HomeMy WebLinkAboutPLANSNumber Of AMnorS Design Design
Window. Window Across Across Pressure Pressure
Width Height Head ✓i; Sill Jambs NBA. Pos.
24.000
24.000
24.000
24.000
24.000
36.000
48.000
60.000
72.000
75.000
2
2
2
2
2
3
4
5
6
7
-70.00
-7MOD
-70.00
-70.00
-70.00
+70.00
+70.00
+70.00
+70.00
+70.00
36.000
36.000
3
3
-70.00
+70.00
36.090
48.000
3
4
-70.00
+70.00
36.000
60.000
3
6
.70.00
+70.00
36.000
72.000
3
6
-70.00
+70.00
36.000
75.000
3
7
-70.00
+70.00
52.000
36.000
4
3
-70.00
+70.00
52.000
48.000
4
4
-70.00
+70.00
52.000
60.000
4
5
-70.00
+70.00
52.000
72.000
4
6
-70.00
+70.00
52.000
75.000
4
7
40.00
+70.00
ANCHOR DETAILS
SCq
St y�FO
e
. 44cie CoUnry
NOTES: III
(1) THIS PRODUCT IS DESIGNED TO COMPLY WITH THE FLORIDA BUILDING CODE 6TH EDITION (20
(2) SHIM AS REO'D AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING
SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER
THAN 1/16" IS PRESENT. III
(3) WINDOW MATERIAL : PVC.
(4) 3/16" DIA CONCRETE SIREN ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A
MIN. EMBEDMENT OF 1 1/4" INTO CONCRETE OR MASONRY FOR {11 X WOOD BUCK OR A MIN.
EMBEDMENT OF 1 1/4"INTO SOLID WOOD FOR 2 X BUCK OR WOOD FRAMED OPENINGS
(GREATER THAN 1 3/8" THICK). I'i
(5) ALL FACTORY APPLIED HOLES IN FRAME MEMBERS NOT DESIGNATED FOR CONCRETE
SCREW ANCHORS SHOULD BE FILLED WITH 010 SCREWS OF SUFFICIENT LENGTH TO
ACHIEVE A MIN. EMBEDMENT OF 1-1/2" INTO WOOD BUCK.
(6) USE LATEX CAULK OR EQUIVALENT FOR PERIMETER SEAL AROUND EXTERIOR OF
WINDOW. I; l
(7) WHEN INSTALLING INTO STEEL OR ALUMINUM, #10 SMS MUSTI,NAVE SUFFICIENT LENGTH
SO THAT THERE IS FULL THREAD ENGAGEMENT THROUGH THE METAL.
(8) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART, USE THE NEXT SIZE LARGER
WINDOW FOR ANCHOR QUANTY. III
(9) GLASS COMPLIES WITH ASTM E-1300-04 GLASS CHART REQUIREMENTS.
INSULATED GLASS/LAMINATED: 1/8' ANNEALED X .090 PVB X 1/8" ANNEALED
7/16 AS X 1/8 ANNEALED 7/8 OAT. III
(10) ALL INSTALLATION ANCHORS MUST BE MADE OF A CORROSION I RESISTANT MATERIAL
OR COATING.
(11) NOT ALL CONFIGURATIONS LISTED ON ANCHOR CHART ARE SHOWN ON THIS
DRAWING. HOWEVER, INSTALLATION SECTION A -A & S-B APPLY TO !ALL CONFIGURATIONS.
APPLICATION
ANCHOR
EDGE GIST.
MIN.
EMBEDMENT
MAX. SHIM
SPACE
MASONRY W11 BY WOOD BUCK
3116" CONIC
2.5"
1.25"
0.25"
MASONRY W/2 BY WOOD BUCK
NIO WOOD
1.5"
CEO"
0.25"
MASONRY
3116"CONC
2.5"
1.25"
0.26"
METAL
912 SMS
0.75"
.045" (THICK)
0.2S"
NOTES ON ANCHOR CALCULATIONS:
(1) CALCULATIONS DERIVED FROM TESTED UNIT
DH-500 TEST REPORT # NCTL-110-14498-1,2,3,4, NAMI # N1010847.a�w�,�*k
(2) THE QUANTITY OF ANCHORS ARE FOR EACH SIDE, NOT TOTAL QUANTITY
'.
(3) MAX. SPACING AT HEAD CORNER IS 6".
4 MAX. SPACING AT JAMB CORNER IS 6".
5) MAX. SPACING ACROSS HEAD AND SILL IS 13-3/8".
6) MAX. SPACING ACROSS JAMBS IS 12-.
IMNDOWWDTH -� II
DOW CORN14 995 !
STRUCTURAL I
SILCONE SEALANT
.I I IIMPACT INSULATED GLASS
GLAZING DETAIL
WINDOW OH-500
i!j ME6HT WINDOW CRAFTSMEN, INC.
i 6031 CLARk CENTER AVE.
Digitally : i " ji n I SARASOTA!I,FLORIDA 34238
signed by 'l f Tam DH-500 IMPACT INSULATED
Mark A 5mitti. ---- _ i GLASS VINYL DOUBLE HUNG
"' - - WINDOW INSTALLATION INSTRUCTIONS FOR
Date: e - NOTES ANOANCHOR SPECIFICATIONS
2018.07.22 IERIOR,ELEVAT,ION ENO.EER�RKA. SiA R^vm er: MAS TE O:Y15"2
22:35:50 C F.B.C. 6TH ED. tOf1IO GI�1°�ECNIL 1. ue N.T.S.IWCI-,
-04�00 EV.IETIER ET
B F.B.C. STH ED. Hl1/15 FL REG. NO: SSSN R
III I C 1
MIN. EMBEDMENT
CONCRETE O HERS " I WINDOW WIDTH
OPENING By OTHERS UUU(BETWEENYAb0 Q IIL.—
BUCXANOOPENNG W
OTHERS MAX SKIM
4 SPACE
MIN. EDGE DISTANCE
CAULKBETAEEN INSTAlUT10N ANCNOA A '
2.500
WOOD BUCXAND
SCREW SCREW CONCRETE
OPENING BY 44d10R
OTHERS
IN. EMBEDMENT
1BY
WKRIM�ERMM
OTHERF4BSN_BY OTHER$PERIMETER
CAULK % P
.
BY OTHERS MPACE IM \
BY OThER3 SECTION A -A
SPACE
n
.o° G � •De D De.
D 4
OONCPIT
OPENNG BY OTHERS
SECTION B - 6
SPACE
WINDOW
HEIGHT
NOTES:
(1) THIS PRODUCT IS DESIGNED TO COMPLY WITH THE FLORIDA BUILDING CODE 6TH EDITION (201T).
(2) WINDOW MATERIAL: PVC.
(3) SHIM AS RED D AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHIMS. MAX
ALLOWABLE SHIM STACK TO BE 1/4'. USE SHIMS WHERE SPACE GREATER THAN 1/16' IS PRESENT,
(4) 3/16' DIA. CONCRETE SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN.
EMBEDMENT OF 1 1/4' INTO CONCRETE OR MASONRY FOR 1 X WOOD RUCK.
(5) FOR MAX. ALLOWABLE SPACING OF W16• CIA. CONCRETE SCREWS SEE SHEET 1
(6) CAULK BEHIND FLANGE WITH LATEX CAULK APPLICATION OF LATEX CAULK MUST COMPLY WITH
SEALANT MANUFACTURERS RECOMMENDATIONS.
(7) AN APPROVED MEMBRANE OR MATERIAL SHALL BE PLACED BETWEEN ALL DISSIMILAR METALS TO
CONTROL GALVANIC CORROSION.
(B) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART USE THE NEXT SIZE LARGER WINDOW FOR
ANCHOR OVANTY.
(9) ALL INSTALLATION ANCHORS MUST BE MADE OF A CORROSION RESISTANT MATERIAL OR COATING.
00) SEE SHEET 1 (GENERAL NOTES) FOR DESIGN PRESSURES (PER COMPARATIVE ANALYSIS) AND
ANCHOR QUANTITIES.
MIN EMBEDMENT
NOTE. NOOO BUCK NOT REQUIRED
IDOW
1 CLA
MA.:
dwxwE.ARK CIVIL
C'F.B.C. GTH ED. 10/2117 EL REG NO,
BF.B.C. STH ED.tiHI15 55511
D I
a MIN. EDGE
DISTANCE
P a D
°O--' WINDOW WIDTH _
B_ ,
"1
A
WINDOW
HEIGHT
I.
i,
A
, I
EXTERIOR ELEVATION
AFTSMEN, INC.
CENTER AVE.
FLORIDA 34238
CTINSULATED
. DOUBLE HUNG
TALLATION INSTRUCTIONS FOR
ITH 1 BY, WOOD BUCK
ITEH OMV.N By MAS WTP 01/31A2
E: NT.S OWG �yKI.VDN005
REV.LETIER NEET
C 2
SARASOTA. FL
I
I
OONOIIETEOq MASONRY- _ MIN. EMBEDMENT I
oPEMNc aYOTNERs 7 WINDOW WIDTH
CAWtB_RNEENNOOO 20
BVCKANOOPDIMOBY MAX. SHIM
OT1BLi C SPACE
e e e PISTALUTpN.WCHD0. < IMPACT
A P. e . e . IpAppDu a INSULATEDGLASS
P D• D
�O
Q O O
Z E -
IN. EMBEDMENT
A
4
PACEHIM R �,� SECTION A -A
PEBWETER4
BYOTHEIIS
EXTERMIW4 _
BY OTHERS
'O� P
e e
P • P .
p
OONORETE OR W V50RRy
O{£M!b 6YOTIffA$
pAOt NOTES:
"B13UlATEDO:w55 (p THIS PRODUCT IS DESIGNED TO COMPLY W9TH THE FLORIDA BUILDING CODE 6TN EDITION(2017).
(2) LA1NDOW MATERIAL :PVC.
(3) SHIM AS REDID AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHIMS, MAX.
ALLOWABLE SHIM STACK TO BE 114'. USE SHIMS WHERE SPACE GREATER THAN 1116' IS PRESENT.
(<) 010 MOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN.
WINDOW EMBEOMENTOFI IQ'INTO 2XW000 BUCK
HEIGHT (5) FOR MAX. ALLOWABLE SPACING OF 010 WOOD SCREWS SEE SHEET 1.
(6) CAULK BEHIND FLANGE WITH LATEX CAULK. APPLICATION OF LATEX CAULK MUST COMPLY MATH
SEALANT MANUFACTURERS RECOMMENDATIONS.
(7) AN APPROVED MEMBRANE OR MATERIAL SHALL BE PLACED BETWEEN ALL DISSIMILAR METALS TO
CONTROL GALVANIC CORROSION.
(6) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART, USE THE NEXT SIZE LARGER WINDOW FOR
ANCHOR QUANTY.
(9) ALL INSTALLATION ANCHORS MUST BE MADE OF A CORROSION RESISTANT MATERIAL OR COATING.
(10) SEE SHEET 1 (GENERAL NOTES) FOR DESIGN PRESSURES AND ANCHOR QUANTITIES
MAX SHIM
P \ (.MIN. EMBEDMENT
INDOW W DTH -^
B-
A
t.
WINDOW
. . ........
i
HEIGHT
1
B_.i
EXTERIOR ELEVATION
gSOP.WE SUIE .
D:F.B.D. 6TH EO. 10?fl] CML N.T.S. Ni.WCbypH005
B
BIF.B.C. STH ED. �itJ1%S R'REO. NO: 555/1 REV.IETiER:O HFET
3
PREPARED 9Y MARK SMITH. 3738 KINGSWOOO DRIP SARARDTA Fi vnn•w w�.aoi ee.n
WINDDW v✓IDm
CONCRETE OR MASONRY
OPENING BY OTHERS
4 • p
MiK EDGE DISTANCE
InsiAueTX)NauolD, 4 I'
2 —4
1N' qA CONCRETE
I
SCR 4 -
•
.
' ° ' °
D
� o D
e'er
Is
^.p D • ° D • D
—_ Op ® _I
A O
°• D•
IIr
a
4 p
D° I•
IN. EMBEDMENT 4 A 25W
.o. Pa D •
- MIN
IDISTANCEE
EXTERIOR NI
4
T
BY OTHERS
••.A.
PERIMETERCWLTE
BY OTHERS
.
MAX. SHIM
�:
ERIMEIENCAUIIt IMPACT I� o
q\
SPACE
INSIAATED CIASS
BY OTHERS I
YMHDOW FRAME
HEAD
\
\ E==ERERNSN SECTION A -A till
��Ir OTHERS (-i WINDOW WIDTH •;
NOTES:B-
HIPACT
wsuuTEDOU55
(1) THIS PRODUCT IS DESIGNED TO COMPLY WITH THE FLORIDA BUILDING CODE 6TH EDITION
(2OM
(2) WINDOW MATERIAL: PVC.
(3) SHIM AS REDID AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHIMS. MAX.
ALLOWABLE SHIM STACK TO BE 114'. USE SHIMS WHERE SPACE GREATER THAN 1116'IS PRESENT.
(4)3/16'DIA. CONCRETE SCREWANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. • ��
EMBEDMENT OF 1 V4' INTO CONCRETE OR MASONRY FOR 1 X WOOD BUCK A
(5) FOR MAX. ALLOWABLE SPACING OF 3716' DIA. CONCRETE SCREWS SEE SHEET 1. '-
I
(6) CAULK BEHIND FLANCEWITH LATEX CAULK APPLICATION OF LATEX CAULK MUST COMPLY WITH I,
SEALANT MANUFACTURERS
I
•
RECOMMENDATIONS. WINDOW
p) AN APPROVED MEMBRANE OR MATERIAL SHALL BE PLACED BETWEEN ALL DISSIMILAR METALS TO �• HEIGHT
HEINC.OF4
CONTROL GALVANIC CORROSION. it
.
i
(8) IF EXACT WINDOW SITE IS NOT LISTED IN ANCHOR CHART. USE THE NEXT SITE LARGER WINDOW FOR
ANCHOR OUANTY.
WnDDwFRAME
(9) ALL INSTALLATION ANCHORS MUST BE MADE OF A CORROSION RESISTANT MATERIAL OR COATING. j� A
SfLL
(10) SEE SHEETS 1 (GENERAL NOTES) FOR DESIGN PRESSURES AND ANCHOR QUANTITIES. :I
'FAVIETER CNILK
MAX. SHE
SPACE
IY OTHERS
XTERIOR RMSH-
Y OTHERS
EXTERIOR ELEVATION
e e
D ' D zsD
WINDOW CRAFTSMEN, INC.
o'
MIN . EMBEDMENT
6031 CLARk.CENTER
AVE.
SARASOTA;',FLORIDA 34238
' • ' °
*rtLE; DH•SOD IMf?ACT INSULATED
° 14SIA"DON MCHOR, 19• DM GLASS VINYL DOUBLE HUNG
CONCRETE SCREWANCHOR
CONCRETE OR MAEONNY SEE ANCHDB TABLES WINDOW INSTALLATION INSTRUCTIONS IN
OEEMNO BY OTHERS
MASONRY III,
EHGRIEER: MARK A. SMITH oRAtx+BY;MAS DATE. 01131/12
SECTION B - B
. DISCIPLINE: CAIE N.T.S. .w
C. F.B.C. 6TH ED. i10/D1T CIVIL �,��, H'CbpOH005
Fl REO
- NO: 1' REV_LETTER HEET
8 j F.S.O, 8TN E0. 55511i11
I t11/15 1 C 4
ALUMINUM FRAMING
PERMIOF.B.C.
PERMETER CAUI
BYOTHERS
SILL
PERMETERCALIM
BY OTHERS
ALUMINUM FMMIN
AS PER MID F B.C.
SECTION A -A
BY OTHERS W/NDOW WIDTH -
NPACT
WI LATED B-
cuss NOTES:
(1) THIS PRODUCT IS DESIGNED TO COMPLY WITH THE FLORIDA BUILDING CODE 6TH EDITION (2017). I is
(2)WINDOW MATERIAL: PVC. 1 1
(3) SHIM AS REO'D AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHIMS. MAX.
ALLOWABLE SHIM STACK 70 BE 114'. USE SHIMS WHERE SPACE GREATER THAN 111W IS PRESENT, I
(4) INSTALLATION ANCHORS, 1112 TEK SCREWS MUST BE SPACED 5' MAX FROM CORNERS WINDOW
WINDOW WITH SUFFICIENT LENGTH TO HAVE FULL THREAD ENGAGEMENT THROUGH FULL STEEL THICKNESS MIN.063' :lr- ---- I i HEIGHT
HEIGHT (5) CAULK BEHIND FLANGE WITH LATEX CAULK. SEAL ALL MAINFRAME CORNER SEAMS BEFORE INSTALLING FRAME,
APPLICATION OF LATEX CAULK MUST COMPLY W1TH SEALANT MANUFACTURERS RECOMMENDATIONS.
(6) AN APPROVED MEMBRANE OR MATERIAL SHALL BE PLACED BETWEEN ALL DISSIMILAR METALS TO -
CONTROLGALVANICCORROSION. (7) POSITIVE D.P. IS LIMITED BY WATER PRESSURE, NEGATIVE D.P. IS LIMITED BY 1.5 TIMES TESTED D.P. A;I
MAX SHIM (B) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART, USE THE NEXT SIZE LARGER WINDOW FOR
SPACE ANCHOR OUANTY.
r (B) ALL INSTALLATION ANCHORS MUST BE MADE OF A CORROSION RESISTANT MATERIAL OR COATING. ...... - --- -)-
(10) SEE SHEET 1 (GENERAL NOTES) FOR DESIGN PRESSURES AND ANCHORE QUANTITIES
EXTERIOR ELEVATION
011 TEK SCREW INSTALLATION ANCHOR
ALUMINUN iPAMVKi BY OMERS
VELA M10FBL
SECTION B - B C. . F.B.C. 6TH ED 110/2/17
8 F.B.C. STH ED. 110116
PH IMI-ox0a:0
NOTES:
I. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH
REOUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING THE HVHZ.
2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY
TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE
RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD.
3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL,
4. WHERE SHIM OR BUCI THICKNESS IS LESS THAN I-1/2" W114DOW UNITS MUST BE
ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED
INSTALLATION INSTRUCTIONS, ANCHORS SHALL RE SECURELY FASTENED DIRECTLY INTO
MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL.
5. WHERE WOOD BUCK TInCKNESS IS 1-1/2" OR GREATER. BUCK SHALL BE SECURELY
FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE WINDOW UNITS MAY
BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCI IN ACCORDANCE WITH
MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS.
6. WHERE 1X BUCK IS N01 USED DISSIMILAR MATERIALS MUSI BE SEPARATED WITH APPROVED
COATING OR MEMBRANE, SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF
THE ARCHITECT OR ENGINEER OF RECORD.
7. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS
PROVIDED.
8. FOR FIN INSTALLATION SHIM .AS NEEDED. FOR FRAME INSTALLATION SHIM AS REQUIRED AT
EACH ANCHOR LOCATION WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/18' OR
GREATER OCCURS. MA..IMUM ALLOWABLE SHIM STACK TO BE 1/4".
9. SHIMS SHALL BE LOCATED. APPLIED AND MADE FROM MATERIALS AND THICKNESS CAPABLE
OF SUSTAINING APPLICABLE LOADS.
10. WIND LOAD DURATION FACTOR Ce=1,6 WAS USED FOR WOOD ANCHOR CALCULATIONS.
1'_ FRAME MATERIAL: EXTRUDED RIGID PVC.
12. UNITS MUST BE GLAZED PI AST1.1 E1300-04/09, SEC SI11.1.1 2 FOR GLASS DETAILS.
13. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REOUIREp FOR THIS PRODUCT IN WIND
BORNE DEBRIS REGIONS.
14. FOR ANCHORING THROUGH FIN INTO WOOD FRAMING OR 2X BUCI\ USE p10 WOOD SCREWS
WITH SUFFICIENT LENGTH TO ACHIEVE A 1 t/4" MINIMUM EMBEDMENT INTO SUBSTRATE,
LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
OF CONTCNIS
DESCR:P?ION
lip �G.uaxz
ocSC.;jToN wle
i:.
REVISED PER NEW REOVIREMENi6 1 01/18/16 1 R.L.
15, FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2> BUCK USE Q12 WOOD
SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM EMBEDMENT INTO
SUBSTRATE, LOCATE ANCHORS AS SHOWN IN ELEVATIONS ANOI INSTALLATION DETAILS.
16. FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE FUSE 1/4" TAPCONS WITH
SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2
1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND
INSTALLATION DETAILS. I
17. FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE #12 SMS OR SELF
DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 TI✓READS MINIMUM BEYOND
STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN 1ELEVATIONS AND INSTALLATION
DETAILS.
18. ALL FASTENERS TO BE CORROSION RESISTANT.
19. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR
MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS I HALL NOT BE USED IN
SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW:
A. W000: MINIMUM SPECIFIC GRAVITY OF G=0.42 �1I
B. CONCRETE: MINIMUM COMPRESSIVE STRENGTH OF 2.000 PSI.
C. MASONRY: HOLLOW/FILLED BLOCK PER ASTM C90 WITH CA=2.000PSI MINIMUM.
D. METAL STRUCTURE: STEEL 16GA (048") FT=33KSI/FU=52451 OR
ALUMINUM 6063-T5 FU=30KSI 1/8" THICK MINIMUM
20. APPROVED CONFIGURATIONS: OX AND XO. I!I
SIGNED: 01/18?018
623/620 SLIDING GLASS DOOR zz uyFg46
96" X 96" IMPACT - HVHZ — (X((t�]+Kn
NOTES p'"• TATE OF
owG NO
I NOTES G.R. 08-03063 1 A
2 ELEVATIONS scat NTS oan 02/21/17 s"IR11j OF 7 Y
3 - 6 1 INSTALLATION DETAILS L.ROBERTOLOMABP.E. III
Luis R. Lomas P.E.
FL No.: 62514
96- MAX FRAME WIDTH
6- MAX 12" MAX 6" MAX
O.C.
6" MAX
14" MAX
O.C.
96- r— 96"
MAX MAX
FRAME lJ x FRAME
HEIGHT a HEIGHT
1_
F IAAX
6231620 IMPACT PATIO DOOR
EXTERIOR VIM
FRAME INSTALLATON
DESIGN PRESSURE RATING
IMPACTRATING
t65.OPSF
LARGE AND SMALL
MISSILEIMPACT
MISSILE LEVEL D, WINDZONE 4 AND HVHZ
WRHSILL EXTENDER
NOTES:
I. MAXIMUM PANEL SIZE: 46 1/2" X 93 1/2"
_. MAXIMUM D.L 0.: 40 3/4" X 85"
Iai[HgTrINiY@I�:Igg9q:ZliZtc`G/tl:EP: HfI.11q:Ib1:P/dP,:l1:T_TH[
ORCEMENT(103001501ATPANELSTLES
REINFORCEMENT AT INTERLOCK STILES
RE.Slo.s
MEV DESCMPDpry D.tE .PPNDVED
A REVISED PER NEW REOUIREMENTS Ot/18/1B R.L.
96" MAX FRAME WIDTH
6" MAX I— I�} 12" MA% 6" MAX
O.C.
6" MAX
L
14" MAX
O.C.
1
1
6" MAY
YII�
6231620 IMPACT PATIO DOOR
EXTERIOR VIEW
FIN INSTALLATION
DESIGN PRESSURE RATING
IMPACTRATING
+60.01-65.0PSF
LARGEANDSMALL
MISSILE IMPACT
MISSILE LEVEL D, WIND ZONE 4 AND HVHZ
WITHSTANDARD SILL
III 3/16" ANN0 .09SC BY v.URARAY
3/I6" T MP 3/16" AIVII
11 �- OUANE% DURASEAL
OR CARDINAL XL
EXTERIOR / EDGE SPACER
NTERIOR
BLOCK! _I_
(3C096) h 1/2- BITE
BY
623/620 SLIDING GLASS DOOR
96" X 9ELE ELEVATIONS NIIHZ 1
C.R. OR-03043 A
scut NTS °i�E 02/21 /17 SlUT R OF 7
L. ROBERTO LOMAS P.E.
14MWOODFORORDLEWSVILLE NCIIMi
SI KAFLEX 552
SEALANT
SIGNED: O7/18/2018
Nlil
Luis R. Lomas P.E.
FL NO.: 62514
WOOD FRAMING
OR 2X BUCK
BY OTHERS
BACKER ROD
& APPROVED
SEALANT
EXTERIOR
BACKER ROD
& APPROVED
SEALANT
WOOD FRAMING
OR 2X BUCK
BY OTHERS
9/16 MIN.
III ac... rvs
DISTANCE
xr ol:Scm'
I wrz
A REVISED PER NEw
REQUIREMENTS 01/I8/18
R.L.
1 3/8" MIN.
EMBEDMENT
1
OEDGE
1/4.MAX1
3/eMIN.
I/4" MAX.SHIM
EMBEDMENT
SHIM SPACE
SPACE
9/16" MIN.
❑�EDGE112
WOOD SCREW
DISTANCE
I
INTERIOR
��
'J
INTERIOR
DOD SCREW
MAX.
PACE
MIN.
"ENT
MIN.
cuuc u6TANCE
VERTICAL CROSS SECTION
WOOD FRAMING OR 2X BUCK INSTALLATION
R12 WOOD
SCREW,
WOOD FRAMING
OR 2X BUCK
BY OTHERS
BACKER ROD
Al APPROVED
SEALANT
EXTERIOR
NOTES:
L INTERIORAND EXTERIOR FINISHES, BYOTHERS.
NOTSHOWNFORCLARITY.
2. PERIMETER ANDJOINTSEALANTBYOTHERS TORE
DESIGNED IN ACCORDANCE WITH ASTM E2112
I 623/620 SLIDING GLASS DOOR
96" X 96" IMPACT — HVHZ
INSTALLATION DETAILSI
pN4WN:I )': `N. 1111 1 JE
'G. R. I 08-03043 A'
�'7F NTS -1 02/21/17 s"'E13' OF 7
®®
VI
SIGNED: 0111812018
Luis R. Lomas P.E.
FL No.: 62514
METAL
STRUCTURE
BY OTHERS
APPROVED
SEALANT
EXTERIOR
DAI
7/8- MIN
EDGE DISTANCE
1/4" MAX.
SHIM SPACE
,y12 SMS OR
SELF DRILLING
SCREW
2 SMS OR
LF DRILLING
REW
1/4" MAX.
SHIM SPACE
_ 7/8" MIIJ.
— EDGE DISTANCE
VERTICAL CROSS SECTION
METAL STRUCTURE INSTALLATION
III acns�o�s
REVISED PER NEW REQUIREMENTS 01/I8/18 1 R.L.
1/4" MAX.
SHIM SPACE
7/8 MIN.
- 0— I
EDGE o
DISTANCE I INTERIOR
Bs�D
�I O
❑ �❑ P ❑� ❑
SELF DRILLING I O �'
SCREWS 7BACNER
METAL � EXTERIORSTRUCTURE
BY OTHERS ROD
& APPROVED
SEALANT JAMB INSTALLATION,DETAIL
NOTES:
1. INTERIOR AND EXTERIOR FINISHES, BYOTHERS,
NOTSHOWNFORCLARITY.
2. PERIMETERANDJOINTSEALANTBYOTHERSTOBE
DESIGNED INACCORDANCE WITHASTM E2112
.an
623/620 SLIDING GLASS
96" X 96" IMPACT —
INSTALLATION DETAII
OF 7
SIGNED: 01/18/2018
1R II
v,•,�j��,,,ES�N SF ,sP
Luis R. Lomas P.E.
FL 1 62514
2 1/2- MIN
.
EDGE DISTANCE
R❑,
CONCRETE/
�v
MASONRY
A REVISE❑ RER rvEw
BY OTHERS
"
4
°
1 1/4" MIN.
OPTIONAL 1
,
'
4
EMBEDMENT
1 I/4" MIN,
I/4" MAX.
1% BUCK
SEE
1
EMBEDMENT
SHIM SPACE
NOTES 3-7
SHEET 1
1/4'•
O
MAX.
e
SHIM
2 1/2"
/
SPACE
MIN.
BACKER ROD J
o
EDGE
& APPROVFD
❑
❑
DISTANCE
SEALANT
®
INTERIOR
1/4- TAPCON
❑
���
❑ .
I /4TAPCON "
d —
EXTERIOR
p
p
❑jr
INTERIOR
OPIONAL I% BUCK
D
__ _
SEE NOTES 3 — 7
0�
SHEET 1
OCONCRETE/MASONRY
EXTERIOR
B'I OTHERS
\
❑
`— BACKER ROD
& aPRRovEn
JAMB INSTALLA TIC
U
Q
1/4" TAPCON
SEALANT
CONCREMMASONRYLV
BACKER ROD
& APPROVED
El
NOTES:
SEALANT
o
i. IMERIOR AND EA7ERlOR FINISHES, BYOTHER$
OPTIONAL
NOT SHOWN FOR CLAfl?Y.
1x BUCK
2. PERIMETER ANOJOINTSEALANTBY07HERS TO BE
SEE
1/4"
a SHIM
MAX.
SPACE
DESIGNED INACCORDANCE WITHASTME2H2
NOTES 3- '
SHEET I�
--
Eastern �.
CONCRF'F/
�
MASONRY
1 114' MIN
•
BY OTHERS
a
EMBEDMENI
623/620 SLIDING GLASS
•
4
A.
T
96" % 96- IMPACT - H
INSTALLATION DETAIL:
2 I 2" MIN.
oaswel:
owc xo.
EDGE DISTANCE
G.R.
08-030
VERTICAL CROSS SECTION
`�T
I
NTS I ORE 02/21/17 wc.
CONCRETEMASO14RY INSTAL" TION
e...�.,.,.,,,........
AMSIOrvS
o4TA I .'gmq
18/18 1R.L.
I SIGNED:01/78/2018
Vk
,,UIII I IDp,,
Luis R. Lomas P.E.
FL No.: 62514
APPROVED
SEALANT
BEHIND FIN 1 1/4- MIN.
EMBEDMENT
910 WOOD WOOD
SCREW FRAMING
BY OTHERS
1/4- MAX.
SHIM SPACE
7/16' MIN r _
EDGE DISTANCE
EXTERIOR I I I `] 0I VP) �j H I J INTERIOR
7/16' MIN
EDGE DISTANCE
#10 WOOD
SCREW
APPROVED
1 1/4- M
EMSEDME
SEALANT
BEHIND FIN
VERTICAL CROSS SECTION
WOOD FRAMING OR 2X BUCK MSTALLATK)N
NNSIOns
xn OEStxlplwx DAL -P-R 9
A RESED PER HEW REOmREMENTS Ot/te/t8 ".
W000 FRAMING SHIM ^ MAX
SPACE
BY OTHERS
#10 WOOD IIIn�JRIo
SCREW J
INTERIOR
D
I I/<
MIN.
EMBEDMENT ma
APPROVED
SEALANT A
BEHIND FIN
`"6" MIN EXTERIOR
EDGE DISTANCE
NOTES:
1. INTERIORAND EXTERIOR FINISHES, BYOTHER$
NOTSHOWNFORCLAR/TY.
2. PERIMETERANDJOWTSEALANTBYOTHERSTOBE
1/4" MAX
DESIGNED IN ACCORDANCE WITHASTM E2112
SHIM SPACE
W�LiEastern
WOOD
623/620 SLIDING GLASS
FRAMING
96" X 96" IMPACT —
BY OTHERS
INSTALLATION BETA[[
Denwec DIG xD.
G.R. 08-031
NTS 0- 02/21/17 1 s"LN
LROSERTOLOM P.E.
#A WUODFORDROLEWISVILLE,I
4]46%0609 rlbmast9lrtemasu
A
OF 7 i
1
I
SIGNED: 01/1&2018
Luis R. Lomas P.E.
FL No.: 62514
S 1/16'
oao po �
0 0 0
Frame Head
PVC .090' Thick
3 1 /,[-
Frame Head lFin)
PVC .090" Thick
5 1/16' -{
��ofloa
Frame Sill
PVC .090" Thick
14"
Frame Sill (Fin)
PVC .090" Thick
1 3/4"
� 0
D
oRwwR:
Sash Frame G.R.
PVC.085•Thick sa.LL NTS
REVISED PER NEW
4
4
Eastern 7
TAW,
623/620 SLIDING GLASS
96" X 96" IMPACT -
COMPONENTS
L ROSERIO LOMASPE,
142b DFORORDLEWISVILLE
ANdPBL609 NMma OftDDes
RCY1510N$
�>iC MPROYLO
TENTS 01/18/18 1 R.L.
0�
SIGNED. 01/18wm
T.,sw... �� 5 R. L04,i,
,>a, ` �+,(t•//k��0��(pyCE�S/��N/1s�/+�.�tBJ++ i
IRSTAT
OF 7 A NA1E�G\``
Luis R. Lomas P.E.
FL NO.: 62514
NOTES:
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH
REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING THE HVHZ,
2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY
TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE
RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD.
3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL,
4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" WINDOW UNITS MUST BE
ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED
INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO
MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL.
5. WHERE WOOD BUCK THICKNESS IS 1-1/2- OR GREATER, BUCK SHALL BE SECURELY
FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY
BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH
MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS.
6. WHERE IX BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED
COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF
THE ARCHITECT OR ENGINEER OF RECORD.
7. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS
PROVIDED.
B. FOR FIN INSTALLATION SHIM AS NEEDED. FOR FRAME INSTALLATION SHIM AS REQUIRED AT
EACH ANCHOR LOCATION WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16- OR
GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4".
9. SHIMS SHALL BE LOCATED, APPUED AND MADE FROM MATERIALS AND THICKNESS CAPABLE
OF SUSTAINING APPLICABLE LOADS.
10. WIND LOAD DURATION FACTOR C0=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS.
11. FRAME MATERIAL: EXTRUDED RIGID PVC.
12. UNITS MUST BE GLAZED PER ASTM E13OD-04/09, SEE SHEET 2 FOR GLASS DETAILS.
13. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND
.BORNE DEBRIS REGIONS.
14. FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE #14 WOOD
SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 7/16- MINIMUM EMBEDMENT INTO
SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
TABLE OF CONTENTS
1EET N0. DESCRIPTION
1 NOTES
2 ELEVATION
3 - 5 INSTALLATION DETAILS
Rn DCSCMPIKW III n APPRN£D
A REMOVED RN INSTALLATION I 07/29/15 R.L.
B 1 REVISED PER NEW REOUIREMENJ ' 01/10/18 I R.L.
15. FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 1/4 �'CRETE FLEX WITH
SUFFICIENT LENGTH TO ACHIEVE A 1 1/4- MINIMUM EMBEDMENT INTO SUBSTRATE WITH 1
3/4" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND
INSTALLATION DETAILS.
16, FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE #12 SMlS OR SELF
DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND
STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION
DETAILS.
17. ALL FASTENERS TO BE CORROSION RESISTANT.
1 S. INSTALLATION ANCHORS SHALL BE INSTALLED 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:
A. WOOD - MINIMUM SPECIFIC GRAVITY OF G-0.42
B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI.
C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TY,E 1 (OR GREATER).
D. METAL STRUCTURE: STEEL 1BGA, 33KS1 OR ALUMINUM 6063-T5 .0671 THICK MINIMUM
19. APPROVED CONFIGURATIONS: OXO AND OXXO. III
SIGNED: 0111012018
'Eastern �"`�
3 HVHZ PD W/IMPACT BRACKETS
VINYL EQUAL LEG FRAME SLIDING
NOTES
NTS
06-02695
�vaov III I LM1s R. LomOs P.E.
„„, , FL No.: 62514
6" MAX —
6" MAX
1E2:
MAX O.C.
96"
MAX
FRAME
HEIGHT
6" MAX
192 FRAME WIDTH
12" MAX O.C. —{
0
X
a
X
b
0
625.620 PD VINYL EQUAL LEG FRAME SLIDING GLASS DOOR
EXTERIOR VIEW
FAAMEINSTALLATION
CESIGN PRESSUREMTING
IMPACTRATING
t65.0PSF
IARGEANDSMALL
MISSBE/MPACT
MISSILELEVEL D, MNDZONE4, AND HVHZ
NOTES:
I. MAXIMUM PANEL SIZE: 49 3/16" X 93 1/2"
2. MAXIMUM D.L.O.: 40 3/4" X 85"
3. (4) 1" X 1/4" WEEP NOTCHES AT EACH CORNER OF EXTERIOR SILL AND INTERIOR TRACK LEG.
— 6" MAX
PEV MSCWnON III DATE /yPPpY£0
A REMOVED fIN INSTALLATION I O)/29/15 R.L.
B 1 REVISED PER NEW REOUIREMEN 01/ID/I8 I R.L.
1"
3/16" TEMP, 1/8" ANN.
EJREflIOfl .090" SG BY I.URA RAY
/8" ANN.
INTERIOfl
DURASEAL/OUAN X
SPACER
GLAZING BEAD
STRUCTURAL S ALANT
SIKAFLE% 552R
SETTING BLOC (30096)
5/8" BIlk85 DUROMETE
BY CENTRAL FIBBER
EXTRUSIONS I
GLAZING DETAIL
623 HVHZ PD W/IMPACT BRACKETS HIGH PR
PANEL AT LOCH STILE VINYL EQUAL LEG FRAME SLIDING GLASS I
ATCH STILE
ELEVATIONS
FL INTERLOCK owAwx: ONG NO.
UGHH OPERABLE PANEL VERTICALINTERLOCH RAILN.G. 08-02695
EACH FIXED PANEL JAMS STILE AND AGTNE PAN EL LOCKSTILE sc4E NTS pp1E 04 16 sNCE1
:HCPERA6LEPANELBOTTOMMI. / /15 2 OF 6
L RODERFOLOMAS P.E.
IM NOODFORORDLETYI WUF, NCYJOY3
BLEPANELINTERLOCKSTILE,TMMOTTOMRNLWTERFACE f3449� Mamea®IMmeveemm
0111012018
R. Lomas P.E.
NO.: 62514
WOOD FRAMING
OR 2X BUCK
BY OTHERS
BACKER ROD
& APPROVED
SEALANT
EXTERIOR II
OO
R
5/8" MIN.
EDGE DISTANCE
1 7/1I MIN.
EMBEDMENT
1/4" MAX.
SHIM SPACE
#14 WOOD SCREW
INTERIOR
HACKER ROD
& APPROVED
SEALANT 7EDGE
WOOD FRAMING
OR 2X BUCK
BY OTHERS
IN F�^ANCE
VERTICAL CROSS SECTION
YACOD FRAMING OR 2X BUCK INSTALLATION
NOTES:
I. INTERIOR AND EXTERIOR FINISHES, BY07NERS,
NOTSHOWNFORCLAR/TY.
2 PERIMETER ANOJO/NT SEALANT BYOTHERSTO SE
DESIGNED INACCORDANCE AffHAS7MEF1I2
#14 WOOD
SCREW
1/4' MAX.
SHIM SPACE
1 7/16" MIN.
1 7/16" MIN.
EMBEDMENT
L
5/8" MIN.
EDGE DISTANCE
If14 WOO
SCREW
WOOD FRAMING
OR 2X BUCK
BY OTHERS
NR' pfSCfiPTOx ' blE MPFN20
A REMOVED FIN INSDLIATION III 07/2B/15 R.L.
B 1 REVISED PER NEW REQUIREMENTS 01/10/18 R.L.
r1/4" MAX.
SHIM SPACE
INTERIOR
EXTERIOR
SACKER ROD
& APPROVED
SEALANT
JAMB INSTALLATION DETAIL
WOOD FRAMING OR 2X BUCK INSTALLATION
SIGNED., 0111012018
623 HVHZ PD W/IMPACT BRACKETS HIGH PRESSURE
VINYL EQUAL LEG FRAME SLIDING GLASS DOOR
INSTALLATION DETAILS III
oxnwx: owc xo. Iq RLy
N.G. 08— 2695 B
S°"F NTS -e 04/16/15 s",C13 OF fill
V WOODFOADROLEWISVM1LE, NC27023III LM12 R. Lomas P.E.
40IE82A &meF®pLmyy, I FL No.: 62514
METAL
STRUCTURE
BY OTHERS
APPROVED
SEALANT
EXTERIOR
ER
1/4" MAX,
SHIM SPACE
2 SMS OR
'.LF DRILLING
:REW
INTERIOR
#12 SMS OR
❑
/ SELF DRILLING
o
/ SCREW
BACKER ROD
& APPROVED
SEALANT o
v
1/4" MAX.
a
1 SHIM SPACE
METAL
STRUCTURE
BY OTHERS
5/8" MIN
EDGE DISTANCE
VERTICAL CROSS SECTION
METAL STRUCTURE INSTALLATION
NOTES:
I. INTERIOR AND EXTERIOR FINISHES. BY OTHERS,
NOTSHOWNFOR CLARITY.
2. PERIMETER MDJ01MTSEA MT BY OTHERS TO BE
DESIGNED INACCORDANCE V/ ASiM E2112
i
5/8" MIN.
EDGE DISTANCE
I
#12 SMS OR /
SELF DRILLING
SCREWS
METAL
STRUCTURE
BY OTHERS
1/4" MAX.
SHIM SPACE
KS WTI III
OVENTC aPPRbaLO
A REMD FM INEIN.UTION III OT/E9/15 R.L.
B REVISED PER NEW REOUIREMEN.JS 01/10/18 R.L.
INTERIOR 11 I .
`` EXTERIOR
BICKER ROD
APPROVED
SEALANT
JAMB INSTALLATION DETAIL
METAL SIRUCTUREINSTALLATKIN
SIGNED. 01/10/2018
Eastern
Z PD W/IMPACT BRACKETS HIGH F
EQUAL LEG FRAME SLIDING GLASS
INSTALLATION DETAILS
owe No.
08-02695
NTS 1° 04/16/15 SNEE14 OF 6�I "FL7111111\U`"
L ROBERTO LONAR P.E I� 1ILuls R. Lomas P.E.
1D2 DFORDRDLEWIBV'UE,NC2)02T FL No.: 62514
4.91bPBL609 1Nmu®lbmasMmm
II�
ALUMINUM ASTRAGAL
ATTACHED TO PANEL WITH
#8 X 2" PH SMS
5" FROM EACH END AND
12' MAX O.C. THEREAFTER
ASTRAGAL AND MEETING RAIL DETAIL
flEV USLRIPT I
DAtE
0"MD
A REMOVED FIN INSTPLLAtION
07/29/16
R.L.
B REVISED PER NEW REOUIREMEMs
01/10/18
RL.
F/'' PVC ASTRAGAL ADAPTER
I ATTACHED TO ASTRAGAL WITH
#8 X 3/4' PH SMS
5" FROM EACH END AND
12" MAX O.C. THEREAFTER
00
0�
i
KEEPER
Q8 X 3" PH SMS
TO ATTACH KEEPER TO PANEL
5" FROM EACH END AND
12" MAX O.C.THEREAFTER
SIGNED. 0111012018
Eastern
��� •�\OENS�•9J���
R
623 HVHZ PDFW/IMPACT BRACKETS HIGH PRESSURE
VINYL EQUAL LEG FRAME SLIDING GLASS DO
#• 0 6 Yr'
COMPONENTS IIII
rya/'
�OSTAT E OFMM
LflAWH. ow0 rv0.
o., NTS DAIE 04/16/15 08 $02665 OF 6 ���
� �•{tfy�:
i' :;OVA' p�
�',�ss/�NA11E�G```\
REV
8
�',
LROSERTOLOMASP.E
1433 WLV'UWRD RD LETNSV F,, ND 27M3
191dBBffi9 �Ibm"e�IMmnar•.isun
LUI6 R. Lomas P.E.
1 FL No.: 62514
I 3/4" MIN.
EDGE DISTANCE
CONCRETE/MASONRY
BY OTHERS
a
a 1 1/4" MIN.
OPTIONAL 1% BUCK ° 4° 4 EMBEDMENT
SEE NOTES 3 - 7 °
SHEET 1
BACKER ROD OaO O
& APPROVEDr 1/4
SEALANT (n-IIIIFH SHIM SPACE
no
1/4" CRETE-FLEX
TAPCON
EXTERIOR II 1 II I11 II 111 INTERIOR
1/4" CRETE-FLEX
BACKER ROD - ❑ �Q TAPCON
& APPROVED p
SEALANT
OPTIONAL 1% BUCK /4" MAX. o SHIM SPACE
SEE NOTE 3 - 7 0
SHEET 1
—r
CONCRETE/MASONRY
BY OTHERS
° e ' 1 1/4` MIN.
EMBEDMENT
. a °
e
1 3/4" MIN.
EDGE DISTANCE
VERTICAL CROSS SECTION
CONCRFTEMASONRY INSTALLATION
1 1/4" MIN.
EMBEDMENT
1 3/4"
MIN.
EDGE
DISTANCE
ea
1/4" CRETE-FLEX
TAPCON y
CESCRIPPDN
REMOVED FN WSTkIATION
REVISED PER NEW REOUIRI
1/4" MAX.
SHIM SPACE
OPTIONAL 1X BUCK _.
SEE NOTES 3 - 7
SHEET 1
BACKER ROD
CONCRETE/MASONRY & APPROVED
BY OTHERS SEALANT
JAMB INSTALLATION DETAIL
CONCRE ASONRY INSTAMATION
NOTES:
1. INTERIOR AND EXTERIOR FINISHES, BY07HERS,
NOTSHOWNFORCLARITY.
2. PERIMETER AND JOINTSEA INTBY OTHERS TO BE
DESIGNED INACCORDANCE WITHASTM E2112
623 HVHZ PD W/IMPACT BRACKETS HIGH PRESSURE
VINYL EQUAL LEG FRAME SLIDING GLASS DO R
INSTALLATION DETAILS
M.1 Dwc No. REV
N.G. 08-02695 J� 8
swc NTS 0P1° 04/16/15 5iEE15 OF 6 IP
DATE MPFObFD
07/29/15 1 R.L.
01/10/18 IR.L.
0111012018
wis R. LDmos P.E.
i� FL No.: 62514
I