HomeMy WebLinkAboutPRODUCT INFORMATION SERIES 9400 THERMALLY BROKEN SINGLE HUNG LARGE MISSILE IMPACT
55 1/4" MAX. FLANGE WIDTH
54" MAX. FRAME WIDTH
55 1/4" MAX. FLANGE WIDTH
54" MAX. FRAME WIDTH 10 1/2" MAX. O.C., TYP.
6" MAX.,
TYP.
10 1/2" MAX. O.C.,TYP.
6" MAX.,
m
TYP. Q= ww / g F ww
w � � x K = } �
// g w U) U)g F g Q Q CIRCLED ANCHORS H =
5 5 (D REQ'D ONLY FOR 5 Q
K w of Of GLASS TYPE B IN
} k51 Ow Ow SOME SIZES, SEE Q } . 00
UPDATES FOR 2020 FBC. UPDATED
H ANCHOR CHART 2, Q
H 2 � � i� �p �p MANUFACTURING ADDRESS.
5 SHEET 3 0 0 rl_ r`
O N M m
M M >
X M
X 2§ + / C THIRD ANCHORS Q m
Q m < 5 AT BOTTOM a s N co
= a a �,� CLUSTER ON EACH = } o a
~ X 2 } } T SIDE REQ'D ONLY ~ ~ rn
C�
w _ _ H FOR GLASS TYPE B = Q Q ui CD w a 7 cn
2 w U X w J J rJ WITH 'LJ'ANCHOR O � > O fV
w = M � ¢ w ZOO QTYOF4, SEE JOO zof co Y =
w ¢ off
Q X O � 0 0 X �' S ANCHOR CHART 2, Q } X O LL
O J >- N N z—w, 2
Q Q _ cfl � riri Q SHEET3 � � Q ° - Qpv *k O ulL'L g
LL g M X � � - U � � � � � Joz z 7g
Q Q � / b0 MM � ozLL � O = uMoaa o
X + /
Lu U U o w w 0)
Q Z v �j fn 'ON
p M wO ; W z O .9Ma
p M d z w U) I—
C NO SILL D G 2 j
ANCHORS 5 5 J w w
X = --- 48" MAX. D.L.O.WIDTH oO q Q w O
w C�
} Lj-
H w SERIES 9400 THERMALLY BROKEN 0 w J ^ O Q as S
5 = SINGLE HUNG EQUAL LITE ^ a co N W
O EQUAL LEG OR FLANGE FRAME WINDOW, i� O o z0-0 M °°
2 5 Q >- M o GLASS TYPE A OR B ONLY, o 2 L w
EXTERIOR ELEVATION O z—U N Q
co - CU U ZWZv g J o
D 5oO Z on- > Lo
- Q
oE m:� = C3 _
Z Y M F— w O
OM
��z o0 a�ll osaQ sauas
NO SILL \\\���11
ANCHORS N`f LYNN
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i
TABLE OF CONTENTS: 48" MAX. D.L.O. WIDTH �_�.' ��cENSF <<%
1. EQUAL LEG/FLANGE ELEVATIONS
2. NOTES, GLAZING DETAILS, FIN ELEVATION SERIES 9400 THERMALLY BROKEN _ * No. 58705 `
3-4. DP AND ANCHOR QTY CHARTS SINGLE HUNG ORIEL
5. SECTION DETAILS EQUAL LEG OR FLANGE FRAME WINDOW, �
0//0 /22020 OF `
6. EQUAL LEG HEAD/SILL INSTALL DETAILS GLASS TYPE C ONLY, � ' 4•_ � �-
7. FLANGE HEAD/SILL INSTALL DETAILS EXTERIOR ELEVATION 0 STATE \
8. JAMB INSTALL DETAILS % 41
�•�RID ` 0 `
19. FIN INSTALL DETAILS NAL
0. EXTRUSION PROFILE DRAWINGS �'��S�� 0 �
11. BILL OF MATERIALS A.LYNN MILLER,P.E.
P.E.#58705
GENERAL NOTES 56 13/16" MAX. FIN WIDTH
1. THIS PRODUCT, FABRICATED AND ANCHORED AS DETAILED IN THIS DRAWING, IS LARGE MISSILE IMPACT RESISTANT AND DOES NOT
REQUIRE THE USE OF IMPACT PROTECTIVE DEVICES (SHUTTERS) IN WINDBORNE DEBRIS REGIONS.
54" MAX. FRAME WIDTH
2. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE, }
H
INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). SEE FL17820. b
3. ALLOWABLE CONFIGURATIONS ARE AS INDICATED HEREIN. 10 1/2" MAX. O.C., TYP. O
4. THE DESIGN PRESSURE RATINGS(SEE SHEETS 3 AND 4) IN THIS DRAWING ARE AS LIMITED BY ASTM E-1300 04/09 GLASS TABLES, 6" MAX., x
TESTED WATER, STRUCTURAL,AND CYCLIC PRESSURES, AND COMPARATIVE ANALYSIS(LIMITED BY CYCLIC AND WATER). TYP. <
5. THE 4/3 ALLOWABLE STRESS INCREASE FACTOR(SHORT-TERM INCREASE FACTOR) HAS NOT BEEN USED IN THE ANCHOR ANALYSIS FOR
THIS SYSTEM. THE 1.6 Cd FACTOR WAS USED IN THE ANALYSIS OF ANCHORAGE INTO WOOD SUBSTRATE.
6. INSTALLATION OF WOOD BUCKS TO THE SUBSTRATE TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE AUTHORITY HAVING
JURISDICTION (A.H.J.). BUCKING, OPENINGS, &BUCKING FASTENERS MUST BE PROPERLY DESIGNED & INSTALLED BY OTHERS IN // A
ACCORDANCE WITH THE FBC TO TRANSFER SUPERIMPOSED LOADS TO THE STRUCTURE. ADEQUACY OF THE STRUCTURE TO RECEIVE
THESE LOADS SHALL BE VERIFIED BY THE CONTRACTOR OR A.H.J. WHEN INSTALLING INTO CONCRETE(OR MASONRY AT JAMBS ONLY) 5
WITH WOOD BUCKS LESS THAN 1-1/2"THICK, ANCHOR EMBEDMENT SHALL BE INTO CONCRETE (OR MASONRY AT JAMBS ONLY). WHEN Q } Q
INSTALLING INTO WOOD BUCKS 1-1/2"OR THICKER OVER CONCRETE (OR MASONRY AT JAMBS ONLY) ,ANCHOR EMBEDMENT SHALL BE w
INTO THE WOOD. 2 _
7. DISSIMILAR MATERIALS THAT COME INTO CONTACT SHALL BE COATED OR OTHERWISE PROTECTED PER FBC CHAPTER 20 TO PREVENT r-
GALVANIC REACTIONS. WOOD BUCKS, IF USED, SHALL BE PRESSURE TREATED, WITH EITHER A TREATMENT OR COATING COMPATIBLE Q 5 M 6 ADDED 1/4"ELCO ULTRACON+
WITH 6063-T6 ALUMINUM. ALL ANCHORS USED SHALL BE OF A MATERIAL OR HAVE A COATING COMPATIBLE WITH THE PRESSURE
TREATED WOOD BUCKS AND ALL OTHER WINDOW MATERIALS. 0 OPP.
8. ALL HARDWARE& FASTENERS SHALL BE IN ACCORDANCE WITH THESE DRAWINGS, OR AS APPROVED, SIGNED, AND SEALED BY A = _
FLORIDA-REGISTERED PROFESSIONAL ENGINEER ON A SITE-SPECIFIC BASIS. z w
9. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER INFILTRATION RESISTANCE OF THE INSTALLED PRODUCT SHALL BE THE
RESPONSIBILITY OF OTHERS USING ASTM E-2112 AND IS NOT ADDRESSED BY THIS DOCUMENT. Q Q
LL
10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK, USE#12 GRADE 5 STEEL WOOD SCREWS WITH 1-3/8" MINIMUM EMBEDMENT INTO r� / C o
SUBSTRATE AND 1" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. Q 5 o m
11. FOR ANCHORING INTO CONCRETE, USE: M AaN
A. 1/4" ELCO ULTRACONS: 1-3/4"MIN. EMBEDMENT, 1"MIN. EDGE DISTANCE, 3"MIN. O.C. _ Q (D w o
B. 1/4" DEWALT ULTRACON+: 1-3/4" MIN. EMBEDMENT, 1-3/16"MIN. EDGE DISTANCE, 3"MIN. O.C. a "' w �_ a p �
C. 1/4" ELCO CRETE-FLEX: 1-3/4" MIN. EMBEDMENT, 1" MIN. EDGE DISTANCE, 3" MIN. O.C. I 00 _ > 0 _
D. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. CONCRETE SHALL NOT BE CRACKED. X. 5 N Z o N z >
12. FOR ANCHORING INTO MASONRY(ONLY AT JAMBS), USE: Q a M o -i > -- N E
A. 1/4" ELCO ULTRACON, DEWALT ULTRACON+OR ELCO CRETE-FLEX: 1-1/4" MIN. EMBEDMENT, 2-1/2" MIN. EDGE DISTANCE, 3" MIN. O.C. ch Q Q p M
B. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. MASONRY SHALL NOT BE CRACKED. �° ~ m p J o O z 70
O Jo
13. FOR ANCHORING INTO 0.060" MINIMUM 45KSI MIN. ULT.TENSILE STRENGTH STEEL, USE#12 ITW BUILDEX TEKS SELECT SELF-DRILLING �j o U o = w `(D Q = uMoaa 0
STRUCTURAL FASTENERS (GRADE 5)WITH FULL THREAD ENGAGEMENT THROUGH THE METAL WALL THICKNESS AND 1/2"MINIMUM O w w v z °'
EDGE DISTANCE. FOR ANCHORING INTO 1/8" MINIMUM THICKNESS 6063-T5 ALUMINUM OR 45KSI MIN. ULT. TENSILE STRENGTH STEEL, a ~ w v S2 U Q ON
USE#12 GRADE 5 SELF-DRILLING FASTENER WITH FULL THREAD ENGAGEMENT THROUGH THE METAL WALL THICKNESS AND 1/2" . w� Cl > w z L j �Ma
MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. a Zcl
SILL ANCHOR SPACING
14. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTRUCTIONS AND MINIMUM SAME AS HEAD E z LL
SUBSTRATE STRENGTH SHALL BE AS FOLLOWS: 5 ® Q J
A Q 0
A. WOOD-MIN. SPECIFIC GRAVITY OF 0.42 (SPRUCE-PINE-FIR) 48" MAX. D.L.O.WIDTH W z J CV
B. SOLID CONCRETE-3350 PSI MIN. COMPRESSIVE STRENGTH MASONRY/CMU AT JAMBS ONLY-STRENGTH CONFORMANCE TO ASTM O F w O
SERIES 9400 THERMALLY BROKEN
C-90 WITH NORMAL COMPRESSIVE STRENGTH OF 2 KSI MIN. O W ^ O U) z aaus
SINGLE HUNG EQUAL LITE ^ Q m N Q� w 0
C. STEEL-33 KSI MIN.YIELD STRENGTH, 45 KSI MIN. ULTIMATE TENSILE STRENGTH i� v —
D. ALUMINUM -6063-T5 1/8"THICK MIN. FIN FRAME WINDOW, i�l a o z 00 O
GLASS TYPE A ONLY, 0 2 L z >
TYPE A: 1" INSULATED LAMI GLASS: EXTERIOR ELEVATION 0 °a�N J J uJ
1/8" TEMPERED OUTBOARD + 9/16" AIR SPACE Z W > w z v
WITH HELIMA ALUMINUM SPACER + °o _ w z —
TEMPERED o = w _
OUTBOARD, SEE 5/16" LAMINATED CONSISTING OF: z o o M F_ 0 06
DESCRIPTIONS 1/8" ANNEALED + z°° a�Hasa° sauas
TO RIGHT AIR SPACE 0.090" KURARAY PVB® (CLEAR AND WHITE)
LAMINATED GLASS, GLASS INTERLAYERS BY KURARAY AMERICA INC. + ��`\\N`l LYN/V
SEE DESCRIPTIONS 1/8" ANNEALED �\ `�`�''
51 TO RIGHT _'� \,\GENSF ' ..�<<-
27 TYPE B: 1" INSULATED LAMI GLASS: TYPE C: 1" INSULATED LAMI GLASS: _* No. 58705
27 3/16" TEMPERED OUTBOARD + 3/8" AIR SPACE 3/16" TEMPERED OUTBOARD + 1/2" AIR SPACE
WITH HELIMA ALUMINUM SPACER + WITH HELIMA ALUMINUM SPACER + �l
26 7/8" GLASS ;�3 •. 410/02/2020 LCl
BITE 7/16" LAMINATED CONSISTING OF: 5/16" LAMINATED CONSISTING OF: ; Q STATE OF
EXTERIOR 49 3/16" ANNEALED + 1/8" HEAT STRENGTH. + i��C`s' .jPCOR10 . �`��
50 0.090" SENTRYGLAS® (CLEAR AND WHITE) 0.090" SENTRYGLAS® (CLEAR AND WHITE) S/ONAL
GLASS INTERLAYERS BY KURARAY AMERICA, INC. + GLASS INTERLAYERS BY KURARAY AMERICA, INC. + �//11111 + 1 0�
TYP. GLAZING DETAIL 3/16" ANNEALED 1/8" HEAT STRENGTH. A.LYNN MILLER,P.E.
11 P.E.#58705
CHART 1. EQUAL LITE (FLANGE, FIN, OR EQ. LEG)WITH GLASS TYPE A DESIGN PRESSURES (PSF) ANCHOR QUANTITIES FOR CHART 1, SEE EQUAL LITE ELEVATIONS FOR LOCATIONS
FRAME SUB- FRAME WIDTH (in.) FRAME FRAME WIDTH (in.)
HEIGHT STRATE HEIGHT
(in.) 24 30 36 42 48 54 (in.) 24 30 36 42 48 54
36 C/M/F +90.0/-90.0 +90.0/-90.0 +90.0/-90.0 +90.0/-90.0 +90.0/-90.0 +90.0/-90.0 H UJ MR LJ H UJ MR LJ H UJ MR LJ H UJ MR LJ H UJ MR LJ H UJ MR LJ
W +90.0/-90.0 +90.0/-90.0 +90.0/-90.0 +90.0/-90.0 +90.0/-90.0 +90.0/-90.0 36 3 1 3 2 3 1 3 2 4 1 3 2 4 1 3 2 5 1 3 2 5 1 1 3 2
42 C/M/F +90.0/-90.0 +90.0/-90.0 +90.0/-90.0 +90.0/-90.0 +90.0/-90.0 +90.0/-90.0 42 3 2 3 2 3 2 3 2 4 2 3 2 4 2 3 2 5 2 3 2 5 2 3 2
W +90.0/-90.0 +90.0/-90.0 +90.0/-90.0 +90.0/-90.0 +90.0/-90.0 +90.0/-90.0 48 3 2 3 2 3 2 3 2 4 2 3 2 4 2 3 2 5 2 3 2 5 2 3 2
48 C/M/F +90.0/-90.0 +90.0/-90.0 +90.0/-90.0 +90.0/-90.0 +90.0/-90.0 +90.0/-90.0 54 3 2 3 2 3 2 3 2 4 2 3 2 4 2 3 2 5 2 3 2 5 2 3 2
W +90.0/-90.0 +90.0/-90.0 +90.0/-90.0 +90.0/-90.0 +90.0/-90.0 +90.0/-90.0 60 3 3 3 2 3 3 3 2 4 3 3 2 4 3 3 2 5 3 3 2 5 3 3 2
54 C/M/F +90.0/-90.0 +90.0/-90.0 +90.0/-90.0 +90.0/-90.0 +90.0/-90.0 +90.0/-90.0 66 3 3 3 3 3 3 3 3 4 3 3 3 4 3 3 3 5 3 3 3 5 3 3 3
W +90.0/-90.0 +90.0/-90.0 +90.0/-90.0 +90.0/-90.0 +90.0/-90.0 +90.0/-90.0 72 3 3 3 3 3 3 3 3 4 3 3 3 4 3 3 3 5 3 3 3 5 3 3 3
60 C/M/F +90.0/-90.0 +90.0/-90.0 +90.0/-90.0 +90.0/-90.0 +90.0/-90.0 +90.0/-90.0 1 78 3 3 3 3 3 3 3 3 4 3 3 3 4 3 3 3 5 3 3 3 5 3 3 3
W +90.0/-90.0 +90.0/-90.0 +90.0/-90.0 +90.0/-90.0 +89.0/-89.0 +82.0/-82.0
66 C/M/F +90.0/-90.0 +90.0/-90.0 +90.0/-90.0 +90.0/-90.0 +90.0/-90.0 +90.0/-90.0 H = HEAD UJ = UPPER JAMB NOT INCLUDING MEETING RAIL QTY
W +90.0/-90.0 +90.0/-90.0 +90.0/-90.0 +90.0/-90.0 +89.0/-89.0 +82.0/-82.0 MR= TOTAL QTY IN CLUSTER AT EACH END OF LJ = LOWER JAMB NOT INCLUDING MEETING RAIL QTY
72 C/M/F +90.0/-90.0 +90.0/-90.0 +90.0/-90.0 +90.0/-90.0 +90.0/-90.0 +90.0/-90.0 MEETING RAIL (INCLUDING ANCHORS NO CHANGES THIS SHEET.
W +90.0/-90.0 +90.0/-90.0 +90.01-90.0 +90.0/-90.0 +89.0/-89.0 +78.0/-78.0 ABOVE AND BELOW MTG RAIL)
76 C/M/F +90.0/-90.0 +90.0/-90.0 +90.0/-90.0 +90.0/-90.0 +90.0/-90.0 +90.0/-90.0
W +90.0/-90.0 +90.0/-90.0 +89.0/-89.0 +89.0/-89.0 +89.0/-89.0 +75.0/-75.0
CHART 2. EQUAL LITE (FLANGE OR EQ. LEG)WITH GLASS TYPE B DESIGN PRESSURES (PSF) ANCHOR QUANTITIES FOR CHART 2, SEE EQUAL LITE ELEVATION FOR LOCATIONS
HEIGHT ME FRAME WIDTH (in.) HEIGHT ME FRAME WIDTH (in.) CD
N m
(in.) 24 30 36 42 48 54 (in.) 24 30 36 42 48 54 o a
cq
C/M +100.0/-160.0 +100.0/-160.0 +100.0/-160.0 +100.0/-160.0 +100.0/-160.0 +100.0/-160.0 H UJ MR LJ H UJ MR LJ H UJ MR LJ H UJ MR LJ H UJ MR LJ H UJ MR LJ
36 ui o
W +100.0/-160.0 +100.0/-160.0 +100.0/-160.0 +100.0/-143.0 +100.0/-143.0 +100.0/-125.0 36 3 1 3 2 3 1 3 2 4 1 3 2 4 1 3 2 5 1 4 2 5 1 5 2 � �
C/M +100.0/-160.0 +100.0/-160.0 +100.0/-160.0 +100.0/-160.0 +100.0/-160.0 +100.0/-160.0 42 3 2 3 2 3 2 3 2 4 2 3 2 4 2 4 2 5 2 4 2 5 2 5 3 2 >_ 0 2
W
42 +100.0/-154.0 +100.0/-154.0 +100.0/-153.0 +100.0/-143.0 +100.0/-129.0 +100.0/-125.0 48 3 2 3 3 3 2 3 3 4 2 3 3 4 2 4 3 5 2 4 3 5 2 5 3 z o � z >
C/M +100.0/-160.0 +100.0/-160.0 +100.0/-160.0 +100.0/-160.0 +100.0/-160.0 +100.0/-160.0 54 3 2 3 3 3 2 3 3 4 2 3 3 4 2 4 3 5 2 5 3 5 2 5 3 � (D N Q - E
48 W +100.0/-154.0 +100.0/-154.0 +100.0/-146.0 +100.0/-141.0 +100.0/-129.0 +100.0/-125.0 60 3 3 3 3 3 3 3 3 4 3 3 3 4 3 4 3 5 3 5 3 5 3 5 4 Q o M w
z O g
54 C/M +100.0/-160.0 +100.0/-160.0 +100.0/-160.0 +100.0/-160.0 +100.0/-160.0 +100.0/-160.0 66 3 3 3 4 3 3 3 4 4 3 4 4 4 3 4 4 5 3 5 4 5L35
4 o Oz w(D � = LNiD a 0
W +100.0/-154.0 +100.0/-154.0 +100.0/-140.0 +100.0/-132.0 +100.0/-129.0 +100.0/-125.0 72 3 3 3 4 3 3 3 4 4 3 4 4 4 3 4 4 5 3 5 4 5 4 � w U om J JC/M +100.0/-160.0 +100.0/-160.0 +100.0/-160.0 +100.0/-160.0 +100.0/-160.0 +100.0/-149.5 78 3 3 3 4 3 3 3 4 4 3 4 4 4 3 4 4 5 3 5 4 5 4 a � w 7 S2 C� D °N
60 W +100.0/-154.0 +100.0/-151.0 +100.0/-137.0 +100.0/-125.0 +100.0/-125.0 +100.0/-125.0 ww r- > w z a �Ma
w
66 C/M +100.0/-160.0 +100.0/-160.0 +100.0/-160.0 +100.0/-160.0 +100.0/-160.0 +97.9/-141.3 H = HEAD UJ = UPPER JAMB NOT INCLUDING MEETING RAIL QTY '
W +100.0/-134.0 +100.0/-125.0 +100.0/-125.0 +100.0/-125.0 +100.0/-125.0 +97.9/-124.0 MR= TOTAL QTY IN CLUSTER AT EACH END OF LJ = LOWER JAMB NOT INCLUDING MEETING RAIL QTY I--
LL
C/M +100.0/-160.0 +100.0/-156.9 +100.0/-152.6 +100.0/-152.6 +100.0/-152.6 +93.4/-135.0 MEETING RAIL (INCLUDING ANCHORS ®� A Q Q O
72 co
W +100.0/-134.0 +100.0/-125.0 +100.0/-125.0 +100.0/-125.0 +100.0/-125.0 +93.4/-118.0 ABOVE AND BELOW MTG RAIL) O Z U
W
78 C/M +100.0/-152.6 +95.1/-137.3 +90.5/-130.8 +90.0/-130.0 +90.0/-130.0 +90.0/-130.0 0 w J ^ O as s
W +100.0/-134.0 +95.1/-125.0 +90.5/-125.0 +90.0/-116.0 +90.0/-116.0 +90.0/-106.0 i� <o M m
LL J O
Q Z
OZ )O W ol aW ,n O
O > - °60oQFu�iJ Uw ~
�
2 aF_ _
Z�OfM H 0 J fn
§o Z o0 asaQ sauas
\\N`fN //'',,
LYN
CHART 1 AND 2 ANCHORAGE QUANTITY NOTES: '\,\c1=Ns
1. MAX. ANCHOR SPACING SHOWN IN THE ELEVATIONS ON SHTS 1 AND 2 SHALL NOT BE EXCEEDED.
2. FIN WINDOWS SHALL BE INSTALLED ONLY TO WOOD SUBSTRATES AS SHOWN ON SHEET 9. _ * No. 58705
3. SUBSTRATE C/M/F IN CHART 1 INDICATES CONCRETE (OR MASONRY AT JAMBS ONLY) OR METAL FOR FLANGE OR EQUAL LEG, AND APPLIES TO FIN WINDOWS
INSTALLED TO WOOD THROUGH THE FIN. SUBSTRATE C/M IN CHART 2 INDICATES CONCRETE (OR MASONRY AT JAMBS ONLY) OR METAL. SUBSTRATE W IN BOTH ;�3 1 0/0 2/2 0 2 0
CHARTS INDICATES FLANGE OR EQUAL LEG INSTALLED TO WOOD FRAMING. ; 0 . STATE OF
4. ANCHOR QUANTITIES IN UJ AND LJ LOCATIONS INCLUDE CORNER ANCHORS; EVENLY SPACE ANY ADDITIONAL ANCHORS REQUIRED BEYOND CORNER ANCHOR(S) ',FS .Fc°R10P' C�N �
BETWEEN CORNER AND MEETING RAIL ANCHORS. S/ONAL`�
5. REDUCE CORNER OR ON-CENTER SPACING AS REQUIRED TO ENSURE 3" MIN. SPACING IS MAINTAINED BETWEEN ANY TWO FASTENERS A.LYNN MILLER,P.E.
P.E.#58705
CHART 3. ORIEL (FLANGE OR EQ. LEG) WITH GLASS TYPE C, DESIGN PRESSURES (PSF) CHART 3 ANCHORAGE QUANTITY NOTES:
FRAME SASH SASH FIXED SUB- 1 . THE MAXIMUM ANCHOR SPACING
HEIGHT HEIGHT D.L.O. D.L.O. STRATE
FRAME WIDTH (in.) SHOWN IN THE ORIEL ELEVATION ON
. . . . SHEET 1 SHALL NOT BE EXCEEDED.
(in ) in
( ) in
( ) in
( ) 24 30 36 42 48 54 2. ANCHOR QUANTITIES IN UJ AND LJ
66 24 1/4 18 36 7/8 C/M +90.0/-90.0 +90.0/-90.0 +90.0/-90.0 +90.0/-90.0 +90.0/-90.0 +90.0/-90.0 LOCATIONS INCLUDE CORNER
W +90.0/-90.0 +90.0/-90.0 +90.0/-90.0 +90.0/-90.0 +90.0/-90.0 +90.0/-90.0 ANCHORS; EVENLY SPACE ANY
72 26 3/8 20 1/8 40 3/4 C/M +90.0/-90.0 +90.0/-90.0 +90.0/-90.0 +90.0/-90.0 +90.0/-90.0 +90.0/-90.0 ADDITIONAL ANCHORS REQUIRED
W +88.0/-88.0 +87.0/-87.0 +87.0/-87.0 +87.0/-87.0 +87.0/-87.0 +87.0/-87.0 BEYOND CORNER ANCHOR(S) BETWEEN
78 28 1/2 22 1/4 44 5/8
C/M +90.0/-90.0 +90.0/-90.0 +90.0/-90.0 +90.0/-90.0 +90.0/-90.0 +90.0/-90.0 CORNER AND MEETING RAIL ANCHORS.W +88.0/-88.0 +87.0/-87.0 +87.0/-87.0 +87.0/-87.0 +87.0/-87.0 +78.0/-78.0 3. REDUCE CORNER OR ON-CENTER
C/M +90.0/-90.0 +90.0/-90.0 +90.0/-90.0 +90.0/-90.0 +90.0/-90.0 +90.0/-90.0 SPACING AS REQUIRED TO ENSURE 3"
84 30 5/8 24 3/8 48 1/2 MIN. SPACING IS MAINTAINED BETWEEN
W +88.0/-88.0 +87.0/-87.0 +87.0/-87.0 +87.0/-87.0 +87.0/-87.0 +76.0/-76.0 ANY TWO FASTENERS NO CHANGES THIS SHEET.
90 32 3/4 26 1/2 52 3/8 C/M +90.0/-90.0 +90.0/-90.0 +90.0/-90.0 +90.0/-90.0 +90.0/-90.0 +90.0/-90.0
W +88.0/-88.0 +87.0/-87.0 +87.0/-87.0 +87.0/-87.0 +80.0/-80.0 +73.0/-73.0
96 34 7!8 28 5/8 56 1/4
C/M +90.0/-90.0 +90.0/-90.0 +90.0/-90.0 +90.0/-90.0 +90.0/-90.0 +90.0/-90.0 cl
W +88.0/-88.0 +87.0/-87.0 +87.0/-87.0 +87.0/-87.0 +80.0/-80.0 +73.0/-73.0
C/M +90.0/-90.0 +90.0/-90.0 +90.0/-90.0 +90.0/-90.0 +90.0/-90.0 +90.0/-90.0
102 37 30 3/4 60 1/8 0 m
W +88.0/-88.0 +87.0/-87.0 +87.0/-87.0 +87.0/-87.0 +80.0/-80.0 +72.0/-72.0 0
ch nab
108 39 1/8 32 7/8 64 C/M +90.0/-90.0 +90.0/-90.0 +90.0/-90.0 +90.0/-90.0 +90.0/-90.0 +90.0/-90.0
W +88.0/-88.0 +87.0/-87.0 +87.0/-87.0 +87.0/-87.0 +80.0/-80.0 +72.0/-72.0 w ao° o N
Z co
_ Y =
} o N z 2
C/M = CONCRETE-MASONRY OR METAL SUBSTRATE W = WOOD SUBSTRATE Q o - w
J M i
Z
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= L L I Q
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ANCHOR QUANTITIES FOR CHART 3, SEE ORIEL ELEVATION FOR LOCATIONS a w u~, _j w ON
W C) z .9Ma
FRAME FRAME WIDTH (in.) a o z a O � o
HEIGHT _
(in.) 24 30 36 42 48 54 ® D LL
H UJ MR LJ H UJ MR LJ H UJ MR LJ H UJ MR LJ H UJ MR LJ H UJ MR LJ A Q Q
v
z
66 3 4 4 2 3 4 3 2 4 4 4 2 4 4 4 2 5 4 4 2 5 4 4 2 r oo Y w
72 3 5 4 2 3 5 3 2 4 5 4 2 4 5 4 2 5 5 4 2 5 5 4 2 ^ a m N � Q aaus
78 3 5 4 2 3 5 3 2 4 5 4 2 4 5 4 2 5 5 4 2 5 5 4 2 E--1 � o 0 � co84 3 5 4 2 3 5 3 2 4 5 4 2 4 5 4 2 5 5 4 2 5 5 4 2 oQw OU
90 3 6 4 2 3 6 3 2 4 6M42 6 4 2 5 6 4 2 5 6 4 2 uz02 g Q o Oa > � oZS96 3 6 4 3 3 6 3 3 4 6 6 4 3 5 6 4 3 5 6 4 3 =102 3 7 4 3 3 7 3 3 4 7 7 4 3 5 7 4 3 5 7 4 3 Z � I— o cnp � ssa� saua5108 3 7 4 3 3 7 3 3 4 7 7 4 3 5 7 4 3 5 7 4 3
H = HEAD UJ = UPPER JAMB NOT INCLUDING MEETING RAIL QTY ����� C1� ►-YNN ���,,
MR = TOTAL QTY IN CLUSTER AT EACH END OF LJ = LOWER JAMB NOT INCLUDING MEETING RAIL QTY =�?O' ��GENSF /����
MEETING RAIL (INCLUDING ANCHORS �, S
ABOVE AND BELOW MTG RAIL) _ * No. 58705
� •. �10/02/2020��' �
Q STATE OF C(�
S/ rONAL 1E
A.LYNN MILLER,P.E.
P.E.#58705
OPTIONAL FLANGE WIDTH FIN WIDTH
(Z)APPLIED FIN FRAME WIDTH FRAME WIDTH
5 GLASS TYPE 12 5
A ONLY f
49 ~
B 26 2 0 w 0 w
e w = w
EQUAL 27 50 16 w u- w z
LEG 2 2 J
20
HEAD 20 � F OPTIONAL w FIN
27 e5 FLANGE HEAD 4 H OPTIONAL 12 7
JAMB, GLASS NO CHANGES THIS SHEET.
27 50 e5 FLANGE JAMB @OPTIONAL
TYPE A ONLY
26 19
49 14 FRAME WIDTH — FRAME WIDTH
C 9 10 41 11 49 50 27 N
m
5 49 20 Q nacq
MEETING 13 50
RAIL 41 ui
> ao° o N
30 27 27 27 50 49 Z o N z >
26 � } � m _
26 20 Q ° w
27 20 ooLL � � = uMoa o
W = W � Q
EXTERIOR 17A 27 a � w CO ' °'
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26 WCl > � w z �Ma
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41 1 1 D
27 °� q Q o
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50 5 EQUALLEGJAMB EQUAL LEG JAMBF �18 OPTIONAL o z m w
O w J
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42 17B Z0-1 WZ-j
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LEG L 6 z 31 \\\\����� 111i�����/
2
SILL 15 LD_ ALTERNATE cNF
42 w z I ADAPTOR
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OPTIONAL G OPTIONAL APPLIED FIN e5 FLANGE SILL HORIZONTAL CROSS SECTION ; 4�12p2�,?3
Q STATE OF
5 GLASS TYPE 12 EXTERIOR ;�`�s•. F(ORIO ••'G�?\
A ONLYS/ONAL
VERTICAL CROSS SECTION /111, 11110
A.LYNN MILLER,P.E.
P.E.#58705
ULTRACON OR CRETE-FLEX: 1/2" MIN. EDGE
1" MIN. EDGE DIST. METAL DISTANCE FULL THREAD
ULTRACON+: STRUCTURE ENGAGEMENT
1-3/16" MIN. EDGE DIST. BY OTHERS THROUGH
1 3/4" MIN. METAL WALL
a ° EMBEDMENT
SOLID ° .d
CONCRETE d d ° BACKER ROD
BY OTHERS d d AND SEALANT
BY INSTALLER 1/4" MAX. SHIM
OPTIONAL 1" MIN. EDGE
1 X WOOD DISTANCE
BUCK 1/4" MAX. SHIM #12 ITW TEKS
OR GRADE 5
BACKER ROD SELF-DRILLING ADDED 1/4"ELCO ULTRACON+
AND SEALANT 1 3/8" MIN. SCREW
BY INSTALLER
1/4" ULTRACON, EMBEDMENT
ULTRACON+ iTZ T
OR CRETEFLEX
WOOD 1/4" MAX. SHIM)
o co
IrZi Q FRAMING
Aacq
OR 2X BUCK
ui BY OTHERS #12 WOOD ao° o
> N
SCREW SILL TO BE SET Z Y =
BACKER ROD IN A BED OF -i } � � z
AND SEALANT APPROVED } o M Z z e
BY INSTALLER SEALANT m ° LL °-° uMoaa g
ui� = w � Q = C� rn
W U 00 F- J W
PF dHw �� CD J oN
SILL TO BE SET r- � " z �Ma
� w Q
IN A BED OF a Z v� C
[Do non APPROVED EQUAL LEG VERTICAL ° Q U) O
SEALANT HEAD/SILL CROSS SECTION 0 A z
d SILL TO BE SET METAL STRUCTURE W' n Y
d � aay5
IN A BED OF INSTALLATION Q 0 6 9 M 00 0
oz
da 4 APPROVED o W
4 .4.'d' .. '� d O ZpUrNi Q J F-
SEALANT u _ Z � o
EQUAL LEG VERTICAL Z 0 W ' Q v
o a F-
H ZE �M = Z =
HEAD/SILL CROSS SECTION _v M
���z o0 a�ll saQ sauas
CONCRETE INSTALLATION
LYN/V
EQUAL LEG VERTICAL
HEAD/SILL CROSS SECTION
WOOD FRAMING OR = * No. 58705
2X BUCK INSTALLATION �4G
GENERAL ANCHOR NOTES: _� 10/02/2020 (u_
Q STATE OF
1. INSTALL ONE ANCHOR AS INDICATED IN DETAILS ON THIS SHEET AT EACH LOCATION SHOWN IN THE ELEVATIONS ON SHEET 1. OR10
2. INSTALL SHIMS AT EACH ANCHOR LOCATION WHERE A GAP OF 1/16" OR GREATER EXISTS BETWEEN PRODUCT FRAME AND SUBSTRATE. EXTERIOR /ONAL
3. SHIMS SHALL BE LOAD-BEARING (PLASTIC OR METALLIC) AND CAPABLE OF TRANSFERRING LOADS TO SUBSTRATE. a
4. SPECIFIED ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL FINISH OR STUCCO, BY OTHERS. A.LYNN MILLER,P.E.
P.E.#58705
ULTRACON OR CRETE-FLEX: METAL
1" MIN. EDGE DIST. STRUCTURE
ULTRACON+: BY OTHERS 1/2" MIN. EDGE FULL THREAD
1-3/16" MIN. EDGE DIST. DISTANCE ENGAGEMENT
SOLID a ° ° ° ° �_ 1 3/4" MIN. SEALANT THROUGH
CONCRETE � ° EMBEDMENT BEHIND METAL WALL
BY OTHERS ° ° FLANGE BY i
INSTALLER
OPTIONAL 1/4" MAX. SHIM)
1X WOOD i 1" MIN. EDGE
BUCK 1/4" MAX. SHIMS DISTANCE
SEALANT #12 ITW TEKS
OR GRADE 5 ADDED 1/4"ELCO ULTRACON+
BEHIND 1 3/8" MIN.
FLANGE BY 1/4" ULTRACON, EMBEDMENT SELF-DRILLING o
INSTALLER ULTRACON+ WOOD I i SCREW
OR CRETEFLEX FRAMING
OR 2X BUCK LJ 1/4" MAX. SHIM]
BY OTHERS
m
N
SEALANT M a�
BEHIND #12 WOOD W o
FLANGE BY J
SCREW SILL TO BE SET z > a}oa o _
INSTALLER Z o � >
INA BED OF J } � � � Z =
APPROVED Q °o 4 CD W
SEALANT m o LL o uMo a o
o = W� Q = o
F__� rrSILL TO BE SET JF auJ2co � � w 'ON
IN A BED OF w o > � w z 0
APPROVED a z `o a
SEALANT " T
1(tT
nFIV
F9;
FLANGE VERTICAL
4 4SILL TO BE SET HEAD/SILL CROSS SECTION OO w w a o
° IN A BED OF METAL STRUCTURE Y w
4 /O ~J � }aa4S
°Q ° APPROVED INSTALLATION E--I p w 2 M m Z
° 4* 4 ° a SEALANT a �0LL o
p o"M
FLANGE VERTICAL U Z-W Z Cl
HEAD/SILL CROSS SECTION Z °2'Lo w U)w rn
CONCRETE INSTALLATION
Z�F-M = Z =
5 o Z s aI}!l .ssoo IsauGs
FLANGE VERTICAL 111J►],
HEAD/SILL CROSS SECTION �� �Y LYNN,,��'%,
WOOD FRAMING OR 'vxcENSF
2X BUCK INSTALLATION
* No. 58705
GENERAL ANCHOR NOTES: _� . 414-4
0/02/2020 cu;
Q STATE OF
1. INSTALL ONE ANCHOR AS INDICATED IN DETAILS ON THIS SHEET AT EACH LOCATION SHOWN IN THE ELEVATIONS ON SHEET 1 . EXTERIOR F40RIDP.
2. INSTALL SHIMS AT EACH ANCHOR LOCATION WHERE A GAP OF 1/16" OR GREATER EXISTS BETWEEN PRODUCT FRAME AND SUBSTRATE. '�`SS/ 0
3. SHIMS SHALL BE LOAD-BEARING (PLASTIC OR METALLIC) AND CAPABLE OF TRANSFERRING LOADS TO SUBSTRATE. aJ�\\
�
4. SPECIFIED ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL FINISH OR STUCCO, BY OTHERS. A.LYNN MILLER,P.E.
11 P.E.#58705
1/4" MAX. SHIM- -
1/4" ULTRACON, FULL THREAD
1 3/4" MIN. EMBEDMENT ULTRACON + -1/4 MAX. SHIM ENGAGEMENT - -
IN SOLID CONCRETE, 1 3/8 MIN.
1 1/4" EMBED. IN CMU OR CRETEFLEX EMBEDMENT #12 WOOD THRU METAL WALL [1/4" MAX. SHIM
° SCREW
a _
1/2" MIN. EDGE -
SEE NOTE 5 DISTANCE
� v
SOLID CONCRETE:
1" OR 1-3/16" MIN. EDGE DIST. °
CMU BLOCK: 1" MIN. EDGE
2-1/2" MIN. EDGE DIST. ° DISTANCE METAL ADDED 1/4"ELCO ULTRACON+
STRUCTURE
BY OTHERS
CONCRETE / BACKER ROD BACKER ROD AND
MASONRY OPTIONAL 1X AND SEALANT WOOD FRAMING OR BACKER ROD AND
BY OTHERS WOOD BUCK BY INSTALLER 2X BUCK BY OTHERS SEALANT BY INSTALLER SEALANT BY
INSTALLER
EQUAL LEG HORIZONTAL JAMB EQUAL LEG HORIZONTAL JAMB EQUAL LEG HORIZONTAL JAMB
CROSS SECTION CROSS SECTION N m
CROSS SECTION CD
CONCRETE/MASONRY INSTALLATION WOOD FRAMING OR 2X BUCK METAL STRUCTURE m aa
INSTALLATION o U)
INSTALLATION J W a
1/4" MAX. SHIM - o N
1/4" ULTRACON, -1/4" MAX. SHIM FULL THREAD z o m z >
1 3/4" MIN. EMBEDMENT ULTRACON+ 1 3/8" MIN. ENGAGEMENT . 0 N - J w
IN SOLID CONCRETE, OR CRETEFLEX EMBEDMENT #12 WOOD THRU METAL WALL _ 1/4 MAX. } o J o z z
1 1/4 EMBED. IN CMU o =
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DISTANCE a z `o 2 _
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CMU BLOCK: BY OTHERS Q 0 0 o m m z
2-1/2" MIN. EDGE DIST. a I `� o w J
CONCRETE / SEALANT SEALANT BEHIND SEALANT BEHIND zLu Z Q o
WOOD FRAMING OR Z o a > <
MASONRY OPTIONAL 1X BEHIND FLANGE 2X BUCK BY OTHERS FLANGE BY INSTALLER FLANGE BY INSTALLER o, _ _
BY INSTALLER o o ~; zN '_
BY OTHERS WOOD BUCK FLANGE HORIZONTAL JAMB FLANGE HORIZONTAL JAMB
FLANGE HORIZONTAL JAMB CROSS SECTION CROSS SECTION
CROSS SECTION WOODFRAMING
S MAINGAORONX BUCK METAL STRUCTURE \�� N NNN���I ,
CONCRETE/MASONRY
INSTALLATION _
* : No. 58705
GENERAL ANCHOR NOTES: l G �
1. INSTALL ONE ANCHOR AS INDICATED IN DETAILS ON THIS SHEET AT EACH LOCATION SHOWN IN THE ELEVATIONS ON SHEET 1 . 10i02i2020
p STATE OF CV
2. INSTALL SHIMS AT EACH ANCHOR LOCATION WHERE A GAP OF 1/16„ OR GREATER EXISTS BETWEEN PRODUCT FRAME AND SUBSTRATE. EXTERIOR FCOWOQ '
3. SHIMS SHALL BE LOAD-BEARING (PLASTIC OR METALLIC) AND CAPABLE OF TRANSFERRING LOADS TO SUBSTRATE. ��•` \
4. SPECIFIED ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL FINISH OR STUCCO, BY OTHERS. '��,���11 MW
5. 1" MIN. EDGE DIST. FOR ULTRACON OR CRETE-FLEX INTO CONCRETE, 1-3/16" MIN. EDGE DIST. FOR ULTRACON+ INTO CONCRETE. A.LYNN MILLER,P.E.
P.E.#58705
1 1/2" MIN. WOOD FRAMING OR
SEALANT EMBEDMENT 2X WOOD BUCK BY OTHERS
BEHIND 9/16" MIN. EDGE
FIN BY DISTANCE
INSTALLER
9/16" MIN. EDGE
#12 WOOD DISTANCE
SCRE7W
=L,Jd 1/4" MAX.] 9/16" MIN. MIN,
SHIM SPACE EDGE DISTANCE]__F9/16"
EDGE DISTANCE
NO CHANGES THIS SHEET.
WOOD FRAMING 1/4" MAX.
OR 2X WOOD BUCK SHIM SPACE
BY OTHERS
o co
Z r
EXTERIOR N
1 1/2" MIN. o nac{
EMBEDMENT w CD C/)
J
2}DQ O =
SEALANT BEHIND } Lo � z _
FLANGE BY INSTALLER Q °o M Z W 2
1/4" MAX. 17 m0z � s °-° uMoa o
#12 WOOD = w Q =
SHIM SPACE SCREW EXTERIOR Q w 0 W w
z 4 �
a W �Ma
9/16" MIN. EDGE w � ' w z
r DISTANCE FIN HORIZONTAL CROSS SECTION a Z °' w `n z
#12 WOOD 1 9/16" MIN. EDGE WOOD FRAMING OR o D L`
SCREW I DISTANCE 2X WOOD BUCK INSTALLATION x A z Q 00
Q w
oo Y w
SEALANT7!�r Q 0 o z M m z as
BEHIND 1 1/2" MIN. WOOD FRAMING OR o 2 W o
FIN BY EMBEDMENT 2X WOOD BUCK BY OTHERS Z Z� _j o
INSTALLER Z o W > - Q
o-, H
W
~ o F � = z 2
z,�M H Z co
z o0 a� lsaQ sauas
FIN VERTICAL CROSS SECTION
WOOD FRAMING OR
LYNN
2X WOOD BUCK INSTALLATION �.
* No. 58705 `
GENERAL ANCHOR NOTES:
1. FIN WINDOWS SHALL BE INSTALLED ONLY TO WOOD SUBSTRATES AS SHOWN ON THIS SHEET. _� 41 (u_
2. INSTALL ONE ANCHOR AS INDICATED IN DETAILS ON THIS SHEET AT EACH LOCATION SHOWN IN THE ELEVATION ON SHEET 2. O ., STATE of
3. INSTALL SHIMS AT EACH ANCHOR LOCATION WHERE A GAP OF 1/16" OR GREATER EXISTS BETWEEN PRODUCT FRAME AND SUBSTRATE.
4. SHIMS SHALL BE LOAD-BEARING (PLASTIC OR METALLIC) AND CAPABLE OF TRANSFERRING LOADS TO SUBSTRATE. '//,/ONAL
5. SPECIFIED ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL FINISH OR STUCCO, BY OTHERS. A.LYNN MILLER,P.E.
P.E.#58705
I~ 3.051"
k I
Ef .066" � 3.414" 3.569"
0.066" 3.338" I 3.414"
0.067" 0.062"3.338" E r
T§r
1.593" 2.216"
0.078" 1.093" }
I~ 3.420" I� 2.676"
1O FRAME JAMB EQUAL LEG O2 FRAME HEAD EQUAL LEG O FRAME SILL EQUAL LEG 4O FRAME JAMB FLANGE O5 FRAME HEAD FLANGE
1349XO04 1394XO01 13940001 1394XO05 1394XO02
NO CHANGES THIS SHEET.
0
d
1.497"
650'
3.569" 1. N
r 0.066" 3.338" o m
0.067" 1
}
0.085" o
22
na
w
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4.104" 3.369" w a}pa
2.253" g > p =
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0.o78" J >zo 2
I~ 3.338" 2.051" m o LL o = u e a o
�- 1.497" 0.088" o = W - Q = 't
O6 FRAME SILL FLANGE w `Z00
O FRAME JAMB FIN O SASH BOTTOM RAIL O FIXED MEETING RAIL 10 SASH MEETING RAIL a w 7 cD °N
13940002 1349XO06 13940004 1394XO07 1394XO10 o > " z NMa
� w
a � z °' w cn
D w
2.218" � ® -1
1.621" --I 0.050" O A w
T T 1.134" N w> Y
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0.078" 1.378"hA 0.090" 9 ¢m N � �aa4s
1.497" 0.870" 0.662" 0.780" Q 0 o z M coU)
0.082" J o e J O
0.065" 1.233" 1.619" 0 C g� , Q U
Z D Z m O
Z oa > v
11 SASH STILE ASSEMBLY 12 FIN ADAPTER 13 FIXED MTG. RAIL 14 SASH TOP RAIL 15 SILL SCREEN RETAINER o E _ w_ _�
13940005 S-49332 REINFORCEMENT REINFORCEMENT 1194XO09 ~ ~ x
zooM w 0
�� z o0 a�lll �saQ sauas
1294XO29 1194X011
1.057" �- -I 0.968" _'��. '��cl=rvsF'
58705
T . -�
r 0.062" 1.386" 0.050" yow.
0.375" 0.050 1.135 090.0 1.162" QOO*�E-/-��
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17A SCREEN ADAPTOR ����SS•jPCORID?;.•`G���
FRAME HEAD
16 O 17B SCREEN ADAPTOR 18 SILL SNAP LOCK 26 GLASS STOP '�� /ONAL E ,�
SCREW COVER 17010415 1194XO14 11007327 1194XO12
A.LYNN MILLER,P.E.
1194X013 P.E.#58705
BILL OF MATERIALS BILL OF MATERIALS I
NO. PART NUMBER DESCRIPTION MANUFACTURER (MAT.) NO. PART NUMBER DESCRIPTION MANUFACTURER (MAT.)
1 1349XO04 FRAME JAMB EQUAL LEG KEYMARK (ALUM. 6063-T6) 31 15073 THERMAL ISOLATOR TEAM PLASTICS (VINYL)
2 1394XO01 FRAME HEAD EQUAL LEG KEYMARK (ALUM. 6063-T6) 32 ULTRA LIFT SPIRAL BALANCE CALDWELL
3 13940001 FRAME SILL EQUAL LEG KEYMARK (ALUM. 6063-T6) 33 218237 BALANCE CARRIER CALDWELL
4 1394XO05 FRAME JAMB FLANGE KEYMARK (ALUM. 6063-T6) 34 11940006 ECO BALANCE SASH BRACKET SELJAN
5 1394XO02 FRAME HEAD FLANGE KEYMARK (ALUM. 6063-T6) 35 S4000-XX 150 SCREEN FRAME KEYMARK (ALUM. 6063-T6)
6 13940002 FRAME SILL FLANGE KEYMARK (ALUM. 6063-T6) 36 S4000-BL-SC SCREEN CORNERS
7 1349XO06 FRAME JAMB FIN KEYMARK (ALUM. 6063-T6) 37 S4000-SS-027 SCREEN WIRE LIFT
8 13940004 SASH BOTTOM RAIL KEYMARK (ALUM. 6063-T6) 38 900187 SCREEN TENSION SPRING
9 1394XO07 FIXED MEETING RAIL KEYMARK (ALUM. 6063-T6) 39 SBVXX BL-060OZ SCREEN MESH
10 1394XO10 SASH MEETING RAIL KEYMARK (ALUM. 6063-T6) 40 S0010-BL-220OR SCREEN SPLINE
11 13940005 SASH STILE ASSEMBLY KEYMARK (ALUM. 6063-T6) 41 121998 0.187" W X0. 00" H FIN WEATHERSTRIP ULTRAFAB
12 S-49332 FIN ADAPTER KEYMARK (ALUM. 6063-T6) 42 W4000-BL-20218 0.187" W X0.300" H PROLON WEATHERSTRIP ULTRAFAB ADDED DOW 791 &DOW 983 TO
13 1294XO29 FIXED MTG. RAIL REINFORCEMENT KEYMARK (ALUM. 6063-T6) 43 W4070-BL-W2 CLOSED CELL FOAM PAD FRANK LOWE BOM.
14 1194X011 SASH TOP RAIL REINFORCEMENT KEYMARK (ALUM. 6063-T6)
44 122023 0.810" W X0.�00" L X0.240" H WOOLPILE PAD ULTRAFAB
15 1194X009 SILL SCREEN RETAINER KEYMARK (ALUM. 6063-T6)
45 131096 #6 X 3/4" FLAT HEAD TYPE A PAINTED SASH LOCK SCREWS
16 1194XO13 FRAME HEAD SCREW COVER KEYMARK (ALUM. 6063-T6) 46 131014 #8 X 1" PAN HEAD SQUARE DRIVE LEAD POINT CORNER ASSEMBLY SCREWS
17A 17010415 VERTICAL SCREEN ADAPTER Team Plastics (VINYL) 47 131085 #8 X 1" FLAT HEAD BALANCE SCREWS TYPE A o m
48 #12 PAN HEAD INSTALLATION SCREWS N
17B 1194XO14 SCREEN ADAPTER KEYMARK (ALUM. 6063-T6) CD
M aa
18 11007327 SILL SNAP LOCK (OPTIONAL) KEYMARK (ALUM. 6063-T6) 49 121104 GLASS SHIM DUROMETER 85 FRANK LOWE (2RB-89-0250-024-032)
50 SIKA 552, DOW 791, DOW 983 SIKA / DOW (POLYURETHANE/SILICONE) J o U)
19 H4000-XX SL202 SASH LOCK 0+0a O ry
20 1" INSULATED GLASS - SEE SHEET 2 51 TP990 SPACER SYSTEM (SEE NOTE BELOW) HELIMA (ALUMINUM AW-3000) _ Y =
zo M 2 z >
21 15075 SASH GUIDE LEFT J } N J _
NOTE: SPACER MATERIAL TENSILE ULTIMATE STRENGTH FTU= 17KSI a o � cD w
22 15074 SASH GUIDE RIGHT TENSILE YIELD STRENGTH FTY= 12KSI m o o o Jo
23 WA21- WEEP GATE PREFERRED ENGINEERING o = w`° QILL
=
24 15176 FOAM PAD - SILL AT JAMBS a w ON
25 263400 9/16" THERMAL STRUT INSULBAR ENSINGER (TECATHERM 66 GF) U o W v w z �Ma
26 1194XO12 GLASS STOP KEYMARK (ALUM. 6063-T6) r
27 121005 GLAZING VINYL#5 TEAM PLASTICS (VINYL) o w
O
28 15071 SASH STOP TEAM PLASTICS (VINYL) z
29 15070 BALANCE COVER TEAM PLASTICS (VINYL) o o Y z
30 15072 DEBRIDGE COVER TEAM PLASTICS (VINYL) 4--1 �Com m aaus
0:5 J Q'
Q LL J X
z Z v Q w ~O
Zo a- I
o a W rn
o� � = O =
z �OM m (o
z �saa
O•N� LYN/V
I /
0.063" � �
0.299" No. 58705
0.575" 1.600"
1 0.050" 0.040" �� 0.563' � r 0.050"
0.236" 0.212" I� /� �-?J '• 10/02/2020 �`
�I 1.099" If 1.129" 1.161" Q� ' STATE �<C/
25 THERMAL STRUT 28 SASH STOP 2g BALANCE COVER 30 DEBRIDGE COVER 31 THERMAL ISOLATOR SS/ONAL
263400 15071 15070 15072 15073
A.LYNN MILLER,P.E.
P.E.#58705