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HomeMy WebLinkAboutSUBMITTED PAPERSDATE: PERMIT NUMBER: PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION o o 2300 Virginia Avenue Fort Pierce, FL 34982 SCANNED (772) 462-1553 BY APPLICATION FOR REPLACEMENT OF St. Lucie COunty WINDOWS, SKYLIGHTS, DOORS & OVERHEAD GARAGE DOORS 1. LOCATION/SITE ADDRESS: I®m(p S. DCean Ytl� �D`t J-emzn 6 , 2. PARCEL ID NUMBER: J SbL "7()l nd3-7 OPP 3. DESCRIPTJPN OF PROJECTOR WORK ACTIVITY: 110GZ Q I 4. TYPE OF STRUCTURE: SIR MOBILE HO/AM'}OTHER 5. OWNERS INFORMATION 00 e- z --i— ZT� 6.4 L C CONTRACTOR'S INFORMATION Name: ( ('MM� _ 1 e Ifhh� � {��! Y Y FL Reg/Cert #: � /I f�- I ®7 Address::1 WW V�rl ID 90 County Cert #: ' r�� C�,�2oL City:J( 1 - � t I State: _ Business Name: � ' , II �r&- Zip: Phone: Phone Number: Z- L 2- b�/ 2- Windows, Swing Doors, Skylights, Fixed Glass Opening Design Pressure A.S.C.E - 7 Design Pressure Product Manufacture Model # Method of Attachment # Florida Product Approval # 120 mph 1130 mph 1140 mph Windows & Skylights. Exposure B i 17 --Exposure C Overhead Garage Doors < 30' - F.B.C. Table 1609.6 (1) + 1609.6 (2) B- Size C- Size VALUE OF CONSTRUCTION: $ � FEES DUE: � q RECEIPT: 1j 210 9 -� OWNER'S AFFIDAVIT: I certify that all of the information contained in this application is correct and that all work will be done in compliancewithall a plicable 1 ws regulating construction and zoning. PC PRINT QUAALII�FIIE�RQS/OW�NNE S NAME kF--70��� _ STATE W FLORIDA, B COUNTY T I/ Yii4—� Y mn „ f ACKNOWLEDGED BEFORE ME THIS �� DAY OF 20 B � O IS PERS ALLY NOWN TO ME OR WHO HAS PRODUCED AS IDENTIFICATION. : ,5AA I t SI E TARY TYPE OR PRINT NAME OF NOTARY TITLE: NOTARY PUBLIC C( qO-. J1 Ni ERWINSKI :?�' ez =*• �: MY COMMISSION I DD 889657 NOTICE TO OWNER: YOUR FAILURE TO RECORD A NOTI MM3%0VNW4k2&`j RE ULT IN YOUR PAYING pF4e� Bonded Thru Notary Public Underwriters PLANNING AND DEVELOPMENT SERVICES DEPARTMENT BUILDING AND CODE REGULATIONS DIVISION 2300 VIRGINIA AVE FORT PIERCE, FL 34982 (772) 462-1553 Fax (772) 462-1578 MAY 1 J2018 Permitting Bed §1: W9@ C®Yfl t PERMIT RENEWAL REQUEST PERMIT NUMBER: I 1 �'' 0194A ADDRESS: u2?-,0it� gglj--7- I, 0 , am requesting that the above permit be renewed. I / understand that I mu s hedule and pass all required inspections for the permit to be finaled. Further, I understand that this is 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 (Ike r nen nn v';nn\ %n C,k , Z . CONTRACTOR SIGNATURE Print Name STATE OF FLORID r , k� COUNTY OF � Ep Mqy r,Y ?vie DATE Pei I dug® expe ACKNOWLE Eb BEF E ME THIS 1� DAY OF 20_ BY WHO IS PERSONALL .KNOWN TO MEOR HAS PROVIDED AS IDENTIFICATION. S ATE OF FLORI County 06 1�r 611 M A000DMM Comei m#GG196133 GNA NOTARY SEAL .}�` ���. @ 8wddllwlM4MNoYl��N FOR OFFICE USE ONLY: 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(9/o)] $175(permit fee) x .65=$113.75 (renewal fee) Revised 7/21/2014 MIRAMAR CONDOS ST. LUCIE COUNTY PROJECT: EXTERIOR SLIDER DOOR.a3. REPLACEMENT FOR UNIT #704 r, STRICKLERPOE RESIDENCE. CODE: moo FLORIDA BUILDING CODE (FBC 2007) . WITH 2O09 SUPPLEMENTS AND ASCE 7—,05 DESIGN PARAMETERS WL-140 MPH EXP. "C"; I — 1.0 CSM ENGINEERING 189 S.W. MONTEREY ROAD STUART, FL 34994 772-220-4601 Q& PVr 101/t /l i JU Y AM PERKINS 'DATE: FLORIDA REGISTERED PROFESSIONAL ENGINEER #62332 REAR OF BUILDING IS FACING EAST GLASS SLIDER ENTRY DOOR. TO BE REPLACED INTERIOR UNITS SIZE: X 80 — �� SLIDER DOOR LOCATIONS TYPICAL EACH FL❑❑ IMPACT 5000 SERIES NOA#08-0630.02 ONLY DOORS LISTED IN THE CHART ARE TO BE REMOVED AND REPLACED. WIND PRESSURES SLIDER POSITIVE PRESSURE NEGATIVE PRESSURE FLOOR HT. (FT.) DOOR 53 PSF 53 PSF 100••0" GENERAL -AND STRUCTURAL NOTES:: I.'ALL CONSTRUCTION SHALL BE DONE WACCORDANCE 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 & NOA108-0630.02 CHART Of UNITS TO REPLACE SLIDER DOORS: UNIT # 3000 SERIES 5000 SERIES IMPACT X NON —IMPACT 102 105 X 305 X 504 X 704 X 802 X 805 C PROJECT: MIRAMAR SLIDER DOOR REPLACEMENT 10,000 S. OCEAN DR. JENSEN BEACH, FLORIDA 772-229-1330 OESCREO Rr: oe DRANK B/: CID CNECREO BY. ROT ME. 11.0d-2011 X%Swell 000R OWIM WSTER PUN SUM AS SIM ,NOJECT /: - THE ENQNEER HEREBY DPKSAr RESERrES IFS/HER COMM UN COMMT AND OOWW PROPERTY Rdtti TEY PANS NO OPARNGS NE NOT TO BE RENT --- CNNOEO, COPED. OR ASSIdED 10 AM TIED PARTY N Nn POIN OR K" ER "ISOE6ER mNOUI YNST 08TNNNG THE CTPAESS WRITTEN PERMSSON AND CONSENT OF CS2 DOORS, LLC. TNS D000IENT, THE OEAS AND DESIGNS NNRPOMIEO 1EREN. AS AN 061RITR 6 0' PAOR590NA SERn[E, 6 TE PROPEIN OP ClU ENGMm LLC AN0 IS NOT TO 8E OSEq N 1n101E OR N PART POR NIT' OTHER PROJECT TRNIM THE IATtEEN MMMUTON OF CSA ENONEERNO, LLC, CSR ENWgm. LLC COPmGHI C2010 NL IMMERSIONS 9KL 8E HItfED DI THE IIELD 8Y TE CONIRKTOR THE CONIR/CTQR IS RESPoxFOR TE CO0IOINNEN OF ALL ONENSONS. ALL GYRES MOIR PERTAIN 10 24Y36• PLOTS CIVIL • STRUCTURAL - MARINE ENGINEERING, LLC CSM ENGINEERING, LLC IS- SW MONTEREY RD STUART, FLORIDA 34994 PH: 772.220.4601 FX: 772.220,4603 MM-CSMENGINEERS.CON CMUICNE CF A MMZAnON: 00026263 • 1 c DY ANN P KINS ATE RORO.1 REGISTERED PRMSMWL E"MaR NO. 62332 SNEEI I1ANF: . SLIDER DOOR NOTES & DETAILS 9EEI ►: �I S-1 I Planning & Development Services Department Building. & Code Regulations Division ' 2300 Virginia Avenue a2, r' ► 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 -----Projecri�lame__ StrRffiv eet Address (®ppo SD fk� fly. Permit Number 1-e.V15,e/h&Ad4Occupancy 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 2007 Edition with 20Supplements and ASCE 7 " 01 2. Building Design is: Enclosed: Partially Enclosed: Open Building: 3. Mean Roof Height: 100 4+ Roof Pitch: F [ &+ Internal Pressure Coefficient: 4. Width of End Zone: T Wind Speed: Y© (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: o a 7. Components &. Cladding Wind Pressure on Roof Zone 1 2 3. PSF 8. Components & Cladding Wind Pressure on Wall Zone 4 +/ 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). 13. Are Component and Cladding Details Provided? Yes 9 No _ (if No, attach explanation) 'SF—E 40 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 Gand belief. Name: �� per`' Lam- C Nr `> Cert # Design Firm: S O r ` rtq (h eCY't r 1 Date: SLCCDV Form # 020-00 SEAL Revised 2/27/09 (CL) � e Revised 6/11/2010 (IS) C !Gt (r l Building Permit # Planning & Development Services Department - Building & Regulations Division Product Review Affidavit Owners Name (K j V"C.I YYtaC' CCI'.)'tdC) Applicant: Product Opening Design Pressures Product Rated Desi n Pressure Manufacturer Model Number Product Approval Number Glass Type Method of Attachment Windows Mullions Fixed Glass Block Glass i Skylights Sliding Glass Doors Swing Type Doors French Doors Garage Doors — �� P5� P1�0 f 'p PSG v ��®� $ " (��3C f i''4et7n�e Se tv /�ti N, i a 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 sped ed by current code provisions. �� h. Name: vl �( J Signature: �..Q A—v r. !t Design Prof.- C,S /'� Eli t h Cert. No. _ �l' a j c�. Date: seal jhi'J'nt =1 COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION MIAMI-DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1107 MIAMI, FLORIDA 33130-1563 (305) 375-2902 FAX (305) 372-6339' NOTICE OF ACCEPTANCE (NOA) www.miamidade.covlbuiidingcode 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 02/05/16, 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. 034527.08 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. MIAMI•DADECNOA No. 08-0630.02 OUtU Q V J �. I o °lam (f Q-r Expiration Date: June 26, 2013 Approval Date: March 03, 2010 Page I C� I Southeastern Door Company NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturees 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 241.1 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 01514905-09, dated 10/19/09, signed and sealed by Vinu J. Abraham, P. E. 3.. Test reports on: 1) Large Missile Impact Test per FBC,, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked —up drawings and installation diagram of a Aluminum Sliding Glass. Door, prepared by Hurricane Test Laboratory, Inc., Test Report No. HTL 0151-0909-01, dated 09/07/01, signed and sealed by Vinu J. Abraham, P. E. (Submitted under previous NOA No.. 03-0527.08) 4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202-94 along with marked -up drawings and installation diagram of a Aluminum Sliding Glass . Door, prepared by Hurricane Test Laboratory, Inc., Test Report No. HTL 0151-110541, dated 12/12/01, signed and sealed by Vinu J. Abraham, P. E. (Submitted under previous NOA No. 03-052708) Jaime A 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 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 structuralanalysis, complying with FBC-2007, prepared by EngCo. Inc., dated October 30, 2009 and February 05, 2010, signed and sealed by Pedro De Figueiredo, P. E. Complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami —Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS I. Notice of Acceptance No. 09-0312.03 issued to E.I. DuPont DeNemours & Co., Inc. for their. "DuPont Sentry Glass® Interlayer" dated 05/13/09, expiring on 01/14/12. 2. Notice of Acceptance No. 09-0312.02 issued to E.T. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB, Interlayer" dated 05/13/09, expiring on 12/11/10. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated October 30, 2009, signed and sealed by Pedro De Figueiredo, P. E. 2. Laboratory compliance letter for Test Reports No.'s HTL 0151— 0801— 08 and HTL 0151490549, issued by Hurricane Test Laboratory, Inc., dated February 12 and October 19, 2009, signed and sealed by Vinu J. Abraham, P. E. Jaime D. Gascon, P-.—P. Chief, Product Control Division NOA No. 08-0630.02 Expiration Date: June 26, 2013 Approval Date: March 03, 2010 E -2 I }1 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. 034527.08; 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. 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 `LOADS:' THE DESIGNED LOADS MUST BE CALCULATED BY.A`PROFESSIONAL ARCHITECT OR ENGINEER FOR EACH SPECIFIC P120JECT, THE CALCULATED DESIGNED PRESSURE MUST NOT EXCEED THE PRODUCT DESIGNED RATING PRESSURE. 5- MATERIAL, ALL ALUMINUM PARTS TO BE 6063-T6 ALLOY OR AS NOTED AND GLAZING TO BE LAMINATED IMPACT GLASS AS SPECIFIED ON THIS APPROVAL. 6- FASTENERS, ASSEMBLY SCREWS AND ANCHORS SHALL BE AS SPECIFIED IN THE CURRENT SET OF DRAWINGS. INSTALLATION AND LOADS AS PER THIS APPROVAL. ANCHOR SPACING AND LOADS MUST NOT EXCEED THE MAXIMUM LIMITS SPECIFIED BY THIS APPROVAL, 7- USE, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR, ARCHITECT OR ENGINEER OF RECORD TO VERIFY THE FOLLOWING, 7.1- THE STABILITY OF THE STRUCTURE WHERE THE PRODUCT IS TO BE ATTACHED INSURING PROPER ANCHORAGE. 7.2- THE SITE SPECIFIC PROJECT CRITERIA, SUCH AS BUT NOT LIMITED TO, LOCAL CODE REQUIREMENTS, DESIGNED PRESSURES ETC. 7.3- THAT THIS APPROVAL IS ADEQUATE TO THE SPECIFIC PROJECT. 8- 33 1/3% INCREASE IN ALLOWABLE LOADS HAVE NOT BEEN USED IN THE DESIGN OF THE ANCHORS FOR THIS PRODUCT APPROVAL, HOWEVER, WOOD SCREWS WITH 1.6 INCREASE FOR WIND LOAD DURATION HAVE BEEN USED. 9- DISSIMILAR MATERIALS, MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL, THAT COME IN CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2007 FLORIDA BUILDING CODE. DOOR ELEVATIONS WITH OPERABLE AND FIXED MODULES CONFIGURATIONS 5 OR MORE MODULES --� MODULE I --- --I MODULE I — MANUFACTURER: ME 2 MODULES S SOUTHEASTERN ManuleUw+rt al M➢+U Rav+RM Sfid'np Glasa Ooa/+ O X 1505 COMMERCE LANE, P.O. BOX 794 JUPITER, FLORIDA 33458 PHONE: (561) 746-5493 FAX: (561) 575-1826 ---I MODULE MODULE MODULE f-- PRODUCT: ATLAS PLUS SERIES 5000 ALUMINUM SLIDING GLASS DOOR O X X O O X X X X SMALL MISSILE IMPACT a, Engineering: CA 811EF /4��r 69�p7,IW.�,a,`piQ{��+1q�4�q ,p --{ MODULE MODULE MODULE 4 MODULES O X X O 3 MODULES O X X X X O 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 DODR MODULES WITH REINFORCEMENT 2 1 RATING FOR 2 DOOR MODULES WITH REINFORCEMENT 1A 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 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 No. §2609 e �r ssre YEliio ��f5+1809 DRAFTING, PI( DRAFTING & MORE MIAMI-DADE BCCO PAODUCP REVISED Date: 02/05/10 Scale: NA Design by: PPMF Drawing Number 09-220R1 SHEET 1 of 13 TABLE 1 2 DOOR MODULES W/ REINFORCEMENT 4 OR 3 DOOR MODULES W/ REINFORCEMENT SECTIONS 7 AND 6 If OR DOOR MODULES FOI IR A. THRFF I TWD 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. 0 100. 0 B C 100 90. 0 100, 0 90. 0 100. 0 B C 104 - 90. 0 97, 6 90. 0 100. 0 B C 108 83. 7 83. 7 90. 0 I 0. 0 B C 120 54. 6 54. 6 66. 2 66. 2 B C 36 80 90. 0 100.01 90. 00. 0 B .0 84 90. 0 100. 0 90. 0 100. 0 B C 96 1 90. 0 100. 0 U lUU. U B C 100 90, 0 97. 0 1 . B C 104 82, 6 82. 6 90, 0 t00. 0 B C 108 1 70. 7 70. 7 8 85. 7 B C 120 1 46. 0 46. 0 55. 8 55. 8 B C 42 80 90. 0' 100.0 90. 0 100.0 B C 84 90. 0 100: 0 90. 0 100. 0 B C 96 90. 0 98. 7 90, 0 100, 0 1 B C 100 84. 7 84. 7 90, 0 100. 0 B C 104 72. 0 72. 0 8 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, a 100.0. 90. 0 100. 0 B C 84 90. 0 100. 0 90. 0 100. 0 B C 88 90. 0 98. 2 90. 0 100. 0 B C 92. 90. 0 93. 9 90, 0 100. 0 B C 96 90, 0 90. 0 90. 0 100, 0 B C 100 70.0 73. 81 70.0 91.9 1 C 104 64.3 64.3 70.0 78.0 C 105 60, 6 60, 6 70. 0 73. 4 C 52 80 90, 0 99. 7 90. 0 100. 0 B C 84 90. 0 94, 9 90. 0 100. 0 B C 88 90. 0 90 6 C 97.5 70.0 79.2 u 96. u C 6 BO 1 70.0 86.4 98. 3 C 82 70.0 84.3 C 84 1 70.0 82.3 C NOTE, MODULE WIDTH IN INCHES FRAME HEIGHT IN INCHES PRESSURE RATING IN PSF 2' THRESHOLD LIMITED TO +50 PSF EXAMPLE -TABLES 1 AND 2 192X96 ❑X-XO - 4 MODULES MODULE WIDTH= 192/4= 48' // FRAME HEIGHT= 96' DESIGNED PRESSURE +90, -90 PSF W/ REINF. DESIGNED PRESSURE +70, -70 PSF W/DUT REINF. EXAMPLE -TABLES 1 AND 2 96X96 OX - 2 MODULES MODULE WIDTH= 96/2= 48' // FRAME HEIGHT= 96' DESIGNED PRESSURE +90, .-100 PSF W/ REINF. DESIGNED PRESSURE +70, -70 PSF W/OUT REINF. EXAMPLE.TABLES lA 28BX96 OXX-XXO - 6 MODULES MODULE WI➢TH= 288/6= 49' // FRAME HEIGHT= 96' DESIGNED RATING= t70 PSF W/ REINF. TYPICAL ELEVATION AND DESIGNED PRESSURES DW - DOOR WIDTH MODULE MODULE MODULE MODULE MODULE MODULE WIDTH WIDTH WIDTH WIDTH WIDTH WIDTH T am 1 1 3 0 4 X 5 X 4' XUj 4 _ / l 7 n _I 2 � W/Q Z �• 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. I B C 104 75.9 75.9 B C 108 65.1 65.1 B C 120 42.5 42.5 B C 36 80 90, 0 100. 0 B C 84 90. 0 1 00.0 B C 96 86.2 86,2 B C 100 75. 4 75. 4 B C 104 64.2 64.2 B C 108 55.0 55,0 B C 120 35.6 35.8 B C 42 80 90.0 96.0 B C 84 1 90. 0 9 L. 4 B C 96 76. 8 76. 8 B C 100 65.9 65.9 B C 104 56.0 56.0 B C 108 47. 9 47. 9 B C 48 80 84.0 84.0 B C 84 80.0 80.0 B C 88 76.4 76.4 92 73.0 73.0 B C 96 70. 0 70. 0 B C 54 80 74. 7 74. 7 B C 85 70. 3 1 70. 31 B C NOTE- MODULE WIDTH IN INCHES FRAME HEIGHT IN INCHES PRESSURE RATING IN PSF 2' THRESHOLD LIMITE➢ TO +50 PSF 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 1 B C 84 70.0 70.0 1 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 55r 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 1 56. 0 B C 110 44.9 44.9 B C 48 B0. 70.0 70.0 B C 4 70.0 70. B C Be 70.0 70.0 B C 92 70. 0 70.0 B C 96 70. 0 70. 0 B C 54 1 80 70. 0 70. 0 B C BS 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: - SOUTHEASTERN Wan Ne W rers oI bnpaM Feale�eM S9Nrq Ghaa Poon 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: +.EngC�� Jnr CA8116 �ppirNr 6971 WA>InrIiHBt - No. �Ct609 *= a 1*: DRAFTING: PK ORAFrING & MORE MIAMI-DADE BCCO: UOOD cTREVISED Nine with We Florida Date: 02/05/10 Scale: NA Design by: PPMF Drawing Number 09-220R1 SHEET '2of13 TYPICAL SECTION DETAILS MANUFACTURER: S®E SEE SHEET 7 FOR HEADER ANCHORING DETAILS MAXIMUM SOUTHEASTERN 61onWodurers olMpatl ResiveM S6Nq GlesvLUv9 I/4' SHIM PART 7 WITH 1.75X1.25X.5 W3 DUST PLUG AT EACH ENDS WAS 1505 COMMERCE LANE, P.O. O 2, 2A, 2B OR 2C ATTACHED TO PART #6 WITH INSIDE BOX794 1 I #10xl-1/2' SS FH SPACED 3' JUPITER, FLORIDA 33458 I FROM EACH ENDS AND 16' 6 PHONE: (561)746-5493 II II W3 MAXIMUM ON CENTER, HEADER 'I I' FAX:(561)575.1826 S 5 W5 PRODUCT: OPTIONAL IL ji 11 9 11 13 ATLAS PLUS SC�JI 13 SERIES 5000 ALUMINUM REEN J SLIDING GLASS DOOR SMALL MISSILE IMPACT 1 OUTSIDE INSIDE F o LOCK WS Engineering: W Rs------ +Eng(go JEtr. j II ICI 'I� CA 8116 w_ J MEETING STILE I Bt „4 per' a B B,�-j Ill lil it W/OUT 6971 W. ]a ------� L� ____===—J�I L---------� ----- REINFORCEMENT Plant O3, 3A, 313 OR 3C OUTSIDE OPTIONAL 2 1 SCREEN DOOR N 52609 SILL n(1(� ` • 7 .. Iu" I LIMITED TO - 0 �O : 7•C� 1 �i LIMITED TO .50 PSF01a••_4Q� II II o '�A6u ot�d j111 10 i o TSF7lsOy/TTsi #10X1/2' FH SS x 6' FROM END ➢RAFTING. AND 24 Ec w3 PK DRAFTING & MORE INSIDE 4 SEE SHEET 6 FOR SILL W4 W4 ANCHORING DETAILS W2 MIAMI-DADE.BCCO: w < N �� WI 11 PRODUCT' ItEV1SFiD MAXIMUM11,3 3 oW 9 11 13 W1 13 es complying wish ft Florida 1/4' SHIM a w3 OUTSIDE Buildin�Noo e ur W2 � Accep0ZLOCK 11 INSIDE � ONAL 12 ExPBY yr u Miaral w wZ 1, 1A, 1B OR 1C -- ----- Division a 4 F-------_tiZ sl 71 --- III li'lf o�9 OUTSIDE #10-16x1' PHSMS I L--------J�----- a SPACED AT l6' OC `fir Date: 02/05MO MAXIMUM Scale: NA �^ Z1/4' SHIM � OPTIONALDesi n b PPMF SCREEN DOOR 9 y:OPTIONAL l2w¢ JAMB LOCK STILE INTERLOCKSTILE Drawing Number IA, LB OR 1C 3A FIXED MODULE REINFORCEMENT JAMB09-22OR1 JAMB LOCK STILE OPERABLE MODULE SHEET 3of13 TYPICAL SECTION DETAILS 20 4INSIDE.PART 7 WITH 1. 75X1, 25X. 5 DUST PLUG AT EACH ENDS WAS ATTACHED TO PART #6 WITH 13 4 #IOxFROM2EACHENDSPANDDI6' INSIDE206MAXIMUM ON CENTER. I1 13 I 4 W5 —` 20 it rG�i --- II 11.,E I_ ----_- L- --- #10-16x1' PHSMS ---__= iL ] (�q� li�lil r (M-I I �II _ .a L� __--== J I L------ ==2J �----- _t,_----- SPACED AT 16'OC DPTIONAL SCREEN DOOR OUTSIDE OPTIONAL SCREEN DOOR O O INTERLOCK STILE W1 REINFORCEMENT MEETING STILE W/ REINFORCEMENT 1/4' JtI1M 3A 7O JAMB LOCK STILE INTERLOCK STILE OPERABLE MODULE W/ REINFORCEMENT 13 LOCKING STILE OUTSIDE INSIDE GLAZING DETAILS MANUFACTURER: S MM 1/4' HS GLASS SOUTHEASTERN rE, I, DUPONT INTERLAYER: 0, 060 BUTACITE PVB OR Me Wa Gnn o/Ynpetl Re be tSBC gGb Duds 0. 035' SENTRYGLAS PLUS IONOPLAST 1505 COMMERCE LANE, P.O. HS GLASS BOX794 ,/--1/4' w JUPITER, FLORIDA 33458 9/16' LAMINATED IMPACT GLASS y o PHONE: (561) 746-5493 z FAX: (561) 575-1826 13 O PRODUCT: z¢�e ATLAS PLUS f�M SERIES 5000 ALUMINUM SAME GLAZING DETAIL 13 SLIDING GLASS DOOR ]LU g APPLICABLE AT THIS SMALL MISSILE IMPACT z SECTION — Engineedng: ErtgTo CA 8116 _ 6971 W. Sunrise Blvd. 104 MIN GLAS BITE 3/4' TYPE B GLASSt 9/16' LAMINATED HS WITH 0. 06' E.I. DUPONT BUTACITE PVB INTERLAYER TYPE C GLASS- 9/16'- LAMINATED HS WITH 0.035' E.I. DUPONT SENTRYGLAS PLUS IONOPLAST INTERLAYER (11) GLAZING ADAPTOR SLID IN PLACE AND SECURED WITH #10XI 1/2 SS FH LOCATED 1' FROM EACH END AND SPACED NO MORE THAN 24'OC CORNERS TO BE SEALED WITH CRL SILICONE, (13) GLAZING GASKET 1/4' HS GLASS E. I. DUPONT INTERLAYER: 0,060' BUTACITE PVB ❑R 0,035' SENTRYGLAS PLUS IONOPLAST 1/4' HS GLASS LAMINATED IMPACT GLASS INTERLOCK MEETING STILE OUTSIDE 13 13 OUTSIDE ;:Ibl INSIDE INSIDE SAME GLAZING DETAIL APPLICABLE AT THESE SECTIONS . * PK DRAFTING & MORE MIAMI-DAOE BCCO: RODUCT r.EV:SED -melvinz milli the FIG[ida Date: 02/05/10 Scale: NA Design by: PPMF Drawing Number 09-220R1 SHEET 4 of 13 0 FRAMING ANCHORAGE DETAILS ' 'w •''` MAXIMUM �• •' :'.,�:.. 1/4' SHIM 'IR u a',. •... ;'.'. ,..(U JAMB TRACK ANCHORED TO W .N. ••... CONCRETE TO MASONRY a 21 TYPICAL SHEAR CLIP AT EACH ANCHOR LOCATION ANCHOR TYPE A OR B' 1/4' TAPCONS BY ITW BUIL➢EX G of o 0 SPACED AT 16'OC + - • 1, 1A, 1B OR 1C \\JJ O W �; •` ' TYPICAL PERIMETER SEALANT VULKEM 116 POLYURETHANE STRUCTURAL 2X BUCK TO BE DESIGNED BY OTHERS MAXIMUM 1/4' SHIM JAMB TRACK ANCHORED TO WOOD 21 TYPICAL SHEAR CLIP AT EACH ANCHOR LOCATION r ANCHOR TYPE C 1/4' TAPCONS BY ITW BUIL➢EX SPACED AT 16'OC 0 �1, lA, 1B DR 1C TYPICAL PERIMETER SEALANT VULKEM 116 POLYURETHANE 2 TRACK m 21 Li I 1AM mmg�- -au W W O H 21 d uwo IJ ¢fo OUTSIDE N C W� w METAL STRUCTURE 1/8' MIN. THICKNESS TRACK OPTIONS v Tvory MAXIMUM JAMB IKA(:K 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 IC C UU 1 SIUt MANUFACTURER: - SOUTHEASTERN Mandnl rs0lMpaq Reskfant Son Goss Oaaa 1505 COMMERCE LANE, P.O. BOX 794 JUPITER, FLORIDA33458 PHONE: (561) 746.5493 FAX: (561) 575-1826 PRODUCT: ATLAS PLUS SERIES 5000 ALUMINUM SLIDING GLASS DOOR SMALL MISSILE IMPACT Engineering: CA S116 J6�9471 W.' Sug..pCjp,.8�. 1/0F4 Plant( ENSCN • ['U � •• �E`Do DRAFTING: PK DRAFTING & MORE MIAMI-DADE BCCO: PRODUCT REVISED a complying with the Florida Date: 02/05/10 Scale: NA Design by: PPMF Drawing Number .09-220R1 SHEET 5of13 STAGGERED AT 2 TRACK 3 TRACK OPTIONS 3' FROM EA OTHER SEE ILLUSTRATION [IN SHEET 7 THRESHOLD LIMITATION -TZr(SEE SHEET 6 OF 13) N m OUTSIDE � OUTSIDE E. D. 1 E. ➢. E. D. I C 3 MANUFACTURER: FRAMING ANCHORAGE DETAILS S 3A SOUTHEASTERN MenWncNmreNNWtlResi¢bM Sbing Goss Omrs ANCHOR TYPE A 1505 COMMERCE LANE, P.O. 1/4' TAPCONS BY ITW BUILDEX BOX 794 SPACED AS PER TABLE 3 FOR 2 TRACK AND JUPITER, FLORIDA 33458 3 TRACK /u SPACED AS PER TABLE 4 FOR 3, 4 OR 5 TRACK PHONE: (561) 746-5493 r FAX: (561) 575-1826 PRODUCT: 3, 3A, _3B OR 3C ATLAS PLUS E. D. SEE ILLUSTRATION 'Z' & NOTES ILLUSTRATION'Z' & NOTES OVERHANG MUST BE GREATER OR EQUAL TO THRESHOLD MAXIMUM PRESSURES (PSF) FLOOR TO CEILING DIM. TYPE CASE I CASE 23-1/4' +90 +90 e' +90 1 +50 1� ~ LO T_ CASE 1- DOORS W/ OVERHANG AS PER ILLUSTRATION 'Z' El . ae = [OVERHANG CASE 2- DOORS WITHOUT OVERHANG oU o w NOTES- = I- THE ABOVE POSITIVE PRESSURES ARE THE MAXIMUM FOR 3-1/4' OR 2' THRESHOLD. 2- USE THE LESSER OF THE ABOVE POSITIVE PRESSURE AND THE POSITIVE PRESSURES FROM TABLES 1, IA OR 2 SILL TRACK SERIES 5000 ALUMINUM SLIDING GLASS DOOR ANCHORED TO CONCRETE SMALL MISSILE IMPACT I� 21 21 Engineering: Jrtr. TIngTaCA 8116 6s71RF±�U.........F _ 3 /gF :•. SILL TRACK TO BE SET ON BEAD OF POLYURETHANE SEALANT (VULKEM 116) E, �p� O • •�' ,' ORKBASE HIGH QUALITY NON -SHRINK ` a 609 OF No 5 z.so EDGE 3. 00 DISTANCE 'SHEAR CLIP PART #21 ARE NOT CA F E A ••' QZafi REQUIRED WHEN TRACK IS SET =�0�.L',•,•E1�0R�,J ON NON -SHRINK 3 KSI GROUT to ANCHOR ANCHOR TYPE C 1/4' TAPCONS BY ITW BUILDEX DRAFTING! ' SPACED AS PER TABLE 3 FOR 2 TRACK AND PK DRAFTING & MORE SPACED AS PER TABLE 4 FOR 3, A OR 5 TRACK MIAMI-DADE BCCO: 3, 3A, 3B OR 3C SEE ILLUSTRATION 2' & NOTES PILODOCf REVISED as complying wilh the Florida SILL TRACK ANCHORED TO WOOD Buimm&Coda Ac30.02 ceptaaco No n ku I3 , • 21 •--1 - r 21 BYa�o ,.�. o,..A., r V-1 Date: 02/05/10 SILL TRACK TO BE SET ON BEAD Scale; NA OF POLYURETHANE SEALANT Design by: PPMF (VULKEM 116) WDDD MIN. (G>=.55) 1. 00 �- Drawing 3. 00 -�- STRUCTURE BY OTHERS g 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 HEADERTRACK ANCHORED TO WOOD 3 DOOR FRAMING L STRUCTURAL 2X BUCK TO BE DESIGNED BY OTHERS TYPICAL PERIMETER SEALANT VULKEM MAXIMUM 116 POLYURETHANE 1/4' SHIM 2, 2A, 2B OR 2C ANCHOR TYPE A 1/4' TAPCONS BY ITW BUILDEX SPACED AS PER TABLE 3 FOR 2 TRACK AND HEADER TRACK SPACED AS PER TABLE 4 FOR 3, 4 OR 5 TRACK ANCHOREDTO CONCRETE 2. EDGE EDGE DISTANCE ':'DISTANCE.' TYPICAL PERIMETER SEALANT VULKEM---"MAXIMUM 116 POLYURETHANE 1/4' SHIM --2, 2A, 2H 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 TYPICAL PERIMETER METAL STRUCTURE SEALANT VULKEM 3.00 1/8' MIN. THICKNESS 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 a .24 TRACK (RACK MANUFACTURER: S®E EW LAY-OUTANCHAPPLICABLE RAGE TOP I ONLY SOUTHEASTERN FOR TWO TRACK SYSTEM M+^�c��^•+ac^aa a.eaem scm�a cram moe 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: KngTa Jrnr. CA 8116 6971 W. Sunrise Blvd. 104 le Ep/� - N oGEN 09RF�o c N �c FEB ` a cr �o�oFFs f., i t� DRAFT I NZiiiiiiNll PK BRAF7IHO & MORE MIAMI-DADE BCCO: PRODUCT REVISED w complying with the Florida BYildin6 Cod 0. Acceptance N z �o��0fJ Date: 02/05/10 Scale: NA Design by: PPMF Drawing Number 09-22OR1 SHEET 7of13 FRAMING ANCHORAGE RATING AND SCHEDULE TABLE 3 - (2 TRACK FRAMING) ANCHORAGE CAPACITY IN PSF FUNCTION OF ANCHOR TYPE AND NUMBER OF CLUSTERS ANCHOR TYPE A C D MODULE WIDTH FRAME HEIGHT1 1 2 3 30 80 86. 6 100. 0 100. 0 55r 0 100. 0 100. 0 100.0 100. 0 84 82.5 100.0 1 100.0 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.-6- '0 0 69. 3 100, 0 100. 0 44. 0 8, 9 100. 0 100. 0 100,0 104 6.6 97.6 97.6 42.3 84.6 .6 97. 97. 108' 64. 2 83, 7 83, 7 40. 7 81. 4 83. 7 83.7 83. 7 120 54.6 54.6 54.6 36.6 54.6 54.6 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 87.2 100.0 100.0 100.0 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 .100. 0 108 53. 5 85, 71 85, 7 33. 9 67. 9 85. 7 83. 0 85.7 120 48. 1 55, 81 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. 4 744 8 100. 01 91.4 1 100. 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 1 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, 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 54.2 300.0 100.0. 34. 4 6 B.7 CO0.0 84.0 100.0 84 51.6 100.01 100. 0 32, 7 65. 4 98. 1 80.0 100. 0 88 49. 2 98. 5 100. 0 31. 2 62, 5 93, 7 76. 4 100, 0 92 47, 1 94. 2 100. 0 29. 9 59. 7 89. 6 73.0 100. 0 96 45. 1 90.3 1 00.0 28.6 57.3 85. 91 70.0 1 100.0 100 43.3 86.6 91.9 27.5 .55.0 82.41 67.2 1 91.9 104 41.7 78. 0 78.0 26.4 52.8 78.0 64.6 78.0 105 41. 1 73.4 73.4 26.0 52. 1 73.4 63.7 73.4 52 80 50. 0 100. 0 100, 0 31. 7 63. 4 95. 1 77.5 100, 0 84 47.6 95.2 100.0 30.2 60.4 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 1 82.0 96.0 26.0 52.0 78.0 63.6 96.0 60 L 80 143.3 1 86, 6 98. 3 27.5 55. 0 82. 4 67. 2 98. 3 82 142, 3 84, 5 97. 3 26, 8 53, 6 80. 4 65.6 97. 3 84 4l. 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= ± 45.1 PSF WITH 2 CLUSTER - MAXIMUM PRESSURE PD= ± 90.3 PSF WITH 3 CLUSTER - MAXIMUM PRESSURE PD= ±100.0 PSF _ NUMBER OF CLUSTERS (n) ID ANCHORS ANCHORS 6 24' OC 24 T MAX. AT MAX. I --- I 1 I I I I I I I I I TRACK - 5 I - OPTION I I 4 I I I 0 I I I I I I ------ I I (2 I---- MANUFACTURER: BID SOUTHEASTERN Maw quraraMMpq R�s4Hnl Slgrp WaOaar 1505 COMMERCE LANE, P.O. BOX 794 JUPITER, FLORIDA 33458 PHONE: (561)746-5493 FAX: (561) 575-1826 PRODUCT. ANCHORS ANCHORS AT MAX, AT MAX. 24' OC 24' OC ATLAS PLUS SERIES 5000 ALUMINUM SLIDING GLASS DOOR SMALL MISSILE IMPACT q i f---p---�- - - - - - - - - TRACK Engineering: ,r , III TRACK I OPTION I CA 8118 6971 W. Sunrise Blvd. 104 f OPTION i i } �o Plantation, FI PIZ,_ ENGCO Qo Cat FIG& -cENS, s I ;�Q��', I I I I~i I 7 I .FE 2010 MEW. i WREW.. I 7It� _�A En TeF5A1` I I I I -- S s2ses•• \� � - I DRAFTINGrrr l i i i PK ORAFRNG L MORE MIAMI-DADE BCCO: TRACK -^� 6 OPTION RODUCI'RIiVISED� TYPICAL PAIR OF ANCHOR CLUSTERED IN 1, 2 OR 3 SETS SPACED'AT 6'OC SEE TABLE 3 FOR CAPACITY ANCHOR TYPES, DISTANCEECEED,: 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 1/2' NOTES- 1- MINIMUM EMBEDMENT ARE BEYOND WALL DRESSING. 2- TAPCONS WITH FLAT, HEX AND/OR PAN HEADS CAN BE USED, 3- METAL STRUCTURES ARE ASTM A36 STEEL OR 6063-T6 ALUMINUM 4- ANCHOR TYPE D MUST HAVE A MINIMUM 3 THREADS EMBEDMENT Date: 02/05/10 Scale: NA Design by: PPMF Drawing Number 09-220R1 SHEET 8of13 FRAMING ANCHORAGE SELECTION TABLE 4 - (3,4 OR 5 TRACK FRAMING) ANCHORAGE CAPACITY IN PSF FUNCTION OF ANCHOR TYPE AND NUMBER OF CLUSTERS ANCHOR TYPE A C MODULE FRAME D DTH HEIG T 1 3 1 2 3 ] 30 80 86.6 100.0 100.0 55.0 100.0 100.0 100.0 2 100.0 84 82.5 100.0 100.0 52.3 I00.0 100.0 100.0 100.0 96 72.2 100. 0 100, 0 45, 8 91.6 100. 0 100, 0 100. 0 100 69.3 100.0 100.0 44.0 87.9 100.0 100.0 100.0 104 66. 6 97.6 97.6 42. 3 84.6 97, 6 9 97. 6 106 64.2 83.7 83. 7 83. 7 36 180 72. 2 100.0 100, 0 45. 8 91.6 1 100. 0 100, 0 100. 0 84 68. 8 100. 0 100.0 43. 6 87, 2 100. 0 I IOU. 0 1100. 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 86.2 100.0 10885. 7 83. 180 42 681.9 100.0 110.0 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 0 104 47.6 87.3 87.3 30.2 60.4 87.3 73.8 .100, 87.3 108 45, 8 74. 7 74. 7 29. 1 58.2 7 48 180 .74, 54, 2 100. 0 100. 0 34. 4 68. 7 I00, 0 84. 0 00. 0 84 . 51, 6 100. 0 IOU. 0 32. 7 65,4 98. 1 80. 0 100. 0 88 49.2 98.5 100.0 31.2 62.5 93.7 76.4 100.0 92 47. 1 94.2 100.0 29.9 59.7 89.6 73. 0 100.0 96 45, 1 90. 3 100. 0 28. 6 57. 3 85. 9 100. 0 100 43. 3 86.6 91.9 27.5 55, 0 82.4 67. 2 91' 9 104 41. 7 78. 0 78. 0 26. 4 52.8 78, 0 64, 6 78. 0 52 105 41. 1 73' 4 73. 4 26.0 52. 1 73. 73. 4 80 50.0 100.0 100.0 31.7 63.4 95. I 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 26.8 57.770.5 100.0 5 60 80 43. 86. 6 98. 3 27. 55. 0 82, 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 & SILL ANCHOR TYPE A: WITH 1 CLUSTER - MAXIMUM PRESSURE PD= ±45.1 PSF WITH 2 CLUSTER - MAXIMUM PRESSURE PD= ±90.3 PSF WITH 3 CLUSTER - MAXIMUM PRESSURE PD= ±100 PSF NUMBER OF CLUSTERS (n) ANCHORS 6 AT, MAX. 24'OC `° r fail o o IIII �TRACKM OP TION piX I I � I I I �¢ I oW I I ¢¢ I I I I I TRACK OPTION ANCHORS ANCHORS AT MAX. AT MAX. 24'OC 24'OC TYPICAL PAIR OF ANCHOR CLUSTERED IN 1,.2 OR 3 SETS SPACED AT 6'OC SEE TABLE 4 FOR CAPACITY 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 ANCHORS AT MAX. 24'OC TRACK OPTION a I -- 5 I I 4 I I 7 I .WFEW. I. I I I I I I I J TRACK OPTION MANUFACTURER: SSE SOUTHEASTERN ManWeW,o,y o/6npeu R�a[Vanl S4�p G6v pour 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: ExtgTo Jrtr CA 8116 6971 W. Sunrlse Blvd. 104 9`�fEggdcppg�g��r€�i'o�010:� � ��• DRAFTING PK DRAFflKG & MORE MIAMI-DADE BCCO: ODUC7 REVISED wmplying with the Florida ilding Code reptance Na Q 6� �� -' portion Date QQ/ emi ade - Aion Date: 02/05/10 Scale: NA Design by: PPMF Drawing Number 09-220R1 SHEET 9of13 DOOR FRAMING MANUFACTURER: MINIMUM S 2-1/2' 1. 13 j511. - 4.52 - GV�YtiE N 0. 63 SOUTHEASTERN 0 +F1., 50 L 50+ L. 53 -t 1. 50d� � 1505 COMMERCE LANE, P.O. BOX 794 . 1/4' .: JUPITER, FLORIDA33458 21-JAMB SHEAR CLIP DIAM 0 08 PHONE: (561) 746-5493 HOLE FAX: 561 575-1826 0. 25 ALUMINUM 6063-T6 � .( ) 1� 2- TWO TRACK HEADER 2A- THREE TRACK HEADER 0. OB N Cu PRODUCT: ALLOY:6063-T6 ALLOY.,6063-T6 o a ATLAS PLUS 1. 13 6 SERIES 5000 ALUMINUM - 0, 63 SLIDING GLASS DOOR ` 1 6. 04 7, 57 -1- SMALL MISSILE IMPACT t7 f. 50 1. 53 I, 53 1. 50 1.50 1. 53 1. 53 1. 53 1. 50 7 m m 0.08 0 Engineering: N _L +Eng(90 Jnr. 1. 28 1. 28 1, 2B 1. 28 N 1. 28 1. 28 1. 28 1. 28 IF 1. 29 a .. CA 8116 Co 6971 W. Sunrise Blvd. 104 0.25 0. l0 0. 25 0. 10 o N m 1A- THREE TRACK JAMB Pla' tatI9jvR!898M$ ALLOY: 6063-T6 ENA� 2B-FOUR TRACK HEADER 2C-FIVE TRACK HEADER o- ALLOY: 6063-T6 ALLOY: 6063-TG �._ O I 5. 20 - 4. 70 rNO N r 140 1. 40 --�r Nl I■ m j 6 3- 3-1/4" TWO TRACK SILL ALLOY: 6063-T6 • 2" THRESHOLD LIMITED TO +50 PSF 3B- 3-1/4' FOUR TRACK SILL ALLOY: 606346 2" THRESHOLD LIMITED TO +50 PSF 4 : O T No. "�I I 1- TWO TRACK JAMB ALLOY:6063-T6 1.13 ,p FED 2010. 3A- 3-1/4' THREE TRACK SILL ALLOY: 6063-T6 2' THRESHOLD LIMITED TO +50 PSF 3C- 3-1/4" FIVE TRACK SILL ALLOY: 6063-T6 2" THRESHOLD LIMITED TO+50 PSF 1. 13 0. 63 N N 0. 0810 m 0 C5 N b Q 1 B- FOUR TRACK JAMB ALLOY: 6063-T6 ram_ p� =.Fs �, ; m N a ➢RAFT ICA m1,1 !!!LI PK DRAFTING a MORE MIAMI-DADE BCCO: 0.08 N m RODUCPREVISED complying with the Florida ` m CO wilding Code' ceepun« f o o 11O j °'?�Eur3 W Date: 02/05/10 Scale: NA -T Design by: PPMF O N o _ L Drawing Number 09-220R1 1C-FIVE TRACK JAMB ._SHEET ALLOY: 6063-T6F10of13 0. DOOR PANEL COMPONENTS & BILLOF MATERIALS BILL OF MATERIALS 0. 88 0, 90 CU N 1.72 N P n Wo m n (�U N 1. 02 ^ d� 3 0 �o Ei •y N _[- 1.90 I Lj I- -- 3. 50 5-DOOR TOP RAIL 4-ATLAS INTERLOCK ALLOY:6063-T6 ALLOY: 6063-T6 ONLY ON OPERABLE PANELS 2. 50 0. 08 0. 5a 1.72 1. 72 01 OB 0. 88 0. 90 N 0l Ioo 9- DOOR END RAIL T_ 0. 10 ALLOY: 6063-T6 �-- 3. 50 8- DOOR BOTTOM RAIL ALLOY: 6063-T6 I 1.63 o C3 0.93 0. 10 o 12-OPTIONAL FRAME m 0. 08 m n SNAP COVER o N o Ei ALLOY:6063-T6 5 13- GLAZING GASKET o EXTRUDED PVC 75 DUROMETER 11- GLAZING ADAPTER RARME GASKET PARTB 992 ALLOY:6063-T5 MADE BY TEAM PLASTICS. INC. # DESCRIPTION MATERIAL SUPPLIER 1 TWO TRACK JAMB ALUMINUM 6063-T6 SOUTHEASTERN DOOR COMPANY lA THREE TRACK JAMB ALUMINUM 6063-T6 SOUTHEASTERN DOOR COMPANY 1B FOUR TRACK JAMB ALUMINUM 6063-T6 SOUTHEASTERN DOOR COMPANY 1C FIVE TRACK JAMB ALUMINUM 6063-T6 SOUTHEASTERN DOOR COMPANY 2 TWO TRACK HEADER ALUMINUM.6063-T6 SOUTHEASTERN DOOR COMPANY 2A THREE TRACK HEADER ALUMINUM 6063-T6 SOUTHEASTERN DOOR COMPANY 2B FOUR TRACK HEADER ALUMINUM 6063-T6 SOUTHEASTERN DOOR COMPANY 2C FIVE TRACK HEADER ALUMINUM 6063-T6 SOUTHEASTERN DOOR COMPANY 3 TWO TRACK SILL ALUMINUM 6063-T6 SOUTHEASTERN DOOR COMPANY 3A THREE TRACK SILL ALUMINUM 6063-T6 SOUTHEASTERN DOOR COMPANY 3B FOUR TRACK"SILL ALUMINUM 6063-T6 SOUTHEASTERN DOOR COMPANY 3C FIVE TRACK SILL ALUMINUM 6063-T6 SOUTHEASTERN DOOR COMPANY 4 ATLAS INTERLOCK ALUMINUM 6063-T6 SOUTHEASTERN DOOR COMPANY 5 DOOR TOP RAIL ALUMINUM 6063-T6 SOUTHEASTERN DOOR COMPANY 6 ATLAS END RAIL ALUMINUM 6063-TG SOUTHEASTERN DOOR COMPANY 7 ATLAS DOOR ASTRAGAL ALUMINUM 6063-TG 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' ➢IAM. ROLLER TANDEM ROLLER AMESBURY 17A 1 11/16' DIAM, ROLLER SINGLE ROLLER AMESBURY 16 #2815-84 MULTI -POI T 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 ISOUTHEASTERN DOOR COMPANY 22 SEALANT VULKEN 116 POLYURETHANE I TREMCD 2. 50 0. 71 1. 67 1. 24 o o 0. 10 (Lj 0. 08 o T N Ci 1.28 0. zs o 1. 81 0.20 6-ATLAS END RAIL 7-ATLAS DOOR ASTRAGAL 20-ATLAS INTERLOCK ALLOY: 6063-T6 ALLOY: 6063-T6 REINFORCEMENT - 6063-T6 WEATHER STRIPPING OPERABLE PANELS W1 INTERLOCK STILE LTRA AB 3120 SINGLE FIN 3/8' PILE H IGH 2 VRTER LO 3 x 8 AM PLASTICS H VINYL A 1 99- I A A W4 BOTTOM RAIL I ULTRAFAB W31255 SINGLE FIN 1/2' PILE HEIGHT W5 ASTRAGAL I ULTRAFAB W31155BNG SINGLE FIN 3/8' PILE HEIGHT FIXED PANELS W6 INTERLOCK STILE ULTRAFAB W3426BNG SINGLE FIN 3/8' PILE HEIGHT W2 INTERLOCK STILF I 0.638xO.382 TEAM PLASTICS BULB VINYL PART 191 W3 I TOP RAIL ULTRAFAB W31175 SINGLE FIN 3/8' PILE HEIGHT W4 I BOTTOM RAIL ULTRAFAB W31255 SINGLE FIN 1/ - PILE HEIGHT FRAME W3 JAMBI ULTRAFAB W31175 SINGLE FIN 3/8' PILE HEIG T W7 ISILL Mr. VEEP HOIE ORCO 1/2 WEEP DRAIN PAN PLUG PART# 9080-2 1 CLUSTER OF MINIMUM FOUR 1/4' DIAM WEEP HOLES AT EA DRAIN PAN 1/8xl' ❑PENING FACTORY APPLIED DRAIN PAN LOCATED AT CENTERLINE OF EACH PANEL SEE SHEET 2 OF 13 MANUFACTURER: S f. SOUTHEASTERN Menulas(um�s o/ M➢ea Rasis,eN SRbiq G.Sss Ooara 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: +.ErtgTia Jrtr CA 8116 6971 W. $VNl'.ta.91yr1104 it ; I DRAFTING, PK DRAFTING & MORE MIAMI-DADE BCCO: Date: 02 O5110 Scale: NA Design by: PPMF Drawing Number 09-220R1 SHEET 11 of 13 DOOR HARDWARE 18- DEADLOCK 1 MULTIPOINT MORTISE LOCK PER LOCK MEETING STILE HARDWARE SUPPLIER. AMESBURY PART Week -ea 19 - STRIKE PLATE ATTACHED TO THE DOOR WITH (2) e6% 1/4' SS FLAT HEAD SCREWS. - l KEEPER PER MEETING STILE OR JAMB 10. 137 HARDWARE SUPPLIER. AMESBURY PART e2470-84 WWW ATTACHED AT JAMB OR ASTRAGAL RAIL 0 O O O O o Lr) USING FOUR W/ W10-I6X 1-1/2'PHSMS. 10, 130 56 2, 5 5. 662Lit O 0 OO � O 11 11 O O O 0 a 0. 13 1. 969 75 3. -37 o of IL1 4�O� U ) 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 W1966-7000-12 PART 1i1966-7501.-14 ADJUSTABLE 4 11/16' DIAMETER NYLON ROLLER ADJUSTABLE 1 I1'/16' DIAMETER NYLON ROLLER ASSEMBLY WITH ALUMINUM HOUSING ATTACHED TO ASSEMBLY WITH ALUMINUM HOUSING ATTACHED TO THE BOTTOM RAIL USING ONE I/4'X1 SS ROD. THE. BOTTOM RAIL USING ONE 1/4'X1 SS ROD. DOOR HARDWARE TYPICAL LOCATIONS 1 1 3 O 4 X 5 X a X 4 7 LOCK 7 7 W/RErF. W/FEPF WIREf.F 6 WlR... �� .. / C4 2 2 L17A 17A- I-L7 17� 17 ' 17� 17 17-1 1-17 MANUFACTURER: S®E SOUTHEASTERN wemsou�. daeA,a ResklW seax.c cmn t>va. 1505 COMMERCE LANE, P.O. BOX 794 JUPITER, FLORIDA 33458 PHONE: (561) 746-6493 FAX: (561) 675-1826 ATLAS PLUS SERIES 5000 ALUMINUM SLIDING GLASS DOOR SMALL MISSILE IMPACT Engineering: �EngTo nr CA 8116 6971 W. Sunrise Blvd. 104 j FE8rAO�Ej1)i21014 r _ !!! DRAFT I NG1 PK DRAMNG & MORE MIAMI-DADE BCCO: RODUCr REVISED t complying with We Flodda- ailding Code - - ,oeeptatteeNo�B'-7 �\ xpaetion Date 70 j K Date: 02/05110 Scale: NA Design by: PPMF Drawing Number 09-220R1 .SHEET 12 of 13 0. 25 DOOR CORNER ASSEMBLY L_ --I 1 00 �-- ALL DOOR PANEL JOINTS TO BE SEALED BY USING A BEAD OF SEALANT IVERTICAL STILES TOP RAIL — — — #1 PER CORNER) #14X1' SSPH SMS TOP RAIL SQUARE CUT N N vi r] APPLICABLE ONLY FOR REINFORCED DOORS 1/4—IX5-1/4' 6063—T6 ALUMINUM STRESS BAR LOCATED BETWEEN THE INTERLOCK VERTICAL STILES AND TOP AND BOTTOM RAILS CORNERS VERTICAL STILE TOP ENDS ARE NOTCHED TO RECEIVE BOTTOM RAIL RIBS AND SECURED BY (2) #14XI SS (1 PER CORNER) #14XISSPH 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 (I) #14X1 SS INTO ROLLER L n u n J BOTTOM RAIL STRESS BAR nn� BOTTOM RAIL SQUARE CUT CUT OTTOM RAIL SEALANTS FRAMING CORNER ASSEMBLY FRONT VIEW SECTION VIEW FIFFLHEADER SQUARE CUT JAMB NOTCHED TO RECEIVE HEADER RIBS JAMB NOTCHED TO RECEIVE SILL RIBS SILL SILL V APPLY BEAD OF 'SEALANT AT � TOP AND BOTTOM JOINTS SQUARE CUT JAMB SHEAR CLIP ASSEMBLY JAMB CLIP AT EACH 'ERIMETER SEALANT - VULKEN 116 POLYURETHANE SEALANT 7RAME JOINT SEALANT - CRL SILICONE OR VULKEN POLYURETHANE SEALANT DOOR PANEL JOINT SEALANT - CRL SILICONE OR VULKEN POLYURETHANE SEALANT MANUFACTURER: S f SOUTHEASTERN MNlulx(urelBNNpnc(Rasy.,rt SMig Gla¢�Lbgy 1506 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: +FngTo 3nr CA 8116 6971 W. SygryMplVd. 104 7E' DRAFTING, PR ORMING & MORE MIAMI-DADE BCCO: No Date: 02/05/10 Scale: NA Design by: PPMF Drawing Number 09-220R1 SHEET 13 of 13 ,w