HomeMy WebLinkAboutAPPLICATION FOR PERMIT REVISION OFFICE USE ONLY:
DATE FILED:�' �\ PERMIT
REVISION FEE: $ ' ` RECEIPT#
File C®y�
PLANNING & DEVELOPMENT SERVICES
BUILDING&CODE REGULATION DIVISION I RECEIVED
2300 VIRGINIA AVENUE.
FORT PIERCE,FL 34982-5652 DEC U 7 2021
(772)462-1553
St.Lucie County
APPLICATION FOR BUILDING PERMIT REVISIONSI Permitting
PROJECT INFORMATION
LOCATION/SITE may,
ADDRESS: � / 141,�
DETAILED DESCRIPTION OF PROJECT
REVISIONS:
CONTRACTOR INFORMATION:
STATE of FL REG./CERT. #: ST. LUCIE CO CI RT. #:
BUSINESS NAME:
QUALIFIERS NAME:
ADDRESS:
CITY: STATE: ZIP.
PHONE(DAYTIME): FAX:
OWNER/BUILDER INFORMATION:
NAME: ~ �
ADDRESS:
CITY: STATE: ZIP:
PHON (D TIME: F X:
1
ARCHITECT/ENGINEER INFORMATION:
NAME:
ADDRESS:
CITY: STATE: ZIP:
PHONE (DAYTIME): FAX:
►, nqSLCCC: 9123109
Revised 06130/17
.A
398 E Dania Beach Blvd.
BUILDING DROPS Suite338
PKEIVEDDania Beach, FL33004
A Perfect Solution in Every Drop 954.399.8478 PH
Certificate of Authorization:29578 DEC O 7 2021 954.744.4738 FX
5t.Cuci�QAtiK, @buildingdrops.com
Permitting
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luct Evaluation Report
f File Copy
of og-'3"
P
Atrium Corporation VI ` ' D FOR
"311/312/378" CODE COMPLIANCE
Sliding Glass Door (Non-Impact)ST. L,,t4CIE COUNTY
for WBOCC l fI V
Florida Product Approval'
FL# FL11646 1
i
Report No. 545
9
Current Florida Building Code
Method: 1—A (Certificate)
Category: Exterior Doors
Sub— Category: Sliding Exterior Door Assemblies
Product: 31113121378 Sliding Glass Door
Material: White-Vinyl,(PVC)
Product Dimensions: See Installation Instructions ATRO23
Prepared For:
Atrium Corporation
300 Welcome Center Blvd,
Welcome, NC 27374
1�111111////
Prepared by: 4. 7�
`� J'Hermes F. lorerco, P.E•Florida Professional Engineer#73778Date: 01/03/2018Contents:Evaluation Report Pages 1-3 O ? .
Digitally signed by Hermes F.Norero,P.E. f�Sy�!S H� S P%6kelb,,Rt``
Reason:I am approving this document FloffdAlAb03778
Date:2018.01.09 07:37:53-05'00'
Page 1 of 3
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BUILDING DROPS FL#: FL11646
Date: 01/03/2018
A Perfect Solution in Every Drop Report No: 5453
Certificate of Authorization:29578
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Manufacturer: Atrium Corporation
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Product Category: Exterior Doors
g ry� ,
Product Sub-Category: Sliding Exterior Door Assemblies
Compliance Method: State Product Approval Method (1)(a)
Product Name: 311/312/378 Sliding Glass Door
(Non-Impact)
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Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL#73778)for Atrium
Corporation based on Method 1a of the State of Florida Product Approval;) Florida Department of
Business& Professional Regulation- Florida Building Commission.
Hermes F. Norero, P.E. does not have nor will acquire financial interest in the company
manufacturing or distributing the product or in any other entity involved in the approval process of
the product named herein.
This product has been evaluated for use in locations adhering to the current Florida Building Code.
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See Installation Instructions ATR023,signed and sealed by He'rmes F. Norero, P.E. (FL#73778)for
specific use parameters.
Limits of Use:
1. This product has been evaluated and is in compliance;with the cur rent Florida Building Code,
excluding the "High Velocity Hurricane Zone" (HVHZ).'
2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into
substrate material shall be beyond wall dressing or stucco.
3. When used in areas requiring wind borne debris protection this product complies with
Chapter 16 of the current Florida Building Code and does require an impact resistant
covering.
4. Site conditions that deviate from the details of drawing ATR023 require further engineering
analysis by a licensed engineer or registered architect.
5. See Installation Instructions ATR023 for size and design pressure liimitations.
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Hermes F. Norero, P.E.
Florida No. 73778
Page 2 of 3
' 1
BUILDING DROPS FL#: FL11646
Date: 01/03/2018
A Perfect Solution in Every Drop
>•�; Report No: 5453
Certificate of Authorization:29578
Certification Agency: The manufacturer has demonstrated compliance of products in accordance with the
Florida Building Code for manufacturing under a program audited by and approved
by National Accreditation and Management Institute(FBC Organization#:
CER1773).
Performance Standards: The product described herein has been tested per:
• AAMA/WDMA/CSA 101/I.S.2/A440-05
• AAMA/WDMA/CSA 101/I.S.2/A440-08
Referenced Data: 1. Product Testing performed by Architectural Testing, Inc.
(FBC Organization#TST1910)
Report#: D6923.01-801-47, Report Date:05/07/14
Report#: D2326.01-801-47, Report Date: 10/18/13
Report#: D0985.01-801-47, Report Date: 10/03/113
Report#: D0986.01-801-47, Report Date: 10/03/13
2. Certification Agency
National Accreditation and Management Institute
(FBC Organization#: CER1773)
Installation: j
Refer to Installation Instructions(ATR023)for anchor spacing,and more del ails of the installation
requirements.
Design Pressure:
Refer to Installation Instructions (ATR023)for design pressures based on sizes and configurations.
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Hermes F. Norero, P.E.
Florida No. 73778
Page 3 of 3
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NOTICE OF PRODUCT CERTIFICATION
ACCgEOl�'�yA CERTIFICATION NO: NI013248.04-R3
DATE: 66/14/2016
,a
N CERTIFICATION PROGRAM: Structural
COMPANY: Atrium
y�cfMeNT�NS� CODE: 2187-1
c��ieoPao REVISION DATE: 01/06/2020
To verify that the"Notice of Product Certification"is valid,please visit w�7',w.N'MICertification.com to assure that the
product is active and currently listed.This certification represents product conformity to the applicable specification and
that certification criteria has been satisfied. A NAMI approved certification label must be applied to the product to claim
certification status. Please review and advise NAMI if any corrections are required to this document.
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COMPANY NAME AND ADDRESS PRODUCT DESCRIPTION
Atrium Companies;Inc. Series "311/312/378"
300 Welcome Center Blvd. Vinyl Sliding Glass Door
Welcome, NC 27374 w/Finless Installation
Configuration:XO
Glazing: Insulating Glass(Tempered)
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Frame: W-1818mm(71.56") H-2019mm(79.5")
Panel: W-924inm(36.38") j H-1962mm(77.25")
DLO: W-803mm(31.63") H-1838mm(72.38")
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SPECIFICATION PRODUCT RATING
AAMA/WDMA/CSA 101/I.S.2/A440-08 Class R-PG35 1818 x 2019 (72 x 80)-SD
AAMA/WDMA/CSA 101/I.S.2/A440-05 SD-R35,1818 x 2019 (72 x 80)
Design Pressure: ±1680 Pa (35 psf)
Water Penetration Resistance Test Pressure:260 Pa(5.43 pst)
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Product Tested By: Architectural Testing, Inc.
Report No: D6923.01-801-47/D0985.01-801-47/D2326.01-801-47/�D0986.01-801-47
Expiration Date: June 30, 2022
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Administrator's Signature:
1
NATIONAL ACCREDITATION AND
I
MANAGEMENT INSTITUTE, INC.
4794 George Washington Memorial Highway
Hayes,VA 23072
Tel: (804)684-5124
Fax: (804)684-5122
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ATRIUM CORPORATION
IAIRUUM
INSTALLATION NOTES: 31113121378 SLIDING GLASS DOOR
1. ONE(1)INSTALLATION ANCHORS ARE REQUIRED AT EACH ANCHOR (NON-IMPACT)LOCATION SHOWN. 30D WELCOME CENTER BLVb.
(
WELCOME,NC 27374
2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM PH:(214)637-2696 FX:(214)424.6734
NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION.
m
m 3. INSTALL INDIVIDUALINSTALLATION ANCHORS WITHIN A TOLERANCE #g Y OF±1/2 INCH OF THE DEPICTED LOCATION IN THE ANCHOR LAYOUT GENERAL NOTES:
az vlao S
DETAIL(I.E.,WITHOUT CONSIDERATION OFTOLERANCES). V1 O O m n
TOLERANCES ARE NOTCUMULATIVE FROM ONE INSTALLATION 1. THE PRODUCTSHOWN HEREIN IS DESIGNED AND m z O m
ANCHOR TO THE NEXT. ¢¢ [1C
MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA
4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BUILDING CODE(FBC)AND THE CURRENT IRC/IBC, �_
EXCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING
Zw
BEARING SHIM(S).MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4 TO THE FOLLOWING:
INCH.SHIM WHERE SPACE OF 1/161NCH OR GREATER OCCURS. . AAMA/WDMA/CSA 101/1.5.2/A440-OS/OB p Z H
SHIM(S)SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR
BETTER. 2.ADEQUACY OFTHE EXISTING STRUCTURAL h CO a Q $
CONCRETE/MASONRY,STEEL STUD,AND 2X FRAMING AS A W CL w G
S. FOR NAIL FIN:WOOD BUCK;USE NB WOOD SCREWS THROUGH THE FIN F2
MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF FF.4� w rn 3
OF SUFFICIENT LENGTH TO ACHIEVE 11/21NCH MINIMUM WITHSTANDING AND TRANSFERRING APPLIED PRODUCT r a m
EMBEDMENT INTO WOOD SUBSTRATE. LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF .. V .n a
THE ENGINEER OR ARCHITECT OF RECORD FOR THE •-'
6. FOR NAIL FIN:STEEL TO ACHIEVE TEKSCREWS THROUGH THE FIN OF PROJECT OF INSTALLATION. ¢ o O Q
SUFFICIENT LENGTH TO ACHIEVE AMINIMUM OF3THREADS
PENETRATION BEYOND METAL FRAME SUBSTRATE. p C, O
3. 1%AND 2%BUCKS(WHEN USED)SHALL BE DESIGNED AND Q
un
7. FOR THRU FRAME:WOOD BUCK:USEN10 WOOD SCREWS THROUGH ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE .0 m JTHE t2 N -1
STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE
EMBEDMENTME
INTO
LENGTH TE.ACHIEVE 1121NCH MINIMUM RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF LU
EMBEDMENT INTO WOOD SUBSTRATE. RECORD FOR THE PROJECT OF INSTALLATION. TABLE OF CONTENTS 7 W Z
`a L
8. FOR THRU FRAME:CONCRETE/MASONRY:FOR INSTALLATION 4.THE INSTALLATION DETAILS DESCRIBED HEREIN ARE < -C
SHEET REVISION SHEET DESCRIPTION O Z p
THROUGH IX BUCK TO CONCRETE/MASONRY,OR DIRECTLY INTO GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR < _
CONCRETE/MASONRY,USE 3/161NCH DIAMETER ITW TAPCONS OF A SPECIFIC SITE.IF SITE CONDITIONS CAUSE INSTALLATION ''••^, Z = V Z
LU
SUFFICIENT LENGTH TO ACHIEVE 11/41NCH MINIMUM EMBEDMENT. TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, I C INSTALLATION 6 GENERAL NOTES W p O
A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE 2 C ELEVATIONS �--� FaF-41 Lu
9. FOR THRU FRAME:STEEL STUD:USE f730 TEKSCREWS THROUGH THE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT. ` p�
FRAME OF SUFFICIENT LENGTH TO ACHIEVE A MINIMUM OF 3 3 L ANCHOR LAYOUTS J V V p C
THREADS PENETRATION BEYOND METAL FRAME SUBSTRATE. S.APPROVED IMPACT PROTECTIVE SYSTEM 15 REQUIRED ON w w O W
4 C VERTICAL SECTIONS o
THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. Z3 w �+
10. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL 5 C HORIZONTAL SECTIONS 6 GLAZING DETAL m to V W
FINISHES,INCLUDING BUT NOT LIMITED TO STUCCO,FOAM,BRICK 6. WINDOW FRAME MATERIAL:WHITE OR BEIGE VINYL
VENEER,AND SIDING. LL V
.g 7. GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 GLASS
- - 11. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE CHARTS.SEE SHEET 2 FOR GLAZING DETAIL. - --
MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION
g RESISTANT COATING. \ GG
3 DESIGN PRESSURE RATING
12. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL !`�•......••.,•k'
INSTALLATION ANCHORS INTO MORTAR JOINTS.EDGE DISTANCE IS SIZE DESIGN PRESSURE CONFIGURATION MISSILE IMPACT RATING �� /;•
'g MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT �u 6
INTO FACE SHELL OF BLOCK. 70.75"x 79.5" .35.0/-35.0 PSF R1
94.75"X 79.5" .35.0/-35.0 PSF - W
- ---13.INSTALlAT10NANCHORSSHALL-BE INSTALLED IN ACCORDANCE-WITH---=- -- --------_=- ---_---___- _ __ _ __
ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND 74.75"X 95.5" _ /.36.0 -30.0 PSF ( �` i~A.-
ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESSTHANTHE X 02 .35.0/-35.0 PSF
i��••., wo
72" "`
MANUFACTURER.IMUM STRENGTH SPECIFIED BY THE ANCHOR 71.56"x 79.5" .35.0/-35.0 PSF NOT RATED iA`�/y•• PROF\\
X1111 Ljj
14. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE 95.63"X 79.5" .35.0/-35.0 PSF V) m Z J VI
BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: 75.75"X 95.5" .30.0/-30.0 PSF OX(FINLESS) Q N Z� _= N Z
11 A. WOOD-MINIMUM SPECIFIC GRAVITY OF 0.42. p V
4
B. CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. 72"X 82"" .35.0/-35.0 PSF p
C. MASONRY-CMU UNIT STRENGTH CONFORMS TO ASTM C-90,WITH MIN.COMPRESSIVE STRENGTH OF 'UNIT USES ALUMINUM REINFORCEMENTS,ALL OTHERS USE STEEL DWG#:
CONFORMS C 476,MIN.GROUT COMPRESSIVE
PSI AND GROUT MPRESSIVE
F STRENGTH OFF 2000 2000 PSI. A TRO2 3
y D. STEEL-MINIMUM YIELD STRENGTH OF 33 KSI.MINIMUM WALL Digitally signed by Hermes F.Norero,P.E. SHEET: •� OF
Fj THICKNESS OF 33 MILS.(20 GUAGE) Reason:I am approving this document 1
Date:2017.01.17 00:26:33-05'00'
95.63"MAX. 72.00"MAX. 0
DOOR WIDTH DOOR WIDTH [�
43.625"MAX. 36.75"MAX. „ ❑ ,
D.L.O.WIDTH D.L.O.WIDTH
B C B e
4 4 q q
300 WELCOME CENTER BLVD.
WELCOME.NC 27374
PH:(214)637-2696 FX:(214)424-6734
m
m m
H I H I O #a m
5 5 5 5 RD V1 d$
72.4375" D F E 79.50" D F E 74.75' m VV)) Z O
MAX. 5 5 5 MAX. 82.00" 5 5 5 MAX. g 0 S p
O DOOR DOOR D.L.O. O e "_
HEIGHT HEIGHT HEIGHT "X" "O" HEIGHT H Z.m w
a m 'o
y w j Q H R
moQ
�1 LuCL
a
- m� a
4 4 A G Q o 0 0
4 4 0 0
ELEVATION m ti
TYPICAL ELEVATION In w
75.75"MAX. TYPICAL Z kb Z
DOOR WIDTH O Z 2 v
33.625"MAX. O u w
D.L.O.WIDTH a p O p
H v
RKT
0.8125"O.A. � v 0 p v
INSULATED GLASS w in o w
o ccu I=- r
u
UJ
CO
GLAZING TAPE co LLi
D F E Z
5 5 5 0.5'GLASS BITE
88.375° 95.50" ` ���o ...., ti/ 9
g MAX.
MAX. "X" "O"
\ / I DOOR ., ;1 0<6-'`�
HEIGHT HEIGHT
- - --_- -- - -- -----_-- --- -- GLAZING DETAIL--- --_ - --- - �:" - �-�.•� ��� -
PR
NOTES: 111( �
1. GLASS THICKNESS AND TYPE MAY VARY PER ASTM E 1300 '13^. V) m Z LU
LU u)
§ y �/ REQUIREMENT GLASS CHARTS. ¢N Z Dt ¢F
Z 2. ALL GLAZING CONFIGURATIONS SHALL COMPLY WITH SAFETY o u
A G GLAZING REQUIREMENTS OUTLINED IN THE CURRENT FBC. DWG#:
a a ATR023
ELEVATION SHEET: 2 OF 5
TYPICAL
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2.00"MAX.FROM 8.09 MAX. URUUM
CORNERS,TYP. � I
FC O. .,TYP.
300 WELCOME CENTER BLYO,
WELCOME,NC 27374
2.00"MAX.FROM PH,(214)637-2696 FX.'(214)424-6734
CORNERS,TYP. /� // M
o Myy �yy
ma I� N O S
—18.00"MAX. m a o a g
O.C.,TYP. -c g Us'�
Xo Q„ =, O z¢2
Z W U
18.00"MAX. m Q z m Q a m
6.00"MAX.FROM O.C„TYP. %n ¢ Lu m a z
CORNERS,TYP. Q W 4
w
cz M a
r L
6,00"MAX.FROM m N
CORNERS,TYP. T // % p Ck
N '0 ai
i C) 0
ANCHOR LAYOUT m ti
NAILING FIN :T8.0O.'MAX V)
O.C.,TYP. z w Z
o a: q
O
H a
CO p
2 MAX.FROM u Q vQ v
CORNERS, 10.00"MAX.
TYP. O.C.,TYP. Lu of
W `n 2 w
N w 0 s
iy- N iE
2.50"MAX.FROM
lL Cm co ta
to
g CORNERS,TYP. T
ANCHOR LAYOUT - %511 IZ, � Q
g THROUGH FRAME y(
—i10.00"MAX, Q ,.........�/ �i
O.C.,TYP.
pRcF
x
Y/I F M 9IILe)11 Co Lu
Q n! Z� y u- Q I"
xx uZ
5 a v %n
ANCHOR LAYOUT owe#:
A TRO 2 3
NAILING FIN
'APPLICABLE ONLY TO 74.75"X 95.5" SHEET., 3 OF 5
CONFIGURATION
AMMUM
2X WOOD FRAME: 11/2"MIN.EMBEDMENT 11/4"MIN.EMBEDMENT1119-11
BY OTHERS 1/4"MAX.SHIM SPACE
#10 PAN HEAD WOOD SCREW 1/4"MAX.SHIM SPACE CAULK BETWEEN IX WOOD BULK
INSTALLATION ANCHOR 300 WELCOME CENM BLVb
INTERIOR CONCRETE/MASONRY BY OTHERS WELCOME.NC 27374
PH:(214)637-2696 FX:(214)424-6734
N
INTERIOR
N 2 1/2"MIN.EDGE 00. - +DISTANCE _V�c_ V)6 8
3/4..MIN. 1 ¢ 0
oaf s
EDGE DISTANCE Z In m
tb z th
zw,
mz'D
SEE GLAZING 0 z;$ z
--DETAIL X Lu -,c Z
- a cl,o.�c
TAPCON LU Lu Z3
-3 16 ITW
. . . . . . . . . . .
INSTALLATION ANCHOR.. . . . ... . . . . . Lu
. . . . . . . SEE GLAZING—/� P
. . . . . . . . . .
. . . . . . . . . .
SHEATHING EXTERIOR DETAIL IX WOOD BUCK CO. cu.
8.
BY OTHERS
EXTERIOR FINISH BY OTHERS(OPTIONAL) 'o N 0
BY OTHERS EXTERIOR EXTERIOR FINISH
I PERIMETER CAULK BY OTHERS m U)
PERIMETER CAULK
aBY OTHERS O.A.DOOR WIDTH O.A.DOOR WIDTH
BY OTHERS Lu Lu o �!
z tb Z
("ORIZONTAL SECTION HORIZONTAL SECTION z
JE_-�H 0 z m u
2X WOOD FRAME-JAMB 5 CONCRETE/MASONRY-JAMB 0 U Lu z
0 tu
'o 0
0
>
INTERIOR Lu (n 2
INTERIOR O.A.DOOR HEIGHT w—
p
1/4"MAX. EXTERIOR FINISH u LO ,
SEE GLAZING--, , SHIM SPACE BY OTHERS uj
CoLL CO
SEE GLAZING LL
PERIMETER CAULK—\
DETAIL DETAIL-1-1 BY OTHERS
#10 TEK SCREW
INSTALLATION
ANCHOR ........
> d
THREE(3)THREADS
SEE GLAZING
SEE GLAZING MIN.PENETRATION
EXTERIOR• DETAIL EXTERIOR DETAIL BEYOND STEEL STRUCTURE
P,
THRE
E
.�'ON�
fill 3/4"MIN.EDGE Lu(T)HORIZONTAL SECTION ("ORIZONTAL SECTION V) Co Z
MEET NG STILE MEETING ST LE u-
1 1 04 M tj z
ALUMINUM[REINFORCEMENT �5
STEEL REINFORCEMENT V)
NOTE:FOR USE WITH PANEL SIZES NOTE:CAN BE USED WITH ALL PANEL SIZES
HORIZONTAL SECTION DWG#:
UP TO 37.125"X 79.6875" WITH A 5STEEL STUD-JAMB
ATR023
DESIGN PRESSURE OF 35 PSF ALTERNATE FIN INSTALLATION(-NP.)
SHEET: 5
5 OF 5
3/4"MIN.
2X WOOD FRAME EDGE DISTANCE ATRUUM
BY OTHERS 3/4"MIN.
#10 PAN HEAD WOOD SCREW #10 TEK SCREW
SHEATHING INSTALLATION ANCHOR EDGE INSTALLATION ANCHOR
BY OTHERS DISTANCE
EXTERIOR FINISH i 7W WELCOME,NC WELCOME 27374Lw
BY OTHERS EXTERIB OTHERS THREE(3)THREADS
1 1/2"MIN- PH:(214)637-2696 FX:(214)424fi731
MIN.PENETRATION
PERIMETER CAULK---"",, EMBEDMENT PERIMETER CAULK BEYOND EEL STRUCTURE °C
BY OTHERSBY OTHERS o
::.
.; DST
# qmq
1/4"MAX. 1/4"MAX. a a=LL x
SHIM SPACE SHIM SPACE �
ZLwu
O.A. O.A.
_DOOR EXTERIOR DOOR EXTERIOR _ _ ' c" °_°a Q m
HEIGHT ( HEIGHT ) ^ _ 1� �-�]w-o
SEE GLAZING SEE GLAZING
DETAIL DETAIL CO N
o 0 0
INTERIOR 0 O
INTERIOR
CO y J
VERTICAL SECTION �� VERTICAL SECTION z w w
4 2X WOOD FRAME-HEAD 4 STEEL STUD FRAME-HEAD O Z H Z =
u w Z
In Lu o O
O
EXTERIOR a a
SEE GLAZING ('•"(
LAZI G N � O ,
DETAIL Lu u ou w u
Lu
EXTERIOR / \/ \ INTERIOR N E
O.A. CO u
O.A. ) ^ INTERIOR DOOR \ 1 w co Lu
L
DOOR HEIGHT
\ SEE GLAZING
HEIGHT o
— DETAIL p
SEALANT OVER Q , �ZII ►�/p9� u
= Q SCREW g�
1/4"MAX. �,.........,. �/ C'i
1/4"MAX. r HIM SPACE l
SHIM SPACE
PERIMETER CAULK 3/4"MIN.
�.. BY OTHERS
EDGE DISTANCE Z •b
PERIMETER SEALANT °; �` €€
BY OTHERS 1 1/4"MIN. EXTERIOR FINISH �cy�''••.
a; EMBEDMENT BY OTHERS ., #8 PAN HEAD WOOD SCREW �� y PR
PRECAST SILL SHEATHING `+': INSTALLATION ANCHOR I�I m Z L
g tn
BY OTHERS 3/16"ITW TAPCON BY OTHERS N Z V) Y IL <H
x 21/2"MIN.EDGE 2X WOOD FRAME 1 1/2"MIN. a N 3 =2 u Z
DISTANCE INSTALLATION ANCHOR BY OTHERS EMBEDMENT o u
q�VERTICAL SECTION G VERTICAL SECTION DW6,#:
4 CONCRETE-SILL 4 2X WOOD FRAME-SILL
ALTERNATE FIN INSTALLATION(TYP.) SHEET;
^ OF 5
� �t