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HomeMy WebLinkAboutSUBMITTED PAPERSDATE: 11 l 1 PERMIT NUMBER: J 1 PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION • M 2300 Virginia Avenue SCANNED Fort Pierce, FL 34982 (772) 462-1553 BY St. Luc* CO( my APPLICATION FOR REPLACEMENT OF WINDOWS, SKYLIGHTS, DOORS & OVERHEAD GARAGE DOORS 1. LOCATION/SITE ADDRESS: I= 5. c)Lm r1 o r 4-1- Dc)7— �-enysen ahl -] 2. PARCEL ID NUMBER: -41SDZ ^?p I od 41 ce>c> 4 3. DESCRIPTION OF PROJECT OR WpRK ACTIVITY: 4. TYPE OF STRUCTURE: SFR MOBILE HOME 5. O WNE INFORMATION 2 (r1 "� r� Name: To ��t�' �/! .'p�r? � l 4�p(i ����wd' C Address: j� /� d S ..DUI _mr) City-- �. � i� YY• i" 1 State: _ Zip: aR , J - Phone: OTHER 6. CONTRACTOR'S INFORMATION FLReg/Cert#:C-,(—?0fe0 -3-2D County Cert #: C04U)-Jz [s)bS Z ,:::;Business Name: Phone Number:—I-72—LQ %-0----D- 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 Exposure 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 a plicable la�gulating construction and zoning. - - PR NT QUALIFIERS/OWNERS NAME ° L SIGNA _ OWNER STATE OF FLORIDA, COUNTY OF ) o AW� p ACKNOWLEDGED BEFORE ME THIS DAY OF 201 I , By l 1 I gDbf 1W>0 IS PERSONALLY KNOWN TO ME OR WHO HAS PRODUCED AS IDENTIFICATION. nark l LYRE'01`TARY RINT NAME OF N TITLE: NOTARY PUBLIC NOTICE TO OWNER: YOUR FAILURE TO RECORD A ION N1AWgLqERNNSKI MY COMMISSIOIVgI�i DD8896DI NOTI AQMM)� ur Ic�dt sE' ULT IN YOUR PAYING pF Bonde hru o ary P PLANNING AND DEVELOPMENT SERVICES DEPARTMENT BUILDING AND CODE REGULATIONS DIVISION �'� 2300 VIRGINIA AVE FORT PIERCE, FL 34982 RECEIVED (772)462-1553 Fax (772)462-1578 MAY 0 8 2018 PERMIT RENEWAL REQUEST 5T. Lucie County, Permitting PERMIT NUMBER: t/r / 5 ADDRESS: hf&4U C/ "' a("P111 MI Xa- 06, _40 am requesting that the above permit be renewed. I �61 un ersta d that I must schedule and pass all required inspections for the permit to be finaled. Further, I , understand that this is a ONE TIME RENEWAL and the permit shall expire should I not receive a passing inspection during any six month period during the renewal period. Justification tVIktoLL<s C° n & r-' O RBLD OR CONTRACTOR SIG Print Na e . '5/ e ATE STATE OF FLORIDA COUNTY OFS G ACKNOWLEDGED BEFORE ME THIS DAY OF 20 BY HAS PROVIDED STATE OF FOR OFFICE USE ONLY: WHO IS PERSONALLY'KNOWN TO ME , OR AS IDENTIFICATION. KAREN S. N'IELi/SN State of Florida -Notary Publi Commission # GG 207484 My Commission Expires Number of Open Inspections: Total Inspections: (Divide open by total to get % of open inspections) Percentage: Original permit fee: x %, open = $ Renewal fee Example: [15 divided by 23=.65(%)] $175(permit fee) x .65=$113.75 (renewal fee) Revised 7/21/2014 CIVIL - STRUCTURAL - MARINE ENGINEERING, LLC SLIDER DOOR REPLACEMENT SUBMITTAL BOOK FOR,,:: MIRAMAR CONDOS' ST. LUCIE COUNTY a'» PROJECT:. EXTERIOR SLIDER DOOR`y `a REPLACEMENT FOR UNIT #802 CANTELMO RESIDENCE C rn n F! FLORIDA BUILDING CODE (FBC 2007) WITH 2O09 SUPPLEMENTS AND ASGE 7-05 DESIGN PARAMETERS: WL=140 M P H EXP. "C"; 1 = 1.0 CSM ENGINEERING 189 S.W. MONTEREY ROAD STUART, FL 34994 772- 220- 4601 ka tr G II F)V /CNN PERKINS D E_- FLORIDA REGISTERED PROFESSIONAL ENGINEER #62332 REAR OF BUILDING IS FACING EAST GLASS SLIDER ENTRY DOOR TO BE REPLACED INTERIOR UNITS SIZE: 144" X 80" SLIDER DOOR L❑CATIONS 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 -53 PSF 100'-0" tt T LL, IIVt WINU ARLA = 114 SUhI WIND LOADS EXPOSURE: "C" PER ASCE/SEI 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"6 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 X duz X 805 PROJECT: MIRAMAR SLIDER DOOR REPLACEMENT 10,000 S. OCEAN DR. JENSEN BEACH, FLORIDA 772-229-1330 s DESGNED BY: CAD duWx BY: FAD CHECKED Bf: UP ROT DATE: II-ON-2011 c\aaR DOOR HRIMAR RASTER PIN SCItE• AS SNOWN PROTECT �: THE ENCI EER HEREBY EXPRESSLY RESERUG HIS/HER COMM LAW I � AW COPIT AND OTHER PROPERTY ROIIS. THEY PLANS AND DRAM NOT TO BE REPROpICEO. CHARDFD, COPED. OR ASSGHEO TO ANY THIRD PARTY N ANY PO N OR vNdER MISOEIER WHOUT FOIST MAW THE EMUS WMIIEN PERNSSION AND CONYNI OF CSL ENIMEFAS. I.I.C. IRS DOW". THE IDEAS AND DESONS INCORPORATED 1EREN, AS AN R6NiURINT OF PROFESSION& SERVICE, 6 THE PROPERTY OF CSW ERGNEFRS, LLC AND IS NOT TO BE USED. IN"OLE OR IN PARTFOR MY OTHER PROJECT MTHO T THE WRITTEN "IOa2gIDN OF CSJ DONECRNG, LLC. CSM DOOM LLC COPYRIGHT C2010 ML OWEBSIDNS SUET. BE SCREED N THE NERD BY THE -TRACIOR THE CON TOR 5 RESPONSIBLE FOR THE COORDINATION OF ALL DUENSONS. ALL SCALES NOIGTEO PERTAIN TO 24X06' PLOTS CIVIL - STRUCTURAL MARINE r ENGINEERING, LLC CSM ENGINEERING, LLC 129 SW MONTEREY RD STUART, FL13RIDA 34994 PH: 772.220.4601 FX: 772.220.4603 WWW.CSMENGINEERS.COM CfRTDICATE OF Al ONZA➢OR 00026263 JeOY ANN PERAINS ATE RORM REGISTERED PROFESSIONAL ENONRA IMU SHEET Mr - SLIDER DOOR NOTES &DETAILS SPED 7: S—i 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 _Prcj-ect-N1 ame-- - ---- jeltiir CY�a►� C la S 1 Street Address (Q poo 5. Dr.. Permit Number J �S, jyt &eAdt 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. Design Parameters and Assumptions Used: (Please check or complete the appropriate box.) 1 Florida Building Code 2007Edition with 20 7 Supplements and ASCE 7 — 0-5 2. Building Design is: Enclosed: - X Partially Enclosed: Open Building: 3. Mean Roof Height: % 0(rj 4+ Roof Pitch: F [ DL+ Internal Pressure Coefficient: 4. Width of End Zone:'-4 Wind Speed: ` T Q (3 sec. gust) 5. Building Classification Table 1-1. ASCE 7 FBC Table 1604.5 6. Wind Exposure Classification: Adjustment Factor for Exposure & Height: 7. Components &_Cladding Wind Pressure on Roof Zone 1 j 2 3. PSF 8. 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). }j"fkC/ I 13. Are Component and Cladding Details Provided? Yes No (if No, attach explanation) SFE .S 14. Minimum Soil Bearing Pressure: Presumptive: By Test: PSF J As witnessed by_my seal, I hereby certify that the information included with this certification_ is true and correct, to the best of m``y�� knowledge and belief. 3 Name: �(� "I �% L�vy Cert #: Design Firm: S A ` G na i bi 12e-r1�1'1® Date: SLCCD V Form # 020-00 SEAL Revised // 6 Revised /1111/202010 (I (IS) �p�fifll i -- URI .- i Building Permit # Planning & Development Services Department Building & Regulations Division Product Review Affidavit Owners Name (K i �-C[ Wt6t f— CO-;46 Applicani t: I Product Opening Design Product Rated Manufacturer Model Number Product Approval Glass Method of Attachment Pressures' Desl n Pressure Number T . e Windows Mullions Fixed Glass Block Glass i Skylights Sliding Glass Doors 'f - 53PSG 100 A es; s So©o 0$"Ole 3DA X*%QG r ifvCCQiCiI^e SC Mivt,{ a Swing Type Doors 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. Name: Signature: `' seal. Design Prof: C S /K t rl12 Cert. No. Date: b �� 00H ,YM�� COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE MIAMI-DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1107 MIAMI, FLORIDA 33130-1563 (305) 375-2902 FAX (305) 372-6339 www.miamidade.covlbuildingcode 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 Glass Door — S.M.I. APPROVAL DOCUMENT: Drawing No. 09-220111, titled "Atlas Plus Series 5000 Aluminum Sliding Glass Door Small Missile Impact", sheets 1 through 13 of 13, prepared by EngCo. Inc., dated 02/05/10, signed and sealed by Pedro De Figueiredo, P. E., bearing the Miami —Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami —Dade County Product Control Division. MISSILE IMPACT RATING: Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo; city, state and following statement: "Miami —Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use; and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami —Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA No. 03-0527.08 and consists of this page 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. &�5 NOA No. 08-0630.02 Expiration Date: June 26, 2013 Approval Dater March 03, 2010 �-- C Page 1 Southeastern Door Company NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS I. 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 01514801-08, 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 0151-090549, 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 01517110541, dated 12/12/01, signed and sealed by Vinu J. Abraham, P. E. (Submitted under previous NOA No.. 03-052�7.08) Jaime D.-Gascon, P. E. Chief, Product Control Division NOA No. 08-0630.02 Expiration Date: June 26, 2013 Approval Date: March 03, 2010 E -1 Southeastern Door Company NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 5. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked —up drawings and installation diagram of a Aluminum Sliding Glass Door, prepared by Hurricane Test Laboratory, Inc., Test Report No. HTL 0151-1209-02, dated 12/12/02, signed and sealed by Vinu J. Abraham, P. E. (Submitted under previous NOA No. 03-0527.08) 6. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Small Missile. Impact Test per FBC, TAS 201-94 along with marked -up drawings and installation diagram of a Aluminum Sliding Glass _ Door, prepared by Hurricane Test Laboratory, Inc., Test Report No. HTL 0151-0117-03, dated 01/14/03, signed and sealed by Vinu J. Abraham, P. E. (Submitted under previous NOA No. 03-0527.08) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2007, prepared by EngCo. Inc., dated October 30, 2009 and February 05, 2010, signed and sealed by Pedro De Figueiredo, P. E. Complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami —Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 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 12/11A 0. F. STATEMENTS 1. Statement letter of conformance and nonfinancial 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 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 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.IE. 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`CORDS:' 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 ➢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 DURATION HAVE BEEN USED. 9- DISSIMILAR MATERIALS, MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL, THAT COME IN CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2007 FLORIDA BUILDING CODE. DOOR ELEVATIONS WITH OPERABLE AND FIXED MODULES CONFIGURATIONS 5 OR MORE MODULES MODULE --I MODULE I --- MANUFACTURER: S®E 2 MODULES SOUTHEASTERN Nenulecexen al Yn pacl ReYahN 5Mnp C.leaa Ooba O X 1505 COMMERCE LANE, P.O. BOX 794 JUPITER, FLORIDA 33458. PHONE: (561) 746-5493 FAX: (561) 575-1826 ---I MODULE I-^ MODULE -•-� MODULE �-- PRODUCT: - ATLAS PLUS SERIES 5000 ALUMINUM SLIDING GLASS DOOR O X X O O X X X X SMALL MISSILE IMPACT a o a Engineering: +,EngTo Inc. CA 811GG IIII�ereu9a'-'-I!�I 697A'�I�W.Ipa,•OA+E±�- --{ MODULE MODULE I-- --I MODULE 4 MODULES O X X 0 3 MODULES O 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 i 1 RATING FOR 4 OR 3 DOOR MODULES WITH REINFORCEMENT 2 1 RATING FOR 2 DOOR 'MODULES WITH REINFORCEMENT lA RATING FOR MORE THAN 4 DOOR MODULES WITH REINFORCEMENT 2 RATING FOR 4 3 OR 2 DOOR MODULES WITHOUT REINFORCEMENT 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 i 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. A2609 1 I ,e DRAFTING, PK DRAFTING & MORE MIAMI-DADE BCCO: PRODUCT REVISED m. complying with the Florida Building Code Acceptanx No By _ Minml Do& Product Control Division Date: 02105/10 Scale: NA Design by: PPMF Drawing Number 09-220R1 SHEET 1 of 13 TABLE 1 2 DOOR MODULES W/ REINFORCEMENT 4 OR 3 DOOR MODULES wl REINFORCEMENT SECTIONS 7 AND 6 # OR DOOR MODULES Fn11R A TWRFF I TUft MODULE WIDTH FRAME HEIGHT PD RATING PD RATING GLASS TYPE (+) (-) (+) (- 30 80 90. 0 100. 0 90. 0 100.0 B C 84 90. 0 100. 0 90. 0 100. 0 B C 96 90. 0 100. 0 90. 0 105.0 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 9-37 83.7 -00 t .0 BC 120 54, 6 54. 6 66. 2 66.2 B C 36 SO 90, 0 100. 0 90. 0 100.. B C 84 90, 0 100. 0 0. 10 B C 96 90. 0 100. 0 90. 0 MD. U B C 100 90. 0 97. 0 L B C 104 82. 6 82. 6 90. 0 100. 0 B C 108 70. 7 70. 7 85. 7 8. 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. 01 90. 0 100.0 B C 98. 7 90.0 100.0 B C 100 84. 7 84. 7 90.0 100. 0 B C L04 72.0 72.0 B C !08 61.6 61.6 74. 7 74. 7 B C 120 40.0 40.0 48.4 48.4 C 48 80 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 1 B C 96 90.0 90. 0 90.0 too. 0. B C 100 70.0 75.8 70.0 91.9 C 104 64.3 64.3 70.0 78.0 C 105 60.6 60.6 70.0 73.4 C 52 80 90. 0 99. 7 90. 0 100.0 B C 84 90. 0 94. 9 90. 0 100.0 B C 88 90.0 90.6 100.0 C 97. 5 70. 0 79, 2 C BO 7 C 82 70.0 84.3 C r 84 70.0 82.3 C DULE WIDTH IN INCHES AME HEIGHT IN INCHES ESSURE RATING IN PSF 2' THRESHOLD LIMITED TO +50 PSF EXAMPLE�TABLES I AND 2 I92X96 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 I 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 28BX96 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 MODULE MODULE MODULE MODULE MODULE MODULE WIDTH WIDTH WIDTH WIDTH WIDTH WIDTH x X x w x E 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 12 335. 8 35. 8 B C 42 80 1 90.0 96,0 B C 84 90.0 91.4 B C 6 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 80.0C 88 76.4 76.4 B C 92 73.0 73.0 B C 96 70. 0 1 70. 01 B C 54 80 74. 71 74. 71 B C 85 1 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 L TYPICAL DRAIN PAN SEE SHEET 11 OF 13 TABLE 2 4, 3OR2 DOOR MODULES W/OUT REINFORCEMENT SECTIONS 4 AND 5 MODULE WIDTH FRAME HEIGHT PD RATING (+) (-)' GLASS TYPE 30 80 70. 0 70.0 1 B C 84 70.0 70.0 1 B C 96 70.0 70.0 1 B C 100 70.0 70.0 1 B C 104 70.0 70.0 1 B C 108 65. 1 65. 1 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 51.0 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 I10 44.9 44.9 B C 48 80 70. 0 70. 0 B C 4 10.0 70.0 B C 8 70,0 70,0 92 70.0 70.0 B C 96 70.0 70.0 B C 54 80 70. 0 70.0 B C 85 70. 0 70.0 B C NOTES MODULE WIDTH IN INCHES FRAME HEIGHT IN INCHES PRESSURE RATING IN PSF - 2' THRESHOLD LIMITED TO +50 PSF MANUFACTURER: S� SOUTHEASTERN UWAw 9ufh� Rww s Mc 11 Doom 1505 COMMERCE LANE, P.O. BOX 794 JUPITER, FLORIDA 33458 PHONE: (561) 746-5493 FAX: (561) 575-1826 ATLAS PLUS SERIES 5000 ALUMINUM SLIDING GLASS DOOR SMALL MISSILE IMPACT Engineering: +Fng(90 Jnr CA 8116 6971 WdSiNri6NBYph1[i¢ Nf No. 609 * *� - .o °• FSTA F Q {I+,� 9O�3s�I�l�Sb6 �p�'r11,,, ���D&9TLOlI DRAFTING: PK DRAFTING & MORE MIAMI-DADE BCCO: '.ODUCTREVLSED -Diving with the Florida Date: 02/05/10 Scale: NA Design by: PPMF Drawing Number 09-220R1 SHEET 2of13 SEE SHEET 7 FOR HEADER ANCHORING DETAILS MAXIMUM 1/4' SHIM W3 O 2, 2A, 2B OR 2C I I I I HEADER II II 5 5 I OPTIONAL J it j SCREEN L, I� DOUR J I- ---� 1 I OUTSIDE INSIDE F 1 x ; l7 a o W J 2 G t` 1 3, 3A, 3B OR 3C O I SILL J I� '2'THRESHOLD I� �I LIMITED TO+50 PSF 11 Si N II 11 N II II O � I I (Zj SEE SHEET 6 FOR SILL W4 L W4 ANCHORING DETAILS MAXIMUM W3 1/4' SHIM LOCK It .INSIDE ro � N 7 rJ. o W 9 OUTSIDE wa Ins W3 w� ✓+� OPTIONAL 12 W Q W 3A H -- 1, IA, 1B OR IC JAMB LOCK STILE OPERABLE MODULE TYPICAL SECTION DETAILS PART 7 WITH 1. 75X1, 25X. 5 DUST PLUG AT EACH ENDS WAS ATTACHED TO PART #6 WITH INSIDE #10xl-1/2' SS FH SPACED 3' FROM EACH ENDS AND 16' 6 MAXIMUM ON CENTER, WS r 13 �1� 9� l 11�13 #10X1/2' FH SS 6' FROM END AND 24' OC LOCK.-/W5_LI— s---------r--- z I I II 1 �Q MEETINGSTILE W/ OUT ----- L�------_— J L--------- --- REINFORCEMENT OUTSIDE OPTIONAL ,SCREEN DOOR W3 INSIDE �9 ill 13� FTIONAL OUTSIDE W1 W2 12 4 1, IA, 1B OR 1C q #10-16x1' PHSMS MAXIMUM SPACED AT 16'OC -1/4' SHIM . O O JAMB LOCK STILE INTERLOCK STILE FIXED MODULE W/ OUT REINFORCEMENT MANUFACTURER: S®E SOUTHEASTERN MonNxturers OlNrWgRovslent SE GW,p Gbv Ooore 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: +Fr UTa CA 81166971 Plant,g�O lanll U�'9 E $, Fat * N 52609 ' DRAFTING. 4 PK DRAFTING & MORE N2 MIAMI-DADE BCCO: WI 11 13 PRODUCT REVISED as complying with the Florida Building Code - ------ Date: 02/05/10 OPTIONAL Scale: NA SCREEN DOOR Design by: PPMF Drawing Number 09-220R1 SHEET 3 of 13 1 TYPICAL SECTION DETAILS 20 S�`0 13 OUTSIDE 4 20 j #10-16xl' PHSMS I - -------- SPACED AT IV OC O INTERLOCK STILE W/ REINFORCEMENT W3 PART 7 WITH 1. 75X1, 25X. 5 DUST PLUG AT EACH ENDS WAS ATTACHED TO PART #6 WITH #10xi-1/2' SS FH SPACED 3' INSIDE 6 FROM EACH ENDS AND 16' Ftff-ll MAXIMUM ON CENTER 13� � W5 -= s R—? _ _____- s7 I Ilr I Cq I lR'a I I I II I _ I Jill OPTIONAL OUTSIDE OPTIONAL SCREEN DOOR SCREEN DOOR O MEETING STILE W/ REINFORCEMENT 11 INSI NEWW��-_ -- 9 OUTSII a Lr) z W3 = o OPTIONAL 12 N U wa 1, 1A, 1B OR IC N MAXIMUM 1/4' SHIM 3A JAMB LOCK STILE OPERABLE MODULE O INTERLOCK STILE W/ REINFORCEMENT 13 1 LOCKING STILE OUTSIDE INSIDE GLAZING DETAILS MANUFACTURER: S 1/4' HS GLASS SOUTHEASTERN (-E. I. DUPONT INTERLAYER: 0. 060 BUTACITE PVB OR Me Neq nno/Mpeq RmbOnf SBO gGIen-oe 0.035 SENTRYGLAS PLUS IONOPLAST 1505 COMMERCE LANE, P.O. HS GLASS BOX794 ,/,-1/4' w JUPITER, FLORIDA 33458 9/16' LAMINATED IMPACT GLASS o PHONE: (561) 746-5493 r13 z FAX: (561) 575-1826 0 PRODUCT: 2!¢�p ATLAS PLUS u C° SERIES 5000 ALUMINUM SAME GLAZING DETAIL 13 SLIDING GLASS DOOR ]Lu g APPLICABLE AT THIS SMALL MISSILE IMPACT r z SECTION - - Engineering: +.EugTo Jnr. CA 8116 - 6971 W. Sunrise Blvd. 104 Plante tjpol!'a%LI ��- TYPE B GLASS: BUTACITEMPVBTED HS WITH INTERLAYER 0, 06' E. I. DUPONT ENL. �jG�--�- ENS ,"- s�. ••p0� TYPE C GLASS:\\\1�•••• 9/16' LAMINATED HS WITH 0.035' E. I. DUPONT SENTRYGLAS PLUS IONOPLAST INTERLAYER - 9':FE�5or2014 ( 11) GLAZING ADAPTOR SLID IN PLACE -,FS+Redr, ptil.. 7p,,I AND SECURED WITH,#IOXI 1/2 SS FH •, --�0�0 5 01GPrro LOCATED 1' FROM EACH END AND SPACED OSILI�ONERS T❑ BE DRAFTING�'��������� SOEALEDMOREWITHNCRL pKDRAFTING &MORE (13) GLAZING GASKET MIAMI-DADE BCCO: 1/4' HS GLASS E, I, DUPONT INTERLAYER: 0, 060' BUT ACITE PVB OR RonucrrrulsED CO"PIY"gN'ettheFlurida 0, 035' SENTRYGLAS PLUS IONOPLAST adding Cod- "�� rr 1/4' HS GLASS ue 013 1 \ MIN. LAMINATED IMPACT GLASS GLASS Miaw ptodu-t Como BITE Division 3/4' INTERLOCK MEETING STILE OUTSIDE OUTSIDE 13 PE� lElb, INSIDE INSIDE SAME GLAZING DETAIL Date:02/05110 APPLICABLE AT THESE Scale: NA SECTIONS Design by: PPMF Drawing Number 09-220R1 SHEET 4of13 MAXIMUM FRAMING ANCHORAGE DETAILS "W • �,=.'+�'. 1/4' SHIM N tw7 ¢ :,, ., .. ; •,: JAMB TRACK ANCHORED TO ar,'. .. r' ni w ln,.. , � ,:.. CONCRETE TO MASONRY a 2 TRACK 21 TYPICAL SHEAR CLIP AT EACH ANCHOR LOCATION ANCHOR TYPE A OR B 1/4' TAPCONS BY ITW BUILDER SPACED AT 16'OC 21 w 0 of 1 -rcv • + 1, IA, 1B OR 1C rrxn ¢=r a 21 Fl I�WO }'Nw 0, A"-•' TYPICAL PERIMETER w OUTSIDE N�o SEALANT VULKEM 116 POLYURETHANE t<� J STRUCTURAL 2X BUCK TO BE DESIGNED BY OTHERS MAXIMUM 1/4' SHIM JAMB TRACK ANCHORED TO WOOD 2l TYPICAL SHEAR CLIPAT r EACH ANCHOR LOCATION ANCHOR TYPE C 0o 1/4' TAPCONS BY ITW BUILDEX SPACED AT 16'OC o l•i vi I_ �1, lA, 1B OR 1C TYPICAL PERIMETER SEALANT VULKEM 116 POLYURETHANE METAL STRUCTURE 1/8' MIN. THICKNESS lA TRACK OPTIONS 3 TRACK MAXIMUM JAMtl IKAQK 1/4' SHIM ANCHORED TO METAL STRUCTURE 21 TYPICAL SHEAR CLIP AT EACH ANCHOR LOCATION ANCHOR TYPE D 1/4'-14 SS SHEET METAL SCREWS SPACED AT 16'OC 111A, 1B OR 1C TYPICAL PERIMETER SEALANT VULKEM 116 POLYURETHANE 1n 1C C OUTSIDE MANUFACTURER: S 1 SOUTHEASTERN MmrWaNuron of hpeIX RUQhN Sc04g files Poore 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: 9Fnq(�yr Jnr CA 8116 6971 W. Sundsz%td. 104 DRAFTING- PK DRAFTING & MORE MIAMI-DADE BCCO: PRODUCT REVLSED w wmplying with the Florida Building Codc _ � Dale: 02/05110 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 LIMITATION Zr (SEE SHEET 6 OF 13) N � m OUTSIDE ■ OUTSIDE E. D. - E. D. 3 E. D. 1 FRAMING ANCHORAGE DETAILS 3A ANCHOR TYPE A c 1/4• TAPCONS BY ITW BUILDEX SPACED AS PER TABLE 3 FOR 2 TRACK AND 3 TRACK ns M SPACED AS PER TABLE 4 FOR 3, 4 OR 5 TRACK ■ 3, 3A, 3B OR 3C E. D. SEE ILLUSTRATION •Z' & NOTES ILLUSTRATION 'Z' & NOTES OVERHANG MUST BE GREATER OR EQUAL TO THRESHOLD I MAXIMUM PRESSURES (PSF) FLOOR TO CEILING DIM. TYPE SE 1 CASE 2 3-1/4' +90CA +90 2' 1 +90 +50 �LO ~ Z I CASE 1- DOORS W/.OVERHANG AS PER ILLUSTRATION 'Z' o _ [OVERHANG CASE 2- DOORS WITHOUT OVERHANG U q Ll NOTES, T 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 •S ILL •TRACK TU BE SET ON BEAD OF POLYURETHANE SEALANT (VULKEM 116) '••ti''.:. �...:..; :' OR BASE OF HIGH QUALITY NON -SHRINK ' 3 KSI GROUT 2.50 EDGE ,.Do DISTANCE SHEAR CLIP PART #21 ARE NOT REQUIRED WHEN TRACK IS SET ON NON -SHRINK 3 KSI GROUT ANCHOR TYPE C 1/4' TAPC13NS 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 TRACK TO BE SET ON BEAD OFP ❑F POLYURETHANE SEALANT (VULKEM 116) 1. 00 WOOD MIN. (G> 55) 3.00 STRUCTURE BY OTHERS ---I MANUFACTURER: ME SOUTHEASTERN MenWatluren o/Mytl Re,utaN SLCNp Glatt Qnra 1505 COMMERCE LANE, P.O. BOX 794 JUPITER, FLORIDA 33458 PHONE: (561) 746-5493 FAX. (561) 575-1826 PRODUCT: I ATLAS PLUS SERIES MOO ALUMINUM SLIDING GLASS DOOR SMALL MISSILE IMPACT P Engineering: �.El g0ja Stir. CA 8116„�...., 6971 Wl Slip(De�IpdfB4,_ �� ;i*` N0.- DRAFTING+ PK ORINING & MORE MIAMI-DADE BCCO: ItODUCr REVISED a wmolvms wish d. Flmdn Divisloa Date: 02/05/10 Scale: NA Design by: PPMF Drawing Number 09-22OR1 SHEET 6of13 t DOOR FRAMING ANCHOR TYPE C 1/4' TAPCONS BY ITW BUILDEX SPACED AS PER TABLE 3 FOR R TRACK AND SPACED AS PER TABLE 4 FOR 3, 4 OR 5 TRACK HEADER TRACK ANCHORED TO WOOD �- \, 3 I / t STRUCTURAL 2X BUCK TO BE DESIGNED ..;:: BY OTHERS TYPICAL PERIMETER / SEALANT VULKEM J 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 ,2.50p 't, •2.50 EDGE 3.00 EDGE "'DISTANCE. + '.'➢ISTANCE''� 7: TYPICAL PERIMETER SEALANT VULKEM MAXIMUM 116 POLYURETHANE 1/4' SHIM --2, 2A, 2B OR 2C HEADER TRACK 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 OR 5 TRACK METAL STRUCTURE TYPICAL PERIMETER 1/6' MIN, THICKNESS SEALANT VULKEM 116 POLYURETHANE 3.00 MAXIMUM 1/4' SHIM 2, 2A, 2B OR 2C OUTSII TRACK OPTIONS STAGGERED AT T 3' FROM. EA OTHER E. D. ---t IA — E. D. OUTSIDE 2 TRACK a 2. 24 TRACK (RACK MANUFACTURER: FM TOP LAY-OUHTDRAGE APPL ABLEIEW ONLY SOUTHEASTERN FOR TWO TRACK SYSTEM Menu) tlunn o/Mpwf Re.Kslanl eAa'rg Glatt Cart 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 i Engineering: ill (5a CA 8116 6971 W. Sunrise Blvd.104 Plant tipA' tENg o��; PR ORARING & MORE MIAMI-DADE BCCO: PRODUCTREVISED a complying wild the Find& Buiid n. B, 9CCoode Z A 03 on 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 RARE HEIGHTI I p 3 30 80 86.6 100.0 100.0 55.0 100.0 100.0 100.0 100.0 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, D 100 6-9 3 100: 0 1O0. 0 4-4 0 87, 9 100, 0 100, 0 100. 0 104 66, 6 97. 6 97. 6 42.3 8. 6 -9-7.-6 9 9 108 64.2 83, 7 63, 7 40. 7 81. 4 83. 7 83. 7 83, 7 120 54. 6 54. 6 54, 6 T6. 6 54. 6 54.6 54. 6 54.6 36 80 72. 2 100. 0 100. 0 45, 8 1 91. 6 100.0 100. 0 100. 0 84 68, 8 100, 0 100. 0 43.6 1 8T 2 100. 0 100. 0 100. 0 6 60.2 100.0 100.0 38.2 76.3 100.0 93.3 150.0 100 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 65.7 33.9 67.9 85.7 83.0 85.7 120 48. 1 55. B 55.8 30.5 55. 8 55.8 55. 8 55. 8 42 8D 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. 01 100, 0 31. 4 62.8 94. 21 76. 8 1 100. 0 104 47. 6 87, 3 87. 3 30. 2 60. 4 87. 31 73. 8 1 87.3 106 45. 8 44. 7 74. 7 29. 1 58. 2 74,7 71. 1 74. 7 120- 41. 3 48. 4 46. 4 26. 2 48, 4 48. 4 48. 4 48. 4 48 80 54, 2 100, 0 500. 0 5-4 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 1 00. 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 1 78, 0 105 41. 1 73.4 73.4 26.0 52. 1 73.4 63.7i 73.4 52 80 50.' 0 I00. 0 100. 0 31. 7 63. 4 95. 1 17. 5 I GO, 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 1 86, 6 98. 3 27. 5 5_5 0 82. 4 67, 2 98. 3 82 42.3 1 84. 51 97.3 26.8 53.6 80.4 65.6 97.3 84 41.3 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= t 45.1 PSF WITH 2 CLUSTER - MAXIMUM PRESSURE PD= t 90.3 PSF WITH 3 CLUSTER - MAXIMUM PRESSURE PD= #100,0 PSF _ NUMBER OF CLUSTERS (n) ANCHORS 6 AT MAX. 24'OC ■_ La I xw I "�' I z¢ o_ L.L ANCHORS AT MAX. 24'OC MANUFACTURER: S®E SOUTHEASTERN ManWecNm,. atm. F.a'.t smv G .O_ 1505 COMMERCE LANE, P.O. BOX 794 JUPITER, FLORIDA 33458 PHONE: (561) 746-5493 FAX: (561) 575.1826 PRODUCT: ANCHORS ANCHORS ATLAS PLUS 2 MAX. AT MAX, SERIES 5000 ALUMINUM 4' OC 24' ❑C SLIDING GLASS DOOR SMALL MISSILE IMPACT - - - - - - - Engineering: �� III M ' I TRACK I EJ ngTo nr. III TRACK I OPTION I CAS116 I 6971 W. Sunrlse Blvd. 104 II OPTION I I } o Plantation, Fl ;Al2­,„� III I I ENGCOPA CW f/G+GF ot I� �QQ I 5 I AQc�o . ' CENSF •.•�Fo . II I I 4 I *09 FE ''S 201D 7 I ' �o : E aeAF WIPEI•F. W FRET. @ III I I _-p 526I6�g�IVL�dP\�lV�,� III I I DRAFT INGi`�""j, ���Id1 r l i i I PK DRAFTING & MORE MIAMI-DADE BCCO: TYPICAL PAIR OF ANCHOR CLUSTERED IN 1, 2 OR 3 SETS SPACED AT 6'OC SEE TABLE 3 FOR CAPACITY TRACK --j 6 OPTION MINIMUM EDGE ANCHOR TYPES, DISTANCE (E. D, A- 1/4' TAPCON BY ITW WITH 1 3/4' MIN. EMBEDMENT INTO 3000 psi CONCRETE 2 1/2' B- 1/4' TAPCON BY ITW WITH 1 1/4' MIN. EMBEDMENT INT❑ HOLLOW BLOCK 2 1/2' C- 1/4' TAPCON BY ITW WITH 1 1/2' MIN. EMBEDMENT INTO PT WOOD (SG=.55) 3/4' D- 1/4-14 SS SHEET METAL SCREWS INTO 1/8' METAL STRUCTURES 112' 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-TG ALUMINUM 4- ANCHOR TYPE D MUST HAVE A MINIMUM 3 THREADS EMBEDMENT No Date: 02/05/10 Scale: NA Design by: PPMF Drawing Number 09-220R1 SHEET 8of13 a FRAMING ANCHORAGE SELECTION TABLE 4 - (3,4 OR 5 TRACK FRAMING) ANCHORAGE CAPACITY IN PSF FUNCTION OF ANCHOR TYPE AND NUMBER OF CLUSTERS ANCHOR TYPE A C MODULE FRAME D IDTH HE GHT 1 3 1 2 3 2 30 80 86. 6 100, 0 500. 0 55. 0 100. 0 100. 0 100. 0 100, 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 6.6 9 .6 97. 42.3 84.6 97.6 9 .6 97.6 108 4.2 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. 6 54, 6 54, 6 36 80 72. 2 100, 0 100, 0 45. 8 91. 6 100. 0 100. 0 100. 0 84 68. 8 100. 0 100. 0 43. 6 87' 2 100. 0 ICU. 0 100. 0 96 60.2 100.0 100.0 38.2 76.3 100.0 93.3 100.0 100 57. 8 100. 0 100. 0 36. 6 73' 3 100. 0 89. 6 100. 0 104 55. 5 100. 0 100, 0 35' 2 70. 5 100, 0 86, 2 500. 0 108 53. 5 85. 7 . 85, 7 33. 9 67. 9 85. 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 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. 1 58. 120 41. 3 46, 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, I 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 95. 9 70. 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 26.478. 0 105 41, 1 73. 4 73. 4 26.0 52, 1 73. 4 63. 7 73. 4 52 80 50.0 100.0 160.0 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 96, 0 26.0 52. 0 78. 0 63. 6 96.0 60 80 43, 3 86. 6 98.3 27. 5- 1 55. 0 82. 4 67. 2 98. 3 82 42. 3 84. 5 97.3 26.8 53. 6 80. 4 65, 6 84 41. 3 82. 5 96. 0 26. 2 52.3 78, 5 64. 0 TABLE 4 EXAMPLE, DOOR MODULE= 48' -- FRAME HEIGHT= 96' HEADER & SILL ANCHOR TYPE A. WITH I 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 ANCHORS ANCHORS 6 AT MAX. AT MAX. AT MAX. 24'OC r 24'OC 24'OC a o �IDTRACK I I-= I I I I I III v j I OPTION X f I I 15 I - a (�{4 I If W I I 7 II I N71 F. III W/RFSF. ¢¢ I I III I TRACK OPTION I III I III --------- 2 I ---- TYPICAL PAIR OF ANCHOR CLUSTERED IN 1, 2 OR 3 SETS SPACED AT 6'OC. SEE TABLE 4 FOR CAPACITY MANUFACTURER: S�]E SOUTHEASTERN Mandawnrs aI MyeN MalsGd Sfebry Gram Lba,a 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 - R C - - - TRACK OPTION I Engineering: 1 i ng(gia ��ra CA 8116 I I 6971 W. Sunrise Blvd.104 aTn Planfall vR!15 r ENGGd .... 5 I I P ..... �Q�• • u ElVF i��_ .••po 4 09 ` *• I I 7 I ��F. �, �`Ff�T�rbo�010:`� I WREW. I I .�• n Off••. ��ppgglI��gg�� al ; <4 �� _ dib,4iiiFl,re•��4',1 I I DRAFTING I I PK DRAFTING & MORE . MIAMI-DADE BCCO: TRACK OPTION ODUC[ REVISED ANCHOR TYPES, MINIMUM EDGE A- 1/4- TAPCON BY ITW WITH 1 3/4' MIN. EMBEDMENT INT❑ 3000 sl CONCRETE DISTANCE (E.D.) B- 1/4' TAPCON BY ITW WITH 1 1/4- MIN. EMBEDMENT INTO HOLLOW BLOCK 2 1/2' C- I/4' TAPCON BY ITW WITH 1 1/2' MIN. EMBEDMENT INTO .PT WOOD (SG=. 55) 3/4' D- 1/4-14 SS SHEET METAL SCREWS INTO 1/8' ME AL STRUC URES 1/2' 1- MINIMUM EMBEDMENT ARE BEYOND WALL DRESSING. 2- TAPCONS WITH FLAT, HEX AND/OR PAN HEADS CAN BE USED, 3- METAL STRUCTURES ARE ASTM A36 STEEL OR 6063-T6 ALUMINUM 4- ANCHOR TYPE D MUST HAVE A MINIMUM 3 THREADS EMBEDMENT Date: 02/05/10 Scale: NA Design by: PPMF Drawing Number 09-22OR1 SHEET 9of13 DOOR FRAMING I MANUFACTURER: MINIMUM S 2-1/2' 2, 99 4. 52 tp 1. 13 L•50�1.50 jso-t1. 53+7�2 cV511.F' �N 0. 63 SOUTHEASTERN � 0 I� � umeewrenuxw.arrwuM scam cmm oaA. T 0 0 o I 1505 COMMERCE LANE, P.O. 1, 28 1. 28 1. 28N 1/4' N BOX794 DIAM. �� JUPITER, FLORIDA 33458 21- JAMB SHEAR CLIP 0. O8 �_ PHONE: (561) 746-5493 ALUMINUM 6063-T6 HOLE FAX: (561) 575-1826 0. 25 0.10 0. 25 0. LO 2-TWO TRACK HEADER 2A-THREE TRACK HEADER 0. 08 N (U PRODUCT: ALLOY:6063-T6 ALLOY:6063-T6 o a ATLAS PLUS 1. 13 o SERIES 5000 ALUMINUM 0. 63 SLIDING GLASS DOOR 6. 04 7, 57 SMALL. MISSILE IMPACT 0 1. 50 1. 53 L. 53 1, 50 1. 50 1. 53 1. 53 1, 53 1. SO N 0. 08 v o N Engineering: i. 28 1. 28 1.28 1.28 N N -L +EnC� Jrtr. y 1.28 1.28 1.28 1.28 1.28 N T CA 8116 6971 W. Sunrise Blvd. 104 "j I^ ffT0 -r �' to -THREE TRACK JAMB PlantatigiVR!OW4 0;25 0, t0 0 o a ALLOY:6063-T6 ENIA�E.,' 28-FOUR TRACK HEADER 0. 25 0 0 2C- FIVE TRACK HEADER 0�C' ALLOY: 6063-TG ALLOY: 6063-T6 0. 13-]1. - 0. 1!1 No. 5. 20 1-TWOTRACKJAMB *' 1R' 3. 67 ALLOY: 1. 13 4- „'. FFB. �nin. F3 0 fN 0 vi 3- 3-1/4' TWO TRACK SILL ALLOY:6063-T6 ' 2' THRESHOLD LIMITED TO +50 PSF 0. 124 6. 73 6.23 LE'r 1.40 1.40 0 (U o � -� I 3B- 3-1/4' FOUR TRACK SILL ALLOY: 6063-T6 2' THRESHOLD LIMITED TO +50 PSF 1N 0 r 3A- 3-1/4' THREE TRACK SILL ALLOY. 6U63-T6 2' THRESHOLD LIMITED TO +50 PSF 3C- 3-1/4' FIVE TRACK SILL ALLOY: 6063-T6 2' THRESHOLD LIMITED TO +50 PSF 0, N a DRAFT IF7CA�uinNN�1'" 0.63 PK DRAFTING & MORE MIAMI-DADE BCCO: RODUCfREVISEDMMPlying with ILe Florida f63 ilding CodeCO cceplmx No ('.inn Ome I=--4T ,d ami a odua Control on Date:02/05/10 Scale: NA p N Design by: PPMF O 0o Drawing Number 09-22OR1 1B- FOUR TRACK JAMB ALLOY: C063-T6 1C- FIVE TRACK JAMB SHEET ALLOY: 6063-T6 .10 of 13 0. 08 I7 1. 81 0 N fU 1.02 n N p Ill 0 1. 14 �-- 4- ATLAS INTERLOCK ALLOY:6063-TB 2. 50 0. 54 0. 08 2 1I' 1. 1 N 1 -: O TIJ ' 9- DOOR END RAIL ALLOY:6063-T6 --I ro �� 1.63 �1.L 0 I 0 0 12- OPTIONAL FRAME SNAP COVER ALLOY: 6063-T6 0.71 N C3T 0.08 6-ATLAS END RAIL ALLOY:6063-T6 DOOR PANEL COMPONENTS 81 BILLOF MATERIALS BILL OF MATERIALS 0, 88 0. 90 1.72 m Ifl IN n ^ 0 ° n 0 0 3 0 0 0 �I. 90 3. 50 5- DOOR TOP RAIL ALLOY: 6053-T6 ONLY ON OPERABLE PANELS 0. 08 1.72 0. 88 0.90 N TN Inci LA Io n 0. 10 71 8- DOOR BOTTOM RAIL ALLOY: 6063-T6 0.93 n 0.06 0 In 13- GLAZING GASKET E%TRUDED PVC 75 BUROMETER MARINE GASKET PARTB 992 MADE BY TEAM PLASTICS, INC. N � L67— W r ° 0. to 1 N I. 2B 0.20 7- ATLAS DOOR ASTRAGAL ALLOY:6063-T6 0. 10 d C �� a, n d0 0 11- GLAZING ADAPTER ALLOY:6063-TS # DESCRIPTION MATERIAL SUPPLIER 1 TWO TRACK JAMB ALUMINUM 6063-T6 SOUTHEASTERN DOOR COMPANY lA THREE TRACK JAMB ALUMINUM 6063-T6 SOUTHEASTERN DOOR COMPANY ID 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-TG SOUTHEASTERN DOOR COMPANY 5 DOOR TOP RAIL ALUMINUM 6063-T6 SOUTHEASTERN DOOR COMPANY 6 ATLAS END RAIL ALUMINUM 6063-T6 SOUTHEASTERN DOOR COMPANY 7 ATLAS DOOR ASTRAGAL ALUMINUM 6063-T6 SOUTHEASTERN DOOR COMPANY 8 DOOR BOTTOM RAIL ALUMINUM 6063-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 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 1. 24 1 0 - O T n I n 0. 25 I o 20-ATLAS INTERLOCK REINFORCEMENT - 6063-TB WEATHER STRIPPING JY1I'ID S L- L INT. WEEP HOLE CLUSTER OF MINIMUM FOUR 1/4' DIAM WEEP HOLES AT EA DRAIN PAN 1/8xl' OPENING FACTORY APPLIED DRAIN PAN LOCATED AT CENTERLINE OF EACH PANEL SEE SHEET 2 OF 13 MANUFACTURER: M SOUTHEASTERN IMWd RIIW"SidiVG UOm 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: +Fn�C�� Jnr CA el16 6971 W. ,9ujvMA x004 a 609 DRAFTING, PK DRAFTING & MORE MIAMI-DADE BCCO: Fiari& Date: 02/05/10 Scale: NA Design by: PPMF Drawing Number 09-220R1 SHEET 11 of 13 DOOR HARDWARE 18- DEADLOCK NULTIPOINT MORTISE LOCK PER LOCK MEETING STILE HARDWARE SUPPLIER..AMESBURY �1 , PART 12B15-84 ATTACHED TO THE DOOR WITH (2) e6X 1/4' SS FLAT HEAD SCREWS. 19 - STRIKE PLATE I KEEPER PER MEETING STILE OR JAMB - 10. 137 HARDWARE SUPPLIER. AMESBURY 4 PART 42470-84 ATTACHED AT JAMB OR ASTRAGAL RAIL (-(0O 0 0 C_-::� 0 USING FOUR W/ 910-16X 1-1/2'PHSMS. 10. 130 56 2.5 5. 662 0 O oo O ��T m O O O 0 0 0. 13 1. 969 -� , 75 , 3. 937 17A- SINGLE WHEEL ASSEMBLY 2 PER FIXED BOOR PANEL HARDWARE SUPPLIER, AMESBURY PART 01966-7000-12 ADJUSTABLE 1 11/16' DIAMETER NYLON ROLLER ASSEMBLY WITH ALUMINUM HOUSING ATTACHED TO THE BOTTOM RAIL USING ONE I/4'XI SS ROD, DOOR HARDWARE TYPICAL LOCATIONS uhao 17- TANDEM WHEEL ASSEMBLY 2 PER ➢PERABLE DOOR PANEL HARDWARE SUPPLIER. AMESBURY PART 81966-7501. 14 ADJUSTABLE 1 11/16' DIAMETER NYLON ROLLER ASSEMBLY WITH ALUMINUM HOUSING ATTACHED TO THE BOTTOM RAIL USING ONE 1/4-XI SS ROD. MANUFACTURER: 9 70 SOUTHEASTERN NanW elwert NMptl Raacar45fenp Gbnuma 1505 COMMERCE LANE, P.O. BOX 794 JUPITER, FLORIDA 33458 PHONE: (561) 746-5493 FAX: (561) 575-1826 ATLAS PLUS SERIES 5000 ALUMINUM SLIDING GLASS DOOR SMALL MISSILE IMPACT Engineering: +Fng(fa Jrtr. CA 8116 6971 W. Sunrise Blvd. 104 Plantationnr P�f7 ENG���af t. Q4Z> � EN$F ..Fps 09 _FE&AVEI12014 1O��SbT�fakddp_��� �l � DRAFTING. PN ORAMNG a MORE MIAMI-DADE BCCO: RODUCr REVISED wmplying with Ote Florida uilding Code imtionDae /1' t :K Date: 02105/10 Scale: NA J Design by: PPMF J Drawing Number 09-22OR1 SHEET 12 of 13 0. 25 DOOR CORNER ASSEMBLY __j E _ i 0o �— ALL DOOR PANEL JOINTS TO BE SEALED BY USING A BEAD OF SEALANT TOP RAIL - — — PER CORNER) #1 #14X1' SSPH SMS VERTICAL STILES BOTTOM RAIL STRESS BAR TOP RAIL SQUARE CUT in N vi APPLICABLE ONLY FOR REINFORCED DOORS I/4-1XS-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) #14XI SS C1 PER CORNER) #14X1' SSPH SMS VERTICAL STILE BOTTOM ENDS (1 INT❑ ROLLER ASSEMBLY) ARE NOTCHED TO RECEIVE _ #14X1' SSPH SMS BOTTOM RAIL RIBS AND SECURED BY (1) #14X1 SS AT RAIL AND (1) #14X1 SS INTO ROLLER nnF1 BOTTOM RAIL USQUARE CUT OTTOM RAIL "l SEALANTS FRAMING CORNER ASSEMBLY FRONT VIEW SECTION VIEW HEADER SQUARE CUT JAMB NOTCHED TO RECEIVE HEADER RIBS A JAMB NOTCHED TO RECEIVE SILL RIBS SILLD O If `-SILL APPLY ILLOF SEALANT AT TOP AND BOTTOM JOINTS SQUARE CUT .JAMB SHEAR CLIP ASSEMBLY JAMB —CLIP AT EACH PERIMETER SEALANT - VULKEN 116 POLYURETHANE SEALANT FRAME JOINT SEALANT - CRL SILICONE OR VULKEN POLYURETHANE SEALANT DOOR PANEL JOINT SEALANT - CRL SILICONE OR VULKEN POLYURETHANE SEALANT MANUFACTURER: S®E SOUTHEASTERN nwwranu,n a nae a n.ama su�y rwa mo,n 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: +FngTa ttr CA 8116 6971 W. Stle(65aPJvd.104 N 09 fbl5 2a1& DRAFTING PK ORWIK6 & MORE MIAMI-DADE BCCO: RODUCTREVISED c =01PlYinS with the Florida Date: 02 OB110 Scale: NA Design by: PPMF Drawing Number 09-22OR1 SHEET 13 of 13