HomeMy WebLinkAboutEngineering SINGLE HUNG ELEVATION(LARGE MISSILE IMPACT) PVC IMPACT REQUIREMENT:
1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA
BUILDING CODE,CURRENT EDITION
OVERALL FLANGE WIDTH 2.GLAZING OPTIONS:(SEE SHEET 3)
531!8'MAX.UNIT WIDTH 3.CONFIGURATIONS:"OX'.
4.DESIGN PRESSURE RATING: If
3Z-1L4= -NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300.
GLASS DLO OVERALL FLANGE WIDTH -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER
,I,— E)I INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E 1300.
5.ANCHORAGE:THE 33113%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS
MAX UNIT WIDTH .I
PRODUCT. SEE SHEETS 7-8 FOR INSTALLATION DETAIL,WIND LOAD DURATION FACTOR Cd=1.6 WAS
USED FOR WOOD ANCHOR CALCULATIONS.
m-l-wir
77 i/4'
MAX.
GLASS DLO
OVERALL C 6.PRODUCT APPROVED FOR IMPACT RESISTANCE,THE IMPACT SWEEP LOCKS ARE INTENDED TO
7 BE LEFT UNLATCHED DURING NORMAL OPERATION OF THIS PRODUCT,BUT MUST BE ENGAGED
FLANGE HF ___T PRIOR TO EXPOSURE TO HURRICANE WINDS AND FLYING DEBRIS.
HEIGHT
i v 63114
B OVERALL*
GLASS FLANGE i 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT USED AT FIXED MEETING
OLD HEIGHT RAIL AND JAMB.
76" 1 0 CRSS 8.REFERENCE TEST REPORTS:NCTL-210-3668-1,-1A,-2,-2A,NCTL-210-3669-1,AA,-2.-2A
MAX. 62" OLD
UNIT I
MAX
------ UNIT 9.SERIES I MODEL DESIGNATION SH-8100.
HEIGHT
10,Ix OR 2x WOOD BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY
I.-
z�4 TRANSFER ALL LOADS TO STRUCTURE.BUCK AND FRAMING IS RESPONSIBILITY OF ARCHITECT OR
37 5116:' 1ENGINEER OF RECORD,
MAX. 34.. 3Q5/1,6.",SASH GLASS MAX 1 11.THE DESIGNATION X AND OSTAND FOR THE FOLLOWING:X=OPERABLE SASH,0 FIXEDSASH
HEIGHT OLD, SASH zT"
FIGHT x GLASS DLO 12.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION.
13.SWEEP LOCKS INSTALLED ON WINDOWS OVER 37"X 62'
za.,
4"O.0 GLASS DLO
WEEPS(TYP) 7
S:u1lec
40 Mr. MAX SASH WIDTH
GLASS OLD
MAX.SASH WIDTH
1 DESIGN PRESSURE RATING1 DESIGN PRESSURE RATING1
167.5 1 +67.5/-75.0 8 UPDATED PER 201U FBC 111108/2011 TEF
LUCAS A.TURNER,FL.P.E.,68201 A UPDATED PER NEW FBC REQUIREMENTS 107107/2008
0%J14111018"1
E ORS
TABLE OF CONTENTS Z-4.1 No 58201 ;?1t 1900 SW 44TH AVE.
OCALA,FLORIDA 34474
GENERAL NOTES&ELEVATIONS........1 ""6ENERAL NOTES&E MISSILE IMPACT
ANCHOR SCHEDULE&NOTES.............2 Lucas A.Tumor,P.E. 2011-11-29 00:54-05:00 ' 7 VATIONS-LARG N
:Ccz )RAWN BY: ATE:
STATE or *40 SERIES: 8100 ADE
GLASS DETAIL................._................_3 0,0 A, 06/1012008
SECTION VIEWS...................................4-5 PROPRIETARY AND COWIDENTIAL MODEL: 'MALE:
EXTRUSIONS&B.O.M............................6 THE INFORMATION CONTAINED IN THIS DRAWING 15 THE SOLE PROPERTY OF CUSTOM ...... PVC SINGLE HUNG NTS -155
WINDOW SYSTEMS,INC.ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE �_.EET_
INSTALLATION DETAIL........................T8 WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS.INC.IS PROHIBITED. lilit'lotill 1OFS
T 15"O.C. ---INSTALLATION ANCHORS. INSTALLATION ANCHORS,-i
MAX(TYP) 1 MAX.(C' l SEE NOTE 2 SEE NOTE 2 i
4"MAX.(TYP), 8"MAX.00(TYP}
8" _ A r MIDSPAN-` ,' 6"MAX. I
MAX{TYP) -- -- .�...---....... _ __ 6" -i �I j 4"MAX.(TYP)-«{ �V
T-_..—.�...—� 4"MAX.(TYP) _ MAX(TYP} ,!`'-'jI
(( tT
4"MAX.{TYP)
1 14"D.C. i , (TYP) {_ . .,.
S"MAX.OC I (( j--''�--
MAX.(fYP) O (T'YP} ( O ! ! (TYP)L.�_ I f I I
_ MAXlo O.C." I 1
I) MAX O
fj: B3 I
r1 G O
( 14..
{ r 1t sz" 4
UNIT 8' I i8" I ( MAX (--tUNIT " L� x HEIGHT .�-__ I f F .___.L f i HEIGHT T I
.—
INSTALLATION
ANCHORS SEE
NOTE
ISa118 INSTALLATION MAX UNIT
WIDTH
ANCHORS,SEE NOTE 6
INSTALLATION '� - `
ANCl-IORL-AY.OUT:!FLANGE}_ �NCNOR LAYOUT-(FIN} ANCHOR LAYOUT-(FLANGE} ANCHOR LAYOUT-(FIN}
ANCHORS,SEE NOTE 4 _ - THRU FRAME(MASONRY) THRU FRAME(WOOD)
"'7HRU•FRA MASONR 11 THRU FRAME T ( » }
MM UNIT.SIZE:53-1/8 x 76 MAX UNIT SIZE:53.1/8 x 76 MAX UNIT SIZE:36 x 62 MAX UNlT SIZE:38 x 62
_(W/_SVMEEP>>-L 6a l (W/SWEEPLOCKS) DP-67.5/-75.0 DP*67.5/-75.0
NOTES:
DP±67;S� _ ��•'=1 -' DPa67.5
1.INSTALL ONEAT EACH LOCATION.SILL ANCHOR SPACING SAME AS HEAD.
2.SHIM AS REQ'D AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX.ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1116"IS PRESENT.
3.LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED,
4.3116"DIA.ELCO ULTRACON MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN,EMBEDMENT OF 1 114"INTO MASONRY THRU FRAME OR THRU 1 BY WOOD BUCK INTO MASONRY.A MINIMUM EDGE DISTANCE OF 2 112"SHALL BE ACHIEVED IN
ANY DIRECTION.
S.#10 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN.EMBEDMENT OF 1 318"INTO 2 BY WOOD BUCK.A MINIMUM EDGE DISTANCE OF 718"SHALL BE ACHIEVED IN ANY DIRECTION.
6.#8 WOOD SCREW ANCHORS MUST BE OF SUFFICENT LENGTH TO ACHIEVE A MIN,EMBEDMENT OF 1 112"INTO 2 BY WOOD BUCK FIN INSTALLATION.
A MINIMUM EDGE DISTANCE OF IK'SHALL BE ACHIEVED IN ANY DIRECTION. 13 1 UPDATED PER 2010 FBC 11/08/2011 TEF
7.ALL INSTALLATION ANCHORS MUST BE MADE OF OR COATED WITH A CORROSION RESISTANT MATERIAL.DISSIMILAR MATERIALS OR MATERIALS IN LUCAS A.TURNER,FL P.E.,58201 A UPDATED PER NEW FBG REQUIREMENTS 07/07/2008
CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTIONS.
tilitlitbt} �
8.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS ..* GREW+t+0,,t,
SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. `�A+t,.r E N,$F �Q Oki '"I �ND01V5!4 DOORS
9.INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: ,",J 1" "CA r+
A.WOOD-MINIMUM SPECIFIC GRAVITY OF G�-0.55(SOUTHERN PINE OR GREATER) �t� NO 58201 ;13-. 1900 SW 44TH AVE.
8.CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI. _ CALA,FLORIDA 34474
C.MASONRY-STRENGTH CONFORMANCE TO ASTM C-90,GRADE N,TYPE 1(OR GREATER). * * * NTLE:
`1 -D% ;cc ANCHOR SCHEDULE 8 NOTES-LARGE MISSILE IMPACT
10.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL 9E DONE BY OTHERS IN ACCORDANCE WITH THE ^°� %,'p S STATE OF .CDS ES: RAW Y: 'TE: OBt1012008
.O: �At. 8100 AOE
CURRENT VERSION OF THE FOLLOWING REFERENCE DOCUMENTS PROPRIETARYAND COWIDENTWL 11/28/11 r4`O"��C O P"=4",
FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM ��j�tr......R,'i,"'" (2+t� MODEL'PVC SINGLE HUNG ALE: NTS WG.NO.:GW�15S
FMAIWDMA 250{$DX WINDOWS),FMAfAAMAM+DMA 306(EXTERIOR DOORS). WINDOW
PERMISSION OF CUS OM WINDOW SYS7 MS,IINC.IIS PROHIBITED.WITHOUT r4t� NAi,E���` EV.LETTER:B HEET: 2 OF 8
SLIDING GLASS DOOR (LARGE MISSILE IMPACT) PVC IMPACT REQUIREMENT;
STANDARD 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH
THE FLORIDA BUILDING CODE,CURRENT EDITION,INCLUDING HVHZ.
2.GLAZING DETAIL:(SEE SHEET 3)
3.APPROVED CONFIGURATIONS:"XO","OX"
71 1/2" 4.DESIGN PRESSURES:
OVERALL WIDTH -NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM
E-1300.
-POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE,WATER INFILTRATION
C A TEST PRESSURE,AND GLASS TABLES ASTM E-1300.
7 6
_ 5.ANCHORAGE:THE 331/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN
OF THIS PRODUCT.SEE SHEETS 6-7 FOR INSTALLATION DETAIL.WIND LOAD
DURATION FACTOR Cd-1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS.
791/2" B 6 .PRODUCTS APPROVED FOR IMPACT RESISTANCE.SHUTTERS ARE NOT REQUIRED.
OVERALL
HEIGHT p_ 7.ALL FRAMES ARE PROCESSED AND SCREWED TOGETHER.VENTS FULLY WELDED.
7
S.REFERENCE TEST REPORTS:NCTL-210-3505.1,1A,NCTL-210.3506.1,-1A
9.SERIES/MODEL DESIGNATION:SGD-8900.
10.1x OR 2x WOOD BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED TO
LOADSPROPERLY TRANSFER ALL STRUCTURE,
Z O RESPONSIBI ITY OF ARCHITECTOR ENGINEROF RECORD.
' FRAMING IS
PANEL
HEIGHT 11.THE DESIGNATION X AND O STAND FOR THE FOLLOWING:X=OPERABLE SASH,
G� O=FIXED SASH.
12.SECTION CALLOUTS APPLY TO ALL CONFIGURATIONS.
13.EXTERNAL WEEP SLOT=1/4 x 1"LOCATED 4"FROM BOTH ENDS.
691LSL
GLASS
DLO
GLASS DLO
36.5(8°
PANEL WIDTH
ESIGN PRESSURE RATIN LUCAS A.TURNER,FL P.E.58201 A UPDATED PER 2010 FBC 111114/2011
+l-60 ,,��"'S11611118", oil::?
v t• No 58201 •:�9 1900 SW 44TH AVE.
TABLE OF CONTENTS * OCALA,FLORIDA 34474
GENERAL NOTES&ELEVATIONS....1 *
TITLE:
ANCHOR SCHEDULE&NOTES.„......2 Lucas A.Tumer,P.E. 2011-12-14 10:50-05:00 :'�' :a� GENERAL NOTES&ELEVATION-LARGE MISSILE IMPACT
�x rr7a: &TATE OF •�:
ANOP CHOR
RSC SCHEDULE
DETAIL ES.........2PROPRIETARY AND CONFIDENTIAL rrQ 1[u� EMES: RA BY; ATE: 07/21/2008
,��F 8900 -CAADE
CW
SEXTRUSIONS&VIEWS
....................S WINDOW SYSTEMS.
STE .INC.ANYR WO COO SYSTEMS,TR AWHOLE WITHOUTHE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF TTHE '�TOM ��'4%'SiOP1A4Ea4��;+ ooEl:SGD EVLLETTER:A H ET:O.: 1 OF7 92
INSTALLATION DETAILS......_.........s 7
Y
12 7/6'MAX(TVP)
6-MAX.(NP) -T
A SEE NOTE 2
i - I 4'
6"MAX.((TYP)
T
I
153/4"MAX.(TYP)
L_ I
INSTALLATION
O ANCHORS(TYP)
X
I
J� B B
A
V--ANCHORrI.AYL7UT"-
,Z:Z:THRU:FRAME(MASONRY ORVWO D)
NOTES:
1.INSTALL TWO ANCHORS AT EACH LOCATION. SILL ANCHOR LOCATIONS SAME AS HEAD.
2.SHIM AS REO'D AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX.ALLOWABLE SHIM STACK TO BE 1/4". 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.
4.3116"DIA.ITW TAPCONS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN.EMBEDMENT OF 1 1/4"INTO MASONRYTHRU FRAME OR THRU 1 BY WOOD BUCK INTO MASONRY. A MINIMUM EDGE DISTANCE OF 1 1/8"SHALL BE ACHIEVED IN ANY
DIRECTION. A MINIMUM CENTER-TO-CENTER DISTANCE OF 2 7/16"SHALL BE ACHIEVED BETWEEN ALL TAPCONS. FIXED PANEL CLIP ANCHORS MUST BE AT LEAST 3'FROM INSTALLATION ANCHORS.
5.#10 DIA.WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN.EMBEDMENT OF 1 3/8"INTO 2 BY WOOD BUCK OR FRAMING.A MINIMUM EDGE DISTANCE OF 7/8"SHALL BE ACHIEVED IN ANY DIRECTION. FIXED PANEL CLIP
ANCHORS MUST BE AT LEAST 3"FROM INSTALLATION ANCHORS.
6.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. LUCAS A.TURNER,FL P.E.58201 A UPDATED,,P,�ER 2,�.0.10 FBC 11/14/2011
7.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL 0"ptuiill" `?4�
NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. ,,�o O EEW TN ri
B.INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: �►GP••�� SF.�Z ri WINDOWS&DOORS
A.WOOD-MINIMUM SPECIFIC GRAVITY OF G=0.55(SOUTHERN PINE OR GREATER) v No 58201 .� 1900 SW 44TH AVE.
B.CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI. * OCALA,FLORIDA 34474
C.MASONRY-STRENGTH CONFORMANCE TO ASTM C-90,GRADE N,TYPE 1(OR GREATER). a: kTITLE:
9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE �Z :'A' STATE OF ,tu: ANCHOR SCHEDULE&NOTES LARGE NIBBLE IMPACT
/11 X05• •�Q SERIES: RAW SY: ATE` 07/21/2008
OF INffALLATION SHALL BE DONE BY OTHERS IN VERSION FTHEFOLLOWINGREFER REFERENCE ODANCEWRHTHECURRENT THEWFORMATIONCONTAINEDINTHI DRAWINOSTHE�OLEPROPERTYO�CUSTCM rrrriFS�'�QR��P_`�\O` ODE.8900 GALE, ADE WO.N0.:CWS-292
FMA/AAMA100(FINWINDOWS).FMA/AAMA200(FLANGE WINDOWS), WWINDOW RITTEN PERMISSION DUCTIOSINPART
ORAS HOLE WITHOUT THE r�I��S�ONq;rG;,`��� SGD EV.LE T R: HEET: 2OF7
FMA/WDMA 250(BOX WINDOWS),FMA/AAMANVDMA 300(EXTERIOR DOORS). q