDTH
48" MAX.
DOOR PANEL
WIDTH
1
82 MAX.AX.
FRAMEE X DOOR
PANEL
HEIGHT HEIGHT
ELEVATION
EXTERIOR VIEW WITH
VERTICAL SLIDER WINDOW
ri-
4 3/6" MAX. FROM'
CORNERS (TYP��
3" MAX FROM—�
CORNERS (TYP.) uu
6" MAX.
O.C. (TYP.)
2
•7
6" MAX.
O.C. (rYPJ
ANCHOR LAYOUT
EXTERIOR VIEW
NOTE:
MINIMUM NUMBER OF ANCHORS IN JAMBS
IS 14. ANCHOR SPACING VARIES, BUT NOT TO
EXCEED 6" MAX. O.C.
MINIMUM NUMBERS OF ANCHORS IN HEAD
AND SILL IS 8. ANCHOR SPACING VARIES, BUT
NOT TO EXCEED 6" MAX. O.C.
a
F[La1J. M,m,a,P£
Flwtla PE Ng49T52
4" Digitally signed
by Robert J.
Amoroso
DN:cn=RobertJ.
u`�t5ys Amomso,o,
ou=PTCProduct
`a DeslgnGroup,
ema`ailobert®pt
r ccorp,com, c'=U5
Date: 2015.08. 5
10A950-04'00'
Y �
ELIXIR DOOR & METAL CO.
NON -IMPACT SERIES 202-20S O.S. DOOR W/ VERT. SLIDE WINDOW
INSTALLATION ANCHORAGE DETAILS
GENERALNOTES:
I. THE PRODUCT ANCHORAGE SHOWN HEREIN IS DESIGNED MN AREAS WHERE WINDBORNE DEBRIS PROTECTION
TO COMPLY WITH THE CURRENT EDITION OF THE
REQUIREMENTS EXIST, USE OF AN IMPACT PROTECTIVE
FLORIDA BUILDING CODE(FBC) EXCLUDING HIGH
SYSTEM COMPLYING WITH THE FBC REQUIREMENTS FOR
VELOCITY HURRICANE ZONE AND THE DESIGN
WINDBORNE DEBRIS REGIONS IS MANDATORY FOR THE
PRESSURES) STATED HEREIN.
PRODUCT HEREIN.
1a THEMODUMDUNA COWNNEDHEREPIAREBASED
6.FRAMEMATERMU,ALUMINUMALLOY60 T6
UPON SIGNED AND SEALED TEST REPORT DALLAS
DOOR PANEL MATERIAL STEEL CLAD.
LABORATORIES. INC, k4YP3 AND ASSOCIATED
-
LABORATORY STAMPED DRAWINGS.
T. GLASS MEETS THE REQUIREMENTS OF ASTM
E1300-044(01)GIASSCHARTS.
2. ADEQUACY OF THE EXISTING STRUCTURAL 2X FRAMING
OR STEEL FRAMING AG A MAIN WIND FORCE RESISTING
SYSTEM CAPABLE OF WITHSTANDING AND
TRANSFERRING APPLIED PRODUCT LOADS TO THE
FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER
OR ARCHITECT OF RECORD.
3.1X AND 2X BUCHS (WHEN USED) SHALL BE DESIGNED AND
ANCHORED TO PROPMLY TRANSFERALL LOADS TO THE
STRUCTURE BUCK DESIGN AND INSTALLATION IS THE
RESPONSIBRITY OF THE ENGINEER OR ARCHITECT OF
RECORD.
C THE INSTALLATION DETAILS DESCRIBED HEREIN ARE
GENERIC AND MY NOT REFLECT ACTUAL CONDMON S
FOR ASPECIFICSTTE. IF SITE CONDITIONS CAUSE
INSTALLATION TO DEVIATE FROM THE REQUIREMENTS
DETAILED HEREIN, A LICENSED ENGINEER OR ARCHRECT
SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE
WITH THIS DOCUMENT.
& DESIGNATIONS'%' STAND FOR THE FOLLOWING:
X OPERABLE PANEL
O: FIXED PANEL
9. HARDWARE:
A HALF HINGES,(4)8063-T6 EXTRUDEDALUMINUM
B. LATCH LOCI(: KEYED
C. DEAD BOLT: SINGLE CYLINDER
10. SEE SHE R'l FOR DESIGN PRESSURE CHART.
DESIGN PRESSURE RATING(PSF)
IMPACTRATING
WHERE WATER INFILTRATION
REOUIREMEMISNEEDED
WHERE WATER INFILTRATION
REOUIREMEMISNOTNEEOEO
NONE
e30.0
REQUIREMENTS OF THE CURRENT EDITION OF THE FLORIDA
CODE
.
E.
TABLE OF CONTENT
SH
DESCRIPTION
q i
GENERAL AND INSTALLATION NOTES
LEVATION, ANCHORING LAYOUT
RTIGAL CROSS SECTIONS AND GLAZING DETAIL
ORIZONTAL CROSS SECTIONS
INSTALLATION NOTES:
1. ONE (1) INSTALLATION ANCHOR IS REOUIRED AT EACH
ANCHORLOCATION.
2. THE INSTALLATION ANCHORS AT THE SPACINGS SHOWN
ARE THE MINIMUM NUMBER OF ANCHORS AND MAXIMUM
SPACINGS TO BE USED FOR PRODUCT INSTALLATION.
3. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR
WITH LOAD BEARING SHIM(S). MAXIMUM ALLOWABLE
SHIM SIZE OF V41NCH. SHIM WHERE SPACE OF 1116 INCH
OR GREATER OCCURS. SHIM(S) SHALL BE CONSTRUCTED
OF HIGH DENSITY PLASTIC OR BETTER
4. ANCHORS FOR INSTALLATION INTO WOOD FRAMING OR
14GA. MINIMUM STEEL FRAMING SHALL BE AS SHOWN IN
'ANCHOR SCHEDULE' THIS SHEET.
S. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE
WALL FINISHES. INCLUDING BUT NOT LIMITED TO
STUCCO. FOAM. BRICK VENEER AND SIDING..
6. INSTALLATION ANCHORS SHALL BE INSTALLED IN
ACCORDANCE WITH ANCHOR MANUFACTURERS
INSTALLATION INSTRUCTIONS AND ANCHORS SHALL
NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS
THAN THE MINIMUM STRENGTH SPECIFIED IN THE
'ANCHOR SCHEDULE' THIS SHEET.
T. INSTALLATION ANCHORS AND ASSOCIATED HARD WARE
MUST BE MADE OF CORROSION RESISTANT MATERIAL
OR HAVE A CORROSION RESISTANT COATING.
ANCHORSCHEDULE
DOORFRAME
MANUFACTURER
EMBEDMENT
EDGE
ANCHORCAPACOIES
SUBSTRATE
TYPE
TYPE
TYPE
SIZE
(INANDOR
DISTANCE
BASEDON
SPECIFICATION
SHEET
MIN.3
N1
810.6A
ASTNS
MIN.33 KSI YIELD
TUIG4GA
FIN(Z-BAR)
PAN HEAD
NO.
(TAPPINGSCWSURFACEOF
PASIDE
31V
STRNEGTH
MN
THICKNESS
SUBSTRATE
ANSI B18.6.1
(WOOD SCREW)
WOOD WITH AMNIMUM
2XVVOOD
FIN(Z-BAR)
PAN HEAD
NO.8
OR
1'
1/2'
SPECIFIC GRAMTYOF
FRAMING
ASME BISAA
OA2.
(TAPPING SCREW)
xDTHs
1) FOR WOODORTARRNGSCREW5 F SPLITTING ISA CONMW. DRILL O.OBY RLOTHOLE(DR ILL SUE45).
2)® DBTA�SLR®FROMHTF✓ff1SMOFANOCRTO®CiEOFSUBSTRATE
Design Group,
K< rpxom, c=—L
1 Or1235 -04'00'