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HomeMy WebLinkAboutSUBMITTED PAPERS� DATE: 19-11 i I J 'wn PERMIT NUMBER: JJJF / g ZJ -� PLANNING & DEVELOPMENT SERVICES DEPARTMENT ® BUILDING & CODE REGULATIONS DIVISI9 a o - LN 2300 Virginia Avenue `� ANNE® Fort Pierce, FL 34982 13Y (772) 462-1553 St. Lucie Cou.ty APPLICATION FOR REPLACEMENT OF WINDOWS, SKYLLIIGHHTS, DOORS & OVERHEAD GARAGE �DOORS 1. LOCATION/SITE ADDRESS: Ib:�z n 6fh i 2. PARCEL ID NUMBER: � SCZ -)L/ l l �UdZ OLY��j 3. DESCRIPTION OF PROJECT OR WO ACTIVITY: l ►'� _ ��1 i� )n� DDT���y!'"��'G 4. TYPE OF STRUCTURE: SFR MOBILE HOME OTHER 5. OWNERS I]F ff rl'G( ,,,, p6. CONTRACTOR'S NFOORMATION Name: ) i LO ►CEO FLReg/Cert#: Address: L`LY;D s . cx��n I n3 lbw County Cert #: l o64 nc.QZ 2m Z City: ��r> Y1 (kj State: _ Business Name:��%C� ( 92 F�3YCzS Zip: 3LH5 Phone: Phone Number: ``-n7-0q2--b-5QZ 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 laws regulating construction and zoning. PRINT QUALIFIERS/OWNERSNAME A+IFIER/OWNER STATE OF FLORIDA, COUNTY O ACKNOWLEDGED BEFORE METHIS 17 DAY OF 20LL, B I�I Y.i�� 71lJVCF I WHO IS P SONALLY OWN TO ME OR WHO HAS PRODUCED AS IDENTIFICATION. C k—Sj6qjCtUjE O OTARY - TYPE OR PRINT NAME OF NOTARY TITLE: NOTARY PUBLIC CO ,i jIUMB - MY COMMISSION # DD 889657 NOTICE TO OWNER: 'YOUR FAILURE TO RECORD A NOTICE { NC:W*y4,jaf�SUL IN YOUR PAYING %,,,,F. Bonded Thru Notary Public Underwriters CIVIL STRUCTURAL -MARINE ENGINEERING, LLC SLIDER DOOR REPLACEMENT SUBMITTAL BOOK FOR MIRAMAR CONDOS ST. LUCIE COUNTY =s-4 U - PROJECT: EXTERIOR SLIDER DOOR REPLACEMENT FOR UNIT #102 ARMSTRONG RESIDENCE N CODE: FLORIDA BUILDING CODE. (FBC 20 WITH 2O09 SUPPLEMENTS AND ASCE 7- 05 DESIGN PARAMETERS: WL=1,40 M P H EXP. „C": I - 1.0 CSM ENGINEERING 189 &W. MONTEREY ROAD STUART, FL 34994 772-220-4601 JUDY AkIN PERKINS 'DATE: 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 LOCATIONS TYPICAL EACH FLOOR IMPACT - 5000 SERIES NOA#08-0630.02 ONLY DOORS LISTED IN THE CHART ARE TO BE REMOVED AND REPLACED. WIND PRESSURES SLIDER DOOR POSITIVE PRESSURE NEGATIVE PRESSURE FLOOR HT. (FT.) 53 PSF 1 -53 PSF I 100'-0" LFFLL,IIVt WINO ANtA = E54 SUtI 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"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 X 805 PROJECT. MIRAMAR SLIDER DOOR REPLACEMENT 10,000 S. OCEAN DR. JENSEN BEACH, FLORIDA 772-229-1330 2 / 3 DESIGNED BC CAD DRAWN B'Y: CAD CMO(EO BY: JAP PLOT DATE II-Od-2011 W2\%%R DOOR MW/AWE MASTER PLAN SCALE: AS SHOWN I FROECT /: THE ENGINEER W" E)MSSLT RESER,ES HIS/HER COMMON UN COPYRIGHT AND OTHER PROPERTY RIGHTS. THESE PAYS AND DRAM', HOT TO BE REPa000CEO, CHANGED, COPIED, OR ASSIGNED TO ANT THIRD PARTY H ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST OOTNNHG THE EXPRESS WRITTEN PERIYS90N AND CONSENT OF CSE ENbNEERS, LLC THIS DOCUMENT. THE IDEAS AND DESIGNS HCORPOFATED HELM. AS AN HSTWIENT OF PROFESSIONAL SERva, IS THE PROPERTY OF CSM ENGNEERS, LLC AND IS NOT TO BE USED, IN WHOLE OR H PART FOR ANY OTHER PROECT WITHOUT THE MPoREN AUT ORRATION Of CSJ ENGINEERING, LLC CSM E101JEE S, LLC COPYRGIHT C2010 ALL OMMSOUS SHAu BE VERTIGO H THE FEED BY THE CONTRACTOR THE CONHKiOR IS RESPoNSBLE FOR THE CODf✓ MIDON OF ALL ONENSIONS, ALL SCALES INDICATED F'FAIAW 10 71Y16' ROTS CIVIL • STRUCTURAL MARINE ENGINEERING, LLC 135M ENGINEERING, LLC , 189 8W MONTEREY RD , STUART, FLORIDA34994 PH:772.220.4601 FX:772.220.4603 WVlN.CSMENONEER5.00M CERMCATE OF AUDWZATION: 00026263 ��4DATE J Y ANN RKINS fLOAB.A REGISffPFO PROFESSIONAL ENGVEER NO. 62332 SHEET MIME: SLIDER DOOR NOTES & DETAILS S-i Planning & Development Services Department Building.& Code Regulations Division 2300 Virginia Avenue Port Pierce, FL 34982 772462-1553 Design Certification for Wind Load Compliance . This Certification must be completed by the project design architect or engineer. This Certification must be submitted in duplicate with all applications for building permits involving the construction of new residence (single or multi- family), residential addition, any accessory structure requiring a building permit, and any nonresidential structure. This Certification shall not apply to interior renovations (provided that no exterior structural walls, columns or other components are being affected) and certain other minor building permits. For further assistance, please contact the Building Inspection Office at (772)462-1553 Street Address 10000 S. fkC fir, Permit Number TQwStiit 644dh I Occupancy Type FL I Construction Type Certification Statement: I certify that, to the best of my knowledge and belief, these plans and specifications have been designed to comply with the applicable structural portion of the Building Codes currently adopted and enforced by St. Lucie County. I also certify that structural elements depicted on these plans provide adequate resistance to .the wind loads and forces specified by current code provisions. Desil!n Parameters and Assumptions Used: (Please check or complete the appropriate box.) 1 Florida Building Code 2007 Edition with 20 09 Supplements and ASCE 7 — 05 2. Building Design is: Enclosed: X Partially Enclosed: Open Building: 3. Mean Roof Height: 100 4+ Roof Pitch: F [ #-+ Internal Pressure Coefficient: V— 0,(8 4. Width of End Zone: & P4 Wind Speed: (3 sec. gust) 5. Building Classification Table 1-1. ASCE 7 - FBC Table 1604.5 6. Wind Exposure Classification: C Adjustment Factor for Exposure & Height: a 7. Components &-Cladding Wind Pressure on Roof Zone 1 2 3. PSF 8. Components & Cladding Wind Pressure on Wall Zone 4 S35 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). &L 13. Are Component and Cladding Details Provided? Yes X No _ (if No, attach explanation)S�E /W e -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: �� Pet k L rys Cert# �i�J f� Design Firm: C J / f ` U m i,h P—Q,�'lq D Date: 6 0 �[ Q0& SLCCDV Form # 020-00 Revised 2/27/09 (CL) Revised 6/11/2010 (IS) SEALJAO i Building Permit # Planning & Development Services Department Building & Regulations Division Product Review Affidavit ' ,Owners Name j V.-Cl YkIav Co-ndo Applicant: Product Opening Design Product Rated Manufacturer Model Number Product Approval Glass Method of Attachment Pressures' Desi n Pressure Number T e Windows I Mullions j Fixed Glass Block Glass i Skylights Sliding Glass Doors _ 53 p.TF 10o' f -10 rs. � svEa r— SD©� O $ " r7Cp 3®,p x0foG I� jiCUYIGy`2 5'e r ry /f►i ti l 6 Swing Type Doors i French Doors Garage Doors i Hurricane Protection i 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: ��`�1�' r l.S Signature: � Design Prof: C S /Y (hP-P-' c) ,Cert. No. A Date: seal Jment MI&� BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA Southeastern Door Company 1505 Commerce Lane P. O. Box.794 Jupiter, FL 33458 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. m iam idade. Govlbu i l d i nci code 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. 09-220R1, titled ."Atlas Plus Series 5000 Aluminum Sliding Glass Door Small Missile Impact", sheets 1 through 13 of 13, prepared by EngCo. Inc., dated 02/05/16, 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. (,AS v � NOA No. 08-0630.02 Mwr�i OUNTY J 2 I 1 Expiration Date: June 26, 2013 Pf Approval Date: March 03, 2010 (� S Page 1 Southeastern Door Company ' I 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 0151490549, dated 10/19/09, signed and sealed by Vinu J. Abraham, P. E. 3. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked —up drawings and installation diagram of a Aluminum Sliding Glass . Door, prepared by Hurricane Test Laboratory, Inc., Test Report No. HTL 0151-0909-01, dated 09/07/01, signed and sealed by Vinu J. Abraham, P. E. (Submitted under previous NOA No. 03-0527.08) 4. Test reports on: 1) Air Infiltration Test, per FBC; TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance 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 202-9.4 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. 03-052;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 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 01514117-03, 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_ nalysis, 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 12/11/10. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated October 30, 2009, signed and sealed by Pedro De Figueiredo, P. E. 2. Laboratory compliance letter for Test Reports No.'s HTL 0151— 0801— 08 and HTL 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 00/07/01, 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 — SMP, approved on 06/26/03 and expiring on 06/26/08. Cic ` Jaime D. Gascon, P. 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` 041IS' 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-TG 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 LIMITE➢ 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 --I MODULE I---- ---1 MODULE I -- 4 MODULES O X X O —� MODULE f 3 MODULES —I MODULE I--- 2 MODULES O X --{ MODULE �- 0 X X 0 0 X X X X --{ MODULE h-- --+ MODULE MODULE I-- 0 X X X, X 0 X X X X X X ---{ MODULE MODULE 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 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 INTO 3, 4 & 5 TRACKS NOTES- 1— DESIGN RATING WILL BE THE LOWEST PRESSURE FROM APPLICABLE TABLES 2— PLEASE REFER TO SHEET 6 FOR FURTHER POSITIVE PRESSURE LIMITATION DUE TO THRESHOLD HEIGHT. TABLE OF CONTENTS: SHEET DESCRIPTION SHEET DESCRIPTION 1 GENERAL NOTES, TYPICAL ELEVATIONS 8 FRAMING ANCHORAGE RATING AND SCHEDULE 2 DESIGN RATING TABLES 1, IA AND 2 9 FRAMING ANCHORAGE RATING AND SCHEDULE 3 SECTION DETAILS 10 DOOR FRAMING COMPONENTS 4 SECTION DETAILS & GLAZING DETAILS 11 DOOR SASH COMPONENTS AND BILL OF MATERIALS 5 FRAMING ANCHORAGE DETAILS 12 DOOR HARDWARE 6 FRAMING ANCHORAGE DETAILS 13 DOOR & FRAMING ASSEMBLY 7 FRAMING ANCHORAGE DETAIS MANUFACTURER: FEW] SOUTHEASTERN uenw.wren ar myacr aausrem srw'nv cress Doan 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: CA 8116.dU�'+ _ No. §2609 ss7�� Itt ° DRAFTING- PK DRAFTING & MORE MIAMI-OADE BCCO: PRODUCT REVISED M wmplying with Ore Flauda suilding C°de Aettptance No I�.ar 7MimiProduct Contort Divlsion Date: 02105/10 Scale: NA Design by: PPMF Drawing Number 09-22OR1 SHEET 1 of 13 T TABLE 1 2 DOOR MODULES W/ REINFORCEMENT 4 OR 3 DOOR MODULES W1 REINFORCEMENT SECTIONS 7 AND 6 # OR DOOR MODULES Fnt IQ R. THRFF I Tun MODULE WIDTH FRAME HEIGHT PD RATING PD RATING GLASS (+) (-) (+) T T--T-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. 0 100. 0 B C 100 90. 0 100. 0 90. 0 100.0 B C 104 90..0 97.6 90.0 l00.0 B C 108 83. 7 83. 7 90. 0 1 . 0 B C 120 54. 6 54, 6 66. 2 66. 2 B C 36 80 90. O 100. 0 90. 0 100. 0 B C 84 9D.0 I00.0 90. U ILL.0 B C 96 90. 0 100. 0 B C 100 90, 0 97. 0 B C 104 82. 6 82, 6 90, 0 100. 0 B C 108 70, 7 70. 7 85. 7 85. 7 B C 120 46. 0 46. 0 55. 8 55.8 B C 42 80 90.0 L00.0 90.0 100.0 B C 84 90. 0 100. 0 90. 0 1 UO. 0 B C 96 1 90. 0 1 98. 7 90.0 1 I00. 0 B C 100 84. 7 84, 7 90.0 100. 0 B C 104 72. 0 72. 0 B C 108 61. 6 61. 6 74. 7 74. 7 B C 120 40.0 40.0 48.4 48.4 C 48 80 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 6 90. 0 90. 0 90. 0 I00, 0 B C 100 1 70.0 75.8 70. 0: 91.9 C 104 64, 3 64. 3 70. 0 78. 0 C 105 1 60.6 60.6 70.0 73.4 C 52 80 90. 0 99. 7 90.0 1DO. 0 B C 84 90, 0 94. 9 90. 0 100. 0 B C 88 90.0 90.6 C 97, 5 70. 0 79. 2 7 0. 0 96. 0 C 60 80 70.0 86. 4 C 82 70, 0 84. 3 C 84 70.0 1 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-X❑ - 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 - DOUR WIDTH - MODULE MODULE MODULE MODULE WIDTH WIDTH WIDTH WIDTH I 1 t< 3 O 4 X 5' X 4 X LO x 7 2 W/R F If 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 15.9 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 86.21 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. 6 35. 8 B C 42 80 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 56.01 B C 108 47.9 47.9 B C 48 80 84.0 84.0 B C 4 80. 0 80, 0 pC 88 76.4 76.4 92 73.0 73.0 B C 96 70.0 70.0 B C 54 80 7417 74.7 B C 85 70. 3 70. 3 B C NOTE, MODULE WIDTH IN INCHES FRAME HEIGHT IN INCHES PRESSURE RATING IN PSF 2' THRESHOLD LIMITED TO +50 PSF WIDTH WIDTH 0 i 1 L TYPICAL DRAIN PAN SEE SHEET 11 OF 13 TABLE 2 4.3 OR 2 DOOR MODULES W/OUT REINFORCEMENT SECTIONS 4 AND 5 MODULE WIDTH FRAME HEIGHT PD RATING (+) (-)' GLASS 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 70.0 70.0 B C 108 65.1 65.1 B C 120 42, 5 42.5 B C 36 80 70. 0 70.0 B C 84 70. 0 70.0 B C 96 70. 0 70.0 B C 100 70. 0 70.0 B C 104 64. 2 64.2 B C .108 55. 0 55.0 B C 120 35.' 8 33.8 B C 42 80 70. 0 70.0 B C 84 70.0 70.0 B C 6 70. 0 1 70.0 B C 100 65.9 65.9 B C 104 56.0 56.0 B C 110 44.9 44.9 B C 48 80 70. 0 70.0 B C 4 70.0 70.0 B C 88 70.0 70.0 B 92 70. 0 70.0 B C 96 70. 0 70.0 B C 54 80 70. 0 70. 0 B C 85 70, 0 70. 0 B C NOTE- MODULE WIDTH IN INCHES FRAME HEIGHT IN INCHES PRESSURE RATING IN PSF 2' THRESHOLD LIMITED TO +50 PSF MANUFACTURER: S SOUTHEASTERN MenulWreri 0l fmpaURukleMSY'd pGkss Gaga 1505 COMMERCE LANE, P.O. BOX 794 JUPITER, FLORIDA33458 PHONE: (561) 746-5493 FAX: (661) 575-1826 PRODUCT: ATLAS PLUS SERIES 5000 ALUMINUM SLIDING GLASS DOOR SMALL MISSILE IMPACT Engineering: +EnCGu +fnr. CA 8116 6971 Wd�imriG Ec6BtIT4:._ No. t e *� ��ikk : DRAFTING: PK DRAFTING & MORE MIAMI-DADE BCCO: Date: 02/05/10 Scale: NA Design by: PPMF Drawing Number 09-220R1 SHEET . 2of13 TYPICAL SECTION DETAILS MANUFACTURER: S� SEE SHEET 7 FOR HEADER SOUTHEASTERN ANCHORING DETAILS MAXIMUM - 1/4' SHIM - W3 PART 7 WITH 1. 75X1, 25X, 5 DUST PLUG AT EACH ENDS WAS 1565 COMMERCE LANE, P.O. I I O I I 2, 2A, 2H DR 2C ATTACHED TO PART #6 WITH #10x1-L/2' SS FH SPACED 3' FROM EACH ENDS AND 16' INSIDE BOX 794 JUPITER, FLORIDA 33458 6 PHONE: (561) 746-5493 HEADER W3 MAXIMUM ON CENTER. FAX: (561)575-1826 5 OPTIONAL J IL ji 5 W5 it 9 11 13 PRODUCT: ATLAS PLUS SCREEN REEN �JI 13 SERIES 5000 ALUMINUM --U SLIDING GLASS DOOR 1 OUTSIDE INSIDE SMALL MISSILE IMPACT LOCK Engineering: w �(' C I�I�I MEETING STILE CA 8116 697t W. a B Z t` B l� 3 L_� =___ =-L---------� i=----- - e-_T------- WI CUT REINFORCEMENT Plant ENS? GifYs� ••'•, FQ O1 3, 3A, 3B OR 3C - OUTSIDE OPTIONAL SCREEN DOOR ���,Q ;' N •� C 1 52609 SILL �Ir�vnvn�I II�7v^vnll '2°THRESHOLD `* �i LIMITED TO PSF r ��O G 01V.'t'`� _F �. o II II Cu _,.=(,�,`j•�A�ApfySpF�l�`y���..t1 10 I I ni 0101/2' FH SS i ■ 6' FROM END DRAFTING. AND 24' pC W3 PK DRAFTING $ MORE :R+'-` sa•.>t:- _ _ _ INSIDES 4 SEE SHEET 6 FOR SILL W4 W4 MIAMI-DADEBCCO: ANCHORING DETAILS W2 w F N W1 11 MAXIMUM W3 ¢ ow 9 1t 13 W1 13 PRODUC!'REVISED as complying with the Florida 1 /4' SHIM Q In W3 OUTSIDE , W2 Building Code n Acceptance No 0O2 11_ � OPTIONAL 12n LECK INSIDE BY_Mitunl ode W c1, IA, 1B OR 1C 4 ----- z st<9 Division OUTSIDE Date: 02/05/10 #10-16L- _-- Ins W3 MAXIMUM SPACED Scale: NA I- I/4' SHIM OPTIONAL SCREEN DOOR Design by: PPMF N OPTIONAL 12 3 O 4 wz ¢ JAMB LOCK STILE INTERLOOCKSTILE Drawing Number w rn 3A FDCEDMOOULE OUT 09-220R1 �— 1, IA, IB OR1C JAMB LOCK STILE REIN OfRCEMENT OPERABLE MODULE SHEET 3of13 TYPICAL SECTION DETAILS 20 INSIDE PART 7 WITH 1.75X1.25X.5 DUST PLUG AT EACH ENDS WAS ATTACHED TO PART #6 WITH 11 4 #10xl-1/2' SS FH SPACED 3' INSIDE 13 FROM EACH ENDS AND 16, 20 6 MAXIMUM ON CENTER. ' us I1 13 1L 9 11 13 OUTSIDE 4 W5 ___-Lzs1 Rsf-= Zz sl ___ 1 IF 20 I ] v[l I t c]s' #10-16xl' PHSMS I�----- �_____ ------ �"_____ SPACED AT 16'OC �- ❑PTIONAL OUTSIDE OPTIONAL SCREEN DOOR SCREEN DOOR O O INTERLOCK STILE MEETING STILE W1 REINFORCEMENT WI REINFORCEMENT W3 I I INSI o LOCK 9 OUTSII ww a z W3 W� _ = OPTIONAL 12 NU wa 1, 1A, 111 OR 1C H MAXIMUM 1/4' SHIM 3A JAMB LOCK STILE OPERABLE MODULE O INTERLOCK STILE WI REINFORCEMENT 13 w cc 0 LOCKING STILE OUTSIDE INSIDE GLAZING DETAILS MANUFACTURER: 1/4' HS GLASS SOUTHEASTERN -E, I. DUPONT INTERLAYER: I 0, 060' BUTACITE PVB OR aeWwA,m�na,ex.,mr.rtsrcna cba ooa. 0. 035SENTRYGLAS PLUS IONOPLAST 1505 COMMERCE LANE, P.O. /-1/4' HS GLASS BOX794 JUPITER, FLORIDA 33458 9/16' LAMINATED IMPACT GLASS y o PHONE: (561) 746-5493 z FAX: (561) 575-1826 13 PRODUCT: ATLAS PLUS G° SERIES 5000 ALUMINUM SAME GLAZING DETAIL 13 SLIDING GLASS DOOR ]tu g APPLICABLE AT THIS SMALL MISSILE IMPACT a z SECTION - Engineering: ' Tat(� Jnr. CA 8116 6971 W. Sunrise Blvd. 104 - Plantatjpnr41(. 13'. TYPE BGLASS; �L. 9/16' LAMINATED HS WITH 0, 06' E. I. DUPONT BUTACITE PVBINTERLAYER EN ��Q��....... O: E TYPE CGLASS' ` 9/16' LAMINATED HS WITH 0, 035' E. I. DUPONT .* 9 SENTRYGLAS PLUS IONOPLAST INTERLAYER i �':FE��5or�014' *�•� % F ed1., (ill GLAZING ADAPTOR SLID IN PLACE Fti ed neli 4t AND SECURED WITH #IOX1 1/2 SS FH LOCATED 1' FROM EACH END AND SPACEDN NO T❑ BE DRAFTING����������r SEALEDMOREWITHNCRL �ILICONERS pH DRAFTING MORE (13) GLAZING GASKET MIAMI-DADE BCCO: 1/4' HS GLASS E, I. DUPONT INTERLAYER: 0, 060' BUTACITE PVB OR RODUCr rrVISBD 00mPly'n"'rh the Fbrida 0, 035' SENTRYGLAS PLUS IONOPLAST uildie8 Coda D auPrmia em3toduct 1/4' HS GLASS 11 G1 MIN. LAMINATED IMPACT GLASS y GLASS MuCactm BITE Divbian 3/4' SAME GLAZING DETAIL APPLICABLE AT THESE SECTIONS Date:02/05110 Scale: NA Design by: PPMF INTERLOCK MEETING STILE OUTSIDE 13 13 OUTSIDE INSIDE INSIDE Drawing Number 09=220R1 SHEET 4 of 13 MAXIMUM FRAMING ANCHORAGE DETAILS 'w •' ' • �;'+�'. OW Z• 1/4' SHIM N 0¢;.., . ;'.', JAMB TRACK ANCHORED TO ' a ~ CONCRETE TO MASONRY ca 2 TRACK 21 TYPICAL SHEAR CLIP AT EACH ANCHOR LOCATION • ANCHOR TYPE A OR B 1/4' TAPCONS BY ITV BUILOEX a SPACED AT 16, DC _ 21 W 0 of 1 1, lA, 1B OR IC =w \ U; OZ. wON )W •/1j.w a Ow M. �'.. �;� ;'•`' TYPICAL PERIMETER OUTSIDE w cW ~C3 SEALANT VULKEM 116 POLYURETHANE w STRUCTURAL 2X BUCK TO BE DESIGNED BY OTHERS MAXIMUM JAMB TRACK ANCHORED TO WOOD PICAL SHEAR CLIPCH r ANCHOR LOCATION ANCHOR TYPE C o1/4'TAPCONS BY ITW tA BUILOEX SPACED AT 16.00 o lA, 1B OR 1C TYPICAL PERIMETER SEALANT VULKEM 116 POLYURETHANE METAL STRUCTURE 1/8' MIN. THICKNESS IA TRACK OPTIONS q TRArK MAXIMUM JAMB IRAGK 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 1, 1A, 1B OR 1C TYPICAL PERIMETER SEALANT VULKEM 116 POLYURETHANE 1B IC C OUTSIDE MANUFACTURER: S SOUTHEASTERN MonufxWmn of MRBe RaNtnN S M]g Goss Doom 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: +Eng(ga .3nr CA 8116 6971 W. Sundse.Dkid. 104 '* 7 ; JA nngn- 3 DRAFTING, PK DRAFTING & MORE MIAMI-DADE BCCO: PRODUCT REVISED as complying with the Florida Date: 02/05/10 Scale: NA Design by: PPMF Drawing Number 09-220R1 SHEET 5of13 I C MANUFACTURER: FRAMING ANCHORAGE DETAILS S STAGGERED AT 2 TRACK 3 TRACK OPTIONS 3A SOUTHEASTERN 3' FROM EA OTHER SEE ILLUSTRATION ON SHEET 7 MenWatlw"n Nlmp�tl Reuffi,rt Stldng GWss Ooan THRESHOLD LIMITATIONS ANCHOR TYPE A 1505 COMMERCE LANE, P.O. Zr (SEE SHEET 6 OF 13) 1/4' TAPCONS BY ITW BUILDEX BOX 794 SPACED AS PER TABLE 3 FOR 2 TRACK AND JUPITER, FLORIDA 33458 nu 3 TRACK a m SPACED AS PER TABLE 4 FOR 3, 4 OR 5 TRACK PHONE: (561) 746-5493 ■ OUTSIDE M FAX: (561) 575-1826 OUTSIDE I 3, 3A, 3B OR 3C PRODUCT: ATLAS PLUS E. D. 1 E. D. E. D. 3 E. D. SEE ILLUSTRATION 'Z' &NOTES SERIES 5000 ALU ILLUSTRATION 7" & NOTES OVERHANG MUST BE 5 THRESHOLD GREATER OR EQUAL T❑ MAXIMUM PRESSURES <PSF) TYPE FLOOR TO CEILING OIM. CASE 1 CASE 2. 3-1/4- +90 +90 2' +90 +51) 0 �� T ~ z I CASE I- DOORS W/ OVERHANG AS PER ILLUSTRATION 'Z' E3 ~J i [OVERHANG CASE 2- DOORS WITHOUT OVERHANG C3 0 0 U A w NOTES- = t- 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, lA OR 2 . SILLMINUM TRACK ANCHNCH ORED TO CONCRETE 21 21 SLIDING GLASS DOOR SMALL MISSILE IMPACT. Engineering: CA 8116 .uii69711 u l - •'•SILL TRACK TO BE SET ON BEAD OF t' io J E (C •'';�O " POLYURETHANE SEALANT (VULKEM 116) ���`� OR BASE OF HIGH QUALITY NON-SHRINKi O. i 5 609 3 KSI GROUT No. �--- EDGE 3.00 DISTANCE SHEAR CLIP PART #21 ARE NOT A •' r QZI.h �� REQUIRED WHEN TRACK IS SET ��, ON NON -SHRINK 3 KSI GROUT �.'••EI�RI;S••' 1, "!iBFr57Ff/�j1 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 " DRAFTING: PK DRAFTING &MORE MIAMI-DADE BCCO: 3, 3A, 3B OR 3C SEE ILLUSTRATION'Z" & NOTES MODUCFREVISED a complying with the Florida Building Code �1 No 30.04 SILL TRACK Acceptance 13 ANCHORED TO WOOD 21 n n n r 21 ,-�- Miami adeProdu Control _SILL TRACK TO BE SET ON BEAD [IF POLYURETHANE SEALANT (VULKEM 116) WOOD MIN. <G>=. 55) 1. 00 3. 00 STRUCTURE BY OTHERS Date: 02/05/10 Scale: NA Design by: PPMF Drawing Number 09-220R1 SHEET 6of13 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 I I ANCHORED TO WOOD L d J 3 DOOR FRAMING STRUCTURAL 2X BUCK TO BE DESIGNED BY OTHERS TYPICAL PERIMETER / SEALANT VULKEM — MAXIMUM 116 POLYURETHANE 1/4' SHIM 2, 2A, 2B DR 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 z. so � i z: 50 EDGE 3, 00 EDGE =;DISTANCE—, :'._D I STANCE: _DISTANCE: TYPICAL PERIMETER SEALANT VULKEM MAXIMUM 116 POLYURETHANEF7F 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 3.00 1/8' MIN. THICKNESS SEALANT VULKEM 116 POLYURETHANE MAXIMUM 1/4 SHIM 2, 2A, 2B OR 2C OUTSII TRACK OPTIONS STAGGERED AT ,r— 3' FROM EA OTHER E. D. 12 E. D. OUTSIDE 2 TRACK 2 2. 24 TRACK (RACK MANUFACTURER: S®E ANCHORAGE TOP VIEW LAY —OUT APPLICABLE ONLY SOUTHEASTERN FOR TWO TRACK SYSTEM Manuledunn olMpnq Fa4s�enl SGOxg Gkss Mwe 1505 COMMERCE LANE, P.O. BOX 794 JUPITER, FLORIDA 33458 PHONE: (561) 746-5493 FAX: (661) 57&1826 PRODUCT: ATLAS PLUS SERIES 5000 ALUMINUM SLIDING GLASS DOOR SMALL MISSILE IMPACT Engineering: +EngTer Jnr. CA 8116 6971 W. Sunrise Blvd. 104 Planta`pN,%",, ENO ki * FEB it Cr. DRAFTING """'•- PK DRAFTING & MORE MIAMI-DADE BCCO 'RODUCT REVISBD c,, —tvi— with the Florida Date: 02/05/10 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 HEIGHT1 I 2 3 30 80 86.6 100.0 100.0 55.0 100.0 100.0 100.0 100.0 84 i2, 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 8. 9 100. 0 100, 0 100, 0 104 66, 6 97, 6 97. 6 42, 3 8. 6 6 9_7 97. 108 64. 2 83. 7 83. 71 40. 7 81. 4 83. 7 " 63. 7 83. 7 120 54.6 54. 61 54.6 36.6 1 54.6 54.6 54.6 54.6 36 80 72, 2 100. 01, 100. 0 45, 8 91. 6 100. 0 100, 0 100. 0 84 168. 8 IOU 01 100. 0 43. 6 87. 2 100. 0 100, 0 100. 0 6. 60. 2 100. 01 100.0 38.2 76. 3 100. E 93. 3 100. 0 0 57.8 100.0 100.0 36.6 73.3 100.0 89.6 100.0 104 r1 155.5 100.0 100.0 35.2 70.5 100.0 86.2 100.0 108 53. 5 85. 7 85. 7 33. 9 67 . 9 85. 7 83.E 85, 7 12E 48. 1 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 98.11 80. 0 100. 0 100 49, 5 99. 0 100.0 31. 4 62. 8 94.21 76.8 '100. 0 104 47.6 87, 31 87. 3 30. 2 60. 4 87.3 73. 8 87. 3 108 45. 8 74. 7 1 74. 7 29. 1 58, 2 74. 7 71. 1 74. 7 120 41, 3 48. 4 48. 4 26.2 48. 4 48. 4 48. 4 48, 4 48 80 54. 2 100, 0 100, 0 34. 4 68. 7 100. 0 84.0 100. 0 84 51.6 100.0 100.E 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. 41 67.2 91.9 104 41.7 78.E 78.0 26.4 52.8 78.0 64.6 78.0 105 41. 1 73. 41 73. 4 26. 0 52, 1 73. 4 63. 7 73. 4 52 80 50. 0 100.0 100. 0 31. 7 63. 4 9. 1 7. 5 100, 0 84 47.6 95. 2 100. 0 30. 2 60. 4 1 90. 6 73, 8 100, 0 88 45.4 90.9 100.0 28.8 57.7 86.5 70.5 100.0 97, 5 41. 0 82. 0 96.0 26. 0 52. 0 78, 0 63.6 96. 0 60 80 43. 3 86, 6 98. 3 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 84 141.3 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 I CLUSTER - MAXIMUM PRESSURE PD= t 45.1 PSF WITH 2 CLUSTER - MAXIMUM PRESSURE PD= t 90.3 PSF WITH 3 CLUSTER - MAXIMUM PRESSURE PD= ±100.0 PSF NUMBER OF CLUSTERS (n) ANCHORS 6 AT MAX. 24'DC ANCHORS AT MAX. 24'DC MANUFACTURER: M SOUTHEASTERN MMWadu,an olfmyed RadafaN Slma9 Waa Oaara 1505 COMMERCE LANE, P.O. BOX 794 JUPITER, FLORIDA33458 PHONE: (561) 746-5493 FAX: (561) 575-1826 PRODUCT: ANCHORS ANCHORS ATLAS PLUS MAX. AT 'MAX, 2 SERIES 5000 ALUMINUM 4' OC 24' DC SLIDING GLASS DOOR SMALL MISSILE IMPACT - - - Engineering: IiI M I TRACK I EngTo +lnr. III TRACK I DPT ION I CA 8116 6971 W. Sunrise Blvd. 104 III OPT ION i 0-IDPlantation,Fli3,,,,�� IiI I I ~ ENGC0RPIo Cgs FloU�-- L I lv 15 i ``���Q��. CENSF•;9Fo w Ii� 1 4 i 'IN* 609 i I� 7 I , � FE r''S�1201E Wnm� I twRErF. I ? �p� ;En essd3F 626g�8�do-\��',�� I DRAFTING PK DRAFTING &MORE MIAMI-DADE BCCO: TYPICAL PAIR OF ANCHOR CLUSTERED IN 1, 2 OR 3 SETS SPACED AT 6'DC SEE TABLE 3 FOR CAPACITY TRACK --1 6 OPTION MINIMUM EDGE ANCHOR TYPES, DISTANCE (E, D, ) A- 1/4' TAPCON BY ITW WITH 1 3/4' MIN. EMBEDMENT INTO 300E psi CONCRETE 2 1/2' B- 1/4' TAPCON BY ITW WITH 1 1/4' MIN. EMBEDMENT INTO HOLLOW BLOCK 2 1/2' C- 1/4' TAPCON BY ITW WITH 1 1/2' MIN, EMBEDMENT INT❑ PT WOOD (SG=.55) 3/4' D- 1/4-14 SS SHEET METAL SCREWS INTO 1/8' METAL STRUCTURES 1/2' NOTES, 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 Florida Date: 02105/10 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 DTH HE GHT 3 1 2 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. 0 I00 69. 3 100. 0 100. 0 44. 0 87, 9 100. 0 100. 0 100. 0 104 66. 6 97. 6 97. 6 42.3 84, 6 97. A 9. 6 -7. 6 108 64. 2 83, 7 83. 7 40. 7 B1, 4 83. 7 83. 7 8 3.. 7 36 120 34. 6 54, 6 546 36.6 54. 6 54.6 54. 6 56 80 72.2 100.0 1 100.0 45.8 91.6 100.0 100.0 100.0 84 68, 8 1 100. 0 1 100, 0 43.6 87. 2 100. 0 100, 0 300, 0 96 60. 2 1 100. 01 100. 0 38. 2 76. 3 100, 0 93. 3 100. 0 100 57. 8 100. 0 100. 0 36. 6 73. 3 100. 0 89, 6 100. 0 104 55.5 100.0 100.0 35.2 70.5 100.0 86.2 100.0 108 42 20 1B0 68. 9 100. 0 IUU. 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 IOU.0 31.4 62.8 94.2 76.8 100.0 104 47. 6 87, 3 87, 3 30, 2 60. 4 87, 3 8 87. 3 108 45.8 74.7 74.7 29. 1 58.2 74.7 .73, '7 1. 1 74.7 48 120 54, 2 100. 0 100. 0 34. 4 68. 7 100: 0 84. 0 1000 84 51.6 100.0 100.0 32.7 65.4 98. 1 80.6 100.. 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. 01 26.4 1 52.8 78.0 64.6 78.0 52 105 41. 1 73, 4 73. 4 26. 0 52. BO 50.0 100.0 100.0 31.7 63.4 95. 1 77.5 300.0 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 0 63.6 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 82.5 96.0 26.2 52.3 78.5 64.0 96.0 TABLE 4 EXAMPLE, DOOR MODULE= 48' -- FRAME HEIGHT= 96' HEADER 8 SILL ANCHOR TYPE A. WITH 1 CLUSTER - MAXIMUM PRESSURE PD= t45,1 PSF WITH 2 CLUSTER - MAXIMUM PRESSURE PD= 190.3 PSF WITH 3 CLUSTER - MAXIMUM PRESSURE PD= t100 PSF _ NUMBER [IF CLUSTERS (n) ANCHORS ANCHORS ANCHORS 6 AT MAX. --{ AT MAX. I-- AT MAX, 24' ❑C I 24' pC I 24' pC `O TRACK ICI ao I I I I I � I U? i OPTION 5 .12J << I 4 4 I I 7 I1 11 `TLJ uW I I vnr I I INormT. <aTRACK I I III ti I I III L OPTION 2 111 _ �------ L- - TYPICAL PAIR ❑F ANCHOR CLUSTERED IN 1, 2 OR 3 SETS SPACED AT 6'OC SEE TABLE 4 FOR CAPACITY ANCHORS AT MAX. 24'DC ITTRACK OPTION 1 -i I I FID I I I 5 I 4 I 7 I I I I I I I I I TRACK OPTION ANCHORjTYPEgS, MINIMUM EDGE A- 1/4ITW WITH 1 3/4' MIN. EMBEDMENT INTO 3000 sl CONCRETE D2SiA2CE (E.D.)B- 1/4ITW WITH 1 1/4' MIN. EMBEDMENT INTO HOLLOW BLOCK 2 1/2°C- 1/4ITW 1/4 WITH 1 I/2' MIN, EMBEDMENT INTO PT WOOD (SG=.55)D- METAL SCREWS INTO 1/8' METAL STRUCTURES 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 MANUFACTURER: . S SOUTHEASTERN nww.�"en orny.a a..rmm srmq c�v 000a 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: Eng(511 Jrcr. CA 8116 6971 W. Sunrise Blvd. 104 Plantatlo 'FIMSS ENGq L ENS; * ; 09 �`-FE��rEio�01D; � Off;'•. al ; • tv �� �Is .......DRAFT I PK ORWIHG 8 /MORE MIAMI-DADE SCCO: LODucr REVISED complying with the Florida .ilding Code :ceplance No punrion Dated/�rQOI� ' Date: 02/05/10 Scale: NA Design by: PPMF Drawing Number 09-22OR1 SHEET 9of13 2. 99 o 1. 50 1- 1. 50 o n L 28 1. 28 .N. 0. 25 0. 10 2-TWO TRACK HEADER ALLOY:6063-T6 6.04 s 11 I 1. 50 1. 53 1. 53 1, 50 o T1.28 1.28 1.28 1.28 m 0.25 0, 10 26- FOUR TRACK HEADER ALLOY: 6083-T6 0 3- 3-1/4' TWO TRACK SILL ALLOY: 6063-T6 2" THRESHOLD LIMITED TO +50 PSF 3B- 3-1/4' FOUR TRACK SILL ALLOY:8063-T6 2' THRESHOLD LIMITED TO +50 PSF DOOR FRAMING MANUFACTURER: MINIMUM S 2-1/2, 1. 13 1.50 01 1. 53 � 1. 50 cVS1iF' v 0. 63 SOUTHEASTERN s1 � � � o 1505 COMMERCE LANE, P.O. W a BOX 794 F19 1. 28 N 1/4' N JUPITER. FLORIDA 33468 21•JAMBSHEARCLIP DIAM. 0 08 PHONE:(561)7465493 ALUMINUM 6063-T6 HOLE FAX: (561) 575-1826 0. 25 0, 10 2A-THREE TRACK HEADER 0. OB N N ATLAS PLUS ALLOY:6083-T6 o 1, 13 0 v SERIES 5000 ALUMINUM 0. 63 SLIDING GLASS DOOR - 7, 57 SMALL MISSILE IMPACT 1. so 1. 53 1. 53 1. 53 1. so a 0.08 o N Engineering: 0+Fn�C2u Jnr. 1. 28 cu pir T CA 8116 6971 W. Sunrise Blvd.104 -0 IA- THREE TRACK JAMB Plentad9)vW!9384,3 W ALLOY:6063-Tfi EN(,-Q1A,6fl�y, cs 10 2C- FIVE TRACK HEADER ALLOY: 6063-T6 3A- 3-1/4" THREE TRACK SILL ALLOY., 6063-TB 2' THRESHOLD LIMITED TO +50 PSF 3C- 3-1/4' FIVE TRACK SILL - ALLOY: 6063-T6 ' 2' THRESHOLD LIMITED TO +50 PSF O o 1-TWO TRACK JAMB ALLOY: 6063-T6 1. 13 " 0, 63 r 1. 13 W 0. 63 N L 0.08 m o m 0 o M N O N P 1 B- FOUR TRACK JAMB ALLOY:6063-T6 0 O 0 N 08 08 m o m o n -: 7 N W _T W N 1C- FIVE TRACK JAMB ALLOY:6063-T6 PK DRAFTING & MORE MIAMI-DADE BCCO: Date: 02/05/10 Scale: NA Design by: PPMF Drawing Number 09-22OR1 SHEET 10 of 13 0. 08 m 1. 81 d N (U m N v 1, 02 N d T� I 1, 14 � 4-ATLAS INTERLOCK ALLOY:6063-T6 2, 50 0. 54 0.08 1. 72 N v 9- DOOR END RAIL ALLOY: 6063-T6 1. 63 �L o Ir N C; d d 12- OPTIONAL FRAME SNAP COVER ALLOY: 6063-T6 DOOR PANEL COMPONENTS & BILLOF MATERIALS BILL OF MATERIALS 0. 88 �1,72 0, 90 m n n o to m n d 0. 3 d d o I. I�^ 90 3. 50 5- DOOR TOP RAIL - ALLOY:6063-T6 ONLY ON OPERABLE PANELS 0.08 0. 88 0. 90 1. 72 T p d� Iao .n n 0. I0 �I----- 3. 50 8- DOOR BOTTOM RAIL ALLOY:6063-T6 0, 93 0.08 d o 13- GLAZING GASKET EXTRUDED PVC 75 DUR#METER MARINE GASKET PART# 992 MADE BY TEAM PLASTICS. INC. -2. 50 0.71 LU 1. 67 v d m 0. 10 N 0.08 0 d 1. 28 1, BI 0. 20 6-ATLAS END RAIL 7-ATLAS DOOR ASTRAGAL ALLOY:6063.T6 ALLOY:6063-TB 0. 10 ,dC5T.z 11- GLAZING ADAPTER ALLOY:6063-T5 # DESCRIPTION MATERIAL SUPPLIER 1 TWO TRACK JAMB ALUMINUM 6063-T6 SOUTHEASTERN DOOR COMPANY IA THREE TRACK JAMB ALUMINUM 6063-T6 SOUTHEASTERN DOOR COMPANY III FOUR TRACK JAMB ALUMINUM 6063-T6 SOUTHEASTERN DOOR COMPANY 1C FIVE TRACK JAMB ALUMINUM 6063-T6 SOUTHEASTERN DOOR COMPANY 2 TWO TRACK HEADER ALUMINUM 6063-T6 SOUTHEASTERN DOOR COMPANY 2A THREE TRACK HEADER ALUMINUM 6063-TG 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 6063-16 SOUTHEASTERN DOOR COMPANY 4 ATLAS INTERLOCK ALUMINUM 6063-T6 SOUTHEASTERN DOOR COMPANY 5 DOOR TOP RAIL ALUMINUM 6063-T6 SOUTHEASTERN DOOR COMPANY 6 ATLAS END RAIL ALUMINUM 6063-T6 SOUTHEASTERN DOOR COMPANY 7 ATLAS DOOR ASTRAGAL ALUMINUM 6063-T6 SOUTHEASTER DOOR COMPANY 8 DOOR BOTTOM RAIL ALUMINUM 6063-T6 SOUTHEASTERN DOOR COMPANY 9 DOOR END RAIL ALUMINUM 6063-T6 SOUTHEASTERN DOOR COMPANY 10 1/4' PILE WEATHER-STRIP PILE W31255BNG ULTRAFAB 11 GLAZING ADAPTER ALUMINUM 6063-T5 SOUTHEASTERN DOOR COMPANY 12 OPT.IONAL SNAP COVER ALUMINUM 6063-T5 SOUTHEASTERN DOOR COMPANY 13 &811N1 GASK T EXTRUDED VINYL TEAM PLASTIC 17 1 11/16' DIAM. ROLLER TANDEM ROLLER AMESBURY 17A 1 I1/16' DIAM. ROLLER SINGLE ROLLER AMESBURY 18 #2815-84 MULTI -POINT LUCK 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 ISEALANT VULKEN 116 POLYURETHANE TREMCO 1. 24 N 1 -T0 dT N n O. 25 �o 20-ATLAS INTERLOCK REINFORCEMENT - 6063-T6 WEATHER STRIPPING SILL LNT. 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: S f SOUTHEASTERN Menweao.,, o[ unoed Reaislei# s#e�R cca LHos 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: +Enq(Go J1tr CA 8116 6971 W.$VNI9®AB1W1104 * :I DRAFTING- PK DRAFTING & MORE MIAMI-DADE BCCO: Date: 02/05/10 Scale: NA Design by: PPMF Drawing Number 09-220R1 SHEET 11 of 13 DOOR HARDWARE (�18- DEADLOCK _ I I MULTIPOINT MORTISE LOCK PER LOCK MEETING STILE HARDWARE SUPPLIER. AMESBURY PARr 42615-e4 19 - STRIKE PLATE ATTACHED TO THE DOOR WITH (2) 06X 1/4' SS FLAT HEAD SCREWS. r 1 KEEPER PER MEETING STILE OR JAMB 10. 137 HARDWARE SUPPLIER, AMESBURY PART #2470-84 f ATTACHED AT JAMB OR ASTRAGAL RAIL 0 O O O E::� O 0 N USING FOUR W/ #10-16X 1-1/2'PHSMS 10. l30 .56 2.5 5. 662 O O O 0 0' 0. 13 1. 969 3. 937 1 \� 0 o nI I'- o u 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 #1966-7000-12 PART 91966-7501.-14 ADJUSTABLE 1 11/16' DIAMETER NYLON ROLLER ADJUSTABLE 1 11/16' DIAMETER NYLON ROLLER ASSEMBLY WITH ALUMINUM HOUSING ATTACHED TO ASSEMBLY WITH ALUMINUM HOUSING ATTACHED TO THE BOTTOM RAIL USING ONE 1/4'Xl SS ROD. THE BOTTOM RAIL USING ONE I/4'X1 SS ROD. DOOR HARDWARE TYPICAL LOCATIONS 1 1 3 O 4 X s X 4 X 4 7 IOCK 7 7 w/REIF. WrFEW WIFEM.. 6 W/REDF. X-j 2 2 L 17A 17AJ L17 17J L17 17J L17 17—/ L17 MANUFACTURER: M. SOUTHEASTERN Mmdedomtnd&WdRoo 4k aqG a ➢om 1505 COMMERCE LANE, P.O. BOX 794 JUPITER, FLORIDA 33458 PHONE: (561) 746-5493 FAX: (561) 576-1826 'RODUCT. ATLAS PLUS 'ERIES 5000 ALUMINUM 'LIDING GLASS DOOR 'MALL MISSILE IMPACT KngTo Jnr CA S116 6971 W. Sunrise Blvd. 104 Plant^ fJ�7IP..(,� 3GG� ENG 4(Z. .. N�? 09 t#rd` �� d` ISSN.11. V (�1 DRAFTING-""'"" ""' PK DRAFTING & MORE MIAMI-DADE BCCO: RODUCr REVISED t complying with the Florida Date: 02/05/10 Scale: NA Design by: PPMF Drawing Number 09-22OR1 SHEET 12of13 '0.25 DOOR CORNER ASSEMBLY ­4�-- ALL DOOR PANEL JOINTS TO BE TOP RAIL SEALED BY USING A BEAD OF SEALANT SQUARE CUT Ln N TOP RAIL Fl APPLICABLE ONLY FOR REINFORCED DOORS 1/4-1X5-1/4' 6063-TG ALUMINUM STRESS BAR LOCATED BETWEEN THE INTERLOCK VERTICAL STILES AND TOP AND BOTTOM RAILS CORNERS (2 PER CORNER) II SSPH SMS IIJI VERTICAL VERTICAL STILE TOP ENDS STILES - ARE NOTCHED TO RECEIVE BOTTOM RAIL RIBS AND SECURED BY (2) #14X1 SS --- (1 PER CORNER) #14X1' SSPH SMS VERTICAL STILE BOTTOM ENDS (1 INT❑ ROLLER ASSEMBLY) ARE NOTCHED TO RECEIVE #14X1' SSPH SMS BOTTOM RAIL RIBS AND ------- — SECURED BY (1) #14XI SS AT RAIL T— AND (1) #14X1 SS INTO ROLLER L n u 0-0 J \r/ BOTTOM RAIL STRESS BAR n nI-7 BOTTOM RAIL USQUARE CUT OTTOM RAIL SEALANTS FRAMING CORNER ASSEMBLY FRONT VIEW SECTION VIEW rr �� SABER ]UARE CUT JAMB NOTCHED ❑ RECEIVE 1EA➢ER RIBS JAMB NOTCHED TO RECEIVE SILL RIBS SILL J APPLY BEAD OF'SEALANT AT � SILL TOP AND BOTTOM JOINTS U 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 mo�urewnn a nnpae w+�wa sw,a cw, o-m 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: CA 8116 6971 W.499ILS9Alyd.104 ` 15 2 O�cC Ad�roUeNO ����,,`` ' �'`�70AW26� Irl" DRAFTING PK DRAFTING & MORE MIAMI-DADE BCCO: RODUCT REVISBD wmplying with the Florida wilding Code cwptance No y' , I!ed. ate. Date: 02/05/10 Scale: NA Design by: PPMF Drawing Number 09-22OR1 SHEET 13 of 13