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Home My WebLink AboutSUBMITTED PAPERSTALL APPLICABLE INFO MUST E COMPLETED FOR APPLICATION TO -BE ACCEwrcv Date: SCANNED Permit Number: �) !� 4)5 'r BY zl - Lucie C.eunt Building Permit Application Planning and Development Services Building and Code Regulation Division 2300 Virginia Avenue, Fort Pierce FL 34982 Phone: (772) 462-1553 Fax: (772) 462-1578 Commercial Residential XXX PERMIT APPLICATION FOR: Window/door El- PROPOSFD IMPROVEMENT LOCATION: Address: 1554 NW Sweetbay Circle Palm City Legal Description: Harbour Ridge Plat 8 Sweetbay Village Unit 16 Property Tax ID #: 4426-803-0039-000-7 Site Plan Name: Project Name: Setbacks Front Back: Right Side: Left Side: DETAILED 'tkRIPTION'OF'WORK ," Replace /windows & doors with impact �r�f Lot No. Block No. CONSTRUCTION `INFORMATION Add ition'al work to e e orme under this permit —check a apply: �HVAC E]GasTank Gas Piping _Shutters Q Windows/Doors Electric ❑ Plumbing Sprinklers Generator Roof Total Sq. Ft of Construction: S of First Floor: Cost of Construction: $ �l�, � Utilities:Ft. Sewer 0 Septic Building Height: OWNER/LESSEE: CONTRACTOR: Name Andrew & Patricia Harris Name: Bruce M Tyrrell Jr. Address: 23 Schindler Way Company: Kamrell Windows & Doors City: Fairfield State: FL Zip Code: 07004 Fax: Phone No. 7?—z - 7-3 qZ Address: 2441 SE Golfwood Drive City: Stuart State: FL Zip Code: 34996 Fax: 772-288-6208 Phone No. 772-288-6205 E-Mail: Fill in fee simple Title Holder on next page (if different from the Owner listed above) E-Mail: bruce.tyrrell@kamrell.com State or County License: CGC061180 If value of construction is'$2500 or more, a RECORDED Notice of Commencement is required. SUPPLEMENTAL GO,NSTR,UCTION LIEN LAW INFORMATIQN DESIGNER/ENGINEER: _ Not Applicable MORTGAGE COMPANY: _ Not Applicable Name: Name: Address: Address: City: State: City: State: Zip: Phone: Zip: Phone: FEE SIMPLE TITLE HOLDER: _ Not Applicable BONDING COMPANY: Not Applicable Name: Name: Address: Address: City: City: Zip: Phone: Zip: Phone: I certify that no work or installation has commenced prior to the issuance of a permit. St. Lucie County makes no representation that is granting a permit will authorize the permit holder to build the subject structure which is in conflict with any applicable Home Owners Association rules, bylaws or and covenants that may restrict or prohibit such structure. Please consult with your Home Owners Association and review your deed for any restrictions which may apply. In consideration of the granting of this requested permit, I do hereby agree that I will, in all respects, perform the work in accordance with the approved plans, the Florida Building Codes and St. Lucie County Amendments. The following building permit applications are exempt from undergoing a full concurrency review: room additions, accessory structures, swimming pools, fences, walls, signs, screen rooms and accessory uses to another non-residential use WARNING TO OWNER: Your failure to Record a Notice of Commencement may result in your paying twice for improvements to your property. A Notice of Commencement must be recorded and posted on the jobsite before the first inspection. If you intend to obtain financing, consult with lender or an attorney before commencing work or recording vour Notice of Commencement. Signature of Owner/ Agent/ Lessee Signature of Contractor/License Holder STATE OF FLORIDA STATE OF FLORIDAn COUNTY OF COUNTY OF The forgoing instr ent a acknowledged before me thisday of X 20 14 by me of person ackn �XnatY re of Notary 11"�ic- State of Florida ) Personally Known ��OR Produced Identification Type of Identification Produced Commission No. C9. 16) 1(02-oF (Seal) Revised 07/15/2014 MY COMMISSION # EE 19162E EXPIRES: May 1, 2016 f fAJhmNalary Public Urtdenvd = The forg mg instr a �t as acknowledged before me this'Z�fay of p �� 2014 by l t�iame of ¢erson acknowledging ) �g a, ure of Notary ic- to of -Florida ) Personally Known Oroduced Identification Type of Identification roduced �i . 2- Commission No. HEATHER BOORM MY COMMISSION M EE 191628 REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEA TURTLE MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE COMPLETE INITIALS PROPERTY RECORD CARD Andrew S Harris Record: 1 of 1 <<Pre-" Next» Spec.Assmnt Taxes Exemptions Permits Home Print Property Identification Site Address: 1554 NW SWEETBAY CIR ParcellD: 4426-803-0039-000-7 Sec/Town/Range: 26 37S :40E Account #: 119428_ -4 Map ID: 44/26N Use Type: SF Res r Zoning: PUD City/Cnty: Saint Lucie County Ownership and Mailing Legal Description Owner. Andrew S Harris Patricia A Harris HARBOUR RIDGE -PLAT 8- SWEETBAY VILLAGE UNIT 16 (OR 3642- Address: 23 Schindler Way 2337) Fairfield NJ 07004 Sales Information Assessment 2014 Total Land and Building Date Price Code Deed Book/Page 2014 TRIM: 200900 Land Value: 50000 Acres: 0.3 6/5/2014 215000 0001 WD 3642 / 2337 Assessed: 200900 Building Value: 150900 11/27/2013 90000 0001 WD 3583 / 2538 Ag.Credit: 0 Finished Area: 2178 SgFt 6/27/2008 342500 00 WD 2996 / 2028 Exempt: 4/1/2005 332500 00 WD 2203 / 2700 Taxable: 1/8/1990 282600 00 WD 0672 / 2911 Taxes: 4842.32 BUILDING INFORMATION � S,� �� SPPN 13 cr�e7 A L (21i8) (2 1B II (ae) it OM i647 31 Exterior Features ,8 View: - RooiCover: TC - Clay Tile RoofStruct: GA - Gable ExtType: HA- - HA- YearBlt. 1989 Frame: - Grade: A- - A- EffYrBlt: 1989 PrimeWall: BS - CB Stucco StoryHght: 0010 - 1 Story No.Units: 1 SecWall: - Interior Features BedRooms: 3 Electric: MX-MAXIMUM PrmIntWall: DW -Drywall FullBath: 2 HeatType: FHA - FrcdHotAir AvgHt/Fl: 1/213ath: 0 HeatFuel: ELEC - Electric Prrn.Flors: CU - Carpet %A/C: 100 %Heated: 100 %Sprinkled: 0 Special Features and Yard Items Land Information Type Y/S Qty. Units Qual. Cond. YrBlt. No. Use Type Type Measure Depth SPA — SPA -HOT TUB Y 1 36 AV AV 1989 1 0100-SF Res GFI -Site 1 DWC — Driv-Concret Y 1 720 AV AV 1989 PHTR — POOL HEATER Y 1 1 AV AV 1989 THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED. 00 &/ Ok -- -------- 7a DE MAW aMIAMI-DADE COUNTY •� PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 _NOTICE OF ACCEPTANCE (NOA) gnvtiv.miamidade.govJpera/ CGI Windows & Doors 10100 NW 25* Street Miami, FL 33172 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section 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 Section (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. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section 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 11130 Sentinel " Aluminum Fixed Window - L.M.I. APPROVAL DOCUMENT: Drawing No. W10-02, titled "Series 130 Sentinel Alum Fixed Window (S.M.I.) (L.M.I.)", sheets 1, 1.1, 2, 3, 4, Sand 6 of 6, dated 01/30/10, with revision D, dated 10/10/11, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P. E., bearing the .Miami-p�ade� County Product Control Revision stamp with the Notice of Acceptance number and expiration datei6 Miami -Dade County Product Control Section. ��'' MISSILE IMPACT RATING: Large and Small Missile Impact Resistant - LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, s , model/series, and following statement: "Miami -Dade County Product Control Approved", unless o rwis6 noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there 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 endors ent of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. rw". 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, Florid; tan'.d followed by the expiration date may be displayed in advertising literature. If any portion of the A0A 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 NOA # 11-0303.03 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MIAM! DAD£ uivrr NOA No.11-1031.06 , Expiration Date: September 22, 2015 Approval Date: January 12, 2012 Page 1 CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W10-02, titled Series 130 Sentinel Alum Fixed Window (S.M.L) (L.M.I.), sheets 1,1.1, 2, 3, 4, 5 and 6 of 6, dated 01/30/10, with revision D, dated 10/10/11, prepared by Al Farooq Corporation, signed and sealed by Javad Ahmad, 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) Large Missile Impact Test per FBC,- TAS 201-94 5) Cyclic -Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of mullion, prepared by Hurricane test Laboratory, LLG, Test Report No. HTL-0080-0103--10, dated March 30, 2010, signed and sealed by Vinu J. Abraham, P. E. (Submitted under previous NOA No.10-0510.13) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2007 and FBC-2010, prepared by Al-Farooq Corporation, dated 02/28/11 and updated oil 10/10/11, signed and sealed by Javad Ahmad, P. E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No.11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas® Interlayer" dated 08/25/11, expiring on 01/14/17. 2. Notice of Acceptance No.114325.05 " issued to Solutia, Inc. for their "Saflex and Vanceva clear and color interlayers" dated 05/05/11, expiring on 05/21/16. 3. Notice of Acceptance No. 08-1224.04 issued to Solutia, Inc. for their"Saflex Composites Glass Interlayer with PET Core" dated 02/25/09, expiring on 12/11/13. Manuel , P.E. Product'Contr E finer NOA No.11-1031.06 Expiration Date: September 22, 2015 Approval Date: January 12, 2012 E-1 CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-2007 and FBC-2010 and of no financial interest dated 10/06/11, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Laboratory compliance letter for Test Report No. HTL-0080-0103-10, issued by Hurricane Test Laboratory, LLC, dated March 30, 2010, signed and sealed by Vinu J. Abraham, P. E. (Submitted under previous NOA No.10—0510.1 3) 3. Proposal No. ,09-0032 issued by BCCO, dated October 22, 2009, signed by Renzo Narciso. (Submitted under previous NOA No.10—0510.13) G. OTHERS 1. Notice of Acceptance No. 11-0303.03, issued to CGI Windows and Doors, Inc. for their Series "130 Sentinel" Aluminum Fixed Window — L.M.I. approved on 03/21/11 and expiring on 09/22/15. Manue er P.E. Product Contr E miner NOA No.11-103.1.06 Expiration Date: September 22, 2015 Approval Date: January 12, 2012 E-2 It 6' MAX. FLANGE WIDTH D.L. CPO. I." MAX, HEAD/SILL A A3 SHORTER CORNERS SIDES _ U U __ II II II C u u II 11 II I _ ----- 1L__— _JL VIt II = o __ _1L____ to II II II II II Il II II II II II II u n !I II II II B � 3 I (SUR IFLANGE & FLANGE ADAPTOR FRAME EQUAL LEG FRAME 9Y FLANGE WIDTH D.L. OPG. TYPICAL ELEVATIONS ��/ M N d n � 0� S�OF u, ANCHOR SPACING SHOWN HEREIN APPLICABLE m N TO FLANGE AND FLUSH FRAMES, C }��v a c a p u SEE SHEET 1.1 FOR FIN FRAMES. c PRODUCTRGVISF.D ,u complyin with the FlerMa 0 U e J li 1 Building Code I� Acceptance No .�mi 11 Cf 0 M °o u U II II Expit.. Dote �I� > Q IL Q Q d u u it li B Y Miami de Pmduot O��& � m g a 3 --JL-----11---- --n------rr--- II li 98" BUCK HEIGHT {L r z 3 D.L. OPG. Z� c�+y1 Q W si o _11_____ II 11 If II II II__ .r =__-=�=�r--�--= = N y It -III II 3 o II II i It II '0 t O W C it C3 d cq c C-4 � _ 17" MAX. 3 SHORTER SIDES CORNERS STRAIGHT SIDES ^ 3 U2� w�vnDTH�I WINDOW W WIDTHS WINDOW WIDTH-, WINDOW W WIDTH„! WINDOW, w WIDTH WINDOW WIDTH I I SERIES 130 SENTINEL ALUMINUM FIXED WINDOW f1 DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER r 'I C(D)J, 0—— INCHARTS SHOWN ON SHEET 2.APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS I o t! H WROF FIX./FIX. OR FIX. WDW. WITH OTHER MIAMI—DADE COUNTY 3 a 33 AllpAPPROVED WINDOWS USING MIAMI—DADE COUNTY APPROVED MULLIONS BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WINDOW WIDTH WINDOW WIDTH WINDOW MOTH W. WIDTH DAYLITE OPENINGS, WILL APPLY TO ENTIRE SYSTEM. I J bi c = D.L.O. HEIGHT =BUCK HEIGHT — 3.00" m r -- -- D.L.O. WIDTH o BUCK WIDTH — 3.00" o d THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE r , REQUIREMENTS OF THEFLORIDABUILDING CODE INCLUDING HIGH VELOCITY ( HURRICANE ZONE HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER / ? LOADS TO THE STRUCTURE. _- Fn9r., AD, AHMAD.. j ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHORS CIVIL ;•r I N EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. L J FLA.'PE -4i • . LAM. GLASS S > PAN. • e :INSULATING LAM.GLASS $ ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE THESE WINDOWS ARE RATED FOR LARGE do SMALL MISSILE IMPACT. � . `1 �, NOT PART OF THIS APPROVAL. SHUTTERS ARE NOT REQUIRED. —� i . SMALL MISSILE IMPACT A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. GE. MISSILE IMPACT o ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE S drowing no. COMATERIALST INCLUDING WITH NOT LIDDED TO STEEL/METAL MATERIALS SCREWS, THAT S OIWNDIBY N DOTTEDINSCRIBING PICTURE WINDOW ALLOWABLE WITHIN SQUARE R RECTANGLE AS, W1 0-02 COME INTO CONTACT WITH OTHER DISSIMILAR MATERWLS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4,cheat 1 of 6 48" 48 1LIt11I1 __ DESIGN LOAD CAPACITY - PSF FLANGE DIME. BUCK DIMS. GLASS TYPES 'C'&'Cl' GLASS TYPES WIDTH (W) LENGTH (L) WIDTH (W) LENGTH (L) EXT.(+) INT.(-) EXT.(+) 1NT.(-) 24" 1. 30" 42" 4B' 54" 60' 61" 36„ 23' 29' 35" 41" 47 53" 59" 60" 35" 80.0 80.0 80.0 80.0 80.0 _ 80.0 BO.D _ 80.0 60.0 80.0 80.0 SO.O 80.0 80.0 00.0 80.0 8D.0 80.0 80.0 80.0 80.0 _80.0 80.0 80.0 80.0 8D.0 80.0 80.0 80.0 BD,O 80.0 80.0 24" 30' 36' 1. 1. 54' 60. 61, 1. 23" 29" 35' 41' 1. 53' 59" 60" 47. 60.0 BD.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 So.O 70.2 70.2 80.0 SOX 81.3 61.3 80.0 80.0 61.3 61.3 80.0 50.0 61.3 61.3 _ 80.0 ^80.0 61.3 61.3 Solo _ 80.0 24' 30" 36" 42° 48" 54" 00° 01" 80" 23" 29" 35" 41" 47" 0. 59' 80' 59" 80.0 Bolo 80.0 80.0 80.0 80.0 80.0 80.0 80.0 8D.0 80.0 80.0 70.2 70.2 80.0 80.0 61.3 61.3 80.0 80.0 54.3 54.3 72.5 72,5 48.8 46.8 65.1 65.1 48.8 48.8 65.1 05.1 24" 30" 36" 40 48" 54" Go' 61" 72. 23" 29" 1. 41" 47' 53' 59" 60" 71" 80.0 80.0 80.0 80.0 80.0 00.0 80.0 80.0 80.0 80.0 BO.0 80.0 70.2 70.2 80.0 _ 80.0 81.3 61.3 80.0 00.0 54.3 54.3 72.5 72.5 48.8 48.8 65.1 65.1 48.0 48.0 04.0 84.0 24" 30' 36" 42" 1. 54" 84" 23° 29' 35" 41" 47" 53" 55" 1. 80.0 50.0 80.0K72.5 80.0 80.0 80.0 78.2 78.2 80.0 70.0 70.0 80.0 61.3 61.3 80.0 54,3 54.3 72.555, 52.4 52.4 09.8 24° 30" 36' 42" 48' 49' 97" 23" 29" 35" 41" 47' 48" 96" 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 75.6 76.6 80.0 80.0 65.2 65.2 80.0 80.0 60.6 60.6 80.0 80.0 3918 59.6 _ 80.0 80.0 24" 30' 36, 42' 46" 102' 1 23" 29' 35" 41" 45" 101" 80.0 80.0 8010 80.0 Bolo 80.0 80.0 80.0 74.6 74.6 80.0 1 60.0 65.7 65.7 80.0 60.0 59.3 59.3 80.0 80.0 24' 30, 36` 42" 44" 108' 23' 29' 35' 41' 1" 107" 80.0 BO.0 Bo.0 80.0 60.D 80.0 80.0 60.0 73.8 73.8 80.0 80.0 62.4 62.4 80.0 80.0 59.1 59.1 80.0 80.0 DESIGN WAD CAPACITY - PSF FLANGE DIMS. DUCK DIMS. GLASS TYPES 'C'&'Cl' GLASS TYPES 'D'SeDl' WIDTH (W) LENGTH (L) WIDTH (W) LENGTH (L) EXL(+) iNT.(-) EXT.(+) 1NT.(-) 24' 30" 36, 41" 114, 23' 29" 11, 40" 113' 80.D ........... 80.0 60.0 80.0 80.0 80.0 80.0 80.0 73.0 73.0 80.0 80.0 61.4 61.4 80.0 80.0 24" 30" 36" 39'1 120' 23" 29' 35" 1 38" 119" 1 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 72.4 72.4 80.0 80.0 85.9 65.9 00.0 80.0 24' 30" 36' 1."65.8 121, 23" 29" 35" 120' 80.0 80.0 80.0 80.0 80.0 80.0 80.0 172.3 72.3 80.0 80.0 80.0 80.0 DESIGN WAD CAPACITY - PSF FLANGE DIMS. DUCK DIMS. GLASS TYPES 'C'&'Cl' GLASS TYPES 'D'&'DI' WIDTH (W) LENGTH (L) WIDTH (W) LENGTH (L) EXT.(+) 1NT.(-) EXT.(+) 1NT,(-) 19-1/8, 26-1/2' 37' 48' 53-1/8, 61' 26„ 18-1/B` 25-1/2" 36' 47' 52-1/8' 60' 25' 80.0 80.0 80.0 80.0 80.0 _ 80.0 80.0 80.0 00.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 BD.0 80.0 80.0 80.0 1 80.0 80.0 80.0 80.0 19-1/8' 26-1/2" 37" 48' 53-1/8, 61, 38ti'/8" 18-1/8' 25-1/2" 36" 47" 52-1/B" 60" 37-3/8' 80.0 80.0 80.0 80.0 80.0 00.0 80.0 BOX 80.0 80.0 80.0 80.0 77.1 77.1 _ Solo Solo 77.1 77.1 80.0 BO.0 77.1 77.1 80.0 80.0 19-1/8' 26-1/2' 37 48" 53-1/e, 61' 75-1/4" 93-3/4" 60-5/8" 18-1/8' 25-1/2' 36" 1. 52-1/8" 60, 74-1/4" 92-3/4" 49-5/8" 80.0 80.0 80.0 80.0 80.0 BOA 80.0 _ 80.0 80.0 80.0 80.0 80.0 61.3 61.3 80.0 80.0 68.0 58.0 77.4 58.0 58.0 77.4 _77.4 77.4 68.0 68.0 77.4 1 77.4 58.0 58.0 76.5 76.5 19-1/8" 26-1/2" 48' 53-1/8, 61" 75-1/4° 18-1/8" 25-1/2" 36" 47" 52-1/8° 60" 74-1/4' 62. 80.0 80.0 80.0 80.0 80.0 BO.0 80.0u 80.0 80.0 80.0 80.0 80.0 81.3 51.3 80.0 80.0 55.3 55.3 73.7 73.7 48A 40.0 64.0 64.0 46.5 40.5 61.9 01.9 19-1/8" 26-1/2" 37' 48, 53-1/9' 61' 1 78" 1 18-1/8" 25-1/2" 36" 47' 52-1/8" 60" 75, 80.0 80.0 80.0 80.0 80.0 _8D.O 90.0 80.0 78.9 78.9 60.0 80.0 61.3 61.3 80.0 80.0 55.3 55.3 73.7 73.7 48.0 1 48.0 64.0 1 84.0 ANCHOR SPACING TO BE AS PER SHEETS 1 & 1.1 ALu k6 n L $ a J' a � 3 a 0 G � 4 Cf o HDTe: Q WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED 0 z VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. Q 3 JAMry a �e1f 1A" BUCK DIMS Al J N FLANGE FRAME o n �- FLANGE oil O ' BUCK DIMS 0 La 0 La EQUAL LEG FRAME 6 0 3 N7 � zz� BUCK DIMS .02 a O FIN FRAME y g � u1 ©rN BUCK DIMS o g� FLANGE ADAPTOR FRAME o R kNGE DIMS U- Irlo .� of L>t9r. IAVAD AllMAD CML PP.ODUCTRt:l7SliD' % FlhPE 582 o➢0on1PYi11ffiwilhtlioFtOHd6 c.n:N. 636 IfultdingCodo � 1 I Acceptonoo No - LuI :1 .�' Ex 't01to0 D91e /JC e _ O By drawing no. 7DV I W10-02 3/16" ANN. GLASS 3/16" HEAT STREN'D GLASS .075" PVB INTERLAYER .075" PVB INTERLAYER VANCEVA COMPOSITE BY 'SOLUTIA' VANCEVA COMPOSITE BY 'SOLUTLA OR OR 090" PVD INTERLAYER .090" PVB INTERLAYER SAFLEX IIIG BY 'SOLUDA' SAFLIX IIIG BY 'SOLUTIA' OR OR 090" SOP INTERLAYER ,090" SGP INTERLAYER BY 'DUPONY BY 'DUPONT' 3/16" HEAT STREN'D GLASS 3/16" HEAT STREN'D GLASS Ly SILICONE F GE 1200 SILICONE GE 1200 = DOW CORNING 899 j �I� ,DOW CORNING 995 g DOW CORNING 899 j �I �DOW CORNING 995 0 0 T� GLASS TYPE 'C' GLASS TYPE 'D' 7/16" OVERALL LAM. GLASS 7/16" OVERALL LAM. Guns 3/16" ANN. GLASS .075" PVB INTERIAYER 3/8" AIR SPACE -A COMPOSITE BY 'SOLUTIA' 3/8" AIR DARNCEVA .090" PVB INTERLAYER 3/16" HEAT STREN'D GLASS SOR LEx IIIG BY 'SOLUTIA' 3/18" HEAT 'STREN'D GL 090" SGP INTERLAYER BY 'OUPONT' 3/18" HEAT STREN'D GLASS �+ SILICONE GE 1200 m DOW CORNING 899 i DOW CORNING 995 i M1 11 fl M y II it II \ I v HEAT STREN'D GLASS .075" PVB INTERLAYER VANCEVA COMPOSITE BY 'SOLUTW' OR .090" PVO INTERLAYER SAFLEX IIIG BY 'SOLUTIA' OR .090" SGP INTERLAYER BY 'DUPONT' 3/18" HEAT STREN'D GLASS O SILICONE GE 1200 m W DOW CORNING 899 DOW CORNNG 995 uC 0 \ / a n n a GLASS TYPE 'CI' GSS TYPE 'DS' 1" OVERALL INSUL, LAM. GLASS (L.M.I. ONLY) 1" OVERALL INSUL [AM. GLASS IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING EXTERIOR PLY OF GLASS TYPES 'Cl' & 'D1' MUST BE TEMPERED. N N w to CC 0 8 0 b1 is O wW � O Mir p 3NM q3M�' z 2E 30 -SS �0 CORNING 899 CORN No 995 SILICONE /� ° a L guy a /�Y u II 7 GE 1200 `a\ o o DOW CORNING DOW CORNNG OPTIONAL CL•A7�JNG DETAIL P < m ° 0 GLASS TYPES CS•' & 'DS' o E�pr. JAVAD A MAD PRODUCT R13VISED FIA. PEMt70592 as complyidg with the Figrlda _ CA.N, 538 EuildrogCode o Ato.ptonoeNo 8 9 Expiration Dote D fl j �5 9 ' o Milani edePnodttd W7 drawing no. �PN1 0-02 Sheet 3 of 6 TYPICAL EDGE DISTANCE CONCRETE AT HEAD, SILL OR JAMBS Pc - 3000 PSI MIN. TYPICAL INSTALLATION DETAILS INTO CONCRETE AND MASONRY = 2" MIN, C-90 HOLLOW/FILLED BLOCK AT JAMBS Pm = 2000 PSI MIN. Vf m a THESE DETAILS ARE, TYPICAL ON ALL FOUR SIDES OF WINDOW INTO WOOD STRUCTURE = 3/4" MIN. INTO METAL STRUCTURE = 3/4" MIN. INSTALLATION DETAILS THRU 1X INSTALLATION DETAILS THRU 2X INSTALLATION DETAILS INSTALLATION DETAILS INTO METAL A (L J WOOD BUCKS INTO CONCRETE BUCKS OR INTO WOOD STRUCTURES DIRECTLY INTO CONCRETE STRUCTURES OR INTO APPROVED MULLIONS N U FLANGE FLANGE SEE EtFANCHORS FLANGE 1/4' MAY. FLANGE G a a Y2 28Y WOOD BUCK FOR SPACING SHIMS it II E3 OR WOOD STRUCTUR TYPICAL ANCHOR ' o SEE EV METAL STRUCTURE cf G qt. RA M2 © II !I S2 = O I < N FOR SPADING v c, M2 © ,. v TYPICAL ANCHORS ELEV. FOR SPACING h� 0 {0SEE Q 15 0 1 I O�IMV� E1 S2 MIN. � . •• . TYPICAL- AtiCHORS !' !' E3 v y : V m u� 'v I SEE ELEV. FOR SPACING Ij I� \ 1BY WOOD BUCK jl ii S E1 EJ � N � 0 � 1/4" MAY. .• p � EQUAL LEG EQUAL LFiG EQUAL LEGIM Ez EQUAL LEG n a 23Y WOOD BUCK STRUCTURE a M2 C 1 METAL STRUCTURE M fO 5 04OR O M WOOD E3 ij !j ii li I j!P TYPICAL ANCHORS SEE ELEV. FOR SPACING� Z z ?� O _ 1 — M� 52 TYPICAL ANCHORS Y SEE ELEV. FOR SPACING 'v >• '• _� TYPICAL AIGCHORS !I !I M2 SEE ELEV., E3 TYPICAL ANCHORS1BYJ al FOR SPACING BUCK ii ij SEE ELEV.WOOD FOR SPACING � Sri WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WOW. m ri�o $ by v TYPICAL ANCHORS1 SEE ELEV. FOR SPACING �I14 SMS OR SE(F DRILLING SCREWS (GRADE z clts) MUST SUSTAIN LOADS: IMRO$90 BY GLAZING SYSTEM AND TRANSFER THEM TO:;f,HE. oUILDING STRUCTURE. > m o o 7/4" DIA. TAPCON BY 'ITW' (FU-120 KSI, FY-92 KSI) INTO METAL STRUCTURES STEEL : 12 GA. MIN. F = 36 KSI MIN. ' • (Fu=177 KSI. Fy=155 KSQ (Y ) b Enqr: JAVAD AHMAD•. INTO 2BY WOOD BUCKS OR WOOD STRUCTURES ALUMINUM 1/8" THK. MIN. (6063—T5 MIN.) CC,ML. PRODUCT REVISED (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) ;IP8 70592 ascoroplyli�wlthlhoFlarldo t1A. v c 1-3/8" MIN. PENETRATION INTO WOOD cA.rt. 538 de puildl'ngCo $ THRU 1BY BUCKS INTO CONC. OR MASONRY 014 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) b pnNonRate I� � 9 3 1-1/4" MIN. EMBED INTO CONC. OR MASONRY INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = .090") sy DIRECTLY INTO CONC. OR MASONRY (NO SHIM SPACE) Mimn adePmdUet drowing no. �p,.T0� W1 (]—OZ 1-1/4" MIN. EMBED INTO CONC, OR MASONRY sheet 4_ d 6 TYPICAL INSTALLATION DETAILS THESE DETAILS ARE TYPICAL ON ALL FOUR SIDES OF WINDOW d w n INSTALLATION DETAILS THRU 1X INSTALLATION DETAILS THRU 2X INSTALLATION DETAILS INSTALLATION DETAILS INTO METAL W C^ J 2 Q WOOD BUCKS INTO CONCRETE BUCKS OR INTO WOOD STRUCTURES DIRECTLY INTO CONCRETE STRUCTURES OR INTO APPROVED MULLIONS o N � o FLANGE ADAPTOR FLANGE ADAPTOR �I.ANGE ADAPTOR FLANGE ADAPTOR C " am TYPICAL ANCHORS 1/4" MAX• n' C M VSEE n ELEV. 2BY WOOD BUCK FOR P CING SHIMS G Q 4 �; M2 OR WOOD STRUCTURE A3;0 ANCHORS TYPICAL SEE FOR METAL STRUCTURE -a a 0 Q ij II s SPACING < c :Mz TYPICAL ANCHORS SEE ELEV. 1L 2: N . 8 S2 = I 'v . • v v.. FOR SPACING j �N \ C3 Qu77iif E2 I v EB —1' • S2 II II • MIN.Li � � v i� .v • t •v: p' • . " a P• TYPICAL ANCHORS >• "' I SEE ELEV. !; !; M2 v' 7gy FOR SPACING ' lx WOOD BUCK .a E3 I'y 0 F- y,l 0 La O f 2 3/3" MIN. 1/4" MAX. BUCK HEIGHT 1/I y GAP I I d cq U) q WOOD STRUCTURE NOT BY CGI 1/2" MIN. 1/2" MIN. p M �1 ro —� u� 22 3/ 2!Ll I FIN FRAME Mz BACKBED w o . CAULKING '" g TYPICAL ANCHORS: SEE ELEV. FOR SPACING I 1 O ^ #R SMS (GRADE 2 CRS) INTO 28Y WOOD BUCKS OR WOOD STRUCTURES ------------ WHEN USED THE MIN. WOOD 1-1/4" MIN. PENETRATION INTO WOOD 11 BUCK DEPTH SHALL BE 2%-. c a m N THE USE OF DEEPER OR BEVELED WOODBUCKS IS PERMITTED. HOUSE WRAP F� EXTERIOR o NOT BY CGI BUCK WIDTH BUCK WIDTH f'r_:=_- MIAMI-DADE COUNTY I I MIAMI-DZE COUNTY w O --�LIOMOANCHORS i 1I II & MULLION II SEE SEPARATE NOA .. o m Q 1� �I SEE SEPARATE NOA II i� •, o 0 I1 �-_____- ___ _____ _ ___________ I '.,.. 1 ....... _ I I I 1 - - - _ - (":DUCT RBVISPDCML 0592 Ilh Lhe FIMMD D CAN. = --- TYPICAL ANCHORSSEE ELEV. urs • J5 d ngyids , - O j drawing no. W10-02 FOR SPACING hf,mni uCtTJ0Dh0 #14 X ," SMS. sheet 5 of 6 2.505 1.995 Eu .312 .996 .065 TYP. 1.335 �1 E1 FLANGE FRAME 2.505 8 12 1,495 995 .065 TYR 1.335 O FLUSH FRAME/RN FRAME .675 .995 TM P5 OGLAZING BEAD (LAM. GLASS) .t2o .995- 050 1.00_ U �� 125 TYP. JI_I111�II ' —T 1.184 M4 e4 GLAZING BEAD (LAM. INSUL. GLASS) GLAZING ANGLE (LAM. INSUL C 1,13 .065 1.450— .,80 + 1.550 1.B80 •553 0 .050 1.395 0- NAIL FIN ADAPTER E6 FLANGE ADAPTOR 1.395 �.180 -.— 9 1.1191 .050 .050 .085 1.08t M3 FLUSH FRAME COVER O SCREW COVER ITEM PART / QUANTITY DESCRIPTION MATERIAL MANF./SUPPLISR/REMARRS E1 CGI-118 4/ WOW. FLANGE FRAME 6063-TB - E2_ CGI-119 4/ WOW. FLUSH FRAME/FIN FRAME 6063-TB - E3 C0I-121 4/ WOW. GLA7JNG DEAD (LAM. GLASS) 6063-TB - E4 COI-123 4/ WOW. GLAZING BEAD (LAM. INSUL GLASS) 6063-TB - E5 CGI-110 4/ WOW. NAIL FIN ADAPTOR 6063-T6 - EB CGI-109 4/ WOW. FRONT FLANGE ADAPTOR 6063-TB - MI CGI-382V AS READ. GLAZING BULB VINYL PVC DUROMETER 75-80 SHORE A M2 CGI-124 AS READ. SCREW COVER- OPTIONAL PVC - M3 CGI-112 AS RECD. ER FLUSH FRAME COVER PVC - M4 - OPTIONAL GLAZING ANGLE (1 X 1/2 X 1/8') 6063-T5 - S2 #10 X 1-1/4" 2/ CORNER ASSEMBLY SCREW PH SMS ST/ST - CIRCULAR WINDOWS WELDED JOINT AT ENDS T RECT. OR SQUARE WINDOWS GYP CORNER DETAILSCORNER DETAILS Igo p O V b °n O a&�m o O 06 O � prp K QO ILzom : aim � m y ro M w A o N al ❑Y' m M Z_z9 3: O arowmg no. W10-02 MIAMI-DADS M1Ab1I-DADE COUNTY, FLORIDA 6 PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Rootn 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315 2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) wiv%v.miamidnde.eGv/ecortornv PGT Industries, Inc. 1070 Technology Drive, Nokomis, Fl. 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section 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 Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product of material tested for duality 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. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section 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 IISGD 770" Aluminum Sliding Glass Doors w / wo Reinforcements - L.M.I. APPROVAL DOCUMENT: Drawing No. PGT0002 Rev. C2, titled "Series 770 Aluminum SOD - LMI", sheets 01 through 23 of 23, prepared by manufacturer, dated 08/05/07 and last revised on 01/23/14, signed and sealed by Lynn Miller, P. E., bearing the Miami -Dade County Product Control Section Revision stamp with the Notice of Acceptance number and Expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LIMITATIONS: 1. Egress operable doors must comply with minimum clearan%width per FBC, as applicable. :.vas LABELING: Each unit shall bear a permanent label with ffiV"manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County 1 ct Control Approved", unless otherwise noted herein. %atioias RENEWAL of this NOA shall be considered after a renewal appleen filed and there has been no change in the applicable building code negatively affecting the pf this product. TERMINATION of this NOA will occur after the expiration dateas been a revision or change in the materials, use, and/ or manufacture of the product or processhis NOA as an endorsement of any product, for sales, advertising or any other purposes shall aterminate 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 Mia t- County, Florida, and followed by the expiration date may be displayed in advertising literatun 6y. tlion of the NOA is displayed, theft it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user I�m nufacturer or its distributors and shall be available for inspection at the job site at the request of the g Official. This NOA revises NOA No. 11-1018.14 and consists of this page 1 and evidenc pages E-I and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. NOA No. 14-0123.10 Expiration Date: February 17, 2015 Approval Date: February 06, 2014 t Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. PGT0002 Rev. C2, titled "Series 770 AIuminum SGD - LMI", sheets 01 through 23 of 23, -prepared by manufacturer, dated 08/05/07 and last revised on 01/23/14, signed and sealed by Lynn Miller, 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) Large Missile Impact Test per FBC, TAS 20194 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 aluminum Sliding Glass Doors, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7554, dated 11/01/13, signed and sealed by Marlin D. Brinson, P. E. 2. Test reports on: 1) Air Infiltration Test, perFBC, TAS 262-94 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) CycIic 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 aluminum Sliding Glass Doors, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL -5980, FTL-5993, FTL-6036, F TL-6001, FTL--60141, FTL-6015, FTL -6017, FTL-6023, • FTL-6024, FTL-6025, FTL-6028, FTL-6031, FTL-6033 and FTL-6036, all dated 08/10/09, signed and sealed by Julio Gonzales, P. E. Note: The test reports No.'s FTL-5980, FTL-6001 and FTL-6015 have been revised and reissued on 12/29/09, all signed and sealed by Julio Gonzales, P. E. (Submitted under previous NOA No. 09-0826.10) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC--2010, prepared by manufacture, dated 01/24/14, signed and sealed by Lynn Miller, P. E. 2. Glazing complies with ASTM E1300-09 Jaime D. Gascon, P. E. Product Control Section Supervisor ICI OA No. 1"123.10 Expiration Date: February 17, 2015 Approval Date: February 06, 2014 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No.13-0129.27 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite© PVB Interlayer" dated 04/11/13, expiring on 12/11/16. 2. Notice of Acceptance No.11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas@ Interlayer" dated 08/25/11, expiring on 01/14/17. F. STATEMENTS 1. Statement letter of conformance and complying with FBC 2010, issued by manufacture, dated 01/24/14, signed and sealed by Lynn Miller, P.E. 2. Statement letter of no financial interest, issued by manufacture, dated 01/24/14, signed and sealed by Lynn Miller, P.E. 3. Laboratory compliance letter for Test Report No. FTL-7554, issued by Fenestration Testing Laboratory, Inc., dated 11/01/13, signed and sealed by Marlin D. Brinson, P.R. 4. Proposal issued by Product Control, dated 08/12/13, signed by Jaime D. Gascon, P. E. 5. Laboratory compliance letter for Test Reports No.'s FTL-5980, FTL-5993, FTL-6036, FTL 6001, FTL-6014, FT"015, FTL---6017, FTL-6023, FTL-6024, F11,6025, FTL-6028, FTL-6031, FTL-6033 and FTL-6036, issued by Fenestration Testing Laboratory, Inc., all dated 08/10109, signed and sealed -by Julio Gonzales, P. E. (Submitted under previous NOA No. 09-0826.10) 6. Proposals No.'s 09-0177, dated 03/17 & 31/09, 09-0177A, dated 05/07/09, 09-0177B, dated 06/09/09 and 09-0177C, dated 11/18/09, all issued by Product Control, signed by Ishaq Chanda, P. E. (Submitted widerprevious NOA No. 09-0826.10) G. OTHERS 1. Notice of Acceptance No. 11-1018.14, issued to PGT Industries, Inc. for their Series "SGD-770 Aluminum SIiding Glass Doors w/ wo Reinforcements", approved on 12/01/11 and expiring on 02/17/15. Jaime D. Gaseo , P. E. Product Control Section Supervisor NOA No. 14 oinio Expiration Date: February 17, 2015 Approval Date: February 06, 2014 E-2 and and 8111 Jambe concrete Un-Grouted CMU G.Wd CMU typo Din. Min. Emb. Min. Ed Mln. Emb. Min. Ed Mln. Fmb. Min. Ed Elco Ullracon 114'• 1 318 2 112 1 111 2 1 314 2 112 d116" 1 314 1. 114 1 114 011 1 gf18 1 314 2 112 Mee CrateFlex S84 1/4" 1 $14 2 112 1 114 2 1/2 Not Recommended P+look(Anchor Tension) P-Hook Mounting Adapter (Anchor Shear) Concrolo eroulad CMU Concrete Gf0Uled CMU Type Dls. Min. Emb. Miff. Ed Mln. Emb, Min. Ed TIT Min. Fmb. Mln. EdMln. Fmb. Mln. Ed Elco Ullracon 114" 1 314 2 112 7 314 1 3/4 2 1/2 T. 3/4 Elco CreteFlex 884 1/4" 1 314 2 112 Not Recommended / 314 2 1l2 Nol Recommended CHANGE NOKOMIS, FL 34275 P.O. BOX r52s NOKOMIB, FL34274 GENERAL NOTES: SERIES 770 LMI SLIDING GLASS DOOR DESIGN PRESSURE CHART 1. GLAZING TYPE OPTIONS: (GLASS RECIPES ARE FROM EXTERIOR TO INTERIOR) GLASSSTRENGTS- T=TEMPERED HS =HEAT STRENGTHED SEE TABLES 1, 2 & 3 ON INTERLAYER TYPES - SGP - .090 DUPONT SENTRY GLAS PLUS DBPVB =.090 DUPONT BUTACITE PVS G3 - 7/16" LAMINATED: (2) LITES OF 3/18" HS GLASS WITH AN .090 DBPVB INTERLAYER SHEETS 7, 8 & 9 G4 - 7/18" LAMINATED: (2) LITES OF 3/16" HS GLASS WITH AN .090 SGP INTERLAYER. G3A - 9/16" LAMINATED: (2) LITES OF 1/4" HS GLASS WITH AN .090 DBPVB INTERLAYER G4A - 9/18" LAMINATED: (2) LITES OF 1/4' HS GLASS WITH AN .090 SOP INTERLAYER. G5 -1" LAMINATED I.O. 3116" T EXT. CAP +31W AIR SPACE+ 7/16" LAMINATED: (2) LITES OF 3116" HS GLASS WITH AN .090 DBPVB INTERLAYER. GB -1" LAMINATED I.G. 3/16" T EXT. CAP +318" AIR SPACE + 7/16" LAMINATED: (2) LITES OF 3116" S-GLASS WITH AN.090 SOP INTERLAYER 05A-1" LAMINATED I.G. 1/4" T EXT. CAP + 5/16" AIR SPACE+ 7/18' LAMINATED: (2) LITES OF 3/16" HS GLASS WITH AN .090 DBPVB INTERLAYER GOA-1" LAMINATED I.G.114" T EXT. CAP + 5116" AIR SPACE + 7/10' LAMINATED: (2) LITES OF aflW HS GLASS WITH AN .090 SGP INTERLAYER. G7 - 7/16" LAMINATED: (2) LITES OF 3/16" ANN GLASS WITH AN .090 SGP INTERLAYER. 07A - 9/16" LAMINATED: (2) LITES OF ite ANN GLASS WITH AN.090 SGP INTERLAYER. Q GB -1" LAMINATED I.G. 3/1 VT EXT. CAP + 31W AIR SPACE + 7116" LAMINATED: (2) LITES OF 3116' ANN GLASS WITH AN .090 SOP INTERLAYER NOA DRAWING MAP SHEET GENERAL NOTES.............1 QUALIFIED CONFIG.......... 2-4 GLAZING DETAILS ............ 5.8 ANCHORAGE .....................7-15 DESIGN PRESSURES 7-9 ELEVATIONS .....................16-10 CONFIGURATIONS ........... 17 VERT. SECTIONS..............18 HORIZ. SECTIONS ............ 19-20 PARTS LIST ....................... 21 EXTRUSIONS .................... 22-23 GOA-1" LAMINATED I.G. 114" TEXT. CAP+ 6/16" AIR SPACE + 7/16" LAMINATED: (2) LITES OF 311 VANN GLASS WITH AN .090 SGP INTERLAYER 2. DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. 3. ANCHORAGE: THE 331/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. FOR ANCHORAGE DETAILS SEE SHEETS 7 TROUGH IS. 4. SHUTTERS ARE NOT REQUIRED. Q 5. INSTALLATION SCREWS, FRAME AND PANEL CORNERS TO BE SEALED WITH NARROW JOINT SEALANT. 6. REFERENCES: TEST REPORTS FTL-5980, FTL-6993, FTL-6001, FTL-6014. FTL-6015, FTL-6017, FTL-6022, FTL-6023, FTL-6024. FTL-6025, FTL-6028. FTL-6031, FTL-6033 AND FTL-6036 DATED B/7/09, FTL-7554 DATED 11101/13. ELCO TEXTRON NOA: 07-0426.01, 03-0225.05. ANSI/AF&PA NDS-2005 FOR WOOD CONSTRUCTION AND ADM-2005 ALUMINUM DESIGN MANUAL 7. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 8. DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER FLORIDA BUILDING CODE, AS APPLICABLE. 9. CONFIGURATIONSI SEE DP TABLES (SHEETS 7-9) AND CONFIGURATION ILLUSTRATIONS (SHEETS 2-4). A.D.LO.WIDTH-PANELWIDTH-7" B. D.L.O. HEIGHT= PANEL HEIGHT-825" NOTES PERTAINING TO ANCHORAGE DETAILS ON SHTS.13-15: 1. FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO 1/4" OR 5/16" ULTRACON (FORMERLY TAPCON) CONCRETE SCREWS OR 114" ELCO SS4 CRETE-FLEX. SEE TABLE ON THIS SHEET FOR EMBEDMENT, EDGE DISTANCE AND SUBSTRATE REQUIREMENTS. 2. FOR WOOD APPLICATIONS USE 012 STEEL SCREWS (GS). 1/4" ELCO S84 CRETE-FLEX MAYBE USED INSTEAD OF #12 SCREWS (PAN HEAD). 3. WOOD BUCKS DEPICTED AS ix ARE LESS THAN 1 1/2" THICK. ix WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 112"THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 4. FOR ATTACHMENT TO ALUMINUM: THE ALUMINUM SHALL BE A MINIMUM STRENGTH OF 6063-T5 AND A MINIMUM OF 1/8" TICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE DOOR FRAME SIMILAR TO THAT SHOWN IN THE DETAILS USING 2x WOOD BUCKS. THE ANCHORS SHALL BE #12 SHEET METAL SCREWS WITH FULL THREAD ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE FULL DESIGN PRESSURES USING ANCHORAGE REQUIREMENTS SHOWN IN TABLES 1-3, SHTS.7-9, FOR ANCHOR TYPE 4 ARE ACCEPTABLE. 5. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON -SHRINK, NON-METALLIC GROUT, 3400 PSI MIN., (DONE BY OTHERS) (114- SHIM SPACE FOR GROUT) MUST FULLY SUPPORT THE ETo LL SUBSTRATE. IF SUBSTRATE IS WOOD. 30# FELT PAPER OR MASTICrRE ISIREQUIRED BETW ENLENGTH OF THEITHE ROUT AND WOOD SUBSTRATE, A R AS APPROVED BY THE UTHT14AT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAROORITY HAVING JURISDICTION. Concrete screw Anchorage Minimum Fm odment and Minimum Edge Distance Requirements Mownry etrongth Roqutmmonts Ungrountad CMU ASTM GBO ABTIJ Gee x1U grout eonronning Grouted CMU to Sealione 210.9.2.2.1.2 and Reg9 olNa C. De0nitions: Emb. = Embedment E8 = Edga Distance Min. - Minimum CONCRETE SCREWS STRENGTHS: FyMIN.-135KSI Fit MIN. -177 KSI SGD770 o od acrow a (Hoo d, 6111 & AmbS) n. Type Mln, Emb NIT Ed #12 Wood Screw 1 3/8" 1'• Eloo Crete -Flex 884 1 1 318" 1 1" UNLESS OTHERWISENOTED I ALUMINUM SGD - LMI NTS �1 -29 0 PGTo002 1harloddn "XI" 4 LYNN• & '''/i� .: �tCENSF'''()p *' No.58705 *' �'' 6TATE urU i0'n�•'•. FCORID?;••' �� 'IONAL A. L`Idtd Mlltffa) h.E PAX 68705 Concrete Strength Requlremente Type Dln. - fc• Moo Ultrecon 1/4" 2700 pet 6116" 3500 psI Mo. Crete -Flex SS4 1/4" 3350 psi APPROVED CONFIGURATIONS: SEE D.P. TABLE, SEE D.P. TABLE, SEE D.P. TABLE, �I SHTS. 7-9 SHTS. 7-9 (~ �— SHTS. 7-9 3 SEE P P SEE SEE r DP DP /;A / / ' o PD TABLE S TABLE S � SHTS. / �� SHTS. 4 , SHTS. / / / 5 7-9 15 15 � � 719 16 15 � V 7_9 T a q I Xp 13 XO, oX, xx, SEE D.P. TABLE. Xxp s C TA SF 7 Oxo, oxx, xxo, xxx, oxxp, XXXp I— R Oxxo, Xxxo, oxxx, xxxxl ?pm ,s xxxxp CORNER, TYP. POCKET, TYP. POCKET DOORS: ALL CONFIGURATIONS SHOWN ALSO AVAILABLE AS POCKET DOORS AT EITHER JAMB LOCATION USING DETAIL "S" OR "T" INSTALLATION. EXAMPLE: XXXX IN POCKET CONFIGURATION CAN BE pXXXXp, pXXXX OR XXXXp. OXXX IN POCKET CONFIGURATION CAN BE OXXXp. POCKET DOOR REQUIRES OPERABLE PANEL. X SIGNIFIES OPERABLE PANEL, 0 SIGNIFIES INOPERABLE PANEL. NOxOMl3, fL 34T76 i raegxrs20 SERIES 770ALUM. SGD-LMI NOXOMI3, FL3f2Tt ® �infbeee aak p ovmm sonn0 IJTS 2 d 23 PG710002 with 1ho Florida No. 68705 . 0�`�'�. Ff.OR10P: �Cj.) IONA� A. LY�PI�11Lh.�FI,�.E P.EJf 58705 SEE ID . TABLE SHTS.7-9 , 13 C 13 SEE g 1 o go TABLE Q ' / / R 50 SHTS. s T / / / / / 8 T 7-9 L 15 16 5 �/�/ OXXXO, XXXXO, OXXXX, XXXXX, , XXXXXp SEE 900 CORNER EXAMPLE AND POCKET DOOR NOTE ON SHEET 2 S TA Sh RPP n_P_ TABLE. SHTS.7-9 , 13 c 13 I CE 9 1 1 ip BILE,9 3 ,e ITS. 5 , OXXXXCU, XXXXXO, oXXXXX, XXXXXX. , XXXXXXp 3 APPROVED CONFIGURATIONS NDXDMI9• h131?75 •SERIES 770_ALUM. SGD - LMI II—P.0. BOX 1528 , NONaa A31274 i ® SODn NTS 3 d 23 u+.ro POT0002 Florida 'IC •' yo. 58705 �'•�tI-,TE V�� A. LYNN MILLER, P.E. REX 68705 APPROVED CONFIGURATIONS: C TA SF SEE D.P. TABLE. SHTS. 7-8 ; D 1p =EBLE Al A TS ° T -9 , N 6 oxxxxxo,XXXXXXO,OXXXXXX,XXXXXXX, XXXXXXXp SEE 90e CORNER EXAMPLE AND POCKET DOOR NOTE ON SHEET 2 SEE D.P. TABLE, SEE DP TABLE SHTS. 7-9 OXXXXXXO, XXXXXXXO, OXXXXXXX, )(XXXAAAA' XXXXXXXXp MOXOMIS. FL 34275 P.O. BOX MOXOMIS. 11528m..4 >'ERIES 77o AUJm. avu - uvn e� se.e a 29 uan POT0002 saono NTS 4 REVISED S wllb Ibe Flolldo No.50T05 mi ��•• S ATEOF ii'C� • .. FLORIOP. • G. `� A. LYtR•! MILLER, P.E. REA 687M 202 ExrEaloa 204 ExrERlog 214 EXTERIOR(a 3/16" HS GLASS 3/16" HS GLASS ANN GLASS .090 DBPVB —. 74 .090 SGP 74 .090 SGP 74 3/16° HS GLASS 7/16" NOM. 3l16" HS GLASS 7/16" NOM. 3116" ANN GLASS 7116" NOM. 82 82 82 3/4" NOM. 3I4" NOM. 3/4" NOM. GLASS GLASS GLASS 80 BITE 80 BITE 80 BITE 54 54 54 7/16" LAMINATED GLASS TYPES G3 7116" LAMINATED GLASS TYPES G4 c2 7/16" LAMINATED GLASS TYPES G7 203 205 215 FXTERIOR 1/4" HS GLASS EXTERIOR 1/4" HS GLASS °ITE�31/4" ANN GLASS .090 DBPVB 74 .090 SOP 74 .090 SGP 74 1/4" HS GLASS 1/4" HS GLASS 1/4" ANN GLASS 9/16" NOM. 6/ 6" NOM. 9/16" NOM. 82 82 82 3/4" NOM. 3!4" OM. 3/4" NOM. GLASS GLASS GLASS 81 BITE 81 BITE 81 BITE PRODucr REVISED 54 9/16" LAMINATED GLASS TYPES G3A 54 9/16" LAMINATED GLASS TYPES G4A 54 A9/16" LAMINATED GLASS TYPES G7A as complyingwhh die Florida Bonaing bode Acccplm,ce No E?Pilati9n:Date . Alnml Dade Pmduc onlrel ,. lily] 11III/// �o ,......... . ��DENS, * ' No,68705 * ' • rsenaor arm rt.w,mz J.J. 10/11/11 C NO CHANGE THIS SHEET idNOXOM�FE34278NE ° GLAZING DETAILS i'� •'•. FCORID?;••' \�� JR 01/23/14 C2� ADDED OWING TYPESG7 MM &GM #215. a� > �" SERIES 770 ALUMINUM SGD - LMI NAl-, cr,wA+ a� P.0. BOX 1628 NOXMIS. FL 34274 ® a'�'" J0"c ° Bao770 NTS 6 d 23 °i"c°M' PG70002 ""` A. LYNN MILLER. P.E. C2 P.EJ16370g 8MC 08105M TRUSEAL 210 EXTERIO 3/16" HS GLASS .090 DBPVB — 3/16" HS GLASS — 3/" AIR SPACE 3/166" T GLASS —� 1" NOM. — 1" LAMINATED I.G. TYPES G5 211 ExTER10R 3118" HS GLASS .090 DBPVB 3116" HS GLASS —Y 1/4 "7 I �CE — 1" NOM. 212 3/16" HS GLASS EXTERIOR .090 SGP — 3/16" HS GLASS — 3/8" AIR SPACE 3/16" T GLASS — 1" NOM. 1 83 — _ W NOM. GLASS SITE 79 TRUSEAL DURASEAL SPACER 55 1" LAMINATED I.G. TYPES G6 213 3/16" HS GLASS EXTERIOR .090 SGP 31W HS GLASS 74 5/16" AIR SPACE 1/4" T GLASS — 1" NOM. T -1 3/4" NOM. GLASS BITE —USEALDURASEAL SPACERS Y1 TRUSEAL 1" LAMINATED I.G. TYPES GSA NO CHANGE THIS SHEET EXTERIOR 3/16"ANN GLASS .090 SOP — 3/16" ANN GLASS — 3!8"AIRSPACE _ 3/18" T GLASS NOM. GLASS BITE TRUSEAL DURASEAL SPACER••— oz 1" LAMINATED I.G. TYPES 38 217 MCFERIO 3/16" ANN GLASS .090 SGP // 3/16" ANN GLASS 61/4"�—TAG CE 1" NOM. 3/4" NOM. GLASS SITE 1" LAMINATED I.G. TYPES G6A HOKOMIS, FL 34276 P.O. SOX 1620 NOKOMIS, FL 34274 3/4" NOM. GLASS BITE 1" LAMINATED I.G. TYPES GBA SERIES 770 ALUMINUM SGD - LMI rtawse BMW &MVW SOD770 NTS 6 d 23 PGT0002 GLASS BITE ilia PI"ddu L%%IIIII I III/ • A, �LGENSE '•.FOP /i * N0.58705 ��1r/1/U� i r0 •' S'AEO _, A. LYNN MILLER, P.E. P,EA 68705 DESIGN PRESSUREANDANCHORAGE -UN-REINFORCED-STANDARD STILE -STANDARDASTRAGAL TABLE I. > HEAD & SILL (H&S) INTULOCK, STRAIGHT & OORNERASTRAGAL CLUSTER PLUS INTM01 DIATEANCHOR OTY. PER PANS H & S, >JANSANCHOROTY. >P.HOOKANCHOROTY. 03-7/16'LAMNAT®GLASS -(3116'HS./WB/3/16'HS.) Anchor Types: G3A - 9/16- LAMNATED GLASS - (1/4' H.S. / PVB/ 1/4' H.S.) 1) '114' 6.CO U.TRACON (FORMMY TAFCON G5. 7/16• LAMINATED W.U. - (3/16• TEAR /AIRl3(16- H.S. / P/B / 3/16- HS.) 2) -1/4' SS4 CRETE-FLEX GSA - 7/16' LAMNATED I.G.LL - (1W TEW.I AIR/ 3/16' HS. I FVB 13116' H.S.) 3) '6116' ULTPAOON G7- 7116' LAMNATE0 GLASS - (3/16• AM / SOP/ 3/16- AM) 4) 'N12 STIES. SCREW (05) G7A - 9/16' LAMNATED CLASS - (1/4- A M ISGP/1/4"ANN) 'SEEANCHJRAGENOTES 1&2ONSHEET 1. G6 - 7116' LAMNATED LIM - (3116' TEM? / AIR/ 3116" AMI.I SGP/ 3/16' ANN.) GBA.7/16'LAMMATEDLO.U- 1/4"TEaP./AIR/3/16•AML/SGP/3/16•AMI. UNIT HEIGHT 80 84 80 86 NOM PANEL FRAME U u U O 1 U o�p U ppp O WOTH SIDE cOi tZOi SSS S v N ' N a* N N Cl '- N oI •- fV �.. N GLASS TYPE -ALL ABOVE +60 -60.0 +60 -60.0 +60 -60.0 +60 -60.0 H H&S C4+1 C4+1 C4+2 C4+1 C4+1 ,4+2 C4+1 C4+1 C4+2 C4+1 C4+1 C4 +2 24tt JAMB 10 10 10 10 10 10 10 10 10 10 10 10 B P-HOOK 5 6 5 b 6 6 5 1 5 1 6 5 5 6 GLASS TYPE -ALL ABOVE +60 -60.0 +60 -60.0 +60 -60.0 +60 .60.0 C4+1 C4+1 C4+2 C4+1 C4+1 C4+2 C4+7 C4+1 C4+2 C4+1 C4+1 C4+230JAMS)10 10 10 10 10 1010 10 1D 10 10 10�PH&S -HOOK 5 6 5 6 5 6 5 6 5 6 5 6 GLASS TYPE -ALL ABOVE +60 .60.0 +60 .60.0 +60 -60.0 460. .60.0 H&S C4+1 C4+1 C4+2 C4+1 C4+1 C4+2 C4+1 C4+1 C4+2 C4+1 C4+1 C4+2 36 JAMB 10 10 10 10 10 10 10 10 10 i0 10 10 P-HOOK 5 6 5 5 5 5 6 b 5 5 5 8 GLASS TYPE -ALL ABOVE +60 .60.0 +60 -60.0 +80 -60.0 +60 -80.0 6 H&S C4+1 C4+1 C4+2 C4+1 C4+1 C4+2 C4+1 C4+1 C4+2 C4+1 C4+1 C4+2 42 }ge JAMB 1 10 1 10 10 10 10 10 10 10 1 10 10 10 10 d P-HOOK 5 1 5 .5 5 5 5 6 6 6 6 8 6 GLASS TYPE -ALL ABOVE +60 -60.0 1 +60 -60.0 +60 -60.0 +60 -60.0 q H&S C4+i 1 C4+1 04+2 C4+1 C4+1 C4+2 C4+1 Cq+1 C4+2 C4+1 I C4+1 04+2 48 I y� JAMB 10 1 10 10 1 10 1 10 110 10 10 10 10 10 d P-HOOK 5 5 5 6 0 6 6 6 6 7 7 1 7 1. POSITIVE PRESSURES IN TABLE ARE BASED ON THE USE OF THE 3114 SILL. 2. WHEN USING THE 21/2" SILL, POSITIVE WATER DP IS 46.67 PSF MAX. WHEN USING THE 4" SILL POSITIVE WATER DP IS 60.0 PSF MAX. (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 1A. 3.4", 31/4" AND 21/2" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1 1/2" SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 1 MAY BE USED WHEN THE DOOR 1S PROTECTED BY AN OVERHANG COMPLYING WITH THE FLORIDA BUILDING CODE (SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. 4. SEE SHEETS 10 THROUGH 15 FOR ANCHORAGE SPACING AND EMBEDMENT INFORMATION. 5. DOOR SIZE TO COMPLY WITH FBC EGRESS REQUIREMENTS. NO CHANGE THIS SHEET ADLO WIDTH = NOM. PANEL WIDTH - 7" DLO HEIGHT= NOM. PANEL HEIGHT - 8,26" C2 O- EXAMPLE ON SHEET 10 TABLE 1A. SILL HT. VS POS. DP SILL RISE HEIGHT (+) DESIGN LOAD FLUSH i-1/2" WA LOW 2-1/2" +46.67 PSF MED 3-1/4" +60.0PSF HIGH 4" +60.0 PSF SEE NOTES 1-3 NOKOMIS, FE 34276 NOK P.OMO, BOX 16" IS PL 3l274 SGD770 90" OUTSIDE CORNER 90' INSIDE CORNER OH LENGTH } OVERHANG OH LENGTH OH OH HEIGHT HEIGHT EQUALT01 1 QI OR GREATER SEE NOTE 3 1_ALUM_INUM SIGD -W NTS 1 7 - 23o.w o P0710002 `tt11111111 ///j Na. 5B705 '-o•'Cl- I iQj I; S ATP E A. LYNN MILLER, P.E. RF 9 68705 [DIE,9IGN PRESSURE AND ANCHORAGE- UN -REINFORCED - HEAW DUTYSTILE- STANDARD ASTRAGAL TAeLE2. &SLL(H&S)MB;LOCK&STRAIGT&CORMASTRAGALCLUSTE4FLUSN1 VMMTEANOHOROTY.FERFAF8H&S, AMBANCHORQTY. >FHJOKANtTIORQW. AnchorTypes: 4-7/16-LAMNATIDGLASS-(3/IB'FLS./SGP/3116•R8.) 07-7/10•LA1MMDGLASS-(3116-AML/SGP13/16'AML) 1)'Ile ISM FCYRACON(FORNHL.Y TAA-9/IB'LAMNATM GLASS-(IA'H.S.I SGP/11VKS.) 07A-a/IVLAk"TFDGlASS•(114•AN4./SGP/1/4'AML)- 2)'1/4-6B4CRUSI'LIX 6-7/16-LAMNAT®LO.U.-(L18.7EP.IAR/3I16•H3.ISGPI3llWHS.) G6-7/10'LANrWT®LO.U.-(3116•TF3/P./AR/3110•AML/6GP/3116•AML) 3)'N10'LLIMOON A.7/l6-LAWWtE1 LG.U.-(1/4'TEP./AR13116'H8./SOP/2118•KS. GSA- WIG' LAMNATEDIMU.-(114-TERIAR/3110'AM ISap/ 3116-AMI.) 4) Y12ST8LSCREW(G5) ' BIEANCF17RA0ENOTES 1 & 2 CN SF4�r 1. UNIT HEIGHT BO 84 90 I 9B 102 108 114 120 FRAME SIDE U 0 6 O 3 U LOi 6 �Qj 3 U $� 35 OgO a p[I S e UU5 6 N M Q�i 5 l•Iil, •CfSN UONOtvLPPNEL 0VNDTH GLASS TYPE-ALLABOVE 80.0 -60.0 00.0 -80.0 60.0 .0010 A 60.0 -60.0 60.0 •00.0 60.0 .60.0 H&SC4+1 C4+1 C6+2 C4+1 C4+1 Ce+2 C4+1 C4+1 C6+2 1 JC�+l C8+2 jk4l C0+2 C4+1 C4+1 C8+2 C4+1 C4+1 Ce+2 C4+1 C4+1 08+2 24 JAMB 10 10 10 10 10 10 10 10 10 10 12 12 12 12 12 12 12 12 12 12 RHOOK 6 6 6 6 6 6 6 6 6 6 0 a 8 8 a a 0 8 11 eGIA63IYPE-ALL PROVE 80.0 -00.D 80.0 -80.0 00,0 -60.0 .0 80.0 •80.0 80.0 -90.0 00.0 -80.0H&S C4+1 C4+1 C6+2 C4+1 C4+1 C8+2 C4+1 C4+1 C8+2 1 C8+2 C6+2 C4+1 04+1 C6+2 C4+1 C4+1 C8+2 C4+1 C4+1 CO+2 30 JPMB 10 10 10 10 10 10 10 10 10 10 12 12 12 12 12 12 12 12 12 12 6 6 e 8 B B 8 8 8 8 8 GLASS TYPE -ALL ABOVE 60.0 -60.0 80.0 .80.0 60.0 -60.0 60.0 -60.0 80.0 40.0 8D.0 -60.0 60.0 -80.0 80.0 -60.0 H&S C4+1 C4+1 CB+2 C4+1 C4+1 C8+2 Cq+1 C4+1 Ca+2 C4+1 C4+1 C6+2 C4+1 C4+1 Ce+2 C4+1 C4+1 CS+2 04+1 04+1 Ce+2 04+1 C4+1 C6+2 36 1 JAMB 10 10 10 10 10 10 10 10 1 10 10 10 10 12 12 12 12 12 12 12 12 12 12 12 12 d` P-HOOK 6 6 6 5 6 6 6 6 5 6 5 6 8 a 0 a r 6-TO 7 7 1 7 7 1 7 1 7 GLASS TYPE -ALL ABOVE 60.0 -60.0 60.0 -60.0 60.0 -60.0 60.0 -60.0 60.0 -60.0 80.0 -60.0 60.0 .60.0 60.0 -00.0 H&S C4+1 C4+1 C0+2 C4+1 C4+1 CB*2 C4+t C4N CB+2 C4+1 C4+1 C8+2 C4+1 CA+1 C8+2 C4+1 C4+1 C8+2 C4+1 C4+1 CB+2 C4+1 C4+1 C8+2 42 JAMB 10 10 10 10 10 10 10 10 10 10 10 10 12 12 12 12 12 12 12 12 12 12 12 12 P•HOOK 5 6 6 6 6 6 8 6 e a 6 0 8 8 7 7 7 7 7 7 8 0 8 a GLASS TYPE -ALL ABOVE 60.0 -60.0 60.0 -60.0 60.0 .60.0 60.0 .60.0 00.0 .80.0 1110.0 -80.0 60.0 -60.0 E0.0 -60.0 H&S C4+1 04+1 C6+2 C4+1 Ce+2 C4+1 C4+1 C8+2 C4+1 C4+1 CS+2 C4+1 C4+1 CS+2 C4+1 C4+1 C8+2 C4+1 C4+1 C8+2 C4+1 04M CB+2 48 JM E, 10 10 10 10 10 10 10 10 10 10 10 12 12 12 12 12 12 12 12 12 12 12 12 d P-HOOK 6 6 6 a 7 7 7 7 7 7 9 GLASS TYPE -ALL ABOVE 60.0 -60.0 -60.0 60.0 -60.0 BOA .60.0 PANELS OVER 48" WIDE NOT AVAILABLE OVER 96"HIGH H&8 C4+2 C4+2 C5+2 iC4+2104+21 C4+2 C6+2 C4+2 C4+2 C5+2 04+2 04+2 C5+254 JAMB0010 10 10 10 10 10 10 10P-HOOK e e a e 0 6 s 7 7 7 7 GLASS TYPE -ALL ABOVE 60.0 •60.0 -00.0 60.0 •60.0 •80.0 80 5 d� H&S C4+2 C4+2 C5+2 C6+2 C4+2 C4+2 C5+2� C4+2 C4+2 C6+2 JAMB 10 10 10 10 10 10 10 10 10 of 10 10 P-HOOK 8 0 8 8 8 8 7 7 7 7 7 6 1. POSITIVE PRESSURES IN TABLE ARE BASED ON THE USE OF THE 31/4•' SILL. 2. WHEN USING THE 21/2" SILL, POSITIVE DP IS 46.67 PSF MAX. WHEN USING THE 4- SILL POSITIVE DP IS 60.0 MAX (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 2A. 3.21/2", 31/4" AND 4- SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1 1/2" SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 2 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE FLORIDA BUILDING CODE (SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. 4. SEE SHEETS 10 THROUGH 15 FOR ANCHORAGE SPACING AND EMBEDMENT INFORMATION. S. DOOR SIZE TO COMPLY WITH FBC EGRESS REQUIREMENTS. NO NOKOMIS, FL 3427E P.O. BOX 1629 NDKOM14 FL 34274 U = EXAMPLE ON SHEET 10 TABLE 2A. SILL HT. VS POS. DP SILL RISE HEIGHT (+) DESIGN LOAD FLUSH-1.1/2' WA LOW:2.1/2' +48.67PSF MED-3.11N +60.0PSF HIGH - 4" +60.0 PSF SEENOTES 1.3 SERIES a� SGD770 A STANDARD ASTRAGAL HEAVY DUTY STILES SEE SHEET 7 OR 9 FOR 90" INSIDE & OUTSIDE CORNER DEPICTION DLO WIDTH = NOM. PANEL WIDTH - 7" DLO HEIGHT = NOM. PANEL HEIGHT - 8.25" OH LENGTH OVERHANG OH LENGTH OH OH HEIGHT HEIGHT EQUAL TO 1 1 pl OR GREATER 0 SEE NOTE 3 I ALUMINUM SGD - LMI ;Ts 8 o 23 1 o�.ro PGT0002 `��•��`r'JOENSF' F'P �: No. SSrT105 k a{b ' F1 A. LYNN MILLER, P.E. P.E.#68705 DESIGN PRESSURE AND ANCHORAGE -UN -REINFORCED -HEAVY DUTY STILE -HEAVY DUTY ASTRAGAL TABLE3. > HEAD & SILL (H&S) NTERLOCK, STRAIGHT& CORNER ASTRAGAL CLUSTER PLUS NfERMEDIATEANCHOR CITY. PER PANEL H & S, >JAMB ANCHOR OTY. >M1HOOKANCHOROTY. G4-7/16'LAMNATEO GLASS -(3116"H.S./SGP/3/18"H.S.) AOchoriypos: G4A - 9/10" LAMINATED GLASS- (1/4" H.S. / SGP/ 1/4- H.S.) 1) '114" ELCO ULTRACON (FORMERLY TAPCON) 66.7/16"LAMNATED LG.U.-(3/18' TEMP. /AR/3/10'H.S./SOP/3/18'H.S.) 2)'114'SS4 CRETEFLEC GOA-7/10' LAMNATED I.O.U.-(114-TEMP./AIR/ 3/16'H.S./SOP/3/18'H.S.) 3) -6116' ULTRACON G7-7/10"LAMINATED GLASS -(3/18"ANN. /SGP/3116'ANN.) 4)'N12 STEEL SCREW(06) G7A-9/10'LAMINATED GLASS -(1/4"ANN./SGPI1/4-ANN.) 'SEE ANCHORAGE NOTES I&2ONSHEETI. GB - 7118' LAMINATE[) LG.U. - (3/16- TEMP I AR / 3/18"ANN. / SOP / 3116' ANN.) GOA - 7116" LAMINATED LO.U. - (114-TEMP I AIR/ 3/10' ANN.1 SGP 1311 B' ANN.) UNIT H EIGHT BO 84 90 98 G U Q U O NOM. PANEL FRAME] WIDTH SIDE N V N ' O N C'1 ci M M ci C'1 C4 GLASS TYPE • ALLABOVE 90.0 -90.0 90.0 .90.0 90.0 -90.0 90.0 -90.0 o I H&S C8+2 C6+2 CB+2 C8+2 C8+2 CB+2 CB+2 CB+2 CB+2 24 $ JAMB nC6+2MC8+2�C6+�22 10 10 10 10 10 10 10 10 10 1 P-HOOK 6 1 6 5 6 1 6 6 8 1 6 18 GLASS TYPE -ALL ABOVE 90.0 -90.0 90.0 .90.0 90.0 •90.0 90.0 -90.0 E H&S C6+2 C6+2 C6+2 C8+2 C6+2 C6+2 C6+2 CS+2 C6+2 C8+2 C8+2 08+2 30 o JAMB 10 10 10 10 10 10 10 10 10 10 10 1 10 P•HOOK 8 6 6 6 1 6 8 8 1 6 7 7 7 7 GLASS TYPE -ALL ABOVE 90.0 -90.0 90.0 •90.0 90.0 -90.0 90.0 •90.0 2 H&S CB+2 C6+2 C8+2 C8+2 CB+2 C6+2 C8+2 C8+2 C8+2 C6+2 C6+2 C6+2 38 .2 JAMB 10 10 10 1D 10 10 10 10 10 10 10 10 P-HOOK 8 8 7 7 7 7 7 7 8 8 81 8 GLASS TYPE -ALL ABOVE 90.0 .90.0 90.0 -90.0 90.0 -90.0 90.0 .90.0 6 H&S C8+2 C8+2 CB+2 C8+2 CB+2 C8+2 C6+2 C8+2 C8+2 C6+2 C6+2 C8+2 42 t JAMB 10 10 10 10 10 10 10 10 10 10 10 10 P-HOOK 7 7 7 7 7 8 8 8 8 9 8 9 GLASSTYPE-ALLABOVE 90.0 -90.0 90.0 -90.0 90.0 -90.0 SEENOTEA E I H&S C6+2 C6+2 C6+2 C8+2 CB+2 C6+2 C6+2 C6+2 CB+2 08+2 C6+2 48 JAMB 10 10 10 10 10 10 10 10 10 M10 10 10 P-HOOK 8 8 8 8 8 8 9 9 9 10 I 10 d 1.POSITIVE PRESSURES IN TABLE ARE BASEU UN I HE Ust Ur I nt 4 06.L. 2. WHEN USING THE 21/2' SILL, POSITIVE DP IS 46.67 PSF MAX. AND WITH THE 31/4" SILL, POSITIVE PRESSURES IS 60.0 PSF MAX. (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 3A 3.2112', 3 1/4', AND 4" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1 1/2" SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 3 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE FLORIDA BUILDING CODE (SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. 4. SEE SHEETS 10 THROUGH 15 FOR ANCHORAGE SPACING AND EMBEDMENT INFORMATION. 5. DOOR SIZE TO COMPLY WITH FBC EGRESS REQUIREMENTS. THIS SHEET C2 90" OUTSIDE CORNER NOTE N. +1- 90.0 PSr rum GLASS TYPES 4, 4A, 6, 6A, 7A, 8 & 8A; +/--87.1 FOR GLASS TYPE 7. TABLE 3A SILL HT. VS POS. DP SILL RISE HEIGHT (+} DESIGN LOAD FLUSH-1-1/2" WA LOW-2-1/0, +48.67 PSF MED - 3-1/4" + 00.0 PSF HIGH -4" +90.0PSF SEE NOTES 1-3 90" INSIDE CORNER OH LENGTH 4 OVERHANG OH LENGTH OH OH HEIGHT HEIGHT Ir EQUAL TO 1 1 01 OR GREATER SEE NOTE 3 NOKOMI3. FL 31P76 I SERIES 770 ALUMINUM SGD - LMI P.O. BOX 1628 e"�y„k s� NOKOMIS, FL S4274 SGonp NTS 1 9 d 23 PGT0002 40M. PANEL WIDTH - 7' NOM. PANEL HEIGHT - 8,26" FloiWo t11111111/� C��i��i ��.�`T�.•�`pENSF•''•F'P ��i `!c • No.58705 TE 0 ' .. FL0R0P•'�G�� 'IC�-SSA O11N 1A1� A. LYNN VILLER, P.E P.EN 68706 ANCHORAGE REQUIREMENTS NOTES: 1. APPROVED ANCHOR TYPES: 1)1/4" ELCO ULTRACON (FORMERLY TAPCON) 2)1/4" ELCO SS4 CRETE-FLEX 3) 5/16" ULTRACON 4) #12 STEEL SCREW (G6) 2. ANCHOR LOCATION SPACING FOR ANCHOR OI IANTITIPR RPPnIRIRn Inl TART =a 4_•A cure — HEAD & SILL ................ W MAX. FROM FRAME CORNERS. USE SPECIFIED CLUSTER FROM APPROPRIATE TABLES, SHTS. 7.9 AT EACH INTERLOCK AND STRAIGHT AND CORNER ASTRAGAL LOCATION, PLUS SPECIFIED QUANTITY OF ADDITIONAL INTERMEDIATE ANCHORS PER PANEL (THE 8" FROM CORNER ANCHORS CAN BE INCLUDED). ADDITIONAL ANCHORS 24" MAX. O.C. SEE EXAMPLE ANCHORAGE PLANS BELOW AND EXAMPLE CLUSTERS AT ASTRAGAL, INTERLOCK & 90" CORNER ON SHT.11-12. JAMBS & P-HOOKS... 6" MAX. FROM BOTTOM AND 21" MAX. O.C. UTILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES, SHTS, 7-9. SEE P-HOOK ANCHOR DETAILS ON SHEETS 14-15. ANCHORS PER PANEL" ARE 8" MAX. INTERLOCK ASTRAGAL INTERIOR THOSE AT THE HEAD AND SILL 3.5" CENTERLINE TECENTERLINE AX SEE CLUSR DET., SHT.11 8x M "�.�.�.�.�+ 8" MAX I BETWEEN CLUSTERS OR THOSE _ TYP I BETWEEN A CLUSTER AND A ° 4.06.- ° of inff FRAME JAMB OR P-HOOK. 2.04" 4.051" I 0 3.6" j EXAMPLE OXX ANCHORAGE PLAN: C4 + 2 HEAD & SILL ANCHORAGE (3 PANEL 2-TRACK EXAMPLE SHOWN) = (14) ANCHORS TOTAL TYP• (3) _ — ^ — _ PANEL, 48" x 96" DOOR FROM TABLE 1, SHT. 7, ANCHOR TYPES 2 & 4 IN WOOD SUBSTRATE EXTERIOR — - SEE CLUSTER DETAILS, SHT.11 j4i� 24" INTERLOCK MAX. CENTERLINE O.C. EXTERIOR 6" SEE NOTE BELOW (7) P-HOOK 14" ANCHORS O 6" C4+2 & CORNERS = (20) ANCHORS TOTAL AT HEAD AND AT SILL SEE TYP. JAMB CLUSTER DETAIL BELOW 2 I C4 2 C4 2 C4 2 x I i MAX ]—® r a MAX• mx x 10' MAX. a 3,• x x x- MAX' x- x x x x� x 6"M, x ® ®JAX x=FRAME ANCHORS xx 21 MAX. AX. ® a ®. a a = P-HOOK ANCHORS x a ® 3" MAX. x x a 100MAX, x x ® x x x x x x x x x x 6" M4 20 (10) " ANCHORS O.C. PER JAMB (SEE SHEET 13 FOR CLUSTER O.C. SPACING ml + � f .. " x x I x � �x24" MAX. O.C. I 5" T 3.YP. I 8" MAX., TYP. L~ 90° CORNER of complying f REVISED Florlda EXAMPLE OX-90° OUTSIDE CORNER-XO CORNER ANCHORAGE PLAN: nundlnSCW. cceplancoNo L•xpllnlipnLlnt (4) PANEL, 60" x 96" DOOR FROM TABLE 2, SHT. 8, ANCHOR TYPE 1 & 2 IN CONCRETE SUBSTRATE , .11innil Undo Produot Comp` SEE CLUSTER DETAILS INTERLOCK CENTERLINE SHT.11 r — 8" MAX. 0 0 4.051" MIN. O.C. ° ° 3.5" 2.04" NOTE: SEE DETAILS S & T ON SHEET 14 & DETAILS TYPICAL JAMB CLUSTER FOR DETAILS SEE CLUSTER DETAILS, SHT.12 RARA x. KIAI nhl QUMCT AG CnD o U^^V A Wnuno° M. N, O, P.0 & R •dANCHORAGE SPACING AEXAMPLE PbNOXOMIS R. S4276 me P.o. eox I67S SERIES 770 ALUMINUM SGD - LMI NOXOMIS, FL 34274 ® e uobd* �` °"0 A ftA` SOO770 NTS f0 a 23 1 PGT0002 y ...... M/(t� �� it • 40.66705 _ ATE 7�77755'I ONA, A. LYNN MILLER, P.E. REA 68705 INT ASTRAGAL OR — INTERLOCK CENTERLINE 3.5 1.75 R F4,051 2.040 3.5 2-TRACK, ASTRAGAL INTERLOCK 1NCHOR CLUSTER -C4 ASTRAGAL OR INT. INTERLOCK — CENTERLINE 3.5 ANCHOR CLUSTER- C4 INT. ASTRAGAL OR INTERLOCK CENTERLINE 3.5 o� 2.040 4.051 7 2-TRACK. ASTRAGAL / INTERLOCK ANCHOR CLUSTER - C5 INT. ASTRAGAL OR INTERLOCK CENTERLINE 3.6 1,75 4.051 °�2.040 7 I 2-TRACK, ASTRAGAL / INTERLOCK 1NCHOR CLUSTER - C6 ASTRAGAL R INT. INTERLOCK INT. 7 3.5 R2.04.0494 0 3-TRACK. ASTRAGAL / INTERLOCK ANCHOR CLUSTER - CO NOTE: ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. ALL DIMENSIONS SHOWN ARE IN INCHES. ASTRAGAL OR INT. ASTRAGA ASTRAGAL INT. INT. INTERLOCK INTERLOCK INTERLOCK CENTERLINE CENTERLINE CENTERLINE 1.75 3.5 3.5 3,5 MODUCTRVISED as wmplylug wllh Ill@ Fludd@ IIt, d,ig Cade 2 Acaptm•teN11 ` 4.046 2040. 2.040 Er.ULallonDato/ 2 64'L 6.388 4046 2.040 a71nm Dndo� pcoGoetC@mral� 0 0 +++Iilllll/// 4-TRACK. ASTRAGAL / INTERLOCK 4-TRACK. ASTRAGAL / INTERLOCK 4-TRACK. ASTRAGAL / INTERLOCK ANCHOR CLUSTER - C4 ANCHOR CLUSTER - C5 ANCHOR CLUSTER - C6 o. 58705 r Nts' f�. ATE"�FJJ p10/11/11 R c NocHaNCETHISSHEET f 07NOxMIS, FL 3427 P.O. eqx lag NOXOMl9. FL 34274 ® ANCHORAWMPLECLUSTERS%OOR10P•''(�� '/�'/SS/ONA� L P.E.tl 687pYIM RS P£ JR O1/P3/i4 n Cz NO CHANGES TO THIS SHEET }D` SERIES 770 ALUMINUM SGD - LMIA. ° "� a, 3, SMC p,m OH/05'N8 o� 8p 0 NTS ll d 23 & PGT0002 C2 EX7 11 z- I KAUA, au- INSWt UURNER SIMILAR (OPPOSITE) 2-TRACK 90° OUTSIDE CORNER SIMIU 1.1 ANCHOR CLUSTER - C4 ANCHOR CLUSTER - C6 USED FOR C5 AND C6 II I 2.04 3.889 NOTE: ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED, ALL DIMENSIONS SHOWN ARE IN INCHES. o04 1s•rvu�c r wsnsnu 3.889 m camplying with the Flurida Building Coda o EiCT Acttplmuo No 2 Bxpi dvn.Dalo —', 2.04 By usiCan6ol Ctd)_u.a�� ICI Irrtrll I 'lllm AadU oProd•---, EXT. 3.5 3-TRACK, 90° OUTSIDE CORNER SHOWN, 4-TRACK, 90° INSIDE CORNER SHOWN, 3-TRACK, 90° INSIDE CORNER SIMILAR (OPPOSITE) 4-TRACK, 90° OUTSIDE CORNER SIMILAR (OPPOSITE) C-6 ANCHOR CLUSTER REQUIRED C-8 ANCHOR CLUSTER REQUIRED `�� •''�GENSF'' ;FP AT ALL 3-TRACK CORNERS AT ALL 4-TRACK CORNERS >< N,, 58705 stenos,: of xawwe: " o •'. � r roirvrr c xoCHANGE THIS SHEET DRIVE ANCHORL4GE, EXAMPLE CLUSTERS ', ��cFLORID.. .; (, f0707BCNNOIOOY JR. 0_/23H4 c2 xocHaGEsTOrxrsswEr NOICOMI$FL34275 nw SERIES 770ALUMINUM SGD-LMI �''SS;ONA%- P.O BQX 1528 a.nnes: oma; o•n: N.X.O B Fl.34274LkG. 1vdt �' snec A LYNN MILLER, P.E. sdre 08/05V, SGOn0 NTS i2 d 23 PG7Y)002 C2 p,Ep 68705 21/16'O.C. 2X WOOD BUCK TYP., SEE ANCHOR NOTE 3, SHT. I SEE CHART, SHT. I ONCRETE SEE CHART, SHT. I 1" MIN. I 21116"O.C. I 21/i6"O.C.TYP E.D. TYP. 1" MIN. 2 1/16" O.C. Typ. E.D. TYP. TYP. EXT SEE CHART EXT. 1318"MIN. 13/8 MIN. SHT. 1 J L> • 114!' Or EXT MAX MAX. J FIE" 1 1/4" 1 7 11-11 11"11 11, T7T SHIM MAX. SHIM If TWOOD ANCHOR TYP., SEE ANCHOR NOTE Z SHT. I SHIM DETAIL A. 2-TRACK FRAME HEAD DETAIL B. 3-TRACK FRAME HEAD LCONCRETE ANCHOR TYP WOOD INSTALLATION WOOD INSTALLATION DETAIL C. 2-TRACK FRAME HEAD WOOD ANCHOR TYP., SEE ANCHOR NOTE 2, SHT. I 2XWOOD BUCK TYP., CONCRETE INSTALLATION SEE ANCHOR SEE ANCH.NOTE 3, NOTE 5 SHT. 1 SHT. 1 (1/4- MAX.) SEEANCO2 1/E1E6"AON.0 OTYR P NOTE6SHT. SOTE5S&T. HI NHI w as 1 (1/4" MAXI (114"MAX) EXT. 13/8"MIN. EXT. 2 1/16" 1" MIN 13/81, MIN, O.C., TYP. E.D., TYP. 2x WOOD BUCK 21/16" 1" MIN DETAIL E. 2-TRACK FRAME SILL TYP., E.D., WOOD INSTALLATION SEE ANCHOR 0.C., TYP. TYP. NOTE 3, SHT, 1 DETAIL F. 3-TRACK FRAME SILL CONCRETE ANCHOR TYP., WOOD INSTALLATION SEE ANCHOR SEE ANCHOR NOTE I SHT 1 2 Ill 6" O.C., TYP NOTE 5 SHT. 1 (1/4!' MAX.)ri h [-CONCRETE I SEE ANCHOR NOTE 1, SHT. I A SEE CHART SHT. 1 DETAIL D, 3-TRACK FRAME HEAD CONCRETE INSTALLATION \\/Ix WOOD BUCK TYP., SEE ANCHOR NOTE 3, SHT. I HAI SHT. SEE CHART, SHT.1 DETAIL G. 2-TRACK FRAME SILL CONCRETE INSTALLATION 1" MIN E.D., 13/8"MIN. :I: SEE CHART EXT. SHT. I EXT. WOOD ANCHOR TYP SEE ANCHOR NOTE 2, SHT. 1 21116" DETAIL 1, 4-TRACK FRAME HEAD O.C., TYP. SEE CHART, SHT. I WOOD INSTALLATION DETAIL H, 3-TRACK FRAME SILL /2.WOOD BUCK TYP., PRODUCrIlEVISED CONCRETE INSTALLATION WOODANCHORTYP., oscomplyrnamilb file Ff oddo CONCRETE Buildillacodo SEE NOTE 3. SHT. 1 SEE CHART, SHT. SEE ANCHOR NOTE 2, AmpimcoNol. !� SEE ANCHOR SHT. I J!K piniD/Aop na 202 NOTE 6, SHT. I SEE CHART (1/4' MAX) SHT. I MY mfj� EXT. 1318" MIN. .......... &// v .... .. A MIN 2 1116" O.G', TYP. EX(T. 111v-O.C.'Typ. E. a., CONCRETE ANCHOR TYP., SEE ANCHOR NOTE 1, SHT. I o. 58'I05 DETAIL K, 4-TRACK FRAME SILL TYP. DETAIL J. 4-TRACK FRAME HEAD WOOD INSTALLATION ov S 'LT L tW -1 CONCRETE INSTALLATION J.J. 10/11/11 c NO CHANGE THIS SHEET ANCHORAGE -DETAILS 755w. 1070 TECHROLOOYDRIVE NOXOMIA FL 34276 7- JR NO CHWOES TO THIS sHEEr IGRIVI P.O. SOX 16" SERIES 770 ALUMINUM SGD - LMI �7— A. LYNN MILLER, P.E. w;;rw-. --r7NTS 1' 123 J"PGT0002 02 PzAwcs smo N090MIA FL $4274 [�T- 13 CONCRETE ANCHOR TYP., SEE NOTE 1, SHT.1 SEE CHART -� 21/16" O.C.• SEE ANCHOR TYP. ONCRETE - -j 1/4" MAX. SHIM SHT.1 1/4" MAX. SHIM - NOTE 5, SHT. 1 SEE CHART EXT. I I I (1/4" MAX.) � SHT.1 .h •. ' ; SEE CHART EXT. SHT.1 :+:; •.�. t..:.,;. �,..:; x:/: } ?. CONCRETE ANCHOR i. i i ::• •�: t: j�.•: : \:. �. i 21/18° TYP., SEE EXT. +.. .:' 'ci> ::::. ?; �, . %rr' ." : j., �, O.C., ANCHOR SEE CHART, SHT 1 NOTE 1, DETAIL L. 4-TRACK FRAME SILL "•',!"': SHT.1 CONCRETE INSTALLATION CONCRETE ANCHOR ,� c 1 3/8"MIN. 1"MIN. TYP., SEEMASONRY � DET, 1/4" MAX. SHIM �+- EXT 1 3/8" MIN. ANCHOR 1/4" MAX. SHIM -�I NOTE 1, :i' •:. • WOOD EXT. I WOOD 1^ SHT.1 ;•• ;: ANCHOR TYP., SEE ANCHOR MIN. 1/4" MAX SHIM - ANCHOR TYP., SEE EXT NOTE 2, ANCHOR 21/16" NOTE 2, DETAIL 0, 4-TRACK FRAME JAMB CONCRETE ANCHOR SHT. 1 SHT. 1 O,C., TYP. CONCRETE INSTALLATION TYP., SEE 2X WOOD 1 3/8"MIN. ANCHOR BUCK /4" MAX SHIM NOTE 1, SEE EXT. I �IIFFI,„ SHT.1 ANCHOR 2 1116" NOTE 3. DETAIL N. 2-TRACK FRAME JAMB O.C.. TYP. SHT. 1 WOOD INSTALLATION WOOD ANCHOR TYP.. SEE ANCHOR DETAIL 1-4-TRACK FRAME JAMB NOTE 2, WOOD INSTALLATION WOOD FRAMING SHT. 1 P-HOOK MOUNTING ADAPTOR 1 3/8" MIN. ANCHORS LOCATED MID -SPAN �] BETWEEN P-HOOK INSTALLATION ANCHORS DETAIL 1" MIN.inl-3. 1 3/4" MIN. NCHOR HOR NOTE 2, SHT. 1. QTY. FROM TABLES 2.693" MIN. S. 7-9 PERTAIN TO EXT. THIS ANCHOR LOCATION, DETAIL S, P-HOOK WOOD INSTALLATION NO CHANGE THIS SHEET 1" MIN. 2.04" �• ; SEE CHART ".. SHT, 1 � _J-L r6 21/16' --qt 4.061" O.C., TYP. MIN. �;..;. O.C. :,•� 3.5" • •,-.; TYPICAL JAMB_OLUSTER FOR DETAILS r?: + M.N.0.P.OBR SEE CHART SHT.1 SEE CHART SHT.1 t' 21/16" -C' O.C., TYP. --2X WOOD BUCK SEEANCHOR 21/16" NOTE 3, SHT. A S C DETAIL R. 3-TRACK FRAME JAMB O.C., TYP. CONCRETE INSTALLATION SEE CHART, SHT.1 P-HOOK MOUNTING ADAPTOR ANCHORS LOCATED MID -SPAN ' "' "' ''•�'{ ;'; BETWEEN P-HOOK FRAME JAMB ' :'r INSTALLATION ANCHORS LATION ;.;•;',i k ;:f!� 'CONCRETE/MASONRY (GROUTED BLOCK ONLY) +"-f , j ' • / ; SEE CHART, 11/4"MIN. SHT.1 P.O. BOX J62S NOXOMIS, FL S4274 7 ` SEE ANCHOR NOTE 2, SHT. 1. EXT. ANCHOR QTY. FROM TABLES 1-3. SHTS. 7-9 PERTAIN TO 2.693" MIN. THIS ANCHOR LOCATION, DETAILT, P-HOOK CONCRETE INSTALLATION ANCHORAGE DETAILS SERIES 770 ALUMINUM SGD - LMI SOO770 NTS 14 - 29 14 PGT0002 e�,��s J�iv{ PlotiJa No 2. 'J N0.68705 W ��'•. 3 ATE 0 : � i T''•.. FCOR\OP•'' G' � A. LYNN MILLER, P.E. P.E.0 68705 WOOD P-HOOK MOUNTING FRAMING 1 3/8" MIN. P-HOOK MOUNTING ADAPTOR ANCHORS LOCATED MID -SPAN SEE CHART, SHT.1 ONCRETE / MASONRY (GROUTED BLOCK ONLY) �' ',4:.i, .•i•. ADAPTOR ANCHORS �— 7 — BETWEEN P-HOOK : ;; •r; { �.. LOCATED MID -SPAN INSTALLATION ANCHORS % 1 c %�:: ;.•.,' ^ �; y',;,; ' BETWEEN P-HOOK ;i: e::•�': ".�'�;• '., f INSTALLATION ANCHORS •'� ^ %• �!�! ti t. "'!..a •SEE CHART, 1"MIN. 1 3/4" MIN. 1 1/4 MIN. — _�— .. _ —._ ....... , i'. ` ^' '' ' n "' SHT.1 .t°:=.'��:�=•, < }:• -'"- "WOOD ANCHOR SEE ANCHOR NOTE 2, BHT.1. ANCHOR QTY, FROM TABLES 1-3, SHTS. 7-9 PERTAIN TO THIS ANCHOR LOCATION, 2.693" MIN. DETAIL MM, P-HOOK FOR BOX RISER WOOD INSTALLATION DETAIL V, BHT.18, ANCHORAGE DETAILS'N a &'C', BHT.13 e DLO WIDTH = NOM. PANEL WIDTH -7" DETAIL'U', BHT.18, DLO HEIGHT = NOM. PANEL HEIGHT - 8.25" ANCHORAGE DETAILS'E' &'G', SHT.13 XX-90° CORNER-XX (2 TRACK INSIDE 90° CORNER) INT. 'SEE APPLICABLE ASTRAGAL & INTERLOCK PER DP TABLES ------=------------ PANEL ii PANEL „ PANEL PANEL III TYPE rl TYPE II TYPE TYPE o IN i o QS' i i 'AS' K' III IA II Ilr In II nI re � II III �� I A �• I I i i e n SEE III 1 u nI a NOTE 3, BHT, Ilr IA 11 III lu 11 1b II A•==-ee--d 6�veee°odl �— SEE ANCHOR NOTE 2, SHT.1. ANCHOR CITY. FROM TABLES 1-3, SHTS. 7-9 PERTAIN TO Tc THIS ANCHOR LOCATION, 2.693" MIN. DETAIL NN. P-HOOK FOR BOX RISER CONCRETE INSTALLATION ) X 1.60" PH SMS PANEL CORNER DETAIL DETAIL'EE', SHT.19, #8 X 1.001, ANCHORAGEDETAILS'N' PH! &'P', SHT.14 'BB', SHT.19 EXT. /- DETAIL'KK', BHT. 20 HORIZONTAL SECTION B-B CHANGE THIS SHEET ANCHORAGE DETAILS/ fOfOTECNNOL00YDRlVB 7114NGES TO THIS SHEET NOKOMIS, FL 54275 TQ1 P.O. SqX 452q SERIES 770 ALUMINUM NOXOMIS, FL 34274 ® Benno _ NTS 16 a 23 REVISED u IvidUhe Florida �VIJI' ``555111111!i!!, A�� FRAME CORNER DETAIL �t 14n,58705 = a OF��:••�w� �,,�• S -Is XAMPLE ELEVATIO ";,, & ONA111 \, Er A. LYNN MILLER. P.E P.E.q 6BTn5 3D - LMI °M1nM` PGT0002 ^0i C2 TAI DETAIL'CV, SHT. 19 DETAIL'BB', SHT.10 NOTES: DETA IL'FP, SHT.19, DETAIL'EE', SHT.19, DETAIL'V', SHT.18, ANCHORAGE DETAIL'N' & ANCHORAGE P% SHT.14 ANCHORAGE DETAILS N' DETAILS'A' &'P', SHT.14 &'C', SHT.13 PANEL PANEL PANEL PANEL TYPE TYPE TYPE TYPE R' 'L' 'D' 'A' M S SEE D NOTE TAB 3 a i a O X X X YL T. P LES DETAIL'U', SHT.18, SEE FRAME & ANCHORAGE DETAILS'E' PANEL CORNER OXXX (2 TRACK) &'G', SHT.13 CONSTRUCTION DETAILS SHT. 15 EXAMPLE DETAIL -CC!, SHT.19 DETAIL'BB', SHT.19 DETAIL'DD', SHT.19, DETAIL AA', SHT.19, ANCHORAGE DETAILS'Q' ANCHORAGE DETAILS'S' &'r, &'R', SHT.14 SHT. 14,'MM' &'NN', SHT.15 DETAIL'X', SHT.18, ANCHORAGE DETAILS'B' &'0'. SHT.13 PANEL PANEL PANEL PANEL TYPE TYPE TYPE TYPE R' L' 'M' IF, kx IT. POCKET I UNDER SEPARATE IF ILES SEE APPROVAL NOTE a3 � a O X X X VXXXp(3 TRACKRiGHI PuurtI) UCIHIL"YY �m."lo,- EXAMPLE ANCHORAGE DETAILS? &'R. SHT.13 am Bs,C ' i0/1 i/f i NO CHANGETHI3 SHEET 1. SEE SHT.17 FOR INDIVIDUAL PANEL CONFIGURATIONS AS APPLICABLE. PLEASE SEE DP CHARTS FOR MAX PANEL HEIGHT AND WIDTH. PLEASE SEE SHTS.18-20 FOR SECTION DETAILS AND SHTS. 7-15 FOR ANCHORAGE DETAILS. 2. DLO WIDTH - NOM. PANEL WIDTH - 7 DLO HEIGHT= NOM. PANEL HEIGHT- 8.25" 3. (1) LOCK (ITEMS 70 & 107-110) AT EACH LOCKSTILE, LOCKING INTO KEEPER (ITEM 103) AT FRAME JAMB OR ASTRAGAL. 4. PLEASE SEE APPLICABLE ASTRAGAL & INTERLOCK COMBINATIONS PER DP TABLES. Ar NOXOMIS i1. $4275 P.O. BOX luo NOXOMIS FL S4274 --- --- --- ------- -- PANEL ,a PANEL ii PANEL PANEL A n1 TYPE In TYPE II TYPE TYPE iii A' i v 'CS' i i QS' K' III 15 11 M III la II 11 1 1 0 A I I I I I 1 0 1 1 H • • SE 11 II D1 rtI1 SEE TAB In9oo Iiii1 IiiiI 3NOTE a �IiII1i1iIiiI1 iw1IiI1I � � a ---------I Ise------- ANCHORAGE DETAILS'N &'C, SHT.13A IL'EE', SHT.19, ANCHORAGE OETAILS'N' &'P', SHT.14 T. DETAILB EPLES TB' EXT. XX-90° CORNER-XX (2 TRACK DETAIL'U', SHT. 18, HORIZONTAL SECTION A -A ANCHORAGE DETAILS 'IT 900OUTSIDE CORNER) - EXAMPLE &'G', SHT.13 DETAIL'BB', SHT.19 DETAIL'HH', SHT.19, DETAIL'Z, SHT.18, ANCHORAGE DETAILS'M' ANCHORAGE DETAILS T &'O', SHT.14 &'J', SHT.13 PANEL PANEL PANEL PANEL TYPE TYPE TYPE TYPE MA H1 BE SEE TABI NOTE a3 X X X X ES DETAIL'Y', SHT. 18, XXXX (4 TRACK BY-PASS) ANCHORAGE DETAILS W EXAMPLE SHT.13 &'L', SHT.14 SERIES 770 ALUMINUM SGD - LMI sSOD770 NTS 1S a 23 1 PGT0002 RSVISSD g whil Ih° Aloddo L'(NN 411t .......... X : No.56705 ��''•. FlOR1�P•'��j�'? A. LYNN MILLER P.E. P.EJI 68705 PANEL LETTER NOTE: 1. SEE DP TABLES FOR PANEL WIDTH & APPLICABLE ASTRAGAL & INTERLOCKS. 4 INTERIOR (ALL PANEL TYPES) EXTERIOR FIXED LOCKSnCE , f reoXrM LOCKSTILE ASTRAGAL L IN TINGLE INTERLOCK SINGLE INTERLOCK TRLL FIXED LOCKSME Cs CORNER SINGLE RECEIVER INTERLOCK FIXED LOCXED Sc SINGLE CORNER INTERLOCK RECEIVER ASTRAGAL OUT Qs CORNER SINGLE LOCKSME INTERLOCK ASTRAGAL IN SQ SINGLE CORNER INTERLOCK LOCKSTILB ASTRAGAL OUT AS CORNER SINGLE RECEIVER INTERLOCK SINGLE INTERLOCK SA SINGLE CORNER INTERLOCK RECEIVER SINGLE INTERLOCK %'� C/ CORNER SINGLE LOCKSTILE INTERLOCK ASTRAGAL IN /C SINGLE CORNER INTERLOCK LOCKSTILE SINGLE ® INTERLOCK CF CORNER FIXED RECEIVER LOCKSTILE SINGLE INTERLOCK FC FIXED --�-I CORNER LOCKSME RECEIVER g SINGLE INTERLOCK pP SINGLE FIXED INTERLOCK LOCKSTILE PRODUCT REVISED as complying w 111 Nc jrlarlda Eanein callo Aoeeplaaco ft 7 . —Q Esplmllo.�Dplo. Z� MimulDekPro uctCamrol 1111.11111 + LOCKSTILE RR FIXED SINGLE LOCKS7ILE INTERLOCK C cocxsnLE • C LOCKSTILE LOCKSTILE ONy 1,YNN `�a•�••'�ICCNSF'•.F'P* N0.58705 1 %�` ''•. PLO... / t ` A. LYNN MILER P E MEN1 $705 ® SINGLE INTERLOCK ASTRUAGAI.t5l $1276 ® PANEL TYPES f070TEC8NOLO0YDRNE NOKOMLS• FL P.0.8QXf520 NOXOMIS R.3417� me SERIES 770 ALUMINUM SGD - LMI y�.,s,r SG0770 Tyr N1"S eie.e 17 a 23 o..rvx. PGT0002 �: C2 SILL RISERS OPTIONS 19 EXT. 1.66r FLUSH BOX SILL RISER 18 EXT 1.68r FLUSH FLAT SILL RISER DETAIL FIXED PAN-' SH06 DETAIL'U' FIXED PA? SHO LOW BOX SILL RISER 20 2.665' EXT. LOW FLAT SILL RISER DETAIL'W' 23 3.305' EXT. J MEDIUM BOX SILL RISER 22 3.3105' EXT. I. MEDIUM FLAT SILL RISER 71XED PAft SHOT 24 4.05V EXT. HIGH BOX SILL RISER 25 4.056' EXT. HIGH FLAT SILL RISER DETAIL'Y' aEXTERIOR INTERIOR (ALL VERT. SECTIONS) w5l E 63 DETAIL'LL' SCREEN AT HEAD VERTICAL SECTIONDETAILS OTUCNNOLOOYMM HOKOMI9, R. 34275 rer SERIES 770 ALUMINUM SGD - LMI PA. Bqx 1d29 NOKOMI3, tz 34274 ® s m o ;Ts 8 d zs Pcr0002 DETAIL'MM' SCREEN AT SILL Flurida 'o; • aGENSF No.58705 5�, Si Fo i O,� FCOR\Op'r' (9 A LY�0AILLER vit PXX 66705 DETAIL'BB' UC I AIL "AA' NO CHANGE THIS SHEET HEAVY DUTY ASTRAGAL AND STILES 14 6 Z 103 113 16 DETAIL'EE' 6 60 OR 61 113 100 105 AT MIDSPAN DETAIL'DD' (FIXED PANEL) 4 INTERIOR (ALL HORIZ. SECTIONS) N5 EXTERIOR `ITEM 61 SHOWN, ITEM 60 ALSO APPLICABLE, SEE TABLES 1-3, SHTS. 7-9 FOR DP (PSF) ASSOCIATED WITH STILE NOKOMIS FL 34275 P.O. BOX 16" NOKOMI3, FL 34214 60 OR 81 103 113 14 5 � 60 OR 61 6 17 113 106 105 i,E� DETAIL'HH' AT MIDSPAN DETAIL'FF' (FIXED PANEL) AT JAMB DETAIL'GG' (FIXED PANEL) m. SERIES 770 ALUMINUM SGD - LMI son 18'NTS I 19 d 23 1 PGT0002 C C 60 OR 61 vv DETAIL'II' .ODUCT RL complying ei,.. __. , wrlJo ivaing Coda 4,—n i No.68705 CO • G.` ss/ONAI; A. LYNN MILLER, P.E. P.Ell WN 5 7 11 11 7 5 DETAIL 'JJ' DETAIL 'KK' (90G OUTSIDE CORNER, 2-TRACK SHOWN) (90G INSIDE CORNER, 2 TRACK SHOWN) N0.58T015 7 onk rtmaw max ��'• G S ATE �7I�� 1�: J.J. 10/11/11 C NO CHANGE THIS SHEET HORIZONTAL SEC THIS CORNERS f070 TECHNOLOGYDRNE JR 01/23H4 C2 NO CHANGES TO THIS SHEEP NOKOMM PL 3l278 "c i� sSl0NXX- �? SERIES 770ALUMINUM SGD - LMI 77/I �,'%P.O.sox162s e.wme a7 HOKOMI5 fL 3427�Ry. sA. LY AiILLER, P.E. VaW SGD770 NTS-. 20 a23 PGT0002 Cz PAX 68105 40 4310 612258 SCREEN SIDE RAIL -LOCKSTILE 41 7LOCKWGSK SCREEN LOCKSET 42 41818 SCREEN KEEPER SPACER SET 43 0152 681,12 SCREEN INTERLOCK ADAPTER 44 4428 64428 SCREEN DOUBLE INTERLOCK 45 4317 612258 SCREEN TOP RAIL 48 4318 612257 SCREEN BOTTOM RAIL 47 668 7SRAZ STANDARDROLLER 48 668 7SRAX STANDARD ROLLER -ST.STL 49 4344 64344 SCREEN ASTRAGAL 6o 17349 617349 ON3 SCREEN ASTRAGALADAPTER 51 1692 81692 SCREEN SPLINE-.185 52 1694 61894 SCREEN SPLINE-.150 53 61816MO SCREEN CLOTH 54 1725 1/2" a 4" a 1116' SITTING BLOCK 55 1728 1' X4" X 1/16" SITTING BLOCK 202 GLASS 7/18 LAMINATED HT -HT PVB 203 GLASS 9/18 LAMINATED HT -HT PVB 204 GLASS 17118 LAMINATED HT.HT SOP 205 GLASS 9/10 LAMINATED HT -HT SOP NOTE: ALL ALUMINUM = 6063-T6 NO CHANGE THIS SHEET REM POT D,vg.9 POT.N Descdpilon .00 17325 617325 PANEL STILE 61 17326 617328 PANEL STILE (HEAVY DUTY) 62 17327 817327 INTERLOCK ADAPTOR 63 1225 STP248 VINYL BULB WSTP. -THIN ONSIDE INTERLDC 0 64 1729 71720 SILL END WEATHERSTRIP PAD 65 17328 817328 INTERLOCK SCREW COVER 67 17329 617329 ASTRAGAL 68 17330 617339 HEAVY DUTY ASTRAGAL 69 17324 617324 TOP $ BOTTOM RAIL 70 17350 417350 WEATHERSTRIP EXTENSION ONJECTION MOLDED) 71 1695 71695 1 U2" X 1" XY4" HIGH FIN SEAL DUST PLUGS 72 8153 76153X TANDEM ST. STL ROLLER ASSY. 73 8163 78153N TANDEM NYLON ROLLER ASSY. 74 SILICONE DOW 899 OR 995 76 8185 78185X GEMINI MORTICE 3PLY DUAL LOCK WILONG TRIM PLATE 76 71032XIFPFX 41032 X1' FL SS SCREW W/ TYPE `P TIP 77 7103239 1032 STEEL ZINC U-NUT 78 17358 617358 3118 S 114 OGEE BEAD HORIZONTAL 79 17357 017357 1' IG BEAD HORIZONTAL 80 17359 017359 7116 BEAD HORIZONTAL 81 17300 617360 W18 BEADHORIZONTAL 82 1224 6TP247K MNYLBULBWEATHERSTMP 83 1 IGTAPE 1/2"X1116' SINGLE SIDE ADHESIVE TAPE FOR 10BEAD 100 8052 48052 ROLLER ADJ. HOLE PLUG 101 72087 JAMBBUMPER 102 1698 71698 DUSTPLUO 103 8186 7818OX 1" KEEPER 104 653 7SDKEEP SCREEN LOCK KEEPER 105 17344 617344 FIXED PANEL CUP - S"LONO 106 17352 017352 EXTERIOR FIXED PANEL RETAINER 107 1739 Z1739 HANDLE IOT- INTERIOR RAISED WITH THUMB TURN 108 1740 71740 HANDLE KIT- RAISED EXTERIOR HANDLE 109 1731 78102SN HANDLE KIT- RECESSED INTEMR WITH THUMS TURN 110 1732 78178 RAN OLEW- RECESSED EXTERIOR PULL III 710X34PPSDAX !NO X314" PH..PN. TEK - S.S. 112 1235 07318 WSTP,.270 X.170-FIN SEAL 113 1712 64080 .187 X.230 FiNSEAL 114 710)015PPX N10X112' 116 710XPPT B10X1" 116 720XIX #14-20 X1"ST. STL 117 72DXI12X N14.20 X 1.5" ST. STL 118 17338 617336 CORNERRECEIVER 119 17337 617337 OLITSIDECORNERASTRAGAL 120 1733E 6117338 INSIDE CORNER ASTRAGAL 210 GLASS LAMINATED 1031i8T•7116LAMINATED HT -HT PVB 211 GLASS LAMINATED IG 114T-?Ile LAMINATED HT -HT PVB 212 GLASS LAMINATED 1G3116T-7116LAMINATED HT -HT SOP 213 GLASS LAMINATED 10 114T-7116 LAMINATED HT -HT SOP 214 GLASS 7116 LAMINATEOANN-ANN SOP 215 GLASS 9116 LAMINA7EOANN-ANN SOP 216 GLASS LAMINA7EDIG 311ST-71181AMINATEOANN,ANNSOP 217 GLASS LA'MATED IG114T•7118LAMINATED ANN-ANNSOP NOXOMIA FL 3075 Ra 00X 1629 SERIES 770_ALUMINUM S_GD - LMI NOXOMI$ a 34274 V(L�. ISOD770 NTS 21 d 23 A.�a PG7D002 (11e Floridn �7111111111/I Yt ' 14o. 58705 ' �p0' S ATE O�1 '•��: �'7A7s1�NAL so' A. LYNN MILLER, P.E. PAN68705 1.303" 0,718"r '--r i0s 0.325" 0.0500.779" 0.062" 0.082" 0.284" - F083--1 1,050" 0.752" 0.289" 0.050" 0.080" INTERLOCK SCREW COVER FRAME SCREW COVER GLAZING BEAD (SINGLE) SILL TRACK (65) MAT'L:6063-TO (5) MAT'F: 06346 (78) MATL:6063T6 (11)MAT'L:6063-T6 3.8D2° +{ 1.163"U-L 0,885" 0,233" 0.062" P-HOOK SCREW COVER 0.080""� (29) MAT'L:6063-T6 1.003" 0.75 0.050° GLAZING BEAD (LG.) FIXED PANEL CLIP (79)MATL'6063T6 (1 5)MAT 1.645" r 0.080° r 1.86 0,708" 1.162" 1.739" FIXED PANEL RETAINER INTERLOCK (106) MATL: 6063-TB (62)MATL: 6083-16 2.304" -+ 0.79 0,062" P-HOOK MOUNTING ADAPTOR (28) MATL: 6063T6 P-HOOK FOR BOX RISER HEAVY DUTY ASTRAGAL 3,802" STANDARD ASTRAGAL (30) MATL: 6063 T6 STANDARD MATL• ASTRAGAL (68) MAT'L• 8063T6 j� 4.126" 4• 0.574"0.062"0.075" 4" .[f4" 10 P-HOOK (26) MATL: 6083T6 3.126" 3.25" STANDARD STILE 3.125" TOP/BOTTOM BOTTOM RAIL (60) MATL: 6063-T6 HEAVY DUTY STILE (60) MATL: 6063-T6 -+ 1,872" r- 0,232" (61) MATL: 6063-T6 0,750" -y 0.750" -1 0.082"::�1.019" T�7" SCREEN STI� 0.232" 0.062" --� �-- 0.062"-FED' (40)MATL:6063-TB o.062" i1�- PRODUCTREVISED FLUSH FLAT SILL RISER 0.232" ascwnplying Milli the Florida 0.760" BoildIng cado (18) MAT'L: 6063-T6 Acceptnnro No 0.232" nDate C' g 4.055" 3.305" 3.955" Mind Dade Product Ca-"nlroi 2.555" 0.062" 3.205" 2.455° ��I111111/l// 1.667 ��` 1�ON• DENS A7//��i�� 0.062" ►II.- 0.062" -cif+- 0.062" -CIF+- No.58705 HIGH BOX SILL RISER MEDIUM BOX SILL RISER LOW BOX SILL RISER FLUSH BOX SILL RISER LOW FLAT SILL RISER MED. FLAT SILL RISER HIGH FLAT SILL RISER _ (24) MAT'L: 6063-TB (23) MAT'L: 6063-T6 (21)MATL: 0063 TB (19) MAT'L: 6063-T6 (20) MATL-6063-T6 (22) MATL: 6063-TO (25) MATL: 6063T6 t (� . LC rsn.der. e.ra a°.b p„}p,c ��Q•'• STATE �•' Gij J.J. 10/11/11 C NO CHANGE THIS SHEET %� F<ORIOP.•' \_�� f0707ECHNOLOOYDRNE EXTRUSIONS JR . 0a/zs/14 C2 NO CHANOES70THfS SHEET N Pv B'QX76 SERIES 770_ALUMINUM SGD - LMI `''SiS,I�NAL SMC 01 06N0 a� oe�a NOHOMIS, FL3C274 600770 Nr$ 2 °r 23 o»+n PG7D002 C2 A. L NN REA 68705 P.E. � 8.562" Ft."06 1 211„ 1.505" . 0.080" 2-TRACK HEAD (1 MATL: 6063-T6 4-TRACK SILL (10) MATL: 6063-TB 6,198" _-T 1.211' 0.081" 2-TRACK HEAD W/ SCREEN TRACK (2) MAT'L: 8063-T6 8.528" 1.505" 0.080" 3 TRACK SILL (9) MAT'L: 6063-TB 6.221" t7.105" 1.605" 1.211" 0.080"2 TRACK SILL W/SCREEN TRACK .8 MAT'L:606:-7 3-TRACK HEAD (3) MATL: 6063-TB 1.046' 1,993° I 0.062" SCREEN TOP RAIL (45) MATL: 6063-T6 0.875" 1. i- L o.ofiz^ SCREEN BTM. RAIL (46) MATL: 608346 9.142" 4A9" 1.211" 6 I0.082-TRACKSLL 5" 4-TRACK HEAD 0.081" (7) MATL 6063 T8 (4) MAT'L' 0063-T6 Et6.621" 11.• 4" INSIDE CORNER ASTRAGAL (120) MAT'L:6063-T6 OUTSIDE CORNER ASTRAGAL (119) MA7'L.6063-T6 P. NOXOM19,0.80X 11 3 1628 , CORNER RECEIVER (118) MATL:6063-T8 SERIES .s.Mot sonn0 3 TRACK JAMB (16) MAT'L: 0063-T6 4-TRACK JAMB (17) MAT'L:6063-T6 5" 1.36" 0.081" 6.069" 2-TRACK JAMB (14) MATL: 6063 TB NTS 1 23 d 23 1 PGT0002 2-TRACK JAMB W/ SCREEN TRACK (15) MATL: 6083-T6 I LYNN � ��. �I,ICENSF ••IFn �: ` No.58706 so 5RA E F1 SNz ZONAL E�G��` A.LY'AUII.66 PE REX 68705 MIAMI•DADE MIAMI—DARE COUNTY, FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315 2590 F (786) 315 2599 NOTICE OF ACCEPTANCE (NOA) wwnv miamidade /economy.• CGI Windows & Doors 10100 NW 25 Street Miami, Fl. 33172 SCOPE. This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section 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 bel v. The Miami -Dade County Product Control Section (In Miami -Dade County) and/ or the AHJ (it her than Miami -Dade County) reserve the right to have this product or material tested for quality as e p poses. ' If this product or material fails to perform in the accepted manner, the manufacturer will in t ense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such pro eriai within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determi d by iami-Dade County Product Control Section that this product or material fails to meet the requirern I plicable building code. This product is approved as described herein, and has been designed to ctfilply ith the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: "Series 238" Aluminum Project Out Window - L.M.I. 46 APPROVAL DOCUMENT: Drawing No. W99-04, titled "Series-238 Alu sheets 1, 1.1, 2, 3, 4, 5, 5.1, 6 acid 7 of 9, dated 01/21/99 with revision "G" dated M Farooq Corporation, signed and sealed by Javad Ahmad, P. E., bearing the Miam Control Section Renewal stamp with the Notice of Acceptance number and Expiral Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Window", 'ed by AI- Ey Product re Miami - LIMITATIONS: Glass lites wider than 36" shall have two setting blocks per FBC requirements. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. REVISION 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 renews NOA No. 12-0214.05 and consists of this page I 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. M1AMt•DADE COUtJTY NOA No. 13-0606.05 E { �� Expiration Date: October 31, 2018 Approval Date: August 15, 2013 q I Page 1 CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Sub»rifted under previous NOA No. 08-1010.03) 2. Drawing No. W99-04, titled "Series 238 Alum. Project -Out Window", sheets 01, 01.1, 02, 03, 04, 05, 05.1, 06 and 07 of 09, dated 01/21/99 with revision "G" dated 07/31/13, prepared by Al Farooq Corporation, signed and sealed by Javad Ahmad, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 201-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, Type "BA' hinged window, Grade 10, per FBC 2411 3.2.1, TAS 202-94, per ASTM F 588-04, AAMA 1302.5-04 and CAWM 301-04 along with marked -up drawings and installation diagram of aluminum casement, project --out and fixed windows, prepared by Hurricane Test Laboratory, Inc., Test Reports No.'s HTL-0080-0301-07 and HTL-0080-0905-07, dated 08/08/08, all signed and sealed by Vinu J. Abraham, P. E. (Submitted under previous NOA No. 081010.03) 2. 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 rip drawings and installation diagram of an aluminum project out window, prepared by Hurricane Engineering & Testing, Inc. Reports No.'s HE' TI-08 2143, HETI-08 2144, HETI-07-4298 and HETI-07-4287, ' dated 06/27/08 and 07/17/08, all signed and sealed by Candido F. Font, P.E. (Submitted under pr evious NOA No. 08 1010. 03) 3. Test reports on: 1) Air Infiltration Test, per SFBC, PA 202 94 2) Uniform Static Air Pressure Test, Loading per SFBC, PA 202-94 3) Water Resistance Test, per SFBC, PA 202 94 4) Forced Entry Test, Type "B-A" hinged window, Grade 10, per SFBC 2411 3.2.1, PA 202 94, per ASTM F 588-94 and per AAMA 1302.5-76 Test "A" 3.1.1 through 3.113 Test "C" along with marked up drawings and installation diagram of aluminum casement, project -out and fixed windows, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-1055 and FTL-1019, dated 10/18/94, signed and sealed by Yamil Kuri, P. E. (Submitted under previous NOA No. 96-0717.04) / 4 . 1 Jaime D. Gascon, P. E. Product Coutrol Section Supervisor NOA No.13-4606.05 Expiration Date: October 31, 2018 Approval Date: August 15, 2013 E-1 CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 4. Test reports on: 1) Large Missile Impact Test per SFBC, PA 201-94, 2) Cyclic Wind Pressure Loading per SFBC, PA 203-94, along with marked -up drawings and installation diagram of an aluminum casement Window, prepared by Hurricane Test Laboratory, Inc., Test Reports No.'s HTL-0080-0303 96 and HTL-0080-1107-98, dated 09/08/96 and 12/23/98, all signed and sealed by Timothy S. Marshall, P.E. (Submitted undef•p)evioals NOA's No.'s 96-0717.04 and 99-0329.02) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2010, prepared by Al Farooq Corporation, dated 02/01/12, signed and sealed by Javad Ahmad, P. E. (Scrbfuitted under previous NOA No. 12-02-14.05) 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No.11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas® Interlayer" dated 08/25111, expiring on 01114/17. 2. Notice of Acceptance No.12-1231.08 issued to Eastman Chemical Company (MA) for their "Saflex CP - Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 03128/13, expiring on 12/11/18. 3. Notice of Acceptance No.12-1231.10 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 03/28/13, expiring on 05/21/16. F. STATEMENTS 1. Statement letter of no financial interest, conformance and complying with FBC-2010, issued by Al Farooq Corporation, dated 05/06/13, signed and sealed by Javad Ahmad, P. E. 1. Laboratory compliance letters for Test Reports No.'s HTL-0080-0301-07 and HTL-0080-0905-07, issued by Hurricane Test Laboratory, Inc., dated 08/08/08, all signed and seated by Vinu J. Abraham, P. E. (Srrbrr:itted rti:rler•previozis NOA No. 08 1010.03) Jaime D. Gascou, P. E. Product Control Section Supervisor NOA No.13- 0606.05 Expiration Date: October 31, 2018 Approval Date: August 15, 2013 E-2 CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 2. Laboratory compliance letters for Test Reports No.'s HETI 08 2143, HETI-08 2144, HETI-07-4298 and HETI-07-4287, issued by Hurricane Engineering & Testing, Inc., dated 06/27/08 and 07/17/08, all signed and sealed by Candido F. Font, P. E. (Submitted under previous NOA No. 08 1010.03) 3. Laboratory compliance letters for Test Reports No.'s FT1-1055 and FT1,1019, issued by Fenestration Testing Laboratory, Inc., dated 10/18/94, signed and sealed by Y'amil Kuri, P. E. (Sttbntitted under pr evious NOA No. 96-0717. 04) 4. Laboratory compliance letters for Test Reports No.'s HTL-0080-0303-96 and HTL- 0080-1107 98, issued by Hurricane Test Laboratory, Inc., dated 09/08/96 and 12/23/98, all signed and sealed by Timothy S. Marshall, P. E. (Submitted under previous NOA's No.'s 96-0717.04 and 99-0329.02) G. OTHERS 1. Notice of Acceptance No. 12-0214.05, issued to CGI Windows & Doors for their "Series 238 Aluminum Project —Out Window -- L.M.I.", approved on 05/03/12 and expiring on 10/31/13. .Jaime D. Gascon, . E. Product Control Section Supervisor NOA No.13-0606.05 Expiration Date: October 31, 2018 E-3 Approval Date: August 15, 2013 a O a F W EXTERIOR INSTRUCTIONS: USE CHARTS AS FOLLOWS. GEN-ERAL IVINDOTY SECTIONS ��..ANGE I'RAME 'STEP T DETERMINE DESIGN WIND LOAD REQUIREMENT BASEO ON WIND VELOCITY, BLDG. HEIGHT, WIND ZONE USING APPLICABLE ASCE 7 STANDARD. STEP 2 SEE CHARTS ON SHEETS 3 AND 4 FOR DESIGN LOAD CAPACITY OF DESIRED CLASS SIZE/TYPE. STEP 3 USING CHART ON SHEET 6 SELECT ANCHOR OPTION WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP I ABOVE. STEP 4 IF ALUMINUM BUCK SYSTEM IS USED USE CHART ON SHEET 7 TO DETERMINE CAPACITY. STEP 5 THE LOWEST VALUE RESULTING FROM STEPS 2, 3 AND 4 SHALL APPLY TO ENTIRE SYSTEM. NOTES: THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO MOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. PRODUCT RENEWED as complying with the Florida Dulldhlacodc ;:J 7 _ �/ AmptallcoNo t -7�_�C,�fJO� p Bx3iltefiopnolo.1cT( 07-1120'10 Meml Dad FOR MULLION/MULTIPLE UNITS, REFER TO SEPARATE CC] MULLION N.O.A. THESE WINDOWS ARE RATEDTOR LARGE MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. Cm FLA. PE 170592 CAN, 536 AU 22013 m _ Z F 0 a 6 a� 011w 00�l 146 " -- gffl n Droning no. W99-04 , i WINDOW WIDTH ,emu rENERAL. WINDOW SECTIONS Iw o F.A A . LEG PRAM VENT YADTH 'v m wW-1 I/2° ro 3 z D.L OPG. 0 YNI-6 1/2" 4 to� 6° MAX. TYP. ga go —FEADSILL7 I CORNERS A 1D $ O [J U OSNUBBER / \ 0 o e ii/ itIT / IT li I \ g J z ----------------^ 14 1/2.. B 6. .� - ... _ MAX. MAX. ~j N ... 10° OR_jr_ FOR GLASS TYPES, SEE SHEET 6 w O w SURFACE APPLIED REFER 70 FOR CAPACITY FALSE HUNTINS a 0 � 6 SHEETS 3 AND 4. OPTIONAL a M IA TYPICAL ELEVATION n 7 2 J D.L. OPG. D.L. OPG. 2 1/2° IA (EQUAL LEG FRAME) N M u O In , VENT WIDTH VENT IYIDTH 3/4° N Za Br Z w WINDOW YAOTH WINDOW WIDTH I 30 .� EXTERIOR O o n a. O J 3 2 0 6 MAXIM MULTI POINT LOCK O CAM LOCKS 9A BY 'TRUTH' u 9 2 LOCK POINTS ALT. TO CAM LOCKS O— ALL SIZES OMAx. wow. LocK B WIDTH POINTS Mac- En9r: 63384° 4 JAVAD AHMAD CML FLA. PE 70592 c PRODUCFRriNUWLD CAN. 538 }. as ceegd}'h,p wiQt the Flotilla v Duildirg (A de AccIpIM1111 Gxpimt nlluur�%2�23 O drawing no. DY �i.�--�.,• �- W99-04 Mimni Dade Product ConttoT3 A f Ir 1 2013 f1UD sheet t.tof 7 ALL FRAME AND VENT CORNERS TO BE SEALED WITH GE SILPRUF OR EQUN. CORNER KEY CORNER KEY .060 THICK ST. STEEL .062 THICK ALUMINUM FIANGE FRAME VENT (5/16" LAM. GLASS) EQUAL LEG FRAME I VENT (INSUL. LAM. GLASS) ITEM PART 8 QUANTITY I DESCRIPTION MATBRML MANP./SUPPLIER/RBMARKS 1 C01-373 4 IFLANGE FRAME 6063-TS INDALEX OR EQUIV. IA CGI-397 4 EQUAL LEO.FRAME 6083-T6 INDALEX OR EQUN. 2 CC1-376 4 _ VENT (5/76" WA. CLASS) - - 6083-T6 INDALEX OR EQUN, 28 CGI-381 4 VENT (INSUL. LAM. GLASS) 6053-T6 INDALEX OR EOUN. 2C CCI-J65 4 VENT (7/16" WA. GLASS) 6063-TO INDALEX OR EOUN. 3 CCI-375 4 OGEE GLAZING BEAD 6063-TS INOALEX OR EQUIV. 3A CGI-396 4 SQUARE OL42ING BEAD 6063-T5 INDALEX OR EQUIV. 4 - 4 .060 THICK CORNER KEY ALUMINUM - 5 - 8 .060 THICK CORNER KEY ST. STEEL - 6 AP-425 AS REQO. FRAME WEATHERSTRIPPING SCHLEGEL APTUS 7 0200 X190 AS REQO. VENT WEATHERSTRIPPING SCHLEGEL Q-LON B 35-10-00-101 2/ VENT 4 BAR HINGE, AT JAMBS STEEL TRUTH. ATTACHED W/ (8) 88 X 3/8' SS SMS 9 24-13-00-202 2/ VENT FACE MOUNT LOCK STEEL TRUTH, ATTACHED W/ (2) 88 X 3/8' SMS 9A - 2/ VENT MULTI POINT LOCK 10 - 2/ VENT .110 THICK LOCK KEEPER, AT FRAME JAMB FACING LOCK STEEL CGI, ATTACHED W/ (2) 810 X 3/8- SS SIAS I1 - 2/ CORNER FRAME AND VENT ASSEMBLY SCREWS 810 X 1-1/4- SS SMS PRODUCrR1?NI1WPD w mrnylYIn6 wid1111e Fioridm A!,cfpildingCmW Acc:.PtIS N' 1. )d'p.JmlipgUet 202�j Miami Dodc Product ConhoU VENT (7/16" LAM. GLASS) r---._..._.....__. .754 383 F71 6 6 0 �— .617 �f5 CGI-375: OGEE GLAZING STOP 2 753 ~ .808 .830 0 0 'emss .{— _J. 817 y c°�' CGI-396: SQUARE GLAZING STOP i o D 2 N ! 0 ji drawing no. IAIDO_FlA AUG 0 i 2013 3/16" ANN. CLASS ANN. GLASS .090 Saflex Clear and Color Of... Intedoyer By Eaelmon Chemical Co. (MA) .090 Sallex Clear and Color Class Interloyer INTERLAYERS •075 Sollax CP-Sollax and Sollez HP Compostite Glass By Eastman Chemical Co. (MA) Interloyer With PET Core By Eastman Chemical Co. (MA) 090 DuPont SentryGlos Interloyer 1�ANNl GLASS � By E.I. DuPont De Nemoum & Co. Inc. SILICONE / 3/16' ANN. CLASS Z GE-1200 5/16" NOMINAL GLASS TYPE '2' 7/16" NOMINAL GLASS TYPE '3' 899 -3/16" HEAT STREN'D GLASS .090 Sa9ox Clear and Color Class Interloyer By Eoslmon Chemical Co. (MA) INTERLAYERS .075 Sell' CP-Sollax and Sollax HP Compostite Class Interloyer With PET Coro By Eastman Chemical Go. (MA) 090 DuPont SentryGlos Interloyer By E.I. DuPont Oe Nemoure & Co. Inc. --•3/16' HEAT STREN'D GLASS SQUARE DEAD :I I OPTIONAL I I SILICONE ALL CLASS TYPES GE-1200 DOH 995 !1 !� DOW 899 I. 7/16" NOMINAL GLASS TYPE '13' PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUREAS REQUIRED RUM TO SHEETS 5 7HRU 7 FOR INSTALLATION DETAILS PERFORMANCE VALUES OF IMPACT RESISTANT NINDOIYS NO SHUTTERS REQUIRED REFER TO SHEETS 5 THRU 7 FOR INSTALLATION DETAILS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS REQUIRED REFER TO SHEETS 5 THRU 7 FOR INSTALLATION DETAILS ITINDOIT DIMS. GLASS TYPE '8' GLASS TYPE '3' GLASS TYPE ''0' WINDOW DIMS. GLASS TYPE '2' GLASS TYPE '3' GLASS TYPE '6' WINDOW DIMS. GLASS TYPE '3' GLASS TYPE '3' GLASS TYPE '0' WIDTH HEIGHT EXT. (+) INT. (-) IXT. (+) INT. (-) EXT. (+) I INT. (-) WIDTH HEIGI4T EXT. (+) W. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) WIDTH HEIGHT EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) 1. 24' 28" 30, 36" 1. 48' 54' 60' 66' 72' 78' 84' I1o.0 195.0 110.0 195.0 110.0 195.0 48, 24' 28" 30, 36" 42' 110.0 121.4 110.0 f95.0 110.0 195.0 10-1/8" 1 26" 38-3/8" 50-5/8' 63" 74-f/4" 110.0 195.0 110.0 195.0 110.0 195.0 110.0 195.0 110.0 195.0 110.0 195.0 104A IOCI 110.0 195.0 110.0 120.0 110.0 190.6 110.0 195.0 110.0 I95.0 110.0 194.3 110.0 195.0 110.0 195.0 97.1 97.1 110.0- 120.0 110.0 144.5 110.0 195.0 110.0 195.0 110.0 161.9 110.0 f95.0 110.0 195.0 80.9 80.9 110.0 _195;0 120.0 _11010_ 110.0 120.0 104.2 104.2 110.0 195.0 110.0 195.0 110.0 138.8 110.0 195.0 If0.0 195.0 69.4 69.4 110.0 120.0 110.0 120.0 63.0 63.0 110.0 195.0 110.0 120.0 110.0 121.4 110.0 Illy _ 110.0 195.0 54" 48" 24' 28' 30, 36' 60.7 f07.9 60.7 107.9 110.0 710.0 120.0 195.0 110.0 110.0 120.0 - 195,0 26-1/2" 26' 38-3/8' 50-5/8' 83" 74-1/4' 110.0 195.0 110.0 195.0 110.0 195.0 107.9 107.9 _110.0 195.0 110.0 I95.0 110.0 1J7.5 110.0 195.0 110.0 195.0 95.4 95.4 110.0 195.0 110.0 120.0 92.5 92.5 110.0 120.0 110.0 120.0 104.3 104.3 110.0 195.0 110.0 195.0 73.4 73.4 110.0 120.0 110.0 120.0 88.3 86.3 110.0 120.0 170.0 120.0 77.9 77.9 110.0 120.0 110.0 120.0 56.1 56.1 110.0 120.0 110.0 120.0 71.9 71.9 110.0 120.0 110.0 120.0 46.6 46.6 110.0 120.0 110.0 120.0 43.8 43.8 1f0.0 120.0 110.0 120.0 60• 42' 1. 28' 30" 61.7 95.4 61.7 95.4 110.0 110.0 120.0 195.0 110.0 110.0 120.0 120.0 37' 26' 38-3/8" 50-5/8' 83' 110.0 145.4 110.0 195.0 110.0 111 34.9 34.9 110.0 120.0 110.0 120.0 98.5 98.5 110.0 194.5 1f0.0 120.0 30" 24" 28' 30' 36" 1. 48" 54' so" • 66" 72' 78' 110.0 194.3 110.0 195.0 110.0 195.0 83.3 83.3 110.0 120.0 110.0 120.0 74.7 74.7 110.0 120.0 110.0 120.0 110.0 166.5 110.0 195.0 110.0 195.0 77.7 77.7� 110.0 120.0 110.0 120.0 60.0 60.0 110.0 120.0 110.0 120.0 110.0 155.4 110.0 195.0_ 110.0 195.0 66' 36" 24° 28` 64.8 64.8 73.4 110.0 110.0 120.0 120.0 110.0 110.0 120.0 120.0 42" 26' 38-3/8" 50-5/8" 110.0 128.1 1 110.0 1 195.0 110.0 195.0 110.0 _ 129.5 110.0 195.0 110.0 195.0 88.8 86.8 110.0 120.0 110.0 120.0 110.0 111.0 110.0 195.0 1tO.0 195.0 _73.4 64.2 64.2 110.0 120.0 110.D 120.0 65.8 65.8 110.0 120.0 110.0 120.1 97.1 97.1 110.0 125.0 110.0 120.0 . 30" 24' '.60.6 58.1 60.6 56.1 110.0 - 110.0 120.0 120.0 110.0 110.0 120.0 120.0 53-1/8' 26" 38-3/8" 101.3 101.3 110.0 195.0 110.0 120 .0 86.3 86.3 110.0 120.0 110.0 120.0 B8.8 68.6 110.0 120.0 110.0 120.6 77.7 77.7 110.0 120.0 110.0 120.0 72' 1 78" 84' 28" 48.9 48.9 110.0 120.0 110.0 120.0 30" 46.0 46.0 110.0 120.0 110.0 120.0 24" 43.8 43.8 110.0 120.0 110.0 120.0 29" 38.1 38.1 110.0 120.0 110.0 120.0 30" - 110.0 120.0 - - 24" 34.9 34.9 110.0 120.0 110.0 120.0 28' - 110.0 120.0 - NOTE: GLASS CAPACITIES ON THIS SHEET ARE PRODUCTRITNEWED BASED ON ASTM E1300-04 (3 SEC. GUSTS) AslvinplyingwlalIIlaFlorida AND FLORIDA BUILDING COMMISSION UnildinS Code _�6 o�.O5 DECLARATORY STATEMENT DCA05-DEC-219 Acreplouco 1, EHpinlifop Dat. 7.F /7 wg E.g. JAVAD ANLUD NOTE: , �" c �71y1 CML 13�. �6•. ,C....T-..FLA PE j 70502 LOAD/AREA LIMITS Mimni Dodo Product canrtal-�C.A.H. S FOR +110.0. -120.0 PSF = 16.34 SQ. FT. +110.0. -195.0 PSF = 10.00 SQ. FT. AUGq AG t 2013 60.8 60.6 110.0 1 120.0 110.0 120.0 46.0 46.0 110.0 120.0 110.0 1 120.0 - - 110.0 120.0 - - 36' 24' 28" 30' 38" 42" 48' 54" so" 110.0 161.9 110.0 195.0 Ina 110.0 138.8 110.0 _ 195.0 _110.0 110.0 195.0 110.0 129.5 1fO.0 195.0 110.0 195.0 107.9 107.9 110.0 195.0 110.0 195.0 92.5 92.5 IfO.o 120.0 1fo.0 120.0 80.9 80.9 110.0 120.0 110.0 120.0 71.9 71.9 110.0 120.0 110.0 120.0 64.8 64.8 110.0 120.0 110.0 120.0 1. 24' 26° 30' 36" 42' 48' 54' 110.0 _ 138.8 110.0 196.0 110.0 195.0 tti.o _ iis.s 11D.D tss.o tto.a 1s5.o 110.0 111.0 110.0 195.0 110.0 195.0 92.5 92.5 110.0 120.0 110.0 120.0 79.3 79-3 110.0 1200. 110.0 120.0 69.4 69.4 110.0 120.0 t1D.0 120.0 61.7 61.7 110.0 120.0 110.0 120.0 O m z 3 n w o U) a G O° w Of 3 NMm O nM co f33 a Z Z LJ 0 w 00 drawing no. W99-04 ILMr. UL b AIR SPACE 1/11","ANN. GLASS090 Sollex Clear and Color Glass InteRayer By Eastman Chemical Co. (MA) RLAL 075 Sollex CP-Sollex and Soflez HP Composlile Class Inlerloyer With PET Care Byy Eastman Chemical Co. (MA) 090 DuPont SentryGlas Inlerloyer By E.1. DuPont Do Nemoure & Co. Inc. 1/8' ANN. GLASS 995 899 3/4" INSULATED GLASS TYPE '2A' 1/8" TEMP. GLASS AIR SPACE 1/8' TEMP. CLASS .090 Saflox Clear and Color Gloss Inlerloyor By Eastman Chemical Co. (MA) INTERLAYERS .075 Saflex CP-Sollex and Sallex HP Compostite Glass Inlerloyer With PET Core By Eastman Chemical Co. (MA) 090 DuPont SentryGlas Inlerloyer By EJ. DuPont Ds Nemoure & Co. Inc. SQUARE BEAD 1/8" TEMP. GLASS OPTIONAL ALL GLASS TYPES i SILICONE I. G£-1200Dv 95 i I DON 899 AIR SPACE. CONSISTING OF: SPACER• l i METAL SPACER AROUND 3/4" INSULATED THE PERIMETER OF THE GLASS. ("7.AGc mvaP -RA' PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS REOUIREO REFER TO SHEETS 5 THRU 7 FOR INSTALLATION DETAILS ------------ PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS REQUIRED REFER TO SHEETS 5 THRU 7 FOR INSTALLATION DETAILS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS REQUIRED REFER TO SHEETS 5 THRU 7 FOR INSTALLATION DETAILS WINDOW DIMS. GLASS TYPE '2A' GLASS TYPE '3A' WINDOW DIMS. GLASS TYPE '2A' CLASS TYPE '3A' WINDOW. DIMS. GLASS TYPE '2A' GLASS TYPE '3A' WIDTH HEIGHT EXT. (+) I INT. (-) EXT. (+) INT. (-) WIDTH HEIGHT EXT. (+) 1NT. (-) EXT. (+) )MT. (-) WIDTH HEIGHT EXT. (+) INT. (-)I EXT. (+) INT. (-) 24" 24" 7.8' 30" 36" 42" 48' 54" 60" 66 72" 78' 84' 1f0.0 195.0 110.0 195.0 48" 24' 28' 30" 36" 42" 110.0 121.4 110.0 195.0 19-1/8" 26" 38-3/8" 50-5/8" 63, 74-1/4" 110.0 195.0 110.0 195.0 110.0 195.0 110.0 195.0 104.1 104.1 110.0 120.0 110.0 190.6 110.0 195.0 1f0.0 194.3 110.0 195.0 97.1 97.1 110.0 120.0 110.0 144.6 110.0 195.0 110.0 161.9 110.0 195.0 80.9 80.9 110.0 120.0 104.2 104.2 110.0 195.0 110.0 138.8 110.0 f95.0 69.4 89.4 710.0 120.0 63.0 63.0 110.0 120.0 110.0 121.4 110.0 195.0 54" 48" 24° 28" 30" 36" 60.7 107.9 60.7 107.9 110.0 110.0 118.4 195.0 26-1/2' 28" 38-3/8" 50-5/8" 63" 74-1/4" 110.0 195.0 110.0 195.0 107.9 107.9 110.0 195.0- 110.0 137.5 110.0 195.0 95.4 95.4 110.0 120.0 92.5 92.5 110.0 120.0 f04.3 f04.3 110.0 195.0 73.4 73.4 110.0 120.0 86.3 .- 88.3 110.0 126.0 77.9 77.9 110.0 120.0 56.1 56.1 109.3 109.3 71. 771.9 110.0 120.0 48.8 46.6 90.9 90.9 43.8 43.8 85.4 85.4 60" {2' 24" 28" 30" 81.7 95.4 61.7 95.4 110.0 110.0 120.0 120.0 37' 26' 38-3/8" 50-5/8" 83" 110.0 145.4 110.0 195.0 34.9 34.9 68.0 68.0 98.5 98.5 110.0 120.0 30, 24' 28' 30" 36" 42" 48' 54' 60' 88' 72" 78' 110.0 194.J 110.0 195.0 83.3 83.3 110.0 120.0 74.7 74.7 110.0 120.0 110.0 188.5 110.0 195.0 77.7 77.7 110.0 120.0 60.0 60.0 110.0 117.0 110.0 155.4 110.0 195.0 66" 38" 24' 28' 64.8 73.4 64.8 1 73.4 110.0 110.0 12D.0 120.0 42" 26' 38-3/8" 50-5/8' 110.0 128.1 110.0 195.0 110.0 129.5 110.0 195,0 86.e 86.8 1t0.0 t20.O 1f0.0 111.0 110.0 195.0 64.2 64.2 110.0 _ 120.0 65.8 65.8 110.0 120.0 97.1 97.1 110.0 _ 120.0 72' 78" 84" 30' 24' 28' 30° 24" 28' 24" _ -60.6 S8.1 48.9 46.0 43.8 38.1 34.9 60.6 110.0 118.2 26' 101.3 101.3 1f0.0 T20.0 50.1 109.3 109.3 SJ-1/e" 38-3/8" 68.6 88.6 110.0 120.0 48.9 95.3 95.3 46.0 89.8 89.8 43.8 85.M1 85.4 38.1 7M1.3 74.3 34.9 88.0 68.0 pP.UDUCTILGNE%,JED R4co:1lp1ylu8,vLdIItwSolid% BuildingCnda /1?J.."060fj, QC' AccaptaNcaNI /2018 pxpjfo��`�n pal PY' NOTE: h11�ip0deproductCoutioi'-� LOAD/AREA LIMITS FOR +110.0, -120.0 PSF = 16.34 SQ. FT. +110.0, -195.0 PSF = 10.00 SQ. FT. 88.3 88.3 110.0 120.0 77.7 77.7 110.0 f20.0 60.6 60.6 f 10.0 1 18.2 46.0 46.0 89.8 89.8 - - - 36' 24" 28" 30" J6" 42" 48' 54" 60' 110.0 161.9 110.0 195.0 110.0 138.8 110.0 195.0 110.0 129.5 110.0 195.0 107.9 107.9 110.0 _ 195.0 92.5 92.5 110.0 120.0 80.9 80.9 110.0 120.0 71.9 71.9 110.0 120.0 64.8 64.8 110.0 120.0 42" 24' 29" 30' 36- 42" 48" 54' 110.0 138.8 110.0 195.0 110.0 118.9 110.0 195.0 110.0 111.0 1i0.0 195.0 92.5 92.5 110.0 120.0 79.3 79.3 110.0 1 120.0 69.4 69.4 110.0 120.0 61.7 Gf.7 110.0 120.0 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 AUG 4'17013 Z 9. g" 00 i O 0 G av1 0 R cl HOC U4 ILz�'�4L 3 0 0 m Z e 0 O x n p a' 0NIt t M C3 N ZZCN 0 W 30� w mod Ln U .- M O r o N � S drawing no. W99-04 .INSTALLATION CONDITIONS FLANGE FRAM (APPLIES TO ALL FOUR SID).3 FOR ANCHOR PERFORMANCE VALUES SEE SHEET 6 TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION SEALANT 2 1/8" ,' MIN 2—I/2' MIN. INSTALLATION TYPE '1' WOOD BUCK TYPE 'I' MAT R A : PRESSURE TREATED TYPICAL INSTALLATION D TAI ON ALL FOUR SIDES/USING WOOD TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION 1 3/8- SEALANT N 2 7/8' e v a I o• BUCK INSTALLATION DY OTHERS INSTALLATION TYPE -3WOOD BUCK TYPE ' `i MWER181,: PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDEVUSING WOOD SEE SHEET 6 FOR DESCRIPTION INSTALLATION TYPE '2' WOOD BUCK TYPE '2' MATERIAL: PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES/USING WOOD TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION SEALANT d BUCK INSTALLATION BY OTHERS I' MIN. INSTALLATION TYPE 'A' WOOD BUCK TYPE 'b' MATERIAL: PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES/USING WOOD ALUM CHANNEL 3/4- X 1' X 3/4" X 1/8- 2-1/2- LONG AT ANCHOR LOCATIONS I WOOD BUCKS NOT BY CGI CORP., MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER 1 ALT. ANCHOR LOCATION THEM TO THE BUILDING STRUCTURE. WITH SHEAR CLIP PRODUCr RRNI!W[D ns canq,lYlnB t'dtit dtu Flaridn Acc.11lattca i•: 1(c 44?O f1S i>tpitaLtanYpa! \ byre-2*��..• Miami Dade Product Conff%A-,, 0 1U2013 TYPICAL ANCHORS —SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION Z n 3 k i METAL a ar c STRUCTURES C' a° 0 0t v C enT oa�o °0 � \ N QWe1� F c— � N o ATTACHMENT TO 3 ,METAL STRUCTURES 5 to G too a a op u PACING t DESCRIPTION ��i (A n m e 3 i , M �3M� N z_ ;i 0-2 v i U� ATTACHMENT TO APPROVED MULLIONS drawing no. W99-04 INSTALLATION CO D�AL I F'FRAMF {APPT TF TO' A FOT R ID 4) FOR ANCHOR PERFORMANCE VALUES SEE SHEET 6 SEE SHEET 6 Ll� 11 I I c u 1' MItJt x , 2-1/2" MIN, INSTALLATION TYPE 't WOOD BUCK TYPE '1' MATERIAL: PRESSURE TREATED TYPICAL INSTALLATION DEN ON ALL FOUR SIDES/USING WOOD AL ANCHORS ELEV. FOR SPACING SHEET 6 FOR DESCRIPTION tON t.. BY OTHERS i 1" MIN. INSTALLATION TYPE W WOOD BUCK TYPE_:a! MATERUL: PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES/USING W000 WOOD BUCKS NOT BY CGI CORP., MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. ' —i )r SEE SHEET 6 FOR DESCRIPTION I ' v 4 .4 < I MIN 1' MIN. 2-1/2" MIN, INSTALLATION TYPE ' - WOOD BUCK TYPE '2' MATERW.: PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES/USING WOOD TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION s SLX t N e 2 1/8" v V ' . • ' •, MIN. v • ' BUCK INSTALLATION BY OTHERS INSTALLATION TYPE W WOOD BUCK TYPE '4' MATi@I9L: PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES/USING WOOD PRODUCT TU3NEWBD ns complYhl.1 %vith the florida TYPICAL F/ Z fu a ANCHORS —SEE ELEV. FOR SPACING 3 Z SEE SHEET 6 FOR DESCRIPTION i u METAL STRUCTURES 00 0� a Q'Owq o o � iz IT LLIWZY6js4 I L 3 z 3 F- N ATTACHMENT TO 0 METAL STRUCTURES w p0 w (L p �� N nN UI16o TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION M ,�: N M Q p ; N N ZZ 30—� w ir V) U ATTACHMENT TO APPROVED MULLIONS CIVIL F1A. PE D 7 92 CAN. 35 O. 1 c N N j o drawing no. W99-04 PERFORMANCE VALUES OF INSTALLATION ANCHORS REFER TO SHEET 5 FOR DETAILS WINDOW DIMS. ANCHORS 11`10 SHEAR CLIP ANCHORS WITH SHEAR CLIP AT 17" D.C. AT 10" O.C. AT 17" O.C. AT 10- O.C. MOTH HEIGHT EXT.(+)/INL(-) EXL(+)/INT.(-) EXT.(+)/INT.(-) EXT.(+)/INT.(- 24' 24' 28' JO' 36" 42" 48" 54' 60" 66" 72" 78" 84" f95.0 _ _ 195.0 195.0 195.0__ 195.0 195.0 195.0 195.0 195.0 195.0_- _ 195.0 --_ 195.0 195.0 195.0 195.0 195.0 195.0 195.0 182.9 195.0 195.0 195.0 I60.0 195.0 195.0 195.0 142.2 177.8 180.0 195.0 I28.0 160.0 163.6 195.0 116.4 145.5 150.0 1875 I06.7 133.3 138.6 173.1 98.5 123.1 128.6 160.7 91.4 114.3 28" 28"0 30.0 36"0 42"0 4W9 24"K10.1 54"4 60' 66"3 72' 78' 84' 0 195.0 195.0 195.0 195.0 195.0 195.0 195.0 _ _ _ _195.0 _ 195.0 105.0 182.0 105.0 195.0 156.7 195.0 195.0 137.1 _ 171.4 -192.9 105.0 121.9 152.4 _ 109.7 137.1 175.3 99.7 124.7 160.7 91.4 114.3 I48.4 84.4 105.5 --__137.8 78.4 98.0 30" 1. 28- 30' 36' 42" 48' 54' 60" 66' 72' 78' 195.0 _ 195.0 195.0 195.0 195.0 195.0 _ 19510 ___ _ 195.0 195.0 195.0 195.0_ 195.0 195.0 195.0 195.0 195.0 195.0 195.0 182.9 182.9 195.0 195.0 180.0 160.0 195.0 f95.0 142.2 142.2 180.0 180.0 128.0 128.0 163.E 163.6 118.4 116.4 150.0 150.0 108.7 108.7 I38.5 138.5 98.5 98.5 36" 24' 28' 30" J6" 42' 48' 54" 60' 195.0 195.0 195.0 )95.0 195.0 195.0 195.0 195.0 195.0 195.0 195.0 195.0 195.0 195.0 177.8 195.0 195.0 195.0 152.4 182.9 187.5 195.0 133.1 160.0 166.7 _ 195.0 - ^118.5 142.2 150.0 180.0 106.7 128.0 42" 24' 28" 30' 36- 42' 48' 54"_ _ 192.9 195.0 137.1 182.9 165.3 - 195.0 --117.6 156.7 154.3 195.0 100.7 148.3 _ _ 128.6 171.4 91.4 121.E 110.2 _ _ 14_6.9 78.4 104.5 96.4 _ 128.6 68.6 91,4 85.7 114.3 61.0 81.3 PERFORMANCE VALUES OF INSTALLATION ANCHORS REFER TO SHEET 5 FOR DETAILS WINDOW DIMS. ANCHORS W/O SHEAR CLIP ANCHORS WITH SHEAR CLIP AT 17" O.C. AT 10" O.C. AT 17" O,C. AT 10" O.C. WIDTH HEIGHT EXT.(+)/INT.(-) EXT.(+)/INT.(-) EXL(+)/INT.(-) EXT.(+)/INT.(-) 48' 24" 28' 30. 36" 42' 48" 195.0 195.0 160.0 195.0 192.9 195.0 137.1 171.4 180.0 195.0 12B.0 160.0 150.0 187.5 106.7 133.3 128.6 160.7 91.4 114.3 112.5 140.6 80.0 100.0 54' 24" 28' 30' 36" 42" 195.0 195.0 142.2 195.0 171.4 195.0 121.9 182.9 160.0 195.0 113.E 170.7 133.3 195.0 94.8 142.2 114.3 171.4 81.3 121.9 60" 24" 28" 30" 36' 180.0 195.0 128.0 192.0 I54.3 �144.0 _ 195.0 109.7 164.6 _ 105.0 - 102.4 753.6 120.0 180.0 85.3 128.0 66" 24' 28" 30" 195.0 195.0 145.5 f95.0 _ 17_5.3 195.0 4.7 12 174.5 163.6 _ 195.0 _ _ H8.4 162.9 72' 24" 28" 30' 187.5 195.0 133.3 186.7 160.7 195.0 114.3 160.0 150.0 195.0 106.7 149.3 1. 24' 28" 30' 173.1 195.0 123.1 195.0 148.4 195.0 105.5 165.8 E 138:5 195.0 98.5 157.5 84' 24" 28' 192.9 195.0 137.) 195.0 165.3 195.0 117.E 1 176.3 I I I 1 I 1 ANCHORS M/0 SHEAR CLIP ANCIIOR3 WITH SHE PERFORMANCE VALUES OF INSTALLATION ANCHORS REFER TO SHEET 5 FOR DETAILS WINDOW DIMS. ANCHORS 1T/O SHEAR CLIP ANCHORS MITT( SHEAR CLIP AT 17"O.C. AT 10' O.C. AT 17" O.C. AT 10" O.C. WIDTH HEIGHT EXT.(+)/INT.(-) EXT.(+)/INT.(-) EXT.(+)/INT.(-) EXT.(+)/ANT.(-) 19-1/8- 26' 38-3/8" 50-5/8- 63" 74-1/4- 195.0 195.0 195.0 195.0 195.0 195.0 195.0 195.0 195.0 195.0 190.4 190.4 195.0 195.0 153.0 153.0 182.5 182.6 .129.8 129.6 26-1/2' 26' JB-3/8' 50-5/8' fir 74-1/4' 195.0 195.0 195.0 1 195.0 195.0 195.0 181.3 195.0 193.2 1 195.0 137.4 171.7 155.3 194.1 110.4 1 138.0 131.7 164.7 93.7 117.1 37" 26' 38-3/8" 50-5/8' 03' 195.0 105.0 143.7 191.6 136.9 182.6 97.4 129.8 103.8 138.4 73.E 98.4 83.4 111.2 59.3 79.1 53-1/8' 28' 38-3/8' 187.7 195.0 13J.4 195.0 127.1 100.7 90.4 135.6 TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA. KWIK-CON II BY 'HILTI' (Fuo163 KSI, Fy-157 KSI) 1/4" DIA, ULTRACON BY 'EL .0' (FU-177 K51, Fy-155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-3/8" MIN, PENETRATION INTO WOOD THRU IBY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY #14 SMS OR SELF DRILLING SCREW (GRADE 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. _ .090") INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. CONCRETE T'c - 3000 PSI MIN. MASONRY I'm - 1500 PSI MIN. -ol o6 o6 N N o drowing no. W99-04 PERFORMANCE VALUES OF ALUMINU31 BUCK INSTALLATION ANCHORS 1/4" / ANCHORS ANCHORS 1 4` RIND019 p(MS• PERFORAANCE VALUES OF ALUMINUM BUCK INSTALLATION ANCHORS MDTfI HEICN7 INTO MASONRY INTO 1900D EXT.(+)/INi(-) EXL(+)/IML(-) I ANCHOR WINDOW 81MS, To MASONRY //4' ANCHORS INTO 24' 28' 195,0 195.0 HOOD WIDTH HEIGHT EM.(+)/iNT. _ () 30' 195,0 195.0 195.0 195'0 24` 195.0 148.0 28" 190.3 JB' 12' 195.0 195.0 195.0 126.9 48" 30" 177.E 8,4 1 38" 24' 48" 169.1 195,0 148 0 148.0 Is 42" 98.7 126.9 54' 80' 195.0 IJf.B 48" I I t.i 61, 177.E 118,4 24" 195.( 1. 161.5 148.0 I07.6 28" 54' JD' 169.1 78' 136'a 98.7 - is' 157.9 I31.6 84'121.1 1 84.8 42" 112.8 24' 195.0 195.0 24' 177.6 28" 30" 195.0 60' 28` I52,2 36' _ 195.0 1 95,0 JO" �� 142.1 . _ 42" 195.0 I69.I 38" 118.4 • 28' ' 195.0 19190.3i26.9 I45,0 24" B6" 28" 195.0 544' 169.1 I12J3 30„ I73.o 73.0 161.5 60' 66' 152.2 I01.5 24" 72" 185.0 72' 138.4 92,3 Z8" 158.6 7 . I2M 30" 148.0 84' 117.1 78.s 79,1 24" 78' 170.8 24' 108.7 72.5 28" 146.4 28, 195.0 195.0 30" fig. a JO' 195,0 195.0 84" 24' 190.3 36' 195.0 189.4 28" 16J.1 42" 195.0 157.9 26" 195.0 ' 30" 48` 195.0 195.0 I35.J 38-3/8' 19-1 / 8' 50-5 /8' 195.0 54' 195.0 118.4 105,2 1.I�- 195.0 fi0' 177,E 94.7 74-f/4• f80.1 fib• f6f.5 B6,f 26' 195,0 72" 78' 148.0 136.6 78-9 38-3/8" 26-1/2" 50••5/8' 195,0 � 24" _ 195.0 72.9 195.0 B3" 190.6 I53.2 28' 195.0 _ _ 169,1 74-1/4• IJ0.0 30' --- 199.0 151..6 26" 195.0 38' J6" ----195.0 195.0 131. 3)" J8- I35.1 42" - - 50-5/8• 102.4 48" 185.0 98. 98.7 63" 82.3 - 54' 60, 164.4 87.7 53-1/8" 26" 185.2 148.0 78,9 JB-3/8• 125.4 24'4' 190,3 169.1 28, 183,1 145.0 30' 42' 38' 152.2 135.J 42- 126.9 I08.7 112.8 48" 54" 95,1 ".. 96.7 84.6 7_4.0 131.6 112.8 105.2 87.7 75,2 118.4 101.5 94.1 78.9 134.5 9 91.1 ALIMMIlVTITy? FiTmrr __-�` LR REFER TO SHEETS 3 THRU 6 FOR WINDOW CAPACITIES USE LOWER APPLICABLE VALUES. NOTE: ALUM BUCK ANCHORS TO BE .1 CONCRETE T MAY BE INTO FILLL FILLED CMUAT JAMBS. #14 SMS AT 6" FROM ENDS 4" O.C, MAXa AT JAMBS 17" O.C. MAX. AT HEAD/SILL IIT _ 4.' d. 195,0 - G a•. .. 178.1 a e I 1 1/4' DIA. KWIK-CON CON 141,5 0 1-J/8' MIN. CONC. EMBED 120,1 2 1/2' MIN. AT 6° MUM ENDS AND EDGE DIST. 24" O.C. MAX. AT JAMBS 95.0 17" O.C. MAX, AT HD/SILL 67.7 27'I INSTAI I ATION TYPE -Y z W. �IL 00 Q(O V p ehf &aa N LLZH�d� t MOO�Q,1 Q W O{ #14 SMS O AT 6" FROM ENDS O.C. MAX• AT JAMBS 7 +� 124'7" 17. O.C. MAX. AT HEAD/SILL S N O N O M� \" Lp a °6 CN 1 #14 SMS N AT 1fi 2MUM NOS AND O*C- 3 v MAX. AT JAMBS 17" O.C. MAX. to U o AT HEAD/SILL .7 INTO MASONRY .INSTALLATION 7Yp 77.2 2BY WOOD BUCK OR-�WOOp aSTR`UCTURES f 120.1 T� PICAL INSTAI I GTlnnl n 731 A F U D S S G LU IN 3.I C S T 23,4 33.6 PRODUCTRBN6VJF:D Os c9mplyill> 1viQ11h: Flortdn 2.506 Btdldirg .845 .845 AcecPtvrn No�Jf7a OC .065 .592 -.065 E$Yi�oP D,•.t 2Q�� .7 ,562 Palmlli Dadc Pmcusl CPII '1�f 1.125 Engn JAVAD AHMAD 3'--1.436 I CML --[ FLA. PE 1 70592 .125 903 C.A.N. 3538 ' 9LU Ur1c M B 60 OP710NA /�X 606J•-76 6063-T6 drawinno. W99-041 MIAMI- MIAMI—DADE COUNTY, FLORIDA. •� PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315 2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) wwiv.miamidodg.aov/sera/ CGI Windows & Doors 10100 N.W. 25 Street Miami, FL 33172 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by. Miami -Dade County PERA.-Product Control Section 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 Section (In Miami -Dade County) and/or the AHJ (in areas oth9 '! Miami -Dade County) reserve the right to have this product or material tested for quality assurance rposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur •, se of such testing and the AHJ may immediately revoke, modify, or suspend the use of such produ jate'tal within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determine Mimi -Dade County Product Control Section that this product or material fails to meet the requirements o e plicable building code. This product is approved as described herein, and has been designed to co ply . 'th the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "Sentinel 120" Aluminum horizontal Slidin adow. L.M.I. APPROVAL DOCUMENT: Drawing No. W10-18, titled Series "120 Sen ftlum. Iioriz. Sliding Wdw. (S.M.I.) (L.M.I.)", sheets 1 through 11 of 11, dated 03/29/2010, wit 4 revision "B", dated 10/10/11, prepared by AI-Farooq Corporation, signed, sealed and dated 1/13/ Ol vad Ahmad, P. E., bearing the Miami -Dade County Product Control Revision stamp with the No Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/ series 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 fled 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 NOA No. 10-0510.12 and consists of this page 1, evidence pages E-1 and E 2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. NOA No. 11-1031.04 s� n • Expiration Date: September 22, 2015 Approval Date: January 12, 2012 13t tit Page 1 CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No.10-0510.12) 2. Drawing No. W10-18, titled Series "120 Sentinel Alum. Horiz. Sliding Wdw. (S.M.I.) (L.M.I.)", sheets 1 through 11 of 11, dated 03/29/2010, with the latest revision no. `B', dated 10/10/2011, prepared by Al—Farooq Corporation, signed, sealed and dated 1/13/2012 by Javad Ahmad, 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) 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, TAS 202-94 along with marked —up drawings and installation diagram of horizontal sliding window, prepared by Hurricane Test Laboratory, LLC, Test Report No. HTL-0080-0102-10, dated 06/04/2010, signed and sealed by Vinu J. Abraham, P. E. (Submitted under previous NOA No.10-0510.12) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC--2007, prepared by Al—Farooq Corporation, dated 05/05/2010, signed and sealed by Javad Ahmad, P. E. (Submitted under previous NOA No.10-0510.12) 2. Glazing complies with ASTM E130044 D. QUALITY ASSURANCE 1. Miami —Dade Department . of Permitting, Environment, and Regulatory Affairs (PERA) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass® Interlayer" dated 05/26/10, expiring on 01/14/17. 2. Notice of Acceptance No. 11-0325.05 issued to Solutia Inc. for their "Saflex and Vanceva clear and color interlayers" dated 05/05/2011, expiring on 05/21/2016. 3. Notice of Acceptance No. 08-0520.08 issued to Solutia Inc. for their "Vanceva Composites used for lamination of glass" dated 7/17/2008, expirm on 12/11/2013. Jaime D. Gasco , P. E. Product Control Section Supervisor NOA No.11--1031.04 Expiration Date: September 22, 2015 Approval Date: January 12, 2012 E-1 CGI Windows & Doors -� �- -• NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance and compliance with the FBC 2010, dated October 06, 2011, signed and sealed by Javad Ahmad, P. E. 2. Statement letter of conformance, no financial interest and compliance with the FBC 2007, dated May 05, 2010, signed* -and sealed by Javad Ahmad, P. E. (Submitted under previous NOA No. 10-0510.12) 3. Laboratory compliance letter for Test Report No. HTL-0080- 0102-10, issued by Hurricane Test Laboratory, LLC, dated June 04, 2010, signed and sealed by Vinu J. Abraham, P. E. (Submitted under previous NOA No.10-0510.12) 4. Proposal No. 094032 issued by Product Control, dated October 22, 2009, signed by Manuel Perez, P. E. (Submitted under previous NOA No.10-0510.12) G. OTHERS 1. Notice of Acceptance No. 10-0510.12, issued to CGI Windows & Doors for their Series "Sentinel 120" Aluminum Horizontal Sliding Window — L.M.I.", approved on 09/22/2010 and expiring on 09/22/2015. Jaime D. Gascon, P. E, - Product Control Section Supervisor NOA No.11-1031.04 Expiration Date: September 22, 2015 E-2 Approval Date: January 12, 2012 i� FLANGE & FLANGE ADAPTOR FRAME FIN FRAME LES EQUAL LEG FRAME SERIES 120 SENTINEL ALUMINUM HORIZONTAL SLIDING WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 3. — KUVHL nrruta H1 SINULL UNIIS OR SIDE BY SIDE COMBINATIONS OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER MIAMI—DADE COUNTY APPROVED WINDOWS USING MIAMI—DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (WHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT UMFED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. N W PRODVCrTLEVIS@D os "AIIII dag wllh 140 Worlds bolding Codo AcN'pfnoe No II-10 I.Oq Dote 2g� 011 edoProducfCosgro LAMINATED GLASS INSULATING LAM. GLASS SMALL MISSILE,..IMPACT LARGE MJS�11,19. 4f AST I ,(LAA.IPE' Q'.70592 C.N. a70 4v4v Ozr W Qa IL IL �o OG v o O aaOQo 0ON� � N $ Q m! S w Of OI;i OQw 3NM� sal Oo�iM2 C€i Z Z � 30 � 50i2oI o n !r drawing no. Ali 0-18 } DESIGN LOAD CAPACITY - PSF (XD OE OX SIZES) FLANGE DIMS. DUCK DIMS. GLASS TYPES 'A'&'AI'j CLASS TYPES 'D'&'B1' WIDTH HEIGHT WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) 28-1/2" 37' 53-1/8' 74' 26" 25-1/2" 36" 62-1/8° 73" 25' 65.0 65.0 80.0 90.0 65.0 65.0 60.0 90.0 65.0 65.0 80.0 90.0 65.0 65.0 80.0 90.0 26-1/2" 37" 53-1/8" 74 38-3/8" 25-1/2" 36" 52-1/8" 1 73'1 37-3/8' 65.0 65.0 80.0 90.0 05.0 65,0 80.0 90.0 65.0 85.0 80.0 90.0 65.0 85.0 80.0 90.0 26-1/2° J7' 53-1/8° 74 50-5/8" 1 25-1/2" 36° 52-1/8" 73" 49-5/8' 65.0 65.0 80.0 90.0 65.0 65.0 80.0 90.0 65.0 65.0 80.0 90.0 65.0 65.0 60.0 90.0 26-1/2" 37" 53-1/e" 74° 1 83" 25-1/2' 36" 52-1/8" 73" 62, 65.0 65.0 80.0 90.0 _ 65.0 65.0 80.0 90.0 65.0 65.0 80.0 90.0 60,q 60.2 74.3 74.3 74' 63' 73" 62' - - 80.0 90.0 DESIGN LOAD CAPACITY - PSF (XOX SIZES) FLANGE DIMS. BUCK DIMS. GG9S TYPES 'A'&'Al' GLASS TYPES 'B'&'Bl' WIDTH HEIGHT WIDTH HEIGHT. EXT.(+) INT.(-) EXT.(+) INT.(-) 74` 106-1/4' 111' 28' 73' 105-1/4" 110" 25" 65.0 65.0 60.0 90.0 85.0 65.0 80.0 90.0 65.0 65.0 80.0 90.0 74' 108-1/4" 111" 38-3/8" 73" 105-1/4" I Ila" 37-3/8" 65.0 65.0 BO.0 90.0 65.0 65.0 T80.0 90.0 65.0 65.0 80.0 90.0 74' 106-1/4' 111' 60-5/8" 73' 105-1/4' 110° 1 49-5/8' 65.0 65.0 80.0 90.0 55.0 85.0 80.0 90.0 65.0 65.0 80.0 90.0 74" 106-1/4" 111" 83° 73' 105-1/4" 1101 _ 62" 6610 65.0 80.0 90.0 51.6 81.8 78,2 78.2 60.0 60.0 78.4 76.4 106-1/4" 111' 83" 105-1/4` 110" 62' - - 1 80.0 90.0 - - BOLO SOLO *ADDL. ANCHORS REQUIRED AT CENTER OF LITES AND MTG. STILE ENDS. (1/2W) (1/2W) G OPERATING VENTS TO BE 1/2 OF THE WINDOW WIDTH 'XO OR OX' (1/3W) (1/3W) (I/3W) OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH 'XOX' Pt" TYP. BUCK DIMS � x,' TYP. BUCK DIMS FLANGE FRAME EQUAL LEG FRAME FLANGE DIMS E5 STD. MTG. RAIL: LIMIT MAX. LOAD TO t65.0 PSF E4 E2 DESIGN LOAD CAPACITY - PSF (XOX SIZES) FLANGE DIMS. BUCK DIMS. GLASS TYPES 'A'&'Al' GUM TYPES WIDTH HEIGHT WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) 74" 108-1/4" 111" 26" 73' 105-1/4' 110" 25" 65.0 65.0 80.0 90.0 65.0 65.0 80.0 90.0 68.0 65.0 80.0 90.0 74' 106-1/4' 111" 38-3/8' 73` 105-1/4" 110' 37-3/8' 65.0 05.0 80.0 90.0 _ 65.0 65.0 80.0 90.0 65.0 65.0 80.0 90.0 74° 60-5/8" 73' 411 /8' 65.0 65.0 BOLO 00.0 74' 83` 73' 82^ 85.0 85,0 80.0 90.a BUCK DIMS JFLANGE ADAPTOR FRAME FLANGE DIMS -IFAI H.D. MTG, RAIL: LIMIT MAX. LOAD TO +BOLO -90.0 PSF Ed i (1/4W) (1/2W) (1/4W) all j OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH 'XOX' PBODUC P RRVISCD me mpiyWgvvIih am FluHde FLANGE & FLANGE ADAPTOR,L�AIIwT EQUAL LEG FRAME Enyh. MVAD AHMA? t s9 ' NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) AND DA BUILDING COMMISSION DECLARATOIRY STATEMENT DCAOS DEC-219 PO1Z drawing no. W10-18 DESIGN LOAD CAPACITY - PSF (XO OR OX SIZES) BUCK DIMS. I GLASS TYPES WWAI'l GUSS TYPES 'B'&'Bl' WIDTH I HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) 25-1/2° 30" 52-1/8" 73" 25" 85.0 65.o B0.0 80.0 65.0 85.0 80.0 80.0 65.0 65.0 80.0 80.0 65.0 85.0 80.0 80.0 25-1/2" 36' 52-1/8" 73' 37^3/8" 65.0 65.0 80.0 l0.0 65.0 65.0 80.0 80.0 65.0 65.0 80.0 80.0 65.0 65.0 80.0 80.0 25-1/2' 36" 52-1/8" 73' 49-5/8" 65.0 65.0 80.0 solo 65.0 85.0 80.0 80.0 65.0 65.0 80.0 80.0 B5A 65.0 80.0 80.0 25-1/2" 36" 52-1/8' 73" 62" 65.0 65.0 80.0 80.0 65.0 65.0 80.0 80.0 65.0 65.0 80.0 80.0 60.2 60.2 B0.0 80.0 (1/2W) (1/2W) -41 OPERATING VENTS TO BE 1/2 OF THE WINDOW WIDTH 'XO OR OX' ES STD, MTG. RAIL: LIMIT MAX. LOAD TO f65.0 PSF E4 7 DF-91GN LOAD CAPACITY - PSF (XOX SIZES) BUCK DIMS. CUSS TYPES 'A'&'Al' CUSS TYPES 'B,AeBI, WIDTH 1 HEIGHT EXT.(+) IM.(-) EXT.(+) I INT.(-) 73' 105-1/4' 110" 25' 56.0 65.0 80.0 80.0 65.0 85.0 80.0 80.0 65.0 65.0 80.0 1 80.0 73" 105-1/4" 110° 37-3/8' 65.0 65.0 80.0 80.0 65.0 85.0 80.0 80.0 85.0 65.0 80.0 80.0 73" 105-1/4" 110" 49-5/8' 65.0 65.0 80.0 80.0 65.0 65.0 80.0 80.0 r 65.0 65.0 80.0 80.0 1. 105-1/4' 110" 52" 65.0 65.0 80.0 80.0 61.8 01.6 80.0 00.0 60.0 60.0 80.0 00.0 (1/3W) (1/3W) (1/3W) I OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH 'XOX' BUCK DIME FIN FRAME E2 H.D. MTG, RAIL: LIMIT MAX. LOAD TO t80.0 PSF E4 DESIGN LOAD CAPACITY - PSF (XOX SIZES) BUCK DIMS. GUSS TYPES 'A'&'Al' G1Ass TYPES 'w&,Bi, WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) 73" 105-1/4' 116" 25" 65.0 65.0 80.0 60.0 65.0 85.0 8D.0 80.0 65.0 65.0 80.0 80.0 73° 105-1/4' 110" 37-3/8" 65.0 65.0 80.0 00.0 65.0 65.0 80.0 80.0 65.0 65.0 80.0 80.0 73" 49-5/5' 1 65.0 65.0 80.0 80.0 73" 1 62° 1 65.0 65.0 80.0 Bolo (1/4 (1/2W) (1/�4W) OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH 'XOX' NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT OCA05-DEC-219 PRODUCTREVISED pa eomplyhip with the Ploeldn Ug Code AcceptpoceN ((-103104 AtnpNucc No EaPI n ate 2o1r Miami Mile CoufircJ En e'.,;4VAD 'AHMAQi 1,tl, CMI.' : L ,tTA'dF:'Y' 10692 d CAN. 1538t , •, '�', drawing no. BAN � s•xa�� W10-1 B 1/4" AIR 1/8' ANN.1 9 z 14 ANN. GLASS 1/8' HEAT STREN'D CLASS .075" PVB INTERLAYER .075" PVB INTERLAYER VA CEVA COMPOSITE BY 'SOLUTIA' VANCEVA COMPOSITE BY 'SOLUTIA' .090" PVB INTERLAYER �OSR EX IIIG BY 'SOLUTIA' OR 090" PVB INTERLAYER IIIG BY 'SOL.UTUL' .090" SOP INTERLAYER 'DUPONY OSAFLEX .090° SGP INTERLAYER BY BY 'DUPONT' 1/8" ANN. GLASS 1/8' HEAT STREN'D GLASS 1 GESIUCONE 1200 1LLR DOW CORNING 899 i� DOW CORNING 995 �' N SILICONE n �DDOW OWGE 1 CORNING 995 0 ") W E9 l-Wm) GLASS TYPES GLASS TYPE In 5/16" NOMINAL LAM. GLASS 5/18" NOMINAL LAM. CLASS ANN. GLASS .075" PVB INTERLAYER VA CEVA COMPOSITE BY 'SOLUTIA' 1/4' AIR _090" PVB INTERLAYER SAFLEX IIIG BY 'SOLUTIA' O 1/8' HEAT STREN'D .090" SGP INTERLAYER BY 'DUPONT, 1/8" ANN. GLASS SILICONE GE 1200 DOW CORNING 899 DOW CORNING 995 z _ A EB M7 W GLASS TYKE �A1• 0.70' OVERALL INSUL LAM, CLASS HEAT STREN'D GLASS 075" PVB INTERLAYER OR VANCEVA COMPOSITE BIA' Y 'SOLUT _090" PVB INTERLAYER SAFLEX IIIG BY 'SOLUTW OR .090" SOP INTERLAYER BY 'DUPONT' 1/8" HEAT STREN'D GLASS SILICONE GE 1200 DOW CORNING 899 ,. DOW CORNING 995 a O /E M7 GLASS TYP • 'B1' 0.70' OVERALL INSUL. LAM. GLASS NOTE: IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING EXTERIOR PLY OF GLASS TYPES 'Al' & 'B1' MUST BE TEMPERED. Enon JAVAD AHMAD CIVIL, (.'- FLy P p 7d89Y GSA:: 3838 PRUDUC I• REVISED $!conrylYing With the Floride 4,v 0 0 a � � g aQ 0 tiof 0 a O � 5 sz 4ERf A 1 drawing no. w10-18 WOOD BUCK TYPICAL ANCHORS 'e 'd . SEE ELEV. .4 d'• < �S FOR SPACING •ad,a �.4 00 kT m 0 0 i 14 aSEE ,� 1BY " . I TYPICAL � C11aR$ ,. a ., • a TYPICAL AN(2,01 WOOD BUCK FOR SPACING SEE ELEV.wA FOR SPACING FLANGE & FLANGE ADAPTOR FRAME 2 3/8" MIN. ML_2-3/i 1--+ WHEN USED THE MIN. WOOD BUCK DEPTH SKALL BE 2T4". THE USE OF DEEPER OR BEVELED WOODBUCKS IS PERMITTED. -------------------- --------- --------�� MNMI-DADE COUNTY APPROVED Ij MULLION h MULLION ANCHORS II SEE SEPARATE NOA II �I II FOR SPACING 'Z O � m w IL N �i IL 0: OG v O rye�71 0 W M Oaaa LL WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WDW. Q �I ;1 2 P MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. H TYPICAI, ANCHORS: SEE ELEV. FOR SPACING 1 /4" DIA. TAPCON BY 'ITW' (FU-120 KSL Fy=92 KSI) 0 N m 1/4" DIA. ULTIRACON BY ' I O' (Fu-177 KSI, FY-155 KSI) O R INTO 213Y WOOD BUCKS OR WOOD STRUCTURES 1-3/8" MIN. PENETRATION INTO WOOD C3 qy THRU 1 BY BUCKS INTO CONC. OR MASONRY 3 N n 1-1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONIC. OR MASONRY QO�tM zZTy � 1-1/4" MIN. EMBED INTO CONIC. OR MASONRY 3 0 #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) V o INTO MIAMI—DADE COUNTY APPROVED MULLIONS (MIN. THK.=.090") o INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063—T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL D DISTANCE INTO CONCRETE AND MASONRY = 2" MIN. INTO WOOD STRUCTURE = 1" MIN. w $ INTO METAL STRUCTURE — 3/4" MIN. CONCRETE AT HEAD, SILL OR JAMBS Vc - 3000 PSI MIN.•- C-90 HOLLOW/FILLED BLOCK 1Ax,J,MBS I'm m 2000 PSI MIN. o c � 0 < m O . PRODUCFREVISCU En9r. JAVAD ,N/ V.O �'., C As complying With the Florid& - hhm UuidingCoda Acceptance No — 0 •0 4 LTltpi B De (� I dcF uctConlro l'i, H: Id drawing no. W10-18 1/4- MAX. SHIMS TYPICAL ANCHORS SEE ELEV.— FOR SPACING 9.0 ' � p. MAX. TYPICAL ANCHORS SEE ELEV. FOR SPACING OE — SCREENS BUCKS O O COX LAYOUT — I — SCREENS OPTIONAL I F-- — — Xo L oU O tiLzr.:� EXTERIOR TYPICAL FLANGE 1/4 MAX. SHIMS 2 WOOD B K R WOOD SfRU." OALTERNATE LOCK L TO LOCK 1/4" MAX. SHIMS O TYPICAL ANCHORS SEE ELEV. v v FOR SPACING o. r —FF- v lay EXTERIOR wooD eucKs 1 D.L. OPG, p k FLANGE ADAPTOR FRAME �U �Q FLANGE ADAPTOR FRAME 0 N 1/2" TV. Q o 00o� w a� �o 0� a E vo cy O 0a'¢oe9 Q� O LL 3� LLZy- 2 N E3 \ 0 v OW 0 = N o 5iO3M ZZ� 30_ Z5 O INTALLA11ON DETAILS SHOWN ON PAGES 5 AND' b- APPLY -TO. BOTH FLANGE FRAME AND -0 < m FLAN6�',A&PTOR FRAMES. �— Eogn JACAD AHMAD, u 1PFMgLYObgi 'RODUCI'RP.VISED A}J. 3S7B 1 ` =m111y1ng wllh the lR^eluln g $ I •� Acceplen IVo 11-1031.05 nitb^ to 6cping � drawl`-- no. „,901 P ct an^1 W10-18 EQUAL LEG FRAME ------------------- MIAMI-DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA CHORS\TYPICALldMlCHORS —lillll SEE ELEV. IG FOR SPACING EQUAL LEG FRAME CAN BE INSTALLED DIRECTLY INTO WOOD, CONCRETE OR METAL STRUCTURES WITHOUT THE NEED OF A WOOD BUCK. 3 ,fI z-3/�� WHEN USED THE MIN. WOOD BUCRc I Q > '•.' d `� z• .8 ' 1 TYPICAL ANCHORS I • p •, • a :. a'a SEE ELEV. FOR SPACING y�U Z 08 E a G 0 ru e �o u 0� a 00 q� O''wal a OaQo°� 0 U. 0 tl Q 3 M m Z LL 30 PRODUCE N6VIS60 pacomplying with the Florid& bWding Code 'AetepmnceNo 1-103I.0 - ef Ik Du drawing no. ^eoalro IWIO-18 I ILLUS E%T. NOT I HOUSE NOT 8Y C HOUSE WR NOT BY C( FOR SPACING )OD STRUCTURE 1/4" MAX. T BY CGI GAP 1/2" 1/2" MIN. HOUSE WRAP NOT BY CGI .TYPICAL ANCHORS: SEE ELEV. FOR SPACING #8 SMS (GRADE 2 CRS) INTO 28Y WOOD BUCKS OR, WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD IBM _ WZ7 E _i m FIN FRAME �Q z n , G O� a 0 QQ p 91. 0QI�F' m a�3�^ LL in of I--� pyp O W v 1/4' M. GAP 1/2" MIN. (nn Nm zz� � 30_ U��li rag— r,• JAVAI'A I109 dM4 ,pP�RODUCfttEVlSCD •:. FIA:'PE'''70592% Italn plying dda 1(htheFla CAN, q7> a $ dde—m— c—v drawing no. JAN 1 g 2012 W10-18 ' ITEM I PART d QUANTITY DESCRIPTION E1 CGI-100 MAT6RW. UANF./SUPPLIER/REMARKS - FRAME JAMB ® FlXED GLASS E2 CGI-113 _ FRAME SILL 8063-TH CGI EXTRUDER �� CJ CGI-102 _ FRAME HEAD 6063-TB CGI EXTRUDER Z E4 CGI-103 _ MEETING RAIL 6063-T6 CGI EXTRUDER E5 CGI-104 - LOCK RAIL 6063-TS CGI EXTRUDER_ Q _ Ee CCI-105 _ FIARAIL 8063-TO CGI EXTRUDER E7 CGI-106 - - SASHH RR AIL 6063-T6 CGI EXTRUDER N tl r ES CGI-107 _ - 5/16" GLAZING BEAD 6063-TS ------- ..CGI EXTRUDER Q no $E1 _E9 - CGI-108 - ____ 0,700' GLAZING BEAD - 6063-T5 CGI EXTRUDER O E10_ _ CGI-109 - FRONT FLANGE ADAPTOR 6083-T5 CGI EXTRUDER a E11 CGI-110 _ NAIL FIN ADAPTOR 6083-TS CGI EXTRUDER O a E12 CGI-135 - TF FRAME JAMB ® FIXED GLASS 6o63-T8 CCI EXTRUDER p �1 E13 CGI-136 - IF FRAME HEAD 806E-T6' CGI EXTRUDER d C > m g E14 CGI-139 _ TF FRAME JAMB 6063-TB CGI EXTRUDER C IL C O Q Ef5 CGI- 140 - 1" MUNTIN 8063-T6 CGI EXTRUDER N O N Eta CCI-141 - 2.5" MERLON 6083-T5 CGI EXTRUDER LL Z VI 2 E17 CCI-605 - SCR SCREEN FRAME 6063-T6 CGI EXTRUDER J t0 Q @ E18 CGI-114 - SILL SNAP IN 6083-75 CGI EXTRUDER Q E J - E19 CCI-115 _ _ _ SILL 6063-To CGI EXTRUDER _ 6083-TG CGI EXTRUDER E20 CGI-118 FRAME - AM JAMB - / E21 CGI-117 - u HD LOCK RAIL -- 6063-T6 CGI EXTRUDER E22 CGI-138 - TF FRAME SILL 6083-T6 CGI EXTRUDER e E23 CCI _109 - FROM FUNOE ADAPTOR 8083-TB CCI EXTRUDER 1 6063-T6 CGI EXTRUDER M1 M2 CGI-382V CGI-1II - GLAZING BULB VINYL (DUROMLTER 75-BO SHORE A) PVC _ ix �j - SCRLY! COVER (OPTIONAL) TPVC O lal M3 M4 CGI-112 3" ® ANCHORS EQUAL LEO COVER/SHIM PVC _-j Q . - 0.700" X 0.040" SEAD GE1200 SILICONE MS - 0.700' % 0.040" BEAD DOW 995 SILICONE GE n ;off MH - 0.700' % 0.040" BEAD DOW e99 SILICONE DOW N r7 T6 M7 - 2/ LITE SETTING BLOCK SILICONE 00W 0 3 M m MB - _ PROTECTO WRAP WATERPROOFING OR EQUN EPOM - n Z Z _ ^ w M9 864 - . ROLLER TRACK 3 O O � M10 CGI-128 2 PER SASH ROLLER HOUSING PVC NYLON � � Mill W23201 NC - PILE WITH CENTER FIN O M12 CGI-1 f PER SASH EGRESS LOCK WOOL AB OR EQUIV. _ CGI-131 — + 2 PER SASH HANDLE RAIL END CAP ALUM, SULLIVAN29 ULLN M14 391-N 1 PER SASH ANIiLIFT BLOCK NYLON M&M 1-2 _ M16 _-- OPTIONAL RETICULATED FOAM 30 PPI NYLON M&M $ 1418 CGI-134 - JAMB SPACER M17 A30730401-32 1 PER WD. CAM LACK -- PVC PROTOTYPE OR EQUIV. M18 CGI-132 2PER WD. 2" SASH STOP ZINC TRUTH OR EQUN. g M19 CGI `111 m FR. HEAD SCREW COVER PVC PROTOTYPE c - M20 CGI-125 2PER SASH SASH CAM (8/T BALANCE) PVC NYLON PROTOTYPE Q M&M M22 - VARIES HI-FLO WEEP COVERS ' PVC AMEBBURY OR EQUN 52 c m d - 2 OR 3 PER CORNER B 10 % 1 1/4" LG. PHL PH, EMS. Si/SG ASSEMBLY SCREW o SJ - 1 1/4' EMBED. ® 8 X 1 1/2' I.G. PHL PH, SMS. FIN ANCHOR SCREW S4 - 4 PER WD. # B X 1/2" PH, SMS, ST/ST BALANCE BRACKET SCREW O o _ _ S5 2 PER WO. e B X 1" LG. FH. SMS. Si/Si. SPIRAL B. ASSEMBLY '' ( ss — 6 X 1/2" LG. Ill. SMS. 0 CGI-133 & CAM LOCK _ _ En9r J,YAD AHMNO 1 n S9 - - 4 ®M. RAIL 10 X 4' LG. PHL PIN, SMS. ST/ST• ASSEMBLY MEETNG RAIL _ _ � PCN§p� 70592 PRODUC P REVISED %J 2 PER ANIILIF7 / S 10 % 6 8" I.G. PHL. PH. SMS. ST/ST, gNTiLIFT SCREW_ - _ C,A•,M, i638 ( • i complying with lho Florid► ng Code �i• ACaplanceNo 11-103 �y � T t h 6 V�L arawl�ng no. ct¢oWmt W1 0- 1 8 2.440---�{--2.440 /� 2.,,3 �- `Y lv U .065 .120 1� 1.015 r E o 2.101 I .705 ,050 TYP, .705 ,050 TYP, - o 1.301 1.550 {--- Z 2.846 065 1.601 1.301 1.880 1- �p 7,lP, 065 1.220 .884 .884 0 w tv 2.346 lYP• 1.007 d- Q .050 E8 5/16" GLAZING BEAD O .700" GLAZING BEAD '��, .0465 1.395 d 1,155 L 155 . y jr 4 1.ot5 ,.015 1.3ea .745 E,I NAIL FIN ADAPTER t.3s5 1 aa9 j==:jG � n �D FLANGE FRAME HEAD E3 FLUSH FRAME HEAD E4 180 O MEETING RAIL ; -[ 293 0 1.015 1.788 1.496- ,050-� ,085 •060-� 1.413 0 O � C I _ 1.140 7Y 5 O tL 2.264 M3 FLUSH FRAME COVER 1.255 M2 SCREW COVER a w 1.01� 0 L TYR O .08 3.8J0 065 w 4.430114 m 3.65 3.185 TMP'2.885ESLOCK RAIL Et9 SILL FlLLER1.788 O,450 O180 2.440 ,550 ,050 N o E22 FLANGE FRAME SILL O 2.310 �- a' 3 Lo M e FLUSH FRAME SILL d 1 1.015 1.220 O ?+ M N 2.737 2.737 L_ E23 Z Z 0 FLANGE ADAPTOR f3 3 0 MEA 085 - 065 1.043 - v TYP. iYP. ALT, LOCK RAIL 2.505 2.813 2.505 2.613 - I 41.02--- 0.L .91II_ i . 00 ,991.500 .991 5 3.237 -2.737 I.015 Eta FLANGE FRAME JAMB (MOVING) Ego FLUSH FRAME JAMB (MOVING) - All .811 - 1.043 0 mm� O EB HANDLE RAIL 1.025-� 2.505 .065 7YP. 2.505 _ .06a TYP. .Fngr.JAYX N9dA0 VRODUCf REVI5RD °H, I TI' CM). t p7 complying lvall fhc ptorWl, 1.015 1A75 F4A. PE! Y0692 WW 1.J95 CJ.t` J. J�538 UBCodo 7a5 Aaepmncearoj`L3, 065 1.000 .500 I D O 1.746 -1.245 1.015 M- r3 Z01G tCyptly ' drawing no. W10-18 E,2 FLANGE FRAME JAMB (FIXED) I E, FLUSH FRAME JAMB (FIXED) E7 SASH RAIL sheet 10 of 1 1 t S2 m pR0DUC1'11EVISEU l�+teIng Cb g n116 the FYortdm 1 Ing 4bde Acceptance No 1 • D ,py E t� r ti ueteeutrol FRAME BOTTOM CORNER r— .I I 0 � PE 70592 arawmg no. W10-18 M1AMt•QADE MIANII DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 209 BOARD AND CODE ADNI HNISTRATION DIVISION T (786) 3152590 F (786) 315-2599 NOTICE OF ACCEPTANCE(NOA) _vw%v.m1nmidFkde.gov/econ0my PGT Industries, Inc. 1070 Technology Drive North Venice, Fl. 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted b Miami -Dade County RER- Product Control Section to be used in Miami —Dade County and other areas Mowed owed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The is ade County Product Control Section (In Miami —Dade County) and/ or the AHJ (in areas other than ade County) reserve the right to have this product or material tested for quality assurance purpose thi product or material fails to perform in the accepted manner, the manufacturer will incur the expense s testing and the AHJ may immediately revoke, modify, or suspend the use of such product or materia rt ' their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Mia4,- County Product Control Section that this product or material fails to meet the requirements of the ae building code. This product is approved as described herein, and has been designed to complyhe Florida Building Code, including the High Velocity Hunicane Zone. DESCRIPTION: Series "PGT" Clipped Extruded Aluminum Tube Mullion - VA. APPROVAL DOCUMENT: Drawing No. 6300JR, titled "Impact -Resistant Aluminur a Mullions", sheets 01 through 22 of 22, prepared by manufacturer, dated 08/29/11, revision "A ,sealed and dated 10/15/13 by Anthony Lynn Miller, P. E., bearing the Miami -Dade County Prod t ontr•ol Revision Section stamp with the Notice of Acceptance number and Expiration date by the de County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami -Dade County Product Control Approved", unless othet%vise 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 tine 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 NOA No. 11-0922.01 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. NOA No. 13--0815.05 MlAMI•DADE C affi Y AV�C Expiration Date; May 26, 2016 ...� i 10, zf f .4 Approval Date: October 31, 2013 Page 1 PGT Industries Inc NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No.10— 0819.03) 2. Drawing No. 6300JR, titled "Impact —Resistant Aluminum Tube Mullions", sheets 01 through 22 of 22, prepared by manufacturer, dated 08/29/11, revision "A", signed, sealed and dated 10/15/13 by Anthony Lynn Miller, 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) 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 clipped aluminum mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 6443 (samples A —I tlru E-1), dated 02/28/11, and addendum letter dated 05105111, all signed and sealed by Marlin D. Brinson, P. E. (Submitted under previous NOA No. 10-0819. 05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2010, prepared by manufacturer, dated 09/20/11, signed and sealed by Anthony Lynn Miller, P. E. (Subirdtted under previous NOA No. 11-0922. 01) D. QUALITY ASSURANCE I. Miami —Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of no financial interest, conformance and complying with the FBC-2010, dated 06/06/11, signed and sealed by Anthony Lynn Miller, P. E. 2. Laboratory addendum letter for Test Report No. FTL 6443, issued by Fenestration Testing Lab, Inc., dated 05/05/11, signed and sealed by Marlin D. Brinson, P. E. (Submitted under previous NOA No. 11-0922. 01) Jaime D. Gasco Product Control Section Supervisor NOA No. 13-0815.05 Expiration Date: May 26, 2016 E-1 Approval Date: October 31, 2013 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONToamD) 3. Laboratory compliance letter for Test Report No. FTL 6443, issued by Fenestration Testing Lab, Inc., dated 02/28/11, signed and sealed by Marlin D. Brinson, P. E. (Submitted under previous NOA No. 11-0922.01) 4. Proposal No. 10-1070—R issued by BNC to PGT Industries, Inc,, dated 01/07/11, signed by Ishaq I. Chanda, P. E., Product Control Examiner. (Sith,-niffed under previous NOA No. 11-0922. 01) G. OTHERS 1. Notice of Acceptance No. 11-0922.01, issued to PGT Industries, Inc. for their "PGT Seizes Aluminum Clipped Mullion — L.M.T.", approved on 12/08/11 and expiring on 05/26/16. Jaime A Gase n, P. E. Product Control Section Supervisor NOA No.13-0815.05 Expiration Date: May 26, 2016 E-2 Approval Date: October 31, 2013 SUITABLE FOR ALL LOCATIONS REQUIRING NON -IMPACT OR LARGE AND SMALL MISSILE IMPACT -RESISTANT PRODUCTS FIGURE 1: MULTIPLE OPENING WIDTH FOR VERTICAL MULL MULLIONS / —� SEE DETAILS A SHEETS 2 SHEETS 3 1 SEE DETAILS / A THRU G: SHEET82.3 VE T. MULL LENGTH III /III _ 111 III /SEE DETAILS L...NZ-LL TAL A-D,G,H: SHEETS 23 LENGTH HORIZONTAL MULL LENGTH GENERAL NOTES: 1) DETAILS SHOWN ARE FOR THE MULLION ONLY. ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE FENESTRATION PRODUCT INSTALLATION. TYPICAL APPLICATIONS ARE SHOWN. EACH SITUATION IS UNIQUE AND SHOULD BE EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD. OPTIONAL 1X OR 2X WOOD BUCKS IF USED, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. ARCHES TO BE INSCRIBED INSIDE 2) THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS. MULLIONS RECTANGULAR HAVE BEEN TESTED AS "FREE-FLOATING' AND DO NOT NEED TO BE DIRECTLYATTACHED TO THE MULLION CLIPS, BUT SHALL SHAPE NOT HAVE A GAP OF MORE THAN 114' FROM THE CLIP. 3) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN L/180. THE 113 STRESS INCREASE WAS NOT USED 1N THIS ANCHOR EVALUATION. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. 4) PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE FINSTRUCTIONS. 1 AEE DE G!LS 5) USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND / SHEETS 2.3 ANCHORAGE FOR THE COMMON MULLION, SEE EXAMPLES ON THIS SHEET AND SHEET 21. FOR MULTIPLE UNITS, CONSIDER OPENING ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES. THE LOWEST DESIGN HEIGHT PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. FOR HORIZONTAL 0) WHEN FINDING YOUR SIZE IN THE MULLION TABLES, ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABL£(S). S£EDETAIL£, MULL SHEETS 7) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE COATED OR CORROSION RESISTANT AS APPROPRIATE FOR SUBSTRATE MATERIAL. DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT REACTIONS. FENESTRATION TPRODUCTS MAY 8) REFERENCE: TEST REPORTS: FTL-6443; ELCO ULTRACON/AGGRE-GATOR NOA'S; ANSVAF&PA NOS FOR WOOD CONSTRUCTION; —BE OFANYYPE MUST BE ADM -ALUMINUM DESIGN MANUAL MANUFACTURED BY POT. 9) MULLIONS AND CLIPS HAVE BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, AND ARE APPROVED FOR IMPACT AND NON -IMPACT APPLICATIONS. MULLIONS ARE ONLY TO BE USED WITH POT -APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. 10) MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ. ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: MULL I-- OPENINGWIDTHMULLLENOTH--j LENGTH-.... _....._._...�.—.___. OP � ING -------- - HEIGHT -1�ING �- M LL // y FOR HEIGHT LENGTH i" P HORI� ENGT L L MULL LENGTH L/ \., , . "\ 1 SINGLE MULLION SINGLE MULLION .� OPENING WIDTH 1 FOR VERTICAL MULL OPENING WIDTH FOR VERTICAL MULL SEE CORRESPONDING DETAILS MULTIPLE MULLIONS FROM FIGURE 1 ABOVE. INSTRUCTIONS: 1) DETERMINE THE DESIGN PRESSURE REQUIREMENT (LBS/FT') FOR THE OPENING USING THE ASCE-7 STANDARD 2) CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCT'S FRAME DEPTH. 3) REFER TO SHEET 22 TO DETERMINE IF THE WIND LOADING IS 'RECTANGULAR' OR-TRUWGULAR/iRAPEZOIDAL' GENERAL NOTES .............. _........ 1 INSTRUCTIONS ......... _.......... ...... 1 ELEVATIONS......................„...„.....1 MULL TO 2X WOOD ............._........ 2 MULL TO 1X & MASONRY ......... _. 2 INSTALLATION NOTES.„_..............2 MULL TO MASONRY ................. 3 MULL TO STEEL STUD................ 3 MULL 70 MULL ........................... 3 ANCHOR SPECS ............................ 3 ALTERNATATE CLIPS ........... ._...._ 4 BAY MULL INSTALLATION ...„......... 4 1 X 2 X.126 MULL SPECS -5 1 X 2 X.375 MULL SPECS.............. a 1 X 2.76 X.375 MULL SPECS..„„....7 1 X2.76 X.66 MULL SPECS.._._....a 1 X 3.126X.600 MULL SPECS._..._9 1 X 4 X.126 MULL SPECS ............ . 10 1 X 4 X.376 TUBE MULL SPECS.._ 11 1 X4X.375 T MULL SPECS..._... 11 1.25 X 3.188 X.266 MULL SPECS.-12 2 X 4 X.26 MULL SPECS.•...„........ 13 2 X 6 X.26 MULL SPECS_.__..__. 14 1.28 X 2.11 X.126 MULL SPECS.... 15 30' X 3.26 BAY MULL SPECS..._-.. 16 45' X 3.25 BAY MULL SPECS, ...... 17 MULLION & CLIP DIMENSIONS....-18-20 EXAMPLES 1 & 2.... ............. ...... _..21 LOADING EXAMPLES..._____.._..22 4) FIND THE CHOSEN MULLION'S MULLION CAPACITY (LBS/FT+1 FROM TABLES 1A THROUGH 13A, ON SHEETS 5 THROUGH 17 PRODUCT REVISED m complying uilh the Flolldo RESPECTIVELY, USING THE MULLION TYPE, LENGTH AND OPENING WIDTH OR HEIGHT (DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY). THE MULLION CAPACITY (LBSIFT2) OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE Code REQUIREMENT (LBS/FT2) FOR THE OPENING OBTAINEDIN STEP 1).4 A�cc,c�eptmcoNo 6) FROM THE SAME TABLE USED IN STEP 4)ABOVE, FIND THEVALUE IN THE NEXTCOLUMN ANCHOR CAPACITY REQUIRED (LBS). THIS VALUE REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUSTBE MET TOATTAIN THE FULL Mado Product Coillm MULLION CAPACITY. L1L )1 I 1111 /77j 6) FROM THE ANCHOR CAPACITY (LBS) TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION ( MULTIPLE ANCHOR/SUBSTRATE/ANCHOR-CLIP PATTERN MAY APPLY) SELECT pN ' FP �� AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR CAPACITY IS MET. ��.•''�LCENSF . 7) IF THE MULLION CAPACITY (LBS/FT2) OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT (LBSIFT'1 * ' No. 58705 = = FOR THE OPENING, YOU MAY USE THE -ANCHOR CAPACITY ADJUSTMENT FORMULA- TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED. WITH THIS VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE _ 13 8) 8) VERIFY THE DESIGN PRESSURE RATING (LBS/FT') FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION CAPACITY(LBSIFT'I OBTAINED FOR At :�O''•, AT OP .; '��'` ' LOR)O• THE MULLION SYSTEM. THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE ��'R` ., `j MULLED FENESTRATION PRODUCT ASSEMBLY. 1tOI 9) HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR APERMIT, NAB- A. LYNN MILUER, P.E. FL P.E.# 68705 to DETAIL A: DETAIL B: MULUON MULLION TO 2X WOOD BUCK MULLION MULLION ATTACHED TO 1X TRIP TYP.ANCHOR 1111,98". OR WOOD FRAMING WOOD BUCK AND MASONRY AND PERSUBSTRATE, oY OFFSET CLIP SHOWN ATTACHMENT SEE SEE TABLES 18-109 ( ) (STANDARD CLIP SHOWN) BY OTHERS, I j MULLION SEENOT I, �+ SEE SHEETS e I MIN 2,7 KSI %.' O W ERHER THE _f ° I I 18-20 FOR HOLE ,d - j° I I CONCRETE OR CMU''•�.'EDGE _ STANDARD OR I LOCATIONS �„�DISTANCE. In OFFSET MULL n EDGE m n e 11 EOGEDISTANCE SEES ETA13LES INSTALL DBY II DISTANCE m I a FOR MASONRY O THIS METHOD. d' SCREWFORWS n° I I I ANCHORS m Q p ,• 26VMAXFOR d n I I SIDE VIEW to W .. 4 ALL MULLIONS d.• n F Q (� z n' ° STANDARDOR (a=.i • A e- ./� n n e. OFFSET MULL Z ' " CLIP MAYSE °•n EXTERIOR ? a n INsraLLED eY j O \. . .. 'd EDGE . 4 • .. THI9 METHOD. (A Z n' ' a ' DISTANCEz MASONRY n d ANCHORS EXTERIOR e. °: ; N g to �o SEE TABLES KSTRIP BUCAND 1B-100 ATTACHMENT , . BY OTHERS, •t} 'ii SEE NOTE I, ' e; SHEET,. '• , SIDE VIEW FRONT VIEW INSTALLATION NOTES: 'I 1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE, THE CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED, REFER TO THE TABLES ON THE FOLLOWING SHEETS. FOR DETAILS A-D, EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. 3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHEAD. 4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C. SHEET 3. 6) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MWMI-DACE COUNTY APPROVED ELCO ULTRACON OR ELCO 1/4' S.S. AGGREGATOR MASONRY ANCHORS. TYP. ANCHOR PERSUBSTRATE, SEE TABLES IBAOB BUCKSTRIP -- AND ATTACHMENT EMBEOMENT'�j'•`T ••�1'•"•'%�t ••' BYOTHERS, SEE NOTE 1 SHEET 1. MIN 2.7 KSI CONCRETE OR CMU FRONT VIEW PRODUCT ItTiVISED as complying whk We PIDdda RuitdingCodc Aca nenw No LYNN Cifptrat Aalo t4inrul Dado ProdProduct Cwuro II Q�, 410ENSF' . � ii * ' No. 58705 STATED A, LJ1R f4 MIwv P.E. 58705 DETAIL E: y DETAIL C: AWMIN. MULLION TO MULLION MULLION DIRECTLY ATTACHED TO INTERSECTION NOTES: MASONRY STRUCTURE n+uLuoN (U-CLIP) �� €a' (STANDARD CLIP SHOWN) y 1) MAY BE INSTALLED IN 'TEE' OR -CROSS' at o ' / \ INTERSECTIONS. a VARIE3 1 _ I 2) MAY BE INSTALLED HORIZONTALLY o x z srluio a7oo I j TYP•ANCHOR (SHOWN) OR VERTICALLY. PER SUBSTRATE, ' N FISETMULL SEE TABLES 16-108 L 3 SEE U-CLIP DRAWINGS, SHEETS 18-20 Q CLIP MAY BE j I TOP VIEW FOR CORRESPONDING MULLION. Z AM INSTALLED BY 1 EDGE DISTANCE THIS METHOD. 1 II I " a FOR MASONRY MULLION Q W ANCHORS VARIESi+-----I J y (° I R12STEELSCREWS, fq MULLION USE PRE -DRILL e\///`"`/ MULLION AND USE SMS W O EXTERIOR 4' a y MULLION .Z m 0 EDGE DISTANCE ° • ` FOR MASONRY - ��I-U--•• ANCHORS n±,e LINTERSECTION Z = BV U•CUP j O-' Q (y Lk rvP.ANGHOR 8' .a ° EXTERIOR ¢ Z PER SUBSTRATE, 4 I�•�-••' SEE TABLES 18.100_ - ' 4 4 Z N TYR SUBS R SEE HOLELIB-20FOR F :i0 MO " PER SUBSTAATE, NOLELOCATION9 BUCKSTRIP SEE TABLES IO-IOB EDGE 1—�yJ �N B a AND FRONT VIEW _ _ ATTACHMENT . •a•• •• BY OTHERS, -- DISTANCE Q' Q `1 `1 f EMBED A; SEE NOTE I, .:°':' 9EE T111.10B ~ U% ( •• - •. SHEETI. '. �..•,..,;< Z Q O O - ,•.� EDGE d 2 Z V) 0 • . • .-; ''.. .[- _OISTANOE $p �U) `�1 MIN 2.7 KSI CONCRETE OR CMU MIN 2.7 KSI CONCRETE OR CMU 1870E �s SIDE VIEW ��S! �>w $ H o yyy999-� FRONTVIEW SIDE VIEW DETAIL D: MULLION ATTACHED TO STEELSTUD (STANDARD CLIP SHOWN) INSTALLATION NOTES: STRUCTURE 1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. TYP. ANCHOR eFORSTEELSTU PER SUBSTRATE,SEE TABLES 1BA00 2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION SEESHEETS PRODUCT•REVISED ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE, THE .ascomplyingwleUla Florida 18.20 FORBuildin Coda CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED, REFER TO THE TABLES ON THE . �� HOLE 8 FOLLOWING SHEETS. FOR DETAILS A-D, EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. ��LOCATIONS Axaj�µtao' 3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHEAD. MULLIONby-�MlfuulDBdoPmduGContra 4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C, SHEET 3. 6) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED EDGEELCO ULTRACON OR ELCO I/4'S.S. AGGREGATOR MASONRY ANCHORS. DISTANCE �� pN�..........'FRONT VIEWMCOMPLLWTwITHTHE LBURDWG 113-10T8BLEs BACKE ODE,A 2XENT BY THERS. MUST USED. NG.58705 ATTACHMENT BYOTNERS. � �_ EXTERIOR usew000aNcr+onsPEcs SIDE VIEW NOTES: 1) FOR 2X WOOD -BACKED STEEL STUDS, W000 s A E ANCHOR VALUES MAY BE USED. �i�� '•. FCORIOP,. 'U\�� 2) SEE SHEETS 6.17,EFFOR QUANTITY N OSCRA SS, '�iSiftNA A. LYN Mill R, P.E. FL P.E.# 58705 TABLE 3A Mullion Capacity Table IbaH12 Opening Width (forwNceliyaparr'8g mullions) or Opening Height (for hodzontaly-sparnlrg mUliolls) 60In 601n 70In 80 In go In 1001. 1201n 1401. fall in 1 x 2.76x .375A1um, Reelangulaz Loafing 7lepRdarp. Iaadng R¢clengWar Loadng Trep?dano Loadng -- -•- Reclengulaz Loading haprel g. Loadng ReclengWar Laing TroplRi-no. Loafing 'Rmlan9Wer Loading Trep/nlang. Loadng ReclerigW. Loadng TrepfTrfang. Loon Reotangular Loadug Traprillsog. fwedng Rectangular Load.D Traplldeng. Loafing Rectangular toad.➢ Tiop7Tdang. Loadng 'rube •u ., g 9Ei $ b9gP a�!- 8X 9 9p` ,. 'a •u�., X � •s�,. 3 '3 g '1 u�-,. k a .�'.. @. :L' a .' a�9 & -i e 9�g •� aI aKK170.0 I �, I d �ai J,.Mullion i1.9 62D f7M0 435 f70.0 744 17M0 478 170.0 868 170.0 I70.0 608 630 170,0 170,0 892 170.0 519 170.0 Ills Roo 621 1240 170.0 521 146.7 1301 170.0 621 127.6 On 170,0J. 121 IH.5 1301 170.0 621 481n 170.0 TO 170.0 524 170.0 8% 170.0 684 f70.0 992 1133 170,0 661 151.8 1139 170.0 871 1139 170.0 680 Ills 1139' 170.0 680 97.6 1139 170.0 660 85,1 1139 f70,0 680 60.625In 170.0 747 170.0 663 170.0 $90 170.0 631 167.8 1032 170.0 684 146.8 1032 170.0 723 130.6 1032 17o.0 7474 f032 170.0 766 97.9 1032 170.0 756 83.9 1032 170.0 766 73.4 1032 170.0 766 54In 170.0 797 170.0 612 161.3 007 170.0 130.3 fi9i 811 1J8.2 807 164.7 730 120.9 007 161.b 720 107.E 807 145.0 714 g07 I 141.1 710 80,8 g07 N0.0 709 69.1 907 f10.0 T00 60.5 g0T 140.0 1a9 6010 14l.f 735 151.E625 If7.8 735 t00.8 7J5 116.0 599 88.2 735 106.2 800 78.4 735 99.5 683 735 95.1 076 66.8 735 01.8 674 60.4 735 01.8 574 44.1 735 g1.8 574 63 in 121.9 668 13Mo $7002&7 669 111.5 657 87.0 868 08.0 547 70.2 666 00.1 538 67.7 666 83.9 531 6W 79.8 528 50.8 888 76.8 521 43.6 663 75.8 521 38.1 668 75,6 521 f. 661n 106.0 607 112.4 622807 Oe.t 611 75.7 807 $5.0 501 66.2 607 77.1 {g3 58.9 607 71.5 488 607 67.6 481 44.2 607 63.4 476 37.9 607 62.7 474 33.1 607 62.7 414 72 in 81,8 510 55.8 443510 73.0 434 6e.3 $10 64.3 426 51.0 610 $7.9 419 45A 510 63.3 41M 610 50.0 408 34.0610 45.9 402 29.2 610 44A 390 25.6 610 44.3 399 761n 69.4 458 72.6 400458 61.7 392 49.8 458 64.1 385 43.4 458 46.6 378 38.6 458 44.6 373 4S8 41.6 30 28.9 459 37.7 362 24.8 458 36.0 359 21.7 459 35.7 358 781n64.2 435 67.0 361435 6&8 373 45.0 435 49.8 360 40.1 435 44.7 360 35.7 435 40.9 355435 30.1 351 28.8 435 34.4 344 22.9 135 32.6 311 201 4u 32.2 310 90in 41.8 327 43.1 290327 36.4 283 29.9 327 31.6 280 26.1 327 28.3 275 23.2 327 - 25.7 271 327 23.7 268 1 .4 327 21.0 202 14.9 327 19.3 258 961n 34A 287 35.4 251287 29.9 252 24.6 287 28.0 23.1 2/4 19.1 287 20.0 240 17.2 287 18.3 237 14.4 287 16.9 232 fO81n 24.2 227 24,7 205 20.2 227 20.8 201 17.3 227 18.0 ft 16.0 195III L fn 22.3 215 22.7 104 16,8 216 10.1 191 16g 215 16.6 1201n 17.6 184 17.9 167 _..._._.._........... _.......___.___ Anchor Capacity Table (Ibe) u _...... eumuete: 27k Conaele 3.Sk Caw, Hw-CMU Filled CMU 11 PT Wood Mefal Ancbor Clip Patterns AnohaType: 3/16"ElcuUllrscon 114'EleoUIUr n US' Eloo UOaoon 3I1S'EleoUlracon 1/4•ElcoUltrecon iW SB Eko Agg,.0elor 5116' Elw illlrecon 114" SS FJco ggg83 #10 6leel Sa06teel #12 Steel #12ScmW05) #12 Steel Scre&eO Ed90 gat'"((in) 1" 2-1W 1' 24/2' 3.1f8' 1" 2-1l2' 1 2.10 Z' 3.118" 2' 0.46' MR, _ M324' 2 Arwhae 4g 4.1S MIMo.C. Embedmerd lin): I61.Wardofomei CltP(flg.17 134" 3901ba 1.3/4" 3901-to 1131/4" 5501bs 13f4" 890lbe Z' 160E7 1-114' 2101bs 1 1-114" 2801Fe 1-114• 3541bs 1-1/4" 740 Me 1-114" Ibs 1-114" 664 it. 2" 11821ee' I -we, [be 1-Tw 420lbs (see nde 4) 5601bs 4 Anchors Q 1.15 Min. O.0 I St9Maid ter orm) Cllp (Fig. 2), 4 Anehore 4J S line O,C. f (2)2x5 Angle Clip.I (Fig. 31 4801ba 700lbs WA WA WA WA 3801be WA NfA WA WA WA 6521bs 84011 11201Ds 7801bs 780 )be 680 IW 156011bs 18961be 440 Me 5601be WA 7801De am Ito a801ha 2354 Me 652lb, 640lee 11201be 2 ANhers 0 0.45" Min. O.C.1 DCllp, Into I1W Arm. (Fig, 47 WA WA WA WA WA WA WA WA WA WA WA WA WA WA 716Ibe 1 Anchor I F•C8p(FIM 6I 705lbe 1951bo 225 ibe 4451be 8221be 1351be 140lbs 177lb. 3701Ds 2341f» 3321be 5911bs 1631bs 2101bs 280I� 2 AncMn ®1.16' Min O.CJ F-0np (Fg. 9} ?AO lbs 3501bs WA WA WA WA 1901bs WA WA WA WA WA 326lb, 4201bs 560Ibs c: FORTHE nE OFFSET CUP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: FIGURE 2: FIGURE 3: ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 4: FIGURE 5: FIGURE 6: CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 21. AUJUSTMENT CDP„)X1,..._'.'".."".. ANCHOR CAP.- `MULLION CAP.,,,,,,,,, USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED` CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION, CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE, FOR EXACT DIMENSIONS, SEE SHEETS 18-20 HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18-20. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF •125' THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST.125' THICK AND Aft ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL PRODUCT REVISED e9 complying I ilh We Florida Acts lance Accepg CodNo 3-© .05 j.'v ft"?n ato 11 %licad Dado Product central `11t1111111!!/f 2.750'D311 ..• * ' No. 58705 ••�C7� lS ��•� OF •'•. 1'X2.75'X.376'MULUON iO'� FCORIOP'••' �� '�7,s� O�f1YAL � �•• A. LYNN MILER, P.E. FL P_E.# 58705 TABLE 7A Mullion Capacity Table Ib9/ft2 Opening Width (for vedcally-spanning mullions) or Opening Height (for horizorllalysparid g mdgons) 601. 60 in 701n all 1. 90 in 100 in 1201n 1401n 1801. 1 %4 X.376 Alum. Tube Rectangular Loadng Tmp/Tdang. Loadng Rectangular Lowing Traprfdang. Loading Rectangular Loafing Tmp/rdang. Leadrg Rectanguar Loadng naprfdang. Loading Rectangular L-In9 Tjorrdar\q. Loading Rectangular Lowing T,aprrdang. Loafing ftectangular Loafing TrapRdang. Loedn4 Rectangular Loedine Traprrdang. Loafing ReUangular Loading Trap/Tdang. Loafing Mullion 5 Is 5 Ise fi$ a 5� b 5 5$ a� $ e� 5 h� 5� s� 8 b$ 5� S sF 5� h�3 5 is S b� 8Q 21} 5 h g Is 421n 170.0 620 170.0 435 170.0 744 170.0 478 170.0 869 170.0 506 170.0 992 170.0 519 170.0 1116 170.0 621 170.0 1240 170.0 521 170.0 USS 170.0 521 170.0 1735 170.0 621 170.0 1083 110.0 521 401. 170.0 700 170.0 624 170.0 650 170.0 694 170.0 "2 170.0 630 170.0 1133 170.0 601 170.0 1270 170.0 877 170.0 1417 IMO 680 170.0 1700 170.0 680 170.0 1983 170.0 080 15t.8 2024 170.0 Sao 60.625 in 170.0 747 170.0 563 170.0 age 170.0 631 170.0 1048 170.0 694 170.0 1195 170,0 723 170.0 1345 170.0 747 170.0 1494 1 170.0 1 756 170.0. 1793 170.0 766 IWA 1919 170.0 766 136.6 1910 170.0 7W 541n 170.0 797 170.0 012 170.0 956 170.0 691 f70.0 Ilia 170.0 754 170.0 1275 170.0 $03 170.0 1434 170.0 637 170.0 I594 170.0 856 159.9 1799 170.0 881 137.1 1799 170.0 661 120.0 1729 170.0 861 601n 170.0 885 170.0 701 170.0 1063 170.0 797 170.0 1240 17a,0 878 170.0 1417 170.0 944 170.0 1594 f70.0 998 155.5 late 170.0 1033 129.8 tale 170.0 ION t11.0 1619 170.0 1003 97.2 ISO 170.0 Was 63In 170.0 930 170.0 745 170.0 life 170.0 $50 170.0 130E 170.0 040 170.0 1488 170.0 1015 168.7 1542 170.0 1076 141.0 1642 170.0 1122 111.5 1542 168.5 1168 100.7 1542 107.9 1157 83.1 1642 161.8 1167 n 66In 170.0 974 170.0 789 170.0 1169 170.0 903 170.0 1364 170.0 1002 160.6 1472 170.0 .1088 142.8 1472 168.8 1148 128.6 1472 158.E 1130 107.1 14-12 147.8 1108 SIX 1472 146.0 1104 80.3 1472 146.0 1104 721n 170.0 1063 170.0 078 170.01 12161 170.0 1009 150.8 1320 186.2 1101 132.0 1320 149.9 1082 117.3 1320 137.6 IWO 105.6 1320 128.6 1049 80.0 t320 I17.0 1024 76.4 1320 112.6 lots We IS20 112.5 1012 ..1 781n 170.0 1122 170.0 937 149.8 1164 169.4 1013 128.2 1164 139.9 994 1172 H84 12.4.7 978 06.7 1184 115.3 964 89.8 1164 107.5 952 74.8 1104 97.6 05 64.1 1184 03.1 927 KI 1184 92.3 925 781n 168.1 1124 170.0 987 138.4 1124 147.0 965 118.6 1124 126.0 947 103.8 f124 115.E 931 92.3 1124 105.8 at$ 810 1124 98.6 906 69.2 1124 89.0 890 69.3 1124 84.3 86f $1.9 1124 93.2 878 901n 108.1 844 111.5 760 90.1 844 94.3 738 77.2 844 82.1 724 67.0 844 73.3 712 60.1 844 68.5 702 64.0 844 SIA 693 45.0 844 54.2 678 38.6 644 50.0 668 33.8 844 47.7 662 96 In 89.1 742 91.6 663 74.2 742 77.2 852 83.8 742 07.2 841 65.7 742 59.8 631 49.5 742 54.1 822 44.5 742 49.6 fit! 37.1 742 43.6 WO 31.8 742 39.8 690 27.8 742 37.6 6it4 10a In 62.0 5g0 6.3.9 530 62.1 568 53.8 521 44.7 US 16.8 513 38.f 586 - 313 498 31.3 686 34.2 492 26.1 SM 20.6 481 22.3 586 20.6 472. 19.5 58a 24.7 466 I111n 57.6 555 58.6 603 48.0 555 49. 4405 41.2 555 42.9 487 36.0 555 38.0 34.2 473 28.8 555 31.3 467 24.0 555 27.1 457 20.6 555 24.3 448 18.0 555 224 412 1201n 45.6 475 46.4 433 38.0 475 39.0 428 32.6 475 33.7 420 28.5 475 29.8 W25.3 28.8 409 22.8 475 24.5 404 19.0 476 21.1 394 18.3' 475 18.1 387 I4.3 !74 17.2 381 f441n 26.4 330 26.7 305 22.0 330 224 301 18.0 330 19.3 207 18.5 330 17.0 TABLE 78 Anchor Capactty Table (Ib9) Substrate: 2.7k Concrete 3.6k Conc. Hollow CMU Filled CMU PT Wood Metal Ard)Dr Clip Patterns �anan'pe 3/18'Elco Ulreeon 1/P Elco Ubacon W16• EJro UOacan 3/f6•Etco Ulrecon 114'Eico lMmcm 1/4' SS EIeo AggreGata W S' Eico Ullman 1/4• SS EIco AggreGator •10 Steel Sbrew(G6) 012 Steel Scfew(G5) IH2 Steel Scraw(G5) __ Edge delance (in): 1' _ 2-112' 1' 2.11V 3-1/y 1' 2-112' 1' 2-In. 2• 3418' 2• 0.48' 0.54' 0.324' Embedment pn): 1314' 1314' 1 W4' 134' 2' �1414- 1-114' _ 1.1V 1.1/4• 1.1141 1-fle 2' 13/81 i-WB' (sea note 4) 2 Anchors@43Vkiln. O.C./ Standard Clip (Fig. l or 2): 390lbs 300lbs 450Ibs 890lbs 1644 lbs 270lbs 2801bs 3541bs 740lbs 468lbs 864 lbs 1182 lbs 326lbs 420Ibe 6601bs 4 Anchov;Q2.25'L11n. O.C./ Standard glp(FIg. 3): 700lbs 70a lbs 6SO Ibs Mill1M 962lbs WA 660los WA 6301bs WA 8801be WA 652lbs 8401be 1120[be 8Anohas(81.16"Min. O.C./ Standard Clip (Fig. 4). 9801bs 1400lbs WA WA WA WA 7601be WA WA WA WA WA 1304lbs 16801be 2240lbs 4 Anchors 0 3• Mtn. O.C.1(2) N6 Angie glps (Fig. 6):l 780lbs 780lbs 9001bs 178016s 3268lbs 640lbs 560]be 708lbs 14801be 9M lbs - 1328 N3 23641bs 652lbs 840lbs 1 f201bs BAnchon@ W Min. 0.0.1(2)ZOAndo Olps Mg. B): 11701bs 11701bs 1-Ibs 23401ba 28441bs 810lbs 840lbs WA 11401bs 14041Ln 1320 be 35W Ibs 978lbs 126016s- 1"albs 4 Anchors ® 0.46 Mln. O.C. I Ugip, Into 1/V Alum. (Fig.:): WA WA WA WA WA WA WA WA WA WA WA WA WA WA 14321. 2 ArIchas Q 2.2V Min. O.C. / F-Qlp (Fig. 8),j 350lbs 1 3501bs 1 290lbs 7051bs 478Ib0 WA 280lbs WA 315lbs Olbs 1d01bs O lbs 32616a 420Ibs 6601b3 4 Andras ®1.16-Min. O.C. / F-CBp (Flo. ftj 480 ft 1 700lbs i WA WA WA WA 380lbs WA ' WA WA WA I WA 1 6521be 1 840lbs 11201ba VAYAl l I T =ANCHOR CAP.,,, USE THIS FORMULA TO OBTAIN THE *ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. "JE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE TABLE NOTES: e 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURES.' FIGURES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION • • • • • • • • • • • • ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. • • • • • • • 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS FIGURE 5: FIGURE 6: FIGURE 7: SHOWN ON SHEETS 18.20. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. • • • • ES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND • • • • GROUT-FD CONCRETE BLOCK UNIT SHALL To ASTM C-90. WOOD SHALL BE KU) AONFORM SOUTHERNALUMINUMBE PRESSURE-TREATEDYELLOSOU PINE WITH • • STL STUDS TO BE.6 MINIMUM GRADEL045' EA MN ANGLE CLIP (FIGURES 538) MUST BE USED IN PAIRS. THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125' THICKAND A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. Florida LYNN ' No. 58705 �. �(�*t5 ��• STATE F :• &/0NAL E •�• A. LS IdN/M1LL 16.E. FL P.E.# 58705 EXAMPLE 1: SINGLE VERTICAL MULLION 72• MULLIO LENGTH NO ANCHORS N IN HEAD SEE SEE FENESTRATION DETAILS, PRODUCTS SHEETS APPROVAL 2.7 - 4 Q SEE DETAILS, SHEETS 23 I 'NO ANCHORS IN WINDOWSILL I 32'-------''{ 32' �I MULL W10TH "--------•OPENING WIDTH THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES. THE WINDOW FRAME DEPTH IS 2.1/4%THE OPENING REQUIRES A DESIGN PRESSURE OF+60.0/-60.0 FOR 1) INITIALLY ASSUMING THAT A 1- WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 72-AND THE OPENING WIDTH IS 32'+32+1' =65'. REFERENCING SHEET 22. THE COLUMN USING RECTANGULAR LOADING MUST BE USED. SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2414' AND WILL MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+80.01.60.0 PSF. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE. FROM TABLE 3A, SHEET 7, THE 1' X 2.75' X.376' MULLION (LENGTH = 72%OPENING WIDTH = 70') MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS+/ 58.3 PSF AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. FROM TABLE 4A, SHEET 8, THE 1' X 2.75' X.650' MULLION (LENGTH = 72, OPENING WIDTH - 70') HAS DESIGN PRESSURE OF+/-72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 636 LBS. 2) USE TABLE 48 TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE. BOTH THE STANDARD CLIP WITH (4) #12 ANCHORS AND THE 2X9 ANGLE CLIPS WITH (4) #12 ANCHORS HAVE A CAPACITY OF 840 LBS. THOUGH EITHER ONE COULD BE USED, THE STANDARD CUP IS EASIER TO INSTALL. 3) VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATION PRODUCTS, WILL APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. IN THIS EXAMPLE, THE DESIGN PRESSURE REQUIRED WAS +/.60.0 PSF. THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 PSF WITH AN ANCHOR CAPACITY OF 636 LBS. ALTERNATIVELY, THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 60 PSF: (60 PSF) X ( 636 LBS \ = 524.9 LBS (MAY BE USED TO QUALIFY # 10 STEEL SCREWS FROM TABLE 4B) 72.7 PSF 1 THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL. THE WINDOW FRAME DEPTH IS 2-3/8'. THE OPENING REQUIRES A DESIGN PRESSURE OF +50.01-55.0 PSF. FOR THE VERTICAL MULLION: Q N 1) INITIALLY ASSUMING THAT A V WIDE MULLION IS SUITABLE, THE MULLION LENGTH IS 32'+72'+1'=105'AND THE OPENING WIDTH IS 36'+36'+1' =73'. REFERENCING SHEET22, z� Q 4 Z THE COLUMN USING RECTANGULAR LOADING SHALL BE USED. SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-318'AND WILL yo N EXAMPLE 2: MULTIPLE MULLIONS MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+50.0/•55.0 FOR IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE. UL WI MLDTH r FROM TABLE 3A, SHEET 7, THE 1' X 2.76-X .376- MULLION (LENGTH-1OW.OPENING WIDTH = ST) MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS+/.15.1 PSF O . `1 AND WOULD NOT BE SUITABLE FOR THIS APPLICATION, ff FROM TABLE 9A, SHEET 13, THE 2- X 4-X.260' MULLION (LENGTH =108', OPENING WIDTH = 80') HAS DESIGN PRESSURE OF+/-64,7 PSF WHICH EXCEEDS THE REQUIREMENTS Z O Q Q SEE SEE DETAILS, FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS. d �.� 32• FENESTRATION SHEETS 23 BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD 2' TO THE WIDTH OF THE MULLED UNIT, THE ADJUSTED OPENING WIDTH IS 36+36+2•=74', NOT 73' AS PREVIOUSLY PRODUCT'S APPROVAL\ ASSUMED. VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING. ALTERNATIVELY, THE WINDOW WIDTHS MAY BE REDUCED TO MAINTAIN THE DIMENSION �_ 73' (35-1/2'+35-1/2-+2'=73'), 2) USE TABLE 9B TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FORTHE CONCRETE SUBSTRATE. IN THIS EXAMPLE, ASSUME THE POURED VERTICALI _ I CONCRETE HEADER AND SILL ARE 8' WIDE. IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8'. CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE. MULLION "—SEE -SEE LENGTH USING THE STANDARD CLIP WITH (6) 3/16- ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2-1/2' GIVES AN ANCHOR CAPACITY OF 1050 LBS WHICH IS GREATER, AND A DETAILS. DETAIL E, THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY OF ON LBS. OPENING 9HEETS 23 SHEET3 FOR THE HORIZONTAL MULLIONS: HEIGHT FOR BECAUSE THE VERTICAL MULL WILL BE A 2' X 4' X.260' MULLION, IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS, ALTERNATIVELY, ANOTHER HOR17 MU [ON M' I. // // BE CHOSEN. MULLION TYPE COULDODUCTRBVISED a complying with tile Plorlda 1) THE MULLION LENGTH IS 36-AND THE OPENING HEIGHT IS 32'+72-+2' =1U6', REFERENCING SHEET 22, THE COLUMN USING TRAPEZOIDAL/TRIANGULAR LOADING MAY BE USED. FROM TABLE 9A, SHEET I3,THE 2-X4-X.260•MULLION (9 LENGTH -42', OPENING HEIGHT -120') HAS A DESIGN PRESSURE OF+1-170.0 PSF WHICH EXCEEDS THE ulldinBCode lND36 REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION, NOTE THE ANCHOR CAPACITY REQUIRED OF 621 LBS. 1S0 SEE 1 DETAILS, EETS 2) USE TABLE 9B TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE. IN THIS EXAMPLE, ASSUME THE CMU JAMBS ARE 8' 23 WIDE, IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8, CARE MUST BETAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE. USING THE 2X6ANGLE CLIPS WITH 3/16- ULTRACON dn "llu,/ //! (4) ANCHORS AT AN EDGE DISTANCE OF V GIVES AN ANCHOR CAPACITY OF 640 LBS WHICH IS GREATER, AND THEREFORE SUITABLE, FOR THE REQUIRED �� I / 11. _-IfL J. II ANCHOR CAPACITY OF 521 LBS. L— 38'. HORIZ ---�I F•— 30',HORIZ.� LENGTH MULL LENGTH 4) FOR THE U•CLIP IN THE HORIZONTAL MULLION TO VERTICAL MULLION, USE THE SAME ANCHOR CAPACITY OF 621 LBS. TABLE 9B FOR THE U-CLIP SHOWS THE AN P�•,•'•vCEN$F'•. Ilh_—MULL CAPACITY IS 1074 LBS WHEN USING 3 ANCHORS, WHICH IS GREATER, AND THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 521 LBS. THE = �, NO.66705 ' OP —OPENING WIDTH FOR VERTICAL MULL ANCHOR TYPE IS A #12 STEEL SCREW. `` FROM THE ABOVE STEPS, OUR MULLION DESIGN PRESSURE IS: +/-84.7 PSF FROM THE VERTICAL MULLION; C �) •, Yt +/-170.0 PSF FROM THE 36' HORIZONTAL MULUON ATTACHING TO CMU; % O•, STA - 0 I J 'f� •�� ma's +/-170.0 PSF FROM THE 3V HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION ONTERSECTION). '• FIOP,.•' (OR THE LOWEST DESIGN PRESSURE IS+/.64.7 PSF AND WOULD APPLY TO ALL OF THE MULLIONS. •.,('jN�` VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATION it PRODUCTS, WILL APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN A. LYNN MILLER, P.E. ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. FL P.E.# 68705 EXAMPLES OF RECTANGULAR LOADING, o__r�PW LOADING OF VERTICAL MULLION SILL OF WINDOWS NOT ANCHORED 4 Q LOADING OF VERTICAL MULLION SILL OF WINDOWS NOT ANCHORED �oF LOADING OF VERTICAL MULLION WITH INTERSECTING HORIZONTAL MULLIONS LOADING OF HORIZONTAL MULLION WITH INTERSECTING VERTICAL MULLION LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS LOADING OF HORIZONTAL MULLION LOADING OF (2) HORIZONTAL MULLIONS LOADING OF VERTICAL MULLION EXAMPLES OF TRAPEZOIDAL/TRIANGULAR LOADING: LOADING OF HORIZONTAL MULLION III�I• ��II LOADING OF VERTICAL MULLION it LU co CD 0) �It W LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION NOTES: 1) DRAWINGS ARE RODUCI'RHVISCD a complying with lhoFlorida RERESENTATIONS OF TYPICAL _ PW CONFIGURATIONS. ulldinSCada D 15. IcuR"til_o - CONFIGURATIONS NOT SHOWN MAY BE EXTRAPOLATED FROMTHOSE SHOWN. IDCde(gdtk bhirp :�'�N.•""""'• �� Q�,•' VICENSF'• .�� 2) IF THE LOADING TYPE CANNOT PW BE DETERMINED, USE RECTANGULAR LOADING. NO.58705 * = - 3) SEE PRODUCTS'APPROVAL FOR ACTUAL ANCHOR LOCATIONS. = —'O // $TAT r0 �. '•�� :��ORID�. •'G�'C �� " �� NAL �� E11111I1I�" LOADING OF HORIZONTAL ��`� / MULLION A. LYNN MILLER P.E. FL P.E.# 58705