HomeMy WebLinkAboutREVISION OFFICE USE ONLY: l
DATE FILED: �C. PERMIT# ��vC� ,Y/
�
REVISION FEE: `�� I RECEIPT#
I
PLANNING & DEVELOPMENT SERVICES
BUILDING&CODE REGULATION DIVISION RECEIVED
2300 VIRGINIA AVENUE
FORT PIERCE,FL 34982-5652 0 C T I go 2020
1,
(772)462-1553
St,Lucie County
Permitting
APPLICATION FOR BUILDING PERMIT REVISIONS
PROJECT INFORMATION
LOCATION/SITE
ADDRESS: P COS
LE. o
DETAILED DESCRIPTION OF PROJECT
REVISIONS:
-b- i � 4WJ A,
CONTRACTOR INFORMATION:
STATE of FL REG./CERT. #:C C ST. LUCIE CO CERT. #:
BUSINESS NAME:
QUALIFIERS NAME:
ADDRESS: L v G
CITY: STATE: ZIP: c
PHONE (DAYTIME): �( �� T— FAX:
OWNEWBUILDER INFORMATION:
NAME:
ADDRESS:
CITY: I STATE: ZIP:
PHONE (DAYTIME: FAX:
ARCHITECT/ENGINEER INFORNVIATIION:
NAME:
ADDRESS:
CITY: STATE: ZIP:
PHONE (DAYTIME): FAX:
SLCCC: 9123109
Revised 06130/17 t "
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+ a00%-6
NEYI4DN5
REV oLsC"""M ar6 mvRovm
A REVISED GLAZING DETAILS 12/26/17 R.L.
B REVISED INSTALLATION DETAILS 03/22/20211 R.L.
NOTES: 15.FOR FRAME ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #14 WOOD SCREWS WITH
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH SUFFICIENT LENGTH TO ACHIEVE A 1 7/16' MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE
REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING THE HVHZ.
2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLYANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE 16.FOR FRAME ANCHORING INTO MASONRY/CONCRETE USE 1/4'TAPCONS WITH SUFFICIENT
RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. LENGTH TO ACHIEVE A 1 1/4' MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2" MINIMUM
3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2'WINDOW UNITS MUST BE 17.FOR FRAME ANCHORING INTO METAL STRUCTURE USE 314 SMS OR SELF DRILLING SCREWS
ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR
INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL. 18.ALL FASTENERS TO BE CORROSION RESISTANT.
5. WHERE WOOD BUCK THICKNESS IS 1-1/2 19.INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR OR GREATER, BUCK SHALL BE SECURELY MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN
FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY SUBSTRATES WITH STRENGTHS*LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW:
BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH A WOOD — MINIMUM SPECIFIC GRAVITY OF G=0.42
MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI.
6. WHERE 1X BUCK IS'NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90, GRADE N.TYPE 1 (OR GREATER).
COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF D. METAL STRUCTURE: STEEL 18GA, 33KS1 OR ALUMINUM 6063—T5 0.125 THICK MINIMUM
THE ARCHITECT OR ENGINEER OF RECORD.
7. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAVFULL 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 1/16' OR RECEIVED
GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4'.
9. SHIMS SHALL BE LOCATED, APPLIED AND MADE FROM MATERIALS AND THICKNESS CAPABLE OCT 13 2020
OF SUSTAINING APPLICABLE LOADS. SLLCmmy
10.WIND LOAD DURATION FACTOR Cd=1.6 WAS.USED FOR WOOD ANCHOR CALCULATIONS. -
Pemjw
11.FRAME MATERIAL: EXTRUDED ALUMINUM 6063—T6. 1�
12.UNITS MUST BE GLAZED PER ASTM E1300, SEE SHEETS 2-7 FOR GLASS DETAILS.
13.APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND
BORNE DEBRIS REGIONS.
14.FOR FIN INSTALLATION INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH
SUFFICIENT LENGTH TO ACHIEVE A.1 3/8" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE
ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. �7
SIGNED:0410112021
laG. Eastern `„`m_ I�Lo,w
TABLE OF CONTENTS SERIES FWI 1000 IMPACT *• 0„$�5
SHEET NO. DESCRIPTION SINGLE HUNG WINDOW ,''
NOTES —yo+, $TAT OF
1 NOTES oRAwN: (MG No. I¢v O'�•:'c( P••2�
�F'.•ORIa.
2 — 6 ELEVATIONS scat[ oar[ 08 502E476 11�aG�`\
7 CROSS SECTIONS AND B.O.A. NTS 08/20/14 1 OF 12
8 — 11 INSTALLATION DETAILS 1432WDODFORDRDLEWWUE.NC27023 Luis R. Lomas P.E.
12 COMPONENTS 4aaseaasos laomas@nromaspe.rom FL No.: 62514
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BL 0.
6EV oEscmanox BAr6 AINROVED
48" FRAME WIDTH 8" FRAME WIDTH
A REVISED GLAZING DETAILS 12/26/17 R.L.
13-
1 5" MAX 13" MAX O.C. �{ 5" MAX 5"MAX �MAX 5" MAX B REVISED INSTALLATION DErAILs 03/22/2021 R.L.
O.C. I
5"MAX 5-MAX 11/16- _
�— -F— 1/8" HS
/ I L 1/8" HS DURASEAL
O L I O SPACER SYSTEM .090" SAFLEX BY EASTMAN
BY OUANEX
12" / 70" / 1/8"HS
MAX. O.C. MAX•O.C. / WEDGE GASKET STRUCTURAL SEALANT
2541 BY MPI SIKAFLEX 552
T FPVC 65 DUROMETER SETTING BLOCK (30096)
72" 1 85 DUROMETER
FRAME 72" 3/4" SITE BY CENTRAL RUBBER
HEIGHT FRAME _ _(IA1111
EXTRUSIONS
HEIGHT
IOR
/ EXTERIOR ^^^
/ GLAZ/NG DETAIL A
XX WHEN USED OUTSIDE THEHVHZ
4 � Q
1/8"TEMP
J I OURASEAL I/e' HS
.1� SPACER SYSTEM .090"SAFLEX BY EASTMAN
5" MAX 5"MAX BY QUANEX 1/8- HS
WEDGE GASKET STRUCTURAL SEALANT
2541 BY MPI SIKAFLEX 552
SERIES FWI 1000 IMPACT SINGLE HUNG WINDOW SERIES FWI 10001MPACT SINGLE HUNG WINDOW FPVC 65 DUROMETER SETTING BLOCK (30096)
EXTERIOR VIEW FRAME INSTALLATION EXTERIOR VIEW FIN INSTALLATION
�_ -85 DUROMETER
DESIGN PRESSURE RATING IMPACTRARNG 3/4" BITE BXTRUS RA RUBBER
t75.pPSF LARGEAND SMALL EXTERIOR ^n�' INTERIOR
MISSILE IMPACT
GLAZING DETAIL A
MISSILE LEVEL D,WIND ZONE4,AND HVHZ WHEN USED IN THE HVHZ
NOTES:
WITH GLAZING A - SIGNED.0410112021
\ 111I I IIIIT/
1. SASH SIZE: 47" X 38". E11p1',","v°'E�``
2. D.L.O.: 42"3/4"X 31 5/8". Eastern �...�..• \�\\s R. t0//i//
3. HARDWARE: '11q Zi
a.(1) METALLIC CAM LOCK LOCATED MIDSPAN OF TOP RAIL ""' �aa p`s" `v,•�\ ENs�.•s
AND ANCHORED TO FIXED MEETING RAIL. SERIES FWI 1000 IMPACT *• 0 8 •*'—�
b.(2) SPIRAL BALANCE LOCATED ON EACH JAMB. SINGLE HUNG WINDOW =•o'� ��
C.(2) BALANCE SHOES LOCATED ON EACH SASH BOTTOM ELEVATIONS TAT OE
RAIL END. O•• ,(4
4. NO REINFORCEMENTS. p6'`"'" owc Na BLv ��j�"kS:20R1aP G\��
08
6ME NTS °"'E 08/20/14 SHEET 26 B
OF 12
' - L ROBERTO LOM4SP.E. Luis R. Lomas P.E.
1432 WOODFORD RD LEWISVILLE.NC2A723 FL No.: 62514
434-688-0609 rabn..@bbmaspe.tom
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REV SIGNS
53 1/2" FRAME WIDTH -{II 53 1/2"FRAME WIDTH - REV oEscaro 10N drE •aRRwEo
5" MAX Imo--}MAX00 C —{ I--5" MAX 13• A REVISED GLAZING DETAILS 12/26/17 R.L.
I I 5" MAX I� �.I 5" MAX
MAX O.C. I B REVISED INSTALLATION DETNLS 03/22/2021 R.L.
3" MAX
5"0 -FM-A%—
I
MA% O.C. / O
I / MAX O.C. /
1/2
3/16" HS
76 1/2"FRAME 76 1/2" .100" HP EASTMAN
HEIGHT FRAME EXTERIOR 3/16" HS
HEIGHT
/ WEDGE GASKET 'INTERIOR
X FPVC 65/ 2541DUROMETE R BY MPI
STRUCTURAL SLANT
X/ SIKAFLEX 552
4 SETTING BLOCK (30096)
u / 1/2" BITE 85 CENTRAL
R
L ^n^ EX CENTRAL RUBBER
5" MAX
J ,EXTRUSIONS
5" MAX GLAZING DETAIL B
SERIES FWI 1000 IMPACT SINGLE HUNG WINDOW SERIES FWI 1000 IMPACT SINGLE HUNG WINDOW
EXTERIOR VIEW FRAME INSTALLATION EXTERIOR VIEW FIN INSTALLATION
W/HI-RISE SILL AND HIGH RISELIFT RAIL
DESIGN PRESSURE RATING IMPACTRATING
+120.01150.OPSF LARGEANDSMALt
MISSILE IMPACT
MISSILE LEVEL D,WIND ZONE 4,AND HVHZ WITH GLAZING B SIGNED:04/01/2021
Q Eastern „,. %,111un/�
a" u J��3\5 R.'L p//,
NOTES: .�.--.". mmw�n�Owama �V•�\GENSFgiA'i
1. SASH SIZE: 50 1/2" X 38 1/4". SERIES FWI 1000 IMPACT *• D 57�1'
2. D.L.O.: 47 1/2" X 31 3/4". SINGLE HUNG WINDOW
3. HARDWARE: ELEVATIONS p TAT E 0E
G.(1) METALLIC CAM LOCK LOCATED MIDSPAN OF TOP RAIL i�4N••� �.
AND ANCHORED TO FIXED MEETING RAIL. -LANCE LOCATED ON EACH JAMB. D."; owc No, 08-02476 RB
�
c.(2) BALANCE SHOES LOCATED ON EACH SASH BOTTOM ss<uuc NTS o`er 08/20/14 � 3 OF 12
RAIL END. - LpOBEATa LOMAS P.E
4. NO REINFORCEMENTS. 1432 WOODFORD RD LEWSV¢tF xcao� Luis R. Lomas P.E.
esesaeasoy �� FL No.: 62514
I
53" FRAME WIDTH PE�aNs
53 FRAME WIDTH REV OESCPIPIION DATE MPPDVED
5" MAX 14 1/2" 5" MAX 13••" A REVISED GLAZING DETAILS 12/26/17 R.L.MAX O.C.
5" MAX f----{-MAX 0 C 'I 5" MAX B REVISED INSTALLATION DETAILS O3/22/2021 R.L
5"MAX 5" MAX
12" O 10' O 7/16"
MAX O.C. / MAX O.C. / 3/16" HS
.090" SAFLEX IIIG BY EASTMAN
3/16" HS
EXTERIOR INTERIOR
FRAME FRAME
HEIGHT HEIGHT WEDGE GASKET
2541 BY MPI STRUCTURAL SEALANT
FPVC 65 DUROMETER SIKAFLEX 552
85 DUROM BLOCK (30096)
4
3 4" BITE 85 CENTRAL
R^^^ BY CENTRAL RUBBER
-' EXTRUSIONS
GLAZING DETAIL C
L L
5" MAX 5" MAX
SERIES FWI 1000 IMPACT SINGLE HUNG WINDOW SERIES FM 10001MPACT SINGLE HUNG WINDOW
EXTERIOR VIEW FRAME INSTALLATION EXTERIOR VIEW FlN INSTALLATION
DESIGN PRESSURE RATING IMPACTRA77NG
+80.0%100.OPSF LARGEANDSMALL
MISSILE IMPACT
MISSILE LEVEL D,WIND ZONE 4,AND HVHZ _
WITH GLAZING C - SIGNED.,04/01/2021
NOTES: 'Ou Eastern R I l Q/,
1. SASH SIZE: 51 3/4"X 38 3/4 •`^'••'"�"'•"'^'"' no,' '�" `v�•�\C ENS�',tp
2. D.L.O.: 47 3/4" X 34". SERIES FWI 1000 IMPACT *• D,.8z6 *=
3. HARDWARE: SINGLE HUNG WINDOW tV
D.AR METALLIC CAM LOCK LOCATED MIDSPAN OF TOP RAIL �—
AND ANCHORED TO FIXED MEETING RAIL. ELEVATIONS �p• TAT OF.
i�'
b.(2) SPIRAL
ALANCE LOCATED ON EACH
c. 2) BALANCE JAMB. R�
SHOES LOCATED ON EACH SASH BOTTOM L owD Pa. 08-02476 PB '�� SS C� O
RAIL END. sv4E w1E sPEn 11�\\\\\
4. NO REINFORCEMENTS. NTS 08/20/14 4 OF 12
L.ROBERTO LOMAS P.E. Luis R. Lomas P.E.
1432 WOODFORD RD LEWISV/LLE,NO 2R123 FL No.: 62514
I34dPB-0609 Names@trfom3spa,wm
I ..
I
l
PEM90r6
53 1/8" FRAME WIDTH 53 1/8" FRAME WIDTH REV DESCR—OR alE APPRDVL0
73" A REVISED GLAZING DETAILS 12/26/17 R.L.
5" MAX� i MAX7/0 C. --{ 5' MAX 5' MAX �MA%�{ �{ 5' MAX B REVISED INSTALLATION DETAILS 03/22/2021 R.L
O.C. I I
5"MAX 5" MAX 7/8"
1/8"ANN
DURASEAL/ 3/16'HS
/ O/ SPACER SYSTEM
.090" SAFLEX BY EASTMAN
_1— 0' BY OUANE% 3/16' HS
O 1
12' MAX O.C. WEDGE GASKET STRUCTURAL SEALANT
MAX O.C.
FPVC 65 DUROME ERI SETTING% 552
SETTING BLOCK (30096)
85 DUROMETER
3/4" SITE BY CENTRAL RUBBER
78" 78" - EXTRUSIONS
FRAME FRAME INTERIOR
HEIGHT HEIGHT EXTERIOR —'—
GLAZI IG DETAIL D
WHEN USED OUTSIDE THE HVHZ
X u/ ,` / 7/B-
/
1/8" TEMP/ 3/16"HS
SYSTEM OURASEAL
SPACER SYSTEMEM
.090"SAFLEX BY EASTMAN
BY OUANEX 3/16' HS
L WEDGE GASKET STRUCTURAL SEALANT
5" MAX 5" MAX 2541 BY MP SIKAFLE% 552
_ FPVC 65 DUROMETER SETTING BLOCK (30096)
SERIES FWI 1000 IMPACT SINGLE HUNG WINDOW SERIES FWI 1000 IMPACT SINGLE HUNG WINDOW I 85 DUROMETER
EXTERIOR WEWFRAMEINSTALLA77ON 'EXTERIOR VIEWFIN INSTALLATION 3/4" BITE BY CENTRAL RUBBER
EXTRUSIONS
DESIGN PRESSURE RA77NG IMPACTRA77NG — INTERIOR -
_ EXTERIOR -
+80.0%100.OPSF LARGEAND SMALL GLAZING DETAIL D
MISSILE IMPACT WHEN USED IN THE HVHZ
MISSILE LEVEL D,MIND ZONE 4,AND HVHZ '
WITH GLAZING D SIGNED.04/01720v
NOTES: Easternr
1. SASH SIZE: 50 1/2"X 39 1/2". �EN'•9''y-
2. D.L.O.: 47 1/2" X 33 1/2" WIN�•"•""`-•" V•v� 'S�`•�
3. HARDWARE: SERIES FWI 1000 IMPACT *• 0 �66yw�•rx��'k�
a.(1) METALLIC CAM LOCK LOCATED MIDSPAN OF TOP RAIL SINGLE HUNG WINDOW b E
AND ANCHORED TO FIXED MEETING RAIL. ELEVATIONS �p• TAT OF tLT`
b.(2) SPIRAL BALANCE LOCATED ON EACH JAMB. �O• A P�!ti`
GRAIL BALENDANCE SHOES LOCATED ON EACH SASH BOTTOM VRAwR: owc Ra. 08-02476 B
4. NO REINFORCEMENTS. SMENTS — 08/20/14sn
LROSEROLOMASP.E 5 OF 12
Luis R. Lomas P.E.
143E WOODFORD RD LEMSVILLE,NO 27M FL No.: 62514
43+68&0609 Nomas®blPmazpe.mm
I
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53 1/8" FRAME WIDTH 53 1/B" FRAME WIDTH
6EV otscaumoN wTL - .ave0r[n
10 .�I 5" MAX � I 13" 5" MAX A REVISED GLAZING DETAILS 12/21/11 R.L.
" 5" MAX MAX O.C. 1 5" I I MAX O.C. B REVISED INSTAWDON DETNLS OS/22/2021 R.L
5" MAX
5" MAX
10"
MAX O:C. MAX O.C. / 5/16"
1/8"ANN.
O O .090"SAFETY-PLUS II BY EASTMAN
1/8"ANN
EXTERIOR INTERIOR
WEDGE
96" FRAME FPVC 65 DURL4METER
FRAME HEIGHT STRUCTURAL SEALANT
Mp
SIKAFLE% 552
HEIGHT SETTING BLOCK (30096)
3/485 DUROMETER
BY CENTRAL RUBBER
EXTRUSIONS
GLAZING DETAIL E
/ L
L 5" MAX
5" MAX
I
SERIES FWI 1000 IMPACT SINGLE HUNG WINDOW SERIES FWI 1000 IMPACT SINGLE HUNG WINDOW
EXTERIOR VIEW FRAME INSTALLATION EXTERIOR VIEW FIN INSTALLATION
SIGNED.,0410112021
DESIGN PRESSURE RATING IMPACTRA77NG
LARGEANDSMALL .� Eastern ����9 R•'Lp/�/i�
NOTES: . t60.OPSF
MISSILE IMPACT
1. SASH SIZE: 50'7/16" X 48 1/4". � ;,;?=^`^�^-^==�__== �^�` �v,•V\OENS�•,tP
2. D.L.O.: 47 5/8" X 43 5/8". MISSILE LEVEL O,WIND ZONE 4,AND HVHZ SERIES FWI 1000 IMPACT *• Oy�6
3. HARDWARE: WITH GLAZINGE _ 0
a.(1) METALLIC CAM LOCK LOCATED MIDSPAN OF TOP,RAIL SINGLE HUNG WINDOW ,'(�`� �=
AND ANCHORED TO FIXED MEETING RAIL. ELEVATIONS �y0 STATf: ty�
/O.
b.(2) SPIRAL BALANCE LOCATED ON EACH JAMB. owwN: axc Na.
c..((2) BALANCE SHOES LOCATED ON EACH SASH BOTTOM V.IL L. DATE O8 02476 B /S�ONA'
4. NO REINFORCEMENTS. NTS 08/20/14 6 OF 12
5. ALL UNITS RATED UP TO f60.OPSF MAY BE INSTALLED L ROBERTO LOMASP.E Luis R. Lomas P.E.
WITHOUT ANCHORS AT THE SILL. 142WOODFORDRDLEWLSVILLE,NC27023 FL Na.: 62514
434 688-0609 fflo a @kAb pe.mm
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BILLOF
TERWS
MArrEMNO. PARrNO DFSCFOFDON MANUFACTURER MATERBLL FOR.ILLUSTRATION PURPOSES ONLY
6EV DES—ON w1E Nvr6Dvm
1 FRAME HEM EAS ALUMINUM6063-T5 FOR INSTALLATION DETAILS p REVISED OIAZIND DETAILS 12/26/17 R.L.
2 FRAME RISILL EAS LUMNUM6063-T6
HERLSESILL EAS ALUh9NUMfi063-TO REFER TO SHEETS 9-12 B REVISED INSTALLATION DETAILS 03/22/2021 R.L
3
4 FRAME JAMB EAS ALUN4NUM6063-TB
5 FDEDhEETINGRAIL EAS ALUKUNUM6063-TG
6 APPLIED FIN EAS AlUMMUM6063-T6
7 MEETING RAIL EAS ALUIWNUM6063-TB
8 LIFTRNL EAS ALUMNUM6063-T6 1 -
9 HI-RISE LIFT RAIL EAS ALUMNUM6063-TU
10 SASH JAM® EAS ALUMNUM6063-T6
11 IGGLAZNGBEAD EAS ALUMNUM6063-TB 11
12 MONOLITHIC GLAZING BEAD EAS - ALUMNUM6063-TB 22
13 CADWELL SPIRAL BALANCER EAS
14 SASH LOCK EAS DIE-CASTZINC EXTERIOR INTERIOR
15 BALANCER PPJ0T LOCK EAS
16 VENTSTOPS EAS 12 14
17 BAUWCER PIVOT BARS EAS
18 LIFTRAILBULB EAS VINYL =-
19 FRAME SILL BULB EAS VINYL 5
20 SASH WEATHERSTRIPPING EAS 7
R INTERIOR
21 RAIL WEATHERSTRIPPING EAS
12 EXTERIO
22 FRAME COVER E!S ALUNYNUM6083-TB
9
-1 19
8
3
12
13 20 10 19
8
2
INTERIOR
B VERTICAL SECTION
SIGNED:0410112021.
EXTERIOR .��5 a.Easte�n Lo/,,,,,
VERTICAL SECTION SERIES FWI 1006 IMPACT _*� O 61/T �'+t
SINGLE HUNG WINDOW ,0 E tV
B.O.M. AND CROSS SECTIONS �y0+, $$TAT OF
4 11 V L Dwc NO. OB-02476
HORIZONTAL SECTION — BENTS IMIEDB/20/1a 1s.EV7 of 12 111110\\\`\
L ROBERTOLOMASPE omas P.E.
L-Luis R.
1432 WOODFORD RO LEWISVILLE.NC 27023 FL 62514
434-688-0609 Ab—@bk—p.
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.} 5/8" MIN. NLvmoNs
I EDGE DISTANCE AEV DESC—ON oAtc APPRWEO
WOOD FRAMING I A REVISED GLAZING DETAILS 12/26/17 R.L.
OR 2X BUCK B REVISED INSTALLATION DETAILS 03/22/1-111 R.I
BY OTHERS 1 7/16" MIN.
EMBEDMENT
BACKER ROD _-
&APPROVED
SEALANT SHIM SPACE
1 7/16" MIN. 1/4" MAX.
EMBEDMENT SHIM SPACE
#14 WOOD SCREW
INTERIOR
5/8" MIN.
EDGE DISTANCE
#14 WOOD
SCREW
WOOD FRAMING - EXTERIOR
EXTERIOR k�NTERIQR OR 2X BUCK
BY OTHERS BACKER ROD
&APPROVED
SEALANT
JAMB INSTALLATION DETAIL
WOOD FRAMING OR 2X BUCKINSTALLA770N
-_-_-- 114 WOOD
SCREW
BACKER ROD
&APPROVED 1/4" MAX.
SEALANT SHIM SPACE NOTES:
1.INTERIORAND EXTERIOR FINISHES,BYOTHERS,
W000 FRAMING NOT SHOWN FOR CLARITY.16" MIN. 2.PERIMETER AND JOINTSEALANTBY OTHERS TO BE
OR 2X BUCK 1 7
/ DESIGNED INACCORDANCE KWHASTM E2112
BY OTHERS EMBEDMENT SIGNED.,0410112021
5 8" MIN QG Eastern -
EDGE DISTANCE -••_•---_----__= Sm:,�, �.mn �r•��6ENS�:9s��
VERTICAL CROSS SECTION SERIES FWI 1000 IMPACT 3*,� /,'0 6 *=
WOOD FRAMING OR 2X BUCK INSTALLATION SINGLE HUNG WINDOW
STANDARD SILL SHOWN,HI RISE SIMILAR INSTALLATION DETAILS �y0� TAT OF fp`
DRAWN: M N0. RLv O s'cCOR10P G���
.4` 'ME NTS ol� 08/20/14 08 sN n486 OF 12 B ///�SI�NA11�N����
L ROBERTO LOMAS RE Luis R. Lomas P.E.
1432 WOODFORD RD LEWISVILE,N027023 434-6884 FL No.: 62514
609 r➢amat@Gbmaspo.mm
I
REV61
5/8• MIN REV DM-710N -1 APRROVED
EDGE DISTANCE
METAL A REVISED GLAZING DETAILS12/26/17 R.L.
STRUCTURE B REVISED INSTALLATION DEWLS 03/22/20211 R.L
BY OTHERS 1/4" MAX
SHIM SPACE
APPROVED
SEALANT
#14 SMS OR
SELF DRILLING
SCREW 1/4" MAX.
SHIM SPACE
� INTERIOR
5/8" MIN:
k
EDGE DISTANCE
ERIORINTERIOR #14 SMS OR
EXTERIOR SELF DRILLING ,
SCREWS
METAL EXTERIOR
STRUCTURE BACKER ROD
BY OTHERS &APPROVED
SEALANT
JAMB INSTALLATION DETAIL
METAL STRUCTURE INSTALLATION
___-_- #14 SMS OR
SELF DRILLING
SCREW
BACKER ROD
&APPROVED
SEALANT NOTES:
1.INTERIOR AND EXTERIOR FINISHES,BYOTHERS,
NOT SHOWN FOR CLARITY.
METAL 2.PERIMETERAND JOINTSEALANT BYOTHERS TO BE
STRUCTUREL DESIGNED INACCORDANCE WITHASTME2112
BY OTHERS SIGNED.,0410112021
�p- Eastern \�s a"Loy ,
5/8 I MIN I� :............... __ \\J\ w9
EDGE DISTANCE fORIN'°b'I��'a° ��••v\CEN`SF•�
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METALSTRUCTUREINSTALLATION SINGLE HUNG WINDOW �
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CONCRETE/MASONRY 2" MIN. sE�voxs
BY OTHERS EDGE 015TANCE r+Ev —R—ON °ATE ArvRw[o
A REVISED GLAZING DETAILS 12/26/17 R.L.
.• " e• B REVISED INSTALLATION DETAILS 03/22/2021 R.L.
•a 1 1/4" MIN.
EMBEDMENT
I 1 1/4" MIN.
I
OPTIONAL IX BUCK EMBEDMENT
SEE NOTES 3 — 7
SHEET 1 VI/4"TAPCON
CONCRETE/MASONRY
1/4" MA% BY OTHERS
BACKER RODSHIM SPACE 1/4" MAX.
&APPROVED OPTIONAL 1X BUCKSHIM SPACE
SEALANT SEE NOTES 3 — 7SHEET 1
1/4"TAPCON INTERIOR
EXTERIOR INTERIOR
2"
MIN. •
EDGE EXTERIOR
DISTANCE
BACKER ROD
• &APPROVED
• SEALANT
JAMB INSTALLATION DETAIL
CONCRETEIMASONRY INSTALLATION
1/4"TAPCON
BACKER ROD NOTES:
&APPROVED 1.INTERIORANDEXTERIORFINISHIES,BYOTHERS,
SEALANT 1/4" MAX. NOTSHOWNFORCLARITY. _
SHIM SPACE 2.PERIMETER AND JOINTSEALANTBY OTHERS TO BE
OPTIONAL 1X BUCK DESIGNEDINACCORDANCEMTHASTME2112
SEE NOTE 3 — 7 SIGNED:OM012021
SHEET 1 �7111 1 11///
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a` EMBEDMENT SERIES FWI 1000 IMPACT *• D 61 *�
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�•' •' INSTALLATION DETAILS ��0,Ott
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EMBBEDED MIN.MENT A REVISED GLAZING DETAILS 12/26/17 R.L
#10 WOOD WOOD B 1 REVISED INSTALLATION DETAILS 03/22/2021 R.L
SCREW FRAMING
BY OTHERS
1/4" MAX.
SHIM SPACE
7/16" MIN
EDGE DISTANCE
1/4" MAX
WOOD FRAMING SHIM SPACE
BY OTHERS
#10 WOOD
SCREW
INTERIOR
1 3/8"
MIN.
EMBEDMENT
EXTERIOR INTERIOR
APPROVED
SEALANT
FIN EXTERIOR _
BEHIND FIN 7/16"MIN
EDGE DISTANCE
JAMB INSTALLATION DETAIL
WOOD FRAMING OR 2X BUCK INSTALLATION
NOTES:
MAX 1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS,
r SHIM SPICE NOTSHOWNFORCLARTTY.
2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE
—� DESIGNED INACCORDANCEWITHASTME2112 SIGNED:0410112021
7/16" MIN
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SEALANT INSTALLATION DETAILS jl; STATOF
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V.L. DATE O8 02476 B �i//S�pNA�1Ea\���
NITS 08/20/14 11 OF 12
L AOBERD LEIWS IP.E Luis R. Lomas P.E.
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REV DESCRIPTION w1E APPROVED
A REVISED GLAZING DETAILS 12/26/17 R.L.
3.7/16"
• B REVISED INSTALLATION OETNLS 03/22/20211 R.L
3 7/16"--{
3 5/16" 1 11/16"
3 3/8"
3/8"
3 1/16" 2 5/8" 2 9/16"
1 13/16" L L kj 1_1 J d
FRAME HEAD FRAME SILL FRAME HI RISE SILL FRAME JAMB FIXED MEETING RAIL
O1 ALUMINUM6063-TS O ALUMINUM6063-T6 O ALUMINUM 6063-T6 l� ALUMINUM6063-T6 O ALUMINUM606346
.062-THICK .062'THICK .062•THICK .062'THICK .062'THICK
2 3/8"
--{I 5/16" - 1 9/16"�I-'•-
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1 5/L� J I F L 1 3/8"
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APPLIED FIN MEETING RAIL I LIFT RAIL HI RISE IMPACT LIFT RAIL SASH JAMB
OALUMINUM 6063-T6 O ALUMINUM 6063-T6 O ALUMINUM 6063-T6 O ALUMINUM 6063-76 10 ALUMINUM 6063-76
.062•THICK .062'THICK .062'THICK .062'THICK .0621THICK
1 1/4"
1 5/16" SIGNED:0410112021
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NTS 08/20/14 12 OF 12
L ROBERTO LOMAS P.E. Luis R. Lomas P.E.
1432 WOODFORD RO LEWISVILLE,NC270M FL No.: 62514
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