HomeMy WebLinkAboutSUBMITTED PAPERSDATE: I (..I a: PERMIT NUMBER:
C PLANNING & DEVELOPMENT SERVICES DEPARTMENT
BUILDING & CODE REGULATIONS DIVISION
2300 Virginia Avenue
Fort Pierce, FL 34982 SCANNED
(772) 462-1553 PV
APPLICATION FOR REPLACEMENT OF fit' Lucie -
APPLICATION
WINDOWS, SKYLIGHTS, DOORS & OVERHEAD GARAGE DOORS
1. LOCATION/SITE ADDRESS: M(y J • t(rmri r 41 3oj 5;_,iw_n &j l F
2. PARCEL ID NUMBER: �/_Mz 711 l M1 cop I P ( �y
3. DESCRIPTION OF PROJECT OR WORK ACTIVITY: 1 %�Q l I �l ��� I V�Q C� (����� d✓ •�� ��
4. TYPE OF STRUCTURE: SIR
MOBILE HOME OTHER
5. OWNERS INFORMATION nn',
Name: 1� 1 mo — 011 l✓yl rw l_drdt )
Address: I=, �/ • f����1� D5 j ?
City.-Dj()(n l,�1 ^1 State:
Zip: Phone:
6. CONTRACTOR'S
� INFORMATION
FL RReg/Cert #: ( '[-V - ()15C9 03
`�C�frfity Cert #: dD�Z�Z
Business Name: a r5
Phone Number: Z Z— ?2—
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 B
Ex osure C
Overhead Garage Doors
< 30' - F.B.C. Table 1609.6 (1) + 1609.6 (2)
B- Size
C- Size
7. VALUE OF CONSTRUCTION: $ FEES DUE:
RECEIPT:
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 ap�pllicable, laws regulating construct, d zomn
bz
PRINT QUALIFIERS/OWNERS NAME 7skSTATE OF FLORIDA, COUNTYNATUR LIF,IERFIO,WNER_`;, s
ACKNOWLEDGED BEFORE MS HIS ___I DAY OF 1 20I I B0 jtj IQ( ` bihy
O IS P SONALLY OWN TO ME OR WHO
HAS PRODUCED AS IDENTIFICATION.
Afle eWvLolyl�k f
SfaaATTRE CFTAOTARY TYPE OR PRINT NAME OF NOTARY
TITLE: NOTARY PUBLIC
NOTICE TO OWNER: YOUR FAILURE TO RECORD A
C mil`
•lnpr v "�.
NOTICE' �EI6��KIRESU IN YOUR PAYING
?* * S ON # DD 889657
';. 7 EXPIRES: May 14, 2013
Bonded Thru Notary Public Underwriters
Justification
PLANNING & DEVELOPMENT SERVICES
BUILDING & ZONING DIVISION
2300 VIRGINIA AVE
FORT PIERCE, FL 34982
(772) 462-1553 FAX 462-1578
CHANGE OF CONTRACTOR, SUBCONTRACTOR OR CANCELLATION OF PERMT
PLEAoSE SELECT ONE OF THE FOLLOWING:
CHANGE OF CONTRACTOR — Change of Contractor is to be signed and notarized by the property owner,
d the new contractor of record for the current permit. A new permit application must also be completed with new
contractor information and signature. A new Notice of Commencement must be filed in the new contractor's name
for job values greater than $2,500 ($7,500 if A/C Change -out). A recorded copy must be submitted prior to
co_ mmencing any work.._There is a $50.00 fee for the Change of Contractor.
CHANGE OF SUBCONTRACTOR — Subcontractor changes are to be completed by the general contractor.
The new subcontractor must fill out a Subcontractor Agreement Form. There is a $50.00 fee for the Change of Sub -
Contractor.
CANCELLATION OF PERMIT — The cancellation of a permit is acceptable only if no work has been done.
Cancellation of permit is to be signed and notarized by both the owner and qualifier of record. There is no fee for
cancellation of the permit.
Date: % Permit Number:
Site Address: /0000 �• �GQ3�✓y���s �o+/Sace!� /C �f�9S9
�S 26C!/9 e- ry2GC$ State License SLC License
Original GC, subcontractor or owner7601dAhFie)
'lder
/ �f} lwState License 41 SLC License
New GC, subcontractor
Reason for Cancellation C�W �e14G i6e in )+ 0- - SUS / AJ C-6S
The undersigned does hereby agree to indemnify and hold harmless St Lucie County ' o rs, agents and employees from all
costs, fees o ages sing from any and all claims of action for any reason, ich ay aris as a result of this change of
contract s ct r or cancellation of permit. A permit cannot be canc a has een performed.
,OetA OF (or owner/builder SIGNA GE L C CTOR (or new GC, as applicabld'j
�v
PRINT NAME a/ l INJ PRINTNAME_
State of M County of S Y State of Aida, County of-6S-1�4y
The following instrument was acknowledged before me this
day of i V 20� by
I A* fg'is personally known to me
or: o s prod ced /,V as
'cfn�
8 gnat re of Notary Date
Revised 04/15/16
The Hlowing instrument was acknowledged before me this
day of /%14y 20a by
t f.0 . •^ ► o who is personally known to
met o* as produced 10/111 Aras
f
Sign of Notary ate
ENGINEERING, LLC
SLIDER DOOR REPLACEMENT
SUBMITTAL BOOK
FOR
MIRAMAR CONDOS
ST. LU CI E COUNTY
PROJECT: win
EXTERIOR SLIDER DOOR
REPLACEMENT FOR UNIT #305
DIRAIMO RESIDENCE
0
CODE: 0
FLORIDA BUILDING CODE (FBC 2007)
000
WITH 2O09 SUPPLEMENTS
AND ASCE 7-05
DESIGN PARAMETERS:
WL=140 M P H
EXP. "C"; I = 1.0
CSM ENGINEERING
189 S.W. MONTEREY ROAD
STUART, FL 34994
772-220-4601
(r er
JLZY A PERKINS DATE:
FLORIDA REGISTERED PROFESSIONAL ENGINEER #62332
REAR OF BUILDING IS FACING EAST
GLASS SLIDER ENTRY DOOR TO BE REPLACED INTERIOR UNITS
SIZE: — X 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"
I1. EFFECTNE WIND AREA = 84 SOFT
GENERAL AND STRUCTURAL NOT
1."ALL CONSTRUCTION SHALL BE DONE INIACCORDANCE 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 1
X
802 IX
805
PROJECT:
MIRAMAR SLIDER
DOOR REPLACEMENT
10,000 S. OCEAN DR.
JENSEN BEACH, FLORIDA
CESCNED BY: CAD DRAHN B% CAD
CHECREO RY: .0 ROT DATE: II-ON-2011
L'\SLM DOOR YRAALAR MIER PLAN
swL . AS MM PROJECT 1: i '
THE EWOKDR HEREBY DPRE59.Y RESCM IRSAER CORWN UR
CPIRCIIT MO ODER PROPERTY R% THESE PUWS ARD DRARM ACE
NOT TO BE REPROIXICED, CNWCEO, COPED. OR D101A59ONED f0 BIRO
PARTY N ARY FORM OR WKR MTSOEKR RR TWA OBTWA1RDac THE
EIIPfi55 WRITTEN PEIRESSON Me CONANI OF C92 END CM. 1LG
IRS DDQINENT, THE IDFR MR DF51GR5 RCd1P00A1[0 FIEAEN, AS AAI
NSTRIIRLTIr a OAOFL59OHq ARYEE. rs DE PROPERTY a CSY [N6MFA5,
LLC AND rs MY TO BE usED. E4 ww OR RI PART rOR Am OTHER
PROJECT 161110UI THE WRITER ADTHW6ATOH a CAA EPCNEERNG, LLC.
CSH umaRs, LLC C"CHT MID
ALL OWEN90N5 SNLLL BE YFRFED N THE TIDD BA TK CONTRACTOR THE
CONTRACTOR rs RE9�OtHSeIE PoR THE COOR]NATIM or
ALL DMCNSIONs.
AL SCALES NOTED PERTRI TO. 24736- PLOTS
CIVIL - STRUCTURAL - MARINE
ENGINEERING,
LLC,
CSM ENGINEERING, LLC
1
189 SW MONTEREY RDA--r1
STUART, FLORIDA 34994
PH: 772.220.4601 FX: 772,220,4603
WWW.CSME14GINEERS.COM
CEHORCNE CF R141C(IZATICK 00026263
4Y ANN RKINS DATE
RaROA REOnRED MMSSDfK (KNER. ND. 62332
SHED NAY[:
. SLIDER DOOR NOTES & DETAILS
SHEET /:
S-1
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' ct-Name ---- - -- ----
7e
•,
%v1Z1+"Q�1'y�Gttr Co -ad -al
e '
Street Address
jQpop 5e D--wh bl,.1
Permit Number
,T-uAStpi &z6jd4
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 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.
Desien Parameters and Assumptions Used: (Please chec�kj or complete the appropriate box.)
1 Florida Building Code 20P 7—Edition with 20 7 Supplements and ASCE 7
2. Building Design is: Enclosed: —X Partially Enclosed: Open Building: p
3. Mean Roof Height: ! Db 4+ Roof Pitch: F [ bL+ Internal Pressure Coefficient:
4. Width of End Zone:' & P Wind Speed: (3 sec. gust)
5. Building Classification Table 1-1. ASCE 7 27-- FBC Table 1604.5
6. Wind Exposure Classification: C. Adjustment Factor for Exposure & Height: to
7. Components & Cladding Wind Pressure on Roof Zone 1 / 2 3. PSF
8. Components & Cladding Wind Pressure on Wall Zone 4 f[-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). }}NdtC/ MCP
I
13. Are Component and Cladding Details Provided? Yes X No (if No, attach explanation)SFE� 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 my knowledge and belief.
Name:
Design Firm: C S 64 l G A0 l b1'2e-V- M Date:
SLCCDV Form # 020-00 SAL
Revised 2/27/09 (CL) '1A
Revised 6/11/2010 (IS)
to a 1.
Building Permit #
Planning & Development Services Department
Building & Regulations Division
Product Review Affidavit
Owners Name j �-Q 4,16LF Co�G}�(j Applicant:
Product
Opening Design
Pressures
Product Rated
Design Pressure
Manufacturer
Model Number
Product A roval -
pP
Number
Glass
Type
Method of Attachment
Windows
Mullions
Fixed Glass
Block Glass
j
Skylights
Glass Doors
Swing Type Doors
53 PSF
—10o�
� 7®00$
�(Sliding
nv�e5C t K. C a c
French Doors
Garage Doors
Hurricane Protection
Roof Ventilation
Roofing Material
I have reviewed the above components 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.
f� �" c
Name: �� r '`�-�/' r t.S Signature:Vk seal
Design Prof: C S / t 'hI2-eWkCert. No. A a Date: 1 ��do
56VM 1,_ -
l
MIAMI QADE MIAMI-DADE COUNTY, FLORIDA
METRO-DADE FLAGLER BUILDING
140 WEST FLAGLER STREET, SUITE 1107
BUILDING CODE COMPLIANCE OFFICE (BCCO) MIAMI, FLORIDA 33130-1563
PRODUCT CONTROL DIVISION (305) 375-2902 FAX (305) 372-6339
NOTICE OF ACCEPTANCE (NOA) www.miamidade.sovlbuiidinctcode
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 might 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,yand'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 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.
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. 034527.08 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, P. E.
�A5 NOA No. 08-0630.02
Mwt�ti®utrt�r J 2 ct I 1 o Expiration Date: June 26, 2013
Approval Date: March 03, 2010
C Page 1
r` J
Southeastern,Door Company
NOTICE• OF ACCEPTANCE: EVIDENCE SUBMITTED
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 0151-0801-08,;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 0151-0909-01, 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 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
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 E130044
D. QUALITY ASSURANCE
1. Miami —Dade Building Code Compliance Office (BCCO).
E. MATERIAL CERTIFICATIONS
1. 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 12/11A0.
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.
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 Companv
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS (CONTINUED)
3. Laboratory compliance letter for Test Reports No.'s HTL 0151— 0909 — 01,
HTL 0151-110541, HTL 0151-1209-02 and HTL.0151-011743, 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
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, P.'E.
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'LORDS' 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
i 5 OR MORE MODULES
--i MODULE r---
MODULE I --
MANUFACTURER:
00-1
2 MODULES
SOUTHEASTERN
NenNeWrera alMpaN Fasislen15G6ny Glass nays
0 X 1505 COMMERCE LANE, P.O.
BOX 794
JUPITER, FLORIDA 33458
PHONE: (561) 746-5493
FAX: (561) 575-1826
---� MODULE MODULE I--- MODULE PRODUCT:
ATLAS PLUS
SERIES 5000 ALUMINUM
SLIDING GLASS DOOR
O X X Q X )( X X SMALL MISSILE IMPACT
Engineering:
Tirtq(C q Jnr.
CA81W.1aPI`Ie mar.
-� MODULE �-- --{ MODULE f--- —i MODULE P1P�4F_
4 MODULES
0 X X 0
m w
3 MODULES
0 X X X X O X X X X X X
--I MODULE MODULE I+ ---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 OR 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 INT❑ 2 TRACK
9
4
RATING
FOR
ANCHORAGE INT❑ 3, 4 & 5 TRACKS
NOTES,
1— DESIGN RATING WILL BE
2— PLEASE REFER TO SHEET
THE LOWEST PRESSURE FROM APPLICABLE TABLES
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
No. §2609
09
0
DRAFTING,
PK DRAFTING & MORE
MIAMI-DADE BCCO:
?RODUCTREVISED
m camplyiag with the Florida
3uilding Code -
4ccgnm=No
am ( y, 1'
4fiaml ade Product Control
Division
Date: 02105/10
Scale: NA
Design by: PPMF
Drawing Number
09-22OR1
SHEET
1 of 13
{
TABLE 1
2 DOOR MODULES W/ REINFORCEMENT
4 OR 3 DOOR MODULES W/ REINFORCEMENT
SECTIONS 7 AND 6
4 OR DOOR MODULES
PI11 IR R. TWPP797 I Tun
MODULE
WIDTH
FRAME
HEIGHT
PD RATING
PD RATING
GLASS
TYPE
(+)
(-)
<+)
(-
30
80
90. 0
100. U
90.0
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
100.0
B C
104
90. 0
97. 6
90. 0
100.0
B C
108
83. 7
83. 7
0. 0
1 0.0
B C
120
54. 6
54. 6
66, 2'
66. 2
B C
36
80
90. 0
100. 0
90.
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
97, 0
1
B C
104
82. 6
82, 6
90, 0
100. 0
B C
108
70. 7.
70. 7
8
85.7
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, O
B C
96
90. 0
98, 71
90. 0
100. 0
1 B C
100
84. 7
84. 7
90, 0
100. 0
B C
104
72. 0
72. 0
8
B C
108
61. 6
61. 6
44, 7
74, 7
B C
120
40.0
40.0
48.4
48.4
C
48
so
90. 0
100. 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
B C
-96
90. 0
90. 0
90, 0
100. 0
B C
100
70.0
75. 81
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
1 .0
C
97. 5 1
70, 0
79. 2
C
60
80
70.0
86.4
7 0, 0
98. 3
C
82
70.0
84.3
C
84 1
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 1 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/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 IA
288X96 OXX-XXO - 6 MODULES
MODULE WIDTH= 288/6= 48' // FRAME HEIGHT= 96'
DESIGNED RATING= +70 PSF W/ REINF.
TYPICAL ELEVATION AND DESIGNED PRESSURES
DW - DOOR WIDTH
FMODULE MODULE MODULE MODULE MODULE�(�MODULE
WIDTH WIDTH WIDTH WIDTH WIDTH J WIDTH
1
3
O 4 X 5 X 4 X 4
_ n 7 .
II 2 � wrRFi�. I. 2
DM= DW / NUMBER OF MODULES
SEE SHEET 3 AND 4 FOR DETAILS
TABLE 1A
MORE THAN 4 DOOR MODULES W/ REINFORCEMENT
SECTIONS 7 AND 6
MODULE
WIDTH
FRAME
HEIGHT
PD 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
89.1
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
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
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
80.0
80.0
B C
88
76.4
76.4
B
92
73.0
73.0
B C
96
70. 0
70. 0
B C
54
80
74, 7
74. 1
B C
1 85
70. 3
70, 31
B C
NOTE- MODULE WIDTH IN INCHES
FRAME HEIGHT IN INCHES
PRESSURE RATING'IN PSF
2THRESHOLD LIMITED TO +50 PSF
! 0
L91
L TYPICAL DRAIN PAN
SEE SHEET 11 OF 13
TABLE 2
4, 3 OR 2 DOOR MODULES WIOUT REINFORCEMENT
SECTIONS 4 AND 5
MODULE
WIDTH
FRAME
HEIGHT
PD RATING
(+)
I (-)"
GLASS
t TYPE
30
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
10.0
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
1 B C
100
70.0
70.0
1 B C
104
64.2
64.2
1 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
7. 0
B
88
70.0
70.0
B
92
70,0
70.0
B C
96
70.0
70.
B C
54
80
70. 0
-0
70.0
B C
85
70. 0
70. 0
B C
NOTE- MODULE WIDTH IN INCHES
IN FRAME HEIGHT IN CHES
PRESSURE RATING IN PSF
2' THRESHOLD LIMITED TO +50 PSF
MANUFACTURER:
Sf
SOUTHEASTERN
UWAdm, oeb p dasyswm seems crossDoors
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 t
SMALL MISSILE IMPACT A
Engineering:
+Fn�C�� Jrtr
CA 8116 �fpp+.Wr
6971 WdEllnrlcclei
No.609 t
pit * c i*N
DRAFTING+
PK DRAFTING a MORE
MIAMI-DADE BCCO:
Date: 02/05/10
Scale: NA
Design by: PPMF
Drawing Number
09-220R1
SHEET
2of13
4, .
TYPICAL SECTION DETAILS
MANUFACTURER:
S�
SEE SHEET 7 FOR HEADER
SOUTHEASTERN
ANCHORING DETAILS
--
MAXIMUM
Man WacNmrs of Mpatl Rasklen! S6Qrg Gfexs Doors
1/4' SHIM
PART 7 WITH 1. 75X1, 25X. 5
W3
.DUST PLUG AT EACH ENDS WAS
1505 COMMERCE LANE, P.O.
I I
O I I
2, 2A, 2B OR 2C
ATTACHED TO PART #6 WITH INSIDE
#10xl-1/2' SS FH SPACED 3'
FROM EACH ENDS AND 16'
BOX 794
JUPITER, FLORIDA 33458
6
PHONE: (561) 746-5493
HEADER
W3
MAXIMUM ON CENTER.
FAX:(561)575-1826
5
OPTIONAL J IL
5
WS
L 1 9 11
13
PRODUCT:
ATLAS PLUS
SCREEN REEN �JI
13
SERIES 5000 ALUMINUM
-J
SLIDING GLASS DOOR
I OUTSIDE
INSIDE
SMALL MISSILE IMPACT
� i
1
Engineering:
LOCK
W
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11 �il�l� r l
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REINFORCEMENT
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N
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AND 24' OC
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&MORE
SEE SHEET 6 FOR SILL W4
W4.
MIAMI-DADE BCCO:
ANCHORING DETAILS N2
w
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WI
11
MAXIMUM W3
oW
9 I1 13
WI
13
pRODUCTREVISED
is complying with ft Florida
1/4' SHIM
��
W3 OUTSIDE
Code pp
AccepBuildtance No
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LOCK
11 INSIDE
w�
OPTIONAL 12
.
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rn U
By
Miami ado Prod oa Control
S
t,i¢
N
1, IA, IB OR 1C q
-- ------his
Ir________
Division
I �I
Iii
9
OUTSIDE
---
r
I�IL--------J'`
Date: 02/05/10
o� #l0-16x1' PHSMS ----
� -r
a
Ins 1J3
MAXIMUM SPACED AT 16' OC
Scale: NA
t-
1/4' SHIM
-
OPTIONAL
SCREEN DOOR
Design by: PPMF
N =, OPTIONAL 12
3 4
O
W z
¢
JAMB LOCK STILE INTERLOOCKSTILE
Drawing Number
3A
FIXED MODULE
09-22OR1
1, IA, 1B OR 1C
JAMB LOCK STILE
REIN O/ RCEMENT
OPERABLE MODULE
SHEET
3of13
20
INSIDE
13--\ 11-1
OUTSIDE
l\
4
�77T]
20
#10-16xl' PHSMS
SPACED AT 16'OC
O
INTERLOCK STILE
W1 REINFORCEMENT
TYPICAL SECTION DETAILS
PART 7 WITH 1. 75X1. 25X. 5
DUST PLUG AT EACH ENDS WAS
4 ATTACHED TO PART #6 WITH
#IOxI-1/2' SS FH SPACED 3' INSIDE
FROM EACH ENDS AND 16' 20 6
MAXIMUM ON CENTER.
WS
11 13 I1 9 11
13
W5
=� I'f---------zzSl
--------
r�i �iUC1�, il�ili r�
tj -�--- •'---------J�II L------ - Jim C_____
-------� ---- L--------- --- --
O
PTIONAL OUTSIDE OPTIONAL
SCREEN DOOR SCREEN DOOR
MEETING STILE
W1 REINFORCEMENT
3A O
JAMB LOCK STILE INTERLOCK STILE
OPERABLE MODULE W/ REINFORCEMENT
13
w
y
O
LOCKING STILE
OUTSIDE
INSIDE
GLAZING DETAILS
MANUFACTURER:
S
1/4' HS GLASS
SOUTHEASTERN
E. I. DUPONT INTERLAYER:
r0.
060' BUTACITE PVB OR
V..'ato .ee9-1 WIM--
0. 035' SENTRYGLAS PLUS I ONOPLAST
1505 COMMERCE LANE, P.O.
r1/4' HS GLASS
BOX794
ut
JUPITER, FLORIDA 33458
9/16' LAMINATED IMPACT GLASS y o
PHONE:(581)7465493
z
FAX: (561) 575-1826
13 0
PRODUCT:
z¢�;
ATLAS PLUS
u L°
SERIES 5000 ALUMINUM
13
SAME GLAZING DETAIL
SLIDING GLASS DOOR
] 0 APPLICABLE AT THIS
SMALL MISSILE IMPACT
z SECTION
-
Engineering:
9FngTo Jnr.
CA 8116
6971 W. Sunrise Blvd. 104
Planta' !'a%%�-1�
ENf�L S+AJL. ,
TYPE B GLASS:
9/16' LAMINATED HS W.ITH 0. 06' E.I. DUPONT
BUTACITE PVB INTERLAYER
•
ENSF
Q�• • •� •••'��Q
TYPE C GLASS:
`♦
9/16' LAMINATED HS WITH 0. 035' E. I. DUPONT
* 9
SENTRYGLAS PLUS IONOPLAST INTERLAYER
:•
_ �':FE�a�rS2014'
(11) GLAZING ADAPTOR SLID IN PLACE
? FsEEd�r�eeiiv1it
AND SECURED WITH #10XI 1/2 SS FH
LOCATED 1' FROM EACH END AND SPACED
TO BE
S�AIEDEWITHNCRL �ILI�ONERS
pKDRAFTING&MORE
(13) GLAZING GASKET
MIAMI-DADE BCCO:
1/4' HS GLASS
E. I. DUPONT INTERLAYER:
0.060' BUTACITE PVB ❑R
RODUCTPT:-d1SED
wmplyi gwith the Florida
0, 035' SENTRYGLAS PLUS IONOPLAST
Buildingda
On
1/4' HS GLASS
eu GIi3 1
\
MIN. LAMINATED IMPACT GLASS
' GLASS
Pcodtut CoatroBITE
3/4'
SAME GLAZING DETAIL
APPLICABLE AT THESE
SECTIONS
Date:02105/10
Scale: NA
Design by: PPMF
INTERLOCK MEETING STILE
OUTSIDE 13
13 OUTSIDE
wsloe INSIDE
Drawing Number
09-22OR1
SHEET
4 Of 13
MANUFACTURER:
FRAMING ANCHORAGE
DETAILS
FEW-1
MAXIMUM
SOUTHEASTERN
U. .! '`v`'. •,
OWZ•
1/4' SHIM
-
MwW wnn orHroevResivem suso ri•.•oova
'•In � ¢ �.. ....: -. ,
�a r ., .•
N w �n,,, ., • ., ..
JAMB TRACK ANCHORED TO
CONCRETE TO MASONRY
TRACK OPTIONS
1505 COMMERCE LANE, P.O.
�� a :
BOX 794
••-':•
21 TYPICAL SHEAR CLIP
2 TRACK
3 TRACK IB 4 TRACK -
JUPITER, FLORIDA 33458
()
AT EACH ANCHOR LOCATION
FAX:PHO(5 575-1 26493
FAX: (561) 575-1626
PRODUCT:
ANCHOR TYPE A OR B 21 A 21 w
1/4' TA BY ITW BUILDEX
d
ATLAS PLUS
SPACED AT 16'OC
21 w
o
IA
SERIES 5000 ALUMINUM.
'
m
SLIDING GLASS DOOR
SMALL MISSILE IMPACT
1
Engineering:
21 21
+.ELt J(Sc� J1tC.
-U.:....':;,.;,
1, IA, 1B OR 1C
7
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CA8116
woW
6971W.St�V'jkp;Y.104
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Plan 16
Etyd
�;'•
TYPICAL PERIMETER
OUTSIDE W
w C
Nir�. w OUTSIDE
1k
``�Q�;' F• ••'";
SEALANT VULKEM
116 POLYURETHANE
t` OUTSIDE
J
O t
N 60
FERAL Fzoial
STRUCTURAL 2X BUCK
TO BE DESIGNED
BY OTHERS
MAXIMUM
1/4' SHIM
JAMB TRACK
ANCHORED TO WOOD
21 TYPICAL SHEAR CLIP
N
AT EACH ANCHOR LOCATION
IIIL7711
ANCHOR TYPE C
o
I/4' TAPCDNS BY ITW BUILDEX
SPACED AT 16, OC
o
0
a
�1, 1A, 1B OR 1C
TYPICAL PERIMETER
SEALANT VULKEM
116 POLYURETHANE
METAL STRUCTURE
1/8' MIN. THICKNESS
JAM",MAXIMUM,
SIM ANCHORED TO METAL
STRUCTURE
21 TYPICAtdCL SHEAR CLIP
AT EACH AHOR LOCATION
ANCHOR TYPE ➢
1/4-14 SS SHEET METAL SCREWS
SPACED AT 16'OC
1, 1A, 1B OR 1C
TYPICAL PERIMETER
SEALANT VULKEM
116 PDLYURETHANE
IC
OU ISIUE
DRAFTING;
FK DRAFTING & MORE
MIAMI-DADE BCCO:
PRODUCT REVISED
as complying with the Florida
Building Cod'
Acu�AA o — 3013 �"
i
Dhision
Date: 02/05/10
Scale: NA
Design by: PPMF
Drawing Number
09-220R1
SHEET
5of13
I C
STAGGERED AT
2 TRACK
3
TRACK OPTIONS
3' FROM EA OTHER
SEE ILLUSTRATION ON SHEET 7
THRESHOLD LIM[TATION;
v
(SEE SHEET 6 OF 13)
N cI
OUTSIDE
■
E. D.
OUTSIDE
E. D.
E. D. I>
3
FRAMING ANCHORAGE DETAILS
3A
ANCHOR TYPE A
1/4' TAPCONS BY ITW BUILDEX
ti SPACED AS PER TABLE 3 FOR 2 TRACK AND
3 TRACK 1u M SPACED AS PER TABLE 4 FOR 3, 4 OR 5 TRACK
x
3, 3A, 3B OR 3C
E. D. SEE ILLUSTRATION'Z' & NOTES
ILLUSTRATION "Z" & NOTES
OVERHANG MUST BE
THRESHOLD
GREATER ❑R EQUAL TO
MAXIMUM
PRESSURES (PSF)
TYPE
FLOOR T❑ CEILING DIM.
CASE 1
CASE 2
+90
1 +90
2'
+90
1 +50
i CASE 1— DOORS W/ OVERHANG AS PER ILLUSTRATION 'Z'
J _ [OVERHANG CASE 2— DOORS WITHOUT OVERHANG
(W> A w NOTES,
= 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
ANCHOREDTO
CONCRETE
21
21
.SILL •TRACK TO BE SET ON BEAD OF
.� POLYURETHANE SEALANT (VULKEM 116)
OR BASE OF HIGH QUALITY NON —SHRINK
a..
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
`SILL TRACK TO BE SET ON BEAD
OF POLYURETHANE SEALANT
(VULKEM 116)
WOOD MIN. (G>=. 55)
STRUCTURE BY OTHERS
1. 00 3. 00
MANUFACTURER:
S®E
SOUTHEASTERN
Menu/actrw,a of MpeC AeaMaM SPomB Glass Cmrs
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:
T.Eng(ga 3nr
CA 8116
DRAFTING,
RK DRARIND & MORE
MIAMI-DADE BCCO:
Date: 02/05/10
Scale: NA
Design by: PPMF
Drawing Number
09-22OR1
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 1_3 j
t STRUCTURAL 2X BUCK
TO BE DESIGNED
__.•
BY OTHERS
TYPICAL PERIMETER //
SEALANT VULKEM Jrt
MAXIMUM
116 POLYURETHANE
I/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
EDGE
3.00 EDGE
'=:DISTANCE':'
:'."DISTANCE:`.. -
TYPICAL PERIMETER
SEALANT VULKEM
MAXIMUM
116 POLYURETHANE
1/4' SHIM
--2, 2A, 2B OR 2C
HEADERTRACK
ANCHORED TO METAL
STRUCTURE
ANCHOR
TYPE D
1/4' 14
SS_ SHEET METAL SCREWS
SPACED
AS PER TABLE 3 FOR
2 TRACK AND
SPACED
AS PER TABLE 4 FOR
3, 4 DR 5 TRACK
TYPICAL PERIMETER
SEALANT VULKEM
116 POLYURETHANE \
3. 00
METAL STRUCTURE
1/8' MIN. THICKNESS
MAXIMUM
1/4' SHIM
2, 2A, 213 OR 2C
OUTSII
TRACK OPTIONS
STAGGERED AT
n— 3' FROM EA OTHER
E. D. 1 — E. D.
OUTSIDE
2 TRACK
2 2. 24
TRACK
TRACK
MANUFACTURER:
90
TOP
LAY OUTDRAGE APPLICABLEIEW ONLY SOUTHEASTERN
FOR TWO TRACK SYSTEM M.�wm,.,. wu��aRuuemsrmmp ni..ssnows
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
t
Engineering:
CA 8116
6971 W. Sunrise Blvd. 104
ep E��!E�9
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4 No 09 ;
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PK DRAFTING & MORE
MIAMI-DADE BCCO:
•RODucr REVISED
u complying with lha Florida
3uDding Coda
'�ccc^tance IN 0•
x onoo 3
Date: 02/05110
Scale: NA
Design by: PPMF
Drawing Number
09-220R1
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
3
3
30
80
86:
100.0
100.0
55.0
100.0
.100.0
100.0
1 100.0
84
82.5
100.0
100.0
52.3
100.0
100.0
100.0
1 100.0
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
8, 9
00. 0
10o7 0
100, 0
104
6 .6
97.6
97.6
42.3
84.6
9 .6
9
97.
108
64. 2
83. 7
83. 7
40. 7
81. 4
83. 7
83. 7
83, 7
120
154.6
54.6
54.6
36.6
54.6
54.6
54.6
54.6
36
100, 0
100. 0
45. 8
91. 6
100.0
100, 0
100. 0
100, 0
100. 0
43.6
87, 2
100.0
100. 0
100, 0
100.0
100.0
38.2
76.3
100.0
93.3
100.0
*181,46
100. 0
100.0
36.6
73. 3
100.0
89.6
100. 0
100, 0
100.0
35. 2
70. 5
100.0
86.2
100. 0
85.7
85.7
33.9
67.9
85.7
83.0
85.7
55, 8
55.8
30. 5
55.8
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
87. 3
73. 8
87.3
108
45. 8
74. 7
74. 7
29, l
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
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
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
00.6
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 1
78. 0
63, 6
96. 0
60
80
43.3
86.6
98.3
27.5
55.0 1
82.4
67.2
98.3
82 142.3
84.5
97.3
26.•B
53.6 1
80.4
65.6
97.3
84 141.3
82.5
96.0
26.2
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 PD= 1 45.1 PSF
WITH 2 CLUSTER - MAXIMUM PRESSURE PD= t 90.3 PSF
WITH 3 CLUSTER - MAXIMUM PRESSURE PD= t100,0 PSF
NUMBER OF
CLUSTERS
( n)
ANCHORS
6 AT MAX..
24'OC
�o
I
I
QZoo I
C3 I
I
UZo
I TRACK
pq x I OPTION
a I
¢� I
x¢ i
C3
a¢ I
I I
I
I
ID L------
ANCHORS
AT MAX.
24'OC
MANUFACTURER:
S
SOUTHEASTERN
n+endeawo,e d lmpetl RasRlad Gimp Gw. noon
1505 COMMERCE LANE, P.O.
BOX 794
JUPITER, FLORIDA33458
PHONE: (561) 746-5493
FAX: (461) 575-1826
PRODUCT:
ANCHORS
ANCHORS
ATLAS PLUS
AT MAX.
24'OC
AT MAX, ---{
24' ❑C
SERIES 5000 ALUMINUM
I
SLIDING GLASS DOOR
SMALL MISSILE IMPACT
-
- - ' -
- -
Engineering:
I I
1 1 I
TRACK I
TITi gTo Jnr.
III
TRACK I
OPTION I
CA8118
6971 W. Sunrise Blvd. 1D4
OPTION i
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Plantation, FI
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TRACK ---1 6 r-- AODucrRMsED
•TYPICAL PAIR OF ANCHOR OPTION cumplyingv4th the FWdds
CLUSTERED IN 1, 2 OR 3 SETS eildin M`
cpmMoee No
SPACED AT 6' OC pimrion Date
SEE TABLE 3 FOR CAPACITY �Y '
MINIMUM G
ANCHOR TYPES, DISTANCEE(DEED,)
A- 1/4' TAPCON BY ITW WITH 1 3/4' MIN. EMBEDMENT INT❑ 3000 si 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 INT❑ 1/8' METAL STRUCTURES 1/2'
NOTES-
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
09-220R1
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
HEIGHT
1
3
1
3
30
80
86. 6
100, 0
100. 0
55. 0
100. 0
100.0
100. 0
2
l00. 0
84
82.5
100.0
100.0
52.3
100.0
100.0
100.0
100.0
96
72. 2
IGO, 0
100. 0
45. 8
91. 6
100, 0
100. 0
100. 0
100
69. 3
100. 0
100. 0
44. 0
87. 9
1 D0. 0
l00, 0
100. 0
104
97.
108
64. 2
83, 7
83. 7
40, 7
81. 4
83. 7
83. 7
83, 7
36
180
72. 2
IGO. 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
100.0
100.0
38.2
76.3
100.0
93.3
100.0
100
57. 8
00.0
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
109
53, 5
85. 7
85. 7
33. 9
67. 9
85. 7
831
180
42
611. 9
TOO. 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. 065.
4
98. 1
B0. 0
100, 0
100
49. 5
99. 0
100, 0
31. 4
62, 8
94. 2
76.8
100.0
104
17. 6
87. 3
87. 3
30. 2
60, 4
87. 3
73. 8
87. 3
108
45. 8
74.7
14. 7
29, 1
58.2
74. 7
71. 1
74. 7
48
L20
41. 3
48. 4
46. 4
26. 2
48. 4
48, 4
48. 4
48. 4
80
54, 2
100. 0
100. 034.
4
68. 7
100. 0
84, 0
100. 0
84
51.6
100.0
100.0
32.7
65.4
98. 1
80.0
Too.0
88
9.2
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
25. 9
00, 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
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
45. 4
90. 9
100. 0
28, 8
57. 7
86. 5
70. 5
100. 0
60
97. 5
41, 0
82. 0
96, 0
26. 0
52. 0
78. 0
63. 6
96, 0
80
43, 3
86. 6
98. 3
27. 5
55, 0
82. 4
67.2
98, 3
82
42.3
84.5
97, 3
26. 8
53.6
80. 4
65, 6
97, 3
84
41.3
OR.5
96.0
26.2
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 OF
CLUSTERS
(n)
ANCHORS
6I-- AT MAX.
24' OC
ID
q o I I"'jl'jj-j
COf
2 I
I TRACK
v S I OPTION
� I I
W X
I I
�¢ I
oW I I
a(L
L I I
I TRACK
I OPTION I
10 �------ L
ANCHORS ANCHORS
AT MAX. AT MAX.
24'OC 24'OC
III
II
III
III
ICI
II. 5
FEW.
III WH EM.
I �'I
II
lil
TYPICAL PAIR OF ANCHOR
CLUSTERED IN 1, 2 OR 3 SETS
SPACED AT 6'OC
SEE TABLE 4 FOR CAPACITY
MANUFACTURER:
R
SOUTHEASTERN
M.nwem.ero orsnpea x.vaz,� ss�,p rvy oma
1505 COMMERCE LANE, P.O.
BOX 794
JUPITER. FLORIDA 33458
PHONE: (561) 7465493
FAX: (561) 575-1826
ANCHORS PRODUCT:
MAX, 2 ATLAS PLUS
4° DC SERIES 5000 ALUMINUM
SLIDING GLASS DOOR
SMALL MISSILE IMPACT
- - - - - - -
TRACK
Engineering:
OPTION I
r
iLa'[�aj iJ�r.
I
CA 8116
6971 W. Sunrise Blvd. 104
I
a
Plentati61!9'9
ENGGd��(pL
11,,��Q. .•
EN
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.WIREf•F .I
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I I
DRAFT I
I I
PK DRAFTING &MORE
MIAMI-DADE BCCO:
TRACK
OPTION
ANCHOR TYPES MINIMUM EDGE
IANCA- 1/4' TAPCON BY ITW WITH 1 3/4' MIN, EMBEDMENT INT❑ 3000 si CONCRETE D2S1/2' (E.D.)
B- 1/4' TAPCON BY ITW WITH 1 1/4MIN. EMBEDMENT INTO HOLLOW BLOCK 2 1/2'
C- 1/4- 1APCON BY ITW WITH 1 I/2' MIN, EMBEDMENT INTO PT WOOD (SG=,55) 3/4'
D- 1/4-14 SS SHEET METAL SCREWS INT❑ 1/8' METAL STRUCTURES 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
09-220R1
SHEET
9of13
i 4
DOOR FRAMING
MINIMUM
2-1/2'
O 1. 13
o+Fj.
� 50 o 1. 50 1. 53 1. 50 G�S,ti� p 0. 63
O O m
28 N 1.28 1.28 1.28 N 1/41 m N
21-JAMB SHEAR CLIP DIAM 0 OB
ALUMINUM 6063-T6 HOLE
0. 25 0. 10 0. 25 0. F
2-TWO TRACK HEADER 2A-THREE TRACK HEADER 10 - 0. 08 N N
ALLOY:6063-T6 ALLOY:6063-T6 o �' n
1. 13 a
o
0. 63
o � 6.04 7, 57
L 53 I, 50 1.50 L 53 1. 53 1. 53 1. 50 W
N 0. 0� o
4
o o
1.28-1. 29 I. 28 1. 28 y 1. 28 1. 28 1. 28 1. 28 1. ea N in
.. 0�
-'I o
IA- THREE TRACKJAMB
0. 25 0, 1
0 0. 25 0. 10 G` o
m ALLOY:6063-T6
28-FOUR TRACK HEADER 2G FIVE TRACK HEADER 0
ALLOY: 6063-T6 ALLOY, 6063-T6 o
0
3- 3-1/4" TWO TRACK SILL
ALLOY:6063-T6
' 2' THRESHOLD LIMITED TO +50 PSF
36- 3-114" FOUR TRACK SILL
ALLOY: 6063-T6
• 2" THRESHOLD LIMITED TO +50 PSF
3A- 3-1/4' THREE TRACK SILL
ALLOY: 6063-TG
2' THRESHOLD LIMITED TO +50 PSF
30- 3-1/4" FIVE TRACK SILL
ALLOY: 6063-T6
• 2' THRESHOLD LIMITED TO +50 PSF
1-TWO TRACK JAMB
ALLOY: 6063-T6
0. 63
1. 13 m m
0. 6311
N N
0.08
C3
O
O 11
13
ut
Y
m
N N
1 B- FOUR TRACK JAMB
ALLOY: 6063-T6
O
1G FIVE TRACK JAMB
ALLOY: 6063-T6
MANUFACTURER:
S®
SOUTHEASTERN
M"mttecluregol� roeCReat*bN S6P+9 Grog 0mr
1505 COMMERCE LANE. P.O.
BOX 794
JUPITER• FLORIDA 3M58
PHONE: (561) 7465493
FAX: (561) 575-1826
PRODUCT:
ATLAS PLUS
SERIES 5000 ALUMINUM
SLIDING GLASS DOOR
SMALL MISSILE IMPACT
Engineering:
1E11iJC2u Jlti`.
CA 8116
6971 W. Sunrise Blvd.104
Plantatt4jvR!93804
ENIA�E ��F�9 =-
,Q�o •. • JC SF ••,Foo
N. 6
PK DRAMNG & MORE
MIAMI-DADE BCCO:
with Die Florida - .
Date: 02/05110
Scale: NA
Design by: PPMF
Drawing Number
09-220R1 .
SHEET
10 of 13
--,A
DOOR PANEL COMPONENTS & BILLOF MATERIALS
0. 06
1. el M BILL OF MATERIALS
0
A72-'
88 0, 90
CU 51.
n
N 1, 02 n 00.Io
3.50
1. 14 �-- 5- DOOR TOP RAIL
4-ATLAS INTERLOCK ALLOY:6063-T6
ALLOY: 6063-T6 ONLY ON OPERABLE PANELS
2, 50 0. 08
0. 54
1 72 0, OB 1. 72 0. 88 0. 90
N
�d m T Io 0
..; o .G n
9- DOOR END RAIL 0. 10
ALLOY:6063-T6
#.
- DESCRIPTION
MATERIAL
SUPPLIER
1
TWO
TRACK JAMB
ALUMINUM 6063-T6
SOUTHEASTERN
DOOR COMPANY
IA
THREE
TRACK JAMB
ALUMINUM 6063-TG
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
I FIVE TRACK HEADER
ALUMINUM 6063-76
SOUTHEASTERN
DOOR COMPANY
3
TWO TRACK SILL -
ALUMINUM
6063- 6
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-TG
SOUTHEASTERN DOOR COMPANY
7
ATLAS DOOR ASTRAGAL
ALUMINUM
6063-T6
SOUTHEASTER 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' ➢IAM. ROLLER
TANDEM ROLLER
AMESBURY
17A
1
11/16' DIAM, ROLLER
SINGLE 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
ALUMINUM 6063-T6
SOUTHEASTERN DOOR COMPANY
22
SEALANT VULKEN 116
POLYURETHANE
TREMCO
8- DOOR BOTTOM RAIL
ALLOY: 8063-T6
I WEATHER STRIPPING
�I-^ 1. 63
OPERABLE PANELS
M o W1 IN RLOCK STILE
`r 0, 93 I 0. 10 _ INTERLOCK STILE
o _ 4"- LL
W4 BOTTOMRAIL
in N 12-OPTIONAL FRAME m � 0.08 m n WS I ASTRAGAL
SNAP COVER o �_ do FIXED PANELS
ALLOY:6063-T6 I 1I WA TNTFRI f7CK STTI F
5
13- GLAZING GASKET o
EXTRUDED PVC 75 DURDMETER 11- GLAZING ADAPTER
MARINE GASKET PART# 992 ALLOY:6063-T5
MADE BY TEAM PLASTICS, INC.
2. 50
0.71
I
N _E17
�L. 67 1, 24
aT0
1 0.10
0.080 o T n
o z9 0. zs
1, 81 0. 20
6-ATLAS END RAIL 7- ATLAS DOOR ASTRAGAL 20-ATLAS INTERLOCK
ALLOY:6063-T6 ALLOY: 6063-T6 REINFORCEMENT - 6063-T6
INT. VEEP HOLE
CLUSTER OF MINIMUM FOUR
1/4' DIAM WEEP HOLES
AT EA DRAIN PAN
1/8x1' OPENING
FACTORY APPLIED DRAIN PAN
LOCATED AT CENTERLINE OF EACH PANEL
SEE SHEET 2 OF 13
MANUFACTURER:
UM-1
SOUTHEASTERN.
MenWadwon ofMped Fav�leN 55Lrry Gbaaous
1505 COMMERCE LANE, P.O.
BOX 794
JUPITER, FLORIDA 3345E
PHONE: (561) 746-5493
FAX: (561) 575-1826
PRODUCT:
ATLAS PLUS
SERIES 5000 ALUMINUM
SLIDING GLASS DOOR
SMALL MISSILE IMPACT
Engineering:
+.�xt�C2tt Jnr.
CA 8116
6971 W. SUNhaAD1d.104
c 609
DRAFTING-
PK DRAFTING & MORE
MIAMI-DADE BCCO:
RODUCT•REVISED
in [Gmalyinit with the Flatide
Date: 02/05/10
Scale: NA
Design by: PPMF
Drawing Number
09-22OR1
SHEET
11 of 13
DOOR HARDWARE
18- DEADLOCK
1 MULTIP13INT MORTISE LOCK PER LOCK MEETING STILE
HARDWARE SUPPLIER- AMESBURY
PART 82815-84 19 - STRIKE PLATE
ATTACHED TO THE DOOR WITH (2) D6X 1/4' SS FLAT HEAD SCREVS,
I KEEPER PER MEETING STILE OR JAMB
10. 137 HARDWARE SUPPLIER- AMESBURY
PART 82470-84
1 ATTACHED AT JAMB OR ASTRAGAL RAIL
O O m O O USING FOUR W/ Bl0-IGX 1-I/2'PHSMS.
10. 130
• 56 2. 5
5. 662
0Do 00�0
n J L
m II
O O O 0 0
0. 13
1. 969
• 75
3. 937
o)
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 n1966-7501.-14
ADJUSTABLE 111/16' DIAMETER NYLON ROLLER ADJUSTABLE 1 II/16' DIAMETER NYLON ROLLER
ASSEMBLY WITH ALUMINUM HOUSING ATTACHED TO ASSEMBLY WITH ALUMINUM HOUSING ATTACHED TO
THE BOTTOM RAIL USING ONE L/4'X1 SS ROD. THE BOTTOM RAIL USING ONE 1/4'XI SS ROD.
DOOR HARDWARE TYPICAL LOCATIONS
1
1
3
O
4 X s
X 4
X 4
7
LOCK
7
7
WIREI.
WIREPF
WIRETF
WI REPF.
m
/
2
2
— — 11n— —11 1 / — — I/ 1/--- — I/ I/— ,—L/
K
MANUFACTURER:
S1
SOUTHEASTERN
Nen-/acWren of Nqud Resistlnl $bOhp Gba Goons
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:
T11Tq(90 Jna-
CA 8118
6971 W. Sunrise Blvd. 104
DRAFTING- "
PN DRAFTING & MORE
MIAMI-DADE BCCO:
Date: 02105110.
Scale: NA
Design by: PPMF
Drawing Number
09-220R1
SHEET
12 of 13
0. 25
DOOR CORNER ASSEMBLY -_j L— —{ 1 00 1—
ALL DOOR PANEL JOINTS TO BE
SEALED BY'USING A BEAD OF SEALANT
IVERTICAL
STILES
TOP RAIL
— — — #1 PER CORNER)
#14X1' SSPH SMS
TOP RAIL
SQUARE CUT
N
vi
APPLICABLE ONLY FOR REINFORCED DOORS
1/4-10-1/4' 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) 814X1 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 (I) 114X1 SS AT RAIL
AND (1) 814X1 SS INTO ROLLER
L n u on J
BOTTOM RAIL
STRESS BAR
n nF7BOTTOM RAIL
SQUARE
Iu" I SQUARE CUT
OTTOM RAIL
SEALANTS
FRAMING CORNER ASSEMBLY
FRONT VIEW
APPLY BEAD OF SEALANT AT
TOP AND BOTTOM JOINTS
MANUFACTURER:
SM
SOUTHEASTERN
SECTION VIEW
"°""°"umao S pad Re mnt SeG^O rJaz o wa
1505 COMMERCE LANE, P.O.
BOX 794
77F111—SQUARE
JUPITER, FLORIDA 33458
HEA➢ER
CUT
PHONE: (561) 746-5493
FAX: (581)575-1826
JAMB NOTCHED
PRODUCT:
TO RECEIVE
HEADER RIBS
ATLAS PLUS
SERIES 5000 ALUMINUM
SLIDING GLASS DOOR
SMALL MISSILE IMPACT
.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
JAMB NOTCHED Engineering:_
TO RECEIVE Eng is +lltr.
— SILL RIBS CA8116
6971 W. SyrqojdMm yd.104
El
y- Jan�VtfEW...
SILL � QO ' V
SQUARE CUT N 09
* i C
i
1pa Fl
tt'1t
DRAFTING'—""
PK DRAFTING & MORE
MIAMI-DADE BCCO:
RODUCT REVISED
wmplyinB with the Florida
wilding Code
ccepmnw No 30. _
uadoa ate
Date: 02/05/10
Scale: NA
Design by: PPMF
Drawing Number
09-220R1
SHEET
13 of 13