HomeMy WebLinkAboutSUBMITTED PAPERSDATE:
PERMIT NUMBER : _ I I
PLANNING & DEVELOPMENT SERVICES DEPARTMENT
BUILDING & CODE REGULATIONS DIVISION
o 2300 Virginia Avenue
Fort Pierce, FL 34982 SCAnlA/�®
(772) 462-1553 fit. �UC� G,�G
APPLICATION FOR REPLACEMENT OF my
WINDOWS, SKYLIGHTS, DOORS & OVERHEAD GARAGE DOORRS-
1. LOCATION/SITE ADDRESS: 1 � S • b6y, Q %) 'br A I �DS 7-e�r �k �-h
2. PARCEL ID NUMBER: 45-07 :MlV1D--':� OODLO
3. DESCRR ION F PROJECTOR WORK ACTIVITY: )1+/� / I1Sliding, d ca
4. TYPE OF STRUCTURE: SIR MOBILE HOME
OTHER
5. OWNERS O ATION __^^ 6. CONTRACTOR'S INFORMAATII�OyN�
Name:)XuLq� Ir1l) U'D FL Reg/Cert#:
Address: —_on County Cert #: bL) Cp77Z 2()0-)z
City:_ i r�{�i State: _ �_ Business Name: , Zip: Phone: Phone Number: Z—Lp')Z o�o2
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
130 mph
140 mph
Windows & Skylights
Exposure B'
Exposure C
Overhead Garage Doors
< 30' - F.B.C. Table 1609.6 (1) + 1609.6 (2)
B- Size
C- Size
i
7. VALUE OF CONSTRUCTION: $
FEES DUE:
OWNER'S AFFIDAVIT: I certify that all of the information contained in this application is correct and that all work will be done in
compliance with all applicable laws regulating constructi zoning.
f'�'1►Ct� e l P)DW
PRINT QUALIFIERS/OWNERS NAME •SIG _ ,h UALPFIER/OVONER --
STATE OF r f�((pp yy Q �'�,}
ACKNOWLEDGED BEFORE ME HIS DAY OF 20L, B`�1LI I/�17,L i DL) Y HO IS P SONALLY K OWN TO ME OR WHO
HAS PRODUCED AS IDENTIFICATION.
Ane
SITUAE OF N ARY TYPEOR PRINT NAME OF NOTARY
TITLE: NOTARY PUBLIC COM I$ UMBER�EOZERWIiJOl6
4..VCE
� MY COMMISSIO D
NOTICE TO OWNER: YOUR FAILURE TO RECORD A NOTICE 0 1d�'ft: 14�LT IN YOUR PAYING
gip,Bonded Thru Notary Public Underwriters
1 per*
S T 11F
ST.LUCIE COUNTY
BOARD OF COUNTY COMMISSIONERS
2300 VIRGINIA AVE
FT. PIERCE, FL 34982—S6S2
ATTN: JESSE BAXLEY, RECORDS MANAGEMENT
PHONE: (772)462-6493 FAX: (772)462-6494
E..
RECORDS RETRIEVAL REQUEST
.REQUESTED BY:
DATE: 2J
r DIVISION/DEP .
I'Cm
PHONE: ti
RECORDS REQUESTED:
BIN/BOX #
GS#
DESCRIPTION
ITEM#
DATE(S)
a
(�
f
r
i
Y
j
i-
I
!DATA TRANSMITTED BY: PHONE:
t-
O
FAX: MAIL/COURIER: Q
IN PERSON: 0
[RECORD(S) RECEIVED BY:
DATE:
RECORD(S), RETURNED BY:
DATE:
RECORD(S) RECEIVED AT FACILITY BY:
DATE:
I COMMENTS'—
�..l
5- -
A�
RETURN SIGNED COPY WHEN RETURNING REQUESTING RECORDS
YSLCC/IS:9/24/09
f • W/
�r FL
J�• .
a
OWNERMLDR OR CONTRACTOR SIGNATURE
�'ri�tamt
)cvw F .
STATE OF? Fi 8Ri17
s ( - 1.
� BEF}ORE ME THIS DAY'OF
_1CkNOWLEDGED
WHO IS FERSO ALLY KNOWN TO ME-
IfS 1'RO►i13it• .,AS IDENTIFICATION.
� :
STATE 0'
U .,,,I JR
r�Unt�,oF
tr�tio
u t i d, l 1Nl mi CCU t
�.,gT VNOTARY,,
.:>: < -.-+. -:..:., ^•'�„r.�ri.++++rww.+.rayrrrr`+�M�r`f�
FOR OFFICE USE ONLY:
4,,.. � �+.A.�+�+`i....
Number. of Open.Inspbations. .
Total Inspeatlona:: .
(Divide open by total- to get % of open inspections)
Porco
Origin I p.- mit fee �x%open = $ Renewai,fee . m
Examplo [15 divided by 23 ..65(%)] $175(permit fee) x''.65=$11I3,75'(reaewal fee)
Rovised 7/21/2014
CIVIL - STRUCTURAL - MARINE
1.40
ENGINEERING, LLC
SLIDER DOOR REPLACEMENT
SUBMITTAL BOOK
FOR
MIRAMAR CONDOS
ST. LUCIE COUNTY
PROJECT.
EXTERIOR SLIDER DOOR
REPLACEMENT FOR UNIT #105.
WALSH RESIDENCE
CODE.
FLORIDA BUILDING CODE (F13C 2007)
WITH 2O09 SUPPLEMENTS
AND ASCE 7- 05
DESIGN - .PA 1�A 1VlET ERA': -------- -- ----- ----- - -- ---- - --
WL=1-40 MPH
EXP. "C"' I . ,T . 1.0
CSM ENGINEERING
189- S.W. MONTEREY ROAD
STUART, FL 34994
772-220-4601 ,
io " ,
J DY ANN PERKINS DATE:
FLORIDA REGISTERED PROFESSIONAL ENGINEER #62332
J
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
DOOR
POSITIVE PRESSURE
NEGATIVE PRESSURE
FLOOR HT. (FT.)
53 PSF
1 -53 PSF
100'-0"
trrtAVt wINU AKLA = 64SUhI
WIND LOADS
EXPOSURE: "C" PER ASCEISEI 7-05
WIND VELOCITY: 140 MPH 3 SEC. GUST
ZONE 4 DESIGN
COMPONENTS & CLADDING
IMPORTANCE FACTOR: 1.0
INTERNAL PRESSURE COEFFICIENT: +/- 0.18
ENCLOSED BUILDING DESIGN
MEAN ROOF HEIGHT=100'-0"
GENERAL AND STRUCTURAL NOTES:
1. ALL CONSTRUCTION SHALL BE DONE IN ACCORDANCE 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 & NOAb08-0630.02
CHART OF UNITS TO REPLACE SLIDER DOORS:
UNIT #
3000 SERIES
5000 SERIES
IMPACT
X
NON —IMPACT
102
105
X
305
X
504
X
704
X
802
X
805
-:N
PROJECT:
MIRAMAR SLIDER
DOOR REPLACEMENT—
10,000 S. OCEAN DR.
JENSEN BEACH, FLORIDA
772-229-1330
A
5
DESIGNED BY: CUT
DRAWN B!: CUT
CKMEO RY: mP
ROT DAM 11-Nt-20I1
X\SIIDER DOOR MIRAMAR YALTEH RAN
SCALE R WITH PROTECT l:
THE ENGINEER THEM ORRESSLY RESERL£S HIS/HER COWWON TAW �-,
COPWOpR AND OTHER PROPERTY RIGHTS. THESE PLANS AND ORum ARE
NOT TO BE REPRODUCED. CHANCED. COPED. OR ASSIGNED TO ANY INRO
PARTY N ANY FORIF OR W1NER WHATSOEVER RITHOUT FIRST CBTNNM THE
ETPAESS WRITTEN PERUSS10N AND CONSENT OF CSN ENGINEERS, LLC.
THIS DOMIENT. THE TOM AND DESIGNS INCORPORATED HEREPI AS AN
OSUNRIENR OF PROFESSIONAL SERVICE, R THE PROPERTY OF CSW ENGTHM
LLC AND IS NOT TO BE USED, N WHOLE OR N PART FOR ANY OTHER
PROJECT NTHOUT THE WHITEN ALIINORI2ATION OF CSN ENONEERNC. U.C.
CSAL ENGINE RS, LLC COPYRIGHT C2010
ALL DRENSNNS SHALL BE VERTED N OE FIELD BY DE Cl"-- THE
CONTRACTOR 6 RESPONS&E FOR THE COORDINATION OF ALL DNENSIONB.
ALL SCATS INDICATED PERTAIN TO 24136- ROTS
CIVIL - STRUCTURAL - MARINE
ENGINEERING, LLC
CSM ENGINEERING, LLC
189 SW MONTEREY RD
STUART, FLORIDA 34994
PH: 772.220.460 1
FX:772,220,4603
1591. WCSTIENGINEERS.CON
CER➢ACATE OF AAPINZAOCN: 00026263
DY ANAL ERKINS DATE
RORM REGISTERED PRO'ES90NAL ENONI ER ND. 62332
STkT INANE: I
SLIDER DOOR NOTES & DETAILS
SHEET l:
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
Street Address
jQppp S> Clr-At.,
Permit Number
X-eiASt4q gtad4
Occupancy Type
FL
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 6 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.
Desian Parameters and Assumptions Used: (Please check or complete the appropriate box.)
1 Florida Building Code 2007 Edition with 20019 Supplements and ASCE 7 — 015
2. Building Design is: Enclosed: X Partially Enclosed: Open Building:
3. Mean Roof Height: J 00'4 Roof Pitch: V [ A-+- Internal Pressure Coefficient:
4. Width of End Zone: & T-4 Wind Speed: ! y® (3 see. gust)
S. Building Classification Table 1-1. ASCE 7 -Z7-' FBC Table 1604.5
6. Wind Exposure Classification: C 'Adjustment Factor for Exposure & Height: l o
7. Components & Cladding Wind Pressure on Roof Zone 1 2 3. PSF
S. Components & Cladding Wind Pressure on Wall Zone 4 t- 535 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). }}`ffcLC/ MCP
13. Are Component and Cladding Details Provided? Yes x No _ (if No, attach explanation)
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 my knowledge and belief. tory Name: �� �e C�S Cert#
Design Firm: C QO&
SLCCDV.Form # 020-00 SEAL(%U
A,
Revised 2/27/09 (CL)
Revised 6/11/2010 (IS)
Building Permit # -
Planning & Development Services Department
Building & Regulations Division
Product Review Affidavit
'Owners Name A j �Cl kI'16LC— CO-YA Applicant:
Product
Opening Design
Product Rated
Manufacturer
Model Number
Product Approval
Glass
Method of Attachment
Pressures'
Desian Pressure
Number
Tv.pe
Windows
Mullions
Fixed Glass
Block Glass
Skylights
7-
Sliding Glass Doors
53 Pi.TF
—MA
Soo 0
05
Y if 0 1
Swing Type Doors
French Doors
Garage Doors
Hurricane Protection
Roof Ventilation
Roofing Material
i
I have reviewed the above components or cladding and Lhave approved their use in this structure. These products
provide adequate resistance,to the
wind loads and forces specified by current code provisions.
Name: Signature: / t, ;
seal
.j
t
Design Prof. /K Fw-r q h 12 -e*'Cert. No. Date: Q0
V
447t
MI�UWE.
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
MIAMI-DADS COUNTY, FLORIDA
METRO-DADE FLAGLER BUILDING
140 WEST FLAGLER STREET, SUITE 1107
MIAMI, FLORIDA 33130-1563
(305) 375-2902 FAX (305) 372-6339
NOTICE OF ACCEPTANCE (NOA) www.miamidade.sovlbuiidingcode
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 expiration date 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 G1ass.Door - S.M.I.
APPROVAL DOCUMENT: Drawing No..09 220R1, 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.
ADVERTLSEMENT: 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 1 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, PA.
SL'-r_% NOA No. 08-0630.02
MIAM4DADEOUNTY C" I p v \w Expiration Date: June 26, 2013
,..., , gal Exp�
Approval Date: March 03, 2010
�Page 1
cs.
Southeastern Door Company
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
I
A. DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No. 09-220R1, 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 0151-0905-09, 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 0151-090941, 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 Test, 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 0151-110541, dated 12/12/01, signed and sealed by Vinu J. Abraham, P. E.
(Submitted under previous-NOA No. 03-052708)
Jaime D. Gascon, P. E.
Chief, Product Control Division
' NOA No. 08-0630.02
Expiration Date: June 26, 2013
I 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 12/11/10.
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 0151490549, issued by Hurricane Test Laboratory, Inc., dated February 12
and October 19, 2009, signed and sealed by Vinu J. Abraham, P. E.
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 Test Laboratory, 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
L 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- POSTING,
'SOUTHEASTERN DOOR COMPANY
JUPITER - FLORIDA
DADE COUNTY PRODUCT CONTROL APPROVED'
4- DESIGN`LDAiDS+' 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- MAT.ERIAL, 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 ➢RAWINGS.
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 ➢URATION 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
-I MODULE I --
-I MODULE I --
MANUFACTURER:
S®E
2 MODULES SOUTHEASTERN
NenWecl,uen allmpecl ResivdM SWinp fJofa noes
O X 1505 COMMERCE LANE, P.O.
BOX 794
a' JUPITER, FLORIDA 33458
PHONE: (561) 746-5493
FAX: (561) 575-1826
---� MODULE I-- MODULE I---- ---I MODULE I-- PRODUCT:
ATLAS PLUS
SERIES 5000 ALUMINUM
SLIDING GLASS DOOR
O X X Q O X )( X X SMALL MISSILE IMPACT
Q, Engineering:
Ti% qTa Jilt.
CA 81'I ltp�+�z�r
F- —{ I--,'
MODULE MODULE MODULE P S
4 MODULES
3 MODULES
1111-111-
O X X X X O X X X X X X
NODULE F'- --I MODULE I--- MODULE
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 ❑R 3 DOOR MODULES WITH REINFORCEMENT
2
1
RATING FOR 2 DOOR MODULES WITH REINFORCEMENT
IA
RATING FOR MORE THAN 4 DOOR MODULES WITH REINFORCEMENT
2
RATING FOR 4 3 OR 2 DOOR MODULES WITHOUT REINFORCEMENT
8
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
FRAMING ANCHORAGE RATING
AND SCHEDULE
1
GENERAL NOTES, TYPICAL ELEVATIONS
8
2
DESIGN
RATING TABLES 1, lA 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
1:3
DOOR & FRAMING ASSEMBLY
7
FRAMING
ANCHORAGE DETAIS
- No. 2609
0 15. a ,
0
DRAFTING,
PK DRAFTING & MORE
MIAMI-DADE BCCO:
PRODUCPRBVISPD
m. complying with Rm Florida
8uitdi 19 Code
Acuglance
We
By
N iaml a& hodud Control
Date: 02/05/10
Scale: NA
Design by: PPMF
Drawing Number
09-220R1
SHEET'
1 of 13
i
TABLE 1
2 DOOR MODULES W/ REINFORCEMENT
4 OR 3 DOOR MODULES W/ REINFORCEMENT
SECTIONS 7 AND 6
N OR DOOR MODULES
FDI IR A THQFF i TWrI
MODULE
WIDTH
FRAME
HEIGHT
PD RATING
PD RATING
I GLASS
TYPE
(+)
(-.)
+)
I (-)
30
80
90. 0
100.0
90. 0
1 100.0
B C
84
90. 0
100. 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
10010
B C
104
90. 0
97. 6
90.0
100. 0
B C
108
63. 7
83. 7-9-0-0
I 0. 0
B 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
9, 0
U. 0
B C
96
90. 0
160. 0
B C
100
90. 0
97. 0
B C
104
82. 6
82. 6
90.0
100. 0
B C
108
70. 7
70. 7
85. 7
8
B C
120
46. 0
46. 0
55. 8
55. 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
1 B C
100
84. 7
'84. 7
90. 0
100. 0
B C
104
72. 0
72. 0
. 3
B C
108
61. 6
61. 6
74, 7
74. 7
B C
120
40. 0
40. 0
48. 4
48, A
C
48
80 1
90. 0
100. 0
90.0
100. 0
B C
84
90. 0
100.0
90.0
L00.0
B C
88
90, 0
98. 2
90.0
100. 0
B C
92
90. 0
93. 91
90,0
L00, 0
B C
96
90. 0
90. 0
90. 0
100.
B C
100
70. 0
75, 8
70. 0
.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
Go
80
70.-0-86.
4
C
82
70.0
84.3
C
84
70.0
82.3
C
NOTE- MODULE WIDTH IN INCHES
FRAME HEIGHT IN INCHES
PRESSURE RATING IN PSF
2' THRESHOLD LIMITED TO +50 PSF
EXAMPLE�TABLES I AND 2
192X96 OX-XO - 4 MODULES
MODULE WIDTH= 192/4= 48' // FRAME HEIGHT= 96'
DESIGNED PRESSURE +90, -90 PSF W/ REINF.
DESIGNED PRESSURE +70, -70 PSF W/DUT REINF.
EXAMPLE,TABLES 1 AND 2
96X96 OX - 2 MODULES
MODULE WIDTH= 96/2= 48' // FRAME HEIGHT= 96'
➢ESIGNED PRESSURE +90, -100 PSF W/ REINF.
DESIGNED PRESSURE +70, -70 PSF W/OUT REINF.
EXAMPLE -TABLES IA
28SX96 OXX-XXO - 6 MODULES
MODULE WI➢TH= 288/6= 48' // FRAME HEIGHT= 96'
DESIGNED RATING= ±70 PSF W/ REINF.
TYPICAL ELEVATION AND DESIGNED PRESSURES
L3
w
w
E
tY
L
DW - DOUR WIDTH
MODULE MODULE MODULE MODULE MODULE MODULE
WIDTH WIDTH WIDTH WIDTH WIDTH WIDTH
3
O
X
X 4
X
4 5
4
7
7
7
WRENF.
W/RE1,F
WIRl-7tf..
/
2
w/REW.
2
2
1
�
3A
X
4
X
7
wrizF�.F
2
DM= DW / NUMBER OF MODULES TYPICAL DRAIN PAN
SEE SHEET 3 AND 4 FOR DETAILS SEE SHEET 11 OF 13
TABLE 1A
MORE THAN 4 DOOR MODULES W/ REINFORCEMENT
SECTIONS 7 AND 6
MODULE
WIDTH
FRAME
HEIGHT
PD RATING
(+) 7(->
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
89.1
B C
104
75.9
75.9
B C
108
65.1
65." t
B C
120
42.5
42.5
B C
36
80
9010
100.0
B C
84
90.0
100.0
B C
96
86. 2
86. 2
B C .
100
75.4
75.4
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
90.0
96.0
B C
84
90.0
91.4
B C
6
1 76, 8
76. 8
B C
100
65, 9
65.9
B C
104
56. 0
56,0
B C
108
1 47. 9
47. 9
B (7-
48
80
84.0
84.0
B C
84
solo
80.0
B C
88
76.4
76.4
B C
92
73.0
73.0
B C
96
70. 0
70. 0
H C
54
80
74. 7
74. 7
B C
85
70. 3
1 70. 31
B C
NOTE- MODULE WIDTH IN INCHES
FRAME HEIGHT IN. INCHES
PRESSURE RATING IN PSF
2' THRESHOLD LIMITED TO +50 PSF
TABLE 2
4.3 OR 2 DOOR MODULES W/OUT REINFORCEMENT
SECTIONS 4 AND 5
MODULE
WIDTH
FRAME
HEIGHT
PD RATING
(+)
(-)'
GLASS
TYPE
30
80
70. 0
1 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
70.0
70.0
B C
108
65. 1
65. 1
B C
120
42.5
42.5
B 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
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.
92
70.0
70.0
1 B C
96
70. 0
70. 0
B C
54
80
70, 0
70.0
1 B C
85
70. 0
70.0
1 B C
NOTE: MODULE WIDTH IN INCHES
FRAME HEIGHT IN INCHES
PRESSURE RATING IN PSF
2' THRESHOLD LIMITED TO +50 PSF
MANUFACTURER:
S®E
SOUTHEASTERN
u,naeu,remamw,eaw.wasra�q cic,w,l,
1505 COMMERCE LANE, P.O.
BOX 794
JUPITER, FLORIDA 33458
PHONE: (561) 746-5493
FAX: (561)575-1826.
ATLAS PLUS
SERIES 5600 ALUMINUM
SLIDING GLASS DOOR
SMALL MISSILE IMPACT
Engineering:
i
.EngTia +lnr
CA 8116 ��u+.wrp,
6971 W.I���Inri6NB�Wv1
No.
�►t '__ elk
DRAFTING:
PK DRAFTING & MORE
MIAMI-DADE BCCO:
RODUCrREVISED
s oomplying with the Florida
Pudding Code
1cccpten, N0 1a�6
Sy -
diem' ode Product Control
Nvu'on
Date: 02/05/10
Scale: NA
Design by: PPMF
Drawing Number
09-220R1
SHEET
2of13
TYPICAL SECTION DETAILS
SEE SHEET 7 FOR HEADER
ANCHORING DETAILS MAXIMUM
1/4' SHIM PART 7 WITH 1.75X1.25X.5
W3 DUST PLUG AT EACH ENDS WAS
ATTACHED TO PART #6 WITH INSIDE
2, 2A, 2B OR 2C
#10x1-1/2' SS FH SPACEO 3'
O
iTT
ur
FROM.EACH ENDS AND 16• 6
HEADER
�i ij
W3
MAXIMUM ON CENTER.
�i
Ir=r11
OPTIONAL t ji
iL,
5
5
WS
11 9
11
13
SCREEN Ii
DOOR ! J
13
!.OUTSIDE
INSIDE
x ;
w
LOCK
WS _
w
I
1I
MEET N CSTI LE
!`
8
3, 3A, 3B OR 3C
C
[LL� __
�—
OPTIONAL
WIOUT
REINFORCEMENT
z i
O
OUTSIDE
SCREEN DOOR
I
SILL I l
'2'THRESHOLD
LIMITED TO-50 PSF
r
II
II
tit
II
II
_T
N
10 �
I
Q
0
I
i
I
ai
#IOX1/2' FH SS
x
6' FROM END
AND 24' OC
W3
a,
INSIDE
4
SEE SHEET 6 FOR SILL
L
ANCHORING DETAILS
W4
W4
µ
W2
W1
Q
o w
9 ll 13
11
13
MAXIMUM
W3
WI
1/4' SHIM
W3 OUTSIDE
��
U2
4U1lipA
E
OPTIONAL 12
LOCK
11 INSIDE
wo
x=
w
w.Q
1, IA, 1B OR IC
q
��
ti
If__=occ=--Li51
lii
---
r
�IQ-
9
OUTSIDE
'.9.'
#10-16x1' PHSMS
I�IL--------J�-----
� -r
w
MAXIMUM
SPACED AT L6'DC
W3
1/4' SHIM
OPTIONAL
w
SCREEN DOOR
wo
rnT
OPTIONAL 12
3
O
4
O
w ¢
JAMB LOCK STILE
INTERLOCK STILE
rn
3A
FIXED MODULE
OUT
---
1, IA, IB OR IC
JAMB LOCK STILE
REINFORCEMENT
OPERABLE MODULE
MANUFACTURER:
UM-1
SOUTHEASTERN
ManWaznrers d ImpaG RarlsfeN Sbdnp GOsa DnaP
1505 COMMERCE LANE, P.O.
BOX 794
JUPITER. FLORIDA 33458
PHONE: (561) 746.5493
FAX: (561) 575-1826
PRODUCT: I
ATLAS PLUS
SERIES 5000 ALUMINUM
SLIDING GLASS DOOR
SMALL MISSILE IMPACT i
Engineering:
EngC2n Jnr.
CA 8116 �eiuiiu�}p
PlantEN
�tl,3
* ; N 52609
i*
2
DRAFTING,
PK DRAFTING & MODE
MIAMI-DADE BCCO
PRODUCT REVISED
as complying with the Florida
Date: 02/05/10
Scale: NA
Design by: PPMF
Drawing Number
09-220R1
SHEET
3of13
20
OUTSIDEME
a
Ir11
-
20
#10-16x 1' PHSMS 6-
SPACED AT 16'OC
O
INTERLOCK STILE
W/ REINFORCEMENT
TYPICAL SECTION DETAILS
PART 7 WITH 1. 75X1.25X.5
DUST PLUG AT EACH ENDS WAS
ATTACHED TO PART #6 WITH
#I0xl-l/2' SS FH SPACED 3' INSIDE 6
FROM EACH ENDS AND 16' 2p
MAXIMUM ON CENTER.
Ea5
11 11 9 11
13 13
Ws —
RS�=====____- tip
'W IIIItI r
OPTIONAL OUTSIDE OPTIONAL
SCREEN DOOR SCREEN DOOR
O
MEETING STILE
W/ REINFORCEMENT
1/4- �NLM
3A O
JAMB LOCK STILE INTERLOCK STILE
OPERABLE MODULE W/ REINFORCEMENT
13
w
F
0
LOCKING STILE
OUTSIDE
INSIDE
GLAZING DETAILS
MANUFACTURER:
S
1/4' HS GLASS
SOUTHEASTERN
r-E. I. DUPONT INTERLAYER:
0. 060 BUTACITE PVB DR
AenW ���a�➢atl Ralse lS-V 04.O
0.035 SENTRYGLAS PLUS IONOPLAST
1505 COMMERCE LANE, P.O.
r1/4' HS GLASS
BOX794
w
JUPITER, FLORIDA 33458
9/16' LAMINATED IMPACT GLASS
N
o
PHONE: (561)746-5493
z
FAX: (561) 575-1826
13
p
PRODUCT:
ATLAS PLUS
°1
SERIES 5000 ALUMINUM
SAME GLAZING DETAIL—/
13
SLIDING GLASS DOOR
]w
w APPLICABLE AT THIS
SMALL MISSILE IMPACT
z SECTION
Engineering:
KngCgn Jrtr.
CA 8116
6971 W.Sunrise Blvd. 104
TYPE B GLASS
9/16' LAMINATE➢ HS WITH 0. 06' E. I. DUPONT
BUTACITE PVB INTERLAYER
EN(1iG
TYPE C GLASS-
•0
9/16' LAMINATED HS WITH 0.035' E.I. DUPONT
`k
SENTRYGLAS PLUS IONOPLAST INTERLAYER
*�
�'�.FE��r2014••'
eap
ea
(11) GLAZING ADAPTOR SLID IN PLACE
'yF�t�edgeeiivtt
AND SECURED WITH #1OXI 1/2 SS FH
t
r
LOCATED 1' FROM EACH END AND SPACED
NO MORE THAN 24'OC CORNERS TO BE
DRAFTpINGR
SEALED WITH CRL SILICONE.
pp p!
pKOR{r�IHC1$�MQRE
(13) GLAZING GASKET
MIAMI-DADE BCCO:
1/4' HS GLASS
. E, I. DUPONT INTERLAYER:
0, 060' BUTACITE PVB OR
RODuct'nEVISED
wrnplying with thl: Florida
0, 035' SENTRYGLAS PLUS IONOPLAST
Mid Cock
1/4' HS GLASS
OA r
cceptmtce No f-
etc om
MIN. LAMINATED IMPACT GLASS
GLASS
Miyrnl Product Conan
BITE
Divisor*
3/4'
SAME GLAZING DETAIL
APPLICABLE AT THESE
SECTIONS
Date:02/05/10
Scale: NA
Design by: PPMF
INTERLOCK MEETING STILE
OUTSIDE 13
13 ourslDE
INSIDE wslpe
Drawing Number
09-220R1
SHEET
4 of 13
FRAMING ANCHORAGE
DETAILS
" "w•
MAXIMUM
1/4' SHIM
�lvOi LO ¢:,.., .. .',
•'
JAMB TRACK ANCHORED TO
' W ~ '
CONCRETE TO MASONRY
A
2 TRACK
21 TYPICAL SHEAR CLIP
AT EACH ANCHOR LOCATION
ANCHOR TYPE A OR B
1/4' TAPCONS BY ITW BUILDEX
n
SPACED AT 16'DC
21
W
0
of
1
-au
•
1, IA, IB OR 1C
¢iW
OWZ.
i
ow
TYPICAL PERIMETER
OUTSIDE
t-0 .O.
N
SEALANT VULKEM
116 POLYURETHANE
,
N
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
ANCHOR TYPE C
0
1/4' TAPCONS BY ITW
BUILDEX
SPACED AT 16'DC
o
ri
t•i
�1, IA, IB DR 1C
TYPICAL PERIMETER
SEALANT VULKEM
116 POLYURETHANE
TRACK OPTIONS
3 TRACK
IA
METAL STRUCTURE
1/8' MIN. THICKNESS
MAXIMUM JAMB TRACK
1/4' SHIM ANCHORED TO METAL
STRUCTURE
21 TYPICAL SHEAR CLIP
AT EACH ANCHOR LOCATION
ANCHOR TYPE ➢
1/4-14 SS SHEET METAL SCREWS
SPACED AT 16'OC
1, 1A, 1B OR 1C
TYPICAL PERIMETER
SEALANT VULKEM
116 POLYURETHANE
1C
C
UU 1 Nut!
MANUFACTURER:
S�
SOUTHEASTERN
MandacWrers NMpatl RaakfaNS�duq Glatt Dwarf
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:
ifitgTJor .3nr.
CA 8116
6971 W. Su '.sjkX �� 104
lanl 6}�` I 313
1E�/eAO
�,'• FAA F2010'�
Ir
v
IOMA_2�
DRAFTING-
PK DRAFTING & MORE
MIAMI-DADE BCCO:
PRODUCr REVISED
as complying with W' Florida
Building Cod' 0116
30.02 ' A�aeptaoyc(epNo
0)3
Date: 02/05/10
Scale: NA
Design by: PPMF
Drawing Number
09-220R1
SHEET
5of13
i
r
I C
STAGGERED AT 2 TRACK 3 TRACK OPTIONS
3' FROM EA OTHER
SEE ILLUSTRATION ON SHEET 7
THRESHOLD LIM[TATION,
Zr (SEE SHEET 6 OF 13)
N �
m
OUTSIDE
OUTSIDE
E. D. 1; E.
3
MANUFACTURER:
FRAMING ANCHORAGE DETAILS S
3A SOUTHEASTERN
Mandactunn dLryuC Resistant SBEirry fJaueoors
ANCHOR TYPE A 1505 COMMERCE LANE, P.O.
1/4' TAPCONS BY ITW BUILDEX BOX 794
SPACED AS PER TABLE 3 FOR 2 TRACK AND JUPITER, FLORIDA 33458
3 TRACK �u m SPACED AS PER TABLE 4 FOR 3, 4 OR 5 TRACK PHONE: (561) 746-5493
FAX: (561) 575-1826
PRODUCT:
3, 3A, 3B OR "& ATLAS PLUS
E. D. SEE ILLUS,TRATION'Z" &NOTES SERIES 5000 ALUMIMNU
ILLUSTRATION •Z" & NOTES
OVERHANG MUST BE
GREATER OR EQUAL TO THRESHOLD
MAXIMUM
PRESSURES (PSF)
TYPE
FLOUR TO CEILING D[M.
CASE 1
CASE 2
3-1/4'
+90
T95
2'1
+90
+50
'[
�7�
I�
I CASE I- DOORS W/ OVERHANG AS PER ILLUSTRATION 'Z'
� = OVERHANG CASE 2- DOORS WITHOUT OVERHANG
L)A
L) Ld NOTES-
2 1- 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
SLIDING GLASS DOOR
ANCHORED TO
CONCRETE
SMALL MISSILE IMPACT
F
21 21
Engineering:
+-En To 3nr.
CA 8116
6971
•TRACK
:.SILL TO BE SET ON BEAD OF
E!�,�,yDyc��,�yF p
ca7';OO
POLYURETHANE SEALANT (VULKEM 116)
�•Q :'
i•` .` OR BASE OF HIGH QUALITY NON -SHRINK
. t
4 609
3 KSI GROUT ..�..1•
No, 5
2.50
EDGE
DISTANCE SHEAR CLIP PART #21 ARE NOT=��'•;r
[•A
REQUIRED WHEN TRACK IS SET
_:0.._••����1tlP�,
ON NON -SHRINK 3 KSI GROUT
ANCHOR TYPE C
1/4' TAPCONS BY ITW BUILDEX
DRAFTING.
SPACED AS PER TABLE 3 FOR 2 TRACK AND
PK DRAFTING & MORE
SPACED AS PER TABLE 4 FOR 3, 4 OR 5 TRACK
MIAMI-DADE BCCO:
3, 3A, 3B OR 3C
SEE ILLUSTRATION"Z"& NOTES
PRODUCTREVISED
ae complying with the Florida
SILLTRACK
ANCHORED TO WOOD
Building Code
Acceptance No - 3O.0,
2
Rm 15
21
Date: 02/05/10
SILL TRACK TO BE SET ON BEAD Scale: NA
OF POLYURETHANE SEALANT Design by: PPMF
(VULKEM 116)
WOOD MIN. (G>=. 55) Drawing Number
STRUCTURE BY OTHERS
T��
3. °° ---- 09-220R1
SHEET
6of13
DOOR FRAMING
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
HEADER TRACK
ANCHORED TO WOOD
t STRUCTURAL 2X BUCK
TO BE DESIGNED
BY OTHERS
TYPICAL PERIMETER
SEALANT VULKEM
MAXIMUM
116 POLYURETHANE
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
HEADERTRACK
SPACED
AS PER TABLE 4 FOR 3, 4 OR 5 TRACK
ANCHOREDTO
CONCRETE
,2,50�r,.
2.5b
EDGE
3.00
EDGE
'-: DISTANCE' :'•
:.'DISTANCE. % ,.
TYPICAL PERIMETER
SEALANT VULKEM
MAXIMUM
116 POLYURETHANE
1/4' SHIM
---2, 2A, 2B OR 2C
HEADER TRACK
ANCHORED TO METAL STRUCTURE ANCHOR TYPE 0
1/4'-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
TYPICAL PERIMETER METAL STRUCTURE
SEALANT VULKEM 3. 00 1/8' MIN. THICKNESS
116 POLYURETHANE
MAXIMUM OUTSII
1/4' SHIM
2, 2A, 2B OR 2C
TRACK OPTIONS
STAGGERED AT
3'. FROM EA OTHER
E. D. 12 E. D.
OUTSIDE
2 TRACK
a r2�4
TRACK
TRACK
MANUFACTURER:
S®E
ANCHORAGE TOP VIEW
LAY —OUT APPLICABLE ONLY SOUTHEASTERN
FOR TWO TRACK SYSTEM ManNxlwen wMnedRe.✓erenf sao;�q cras.mm.
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:
Ting(go 3nr.
CA 8116
6971 W. Sunrise Blvd.104
PlantA •.•���,
tEo��.:'�GEN
a NO �9
FEB_ 011.D�
PK DRAFTING & MORE
MIAMI-DADE BCCO:
'RODUCr REVISED
o complying with the Florida
3uilding Code
kmptanceN O.0
—•n � mcl073
Date: 02/05/10
Scale: NA
Design by: PPMF
Drawing Number
09-220R1
SHEET
7of13
FRAMING ANCHORAGE RATING AND SCHEDULE
MANUFACTURER:
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
3
1
2
30
80
86.6
100.0
100.0
55:0
100.0
100.0
100.0
100.0
84
62.5
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
100
69. 3
100, 0
100. 0
44. 0
87. 9
L00. 0
100. 0
100. 0
104
66. 6
97, 6
97. 6
42..3
84. 6
97-6
9
97.
108
64.2
83.7
83.7
40.7
81.4
83.7
83.7
83.7
120
54.6
54.6
54.6
36.6
54.6
54. 61
54.6
1 54.6
36
80
72.2
100. 0
100. 0
45. 8
91. 6
100.0
100. D
1 100. 0
84
68, 8
100, 0
100. 0
43.6
87. 2
100.0
100. 0
100. 0
6
60.2
100.0
1 100.0
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
100. 0
35.2
70. 5
100.0
86, 2
100. 0
108
53. 5
85. 7
85.7
33. 9
67. 9
65. 7
83, 0
85. 7
.120
48. 1
55.8
55.8
30.5
55.8
55.8
55.8
55.8
42
BO
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
149. 5
99. 0
100. 01
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
145.8
74.7
74.7
29. 1
58.2
74.7
71. 1
74.7
120 141.
3
48. 4
48. T
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
88
49.2
98.5
100.0
31.2 1
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. Ol
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
100.0
84
47.6
95.2
100.0
30.2
60.4
90.6
73.8
100.0
88 145.4
90.9
100.0
28.8
57.7.
86.5
70.5
100.0
97, 5141.0
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
98. 3
82 142.
3
84, 5
97. 3 1
26. 8 1
53.6
80. 4
65. 6
97, 3
84 141.3
82. 5
96. 0 1
26. 2 1
52, 3
78. 5
64. 0
96, 0
TABLE 3 EXAMPLE,
DOOR MODULE= 48' -- FRAME HEIGHT= 96'
HEADER & SILL ANCHOR TYPE A -
WITH 1 CLUSTER - MAXIMUM PRESSURE P➢= t 45.1 PSF
WITH 2 CLUSTER - MAXIMUM PRESSURE PD= f 90.3 PSF
WITH 3 CLUSTER - MAXIMUM PRESSURE PD= ±100.0 PSF
SM
SOUTHEASTERN
_ NUMBER OF Mew.w�naowaaao:we�armq sr :oma
CLUSTERS
(n) 1505 COMMERCE LANE, P.O.
BOX 794
JUPITER, FLORIDA33458
PHONE: (561) 746-W3
FAX: (561) 575-1826
PRODUCT:
ANCHORS ANCHORS ANCHORS ANCHORS ATLAS PLUS
6 AT MAX. AT MAX. AT MAX. AT MAX, SERIES 5000 ALUMINUM
24' OC 24' OC 24' OC 24' OC SLIDING GLASS DOOR
1 SMALL MISSILE IMPACT
------
�i Engineering:
TRACK JTD JiP. OPTION CA8116
6971 W. sunrise Blvd. 104
aio III II III1I OPT ION i Plantation, FI
ENGCOCdi1Q SiF lFG
ux
TRACK 5 5
'c9S
OPTION
xa 4 ��I-�
4 I 09
I I I �I�i�� * •FE *� 2010
a I 7 I' I LJ I 7 I T 1� /1C
o a W/FfM.. I W/FFAF. W/R9,F. �O En eet5d2f Q
W I I I I I I _ .p''
Z¢ I I III I I =
DRAFT
pK ORAMN& aMORE
I I 2 II i I
ID- - - - I ----- J
MIAMI-DADE BCCO:
TRACK --I 6 �- RpDUCI'1iHVISED
OPTION eoahpl9ingwiih the Fluside
TYPICAL PAIR OF ANCHOR eliding Cede
CLUSTERED IN 1, 2 OR 3 SETS eeepteam NoQZ
SPACED AT 6' OC pirodon We Oi
SEE TABLE 3 FOR CAPACITY
MINIMUM EDGE
ANCHOR •TYPESi DISTANCE (E. D, )
A- 1/4' TAPC❑N 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 INT❑ 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 IN ❑ 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: 02105/10
Scale: NA
Design by: PPMF
Drawing Number
09-220R1
SHEET
8,of 13
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
HEIG T
1
3
1
2
3
30
80
86.6
100.0
100.0
55.0
100.0
100.0
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
100
69.3
100. 0
100. 0
44. 0
87, 9
100. 0
100. 0
100. 0
104
66, 6
9. 6
97. 6
42. 3
84. 6
97. 6
108
64. 2
83. 7
83. 7
40. 7
81, 4
83.
36
180
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
87, 2
100. 0
100, 0
100, 0
96
60. 2
100. p
100. 0
38. 2
71 3
100. 0
93. 3
100. 0
100
57.8
100.0
100.0
36.6
73.3
..100.0
89.6
100.
104
55. 5
100. 0
100. 0
35. 2
70. 5
100. 0
86, 2
.0
100. 0
1
53.5
85.7
85.7
33.9
67.9
85.7
83.0
85.7
180
48. 1
55. 8
55. 8
30. 5
55. 8
55, 8
55. 8
55. 8
42
80
61. 9
100. 0
--D. 0
39. 3
78. 5
100. 0
96. 0
0.0
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, B
10 1. 0
104
47, 6
87. 3
81. 3
30, 2
60. 4
87. 3
73. 8
87. 3
108
45. 8
74. 7
74.
58. 2
7 L 1
74' 7
48
L0
41.3
48.4
48.4
26.2
48.4
48.4
48.4
48.4
880
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
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
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
52
105
41. 1
73.4
73.4
26.0
52. 1
73.4
63.7
73.4
BO
50.0
100.0
100.0
31.
63.4
95. 1
77.5
100.0
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
100.0
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 1
27, 5 I
55, 0.
82, 4
67. 2
98. 3
82
42.3
84.5
19/ '41
26.8 I
53.6
80.4
65.6
97.3
84
41. 3 I
82. 5 1
96...Ol
26.2 1
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 OF
CLUSTERS
(n)
6
ANCHORS
AT MAX.
24' OC
UI
� I
I �� I
"In
I f��
�
a "
I
I TRACK
v ?
I OPTION
�
pi x
I I
I
�¢01
I
I
uW
I I
¢¢
IL
I I
I TRACK
OPTION
L------ L
L
�--
-I
6
ANCHORS ANCHORS
AT MAX. AT MAX,
24'OC 24'OC
TYPICAL PAIR OF ANCHOR
CLUSTERED IN 1, 2 OR 3 SETS
SPACED AT 6'OC
SEE TABLE 4 FOR CAPACITY
MANUFACTURER:
S �]E
SOUTHEASTERN
.
ManWeNMrs olMpaN Rulslart SiNnp fJnv pma
1505 COMMERCE LANE, P.O.
BOX 794
'
JUPITER, FLORIDA 33458
PHONE: (561) 746-5493
FAX: (561)575-1826
ANCHORS
PRODUCT:
AT MAX.
ATLAS PLUS
24'OC
SERIES 5000 ALUMINUM
SLIDING GLASS DOOR
SMALL MISSILE IMPACT
- - - `- -�
OPTACK
ION
Engineeringg:
CA8116
I I
6971 W. Sunrise Blvd.104 '
I
d o
r
Plantatio �R1,39
ENGGd�oLG
4
I*;
09FER
DRAFT I
/MORE
I I
PK DRAFTING 8
MIAMI-DADE BCCO:
TRACK
OPTION
ANCHOR TYPESi MINIMUM EDGE
A- 1/4' TAPCON BY ITW WITH 1 3/4' MIN, EMBEDMENT INTO 3000 st CONCRETE DISTANCE (E.D.;
B- 1/4' TAPCON BY ITW .WITH 1 I/4- MIN, EMBEDMENT INT❑ HOLLOW BLOCK 2 1/2'
C- 1/4' TAPCON BY ITW WITH 1 1/c" MIN. EMBEDMENT INTO PT WOOD (SG=.55) 3/4'
D- 1/4-14 SS SHEET METAL SCREWS INT❑ 1/8' METAL STRUC URES 1/2'
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
Date: 02/05/10
Scale: NA
Design by: PPMF
Drawing Number
09-22OR1
SHEET
9 of 13
DOOR FRAMING MANUFACTURER:
MINIMUM S
2-1/2'
2, 99 4. 52 .gyp 1. 13
1. so 1, so J_ SOUTHEASTERN
1. 5D 1. 53 1. So �/4'
V�'F' n! 0. 63
0 vT d0I1505 COMMERCE LANE, P.O.
0 N. BOX 794
1, 28 1. 28 N� � N1.28 1. 28 1.28 m 1JUPITER. FLORIDA33458
21- JAMB SHEAR CLIP D IAM' 0 08 PHONE: (561) 7465493
0. 25 ALUMINUM 6063-T6 HOLE FAX: (561) 575=1826
0. 10 0.25 0. IO PRODUCT:
2-TWO TRACK HEADER - 2A- THREE TRACK HEADER 0. O8 ioCu
ALLOY:6063-T6 ALLOY:6063-T6 o F.
d; ATLAS PLUS
1. 13 0 SERIES 5000 ALUMINUM
0. 63 SLIDING GLASS DOOR
6. 04 . 7, 57�If" SMALL MISSILE IMPACT
0 1. 50 1. 53 -� 1. 53 --1- 1, 50 1. 50 1. 53 1. 53 1, 53 -}� 1. 50 N 0.08 P o Engineering:
Cu I J +Erc,�C2u Ln Jnr.
1.28 1.28 1.28 1. 28 Cu
1, 28 1. 28 1. 28 1, 28 1. 28 Cu CA S116
6971 W. Sunrise Blvd.104
j-- to -THREE TRACK JAMB Plantatl9WR!99'W
m ALLOY: EN
0. 25 0, !00. 10 0 o a 1111 F/
28- FOUR TRACK HEADER 2C- FIVE TRACK HEADER - o I.%It-'S -
ALLOY: 6063-T6 ALLOY: 6063-T6
o. 1� �: O. 13 1 i__ No: t:
�'---- 3. 67 --t-TWO TRACK JAMB
5. 20 ALLOY: 6063T6 1. 13 .o FED 12010/
0
3- 3-1/4" TWO TRACK SILL
ALLOY: 6063-T6
2' THRESHOLD LIMITED TO +50 PSF
3B- 3-1/4" FOUR TRACK SILL
ALLOY: 6063-T6
• 2" THRESHOLD LIMITED TO +50 PSF
FD
0
}N
0 M
3A- 3-1/4' THREE TRACK SILL
ALLOY:6063-T6
2" THRESHOLD LIMITED TO+50 PSF
3C- 3-1/4" FIVE TRACK SILL
ALLOY: 6063-T6
2' THRESHOLD LIMITED TO +50 PSF
'
0.63
ny_mep�r ell•/, ��
=��i�' �'P-B�WOHRt�UEI[etla�
�1
1. l3
a
N ,.
DRAFTI�fGr�iiin////�i
D. 63
.:
PK DRAFTING a MORE
MIAMI-DADE BCCO:
m N
a
0. 08 a
m
RODUCTREVISED
comPlying will, die Florida
0.08 m
o
o
-
o
o ^
': ^
wilding Code'
cceptance No 0 Q
IrerionDue 0/3
fu
N
o
,d
Vl
N
'uni a odua Conhol
i uzon
W
Date:02/05/10
Scale: NA
a,
m
Design by: PPMF
O
a,
O
o
N
Drawing Number
T
09-22OR1
18- FOUR TRACK JAMB
ALLOY:6063-T6
1C- FIVE TRACK JAMB
ALLOY:6063-T6
FSHEET _
10 of 13
0. oe
--I}-1. el --I Ih
DOOR PANEL COMPONENTS & BILLOF MATERIALS
BILL OF MATERIALS
1, 7i? 0, 88 0, 90
N �I�
m n I n o m n
Ln N ru 1. 02 n v o� 3 o ICI o
.T l
0 �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. 54
0. 08
1. 72
�r N
v
9- DOOR END RAIL
ALLOY:6063-T6 ----II
rr �� 1. 63 �l 0
I
�ro
0
12- OPTIONAL FRAME
SNAP COVER
ALLOY: 6063-T6
6-ATLAS END RAIL
ALLOY:6063-T6
0, 08
0. 88 0. 90
1. 72
U) U7 (7 N LO
a,
��m T TI G
n n
0 0 0
3. 50 ---
8- DOOR BOTTOM RAIL
ALLOY:6063-T6
0.93 0. 10
T�
C3 0. 08 00
o o d T,
5�
13- GLAZING GASKET 0
EXTRUDED PVC 75 BURBMETER 11-GLAZING ADAPTER
MARINE GASKET PARTB 992 ALLOY:6063-T5
MADE BY TEAM PLASTICS. INC.
#
DESCRIPTION
MATERIAL
SUPPLIER
1
TWO TRACK JAMB
'ALUMINUM
6063-T6
SOUTHEASTERN
DOOR
COMPANY
IA
THREE TRACK JAMB
ALUMINUM
6063-T6
SOUTHEASTERN
DOOR
COMPANY
IB
FOUR TRACK JAMB
ALUMINUM
6063-T6
SOUTHEASTERN
DOOR
COMPANY
IC
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
FIVE 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
SOUTHEASTER
DOOR
COMPANY
8
DOOR BOTTOM RAIL
ALUMINUM
6063-T6
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 I
INGLE ROLLER
AMESBURY
18
#2815-84
MULTI -POINT LOCK
AMESBURY
19
#2470-84
KEEPER
AMESBURY
20
ATLAS INTERLOCK REINF,
(FULL LENGTH)
ALUMINUM
6063-T6
SOUTHEASTERN
DOOR
COMPANY
21
JAMB SHEAR CLIP IALUMINUM
6063-T6
SOUTHEASTERN
DOOR
COMPANY
22
SEALANT VULKEN 116 1
POLYURETHANE
TREMCO
WEATHER STRIPPING
OPERABLE
PANELS
W1
INTERLOCK STILE
ULTRAFAB
1205
SINGLE FIN 3/6'
PILE
HEIGHT
2
L ST ILEJ.
63 x0.382
TEAMPLASTICS
BULB
I
ART 91
RAIL
ULJKA�AIJ
W4
BOTTOM RAIL
ULTRAFAB
W31255
SINGLE FIN 1/2'
PILE
HEIGHT
WS
ASTRAGAL
ULTRAFAB
W31155BN6 SINGLE FIN
3/8' PILE HEIGHT
FIXED
PANELS
W6
INTERLOCK STILE
ULTRAFAB
W3426BNG SINGLE FIN 3/8' PILE HEIGHT
W2
INTERLOCK STILE
U.638x0.382 TEAM
PLASTICS BULB
VINYL
PART 191
W3
I TOP RAIL
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
W I
SILL
INT. VEEP HOIE
UXUU 1/2'
WELP DRAIN
PAN PLUG PART#890 0-2618
MANUFACTURER:
S 1
SOUTHEASTERN
Mews fl oft p dRdyN SWV G*=G
1505 COMMERCE LANE, P.O.
BOX 794
JUPITER, FLORIDA 33458
PHONE: (561) 7465493
FAX: (561) 57&1826
PRODUCT:
ATLAS PLUS
SERIES 5000 ALUMINUM
SLIDING GLASS DOOR
SMALL MISSILE IMPACT
Engineering:
CA 8116
6971 W. SuT fimgk&.104
DRAFTING
PK RRWING & MORE
MIAMI-DADE BCCO:
the Florida
1. 67 1. 24I Date: 02/05/10
CLUSTER OF MINIMUM FOUR Scale: NA
o I 1/4' DIAM WEEP HOLES Design by:PPMF
0. 10 n AT EA DRAIN PAN
T n N Drawing Number
L. 28 0.25 1/8x1' ❑PENING 09-220R1
0.20 FACTORY APPLIED DRAIN PAN
7-ATLAS DOOR ASTRAGAL 20-ATLAS INTERLOCK LOCATED AT CENTERLINE OF EACH PANEL SHEET
ALLOY:6063-T6 REINFORCEMENT -6063-T6 SEE SHEET 2 OF 13 11 of 13
DOOR HARDWARE
�ATTACHED
8- DEADLOCK
MULTIPOINT MORTISE LOCK PER LUCK MEETING STILE
ARDWARE SUPPLIER- AMESBURY
ART B2815-8419-STRIKE PLATE
TO THE DOOR WITH (27 46X 1/4' SS FLAT HEAD SCREWS. � I�'
I KEEPER PER MEETING STILE OR JAMB
10. I37 HARDWARE SUPPLIER- AMESBURY
PART W2470-84
1 ATTACHED AT JAMB OR ASTRAGAL RAIL
p 0 0 0 0 0 Ln USING FOUR W/ 010-I6X 1-1/2'PHSMS.
10. 130
.56 2.5
5. 662
O O O 0. 13
1. 969 , 75
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 01966-7000-12 PART D1966-7501.-14
ADJUSTABLE I Il/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 ROIL THE BOTTOM RAIL USING ONE 1/4'XI SS ROD.
DOOR HARDWARE TYPICAL LOCATIONS
1
_
1
3
0
4 X S
X 4
X 4
7
LDCK
7
7
VwREF.
WIREPF
WrREm..
6
W031F.
f�
a,
N //
2
2
—i I/n— —I/ 11— —1/ 11— '-1/ 1/— `I/
K
MANUFACTURER:
S®E
SOUTHEASTERN
Yen✓ecMe2 Nlmp+p RoakkM Sfetip Gba Gums
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
+Fn>gTo 3nr
CA 8116
6971 W. Sunrise Blvd.104
PlantatiojePfr iG
ENG GCS ... ...
V ENS •
*E
FF&46 201¢
DRAFT INGe �� rnrAyrrrr
PK DRAFTING & MORE
MIAMI-DADE BCCO:
Date: 02/05/10
Seale: NA
Deslgn by: PPMF
Drawing Number
09-220R1
SHEET
12of13
0. 25
DOOR CORNER ASSEMBLY __j L— —I 1 00 �—
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 N
N
IN
APPLICABLE ONLY FOR REINFORCED DOORS
1/4-iX5-1/4. 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) #14X1 SS
C1 PER
CORNER)
tj
#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
L n u - J
BOTTOM RAIL
nnn
BOTTOM RAIL
VERTICAL
STILE
"u"
I
SQUARE CUT
TOP & BOTTOM RAIL
STRESS BAR
SEALANTS
FRAMING CORNER ASSEMBLY
FRONT VIEW
MANUFACTURER:
S®E
SOUTHEASTERN
SECTION VIEW
1505 COMMERCE LANE, P.O.
BOX 794
F77111—HEADER
JUPITER, FLORIDA 33458
SQUARE CUT
PHONE: (561) 746-5493
FAX: (561) 575-1826
JAMB NOTCHED
Tp E
PRODUCT:
HEADDERR RIBS
IB
ATLAS PLUS
SERIES 5000 ALUMINUM
SLIDING GLASS DOOR
SMALL MISSILE IMPACT
i
JAMB NOTCHED Engineering:
TO RECEIVE i-EngTII +lne. I
SILL RIBS
CA 8118
6971 W. SygDWglyd.104
SILL J
APPLY BEAD OF SEALANT AT � SILL
TOP AND BOTTOM JOINTS SQUARE CUT
JAMB SHEAR CLIP ASSEMBLY
JAMB ^CLIP rAT 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
09 :*
m15 zaj�
'� fiffufr
DRAFTING,
PK DRAFTING & MORE
MIAMI-DADE BCCO:
RODUCr REVISED
complying with the Florida
Date: 02/05/10
Scale: NA
Design by.. PPMF
Drawing Number
09-220R1
SHEET
13 of 13