HomeMy WebLinkAboutSUBMITTED PAPERSDATE. �b
—o
PERMIT NUMBER:' I y I
-gT
SCANNED
BY,
St. Lucie County
PLANNING & DEVELOPMENT SERVICES DEPARTMENT
BUILDING & CODE REGULATIONS DIVISION
2300 Virginia Avenue
Fort Pierce, FL 34982
(772) 462-1553
APPLICATION FOR REPLACEMENT OF
WINDOWS, SKYLIGHTS, DOORS & OVERHEAD GARAGE DOORS
1. LOCATION/SITE ADDRESS: 1=2 S. C an l�r - — 5 �)4- Serr-Ea R
2. PARCEL ID NUMBER: 2-,5-DZ -7Cd W? ':; d 00Le
3. DESCRIPTION OF PROJECT OR WORK ACTIVITY:
AAA Orpv Aed Jwf.S
4. TYPE OF STRUCTURE: SIR MOBILE HOME OTHER
i
5. OWNERS INFORMATION 6. CONTRACTOR'S INFORMATIOON
Name: V �V 1 �A- - FL Reg/Cert
,yyy� ( Coun �� -n��
Address:
1(�,nt�Kl�(/ Ja . I�pC, IA tyCert #-
9.
CityState:����
_ Business Name: C/,a Ul��^
Zip: Phone: Phone Number -
Windows, Swing Doors,
Skylights, Fixed Glass
Opening Design Pressure
A.S.C.E - 7
Design
Pressure
Product
Manufacture
Model #
Method of Attachment #
Florida Product Approval #
120 mph
1130 mph
1140 mph
Windows & Skylights
Exposure Be-
-'7-
G�
Exposure C
Overhead Garage Doors
< 30' - F.B.C. Table 1609.6 (1) + 1609.6 (2)
B- Size
C- Size
7. VALUE OF CONSTRUCTION: $ r FEES DUE: 9 ---) O L J
RECEIPT: 13 et' a) -
OWNER'S AFFiDAvrr: I certify that all of the information contained in this application is correct and that all work will be done in
compliance with all a licable laws regulating constructio4and zoning.
FQUALIFIBR70WNER.
PRINT QUALIFIERS/OWNERS NAME G O;.
T r
STATE OF FLORIDA, COUNTY OF l L- �� vv'\ /��
HAS PRODUC ACKNOWLEDGED BEFORE ME THIS AS DENTOIFICATION. 2 BYM Jr fM� f "V HO IS PERS( NALt�LY TOWN TO ME OR WHO
siGNATUR'E dF ROTARY TYPE OR PRINT NAME OF NOTARY
TITLE: NOTARY PUBLIC COMMISSjq j' k% iIBER BNNF l
I: o;
�-�: • r : •*: MY COMMISSIO # 6
�F
NOTICE TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF •. " MEJWplAt:4 y'1' I YOUR PAYING
w.�� Bonded Tbro Notary Public Underwriters
x
CIVIL - STRUCTURAL - MARINE
ENGINEERING, LLC
SLIDER DOOR REPLACEMENT
SUBMITTAL, BOOK
FOR
MIRAMAR CONDOS
ST. LUCIE COUNT::}
PROJECT.
EXTERIOR SLIDER DOOR
REPLACEMENT FOR UNIT #504
0 SHEA RESIDENCE
CODE:
FLORIDA BUILDING CODE (FBC 2007)
WITH 2O09 SUPPLEMENTS
AND ASCE 7-05
DESIGN PARAMETERS:
WL=140 'VP H
EXP. "C"; 1 = 1.0
CSM ENGINEERING
189 S.W. MONTEREY ROAD
STUART',. FL 34994
772-220-4601
JLftY AN PERKINS 04TE:
FLORIDA REGISTERED PROFESSIONAL ENGINEER #62332
Building Permit #
Planning & Development Services Department
Building & Regulations Division
Product Review Affidavit
'Owners Name (K CU'XI Cp Applicant:
i
Product
Opening Design
Pressures,
Product Rated
Desi n Pressure
Manufacturer
Model Number
Product Approval
Number
Glass
Type
Method of Attachment
Windows
Mullions
Fixed Glass
Block Glass
Skylights
i
Sliding Glass Doors
Swing Type Doors
t �--- 53 pw
-100 --?o ps -
SOO 0
O $ - 0fe %'6
X*.'p4c
CcmG4-e Se *, At' K,1 a >c
French Doors
Garage Doors
Hurricane Protection
i
Roof Ventilation
Roofing Material
I have reviewed the above eomponents.or cladding and I have approved their use in this structure. These products provide adequate resistance to the
wind loads and forces specified by current code provisions. .
Name: YcAds9 / j�1/' ,.rl,s Signature: mot, It
�'c/
Design Prof: S � - t i'l'e� Cert. No. I � 3 � c�. Date:
seal
ome4jt
REAR. OF BUILDING IS FACING EAST
GLASS SLIDER ENTRY DOOR TO BE REPLACED INTERIOR UNITS
SIZE: 144" X 80° SLIDER DOOR LOCATIONS TYPICAL EACH FLOOR
IMPACT - 5000. SERIES NOA#08-0630.02 ONLY DOORS LISTED IN THE CHART ARE TO
BE REMOVED AND REPLACED.
WIND PRESSURES
SLIDER
POSITIVE PRESSURE
NEGATIVE PRESSURE
FLOOR HT. (FT.)
DOOR
53 PSF
-53 PSF
100'-0"
GENERAL AND STRUCTURAL NOTES:
1.'ALL CONSTRUCTION SHALL BE DONE INACCORDANCE WITH THE
2007 FLORIDA BUILDING CODE, WITH 2O09 SUPPLEMENTS.
2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS ON SITE
BEFORE CONSTRUCTION HAS BEGUN. ALL OBSERVED DISCREPANCIES
'HALL BE REPORTED IMMEDIATELY TO THE ENGINEER.
3. DOORS TO ATTACH TO EXISTING STRUCTURE WITH 1./4.0 CONCRETE SCREWS WITH
MIN. 1-1/2"'EMBEDMENT PER NOA#08-0213-1 & NOA#08-0630.02
CHART OF UNITS TO REPLACE SLIDER DOORS:
UNIT #
3000 SERIES
5000 SERIES
IMPACT
X
NON —IMPACT
102
105
X
305
x
504
X
704
i
802
X
805
PROJECF. '
MIRAMAR SLIDER
DOOR REPLACEMENT
10,000 S. OCEAN DR.
JENSEN BEACH, FLORIDA
772-229-1330
CES00 er: M TNAW1 er, 00
CIEOIEO If/: JP ROT GATE: II-od-1011
R\9JOER DOOR UFAW WIER WAN
SCALE: AS SIM MOIEC 11 .
THE ENONEER KREDf ERPRESgT RESERVES HIS C04xOR UR
COPrWwr ANO ONEa FROPfarc WGMS. 11ESf PTN15 /NO EaARfgS AaE
NOT TO RE RTPR000LE0, tHANCEO, COPED, DR ASSR@EO 10 ANY T%
PARrr N ANf TON OR w ER MISOEVER WTMW RRST OarNNN6 THE
EMUS WRITTEN PERWSMN AND CORSENT Of CSL DIVICERS. LLG
I" DOW�ENi. THE IDUS AND OESVIS NCORP 0TEO HERON, AS AN
INSiMIUENi Q PROFE59D11AL SERVKE. 6 THE PROPERR' ai CSY ENONEERS,
LLC AND IS HOT TO BE USED, N WI06E OR N PARE FOR AW OTHER
PROTECT WIHOIT TIE WRITER ANTHOI67AMN Of CSR ENONEERNG. LLG
CSM EMTIEERS, QC WPRRGHI i2010
ALL OTIENM SHINE 6E VERfEO N TNC REID BY THE CONTRACTM THE
CWINACipt 6 RESPONSIBLE fOR TIE coam Wryl GE' AlL DNFx5gx1
AE SCALES NDTEATED PERIM TO 24VV PLOTS
CIVIL - STRUCTURAL MARINE
ENGINEERINt3, LLC
CSM ENGINEERING, LLD
189 SW MONTEREY RD
STUART. FLORIDA 34994
PH: 772.22b , 4601 F%:772.220,4603
YASW.CSMENGINEERS.COM
CDTRRCATE T Al31 MMPON: M6263
11A
UDY ANN OERKINS DATE
ROWW RED6IEIED PROFESS K ENGEEER Eq. 62331
SHEET mE:
SLIDER DOOR NOTES & DETAILS
SEEr �:
Planning & Development Services Department
Building & Code Regulations Division
2300 Virginia Avenue
- Fort Pierce, FL 34982
772462-1553
Design Certification for Wind Load Compliance
This Certification must be completed by the project design architect or engineer. This Certification must be
submitted in duplicate with all applications for building permits involving the construction of new residence
(single or multi- family), residential addition, any accessory structure requiring a building permit, and any
nonresidential structure. This Certification shall not apply to interior renovations (provided that no exterior
structural walls, columns or other components are being affected) and certain other minor building permits. For
further assistance, please contact the Building Inspection Office at (772)462-1553
Pro)ecri�Iame._--
ottr
Street Address
(Qpop SD a--wigr)r-.J
Permit Number
J -e_KS
Occupancy Type
FL
I Construction Type
Certification Statement:
I certify that, to the best of my knowledge and belief, these plans and specifications have been designed to
comply with the applicable structural portion of the Building Codes currently adopted and enforced by St. Lucie
County. I also certify that structural elements depicted on these plans provide adequate resistance to .the wind
loads and forces specified by current code provisions.
Design Parameters and Assumptions Used: (Please check or complete the appropriate box.)
1 Florida Building Code 20P 7_Edition with 20L�l I Supplements and ASCE 7 " 015-
2. Building Design is: Enclosed: _ Partially Enclosed: Open Building:
3. Mean Roof Height: 100 'n+ Roof Pitch: F [ #-+ Internal Pressure Coefficient:
4. Width of End Zone: f— Wind Speed: ` Y® (3 sec. gust)
5. Building Classification Table 1-1. ASCE 7 -7L FBC Table 1604.5
6. Wind Exposure Classification: C. Adjustment Factor for Exposure & Height: Ia,&
7. Components & Cladding Wind Pressure on Roof Zone 1 ` 2 3. PSF
8. Components & Cladding Wind Pressure on Wall Zone 4 +l n5 PSF
9. Components & Cladding wind Pressure on Overhead Garage Door PSF
10. Loads: Floor PSF Roof/dead PSF Roof/live PSF
11. Shear Walls Considered for Structure? Yes No (if No, attach explanation)
12. Continuous Load Path.provided? Yes No (if No, attach explanation). 1d}'fit �' eCP
13. Are Component and Cladding Details Provided? Yes )4 No. (if No, attach explanation) S�tr S
14. Minimum Soil Bearing Pressure: 'Presumptive: By Test: PSF
As witnessed by my seal, I hereby certify that the information included with this certification is true and
correct, to the best of m``y�� knowledge and belief.
Name: �� "1 ��'` k C r `g Cert #
Design Firm • C SDI' ` G 11 1 el P_ e4 ( Date•
SLCCDV Form # 020-00 SEA
Revised 2/27/09 (CL)
Revised 6/11/2010 (IS) j
11 ��
COl1N1'Y
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
MIAMI—DADE COUNTY, FLORIDA
METRO—DADE FLAGLER BUILDING
140 WEST FLAGLER STREET, SUITE 1107
MIAMI, FLORIDA 33130-1563
(305) 3754902 FAX (305) 372-6339
NOTICE OF ACCEPTANCE (NOA) www.miamidade.Govlbuildingcode
Southeastern Door. Company
1505 Commerce Lane
P. O. Box 794
Jupiter, FL 33458
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed by Miami -Dade County Product Control
Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami -Dade County and
other -areas where allowed by the Authority Having Jurisdiction (AHJ).
This NOA shall not be valid after the expirationdate stated below. The Miami -Dade County Product
Control Division (In .Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County)
reserve the right to have this product or material tested for quality assurance purposes: If this product or
material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and
the AHJ may immediately revoke, modify, or suspend the use of'such product or material within their
jurisdiction. BORA reserves the right to revoke this. acceptance, if it is determined by Miami -Dade County
Product Control Division that this product or material fails to meet the requirements of the applicable
building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code, including the High Velocity Hurricane Zone.
DESCRIPTION: Series "Atlas Plus Series 5000" Aluminum Sliding Glass Door - S.M.I.
APPROVAL DOCUMENT: Drawing No. 09 220RI; titled "Atlas Plus Series 5000 Aluminum Sliding
Glass Door Small Missile Impact", sheets 1 through 13 of 13, prepared by EngCo. Inc., dated 02/05/10,
signed and sealed by Pedro De Figueiredo, P. E., bearing the Miami -Dade County Product Control Revision
stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product
Control Division.
MISSILE IMPACT RATING: Small Missile Impact Resistant
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and
following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed; then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by, the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises and renews NOA No. 03-0527.08 and consists of this page I and evidence pages. E-1,
E-2 and E-3, as well as approval document mentioned above.
The submitted documentation was reviewed by Jaime D. Gascon, P. E.
NOA No. 08-0630.02
MIAMI-DADE COUNTY .J r Z a I Io Expiration Date: June 26,2013
Approval Date: March 03, 2010
�' -Page 1
Southeastern Door Company
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No. 09-226R1, titled "Atlas Plus Series 5000 Aluminum Sliding Glass Door
Small Missile Impact", sheets 1 through 13 of 13, prepared by EngCo. Inc., dated
02/05/10, signed and sealed by Pedro De Figueiredo, P. E.
B. TESTS
1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94'
2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Small Missile Impact Test per FBC, TAS 201-94
5) Large Missile Impact Test per FBC, TAS 201-94
6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 _
7) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202-94
along with marked up drawings and installation diagram of a Aluminum Sliding Glass
Door, prepared by Hurricane Test Laboratory, Inc., Test Report No.
HTL 0151480148, dated 02/12/09, signed and sealed by Vinu J. Abraham, P. E.
2. Test reports on: 1) Uniform. Static Air Pressure Test, Loading per FBC, TAS 202-94
2) Small Missile Impact Test per FBC, TAS 201-94
3) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked —up drawings and installation diagram of a Aluminum Sliding Glass
Door, prepared by Hurricane Test Laboratory, Inc., Test Report No.
HTL 0151490549, dated 10/19/09, signed and sealed by Vinu J. Abraham, P. E.
3. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94
2) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked —up drawings and installation diagram of a Aluminum Sliding Glass
Door, .prepared by Hurricane Test Laboratory., Inc., Test Report No.
HTL 0151-0909-01, dated 09/07/01, signed and sealed by Vinu J. Abraham, P. E.
(Submitted under previous NOA No. 03-0527.08)
4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
3) Water Resistance Teat, per FBC, TAS 202-94
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading. per FBC, TAS 203-94
6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202-94
along with marked —up drawings and installation diagram of a Aluminum Sliding -Glass .
Door, prepared by Hurricane Test Laboratory, Inc., Test Report No.
HTL 0151-1105-01, dated 12/12/01, signed and sealed by Vinu J. Abraham, P. E.
(Submitted under previous NOA No. 03-052;7.08)
Jaime D. Gascon, P. E.
Chief, Product Control Division
NOA No. 08-0630.02
Expiration Date: June 26, 2013
Approval Date: March 03, 2010
E -1
Southeastern Door Company
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS (CONTINUED)
5. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
2) Large Missile Impact Test per FBC, TAS 201-94
3) Cyclic Wind Pressure. Loading per FBC, TAS 203-94
along with marked —up drawings and installation diagram of a Aluminum Sliding Glass
Door, prepared by Hurricane Test Laboratory, Inc., Test Report No.
HTL 0151-1209-02, dated 12/12/02, signed and sealed by Vinu J. Abraham, P. E.
(Submitted under previous NOA No. 03-0527.08)
6. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
2) Small Missile Impact Test per FBC, TAS 201-94
along with marked -up drawings.and installation diagram of a Aluminum Sliding Glass
Door, prepared by Hurricane Test Laboratory, Inc., Test Report No.
HTL 0151-0117-03, dated 01/14/03, signed and sealed by Vinu J. Abraham, P. E.
(Submitted under previous NOA No. 03-0527.08) .
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 2007,
prepared by EngCo. Inc., dated October 30, 2009 and February 05, 2010, signed and
sealed by Pedro De Figueiredo, P. E.
Complies with ASTM E1300-04
D. QUALITY ASSURANCE
1. Miami —Dade Building Code Compliance Office (BCCO).
E. MATERIAL CERTIFICATIONS
I. Notice of Acceptance No. 09-0312.03 issued to E.I. DuPont DeNemours. & Co., Inc.
for their "DuPont Sentry Glass® Interlayer" dated 05/13/09, expiring on 01/14/12.
2. Notice of Acceptance No. 09-0312.02 issued to E.I. DuPont DeNemours & Co., Inc.
for their "DuPont Butacite®.PVB, Interlayer" dated 05/13/09, expiring on 12/11/1.0.
F. STATEMENTS
1. Statement letter of conformance and no financial interest, dated October 30, 2009,
signed and sealed by Pedro De Figueiredo, P. E.
2. Laboratory compliance letter for Test Reports No.'s HTL 0151— 0801— 08 and
HTL 0151-0905-09, issued by Hurricane Test Laboratory, Inc., dated February 12
and October 19, 2009, signed and sealed by Vinu J. Abraham, P. E.
!��4 �-- I
Jaime D. Gascon, P. .
Chief, Product Control Division
NOA No. 08-0630.02
Expiration Date: June 26, 2013
Approval Date: March 03, 2010
E -2
Southeastern Door Company
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS (CONTINUED)
3. Laboratory compliance letter for Test Reports No.'s HTL 0151— 0909 — 01,
HTL 0151-1105-01, HTL 0151-1209-02 and HTL 0151-0117-03, issued by
Hurricane Test1aboratory, Inc., dated 09/07/01, 12/12/01, 12/12/02 and 01/14/03,
signed and sealed by Vinu Abraham, P. E.
(Submitted under previous NOA No. 03-0527.08)
G. OTHERS
1. Notice of Acceptance No. 03-0527.08, issued to'Southeastern Door Company their
Series "Atlas Plus Aluminum Sliding Glass Door — SMI", approved on 06/26/03
and expiring on 06/26/08.
" Jaime D. Gascon, PA.
Chief, Product Control Division
NOA No. 08-0630.02
Expiration Date: June 26, 2013
Approval Date: March 03, 2010
E -3
GENERAL NOTES: FLORIDA BUILDING CODE 2007
1- CODE: THIS PRODUCT HAS BEEN TESTED AND DESIGNED
IN ACCORDANCE WITH THE FLORIDA BUILDING CODE 2007
INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ).
2- DEFINITION, THIS PRODUCT IS AN ALUMINUM SLIDING
GLASS DOOR DESIGNED, CONSTRUCTED AND TESTED
PROVIDING PROTECTION FROM HURRICANE FORCE WINDS AND
WIND BORNE DEBRIS (SMALL MISSILE) WITHIN THE
ALLOWABLE DESIGNED PRESSURES AND LIMITATIONS STATED
IN THIS APPROVAL. INSTALLATION OF HURRICANE
PROTECTION DEVICES ARE REQUIRED FOR INSTALLATIONS
BELOW 30' ELEVATION.
3- POSTINGS
'SOUTHEASTERN DOOR COMPANY
JUPITER - FLORIDA
DADE COUNTY PRODUCT CONTROL APPROVED'
4- DESIGN`L:OADS+' THE DESIGNED LOADS MUST BE
CALCULATED BY.A'PROFESSIONAL ARCHITECT OR ENGINEER
FOR EACH SPECIFIC PROJECT, THE CALCULATED DESIGNED
PRESSURE MUST NOT EXCEED THE PRODUCT DESIGNED
RATING PRESSURE.
5- MATERIAL, ALL ALUMINUM PARTS TO BE 6063-T6 ALLOY
OR AS NOTED AND GLAZING TO BE LAMINATED IMPACT
GLASS AS SPECIFIED ON THIS APPROVAL.
6- FASTENERS, ASSEMBLY SCREWS AND ANCHORS SHALL BE
AS SPECIFIED IN THE CURRENT SET OF DRAWINGS,
INSTALLATION AND LOADS AS PER THIS APPROVAL. ANCHOR
SPACING AND LOADS MUST NOT EXCEED THE MAXIMUM
LIMITS SPECIFIED BY THIS APPROVAL,
7- USE- IT SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR, ARCHITECT OR ENGINEER OF RECORD TO
VERIFY THE FOLLOWING,
7.1- THE STABILITY OF THE STRUCTURE WHERE THE
PRODUCT IS TO BE ATTACHED INSURING PROPER
ANCHORAGE.
7.2- THE SITE SPECIFIC PROJECT CRITERIA, SUCH AS
BUT NOT LIMITED TO, LOCAL CODE REQUIREMENTS,
DESIGNED PRESSURES ETC.
7.3- THAT THIS APPROVAL IS ADEQUATE TO THE
SPECIFIC PROJECT.
8- 33 1/3% INCREASE IN ALLOWABLE LOADS HAVE NOT
BEEN USED IN THE DESIGN OF THE ANCHORS FOR THIS
PRODUCT APPROVAL, HOWEVER, WOOD SCREWS WITH 1.6
INCREASE FOR WIND LOAD DURATION HAVE BEEN USED,
9- DISSIMILAR MATERIALS, MATERIALS, INCLUDING BUT
NOT LIMITED TO STEEL, THAT COME IN CONTACT WITH
OTHER DISSIMILAR MATERIALS SHALL MEET THE
REQUIREMENTS OF 2007 FLORIDA BUILDING CODE.
DOOR ELEVATIONS WITH OPERABLE AND FIXED MODULES CONFIGURATIONS
5 OR MORE MODULES
-1 MODULE I---
0_0
milli 11
--I MODULE I--
4 MODULES
0 X X 0
--� MODULE �-
3 MODULES
--I MODULE I-
2 MODULES
0 X
--� MODULE I--
0 x x 0 0 x x x x
MODULE --� MODULE MODULE �-
0 X X X x O X X X X X X
---{ MODULE MODULE MODULE r--
DOOR CAN BE CONFIGURED WITH AS MANY MODULES AS THE TWO, THREE, FOUR OR FIVE TRACK SYSTEM CAN FIT
DESIGN RATINGS:
SHEET
TABLE
DESCRIPTION
1
RATING FOR 4 OR 3 DOOR MODULES WITH REINFORCEMENT
2
1
RATING FOR 2 DOOR MODULES WITH REINFORCEMENT
lA
RATING FOR MORE THAN 4 DOOR MODULES WITH REINFORCEMENT
2
RATING FOR 4 3 OR 2 DOOR MODULES WITHOUT REINFORCEMENT
B
3
RATING FOR ANCHORAGE INTO 2 TRACK
9
4
RATING FOR ANCHORAGE INTO 3, 4 & 5 TRACKS
NOTES.
1- DESIGN RATING WILL BE THE LOWEST PRESSURE FROM APPLICABLE TABLES
2- PLEASE REFER TO SHEET 6 FOR FURTHER POSITIVE PRESSURE LIMITATION DUE TO THRESHOLD HEIGHT.
TABLE OF CONTENTS:
SHEET
DESCRIPTION
SHEET
DESCRIPTION
1
GENERAL NOTES, TYPICAL ELEVATIONS
8
FRAMING ANCHORAGE RATING AND SCHEDULE
2
DESIGN RATING TABLES 1, IA AND 2
9
FRAMING ANCHORAGE RATING AND SCHEDULE
3
SECTION DETAILS
10
DOOR FRAMING COMPONENTS.
4
SECTION DETAILS & GLAZING DETAILS
11
DOOR SASH COMPONENTS AND BILL OF MATERIALS
5
FRAMING ANCHORAGE DETAILS
12
DOOR HARDWARE
6
FRAMING ANCHORAGE DETAILS
13
DOOR & FRAMING ASSEMBLY
7
FRAMING ANCHORAGE DETAIS
MANUFACTURER:
S®E
SOUTHEASTERN
NenNeWre,a al6npe�! ResivAnt 56Grp CJnsf OO W9
1505 COMMERCE LANE, P.O.
BOX 794
JUPITER, FLORIDA 33458
PHONE: (561) 746-5493
FAX: (561) 575-1826
PRODUCT:
ATLAS PLUS
SERIES 5000 ALUMINUM
SLIDING GLASS DOOR
SMALL MISSILE IMPACT
Engineering:
Krtq(C Jnr.
CA 811ee'II�N'bty,�
697'IW tURE
P OL
a ` No. 2609
z-��E..&► ttt
09
DRAFTING, 5i8
PK DRAFTING & MORE
MIAMI-DADE BCCO:
PRODUCTR&VISED
m complying with the Florida
Building Code
AcceptEd&
No
(
BY _
MiantlProduct Contort
Divbion
Date: 02/05/10
Scale: NA
Design by: PPMF
Drawing Number
09=220R1
SHEET
1 of 13
TABLE 1
2 DOOR MODULES W/ REINFORCEMENT
4 OR 3.00OR MODULES W/ REINFORCEMENT
SECTIONS 7 AND 6
# OR DOOR MODULES
rni io a. T Po r TUn
MODULE
WIDTH
FRAME
HEIGHT
PD RATING
PD RATING
GLASS
TYPE
(+)
(-)
(+)
I (-)
30
80
90, 0
100. 0
90. 0
100.0
B C
84
90, 0
IGO. 0
90. 0
100.0
-B-C-
96
90, 0
100. 0
90, 0
100. 0
B C
100
90. 0
100. 0
90. 0
100. 0
B C
104
90. 0
97, 6
90. 0
100. 0
B C
108
7TT 7
83. 7
0. 0
0. 0
H C
120
54. 6
54.6
66. 2
66.2
B C
36
80
90, 0
100.0
90. 0
100. 0
B C
84
90. 0
100. 0
90. 0
100.0
B C
96
90. 0
100. 0
B C
100
90, 0
970
1
B C
104
82.6
82.6
90. 0
100, 0
B C
108
70. 7
70. 7
65..7
8
B C
120
T-6 0
46. 0
5. 8
5. 8
B C
42
80
90.0
100. 0
90. 0
100. 0
B C
84
90, 0
100. 0
90. 0
100. 0
B C
96
90. 0
98. 7
90.0
100. 0
B C
100
84. 7
84. 7
90.0
100, 0
B C
104
72. 0
72. 0
B C
108
61. 6
61. 6
74. 7
74. 7
B C
120
40.0
40:0
48.4
48.4
C
48
80
go. 0
too. 0
90. 0
100. 0
B C
84
90. 0
100. 0
90.0
100. 0
B C
88
90,0
98. 2
90.0
100, 0
B C-
92
90, 0
93. 9
90. 0
100. 0 1
-B C
6
90. 0
90. 0
go. 0
100. 0
B C
100
70.0
75.8
70.0
91. 9
C
104
64, 3
64.3
70. 0
78. 0
C
105
60, 6
60. 6
70. 0
73. 4
C
52
80
90. 0
99. 7
90, 0
100, 0
B C
84
90. 0
94, 9
90. 0
100.0
B C
88
90, 0
90. 6
C
97. 5
70. 0
79, 2
C
60
80
70.0 1=6.4
C
82
/U.0
84.3
C
84
70. U I
'82. 3
C
NOTE- MODULE WIDTH WINCHES
FRAME HEIGHT IN INCHES
PRESSURE RATING IN PSF
2' THRESHOLD LIMITED TO +50 PSF
EXAMPLE�TABLES 1 AND 2
192X96 DX-XO - 4 MODULES
MODULE WIDTH= 192/4= 48' // FRAME HEIGHT= 96'
DESIGNED PRESSURE +90, -90 PSF W/ REINF.
DESIGNED PRESSURE +70, -70 PSF W/OUT REINF.
EXAMPLE -TABLES 1 AND 2
96X96 OX - 2 MODULES
MODULE WIDTH= 96/2= 48' // FRAME HEIGHT= 96'
DESIGNED PRESSURE +90, -100 PSF W/ REINF.
DESIGNED PRESSURE +70, -70 PSF W/OUT REINF.
EXAMPLE -TABLES 1A
28SX96 OXX-XX❑ - 6 MODULES
MODULE WIDTH= 288/6= 48' // FRAME HEIGHT= 96'
DESIGNED RATING= ±70 PSF W/ REINF.
TYPICAL ELEVATION AND DESIGNED PRESSURES
DW - DOOR WIDTH
MODULE MODULE MODULE MODULE .MODULE MODULE
WIDTH WIDTH WIDTH WIDTH WIDTH --f- WIDTH
1
1
�
d
�
3
O
x
k
4
x
5
4
4
7
n
Jn � wrR F. ILIZ
DM= DW / NUMBER OF MODULE
SEE SHEET 3 AND 4 FOR DETAILS
TABLE1A
MORE THAN 4 DOOR MODULES W/ REINFORCEMENT
SECTIONS 7 AND 6
MODULE
WIDTH
FRAME
HEIGHT
P➢ RATING
(+) (-)
GLASS
TYPE
30
80
90.0
100.0
B C
84
90.0
100. 0
B C
96
90.0
. 99. 6
B C
100
89. 1
89. I
B C
104
75.9
75.9
B C
108
65. 1
65. 1
B C
120
42.5
42.5
B C
36
80
90.0
100.0
B C
90. 0
100. 0
B C
86. 2
86, 2
B C
E
75.4
75,4
B C
64. 2
64.2
B C
55.0
55.0
B C
120
35. 8
35. 8
B C
42
80
90.0
96.0
B C
84
90. 0
91. 4
B C
96
76.8
76.8
B C
100
65.9
65.9
B C
104
56.0
56.0
B C.
108
47.9
47.9
B C
48
80
84.0
84.0
B C
84
8010
80.0
R C
Be
76.4
76.4
B C
92
73.0
73. 0
B C
96
70. 0
70. 0
B C
54
80
74. 7
74. 7
B C
85
70. 3
70. 3
B C
NOTE- MODULE WIDTH IN INCHES
FRAME HEIGHT IN INCHES
PRESSURE RATING IN PSF
2' THRESHOLD LIMITED TO +50 PSF
�F�
I
LON]
LTYPICAL DRAIN PAN
SEE SHEET 11 OF 13
TABLE 2
4.3 OR 2 DOOR MODULES W/OUT REINFORCEMENT
SECTIONS 4 AND 5
MODULE
WIDTH
FRAME
HEIGHT
PD RATING
<+)
(-)'I
GLASS
TYPE
30
80
70, 0
70.0
B C
84
70. 0
70.0
H C
96�770.070.0
B C
1070.0
B C
1070.0
B C
1065.1
B C
1242,
5
H C
36
80
70.0
70.0
B C
84
70.0
70.0
B C
96
70.0
70.0
B C
100
70.0
70.0
B C
104
64.2
64.2
B C
108
55. 0
55.0
B C
120
35.8
35.8
B C
42
80
70.0
70.0
B C
84
70.0
70.0
B C
96
70.0
70.0
B C
100
65.9
65.9
1 B C
104
56.0
56.0
B C
110
44.9
44.9
B C
48
80
70.0
70.0
B C
4
70. 0
70,0
B
88
70.0
70.0
B
92
70.0
70.0
B C
96
70.0
70.0
B C
54
80
70.0
70.0
B C
85
70.0
70.0
B C
NOTE. MODULE WIDTH IN INCHES
FRAME HEIGHT IN INCHES '
PRESSURE RATING IN PSF
2' THRESHOLD LIMITED TO +50 PSF
MANUFACTURER:
Sf
SOUTHEASTERN
MenWeeNrers W M yaC ReslsleM SYMp GhssWori
1505 COMMERCE LANE, P.O.
Box 7sa
JUPITER, FLORIDA 33458
PHONE: (561) 746.5493
FAX: (561) 575-1826
PRODUCT:
ATLAS PLUS
SERIES 5000 ALUMINUM
SLIDING GLASS DOOR
SMALL MISSILE IMPACT
Engineering:
+.Enq(�v Jnr
CA 8116 Ipsi�.ww
6971 WdSiuvi6NBBpW
No.
* c
DRAFTING:
PK DRAFTING a MORE
MIAMI-DADE BCCO:
90DUCrREVISED
s wmvlvim with the Florida
Date: 02/05/10
Scale: NA
Design by: PPMF
Drawing Number
09-220R1
SHEET
2of13
0
SEE SHEET 7 FOR HEADER
ANCHORING DETAILS MAXIMUM
1/4' SHIM
W3
O I I 2, 2A, 2B OR 2C
I I
HEADER �j j� W3
5 5
I
OPTIONAL it j
SCREEN
DOORwJU
'OUTSIDE INSIDE
F 1
= 1
L7 �
W
x
a o
W J
= A
z 8 B
3, 3A, 3B OR 3C
0 i
SILL I 1
J ,j '2'THRESHOLD
�i LIMITED TO+50PSF
II II I N
II II
10 i O
I I (U
SEE SHEET 6 FOR SILL W4 W4
ANCHORING DETAILS
MAXIMUM W3
1/4' SHIM
LOCK 11 INSIDE
w
� N
J
o W 9 OUTSIDE
wQ
N W3
w�
wo
w OPTIONAL 12
w¢
w 3A
rn 1, IA, LB 0R IC
JAMB LOCK STILE
OPERABLE MODULE
TYPICAL SECTION DETAILS
PART 7 WITH 1.75X1.25X.5
DUST PLUG AT EACH ENDS WAS
ATTACHED TO PART #6 WITH INSIDE
#lOxl-I/2' SS FH SPACED 3'
FROM EACH ENDS AND 16,' 6
MAXIMUM ON CENTER.
W511 r
13� 9�\ 1 11/-13
#I0XI/2' FH SS
6' FROM END
AND 24' OC
LOCK JW5 �
s---------r--- z
1 IIF---------
I I
IC II III ��
MEETING STILE
], 'I ICI r(j
^L
w/OUT
----- __--- ____ --IL---------� —v — ---
REINFORCEMENT
OUTSIDE OPTIONAL
SCREEN,DOOR
W3
INSIDE
L9 L11 13J
W3 OUTSIDE W1
W2 �
OPTIONAL 12 —E
1, 1A, 1B OR 1C q
#10-16xl' PHSMS
MAXIMUM SPACED AT 16'OC
-1/4' SHIM
0 0
JAMB LOCK STILE INTERLOCK STILE
FIXED MODULE W/ OUT
REINFORCEMENT
MANUFACTURER:
S 7m
SOUTHEASTERN
MonWxNrcrsdMpatl Reah}enf SbNg (`i1099 Q'YY9
1505 COMMERCE LANE, P.O.
BOX 794
JUPITER, FLORIDA33458
PHONE: (561) 746-5493
FAX: (561) 575.1826
PRODUCT:
ATLAS PLUS
SERIES 5000 ALUMINUM
SLIDING GLASS DOOR
SMALL MISSILE IMPACT
Engineering:
+FngC2ior Jnr.
CA 8116
6971 W.
Plant !(>
ENa �SF ;'PtIO
* _ N 52609
DRAFTING.
PK DRAFTING & MORE
MIAMI-DADE BCCO
IRODUCr REVISED
s comclvine with Ate Florida
------ Date:02/05/10
OPTIONAL Scale: NA .
SCREEN DOOR Design by: PPMF
Drawing Number
09-220R1
SHEET
3of13
TYPICAL SECTION DETAILS
20
INSIDE PART 7 WITH 1.75X1.25X.5
DUST PLUG AT EACH ENDS WAS
ATTACHED TO PART #6 WITH
l3 11 4 #10xl-1/2' SS FH SPACED 3' INSIDE
FROM EACH ENDS AND 16'
MAXIMUM ON CENTER.
us
11 11 9
13
OUTSIDE 13
20 6
11
Cn
w
❑
t-
0
4—
W5--
__
20 ' ICi
P
Zz s7
L
Jr
-----_#10-16x1'
�L` �---- ==
I4�11L_
L _�
SPACED AT 1610C
OPTIONAL
SCREEN DOOR
OUTSIDE
OPTIONAL
SCREEN DOOR
O
INTERLOCK STILE
W1 REINFORCEMENT
O
MEETING STILE
WI REINFORCEMENT
3A 0
JAMB LOCK STILE INTERLOCK STILE
OPERABLE MODULE W/ REINFORCEMENT
13
GLAZING DETAILS
MANUFACTURER:
S
1/4' HS GLASS
/—E. I. DUPDNT INTERLAYER:
SOUTHEASTERN
0.060' BUTACITE PVB DR
0. 035° SENTRYGLAS PLUS IONOPLAST
1505 COMMERCE LANE, P.O.
/--1/4' HS GLASS
BOX794
w
JUPITER, FLORIDA 33458
9/16' LAMINATED. IMPACT GLASS
N o
PHONE: (561) 746-5493
z
FAX: (561) 575-1826
13
O
PRODUCT:
ATLAS PLUS
w m
SERIES 5000 ALUMINUM
l w SAME GLAZING DETAIL
13
SLIDING GLASS DOOR
J ❑ APPLICABLE AT THIS
SMALL MISSILE IMPACT
z SECTION
—
Engineering:
CA 8116
6971 W S Blvd 104
unrlse
TYPE B GLASS: Plante
9/16' LAMINATED HS WITH 0. 06' E. I, DUPONT Y^' , ,`;;^"G(/�
EN A�JL.
BUTACITE_ PVB INTERLAYER .v ENSF'��Fp'
TYPE C GLASS-
9/16' LAMINATED HS WITH 0.035' E. I. DUPONT .* 9
SENTRYGLAS.PLUS IONOPLAST INTERLAYER
(11) GLAZING ADAPTOR SLID IN PLACE
�i f!e°ro.{�ergaeo�Q.'ts•
AND SECURED WITH #IOXI 1/2 SS FH
—�0�� 5 �G rrr
LOCATED 1' FROM EACH END AND SPACED
TO BE
DRAFTING:"��������
SOEAL�DEWITHNCRL'3ILICOONERS
pKDRAFTiNG&MORE
LOCKING STILE (13) GLAZING GASKET
MIAMI-DADE BCCO:
OUTSIDE 1/4' HS GLASS
E. I. DUPDNT INTERLAYER:
0. 060' BUTACITE PVB OR
RODUCT RBVISED
wmplymg with the Florida
0. 035' SENTRYGLAS PLUS IONOPLAST
uilding Code
_
mphmce No 02
INSIDE 1/4' HS GLASS
are bf3
MIN. . LAMINATED IMPACT GLASS
y.
GLASS
miond product Contm
BITE
Division
3/4'
SAME GLAZING DETAIL
Date:02105/10
APPLICABLE AT THESE
Scale: NA
SECTIONS
Design by: PPMF
INTERLOCK MEETING STILE
13
DI8W1119 Number
OUTSIDE
13 OUTSIDE
09-220R1
INsIDE
SHEET
INSIDE
4 Of 13
FRAMING ANCHORAGE DETAILS
MAXIMUM
�•�_~ 1/4' SHIM
;wLn LO ¢ . q ..: JAMB TRACK ANCHORED TO
a ~ CONCRETE TO MASONRY
.. RI W V1,�_ .,
A
21 TYPICAL SHEAR CLIP
AT EACH ANCHOR LOCATION
ANCHOR TYPE A OR B
1/4' TAPCONS BY ITN BUILDEX
0 SPACED AT 16'OC
0
ri
1, IA, 1B OR 1C
:0 w z. r,
0j W.
a fUw� ,.•:•
TYPICAL PERIMETER
SEALANT VULKEM
116 POLYURETHANE
STRUCTURAL 2X BUCK
TO BE DESIGNED
BY OTHERS
MAXIMUM
1/4' SHIM
JAMB TRACK'.
ANCHORED TO WOOD
21 TYPICAL SHEAR CLIP
AT EACH ANCHOR LOCATION TII
ANCHOR TYPE C
0 I/4' TAPCONS BY ITN BUILDER
0 SPACED AT 16'DC 0
r
ri
�d
L
�1, 1A, 1B OR 1C
TYPICAL PERIMETER
SEALANT VULKEM
116 POLYURETHANE
2 TRACK
ca
21
w
IA
1
-au
w
W O HK
21
a
two
W
7 Z
OUTSIDE
ti
mJ
METAL STRUCTURE
1/9' MIN. THICKNESS
TRACK OPTIONS
'! TRAr w
MAXIMUM JAMa IHAUK
1/4' SHIM ANCHOREDTO METAL
STRUCTURE
21 TYPICAL SHEAR CLIP
AT EACH ANCHOR LOCATION
ANCHOR TYPE D
1/4-14 SS SHEET METAL SCREWS
SPACED AT 16'OC
11IA, 1B OR 1C
TYPICAL PERIMETER
SEALANT VULKEM
116 POLYURETHANE
IC
L�
UUI31Ut
MANUFACTURER:
S
SOUTHEASTERN
Mande[Ivren 0I MPoC Rukfan, G4Uup Gott Gawa
1505 COMMERCE LANE, P.O.
BOX 794
JUPITER. FLORIDA 33458
PHONE: (561) 746-5493
FAX: (561) 575-1826
PRODUCT:
ATLAS PLUS
SERIES 5000 ALUMINUM
SLIDING GLASS DOOR
SMALL MISSILE IMPACT
Engineering:
Kitg(Go Inc.
CA 8116
697t W. S�9iPr9H1Yj 104
PlanEta OtrS15.1 f F
DRAFTING,
PK ORAFnINO & MORE
MIAMI-DADE BCCO:
PRODUCT REVISED
ss cemelvina with the Fledda
Date: 02/05110
Scale: NA
Design by: PPMF
Drawing Number
097220R1
SHEET
5of13
I C
STAGGERED AT 2 TRACK
3 TRACK OPTIONS
3' FROM EA OTHER
..
SEE ILLUSTRATION ON SHEET 7
THRESHOLD LIMITATION,
v (SEE SHEET 6 OF 13)
N �
m
OUTSIDE
OUTSIDE
E. D. E. D.
E. D. 1
3
FRAMING ANCHORAGE DETAILS
3A
ANCHOR TYPE A
1/4' TAPCONS BY ITW BUILDEX
SPACED AS PER TABLE 3 FOR 2 TRACK AND
3 TRACK iu M SPACED AS PER TABLE 4 FOR 3, 4 OR 5 TRACK
r
3, 3A, 3B OR 3C
E. D. SEE ILLUSTRATION 'Z'&.NOTES
ILLUSTRATION'Z" & NOTES
OVERHANG MUST BE
THRESHOLD
GREATER OR! EQUAL TO
MAXIMUM
PRESSURES (PSF)
TYPE
FLOUR TO CEILING DIM•
CASE
408
l CASE 2
3-1/4'
+90
2'
1-
+90
+50
l�
~ z CASE 1- DOORS W/ OVERHANG AS PER ILLUSTRATION 'Z'
o = [OVERHANG CASE 2- DOORS WITHOUT OVERHANG
0 0�
U a w NOTES,
= I- THE ABOVE POSITIVE PRESSURES ARE THE MAXIMUM
FOR 3-1/4' OR 2' THRESHOLD.
2- USE THE LESSER OF THE ABOVE POSITIVE
PRESSURE AND THE POSITIVE PRESSURES FROM TABLES 1,
IA OR 2
SILL TRACK
ANCHOREDTO
CONCRETE
21
21
i..
SILL TRACK TO BE SET ON BEAD OF
" '. •.�.�.'.'K
.',:r,?,••.e'�
POLYURETHANE SEALANT (VULKEM 116)
*'•'.::...'..=,-
:' OR BASE OF HIGH QUALITY NON -SHRINK
'
3 KSI GROUT
2. 50
�---- EDGE
3.00
DISTANCE
SHEAR CLIP PART #21 ARE NOT
REQUIRED WHEN TRACK IS SET
ON NON -SHRINK 3 KSI GROUT
ANCHOR TYPE C
1/4' TAPCONS BY ITW BUILDEX
SPACED AS PER
TABLE 3 FOR 2 TRACK AND
SPACED AS PER
TABLE 4 FOR 3, 4 OR 5 TRACK
3, 3A, 3B OR 3C
SEE ILLUSTRATION °Z° & NOTES
SILL TRACK
ANCHORED TO WOOD
21 ,
r
21
1. 00
3. 00
SILL TRACK TO BE SET ON BEAD
OF POLYURETHANE SEALANT
(VULKEM 116)
WOOD MIN. (G> 55)
STRUCTURE BY OTHERS
MANUFACTURER:
ONE
SOUTHEASTERN
IUmWatlu,ers N Niptl Reshfenf 5�9 CJau Ooors
1505 COMMERCE LANE, P.O.
BOX 794
JUPITER, FLORIDA 33458
PHONE: (561) 746-5493
FAX: (561) 575-1826
PRODUCT:
ATLAS PLUS
SERIES 5000 ALUMINUM
SLIDING GLASS DOOR
SMALL MISSILE IMPACT
Engineering:
q.Eng(Ja .Ja r
CA 8116 ........./
6971 W1/SI�PT@e�lpo„'�_
DRAFTING-
PK DRAFTING & MORE
MIAMI-DADE BCCO:
Division
Date: 02/05/10
Scale: NA
Design by: PPMF
Drawing Number
09-220R1
SHEET
6of13
ANCHOR TYPE C
I/4' TAPCONS BY ITW BUILDEX
SPACED AS PER TABLE 3 FOR 2 TRACK AND
SPACED AS PER TABLE 4 FOR 3, 4 OR 5 TRACK
HEADER TRACK
ANCHORED TO WOOD
3
DOOR FRAMING
-� STRUCTURAL 2X BUCK
TO BE DESIGNED
BY OTHERS
TYPICAL PERIMETER
SEALANT VULKEM
MAXIMUM
116 POLYURETHANEF777
1/4' SHIM
2, 2A, 2B OR 2C
ANCHOR TYPE A
1/4' TAPCONS BY ITW BUILDEX
SPACED AS PER TABLE 3 FOR 2 TRACK AND
HEADER TRACK
SPACED AS PER TABLE 4 FOR 3, 4 OR 5 TRACK
ANCHOREDTO
CONCRETE
• 2,
2. 50 • •"•
EDGE •".�
3, 00 EDGE
➢ISTANCE"""'
;'."DISTANCE.`, -
TYPICAL PERIMETER
SEALANT VULKEM
MAXIMUM
116 POLYURETHANEF1
1/4' SHIM -
---2, 2A, 211 OR 2C
HEADER TRACK
ANCHORED TO METAL
STRUCTURE
-ANCHOR TYPE D
I/4'-14 SS SHEET METAL SCREWS
•
SPACED AS PER TABLE 3 FOR 2 TRACK AND
SPACED AS PER TABLE 4 FOR 3, 4 OR 5 TRACK
METAL STRUCTURE
TYPICAL PERIMETER
1/8' MIN. THICKNESS
SEALANT VULKEM
3.00
116 POLYURETHANE
MAXIMUM
1/4' SHIM
2, 2A, 2B OR 2C
OUTSII
TRACK OPTIONS
STAGGERED AT
,r 3' FROM EA OTHER
E. ➢. 1� E. D.
OUTSIDE
2 TRACK
2 =24
TRACK
(RACK
MANUFACTURER:
ANCHS®E
RAGE TOP VIEW
LAY —OUT APPLICABLE ONLY SOUTHEASTERN
FOR.TWO TRACK SYSTEM
1505 COMMERCE LANE, P.O.
BOX 794
JUPITER, FLORIDA 33458
PHONE: (561) 746-5493
FAX: (561) 575-1826
PRODUCT:
ATLAS PLUS
SERIES 5000 ALUMINUM
SLIDING GLASS DOOR
SMALL MISSILE IMPACT
L
Engineering:
.3nr.
CA 8116
6971 W. Sunrise Blvd.104
Plant jLp
'EN
p��.' "EN140
\ FEB * 0901¢
®eai ;
0�. •Pagtti" 11
=IFS 6uly till
PR DRAFTING & MORE
MIAMI-DADE BCCO:
Date: 02/05110
Scale: NA
Design by: PPMF
Drawing Number
09-22OR1
SHEET
7of13
FRAMING ANCHORAGE RATING AND SCHEDULE
TABLE 3 - (2 TRACK FRAMING) ANCHORAGE CAPACITY IN PSF
FUNCTION OF ANCHOR TYPE AND NUMBER OF CLUSTERS
ANCHOR
TYPE
A
C
D
MODULE
.WIDTH
FRAME
HEIGHT
1
2
1 3
1
p
3
30
80
86. 6
100. 0
100.0
55.0
100. 0
100.0
100. 0N3,
84
82. 5
100. 0
100. 0
52, 3
100. 0
100.0
100.0
96
72.2
100.0
100.0
45.8,
91.6
100.0
100.0
100
69. 3
100. 0
100. 0
44. 0
87. 9
100.0
100, 0
104
6
97. 6
'97. 6
42, 3
84. 6
--97.-6
97,
108
164.2
83. 7
83, 7
40. 7
81. 4
83.7
83. 7
120
154. 6
54. 6
54.6
36. 6
54. 6
54-.6
54. 6
1 54, 6
36
80
72.2
100.0
100.0
45, 8
91. 6
100.0
100.0
100. 0
84
68; 8
100: 0
100. 0
43, 6
1 87, 2
100. 0
100. 0
100. 0
6
60.2
100.0
100.0
38.2
76.3
100.0
93.3
100.0
100
57.8
100. 0
100.0
36.6
73.3
100.0
89.6
100.0
104
55. 5
100. 0
1 100. 0
35. 2
70, 5
100.01
86.2
1 100. 0
108
53, 5
85. 7
85. 7
33. 9
67. 9
85. 7
83.0
1 85. 7
.120
48. 1
55.8
55.8
30.5
35.8
55.8.
55.8
55.8
42
80
61.9
100.0
100.0
39.3
78.5
100.0
96.0
100.0
84
58.9
100, 0
100. 0
37. 4
74. 8
100. 0
91, 4
100. 0
96
51.6
100, 0
100. 0
32. 7
65. 4
98. 1
80.0
100.0
100
49. 5
99. 0
100, 0
31. 4
62.8
94.2
76. 8
100.0
104 -
47. 6
87, 3
87. 3
30.2
60. 4
B7. 3
.73. 8
87. 3
108
45.8
74.7
74.7
29. 1
58.2
74.7
71. 1
74.7
120
41. 3
48. 4
48. 4
26.2
48. 4
48.4.
48.4
48, 4
48
80
54. 2
100. 0
100. 0
34. 4
68. 7
. 100, 0
84.0
100. 0
84
51. 6
100. 0
100.0
32, 7
65. 4
98, 1
80.0
100. 0
Be
49.2
98.5
100.0
31.2
62.5
93.7
76.4
100.0
92
47. 1
94.2
100.0
29.9
59.7
89.6
73.0
100.0
96
45. 1
90. 3
100. 0
28. 6
57. 3
85. 9
70.0
100, 0
100
43. -3
86. 6
91. 9
27.5
.55. 0
82. 4
67.2
91. 9
104
41, 7
78. 0
78.0
26. 4
52. 8
78. 0
64.6
78. 0
105
41. 1
73.4
73.4
26.0
52. 1
73.4
63.7
73.4
52
80
50, 0
100. 0
100. 0
31.7
63. 4
95. 1
77. 5
TO0. 0
84
47. 6
95, 2
100. 0
30.2
60. 4
90: 6
73.8
100. 0
88
45. 4
90. 9
100. 0
28.8
57. 7 1
86. 5.70.
5
100. 0
97.5
41._0
82.0
96.0
26.0
52.0
78.0
63.6
96.0
60
80
43.3
86.6
98.3
27.5
55.0
82.4
67.2
99.3
82
42. 3
84, 5
97. jI
26, 8
53. 6 1
80. 41
65.6
97. 3
84
41. 3 1
82. 5
96, O
26. 2
52. 3 1
78. 51
64. 0
96. 0
TABLE 3 EXAMPLEi
DOOR MODULE= 48' -- FRAME HEIGHT= 96'
HEADER & SILL ANCHOR TYPE A -
WITH I CLUSTER - MAXIMUM PRESSURE PD= t 45.1 PSF
WITH 2 CLUSTER - MAXIMUM PRESSURE PD= t 90.3 PSF
WITH 3 CLUSTER - MAXIMUM PRESSURE PD= ±100.0 PSF
_ NUMBER OF
CLUSTERS
(n)
ANCHORS ANCHORS
-16�-A2 MOC 24'❑C
U
aC3
�zo
0
U
f
� X
<
aQ
=w
U U
z¢
¢ o_
L7
ID
I
I
I
TRACK
OPTION
I
I
I
I
I
I
II
L - - - - -
MANUFACTURER:
S �]E
SOUTHEASTERN
MenWecW, a&WaR+ fMgw,,Do
1505 COMMERCE LANE, P.O.
BOX 794
JUPITER, FLORIDA 33458
PHONE: (561)746-5493
FAX: (561) 575-1826
PRODUCT:
ANCHORS
ATLAS PLUS
,,ANCHORS
AT MAX.
24' OC
AT MAX, ---{
24' ❑C
SERIES 5000 ALUMINUM
I
SLIDING GLASS DOOR
SMALL MISSILE IMPACT
-
-7�--p-
- - - -,
Engineering:
1
TRACK
TEnq(ffO Jnr.
III
TRACK
RAC
OPTION
CA8116
6971 W. Sunrise Blvd. 104
I.I
OPTION i
i
Y,o
Plantation, Fl
IiI
I
I
r
ENGCOPA Cog f/GG� -_
s i
�Q�a;. GENSF •.,�Fo
i
I
.
I-G4)
I
I
7 I
\ �t.FE '�5 2010
w/
i t�NF
W/RaF'. I
���• En ee i5A21 =•Q ��
�_
IiI
I
I
III
I
I
DRAFTING _��i•�iiiuiAal if
i I i
i
i
PN DRAFTING & MORE
MIAMI-DADE BCCO:
TRACK --j 6 r- ADDUCT RfiV1SED
TYPICAL PAIR OF ANCHOR OPTION wmplgin wittift Flarida
CLUSTERED IN 1, 2 OR 3 SETS adding Code
ccepaNo
SPACED AT 6' OC 'on on Dnu
SEE TABLE 3 FOR CAPACITY
MINIMUM EDGE
ANCHOR TYPES, ➢ISTANCE <E. D, )
A- 1/4' TAPCON BY ITW WITH 1 3/4' MIN, 'EMBEDMENT INTO 3000 psi CONCRETE 2 1/2'
B- 1/4' TAPCON BY ITW WITH 1 1/4' MIN.. EMBEDMENT INTO HOLLOW BLOCK 2 1/2'
C- 1/4' TAPCON BY ITW WITH 1 1/2' MIN. EMBEDMENT INT❑ PT WOOD (SG=.55) 3/4'
D- 1/4-14 SS SHEET METAL SCREWS INTO 1/8' METAL STRUCTURES 1/2'
NOTES-
1- MINIMUM EMBEDMENT ARE BEYOND WALL DRESSING,
2- TAPCONS WITH FLAT, HEX AND/OR PAN HEADS CAN BE USED.
3- METAL STRUCTURES ARE ASTM A36 STEEL OR 6063-T6 ALUMINUM
4- ANCHOR TYPE D MUST HAVE A MINIMUM 3 THREADS EMBEDMENT
Date: 02/05/10
Scale: NA
Design by: PPMF
Drawing Number
09-220R1
SHEET
8of13
FRAMING ANCHORAGE SELECTION
TABLE 4 - (3,4 OR 5 TRACK FRAMING) ANCHORAGE CAPACITY IN PSF
FUNCTION OF ANCHOR TYPE AND NUMBER OF CLUSTERS
ANCHOR
TYPE
A
C
MODULE
FRAME
D
IDTH
HE GHT
1
3
1
2
3
30
80
86. 6
100. 0
100.0
55. 0
100.0
100. D
100, 0
2
100. 0
84
82.5
100. 0
100, 0
52. 3
100. 0
100. 0
100, 0
100. 0
96
72. 2
100. 0
100. 0
45, 8
91.6
100. 0
100. 0
100. 0
L 00
69. 3
100. 0
100.0
44.0
87. 9
100. 0
100. 0
100. 0
104
6. 6
97, 6
97, 6
42. 3
84.6
97. 6
9. 6
108
64. 2
83. 7
Al7
40. 7
81, 4
83. 7
83. 7
36
180
72. 2
100, 0
I 100, 0
45. 8
9t. 6
100. 0
100. 0
100. 0
84
68, 8
100. 0
100. 0
43. 6
87. 2
100, 0
100, 0
100. 0
96
60. 2
100. 0
100. 0
31.2
76.3
IOD, 0
93. 3
100. 0
100
57. 8
100. D
100. 0
36.6
73.3
100. 0
89. 6
100. 0
104
55. 5
100. 0
100. 0
35, 2
70.5
100. 0
86, 2
100. 0
109
53.5
85.7
85.7
33.9
67.9
85.7
83.0
85.7
42
120
48. 1
55.8
55.8
30.5
55.8
55.8
55.8
55.8
80
61, 9
100. 0
100. 0
39. 3
78.5
100. 0
96. 0
10D, 0
84
58.9
100.0
100.0
37.4
74.8
300.0
91.4
100.0
96
51. 6
100. 0
100. 0
32, 7
65. 4
98. 1
80. 0
100; 0
100
49. 5
100. 0
31. 4
62. 8
94.2
76.8
1 100. 0
104
47. 6
87, 3
87. 3
30, 2
60. 4
87. 3
73. 8
87. 3
108
45.8
74. 7
74. 7
29. 1
58. 2
74. 7
71, 1
48
180
54. 2
100. 0
100. 0
34. 4
68. 7
140, 0
84. 0
0
84
51.6
100.0
100.0
32.7
65.4
98.1
80.0
-00.
100.0
88
49. 2
98. 5
100. 0
31. 2
62. 5
93. 7
76, 4
100. 0
92
47. 1
94.2
100.0
29.9
59.7
89. 6
73.0
100.0
96
41
90. 3
100. 0
-28, 6
57. 3
85. 9
70. 0
100. 0
10
43. 3
86. 6
91. 9
27. 5
55, 0
82. 4
67. 2
91. 9
1044
41. 7
78.
52
I80
41. 173.
4
63, 7
73. 4
80
50.0
195.2
100.0
31.7
63.4100.0
84
47. 6
95, 2
100. 0
30. 2
60. 4
90, 6
73. 8
100. 0
88
45. 4
90.9
100. 0
28. 8
57. 7
86. 5
70, 5
100.97. 0
5
60
80
43.
86.6
B. 3
27. 5
55. 0
82, 4D
97. 2
98,
82
42. 3
84.5
97. 3
26. 8
84
41. 3
82.5
96.0
2- -
52.3
78. 5
64.0
96.0
TABLE 4 EXAMPLE,
DOOR MODULE= 48' -- FRAME HEIGHT= 96'
HEADER & SILL ANCHOR TYPE A:
WITH 1 CLUSTER - MAXIMUM PRESSURE PD= ±45.1 PSF
WITH 2 CLUSTER - MAXIMUM PRESSURE PD= ±90.3 PSF
WITH 3 CLUSTER - MAXIMUM PRESSURE PD= ±100 PSF
_ NUMBER [IF
CLUSTERS
(n)
ANCHORS
6 AT MAX.
24' OC
I
a I r-M I
� I
TRACK
v j I OPTION
piX
< I
3: I I
a¢ I I
I I
I TRACK
LOPTION
� L- - - - --
ANCHORS ANCHORS
AT MAX. AT MAX.
24' DC 24' OC
TYPICAL PAIR OF ANCHOR
CLUSTERED IN 1, 2 OR 3 SETS
SPACED AT 6'DC
SEE TABLE 4 FOR CAPACITY
I.- MINIMUM EMBEDMENT ARE BEYOND WALL DRESSING.
2- TAPCONS WITH FLAT, HEX AND/OR PAN HEADS CAN BE USED.
3- METAL STRUCTURES ARE ASTM A36 STEEL OR 6063-T6 ALUMINUM
4- ANCHOR TYPE D MUST HAVE A MINIMUM 3 THREADS EMBEDMENT
ANCHORS
AT MAX,
24'OC
TRACK
OPTION
I I
�
I
a_
I
I
5
I
4
I 7 I
I
I
I I
I -1I
I
TRACK
OPTION
MANUFACTURER:
S®E
SOUTHEASTERN
uenmewmnr armneoi x.want ssmno co:. �
1505 COMMERCE LANE, P.O.
BOX 794
JUPITER, FLORIDA 33458
PHONE: (561) 746-5493
FAX: (561) 575-1826
ATLAS PLUS
SERIES 5000 ALUMINUM
SLIDING GLASS DOOR
SMALL MISSILE IMPACT
Engineering:
+En.g(2 31tr
CA 8116
6971 W. Sunrise Blvd. 104
9�-�EBr�'io101U 'Q
ggppg�g� �
• 6V
�'(�pArbf�4Wrs�,��11��
Js/ •dll
DRAFTING
PK DRAFFING & MORE
MIAMI-DADE BCCO:
LODUCr REVISED
complying with the Flocide
d1ding Code
xepl... No .Q 0
pnation De1e 20
Date: 02/05/10
Scale: NA
Oesfgn by: PPMF
Drawing Number
09-22OR1
SHEET
9of13
2. ' 1. 50
99
O 1. SD -
I LCS
1, 28 1. 28 .".
0. 25 0. 10
2-TWO TRACK HEADER
ALLOY:6063-T6
6.04
1.50 1. 53 1. 53 1. 50
0
1.28 1.28 I. 28 - 1. 28 cu
0 25 0, t0
26- FOUR TRACK HEADER
ALLOY: 6063-T6
iN
0 6
3- 3-1/4" TWO TRACK SILL
ALLOY: 6063-T6
' 2' THRESHOLD LIMITED TO +50 PSF
36- 3-1/4' FOUR TRACK SILL
ALLOY: 606348
' 2' THRESHOLD LIMITED TO +50 PSF
DOOR FRAMING MANUFACTURER:
MINIMUM S
2-1/2' 1. 13
j1- 50 1.53 1.50 o-' 0. 63 SOUTHEASTERN
T0
o - I 1505 COMMERCE LANE, P.O.
BOX 794
28I.28 a 1/4' JUPITER. FLORIDA 33458
21- JAMB SHEAR CLIP D IAM 0 08 PHONE: (561) 746-5493
ALUMINUM 6063-T6 HOLE FAX: (561) 575-1826
0.25 0. 10
ALLOY:602A- THREE TRACK HEADER 0. OB N Cu ATLAS PLUS
ALLOY:6083-T6 0 n
1. 13 d a SERIES 5000 ALUMINUM
7. 0, 63 SLIDING GLASS DOOR
57 SMALL MISSILE IMPACT
1. 50 1. 53 1. 53 �+- I. 53 t. 50 �� T- m
N p, pp I I o " Engineering:
-L +Enq(9 Jnr.
T a FiF
1. 28 1. 28 1. 28 1, 28 Cu r CA 8116
6971 W. Sunrise Blvd. 104
o M 1A- THREE TRACK JAMB PlantatiglVWOTM4
0, 25 0 10 m o ALLOY:8063-T6 ENC/+�E�'('�
2C- FIVE TRACK HEADER �tdQ�O
ALLOY:6063-Tfi d4�0;.'JG SF'••,.Fpo•,
0. 13.4 ice- 7 • No. ';
1-TWOTRACKJAMB
5.20 ALLOY:8063-TB -1 1. 13 FERr• a0�0:
I 4. 70 -t}
I--• 1. 40 ---i i- t. 4D i--- 1. 4D 1
II L
N
m ■
T
N
O I'1
3A- 3-1/4' THREE TRACK SILL
ALLOY: 6063-T8
' 2' THRESHOLD LIMITED TO+50 PSF
3C-3.1/4' FIVE TRACK SILL
ALLOY: 6063-T6
2' THRESHOLD LIMITED TO +50 PSF
0.
T63
DRAFTIfSUiaii::1i��I0.PK
DRAFTING &MORE
MIAMI-DADE BCCO:
0. 08RODUCTREVISED
mplyitigwith the FloriildingCodemtancexo
ha ion Date 0�3
rt
N
O
�
etni a odtut Control
ivision
m
Date:02/05/10
Scale: NA
�
N
_T
N
Design by: PPMF
O
0�
o
Drawing Number
T
T
09-220R1
1 B-FOUR TRACK JAMB
ALLOY:6063-T6
IC- FIVE TRACK JAMB
SHEET
ALLOY:6083-T6
10 of 13
DOOR PANEL COMPONENTS & BILLOF MATERIALS
0. 08 2
1. 81
a
0. 88 0. 90
cu 1, 72
ro n I n o co n
N N 1. 02 n a 3 0 �o C3
r n1
.. �l. 90
3. 50
--� 1. 14 I-•- 5- DOOR TOP RAIL
4-ATLAS INTERLOCK ALLOY:6063-T6
ALLOY: 6063-T6 ONLY ON OPERABLE PANELS
2. 50 0. D8
0.54
0, 08 0. 88 0. 90
1. 72 ..7�� 1. 72
�
N � mT� Zoo
9- DOOR END RAIL
ALLOY: 6063-T6 -3. 50 ----�
8- DOOR BOTTOM RAIL
I ALLOY: 6063-T6
m �r 1.63 L o
In
`* � d 0.93 0, 10
OPTIONAL FRAME m In 0. 08 co In
j 1--
SNAP COVER CiIn o o
ALLOY: 6063-T6
13- GLAZING GASKET j c3 OF -
EXTRUDED PVC 75 DUROMETER 11- GLAZING ADAPTER
MARINE GASKET PARTA 992 ALLOY:6063-TS
MADE BY TEAM PLASTICS, INC.
6-ATLAS END RAIL
ALLOY:6063-T6
BILL OF MATERIALS
#
DESCRIPTION
MATERIAL
SUPPLIER
1
TWO TRACK JAMB
ALUMINUM
6063-T6
SOUTHEASTERN
DOOR
COMPANY
IA
THREE TRACK JAMB
ALUMINUM
6063-T6
SOUTHEASTERN
DOOR
COMPANY
1B
FOUR TRACK.JAMB
ALUMINUM
6063-T6
SOUTHEASTERN
DOOR
COMPANY
1C
FIVE TRACK JAMB
ALUMINUM
6063-T6
SOUTHEASTERN
DOOR
COMPANY
2
TWO TRACK HEADER
ALUMINUM
6063-T6
SOUTHEASTERN
DOOR
COMPANY
2A
THREE TRACK HEADER
ALUMINUM
6063-T6
SOUTHEASTERN
DOOR
COMPANY
2B
FOUR TRACK HEADER
ALUMINUM
6063-T6
SOUTHEASTERN
DOOR
COMPANY
2C
IFIVE TRACK HEADER
ALUMINUM
6063-T6
SOUTHEASTERN
DOOR
COMPANY
3
TWO TRACK SILL
ALUMINUM
6063-T6
SOUTHEASTERN
DOOR
COMPANY
3A
THREE TRACK SILL
ALUMINUM
6063-T6
SOUTHEASTERN
DOOR
COMPANY
3B
FOUR TRACK SILL
ALUMINUM
6063-T6
SOUTHEASTERN
DOOR
COMPANY
3C
FIVE TRACK SILL
ALUMINUM
6063-T6
SOUTHEASTERN
DOOR
COMPANY
4
ATLAS INTERLOCK
ALUMINUM
6063-T6
SOUTHEASTERN
DOOR
COMPANY
5
DOOR TOP RAIL
ALUMINUM
6063-T6
SOUTHEASTERN
DOOR
COMPANY
6
ATLAS END RAIL
ALUMINUM
6063-T6
SOUTHEASTERN
DOOR
COMPANY
7
ATLAS DOOR ASTRAGAL
ALUMINUM
6063-T6
SOUTHEASTERN
DOOR
COMPANY
8
DOOR BOTTOM RAIL
ALUMINUM
6063-TG
SOUTHEASTERN
DOOR
COMPANY
9
DOOR END RAIL
ALUMINUM
6063-T6
SOUTHEASTERN
DOOR
COMPANY
10
1/4' PILE WEATHER-STRIP
PILE W31255BNG
ULTRAFAB
11
GLAZING ADAPTER '
ALUMINUM
6063-T5
SOUTHEASTERN
DOOR
COMPANY
12
OPTIONAL SNAP COVER
ALUMINUM
6063-T5
SOUTHEASTERN
DOOR
COMPANY
13
GLAZING GASKET
EXTRUDED
VINYL
TEAM PLASTIC
17
1 11/16' DIAM, ROLLER
TANDEM ROLLER
AMESBURY
17A
1 I1/16' DIAM. ROLLER
SINGLE ROLLER
AMESBURY
18
#2815-84 I
ULTI-POINT LOCK
AMESBURY
19
#2470-84
KEEPER
AMESBURY
20
.
ATLAS INTERLOCK REINF.
(FULL LENGTH)
ALUMINUM
6063-T6
SOUTHEASTERN
DOOR
COMPANY
21 IJAMB
SHEAR CLIPI
ALUMINUM
6063-T6
SOUTHEASTERN
DOOR
COMPANY
22 ISEALANT
VULKEN 116 1
POLYURETHANE
TREMCO
WEATHER STRIPPING
OPERABLE
PANELS
W1
INTERLOCK STILE
IULTRAFAB W31205
SINGLE FIN
3/8'
PILE
HEIGHT
W2
INILHLUUK SIILL
10.638xG.382 TEAM PLASTICS
BULB
VINYL
PART 1
VT-
I UPAI
A
1 SINGLE FIN
3?8'
PILE
HEIGHT-
W4
BOTTOM RAIL
I ULTRAFAB W31255
SINGLE FIN
1/2'
PILE
HEIGHT
W5
ASTRAGAL
ULTRAFAB W31155BNG
SINGLE
FIN
3/8' PILE HEIGHT
FIXED
PANELS
W61
INTERLOCK STILE
ULTRAFAB W3426BNG SINGLE FIN 3/8' PILE HEIGHT
It
INTERLOCK STILE
0.638x0.382
TEAM PLASTICS BULB
VINYL
PART 191
W3
I TOP RAIL
I ULTRAFAB W31175 SINGLE FIN
3/8'
PILE
HEIGHT
W4
I BOTTOM RAIL
ULTRAFAB W31255 SINGLE FIN
1/2'
PILE
HEIGHT
FRAME
W3
JAMB
I ULTRAFAB W31175 SINGLE FIN
3/8'
PILE
HEIGHT
W7
SILL
IN,. VEEP HOLE
UXUU 1/2'
WEEP DRAIN PAN PLUG PART#890 0-2618
L.24
1.67 I
CLUSTER OF MINIMUM FOUR
DIAM WEEP HOLES
T
0. 10 1 I AT EA DRAIN PAN
�T
2e 0.25 �,3 1 1/8x1' OPENING
0.20 �r =1- FACTORY APPLIED DRAIN PAN
7-ATLAS DOOR ASTRAGAL 20-ATLAS INTERLOCK LOCATED AT CENTERLINE OF EACH PANEL
ALLOY:6063-T6 REINFORCEMENT -6063-T6 SEE SHEET 2 OF 13
MANUFACTURER:
S M
SOUTHEASTERN
M,nur,aaonmmroonRo9slnNsra�s orns,man
1505 COMMERCE LANE, P.O.
BOX 794
JUPITER, FLORIDA 3345E
PHONE: (561) 746-5493
FAX: (561) 57.5-1826
PRODUCT:
ATLAS PLUS
SERIES 5000 ALUMINUM
SLIDING GLASS DOOR
SMALL MISSILE IMPACT
Engineering:
+FttgTjor Jrtr
CA 8116
6971 W. $U1Y/9uA",104
A'• FWA F201b�$�r
DRAFTING,
PK RRARING & MORE
MIAMI-DADE BCCO:
RODUCTREVISED
s complying with the Florida
luilding Code
rcceptance No,
- .
ixpua 'an ale. (3
•T
ty�� diaml Product Contra
HvWon
Date: 02/05/10
Srala: NA
Design by: PPMF
Drawing Number
09-220R1
SHEET
11 of 13
DOOR HARDWARE
18— DEADLOCK
1 MULTIPOINT MORTISE LOCK PER LOCK MEETING STILE
HARDWARE SUPPLIER, AMESBURY
PART H2e15-e4 19 - STRIKE PLATE
ATTACHED TO THE DOOR WITH (2) k6X 1/4' SS. FLAT HEAD SCREWS.
I KEEPER PER MEETING STILE OR JAMB
10. 137 -HARDWARE SUPPLIER- AMESBURY
PART #2470-84
ATTACHED AT JAMB OR ASTRAGAL RAIL
0 O O O 0 USING FOUR W/ 010-16X 1-1/2'PHSMS.
10, l30
56 2. 5
5. 662 / 0 00 - .00 0 0
0 O O 0 0 0, 13
1. 969
. 75
3. -37
17A— SINGLE WHEEL ASSEMBLY 17— TANDEM WHEEL ASSEMBLY
2 PER FIXED DOOR PANEL 2 PER OPERABLE DOOR PANEL
HARDWARE SUPPLIER. AMESBURY HARDWARE SUPPLIER. AMESBURY
PART a1966-7000-12 PART a1966-7501.-14
ADJUSTABLE 111/16' DIAMETER NYLON ROLLER ADJUSTABLE-1 11/16' DIAMETER NYLON ROLLER
ASSEMBLY WITH ALUMINUM HOUSING ATTACHED TO ASSEMBLY WITH ALUMINUM HOUSING ATTACHED TO
THE BOTTOM RAIL USING ONE 1/4'X1'SS ROD. .THE BOTTOM RAIL USING ONE 1/4'XI SS ROD.
DOOR HARDWARE TYPICAL LOCATIONS
1
1
3
O
4 X 5
X 4
X 4
7
LOCK
7
7
W/RE F.
pW/REM
WIRPTF.
6
WIRE F.
m 13
13 y //
2
2
MANUFACTURER:
-s®
SOUTHEASTERN
a� tcwem mnwarromsunesaennsm, oawr
1505 COMMERCE LANE, P.O.
BOX 794
JUPITER, FLORIDA 33458
PHONE: (561) 746.5493
FAX: (561).575-1826 -
PRODUCT:
ATLAS PLUS
SERIES 5000 ALUMINUM
SLIDING GLASS DOOR
SMALL MISSILE IMPACT
Engineering:
+.Ett-gTer 3ttr-.
CA 8116
6971 W. Sunrise B1Wd. 104
DRAFTING, - """ -
PK RRAFTMNG & MORE
MIAMI-DADE BCCO:
CT REVISED
R
2ODWDU11 nt3 with the Florida
K
Date: 02/05/10
Scale: NA
Design by: PPMF
Drawing Number
09-220R1
SHEET
12of13
0. 25
DOOR CORNER ASSEMBLY _J L-- ---4 1.00 1---
ALL DOOR PANEL JOINTS TO BE
SEALED BY USING A BEAD OF SEALANT
TOP RAIL
— — — #1 PER CORNER)
#14X1' SSPH SMS
VERTICAL
STILES
TOP RAIL
SQUARE CUT to
N
Uri
APPLICABLE ONLY FOR REINFORCED DOORS
I/4-1X5-1/4' 6063-T6 ALUMINUM STRESS
BAR LOCATED BETWEEN THE
INTERLOCK VERTICAL STILES AND TOP
AND BOTTOM RAILS CORNERS
VERTICAL STILE TOP ENDS
ARE NOTCHED TO RECEIVE
BOTTOM RAIL RIBS AND
SECURED BY (2) 014X1 SS
(1 PER CORNER)
#14X1' SSPH SMS
VERTICAL STILE BOTTOM ENDS
(1 INT❑ ROLLER ASSEMBLY) ARE NOTCHED TO RECEIVE
#14X1' SSPH SMS BOTTOM RAIL RIBS AND
------- SECURED BY (1) #14X1 SS AT RAIL
AND (1) #14X1 SS INTO ROLLER
u � JLLU
BOTTOM RAIL BOTTOM RAIL
SQUARE CUT
VERTICAL STILE
TOP & BOTTOM RAIL -
LL V 0-- ps� -
STRESS BAR
SEALANTS
FRAMING CORNER ASSEMBLY
FRONT VIEW
MANUFACTURER;
S
SOUTHEASTERN
SECTION VIEW+wnuracru,�mwmnana..immxw,�cw,cm•,
1505 COMMERCE LANE, P.O.
BOX 794.
JUPITHEADER PHONER561)746-5493, FLORIDA 8
SQUARE CUT PHONE: () 57 -1 8-5493
FAX:(581)575.1826
JAMB NOTCHED PRODUCT:
TO RECEIVE ATLAS PLUS
' HEADER RIBS
SERIES 5000 ALUMINUM
SLIDING GLASS DOOR
SMALL MISSILE IMPACT
JAMB NOTCHED Engineering:
TO RECEIVE I IU,jT
SILL RIBS CA 8116
6971 W. Sunrise alvd.104
SILLiI
APPLY BEAD OF SEALANT AT � SILL
TOP AND BOTTOM JOINTS SQUARE CUT
.JAMB SHEAR CLIP ASSEMBLY
JAMB^CLIP^AT.EACH
PERIMETER SEALANT - VULKEN 116 POLYURETHANE SEALANT
FRAME JOINT SEALANT - CRL SILICONE OR VULKEN POLYURETHANE SEALANT
DOOR PANEL JOINT SEALANT - CRL SILICONE OR VULKEN POLYURETHANE SEALANT
NQZW09 1
_� Qm15 2af�
�O�Ccs g ISe�I ad 4e, ,1
.inirrr
DRAFTING. "
PK DRAFTING MRE
MIAMI-DADE BCCO:
RODUCT REVISED
t complying with the Florida
uilding Code
cceptance No
rryiredoa ate. 2"01i. - -
�1
8 ade Ptodtttt Control
Date: 02/05/10
Scale: NA
Design by: PPMF
Drawing Number,
09-22OR1
SHEET,
13 of 13