HomeMy WebLinkAboutEngineering SING HUN..0 ELEVATIGN^'NGN-IMPAC 171 PVC NON-IMPACT REQUIREMENT:
,4 c a ,-L-y' 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE
54 318" FLORIDA BUILDING CODE,CURRENT EDITION.
FLANGE WIDTH
531/8" 2.GLAZING OPTIONS:(SEE SHEET 3)
MAX UNIT WIDTH
3.CONFIGURATIONS:"O/X".
4.DESIGN PRESSURE RATING(SEE SHEET 3):
-NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND GLASS TABLES ASTM E-1300-04.
-POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER INFILTRATION TEST
PRESSURE AND GLASS TABLES ASTM E-1300-04.
381/4 5.ANCHORAGE:THE 331/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS
e GLAASSS DLO FLANGE 37WIDTH PRODUCT.SEE SHEETS 6-8 FOR ANCHOR DETAIL. WINDLOAD DURATION FACTOR Cd=1.6 WAS
7 34 5/18" MAX UNIT WIDTH USED FOR WOOD ANCHOR CALCULATIONS.
771/4" GLASS DLO -
FLANGE
S.NOT APPROVED FOR IMPACT RESISTANCE.IMPACT PROTECTIVE SYSTEM IS REQUIRED IN WIND
HEIGHT BORNE DEBRIS REGION.
3215/16 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT USED AT FIXED MEETING
GLASS DLO RAIL AND JAMB,
76" 8.SERIES 1 MODEL DESIGNATION SH-610.
UNIT 771/4" 9.1X OR 2X WOOD BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY
HEIGHT FLANGE 34 5116" TRANSFER ALL LOADS TO STRUCTURE. BUCK AND FRAMING IS RESPONSIBILITY OF ARCHITECT OR
47" HEIGHT GLASS DLO ENGINEER OF RECORD.
GLASS DLO
10.THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING:X=OPERABLE SASH,
O=FIXED SASH
37114" 34 6116" /
MAX GLASS DLO 11.SECTION CALLOUTS FROM EQUAL SPLIT ELEVATION APPLY TO ALL ELEVATIONS IN A SIMILAR
SASH LOCATION.
HEIGH 76°
MAXUNIT
/
HEIGHT 30 7/8'
GLASS DLO
371/4' 34 6116"
7 6 MAX LASS DLO
SASH
49 15/16" HEIGHT _
MAS SASH WIDTH
DESIGN PRESSURE RATING
FLANGE+/-50
FIN+/-50
Lucas A.Turner
DESIGN PRESSURE RATINGLUCAS A.TURNER,FL P.
2014-09-1017:30-04:00 Z�
FLANGE+/-50 E.68201
%%lillselli9/10/2014
(NO EXTERNAL REINF.) ., PNpRE W, i Lucas A.Turner,P.E.
` �,.•4�G a rv3FL PE 458201
4:Z5.) F••;Q2��� LL '`�' 1tm�motvS&DooRS 1239 Jabara Ave.
TABLE OF CONTENTS v: No 58201 :13: 1900 SW 44TH AVE. North Port,FL 34288
*I * t f OCALA,FLORIDA 34474 Pb.941-380-1574
a;
GENERAL NOTES 8 ELEVATIONS.....1 ITLE: GENERAL NOTES&ELEVATIONS-NON IMPACT
NOTES '9: STATE OF .4U Z
ANCHOR SCHEDULE& OTES..........2 ERIE6: BRAWN BY: SATE:
SECTION VIEWS&AOP CHARTS& ING DETAIL 3 L FRAME..........4 ;4�6` <,O R 10 P����`� MODEL: 610 SCALE: ADE WO.NO.:8/9/2014
INSTALLATION DETAIL.....................6.8 �'4�S+ONA�r E���,� PVC SINGLE HUNG REV.LETTER:TS SHEET: CWS-935 OF 835
MIDPOINT
6"`MAX SEE NOTE 5 q°MAX — 1 �O,.MAX 6"M—
766"MAX / 4"MAX SEE NOTE 2/ -66"" ►MAX /
14 1-/2"i 14 1/2"I
MAX 8'MAX MAX
O.C. O.C. O.C.
� p 1
/
INSTALLATION
ANCHORS TYP.
3"
X 3,
X
(SHT 4) '
INSTALLATION
ANCHORS TYP.
ANCHOR LAYOUT-(FLAfJGE}- _�, ANCHOR LAYOUT-(FIN} ANCHOR LAYOUT-(FLANGE)
THRU FRAME(MASONRY,METAL,OR WOOD OPENING"•.%r,�.j.z_' THRU NAILING FIN(WOOD OPENING) TI/RU FRAME(MASONRY.METAL,OR WOOD OPENING)
OVER
UNIT WIDTH,[NO SILL ANCHORS REQUIRED) ALL SM 3r UNIT WIDTH AND UNDER,[NO SILL ANCHORS REOUIRED)
NO S:
1.IN LL ONE ANCHOR AT EACH LOCATION NCHOR SPACING SAME AS HEAD.
2.SHIM AS REQ INSTALLATION ANCHORS USING LOAD BEARING SHIMS. MAX.ALLOWABLE SHIM STACK TO BE 1/4"FOR MASONRY OR WOOD,AND 1/8"FOR METAL.
USE SHIMS WHERE SPACE GREATER THAN 1/16"IS PRESENT. -
3.LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED,
4.3/16"DIA.ELCO ULTRACON MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN.EMBEDMENT OF 1 1/4"INTO MASONRY THRU FRAME OR THRU 1 BY WOOD BUCK INTO MASONRY.
A MINIMUM EDGE DISTANCE OF 2 1/2",IN ANY DIRECTION,SHALL BE ACHIEVED.
5.#10 PAN HEAD SCREW WITH INTEGRATED WASHER MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN.EMBEDMENT OF 13/8"INTO 2 BY WOOD BUCK. A MINIMUM EDGE DISTANCE OF 7/8"SHALL BE ACHIEVED IN ANY DIRECTION IN FLANGE FRAME
INSTALLATION. IN FIN FRAME INSTALLATION,910 WOOD SCREW W/INTEGRATED WASHER MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN.EMBEDMENT OF 1 1/2"INTO 2 BY WOOD BUCK(THRU FIN AND THRU FRAME)THE MIN.EDGE DISTANCE
SHALL BE 1/2"IN ANY DIRECTION.
6.#10 WOOD SCREW WITH INTEGRATED WASHER THRU FIN MUST BE NO LESS THAN 1"AWAY FROM THE THRU FRAME ANCHOR AT FIXED MEETING RAIL,ELSE FOLLOW THE REQUIRED SPACING.
7.#10-16 ITW TEKS ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE FULL THREAD ENGAGEMENT THRU METAL WALL THICKNESS.
8.ALL INSTALLATION ANCHORS MUST BE MADE OF OR COATED WITH A CORROSION RESISTANT MATERIAL. DISSIMILAR MATERIALS OR MATERIALS
IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTIONS.
10.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT
BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. LUCAS A.TURNER,FL P.E.68201
11.INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: 11191180110, 9/10/2014
A.WOOD-MINIMUM SPECIFIC GRAVITY OF G=0.55(SOUTHERN PINE OR GREATER) ���NORE W '4 Lucas A.Tumor,P.E.
B.CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 2,846 PSI. �J y P.••.... T(,�., w
58201
C.MASONRY-STRENGTH CONFORMANCE TO ASTM C-90,GRADE N,TYPE 1(OR GREATER). ,N Ci ;4..........
C E NS�.•Q,yy�� „N WtNDO ORS 1239 JabFL PE#am Ave.
D.ALUMINUM-1/8"THICK MIN.,6063 T5 MIN. zZi F North Port,FL 34288
E.STEEL-.060"THICK MIN.,33 KSI MIN. .-4 No 59201 ;-P 1900 SW 44TH AVE.
* * * OCALA,FLORIDA 34474 h.941-380-1574
12.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS IN ACCORDANCE'WITH =ro: :(r=:jr= TITLE: ANCHOR SCHEDULE&NOTES-NON IMPACT
THE CURRENT VERSION OF THE FOLLOWING REFERENCE DOCUMENTS: SV.. STATE OF :4r:
FMA/AAMA 100(FIN WINDOWS), 4,�0�• �,� SERIES: 610 DRAWN 0v:ADE ATE' 8/9/2014
FMAIAAMA 200 NGE WINDOWS), , MooeL. PVC SINGLE HUNG CLNO.:
0.-
VTS CWS-935
F FMAIWDMA
MA ROR DOORS). R SHEET: 2
Design Pressures(PSF)with Glass Types A B,C,or D
Unit Sash Unit Widths In. 718"OVERALL
Heights(in.) Heights in. 23 1/2 27 1/2 29 1/2 31 1/2 35 1/2 39 1/2 41 1/2 43 1/2 47 1/2 51 1/2 53 1/8 3/16"ANNEALED
35 1/2 17 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 1/2"AIRSPACE
39 1/2 19 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +5005 3116"ANNEALED
41 1/2 20 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50%75 +50/-75 +50/-75 +50%73.1
43 1/2 21 +50/-75 +So/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-73.4 +50/-70.6
47 2 23 1 +5005 +50/-75t50/4
+50/-75 +50-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-68.9 +50/-66.2
51 1/2 25 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-72.7 +50/-65.2 +50%62.6
53 1/2 26 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +5005 +50/-71 +50/-63.6 +501-61 - 516"GLASS BITE
55 1/2 27 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +5005 +50/-69.5 +50/-62.1 +50/-59.5
59 1/2 29 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +SO/-75 +50/-66.8 +50/-59.5 +50/-57
63 1/2 31. +50/-75 +50%72.9 +50/-71.6 +50/-71.6 +50/-71.6 +50/-71.6 +50/-71.6 +50%64.6 +SO/-57.3 +50/-54.8
65 1/2 32 +50/-73.2 +50/-69.1 +50/-68 +50/-67.4 +50/•67,3 +50-67.3 +50-67.3 +50/-67.3 +50%63.6 +50/-56.4 +50/-53.9 PUR ECT 562 OR
67 1/2 33 +50/-69.8 +50/-65.6 +50/-64.4 +50/-63.7 +SO/-63.4 +50/-63.4 +50/-63.4 +50/-63.4 +50/-62.7 +50/-55.5 +50/-53
71 1/2 35 +50/-64 +50/-59.7 +50/-58.3 +50/-57.3 +50/-56.5 +50/-56.5 +50/-56.5 +50/-56.5 +50/-56.5 +50/-53.9 +50/-51.5 _o
74 3/4 36 5/8 +50/-59.9 +50/-55.6 +50/-54.1 +50%53 +50/-51.8 +50/-51.7 +50/-51.7 +50/-51.7 +50/-51.7 +50/-51.7 +50/-50.4 GLASS TYPE C
76 37 1/4 +50/-58.5 +50/-54.1 +50/-52.6 +50/-51.5 +50/-50.2 +50/-SO +50/-50 +50/-50 +50/-50 +50%50 +50/-50 FULL SIZE
718"OVERALL
3/18'TEMPERED
1/2"AIRSPACE
3/16"TEMPERED
718"OVERALL 7/8"OVERALL _
1/8"ANNEALED 1/8"TEMPERED 6/8"GLASS BITE
518"AIRSPACE 5/8"AIRSPACE
1/8"ANNEALED - 1/8"TEMPERED
SIKAFLEX 552 OR
Lj AB
PURFECT GLAZE"H"
. o
518"GLASS BITE 5/8"GLASS BITE GLASS TYPE D
FULL SIZE
LUCAS A.TURNER,FL P.E.58201
', 9110/2014
3 SIKAFLEX 552 OR SIKAFLIX 652 OR
46 PURFECT GLAZE^H" � 46 PURFECT GLAZE"H" � 'P�G E N�,I TG4 «'; `•".{r'��+GWC4Z Luc Fl.PE N58201.E.
_o o JVP:'4\ sF•';P2�,� :. 1239]abara Ave.
1nrlDows a nooss
GLASS TYPE A GLASS TYPE 8 :y: No 58201 '.1� 1900 SW 44TH AVE. North Pon,FL 34288
FULL SIZE FULL SIZE *• * *= OCAIA,FLORIDA 34474Ph.941-300-1574
o ¢ TITLE: DESIGN PRESSURE CHART!GLAZING-NON IMPACT
NOTE: m 13'. STATE OF :kr, SERIES: RAIN BY:
81912014
1.IF SIZE INTENDED IS NOT SHOWN, �,O�ccs��0 R 10..*��=��` WDEL: PVC SINGLE HUNG GALE: ADE owG.No.:CWS-935
USE NEXT LARGER SIZE. /ONA-
/1411111 � �`� RFV.LETTER: SHEET: 3 OF 8
z
3
4
31 14 1 13
Ba
b
i 3 8
33
oom� ao_v
HORIZONTAL SECTION VIEW 10
8
7
B
3
8 17
1
17 1 4 7
30 18 7
8 3 20
33
35 O EXTERNAL REINF.ON p
T'UNIT WIDTHS AND UNDER
31
5 ALTERNATE FIN FRAME
1 2 32
1 16
11
3
3 LUCAS A.TURNER.FL P.E.58201
e
••'40, PN��Ns!TREW ,;P�� Lucas A.Tumler,P.E.
• 5 G io FL PE#58201
�•JCS v F •,'1�-� 'WINDOWS&DOORS 1239]abara Ave.
VERTICAL SECTION VIEW �; No 58201 S1: 1900 SW 44TH AVE. North Part,FL 34288
OCALA,FLORIDA 34474
Ph.941-380-1574
Q: J ITLE:SECTION VIEWS/ALT.FRAME-NON IMPACT
%9 STATE OF , 41
%.O,. '�• SERIES: 610 RawN BY' DATE:�'.�, R50✓ �_�•, .10DEL: >CALE: ADE DWG.N0,:8/912014
OTE:ITEMS 38-41 ARE USED BUT NOT SHOWN FOR CLARITY ��i4 to 811A'1���,• PVC SINGLE HUNG_FV LETTER:TS smu: 4 OF 835
ITEM PART DESCRIPTION MATERIAL VENDOR
1 H-6124 HEAD OUTERFRAME PVC ATN
FRAME CORNER
2 H-6125 JAMBS OUTERFRAME PVC ATN 3112"
3 H-6126 SI OUTERFRAME PVC ATN -{
3 7116" 3 7116" CONSTRUCTION
4 H-6132 SASHSIDERAIL PVC ATN .062"
5- H-6136 SASH BOTTOM RAIL PVC ATN .1 O
6 H-6137 FIXED MEETING RAIL PVC ATN S .062"
7 H-6138 ISASH TOP RAIL PVC ATNL] a 062"
8 5.6141 GLAZING BEAD PVC ATN 3 9/16" 3 9/18' 3 7/B"
9 S-6142 SASH STOP PVC ATN a p
10 S-6143 SCREEN ADAPTOR PVC ATN a 2 8 CORNER WELD(ALL SIDES)
11 P-5085 WSTP QLON BULB VINYL AMESBURY n 3
12 P-5086 WSTP QLON BULB VINYL AMESBURY n
13 BALANCERS-CONSTANT FORCE RT CALDWELL 9�JI
14 P-5392 SASH TILT LATCH NYLON CALDWELL PVC FRAME HEAD H-6124 PVC FRAME JAMB H-6125
PVC FRAME SILL H-6126
15 P-5393 PIVOTCARRIER NYLON CALDWELL
16 P-5396 PIVOT BAR SS CALDWELL
17 P-3515 N8 x 5 PHIL FLAT WHITE SMS STEEL FASTENAL 1 7116° 6118� 1 7116" 1 11/16'-
18
1/16•18 P-4146 #BX34PHILFLATtek STEEL FASTENAL
SETTING BLOCK20 5-2001 INTERLOCK RAIL RUBBER FRANK LOWE 082" 1 7/16 4 •082" 0�@
B' 1 7118"ALUM ASCEND SCREWED TOETAHI19 P-3028 ER WITH
21 5-2006 REINF SASH SIDERAII ALUM ASCEND � OUTERFRAME
22 S-2007 REINF BOTTOM RAIL ALUM ASCEND
23 S-2098 REINF FMR ALUM ASCEND PVC SIDE RAIL-H-6132 PVC SASH BTM RAIL-H-6136 PVC SASH TOP RAIL-H-6138
24 S-2009 REINF TOP RAIL ALUM ASCEND PVC SASH FMR_H-6137 -
25 S-2011 REINF EXTERNAL ALUM ASCEND
26 P-5388 LOCKS NYLON LAWRENCE
27 P-5389 KEEPERS NYLON LAWRENCE 9
28 P-4779 WEEP COVER NYLON M&M 5116" B .074" r/4 �4� 0 13/16"�{ 21
1 318"
29 P-5397 FMR ENDCAP NYLON M&M 050„ � � 10 �—
30 P-5400 COVER FMR REINF. PVC TEAM PLASTICS 15116" 5/16" 082, _5118 •060" 13/18" 9/TB" .082"
31 HOTMELT SILICONE TRUSEAL PVC SASH STOP S-6138 11�— r
32 P-3305 WSTP.170 X 187 SOFTTOUCH FIN ULTRAFAB PVC GLAZING BEADS-6141 PVC SCREEN ADAPTORS-6143 ALUM IN ERLOCK_S-2001 ALUM REINF.SSR S-2006
33 P-5425 WSTP 100 X 5/8"X 5/8"DUST PLUG ULTRAFAB
34 P-5390 HOLE PLUG NYLON
35 GLASS SEE SHEET 3
36 P-4638 118 X 2-1/2 PHIL TRUSS tek STEEL FASTENAL
37 P-3218 SCREEN FRAME ALUM FLA SCREEN 13118" 16/16" 13116"-{ fig°
38 P-0754 SCREEN CORNER KEY NYLON FLA SCREEN —T 62" 082" 3 .062"
39 P-3228 SCREEN SPLINE DOPA 9!6" 9/8' 91 8" xiii
T
40 P-3029 SCREEN LIFTS SUMMIT T
41 P-3033 SCREENSPRINGS FLA SCREEN ALUM REINF.BTM RAIL S-2007 ALUM REINF.FMR-S-2008 ALUM REINF.TOP RAIL S-2009 ALUM REINF. EXTERNAL S-2011
LUCAS A.TURNER,FL P.E.58201
9/10/2014
.`'01S,PNOE.... �. J {?!!Ne Lucas
FLPFk5820P,F.
+�JGP✓� St��%p2��� WINDOIVS&DOORS 1239 Jabara Ave.
v; No 58201 ;114 1900 SW 44TH AVE. North Port,PL 34288
OCALA,FLORIDA 34474 Ph 9 -RO-57
ro i i tt: TITLE: EXTRUSIONS/B.O.M.-NON IMPACT
Z •: STATE OF .41 SERIES: DRAWN BY:
Z. •. DATE:
�. 610 ADE 8/9/2014
...........1 '��_��� MODEL: PVC SINGLE HUNG CALE: 1 @ DWG.NO.:CWS-935
tt��♦`♦IL-
REV.LETTER: sNEEr. 5 OF 8
INTERIOR
INTERIOR FINISH 1 1/4"MIN.EMBEDMENT FINISH BY
BY OTHERS (SEE NOTE 1) 13/8"MIN,EMBEDMENT OTHERS
r r r .• (SEE NOTE I)
INTERIORFINISH CONCRETEWASONRY
BY OTHERS BY OTHERS :'r•''•. 1/4"MAX.SHIM 1/4'MAX.SHIM ':'•"I•"'•
SEALANT BETWEEN BUCK ••�'•. SEE NOTE 1 SEE NOTE 1
AND OPENING BY OTHERS .A C ( ) ( ) 0.O
INSTALLATION ANCHOR,3/16"DIA. 1"MIN.EDGE DIST.
2 1/2"MIN EDGE DIST '•': MASONRY SCREW. 'A•A • O Q Q• (SEE NOTE 1)
(SEE NOTE 1) • • • � (SEE NOTE 1) a O•,• •p•A
CONCRETE/MASONRY ��D. D. .-
BY'OTHERS Sr o • • •p
p p rti• ', ei O• ,��INSTALLATION ANCHOR,
•' #10 WOOD SCREW W/
'•': 1 1/4"MIN EMBEDMENT •' ❑ WASHER
EXTERIOR FINISH �• (SEE NOTE 1) • C•4 p•A (SEE NOTE 1)
BY OTHERS1•MIN.EDGE DIST.A�A•' ••''
1 BY BUCK
BY OTHERS (SEE NOTE 1) 0 �.a � fl m .�,� 2 BY WOOD BUCK
Li
PERIMETER SEALANT BY OTHERS
1 � A •.a •Pt.••.� A
BY INSTALLER 1/4'MAX.SHIM f'' ar {fir'' z v
(SEE NOTE 1) 1 BY WOOD BUCK
SEALANT BETWEEN BUCK
SEALANT BEHIND BY OTHERS SEALANT BEHIND FLANGE D OPENING BY OTHERS
FLANGE BY INSTALLE BY INSTALLER
INSTALLATION ANCHOR,3116"DIA.
PERIMETER SEALANT ,EXTERIO INISH
MASONRY SCREW.
HORIZONTAL SECTION BY INSTALLER ^ BY OTHER
- FRA
(SEE NOTE 1) ME(MASONRY) EXTEBY OTHERS IOR FINISH rC-�HO�J `
FRA
�r�
Now
CONTI OUS DOUBLE 1/4"BEADS OF SEALANT
SEALANT BEHIND FLANGE AROUN PERIMETER AT ALL INDICATED
BY INSTALLER POINTS ETWEEN FRAME AND BUCK
BYINST LLER.
PERIMETER SEALANT 1/4"MAX.SHIM
BY INSTALLER OTE 1)
EXTERIOR FINISH o o
BY OTHERS a. °D• v D. g ° D°D° D
D. o D. o
SEALANT BEHIND CONTINUOUS DOUBLE 1/4"BEADS OF SEALANT
FLANGE BY AROUND PERIMETER AT ALL INDICATED p o p o p ° ° o• °D °• o D
INSTALLER POINTSB EEN FRAME AND BUCK D• ° .Do'D°D.6 D D D D D D D p p
BY INSTALLER. o D• ° p• b. o D• °•p°• °• ° 0 0
PERIMETER SEALANT D D °D• D °D•b D• ° ° NOTE:NO SILL ANCHORS
BY INSTALLER 1/4"MAX.SHIM
• o ° D D . oD REQUIRED.
nn I (SEE NOTE 1)
EXTERIOR FINISH •.•• CONCRETEfMASONRY
BY OTHERS ALTERNATE PRECAST SILL DETAIL -
j.,:. D`b •' BY OTHERS
SILL STOOL (I FRAME(MASONRY)
p, ••e,•D. n�D• BY OTHERS LUCAS A.TURNER,FL P.E.58201 r
D' •R�D•D' •p• p: ,D•y D: ,D•D. USE SOLID WOOD
o n �D.D� • .e•p D 9/10/2014
D. D D. •'�
'•D••••n�'D'"�•pD. •• A. :� '• ip•p SILL LEVELB RT TO MO OTHERS ,��'�pNOREw T�Pi, /IA� ��,�"�"AKE
Lucas A.Turner,P.E.
•���• 0.•D�• �p D•D O•p•D.•p••Di .• � y �CiENs"•Gir'''l %1:fGWVJz FL PF./158201
• . +JOr• F•••��(ti�. '>,!WINDOWS&DOORS 1239 Jahara Ave.
CO]CRETEIMASONRY •NOTE:NO SILL ANCHORS .�; No 58201 :-Pi% 1900 SW 44TH AVE. North Port,FL 34288
BY OTHERS * * OCALA,FLORIDA 34474 PI 941-380-1574
VERTICAL SECTION REQUIRED. TITLE:�J FRAME(MASONRY) ^v: ;¢: INSTALLATION DETAIL THRU FRAME-NON IMPACT
9:, STATE OF �� SERIES: BRAWN BY; GATE: 81912014
:�0�.•o P, Al 610 ADE
OTE 1:FOR CLARIFICATION OrL OWABLE ANCHOR TYPES,EMBED NTS, �i,Fs•C 0 R 1�.•��`�� %IODEL: PVC SINGLE HUNG.'CALF: NTS DNlG.NO.:`.WS-935
HE NOTES ON SHEET TRATE RESTRICTIONS REFER TO ���i,S�OPJA;� ��� EV.LETTER: SHEET: 601`8
OTE 1:FOR CLARIFICATION ON ALLOWABLE ANCHOR TYPES,EMBEDMENTS,
SHEATHING 1 1/2"MIN EMBEDMENT HIM GAPS,AND SUBSTRATE RESTRICTIONS REFER TO
BY OTHERS (SEE NOTE 1) HE NOTES ON SHEET 2.
2 BY WOOD BUCK
EXTERIOR FINISHBY OTHERS
BY OTHERS
ooh,
INSTALLATION ANCHOR,
SEALANT BEHIND FIN °•o o. #10 WOOD SCREW WITH INTEGRATED
BY INSTALLER •8+• WASHER
o, o (SEE NOTE 1)
PERIMETER SEALANT
BY INSTALLER ]/Z MIN.EDGE DIST.
°p,q (SEE NOTE 1)
L"1
WINDOW WRAP -
BY INSTALLER 1/4"MAX.SHIM
(SEE NOTE 1) 2 BY WOOD BUCK -►{ 1/4"MAX.SHIM
(SE
BY OTHERS (SEE NOTE 1)
INSTALLATION ANCHOR,
#10 WOOD SCREW W/INTEGRATED JM MIN.EDGE DIST.
WASHER(SEE NOTE 1) (SEE NOTE 1)
O
LUZ
MIN.EMBEDMENT
(SEE NOTE 1)
SHEATHING
BY OTHERS d•4•d• -
' °� b•,�b,�•fl
d •Q oo'• d:
EXTERIOR FINISH
BY OTHERS
SEALANT BEHIND FIN WINDOW WRAP
BY INSTALLER BY INSTALLER
PERIMETER SEALANT
SEALANT BEHIND FIN 1/4"MAX.SHIM BY INSTALLER
BY INSTALLER (SEE NOTE 1)
�HORIZONTAL SECTION
FIN(WOOD)
WINDOW WRAP
BYINSTALLER
o6�g 1/2"_MIN.EDGE DIST.
•q� (SEE NOTE 1)
PERIMETER SEALANT
BY INSTALLER o.06 2 BY WOOD BUCK �✓�
o. BY OTHERS LUCAS A.TURNER,FL P.E.58201
0/2014
lsgll
BYTO HIOR ERS FINISH o: INSTALLATION
0 WOOD(SCREW W/INTEGRATED ,,�o% ',tyORE W rT iLucas At Turner,P.E.
WASHER �.�per'•'�0 E NS'•GQ��� II(r%/J`?���GWVY� FL PE#58201
(SEE NOTE 1) `�J6�•�. F•••,2��� L�:��W¢9D01Y5&DOORS 1239 Jabam Ave.
No 58201 :1J y 1900 SW 44TH AVE. North Port,FL 34288
SHEATHING
BY OTHERS 1 1/2"MIN EMBEDMENT .* S* OCALA,FLORIDA 34474 Ph 941-380-1574
(SEE NOTE 1) 3 0: * 2C TITLE: INSTALLATION DETAIL WOOD CONST.-NON IMPACT
Z 9', STATE OFSERIES: DRAWN BY: ATE:
/�VERTICALSECTION �D,ri•,p p;'=��� 610 ADE 8/9/2014
7 FIN(WOOD) �i��lCsS'��O....���O``q� oDEL: PVC SINGLE HUNG EVLLETTER:TS DHEET'O 7 OF 835
1/8"MAX,SHIM
(SE I
(SEE NOTE 1)
INSTALLATION ANCHOR,
1/8'ALUMINUM OR 1/8"ALUMINUM OR #10 SCREW,FULL THREAD
1/16"STEEL MIN.REQUIRED1N6"STEEL MIN.REQUIRED ENGAGEMENT REQUIRED.
(SEE NOTE 1) (SEE NOTE 1) (SEE NOTE 1)
PERIMETER SEALANT
BYINSTALLER B 1/8"MAX.SHIM
r(SEE NOTE 1)
SEALANT BEHIND FLANGE Q
BYINSTALLER
INSTALLATION ANCHOR,
#10 SCREW,FULL THREAD
ENGAGEMENT REQUIRED, n
D (SEE NOTE 1)
PERIMETER SEALANT KI
BYINSTALLER
SEALANT BEHIND FLANGE
BYINSTALLER
H HORIZONTAL SECTION
e
CONTINUOUS DOUBLE 1/4'BEADS OF SEALANT
AROUND PERIMETER AT ALL INDICATED
POINTS BETWEEN FRAME AND BUCK
BYINSTALLER,
SEALANT BEHIND FLANGE 118"MAX.SHIM
BYINSTALLER
pnri (SEE NOTE 1)
PERIMETER SEALANT
BYINSTALLER
1/8'ALUMINUM OR
LUCAS A.TURNER,FL P.E.68201
1/16"STEEL MIN.REQUIRED
(SEE NOTE 10,BHT 2) %*P-,v j111rrW fe 9/.Turner,
`,%% Pp10RE.. pLucas A.Turner,P.E.
G VERTICAL SECTION `��GpS.y�C E N 3 Gp�'��� FL PE#58201
WINDOWS&DOORS 1239)abara Ave.
No 58201 •;1� 1900 SW 44TH AVE, North Port,FL 34288
* * i* OCALA,FLORIDA 34474 h 94 -380-5
a; TITLE INSTALLATION DETAIL THRU METAL-NON IMPACT
i!f STATE OF /✓lw SERIES: RAWN BY: DATE:
%O�.••,� P;=�u,. 610 ADE 8/9/2014
OTE 1:FOR CLARIFICATION ON ALLOWABLE ANCHOR TYPES,EMBEDMENTS, �iiFS• Q R 1 D•�G``�� UODEL: PVC SINGLE HUNG SCALE: DWG.NO.:CWS-935
H NOTEHIM S ON SHEET AND SUBSTRATE RESTRICTIONS REFER TO ����5/0tI A1.� � EV.LETTER; SHEET:
�+urmu` 8 OF 8
3" MULL BAR ELEVATIONS - 4mP� MULL BAR INSTALLATION REQUIREMENTS:
SHOWN W/DIFFERENT OPTIONS 1,THE PRODUCT SHOWN HEFIE114IS DESIGNED AND MA14UFACTURED TO COMPLY WITFr'THE
FLORIDA BUILDING CODE,CURRENT EDITION.
2.CONFIGURATIONS SHOWN:(SEE SHTS 2-3)
1.VERTICAL
2.HORIZONTAL
3.ALL MULLION EXTRUSIONS ARE 6063-T6 ALUMINUM.
4.SEE MULLION CHARTS FOR MAXIMUM DESIGN PRESSURES,LENGTH AND ANCHOR
SCHEDULE.(SHEETS 2.3)
5.CONTRACTOR IS RESPONSIBLE FOR MAINTAINING STRUCTURAL INTEGRITY OF WINDOW
0, a `I OPENING AND ALL WOOD FRAMING AROUND WINDOW.
® r/ 6.RESPONSIBILITY OF SELECTING FENESTRATION PRODUCTS TO MEET ANY APPLICABLE
LOCAL LAWS,BUILDING CODES,ORDINANCES OR OTHER SAFTEY REQUIREMENTS RESTS
�CLIPHOR SOLELY WITH THE ARCHITECT,ENGINEER OF RECORD,BUILDING OWNER OR CONTRACTOR.
7.APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE
ANCIiOR
ANCHOR 'ElASDEBRIS REGIONS.
CLIP
CLIP -' -- -- -- 8,DESIGN PRESSURES AND INSTALLATION DETAILS SHOWN IN THIS DOCUME14T APPLY ONLY
TO THE MULLION.WINDOWS MUST BE APPROVED UNDER SEPARATE APPROVAL.
I I )� _
® } I 9.DESIGN PRESSURE OF MULLED UNITS SHALL BE CONTROLLED BY THE LESSER DESIGN
I PRESSURE OF THE MULLION OR THE INDIVIDUAL WINDOW UNIT.
10.1x OR 2x WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO
PROPERLY TRANSFER ALL LOADS TO STRUCTURE.BUCK AND FRAMING IS RESPONSIBILITY
OF ARCHITECT OR ENGINEER OF RECORD.
1. SHOWN IN THIS
x SINGLE UNITS TO BSINE UNITS TE MULLEDLED TOGETHER MUST BE MANU AARE NOT LIMITED TO THOCTURED BY CUSTOM W NIDOW
SYSTEMS,INC.AND MUST BE MADE OUT OF VINYL PVC.
12.HORIZONTAL MULLION SHALL EXTEND THE ENTIRE WIDTH OF THE MULLED UNIT.VERTICAL
MULLION IS USED TO MULL SIDE BY SIDE UNITS TOGETHER.
ANCHOR
EXAMPLE HORIZONTAL MULLION CLIP I �8 13.VERTICAL MULLED UNITS MAY BE MULLED INDEFINITELY AS LONG AS THE SINGLE UNIT
WIDTH AND HEIGHT ARE NOT EXCEEDED,AND MULLIONS ARE ANCHORED AS SHOWN HERE
FOR PVC WINDOWS FOR SECTION VIEWS ONLY EXAMPLE VERTICAL MULLION IN,
FOR PVC WINDOWS FOR SECTION VIEWS ONLY
14.THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.
WINDLOAD DURATION FACTOR Cd;1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS.
15.REFERENCE TEST REPORTS:
NCTL 210-3422-1,-1A,-2,-2A.-3,-3A,-4,-4A
NCTL 210-3427-1,-1A,-2,-2A,-3,-3A.-4,-4A
LUCAS A.TURNER,FL P.E.58201 A UPDATED PER 2010 FBC�--mow - � 11/15/2017
"Rolf I f if#%, ....,,,.. �....�.........,.................�.
"��,5',p,%0REVv iti
y%JG: �' F�•L;Z�y :. ...x-51 INDOWs&DOORS
v. No 58201 ;P% 1900 SW 44TH AVE.
TABLE OF CONTEIJTR +a * *: OCALA,FLORIDA 34474
Lucas A.Turner,P.E. 2012-02-06 12:69-05:00 ^ o. :rTi-fit-- — - - - --•---- -- --
GENERAL NOTES&ELEVATI0145...........1 :a: GENERAL NOTES&ELEVATION-3-MULLBAR
r —
ANCHOR SCHEDULE.................................2,3 X ,• F tA'iE OF :�,�� PVC MULL BAR urinv.l:eY: R.S. 12/2!2011
EXTRUSIONSTIO.M..............................:1,5 THE INFDRlMT1DHCONTIJNEDpINTHI50RA411GARY MID pI5TH[SpLEPROPERNFIDENTIAL /TYOF�CUSTOM '�ia�s'�Og1QPGN$�, ;UU- '"-"`—•'"""`�""���;-. '-------,�,1u.>R).
MULL BAR SECTION VIEWS.....................G,7 WltlUplYSY57C•lAS,INC,AFIYREPRODUCTIONINPARTORASA44HOLEWITHOU7THE �nI�3/0�4AL E't! �, 3"ALUM.MULL NTS CWS-430
INSTALLATION DETAILS...........................8,9
�A�`W� - rr�� WRn'TBN PERMISSION or CUSTOM WItlDOW SYSTEMS,INC.15 PROHIBITED. f/fffa��f�fttT� `l-'J.Liz TE. �St'F'--