Loading...
HomeMy WebLinkAboutSUBMITTED PAPERSxciCEIPT: PERMIT 1. 2. 3. 4. �_ -_ PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION • • • • Fort Virginia Avenue*WWIC C Fort Pierce, FL 34982 J ,CAfVNEr (772) 462-1553 BY APPLICATION FOR REPLACEMENT OF CCS t h �1 �i. Lucie CountyWINDOWS, SKYLIGHTS, SWING DOORS, SLIDING GLASS DOORS & OVERHEAD GARAGE DOORS JC Tr�,dS�l c1 LOCATION/SITE ADDRESS: I v/I�VCit/� 1 `� PARCEL ID NUMBER: 44-W o . 1 )0. OOZA • a 0 •4 TYPE OF STRUCTURE: SFR ACTIVITY: MOBILE HOME 5. OWNE O TIO �,{� 6. Name• Y 1'i Addres • City: State Zip: Phone: -�� I Email: j—noel OTHER CONTRACTOR'S INFORMATION FL Reg/Cert #: County Cert #• Business Name: i "PA fi�w6 Phone Number: Email @ iIZCGd. t w COMPONENT ID. PRODUCT D SIGN PRESSURE ' ` PRODUCT APPROVAL # WINDOWS A--?,;zD --' 91 SETS V Iri P 0w -M SLIDING GLASS DOOR -- (y 0 - ra t -IpI L • 6 SWING DOOR MULLIONS 4413 - S OVERHEAD GARAGE DOOR [] Attach 2 copies of the Product Approval VALUE OF CONSTRUCTION: $ -W, with details to the product being used. FEES DUE: OWNERS AFFIDAVIT: I certify that all of the information contained in this application is co ect and that all work will be done in compliance with all applicable laws regulating construction and zo g. PRINT OW R CONTRACTOR/Q5FIER NAME SIGNATURE OF O E O CONTRALTO QUALIFIER STATE OF FLORIDA, COUNTY OF AC�� KN GED BEFO � - �•. DAY OF , 20 BY S O HAS PRODUCED AS I N SI URE OF NOTARY TYPE OR PRINT NAME OF NOTAfy EAL4�"�isr� TITLE: NOTARY PUBLIC �'�/ COMMISSION NUMBER�',Q NOTICE TO OWNER: FAILURE TO REC �E�MMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR TO YOUR PROPERTY. IF YOU INTEND T , CONSULT -WITH YOUR LENDER OR AN ATTORNEY BEFO YOUR NOTICE OF COMMENCEMENT. � n 4P JOSEPH E. SMITH, CLERK O_F_,THE CIRCUIT COURT — SAINT LUCIE COUNTY_ FILE # 3924457 OR BOOT; ')3 PAGE 1524, Recorded 02/12/2014 a;' %:53 PM PERWINUMBM a It Lei -DEOJ akII The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. t' J / �y� I. DESCRIPTION OF PROPERTY (Legal description of the properly & street address, if available) TAX FOLIO NO.:'14uo-W3'/YWZQ ^Ott -q S. OWNER INFO-WATION OR LESSEE INFORMATION IF TtrE LESSEE �J21T%.IM:�f11'!'J�19]C��IIr!�JIPli/%(7/IYIfr7I�/!1!i%•iriw!JsYl.61r • • S. SURETY (ihppliaNe, a eopy of the payme band is eosdted): s Nameadddress b. Ph— weber. 6. a LENDER'S a A—d ofbond S Lender's dd— b. Phone —bar. 7. Persons within the State of Florida designated by Owner upon whom notices or other documents maybe served as provided by Section 713.13 (1) (a) 7., Florida Statutes: s. Name and address b. Phone rormbers ddmigmted persons 8. a In addition to himself or herself, Owner designates of to receive a copy of the Lienor's Notice as provided in Section 713.13 (1) (b), Florida Statutes. b. Phme numba afpemoa ere entity dmigmted by Owner. 9. Expiration date of notice of commencement (the expiration date will be I year from the date of recording unless a different date is specified): 20_ or Lessee, or Owner's or I.essee'g (Print Name and Provide Signatory's TidelOf6ce) Sate County of The goin,8 instrument rwas ,ac�powledged before me this 11 day of - 20 by 'LY IQ 1,1 �A (7� as (name of person) (type of authority,.., e.g. officer, trustee, attorney in fact) for (name of party on behalf of whom instrument was executed) Personally Known Produced Identification_ Type of 1 oduced SHERRI KELLE -•• � MY COMMISSMMISS ION • EfP260f)6 EXPIRES Ocioba 04e 201E (Signature of Notary Public 10 �pS-010] oora (Print Type, or Stamp Commissioned Name of Notary Public) Rev.10-Is12 STATE Of FLORIDA ST, LUCIE COUNTY THISISTOCERTIFYTHATTHISISA TRUE 00 CORRECT COPY Of THE ORIGINAL. vy, MITH t tt'trr!4 Data: e�lis�s��fk - ----- 2 �� F ST. LUCIE COUNTY Vinyl Siding INSTRUCTIONS Please complete all information in the space provided. All information must be Printed (use black or blue ink only) or Typed. This application for replacement of Windows, Skylights, and Doors is to be used only for those activities that are not otherwise included under a primary building permit. This application for Permit may not be used for any activity that includes any type or kind of structural alteration. Building activities involving structural alteration, in addition to the replacement of Windows, Skylights, Doors & Overhead Garage Doors, must be permitted through the regular building permit review process. The information to be provided with this application includes: 1. LOCATION/SITE ADDRESS: ............................................. Indicate the street address, or general location, of the property on which the building activity is taking place. 2. PARCEL ID NUMBER......................................................... Indicate the Property Tax Identification Number for the property on which the building activity is taking place. 3. DESCRIPTION OF PROJECT OR WORK ACTIVITY........ Briefly describe the building activity under permit application. 4. OWNERS INFORMATION: ................................................. Indicate the name and address of the owner of the property on which the product is to be installed. 5. CONTRACTORS INFORMATION: .................................... Indicate the State of Florida (if applicable) and St. Lucie County contractor's registration numbers, and the name of the business doing the work. 6. VALUE OF CONSTRUCTION: ........................................... Indicate the total value of the work to take place. Total cost of construction includes all material and labor costs associated with the building/construction activity. The value of construction is used to determine the amount of permitting fees to be assessed. St. Lucie County reserves the right to question and/or modify the indicated value of construction if it is demonstrated that the submitted figures are not consistent with similar types of construction. All applications for Permits are to be submitted to the St. Lucie County Building and Zoning Department, St. Lucie County Administration Building, 2300 Virginia Avenue, Fort Pierce, FL 34982. All applications for Permits must be completed and filed with the Department no later than 4:30 P.M. each business day. No applications will be accepted for processing after 4:30 P.M. For assistance in completing this application, please contact the St. Lucie County Building and Zoning Department, at (772) 462-1553, during regular office hours (8:00 AM - 5:00 PM), Monday through Friday. Following the issuance of this Windows, Skylights, Doors & Overhead doors replacement Permit, the scheduling of all required inspections maybe made by calling (772) 462-1261. SLCCDV FORM NO: 006-05 Revised: 4/10/2012 PDSD JC Property Appraiser - St.Lucie Co- k--,, , FL Page 1 of 2 PROPE( RECORD CARD Richard T Clarke Record: 1 of 1 <<Prev (" ct>> Spec.Assmnt k Taxes Exemptions Permits Home Print Property Identification f CIE- , Site Address: 1614 NW SWEETBAY CIR ParcellD: 4426-803-0029-000-4 G,y Sec/Town/Range: 26 :37S :40E Account #: 119418_ y Map ID: 44/26N Use Type: SF Res e Zoning: PUD City/Cnty: Saint Lucie County ' Ownership and Mailing Legal Description Owner: Richard T Clarke Barbara P Clarke HARBOUR RIDGE -PLAT 8- SWEETBAY VILLAGE UNIT 6 (OR 3526- Address: 1614 NW Sweetbay Cir 2946) Palm City FL 34990-8055 Sales Information Assessment 2013 Total Land and Building Date Price Code Deed Book/Page 2013 Final: 240300 Land Value: 88000 Acres: 0.34 5/28/2013 266000 0001 WD 3526 / 2946 Assessed: 240300 Building Value: 152300 2/15/2008 415000 00 WD 2940 / 2278 Ag.Credit: 0 Flnishel: hRCR0E5RFRR1'R6VERTI5ERIEnT 10/21/2002 315000 00 WD 1600 / 0880 Exempt: 1/15/1999 258000 00 WD 1198 / 0274 Taxable: 7/1 /1992 260000 00 WD 0797 / 2950 Taxes: 4866.62 3/1/1988 271000 00 CV 0580 / 1908 BUILDING INFORMATION Exterior Features View: - RoofCover: TC - Clay Tile ExtType: HA- - HA- YearBlt: 1989 Grade: A- - A- EffYrBIt: 1989 StoryHght: 0010 -1 Story No.Units: 1 Interior Features BedRooms: 3 Electric: MX - MAXIMUM FullBath: 2 HeatType: FHA - FrcdHotAir 1/2Bath: 0 HeatFuel: ELEC - Electric %A/C: 100 %Heated: 100 Special Features and Yard Items Land Information Type Y/S Qty. Units Qual. Cond. YrBlt. No. Use Type DWC - Driv-Concret Y 1 720 AV AV 1989 1 0100-SF Res RoofStruct: GA - Gable Frame: - PrimeWall: BS - CB Stucco SecWall: - PrmintWall: DW - Drywall AvgHUFI: Prm.Flors: CU - Carpet %Sprinkled: 0 Type Measure Depth GFI -Site 1 THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED. http://www.paslc.org/paslc/prc.asp?prchd=442680300290004 2/10/2014 ��� Paz -ors � \m Yahoo! - 400 Bad Request Page 1 of 1 https://bfl-attach.y �til.com/us.fl401.mail.yahoa'....j /ya/secure... 3/10/2014 '6� jj)) .� ' '«.�. �. i� .1. :�z�� f { �+ `• `i � `�+l ,I% �,'1.:�1,1 '�!�^,., (. +1�1.Y:+;, ,� rail is is � . �+ • f i; rc .. "�. . 1, � ' 1 . �', � : t,', ;y c .., ' � ' ���' .;+�_ i . .Y+, \.+, Y1+, ,1, 1 . r A`� �t1 it ` .,'3 `,, �' .,,1 ,.Y ...�, ., '°.I `�' �,t" i � . 1, �. .'.' MIAWDADE MIANII--DADS COUNTY, FLORIDA 0 PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 31S 2590 F (786) 3152599 _NOTICE OF ACCEPTANCE (NOA) .vww.mlam1da4e1ov/econom1 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 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 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. 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 "PGT" Clipped Extruded Aluminum Tube Mullion - L.M.I. APPROVAL DOCUMENT: 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., bearing the Miami -Dade County Product Control Revision Section 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 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 otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises 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. 10 Zt t3 NOA No. 13-0815.00/ Expiration Date: May 26,?� Approval Date: October °' PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No.10- 0819.05) 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-1 thru E-1), dated 02/28/11, and addendum letter dated 05/05/11, all signed and sealed by Marlin D. Brinson, P. E. (Subrnitted under previous NOA No.10-0819.03) 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. (Submitted under previous NOA No. 11--0922.01) D. QUALITY ASSURANCE 1. 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. (Subrnitted underprevious NOA No. 11-0922. 01) Jaime D. Gasco , P. E. Product Control Section Supervisor NOA No.13-0815.05 Expiration Date: May 26, 2016 Approval Date: October 31, 2013 E--1 Z—a £ioZ `rC aagopo :a;e(i IuAoAddy 910Z `9Z SUN :alga uoi;eAzdxj so'sig"I 'ON VON aospuadnS uopag ioAluo:);anpoaa •a •d cu ase f) -(fowler i" '9T/9zisa uo 8urudxa puu T I/80/ZI uo panoaddn uogjnn paddRa uinuiuinYd sar taS yOd„ ilagi ao3 •ouI `sopisnpul .Lod of poussi `10'ZZ60—II 'oN oamId000V jo aoT goM•I SHM10 'f) aO'ZZ60—II 'om vom sno ".1d,fapun paniturs) OuRunxg ioaluoD jonpotd "a .d `npuugD 'I bugsI,iq pou2is `11/L0/10 pomp `•ouI `sopisnpul .LJd ol DNg -Sq pansst g—OLOI-0I •oN Insodoad •, N TC60—IX WAt VON S1101daad japun pagluigns) •g •d `uosurag •(I uMun Aq palms pun pau8js `I 1/8Z/ZO paiup `•ouI `quZ 2ui;so j uoijunsoua3 Iq pansst `£VVg 'ij •oN iTodoW jsaZ toj aapal aouullduzoa boluaoqu•I •£ (1aUI ffflS aMHMAH :a3MVsdg33V A0 gDIJL0M •ouI fimppnpul.LOd SUITABLE FOR ALL LOCATIONS REQUIRING NON IMPACT OR LARGE AND SMALL GENERAL NOTES: ® , MISSILE IMPACT -RESISTANT PRODUCTS RigFF 1) DETAILS SHOWN ARE FOR THE MULLION ONLY. ANCHORS SHOWN ARE IN ADDITION TO ANYANCHORS REQUIRED FOR THE FENESTRATION PRODUCT INSTALLATION. TYPICAL APPLICATIONS ARE SHOWN. EACH SITUATION IS UNIQUE AND SHOULD BE GENERAL INSTRUCTIONS._..._............_..._.._ 1 0 EVALUATED BY AN EXPERIENCED INSTALLER FOR'THE BEST INSTALLATION METHOD, OPTIONAL 1X OR 2X WOOD BUCKS IF USED, ELEVATIONS ......._._....._............ _..1 d FIGURE 1: MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. MULL TO Z W000......................_ 2 a MULTIPLE FOPENING WIDTH FOR VERTICAL MULL ARCHES 700E MULL TO IX MASONRY_......... 2 MULLIONS / SEE DETAILS INSCRIBED INSIDE 2) THE TYPE AND NUMBER OF ANCHORS 1S CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS. MULLIONS INSTALLATION NOTES...__......_.. 2 tL RECTANGULAR MULL TO MASONRY......-..-..._.... 3 AA,G,N; SHAPE NOT BEEN TESTED AS'FREE•FLOATING' AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS, BUT SHALL SHEETS 2-3NOT HAVE A GAP OF MORE THAN 1/4' FROM THE CLIP. MULL TO STEEL STUD. .._.......__ 3 Q _ MULL TO MULL..... ................. __....3 •� ANCHOR SPECS...._ ....................... 3 Z 8 3) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED ALTERNATATE CUPS ............ ._4 i i �� ♦ DESIGN PRESSURE, MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN U180. THE 1/3 STRESS INCREASE WAS NOT USED BAY MULL INSTALLATION ............ 4 O o IN THIS ANCHOR EVALUATION. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. 1 X 2 X .125 MULL SPECS..._...--_.6 J Z I X 2 X.375 MULL SPECS____. 6 O O / \ 4) PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND 15 BEYOND THE SCOPE OF THESE 1 X2.76X.376 MULL SPECS....--.7 2 Q' ' E.. 1 I X 2.76 X.65 MULL SPECS-.._......8 Z SEE DETAILS I III 1 I \ INSTRUCTIONS. 1 X 3.126 X.600 MULL SPECS.__...8 W O ATH03 SHEETS 2 / I _ / I i I / 1 ATHRU G;LL 5) USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND I X4 X.376 TUBE MULL SPECS._ I7 � Q SHEETS 23 ANCHORAGE FOR THE COMMON MULLION, SEE EXAMPLES ON THIS SHEET AND SHEET 21. FOR MULTIPLE UNITS, CONSIDER I X4 X.375 T MULLSPECS.._._ 11 F III I I ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES. THE LOWEST DESIGN 1.26X3.188 X.265 MULL SPECS...12 � 0 OPENING 2 X 4 X.26 MULL SPECS......___.... 13 �' MULL HEIGHT PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. Z W z° W MULL FOR 2X6X 26 MULL SPECS._.....__... 14 0 8 ❑ LENGTH HORIZONTAL 6) WHEN FINDING YOUR SIZE IN THE MULLION TABLES, ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S). 1.26X 2.11 X.126 MULL SPECS.... 16 ? N p MULL 30' X 3.26 BAY MULL SPECS......_. 1S C Q 0 SEE DETAIL E. MULLION CLIPAY DIMENSIONS_- ..... -17 r. co SHEETS 7) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. WOOD BUCKS BY OTHERS, MUST MULLION &CLIP DIMENSIONS._._ 18.20 �Wy,I BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE COATED OR CORROSION RESISTANT EXAMPLES 1 & 2._.._._._........._._..21 Z F- Q N In AS APPROPRIATE FOR SUBSTRATE MATERIAL. DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT LOADING EXAMPLES ..._._......._.-.22 Q O Z `- REACTIONS. N �BO 8p FENESTRATION PRODUCTS MAY BE OFANYTYPE. 8) REFERENCE: TEST REPORTS: FTL•6443; ELCO ULTRACON/AGGRE-GATOR NONS; ANSUAF&PA NDS FOR WOOD CONSTRUCTION; W W N MUST BE ADM -ALUMINUM DESIGN MANUAL D: z MANUFACTURED LLl BY PGT. 9) MULLIONS AND CLIPS HAVE BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING Q O Q O O — CODE, AND ARE APPROVED FOR IMPACT AND NON -IMPACT APPLICATIONS. MULLIONS ARE ONLY TO BE USED WITH /SEE DETAILS PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. OQ, S81 rc� MULLL HDRrzoSHEETS2a 10) MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHz. -' LENGTH HORIZONTAL MULL INSTRUCTIONS: LENGTH 1) DETERMINE THE DESIGN PRESSURE REQUIREMENT (LBS/FT21 FOR THE OPENING USING THE ASCE•7 STANDARD. 2) CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH. 3) REFER TO SHEET 22 TO DETERMINE IF THE WIND LOADING 15 -RECTANGULAR' OR'TRIANGULAR/TRAPEZOIDAV. ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: MULL OPENING WIDTH --I LENGTH I` 1 OPENING HEIGHT OP [NO M LL y y FOR HEI HT LENGTH P' P HORIZ. L MIL, L SINGLE MULLION SINGLE MULLION SEE CORRESPONDING DETAILS �• FROM FIGURE 1 ABOVE 4) FIND THE CHOSEN MULLION'S MULLION CAPACITY (LBS/FT') FROM TABLES 1A THROUGH 13A, ON SHEETS 6 THROUGH 17 I­--HORIZ. MULLLENOTH-•-) RESPECTIVELY, USING THE MULLION TYPE, LENGTH AND OPENING WIDTH OR HEIGHT (DEPENDING IFTHE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY). THE MULLION CAPACITY (LBS/FT') OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE d REQUIREMENT (LBS/FT') FOR THE OPENING OBTAINED IN STEP 1). 5) FROM THE SAME TABLE USED IN STEP 4) ABOVE, FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED (LBS). THIS VALUE REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULL MULLION CAPACITY. LENGTH 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 AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR CAPACITY IS MET. OPENING WIDTH FORVERTICALMULL 7) IF THE MULLION CAPACITY (LBS/FT') OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT (LBSfm OPENING WIDTH FOR THE OPENING, YOU MAY USE THE "ANCHOR CAPACITY ADJUSTMENT FORMULA- TO OBTAIN THE LOWER ANCHOR CAPACITY FORVERTICAI. MULL REQUIRED. WITH THIS VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE MULTIPLE MULLIONS 8) VERIFY THE DESIGN PRESSURE RATING (LBS/FTC FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION CAPACITY(LBS/FT2) OBTAINED FOR THE MULLION SYSTEM. THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION PRODUCT ASSEMBLY. 9) HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOATO APPLY FOR A PERMIT. m e 'P1 BuOdh,g \\111111111Jf Y Mlze 'V _ * ' NO.58705 — 1421 �� A. LYNU UILLIER, P.E. FL P.E.# 58705 DETAIL A: MULLION TO 2X WOOD BUCK OR WOOD FRAMING (OFFSET CLIP SHOWN) EDHER THE , ° I I STANDARD OR .e I OFFSET MULL EDGE CLIP MAY BE n DISTA INSTALLEDBY THIS METHOD - ' G °a , II FOR% SCRE i� EXTERIOR MULLION SEE SHEETS 18-20FORHOLE LOCATIONS 1 5250MAX FOR ALL MULLIONS DETAIL B: MULLION ATTACHED TO 1X WOOD BUCK AND MASONRY (STANDARD CLIP SHOWN) d e nd ' a EXTERIOR EDGE DISTANCE FOR MASONRY ANCHORS —MULLION BUCNSTRIP TYP.ANCHOR AND PER SUBSTRATE, ATTACHMENT SEE SEE TABLES 18.108 BYOTHERS, SEE NOTE 1, SHEET 1. MIN 2,T KSI '.:"': .•�..; EDGE J CONCRETE OR CMU U. SEE SEE TABLES I EDGE DISTANCE 1S•108 I . a FOR MASONRY .n ANCHORS 1 n SIDE VIEW ° - a ERHERTHE ° STANDARD OR '. da OFFSET MULL .. CLIP MAY BE INSTALLED BY Via_ . • THIS METHOD. 4 ° 44 1 TYP. ANCHOR PERSUBSTRATE, TYP, ANCHOR FRSUBSTRATE, / SEE TABLES 10.100 TYRANCHOR PER SUBSTRATE, SEE TABLES IB•tOH SEE TABLES 1B-1015 EDGEIEND DISTANCE BUCKSTRIP SEE TABLES AND BUC P 1B-tOB T .; +• "• ATTACHMENT •:": ;� BY OTHERS, A1ID AND ATTACHMENT EMBEDMENi•...J?. e,j SEE NOTE I, �!" SHEET 1. 7: BY( THERS, ` • q -�."..".' )�•"_'• .a .i. SEE NOTE 7. '.:?': '�•',• SHEET I. .. ... ... .. ,•.,:."f•.. ••.. '•'"•: :••: .' ..' MIN 2.7 KSI CONCRETE OR CMU PRODUCT' REVISED nscmnplyingNY&flwFloorldu SIDE VIEW FRONT VIEW FRONT VIEW Bulld61BCadc Aeoeptanco ND INSTALLATION NOTES: 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 MIAMI-DADS COUNTY APPROVED ELCO ULTRACON OR ELCO 1/4' S.S. AGGREGATOR MASONRY ANCHORS. o;e xl IYNN t,14 •VCENSF '•.'P �: No.58705 �'•`to'S �3 �` A. LMNN MI -A P.E, FL P.E.# 58705 DETAILE:m DETAIL C: —I fa MIN. MULLION TO MULLION ®� INTERSECTION NOTES: � MULLION DIRECTLY ATTACHED TO Gc ,—MULLION (U-CLIP) MASONRY STRUCTURE F' 1) MAY BE INSTALLED IN -TEE' OR "CROSS' �� o 9. (STANDARD CLIP SHOWN) �� INTERSECTIONS. n VARIES , R� 2) MAY BE INSTALLED HORIZONTALLY o �+ I I ' (SHOWN) OR VERTICALLY. 1 TIP. ANCHOR , EITHER THE 1 1 PERSUBSTRATE, STANDARD SEE TABLES1B400 SEE U-DRAWINGS. SHEETS 18.20 ,B}Q CUP MAY BE F j i TOP VIEW FOR CORRESPONDING MULLION. Z wrM d INSTALLED BY I 1 I' EDGEDISTANCE MULLION I THIS METHOD. I II .. MASONRY 52) ANCHORS VARIESI fA 11 1 q I q12 STEEL SCREWS, V) 1 III a. SELF -DRILLING OR PRE -DRILL g ' q < . \;Y MULLION AND USE SM3 m m O y a: .4zz Z mLU MULLION ao 4 ^ a MUON Q Za EDGE DISTANCE ° h L= FOR MASONRY ° n. ? ANCHORS < ' : /—INTERSECTION ° U•CUP ...I O EXTERIOR TYP.ANCHOR .4 Iz-' Z PERSUBSTRATE, 4, Q • Q O N` SEE TASTES 18.168 TYP. ANCHOR SEE SHEETS 16.20 FOR N j- O O FWCKS7fUP PER SUBSTRATE. HOLE LOCATIONS AND SEE TABLES 1B-10B FRONT VIEW EDGE ATTACHMENT DISTANCE S BY OTHERS, SEE TABLES EMBEgMFllT'` ,: ' 3 • i SSHNEE�711, .• .• ..'�; : 18.108 U Z Q O O L� .. EDGE :.. .: r.: ; •'. ,... •,.: .;'.:.:. �•':' •,,,DISTANCE g �gO •'2f SEE MIN 2.7 KSI CONCRETE OR CMU MIN 2.7 KSI CONCRETE* OR CMU 18-IOBABLES SIDE VIEW E� � FRONT VIEW SIDE VIEW DETAIL D. MULLION ATTACHED TO STEEL STUD (STANDARD CLIP SHOWN) INSTALLATION NOTES: STRUCTURE 1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. TYP•ANCHOR a PERSUBSTRATE, SEE TABLES 15408 2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION A, PRODUCT REVISED ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE, THE 18-20 FOR �U',IdSEE SHEETS ® w wplying with0w PIOTW3 ing CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED, REFER TO THE TABLES ON THE HOLE uPIB„re FOLLOWING SHEETS. FOR DETAILS A-D, EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. LOCATIONS S) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHEAD. \` MULLION 4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C, SHEET S. a91tuv1l)tldoF up Cwlro t \\Illlll// ELCO UFOR LTRACON ORSONRY PELC0T1lO4�3.S. AGGRS IN EGATOR MASONRY ANCHORS. USE ONLY U4M1-DADE COUNTY APPROVED ofsrnNCE TABLES `�� zp�1.......,, tit/(( 18 GA COMPLIANT FOR STEEL STUDS NWRH THE FL g�OB ��,•''�.\6ENSF •'•FOP i FRONT VIEW P: CODE. A2XW000 BACKER MUST USED. *,' ••, �( ATTACHMENT BY OTHERS. NO. 58705 .• EXTERIOR USE WOOD ANCHOR SPECS SIDE VIEW NOTES; 'O (t7 I S 1) FOR 2X WOOD -BACKED STEEL STUDS, WOOD Q ••• STA •�[/: ANCHOR VALUES MAY BE USED. ��S • ;F[ pR10P• •�� j,?: 2) SEE CORRESPONDING MULLION TABLES, ///s��NA(-1����� SHEETS &17, FOR QUANTITY OF SCREWS. A. LY' AII)IILLL P.E. FL P.E.# 68705 DETAIL F: FIELD -MODIFIED MULLION CLIP (F-CLIP) SEEDETAILSA-E. SHEETS 2AND 3 FOR INSTALLATION TO SPECIFIC SUBSTRATES SIDE VIEW SHOWN WITH PX 4'X.126' MULUON DETAIL G: ANGLE MULLION CLIP (ANGLE CLIP) 1 TYP.ANCHOR i PERSUBSTRATE, I I I I I SEE TABLES 1B•11B 1 I I I j I jl Ij I I I 1 I I I I I I I I 1 I I I I I I 1D li EXTERIOR _ EDGE DISTANCE 1: PERANCHOR NOTES FOR INSTALLATION OPTIONS F: 1) DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.26' X 2.1V X.125' MULLION. 2) SEE TABLES 1B-10B FOR ANCHOR QUANTITIES AND SHEETS 18-20 FOR HOLE LOCATIONS. 3) THE 2X5 CLIP IS NOT SUITABLE FOR THIS APPLICATION. DETAIL H: BAY MULLION INSTALLATION (ANGLE CLIP) 2' X S' ANGLE CLIP. 2 PER MULLION END, MUST BE INSTALLED INSIDE OF BAY MULL. NOTES FOR INSTALLATION OPTION G 8 H: 1) USE 2 ANGLE CLIPS PER MULLION END. CLIPS MUST BE INSERTED INSIDE OF MULLION. 2) DETAIL G: SEE TABLES 1B-I IS FOR ANCHOR QUANTITIES AND SHEETS 18.20 FOR HOLE LOCATIONS. 3) DETAIL H: SEE TABLES 12B OR 13B FOR ANCHOR QUANTITIES AND SHEETS 18-20 FOR HOLE LOCATIONS. Fiot a \\�0."Nt LYNN rYj/(////i�i � �•�•��.•�1DENSF'•.�C,p * ' No.58705 . OffSTATE OF '•, FLORIDP. • �9 A•�k'Nsi M14hEF) P.E. FL P.E.# 58705 TABLE 1A Mullion Capacity Table bslttr OpeningWidth (forverticalyvspannirg m1A6ons) or Opening Height (torhorizor6ally-sparrilg mtlfions) So In 601. 701n 801. 90 in 100 in t20In 1401n 160 in 1X2x.126 Re'"i'dw Loadng TWIT&"' Loading Rectenou LoadM Tmplfdang. Loading Rectangular Loading TmprTdang, 1m6ng Rectangular L-2.9 7mpRdang. Waring Rectangular Lmdng TmpRrtan9• Loadh9 R"IM9War Loadlne Trop/Ti1mg• Lnadin9 Rectangular Loading TmpRdan' Loafing Rectangular Loadng TwprMW' Loaft Rectm9ula Wading Tmp/rdenq. Loadrl9 Alum, TubeIs MullionIs T24i & 2 Bg_ A' £ _ •&„ a,. •a .. •�... •�l �� •$,.. d¢ c d 8 �a,. rid 421n 1119 408 129.5 332 93.2 408 115.5 325 79.9 408 107.E 321 69.0 408 104A 310 62.1 408 104.0 319 55.0 408 104.0 319 48.8 408 104.0 310 39.9 409 104.0 319 35.0 408 104.0 310 481n 74.0 312 83.8 258 62A 312 73A 262 63.5 312 67.0 248 48.0 312 612 240 41.6 M2 61.3 244 37.6 312 81.0 244 M.2 312 61.0 244 28.6 312 61.0 244 23.4 312 61.0 244 60.6251. 63.9 281 10.6 234 532 231 61.5 226 45.6 251 65.7 224 39.9 281 52.1 222 35.5 261 50.1 220 31.9 281 49.3 219 28.6 281 49.3 219 22.0 281 49.3 219 20.0 281 40.3 219 61 in 62.8 247 67.5 207 439 247 19.8 202 37.8 247 M.6 199 32.9 247 41.8 198M 2A7 39.4 Ig1 Ze] 247 38.4 183 219 247 36.1 193 10.8 247 3D.1 193 feA 217 38.1 1&3 601n 38A 200 41.2 170 32.0 200 38A 168 27.4 20D 31.8 163 24.0 200 2&9 160TDO27.1 159 182 200 25.9 157 18.0 200 2B.0 168 631n 33.1 181 35.3 155 27.6 191 30.3 162 23.7 181 20.9 149 20.7 181 24.5 148191 22.8 144 le.6 fat 21.7 143 66In 28.8 165 30.6 142 24.0 165 28.1 139 20.6 185 23.1 138 16 165 21.0 134 721n -2 139 23.3 120 18.6 139 19.9 IIB 15.0 139 17.6 116 78In 18.9 125 19,7 f09 15.7 125 18.8 107 78In 17.6 118 182 104 TART F 111 Anchor Capactty Table (Ibe) SUWlmto: 27k Cmcm(e 3.5k Conn. Hcd=CMU Filled CMU PTWOW Metal Anchor Clip Paderm A.ha Type: W16'Eko Ult-w 114'Eico1.111- Elie, Elm ulrxon 371e'Elco utraron 1/4'E�o IlHmcon 1/V8SEIco AggraGntor rdie'Eloo Ultwe AyymCata 114"89EIcoKNIA 912, l serew(GS) Ai26tee1 Scrow(GS) Edge 130l nm (in) 1" 2-1/2' 1" 2.12' 3.118" 1' 2-ir7 1' 2-15r 7 3.11w 7 0.64" 0.324' Embedment(b8 I -TV 1-T4" 1.3r4" 1314' 2' 1-114" 1414" 1-114' 1-1I4' 1-114" 1-1IT 7 I-wo. (aea ndo 4) 2An&na4.76- Mir. O.C. r SmrAwd or Olget Cl (Fly. 1 99Iea 450ba 6s 1S44lbs 270ms 200lbo 3Mlb% 7401bs 4681bD 664Ihe 11B2IDe Ibe lea 4 AnohmsQ1.16'L7H1. O.C. I Smndard(or algal) Clip (Fig. 2) 4801he 70DIbs WA WA WA WA 3801M WA WA WA WA WA 8401be 11201he 4Anchom®3'Idin. O,C./(2) 215 Angle Clips I(Rq. 3) 760lbe 780lbe 680IW 160) Im 1896 Ibo 640Its 560lbs WA 76010e we me 880The 2364 I1g 810 The 11201ha 2Anahma ®0.45' MIM O.C. / UCIIA Into 118' Alum. (Fig. 4) WA WA WA WA WA WA WA WA WA WA WA WA WA716lbo 1 AnolWrlF<21p(Fly. 6) 1951be 105lbs 2251ts 4451bs 8221bo 135lbo 1401be 177lbo 370 Dm 2341he 3321be 5911ba 210 foe 2801b 2Aneh0m 01.1S MIn. 0.CJ F--ClIp ". B) 2401ha 3501m WA WA WA WA 100" WA WA WA WA WA 326 n. 420 Na 560IN NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: FIGURE 2: FIGURE 3: 1-* 0 IF ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 4: FIGURE 5: FIGURE 6: ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP,,,) X ( ANCHOR CAP.,„,,,,, _ANCHOR CAP.,,, MULLION 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 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 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 0.65. ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF.125' THICK STEEL STUDS TO BEA MINIMUM GRADE 33 AND .045' THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST .125' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. Nallda \wv�Ny ll.YNN 4f �ti��• VCENS,,: '•�F•P ��� * ' No. 58705 i rQ IRE F i� •'• FLORIOP••'•('j���� ss'ONAL A. MM IMMII$9, P.E. . FL P.E,# 58705 TABLE 2A Mullion Capacity Table Ibsih2 Opening Width (for wr5cally;:parnilg mt8tons) or Openfn0 Height (for horizontally-spatlring mUlions) 601n Win 701n 80In 001n 100 In 1201n 140In 1601n 1 x 2 x.375 Reetargular L-ft TfwTdayg. Loading Racbngular laad'.M Tralw7dary, Loading Rectangular Loading Tteprrriong. Lowing ReciarguI r Loading Traprdarg. Leading Rectangular Leading Tlaprrdarg. Loadag ReaangWer Loadkv Tmp7Aeng. leading Reclanguter Loading TropTAeng. Lmdog Reclangula, Loaaing TraprrAarg. Loading Rectengular Loading TropRdary7. Loading Alum. Tube Muiggn • a �R' tl8 gr 8 r a g• 2: .�• n a 2: �• D a r o p a g .• a 2> R g S .. S Au ., a� 42In 170.0 620 170.0 435 151.3 662 170.0 478 120.7 662 170.0 608 113.E 662 169.E his 100.9 602 168.9 517 80.8 662 iG8.8 b17 7b.7 662 188.9 517 64.8 E82 188.8 617 65.7 662 18a0 517 40In 121.0 507 13a0 419 101.4 507 119-2 410 see 507 108.7 403 76.0 607 f028 399 67.6 507 89.8 397 80.8 507 99.0 39g 50.7 W7 99.0 3% 43.4 507 09.0 398 38.0 607 99.0 M 60.826in 103.7 458 114.8 379 80.4 456 919 371 '14.1 455 90.5 364 84.8 450 84.6 360 57.0 458 81.3 357 511.8 458 80.0 358 1 43.2 456 50.0 350 1 37.0 450 80.0 358 324 1 458 60.0 369 641n 65.4 400 03.3 336 71.2 400 80.9 328 61.0 400 727 322 584 400 67.3 318 47.5 400 64.0 316 427 400 623 314 35.6 400 61.8 313 30.5 400 61.6 313 2a7 400 61.8 313 601n S23 324 60..9 276 51.9 324 57.5 270 44.5 324 51.2 264 38.9 324 46.0 260 34.6 324 43.9 257 31.1 324 42.0 255 28.0 324 40.5 253 222 324 40.b 253 19.5 3?A -00.5 253 W In 618 294 67.4 252 44.8 294 49.2 248 3a4 294 43.8 241 316 294 39.8 237 2&9 294 37.1 234 28.9 294 3a2 232 224 294 33.6 230 19.2 294 33.4 230 iae 294 33.4 230 88N 4aB 268 48.6 230 19.0 288 424 225 33.4 26e 37.5 221 28.2 268 34.1 218 2d0 268 31.8 215 23.4 268 29.8 212 19.5 268 28.0 210 18.7 28e 27.7 209 14.6 260 27.7 2DB 72In 38.0 225 37.8 188 30.0 =5 322 191 25.7 226 28.4 168 226 225 2a6 165 20.0 225 23.5 182 1a0 225 22.1 180 16.0 225 2D.3 1T7 12.9 225 19.6 170 It.:) 225 19.6 170 78 in 30s 202 320 171 266 202 27.2 173 21.9 202 23.9 170 19.2 202 21.5 167 17.0 202 19.7 165 1a3 202 1S4 163 12.8 202 18.7 100 10.9 202 15.9 158 9.0 202 15A 158 TO In 2a3 192 2911 108 238 192 251 165 20.2 182 270 152 17.7 192 19.7 149 ta7 992 7a1 157 142 192 16.8 155 11.8 192 15.2 162 10.1 192 14.4 150 ag 102 14.2 150 go In 18.6 144 19.0 128 15.4 144 18.1 128 961n 162 127 1b.8 113 TABLE 2B Anchor Capacity Table ([be) Substrate: 27x Coaaete 3.5k Caw. Hallow CMU FJIod CMU FT Wood Metal AfIC}I07 Clip Patterns Anchor Type: 3116' Elco Ullmean 1/4" Eke llltr0oon d16'Elm Ulreoon 3/16" Eko UBrecon 1J4' Eko Uarecon &WEI. � 114•SSEloo AggreGela 01061ee1 euaw (G5) M2 Steel aerow(G5) a126lee1 8cr6w (G5) Edge Obtewe(Inr r a1a• 1' 2.1J2' Y718' 1" 2-iw T 2-1JT111. T 0,48' 0.64" 0.324" Embedmem(In), 13r4" I-W 1-T4" 1-T4" T 1-174" 1414• 1-114" 1-1J4'• 1.114' 2' 13r8' 13le' pee note 4) 2 Arwtwre 4.7G Mirt O.C. / standard or Oibet Cilp (Fig. r WO Joe 390 [be 450 too 6901he 16441N 2701bs 2801h1 354 to. 7401W NWA 6641bo 1182 Ue 320 to. 4201be It. 4 Anchors Q 1.16" 1Aln. O.C. / Slanded (or Offset) ClIp (Fq. 2r 4801be 700lbs WA NSA WA WA 3801W WA WA WA WA 6521b3 8401be 11201to 4 Anchaa 0 3" Min O.C. J (Z W AngleC9pa J (Ft). 3r 780 too 760lba 680 me 1560 me 1896 ate 54016e !%O lm WA 7601bs 8801bo 2364 the 652 me B40Ibe 1120lba 2Anchom 0 0.46' Min O.C. J UC9p, Into Ile'Alum (Fig, 4r WA WA WA WA WA WA WA WA WA WA WA WA WA 71616s 1 Andwr/FLlip(Fig. 5r 105 We 1051bo 225 lb. 4451b 822160 1361h4 1401he 177 aw 370lba 234 lbs 33216e 691 lb. 163lba 2101Ea 211 lba 2 Anchors 01,16' Mh 0.C7 FCBp (Ft). eY 2401b 3601ba WA WA WA WA 1801ba WA WA WA WA WA 3281bs 420 aw 58016a NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. -ANCHORCAP... 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. FIGURE 1: FIGURE 2: 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. FIGURE 3: 1,70 • -1 F • ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 4: FIGURE 5: FIGURE 6: 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 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 0.65. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF A25' THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST.126" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL ® h it APR I `4 Florida ���.'' JGENSg • •. FR i� it No.5S705 ,iu; ��O'• ST TE O A. �f(dNIMI6L911, P.E. FL P.E.# 68705 TABLE 3A Mullion Capacity Table Ibsftis Opening Width (forveNcal"panrirg mullions) or Opening Height (for hor(zontelly-spannicg mldllons) 501n SO In 701n so in so In too in 1201n 140In Main 1 X 2.76 X .376 Alum. Reclanguiar Loaft i)eprrda,p. tcndng Re.W pim Lmdng Traprldang. Lwdng Reclangular Loading 7FapRHang. Lcedng Reclengdar 1-wing TrapMan8. Loafing Reclengulw Loafing Traptmeng. Loafing Reclar,gtdar Lmdng TwpMang. Lwdng Rectangular Loafing TraprTllen9. Loafing Recl.q ftr Loading Trepfrdang. Loadn9 Rectoplar Loadng Tlapril1mg. Lwdng Tube Mullion & 8 -t �` •f.• •-gg S aF.. 4Yg •$a�q. II yFyqq,. 3` f -$f$,. b` .9 $g $ hg., $�1➢g��� gF 'g' &' gg' F fig' g1 �g � ofg c7 -a �� A' Fu - , rig -f - . It i �a.. �g •�s.. 421n 170.0 620 f70.0 435 170.0 71{ 170.0 /7B 1T0.0 868 170.0 506 170.0 992 170.0 619 170.0 1116 170.0 621 170.0 I2A0 I70.0 521 148.7 1301 170.0 521 127.E MI 170.0 521 111.E 1301 170.0 621 481. 170.0 TOO VO-O 524 170.0 SM 170A 584 f70.0 992 I70.0 630 170.0 1133 t70.0 661 151.8 1139 170.0 677 ULO 1139 170.0 680 113.8 1t39 170.0 680 97.6 1139 170.0 680 85.4 1139 170.0 680 60.62510 170.0 747 170.0 663 170.0 00 170.0 631 167.8 1032 170.0 684 148.8 1032 170A 723 130.6 1032 170.0 747 117.4 1032 170.0 756 07.0 1032 170.0 756 83.9 1032 170.0 760 73.4 ION 170.0 756 541n 170.0 797 170.0 6t2 IOU DD7 170.0 6D1 1382 807 194.7 730 120.9 907 0 107.6 807 145.0 714 98.8 W 141.E 710 80.6 907 140.0 709 69.1 907 140.0 709 60.5 BIT 140.0 709 601n 141.1 735 151.6 625 117.6 735 130.3 611 IOU 735 116.0 698 sa.2 705 0 78.4 735 00.6 683 70.5 735 05.f 678 58.6 735 01.8 674 60A 736 91.8 674 44.1 735 01.0 674 631n 121.9 688 130.0 670 101.0 66ti 111.E 557 87.0 666 96.9 547 76.2 we 67.7 665 63.9 531 60.9 OW 79.8 626 60.6 668 75.8 521 43.5 666 75.6 521 38.1 60 75.6 521 e 681n 108.0 607 1124 622 88.3 607 86.1 611 76.7 607 86.0 b01 8&2 607 93 58.9 807 7i.5 468 53.0 607 87.8 481 M.2 607 83.4 476 37.9 807 627 174 33,1 807 62.7 474 81.6 510 65.8 443 68.0 610 73.0 434 68.3 10 84.3 426 61.0 6f0 f8 45A 610 63.J 413 40.8 510 59.0 408 34.0 610 /5.9 402 28.2 610 44.4 399 23.8 610 41.3 398 n 78 in 89A 450 72.6 400 67.8 458 81.7 392 49.8 466 lN.t 385 43.4 458 7a 30.6 455 44.6 373 34.7 453 41.0 388 28.9 458 37.7 362 24.6 458 35.0 359 213 458 35.7 358 7a fn 64.2 435 67.0 381 53.5 435 6&8 373 45.9 435 49.8 We 40.1 435 0 123A244 35.7 435 40.9 355 32.1 435 3&1 351 26.6 435 UA 344 22.9 435 32.6 341 20.1 435 32.2 340 901n 41.8 327 43.1 260 34.8 327 36.4 283 29A 327 31.0 280 28.1 327 75 23.2 327 25.7 271 20A 327 23.7 285 17A 327 21.0 252 14.9 327 19.3 255 9BIn J4.4 267 35A 267 28.7 297 20.0 262 24.0 2B7 26.0 240 21.5 287 44 19.1 287 20.0 240 17.2 287 1g.3 23T 14.4 287 16.9 232t08 rn 24.2 227 24.7 205 20.2 227 20.0 201 17.3 227 1S0 iB8 15.1 227 95 1111n 22.3 215 22.7 194 1&0 216 19.1 101 152 215 16.6 188 7201n 17.6 184 17.9 167 TA13LF RR AnchorCe acttyTable Ibe S.Wnue: 27k Comets 3.5k C- 1 1100-CMU FObd WU PTWood Metal Af1Ugf CHp PetlBms Mohar rypx 3116•Elco Uttrecw 1M'Elw lgtrecon 6115• Elw lAUacon 3/16'Eko Utrawn 1/4•Elco U6recan 1w SS Eko NggreOatar 5/16' f7w Utlracan 114' SS Elco AggreOaI. 9f0 Slad Sc,swled 6125teo1 3crew(05) 012 SWU Screw (OS) Edgonlmancs(fnk r 2.1rr r 2-vi' 3-v6, 1- 2-1rr r 2-Ur 2' 3-vs 21 0.w 0.54' 0.32r EmhcEmera(rnk I-W 1514' 1314• 1.314• 2' 1.1/4• 1-114• 1-v4' 1-0la• 1.114' 1-114• 2' 1-/8• I-w (see Moo) 2 Q 4.7Y Min O.C. / Standard W Olbret COp (Fig. 1) Ind 3901ba 450IM 890lbs 16" 1W 2701t6 211015s Re 7401ba 468 Ibs 664 lb. 1822» 3201hs 420lbs 5601w 4MctmQ 1.15' Min. O.O/Standard(or 015et) Cap (Fig. 2). 480lbs 7000.s WA WA WA WA 3801b3 WA WA WA WA WA 6521bs 8401he 1120lbs 4 Anchus Q T Min. O.C. 1(2) 2z5 A%le Clips / (Fig. 3k 780I1n 7601bn We We 1560 gs 18ea ibs s401be $So its WA 7601ba MG It. BOO lbo 23642. e521w 6401Rs 1120lbs 2 Anchots a 0.45• Min. O.C.! IYCIIp. Into UX Alum. (F19. 41: WA WA WA WA WA WA WA WA WA WA WA WA WA WA 71916e 1 Mr)gr/F COp ffia Sk 1961bs 1951te 2251hs 44sibs B22 ibs 135rw 140 Oa 177 ft 370Ins 234Re 332ibs 591 Ito 1631bs 2t016s 280� 2 Mctare /91.15'MIn O.Cl FCIip (Flp. ek 2401bs 3501he WA WA WA WA 1901ba WA WA WA WA WA 3281R1 42D Ihs 680 (bs NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 21. FIGURE 1: FIGURE 2: FIGURE 3: ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 4: FIGURE 6: FIGURE 8: -ANCHORCAP_ USE THIS FORMULA TO OBTAIN THEANCHOR 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 SHEET22 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 DIMENS1014AL 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-TS AND BE A MINIMUM OF .126' THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045' THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL, Florida 111111111///// � ��� •''�CENSF � F•Q �i * ' No. 58705 * ' fOF 13 '4- . .......... JAI G?: i� FS A. LymWiiv' VLER, P.E. FL P.E,# 58705 TABLE 4A Mullion Capacity Table Ib9fA2 Opening Width (for verlicalVsparrllrg mullions) or Opening Haight (for hor(zontal"parrirlg mWions) Win BD In 701n 601. 901n login 12D in 140In Isola 1 x 2.76 x Rectangular loading Reprfdang. Leadire Rectangular Loadrla Tm{YTderg, Loading Rectangular l.oadfg Tmp7Tdeng• Loafing Roctenplar Leading Ropridan9• Loafing RecUneully Loadiag TraWdeng. Wading RactmngWar Loafing TmplTde`g. l.oadng Recluffdar Loading T,epTdatg. Wading Recta gWar Leading Tmprfriang. Loading Recten8u(a Waring Tlep/Tlkn9. Loading .860A1um. Tub. Mullion ' g ci ' > r� ^ ^ a. �' � F a � ^ x• ^ $,� fi ` a � a^ ggg ri ` a a.. g1 i3 ft: ti 1 g� S 2 g cR �• •u .. a S F ^ x� - .. -s 2� $F , o �d a 2 a g� rY ` rch h � � ^�•,� :a F s� 'a € 2 b• m 421. 170.01 eM 170.0 435 170.0 7" 170.0 478 170.0 688 170.0 500 170.0 982 170.0 510 170.0 111$ 170.0 $21 170.0 124D 170.0 $21 170.0 Mae 170.0 .1 158.7 1620 110.0 62f Me f020 1 170.0 521 481n 170.0 708 170.0 524 110.0 d50 I70.0 554 170.0 922 170.0 830 170.0 1133 170.0 651 IMO 1275 170.0 677 170.0 1417 170.0 880 141.7 1417 170.0 68D 121.6 1417 170.0 O80 IW.3 1417 170.0 680 60.625 in 170.0 747 170.0 563 170.0 898 170.0 031 170.0 1048 170.0 684 170.0 1195 170.0 723 i826 1288 170.0 747 146.3 1286 170.0 768 121.0 I2W 170.0 769 104.6 1286 170.0 760 VIA 1286 170.0 756 641n 110.0 707 170.0 612 WILD 066 170.0 691 170.0 1118 170A 764 160.7 1130 170.0 6Ri 133.9 f130 170.0 837 120.9 1130 110.0 850 100.5 1130 170.0 861 88.1 1130 170.0 861 76.3 1130 170.0 661 601n 170.0 885 170.0 701 140.E 915 102.3 761 125.5 015 144.6 748 109.0 016 132.3 735 07.6 016 123.9 728 67.9 915 1181 120 73.2 life IMA 715 62.6 016 114.4 715 64.0 016 114.4 715 63In 151.8 ON 181.0 7f0 128.5 83o 13&9 sod foes 830 1232 681 94.9 830 112.2 670 64A 830 104.6 W2 75.9 830 99A 656 03.3 830 04.5' 649 54.2 SM 04.1 849 47A a30 04A 649 e W In 132.1 757 110.0 BSO 110.0 757 119.8 WB 94.3 757 I059 624 82.6 767 88.1 614 ]1.1 767 80.1 608 S&O 757 6/.2 ODO 65,0 757 70.0 693 47.2 757 782 681 11.3 767 7&2 691 S 721n 101.7 6M 106.8 552 84.8 636 91.0 540 72.7 61H 8DA WO 8&S WS 722 521 W.6 036 60.5 514 60.8 036 H23 600 42A SW 57.2 5D0 20.3 838 55.3 497 31.0 OW 552 497 5 70 In BO.6 671 9DA 408 72.1 671 78.8 /W 8. 671 57.4 470 61.1 671 60.0 471 48.0 671 65.6 404 402 671 61.8 469 38.0 671 47.0 461 00.8 611 14.8 417 27.0 671 41.6 448 761n 00.0 542 03.4 474 60.7 642 70.6 466 67.1 642 621 456 50.0 542 55.7 449 44.4 6{2 Sf.O 412 40.0 612 47.5 437 3&1 512 42.0 420 26.6 612 40.6 425 26.0 S{2 40.1 423 00In 62.1 407 W.7 365 37.2 407 39.8 340 32.6 407 353 341901n 42.0 3 88 44A 372 114 30.7 358 32.4 309 2&a 338 2&8 3011081n 30.1 283 30.8 &43A40746A 25.9 251 21.6 253 22.6 247fit In 27.8 267 28.3 2'.g238 19A 267 70.6120In 22.0 229 22.3 18.8 2D5 16.7 229 18.2 202 TABLE 4B AnchorCepacIty Table ([be) SObetmt6 27 Connate 3.8kcw. H011mcmu I"CMU PTWood Metal AmborClipPa90m9 MGrorTYFk 3l16"EkoLAtraeon 114"EkolAlmwn 6716^ Eloo Ulm mh2701b. oUkacon 1/4'EkoU6mean 114" SS Eloo AgWeGafa 5I1E' Eko Ullman W* 8S Elco AggmGala HIDSteel Screw(G5) .12 Steal Snmv(GS) M2 Skel Scew(G5) Edge Distance (Inj 1" 2-112• r 24n' 3.118'24W 1- 24rr 21 3-116' 2' OAT 0.64' 0.324' EmbeNnent(In) Mr 144' 13r4" tall• 7 141C 1414' 1-14' 1-11r 1414' 2' 1.319' 1.318" (aftnote 4) 2 Anctpma4.7W Min. O.C. 1 Standam or Onto Cvp(Fig 1p 3901ba 390lb3 450 Me 89016e 1 @9 2801te 3541b9 7401Le 4681ts 664 la 1182M 3201be 420 Fos 660lee 4 AOUtom4 IAWMtn. O.O 1 Standard(or 08eel) COp(Fla. 2p 4801ba 70029 WA WA WA380Ite WA WA WA WA WA 852Ibe 840 112010e 4 Anchors Q 3'MIn. 0.0.1(2) 2%5 Angle Coe 1(Fig. 3) 780 We 780 to 6801ee 15W lbe 1898IOs WO1ba WA 760 Ne MOMS 880Ibe i304 Ibe 652lbe 112010e2A.11018® OAV MIn O.C.1 UCllp late 11W Alum. (Fla 4) WA WA WA WA WA WA WA WA WA WA WA WA 718 fee 1 Ancherl F4YIp (Fla. e) 19b lbe 19511a 2251te 445 Me 822 Me- 1351be 140 f6a 1771be 370 iha 234 @0 332160 591 Ibe 1W Ibs 210lbe 2801be 2 McWm®1.15' MIn O.OI Falp(Fig. 4 2401ba 3501bs WA WA WA WA 1901W WA WA WA WA WA 3281he 420 ibs fi801he NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 21. r, 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, FIGURE 1: FIGURE 2: 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. FIGURE 3: F -e i 0 1 ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 4: FIGURE 6: FIGURE 6: 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 SHOWN ON SHEETS 18-20. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO AC1301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM 0-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T6 AND BE A MINIMUM OF .125' THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .046- THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. V X 2.76' X .65W MULLION With the Florida \11111fp1 * ' No.58705 LU: ST TE F A. LY�6II)111UU P.E. FL P.E.# 58705 TABLE 5A Mullion Capacity Table Ibse Opening Width (foruerticallysparinlrg mUllons) or Opening Height (forhorizorial"parrnirg mUliom) SOin 80In 701. 1BON so In f00N 120 h1 140N 1601n 1" 113.126" X Rdctangular Loading Treplydang. loading Rectengift Loading Tra"aaI; Loading Rectangular Loading Treprldang• Loading RadarnIti Loading TroprTdeng. Loading Rectangular Loading LeprTdang• Loaning Rectwgder Loaning TrepRdarg, Loading Reotanguler Loading TrepTdanp. lnAna RootengrAar Loading TrepRdong. Loading Reclangdar Loading Tlep/glang. Loading .600"Alum Tubo Mull .�' �''^ g F .' 2^ gg Lo' g L• p �'_ G �' A• D �•_ a L• Ian x Z• s t �� p 1 g 2� Z' 4:_ �' .�' 4•'_ 421n 170.0 820 170.0 435 170.0 744 170.0 476 170.0 868 170.0 SW 170.0 992 170.0 51B 170.0 file 170.0 621 170.0 1240 170.0 521 170.0 1485 170.0 521 170.0 1735 170.0 521 154.4 1802 170.0 521 48In 170.0 708 170.0 524 170.0 8W 170.0 564 170.0 992 170.0 we 170.0 1133 t70.0 681 t70.O 1275 170.0 677 170.0 1417 170.0 NO 157.7 1577 170.0 wo 13&1 1577 170.0 800 118.2 1577 170.0 NO 50.625In 170.0 747 170.0 583 170.0 89B 170.0 631 170.0 1040 170.0 684 170.0 I1S5 170.0 723 170.0 1345 170.0 747 110.0 1494 170.0 768 141.7 1495 170.0 766 121.6 1405 170.0 758 108.3 1495 170.0 750 54 N 170.0 707 INA 612 170.0 958 t70.0 691 170.0 1116 170.0 764 170.0 1276 170.0 803 /68.1 1401 170.0 937 149.6 1401 170A B58 124.E 1401 170.0 861 100.5 HOI 170.0 861 93.4 1401 170.0 $81 60In 170.0 685 170.0 701 170.0 I= 170.0 797 158.6 1150 170.0 576 13&7 1156 107.0 928 123.3 1158 15&5 917 111.0 1158 149.7 910 02.6 1160 144.6 003 78.3 1168 144.5 803 89./ 1159 iN.6 903 631n 170,0 930 170.0 745 159.8 1049 170.0 850 137.0 1049 165.5 880 110.8 1040 141.7 US 100.5 1040 02.0 a38 95.0 1049 125.E 028 79.9 1049 119.3 820 68.5 1049 118.9 819 59.0 1049 118.9 SIB {, E7 88N 186.8 055 170.0 789 139.0 955 151.3 aOb 110.1 055 1317 786 104.2 055 121.4 776 QU 955 112.6 765 83.4 055 10&4 757 00.6 055 09.8 748 59.6 955 98.7 746 521 055 08.1 748 TIN 128.5 803 134.9 697 107.0 803 114.8 802 01.8 603 101.1 WO 60.7 883 912 859 71A 803 83.8 640 64.2 803 7&8 812 53.5 803 722 672 45.9 603 69.8 828 40.1 803 89.7 827 761n 108.2 721 114.1 820 91A 721 07.0 818 78.0 721 85,1 805 8B.3 721 695 80.7 721 70.1 688 54.8 721 86A 678 456 T21 69A 68B 39.0 721 68.8 684 31.1 721 6Bd 8B3 78In 101.0 884 105A 599 04.2 884 80.4 587 72.2 6B4 78.4 678 83.1 684 587 5&1 8a4 04A 650 60.6 684 50.0 651 42.1 684 54.1 641 30.1 66490N 65.6 514 07.0 458 $4.8 $14 57.3 44a 47.0 614 50.0 440 41.1 514 [78.5 433 38.5 614 40.6 427 32.9 61i 37.3 42t 27.4 614 33.0 412 23.6 614 30.4 408 20.0 514 20.0 403 98N54.2 452 55.7 404 45.2 452 47.0 398 38.7 452 40.0 390 33.9 452 3B4 30.1 452 32.9 378 27.1 452 30.3 373 22.6 452 20.8 385 10A 452 24.2 359 10.9 452 22.8 355 Main 3&1 357313 357 32.7 3t7 272 357 28.4 312 23.8 357 306 21.1 357 22.7 303 10.0 357 20.8 299 15.9 357 1&0 293 13A 16.2 287 11.0 357 1&0III In 35.1 338 35.8 308 29.2 338 30.1 301 25.0 335 26.1 2W 21.9 338 292 1g.5 336 20.8 288 17,5 33a 10.0 284 14.6 336 16.5 278 12S �2819 14.0 273 11.0 338 1&e 269 1201n 27.7 2&9 28.2 283 23.1 289 23.7 259 19.8 289 20.5 258 17.3 289 10.1 252 16A 288 16.3 249 13.0 280 14.0 246 11.8 tag 12,8 2!0 &B 11.4 238 8.7 289 1DA 232 TABLE SB Anohor Capaohy Tablo (Ibs) bale: 2.71t Concrete 3.61; Cann. RoltowCMU FMed CMU PTWood Metal Attrhor Clip Patterns Mcher Type. 3If8' On* U9acon 1/4' Elce Lamm3118 &Ili' un.Eko FJeo Ul •eon 1i4' Eko tttreecn 114' SS FJM AggreOalor N76' Etw tAtMm fl4' 89 FJao AWQ G lw /10 Steel Sc cw(05) 612 bYeel $-(05) Meted Screw (G5) Edgagetenceft I- 2-lir I. Zan• 3-fir r 24W 1' 24W 2. 3.119• 1 2' 0A8' 0.6P 0.32C Embedmenl Qa): 1a14' "4" 1,V4' I V4' r 1.114' i-11P MIC 1a1C 14MR 1-1/1' 2' KO 1-yr eB' (•18T) 2Anchaa ® 42W 1AOL O.C.1 Stallard ao (Rg. 1):390Ibe 390Ibs 450 M 8901bs 1S44 Ins 270 Us 26D In. 364 P.'401bs 488lbs 684 W 1182 @e 326 Ibs 420 Me 66010s 4 Anchm C 1.16' Min. O.C.I Stmftd Clip (Fig. 2): 480 We 700 @• WA WA WA WA 3801be WA WA 70A WA WA 652lbe 640 @s 1120 @s 4 Anchors 3' ]AN. O.C./ (1) 2a8 Anefe Qlp• (FIg.3): 7800re 780 ibs 680Iha 168016s 188810s 640 ma 6601he WA 78016a 9361bs 8a0lb, 23641bs 85216a 840 @e 1120Ibs 3 Anchors Q0.45'MIo. O.O, 1 UC6p, Into fir Alum. (Fig.4): WA WA WA 1d91 WA WA WA WA WA WA WA WA WA WA 1074Ibs 1 And"I FCP (Fig. 5)1 185 ins ISS Ibs 225lbs 4451bs a22lbs 1 13511,3 140 Um 177 lbs 3701be 234Ins 3321bs Bat 16a 163lbs 210 me 2801bo 2 Anchors @ MW Min. O.C.! FClip (Fig. ek 24016• 350It's WA WA WA WA 190Iba WA WA WA WA WA 3281bs 420lbs Egg 8» IVUr C: rUK I MC Urrbr I ULIV, USC 1 M SAMC ANCKUK PAI I tM ANUANGMUK VALUM AS T Mt STANUARU CLIP. FIGURE 1: FIGURE 2: FIGURE 3: 170 0 1 F 0 0 ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 4: FIGURE 6: FIGURE 6: =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. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET22 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 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 A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. Florida IYNN /i���: `*' NO.587D5 ' �TT OF 1413 4 ���'•. FLORIOP••'���� ps/01W- � 0 A. LV1* MIU)89; P.E. FL P.E.# 6B706 TABLE 6A Mullion Capacity Table (lbse) Opening Width (for verlIcallirsparritg mWion9) or Opening Height (for horizontaly-sparring mlNons) 5o in 601n 70In 8014 90 in f00 in 12Din 1401n f601n 1 X 4 %.126 Raolangutar Loading llep/idanp, loadng Rectangular Loading TraprTdong. Loading Rectangular L.Sn9 TreplTdang. tasdurg RectongJer Loading Trep7Tdaea. Lwdfng Roclengular Laading TroprTdang. Loadng Rectanguaf Loading Trop7TMno. Loading mauler Laedmg TrepRdeN. Loadng$g ReelarigJar Leading Trep'ftlan9. Rectenguiv Tr4pfafang. loading Alum Tube Mullionh &Lancing $Loadin$g, H 421n 170.0 020 170.0 435 170.0 744 170.0 478 179A 868 170.0 506 170.0 992 170.0 519 170.0 file 170.9 571 170.0 1140 170.0 721 170.0 1488 170.0 621 745.8 1489 170.0 b21 127.8 1469 170.0 521 48In 170.0 708 170.0 524 170.0 850 170.0 664 170.0 992 170.0 630 170.0 1131 170.0 681 170.0 1275 17MO 077 156.3 1303 170.0 Sea 130.3 1303 170.0 680 111.7 1303 170.0 6W 97.7 1303 170.0 680 60.6251n 170.0 747 170.0 663 170.0 096 f70.O 631 170.0 10W 170.0 684 170.D 1195 170.0 723 156.1 1235 170,0 747 140.E 1235 170.0 758 117.1 1235 170.0 766 IOOA 1235 170.0 756 07.6 1235 170.0 750 641n 170.0 707 170.0r73 170.0 958 170.0 691 170.0 1116 170.0 764 154.4 1168 170.0 803 137.2 1168 170.0 837 123,5 1168 170.0 656 MO 1158 17D.0 861 88.2 1168 170.0 681 71.2 1168 170.0 861 601n t70.O 865 (70.0 186.7 1042 170.0 797 142.0 1042 16l.1 832 125.1 IG42 148.7 616 111.2 1042 138.6 601 f00,0 1042 130.2 791 83.4 1042 125.1 M2 71.5 1042 126.1 782 62.6 1042 125.1 782 87In 170.0 930 170.0 151.2 992 163.E 810 129.8 992 1/4.4 788 113.4 992 13/.0 782 f00.8 992 121.4 760 80.7 892 114.E 756 75.6 882 108A 715 &.6 992 108.0 74/ 667 882 fOQO 7M { 601n 185.4 947 170.0 157.E 8q 140.0 786 118.1 9/7 170.3 780 10.1.{ 917 117.7 752 91.9 847 108,7 738 82.7 947 102.2 727 80.9 8/7 85.1 713 $9.1 917 94.0 711 61.7 647 84.0 711 Mfn 155.9 6{9 N2.T 113.2 849 121.8 722 97.0 819 tOQB 705 81.8Nt 898 76.6 649 88.7 608 87.9 849 02.7 875 66.6 8/9 76.3 659 48.5 649 72.5 652 425 849 72A 851 ZZ 761n 115.5 782 120.7 98.3 702 IOZ6 652 $2.5 762 90.0 640 TL29 629 642 702 74.2 020 57.8 762 69.2 813 45.1 702 02.8 6D2 41.3 762 59.9 1i97 30.1 762 59.4 595g 78In 106.9 724 111.4 634 89.0 724 94.6 621 78.3 724 82.0 609 68.8 599 59A 724 60.1 591 53.4 724 63.4 683 44.6 72{901n 69.6 543 71.8 403 MO 543 60.7 474 49.7 543 Me 466 43.51 458 30.6 013 42.0 452 X8 543 39.6 446 29.0 543 34.0 NB 24.8 643 32.1 430 21.7 50 30.7 428 961n 57.3 476 58.9 427 47.8 478 49.7 419 40.9 478 43.2 412 35.85 408 31A 478 34.0 400 28.7 478 32.0 395 23.9 476 28.1 308 20.5 478 25.6 300 17.9470 24.2108in 40.3 377 41.1 341 33.5 377 34.0 335 2a5 377 30.0 330 25.28 325 22A 37T 24.0 321 20.1 377 22.0 317 18.8 377 19.0 310 14.4317Mto 37.1 357 37.8 323 30.9 357 31.0 318 20.5 357 27.6 313 23.2 309 20.6 357 2LO =5 18.5 357 20.1 301 15.4 357 17A 294120 rn 28.3 3a8 28.8 278 24.S 308 25.1 274 21.a 306 21.7 270 18.32 287 18.3 308 17.3 283 1441n IT.O 212 172 198 TABLE BB Anchor C•p•city Table (Ibs) rub3treta 2.7k Concrete 3.6k Colo. Hallow CMU Filled CIAO PTWood Moist Andlor Clip Pattern Anchor Type: 3116'Eleouweon 11Y Eko t4wcon 611T Elco Utrncoa 3l1G EIco Utrecon 1!4'EleoUwcon 114' SS Etta AggraGdar Ulhecan r le, ElcoN2' #to Steel Scmw(G5) $12 Steel 8cmw(06) 912 8tad Smw(G5) Fie Distance t 1• 2412` 1' 2-i12' 3-V6' 1' 2-tre 1• 2.1I4' T 34/8'0.4r 0.64' 0.324'EmbadmeM gn} 1+Y4' tal4' 13r4' i.N4 2' 1-1M' 1-1p' 1-7/4' 1-11/' 1-1/4' 1-11V1378` 1318' (see rwla 4)2 Anchors®4.76" MM. O.C.l Stmidwd 00(Rg. 1 or 2): 390lbs 39D We 450@a 89016s 1644 Ibs 270lbs 280 Ms 354 ills 740 Me 466lbs 664lbs 37S Ids 420M 560lbs 4 Ancham®2.26'MIA. O.G/ SUndud Clip(Fig. 3} 700 We 700lbs 5801as 14f0IDa 852 We WA 6601DS WA 6301bs WA 8w Ns65210s 840 tbs 1120lbs 8 Ancham 4g 1.16' Re. O.C.! Standard pip (Fig. 4): 960 Ns 140D Ibs WA WA WA WA 760 Me WA WA WA WA1344lea 16801Ds 2240M 4 Anchors ® 3• Min, O.C, f(2) 2s6Angla Clips ft. 5): 7601bs 780lbs 900lbs 17801bs 32661bs b401bs 6601bs 7o81bs 1460 ibs 8U IbW$ 132a Ns 662 @e 840 lbs 1120lbs 8 Anchors Q X Mln. O.C. / (2) 2t5 Angle Alps ft 6). 1170 @s 1170 ms 1020Ibs 2340 @s 2844 @s 8101txi 840lbs WA 11401bs 14D{ Ns 1320 Ns 3646 Na 978 Ws 1260the 78801tn 4 Anctm @ 0.45 Min. O.C.! UYCllp, Wo 116' Alum. (F(q. 7): WA WA WA WA WA WA WA WA WA WA WA WA WA WA 113216s 2 Anchae ® 2.2V M6L O.C. 7 FDilp (Fig. B): 3501. 3501W 290Ibs 705lbs 478Ibs WA 280Ibs WA 316111s Oita NO lbs 0lbs 326Ibs 42016s 6801bs 4ArrA-Q 1.16' Min, O.C. / F-CIO (Fig. 9): 480lbs 700Ibs WA WA WA WA 38016s WA WA WA WA WA 652lbs 8401bs 712016s NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. -ANCHORCAP._ 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. FIGURE 1: FIGURE 2 FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9: TABLE NOTES: • • • 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. • • • • • • •U-8 • • 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANWOR OPENING WIDTHS IS ALLOWABLE 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18.20. HOLES FIGURE 5: • • • • FIGURE e: FIGURE 7: • • • • 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 AC1301 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-TS AND BE A MINIMUM OF .125' THICK. STEEL ANGLE CLIP (FIGURES 6$6) MUST BE USED N PAIRS. STUDS TO BE A MINIMUM GRADE 33 AND .045' THICK (18 GAUGE), STRUCTURAL STEEL TO Be AT L£AST.126' THICK AND A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 4.000• R126" 1'X4'X.125" MULLION w104fhoFlodd0 MEN= 0. LYNN . w,kCENSF''.�,Q � ' No. 58705 �Q�•, STA EO A. LYhltJllulf IILt R%, P.E. FL P.E.# 68705 TABLE 7A Mullion Capacity Table ibstie Opening Width ((orverflcaly-sparning InuLlans) or Opening Height (for hodzonta*aparkting natfions) 60 in 60 to 701n so In BO In 1001n 1201n 1401n ISO in 1x4x.376 Alum.Tube Reolangular Loading TreflNeng. Loadn9 Reclangular Loading Traprrdang. Loadn9 Rectangular Leading napTriang. Loadng Reetenprier Loadn9 Trapfidang. Loading RectengWer Loading Tref.Jniang, Loading f4eManguler Loading hapRdmg, Loadng Rectangular Loading Tmpridang. Loading Realangutar Loading Tmprrdang. Loading Ralmgular Loading TraplTdang. Loading a"r Mullon 8 3�3 8 h• 5 { fi ye S bb $�¢ 8 h S$�{ S E¢ C 3$p € b 58�� g bg . b is g h g 7s �{ b �} b 83S 8 a g g Is 42m 170.0 6W 170.0 436 170.0 744 170.0 476 179.0 868 170.0 506 170.0 992 I70.0 619 170.0 1116 170.0 521 170.0 I240 170.0 52t 170.0 140A 17MO 521 170.0 1735 170.0 6'21 170.0 1033 170.0 521 451. 170.0 708 170.0 624 170.0 860 170.0 584 170.0 892 170.0 8W 170.0 1133 170.0 Wt 170.0 1270 170.0 877 170.0 1417 170.0 680 170.0 1700 170.0 680 170.0 1983 170.0 080 751.8 2024 170.0 8W 60.025In 170.0 747 170.0 663 170.0 826 170.0 631 170.0 1046 170.0 684 f70.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 758 170.0 1793 170.0 766 158.0 1919 170.0 756 136.5 1910 170.0 768 541. f70.0 797 170.0 512 170.0 958 170.0 691 170.0 life 170.0 764 170.0 1275 170.0 803 170.0 U34 170.0 837 170.0 1594 170.0 858 159.9 1799 170.0 661 137.1 1799 170.0 881 120.0 1789 170.0 681 60 In f70.0 885 170.0 701 170.0 I083 170.0 797 170.0 1240 170.0 878 170.0 1417 170.0 944 170.0 1594 170.0 on 155.5 1019 17" 1033 129.E 1619 I70.0 1003 11 LO 1619 170.0 1063 07.2 1619 170.0 1083 631n 170.0 930 170.0 745 1T0.0 1110 170.0 850 170.0 1302 170.0 940 I70.0 1488 170.0 f015 158.7 1512 170.0 1078 141.0 S&2 170.0 1122 t17.6 1rS42 168.E 1168 100.7 1612 i6TA 1167 88.1 1512 187.0 1167 g 68In 170.0 974 170.0 789 I70A 1169 170.0 803 170.0 1364 170.0 1002 160.6 1472 170A 1088 142.E 1472 165.6 1146 1265 1472 159.0 1130 107.1 1472 147.0 1108 91.8 1472 148.0 1104 80.3 1472 146.0 1104 721n 170.0 1063 170.0 878 170.0 1276 170.0 1009 150.6 1320 166.2 1101 132.0 1320 149.9 117.3 1320 137.8 1066 105.6 1320 128.8 1040 Me 1320 117.0 1024 76A 1320 112.E 1013 68.0 1320 112.E 1012 781n 170.0 1122 170.0 037 149A 1184 159A 1013 128.2 1184 139.0 994 112.2 1184 125.799.7 1184 115.3 964 89.8 1104 107.6 952 74.6 1104 97.6 935 64.1 1164 93.1 827 66.1 1184 02.3 925 78 in 186.1 1124 170.0 007 135.4 1124 147.0 W5 1t8.6 1124 120.E 947 1038 1124 115.69Z3 1124 fO5.8 918 63.0 1124 98.5 Ogg 69.2 1124 89.0 690 59.3 1124 $0 061 61.9 1124 832 878901n 108.1 844 111.5 750 90.1 844 94.3 73a 77.2 844 92.f 724 67A 644 73.3 60.1 544 68.5 702 54.0 844 61.4 693 45.0 844 64.2 878 38.6 U4 50.0 668 33.8 844 47.7 662 961n 60.1 742 91.6 683 74.2 742 77.2 6% 63.6 742 672 641 65.7 742 $9.8 ]712 49S 742 54.1 M 44.5 742 49.5 37.1 742 43A 600 31.8 742 39.6 590 27.6 742 37.5 584108 in 82A 588 83.D 530 52.1 588 518 521 44.7 588 46.6 513 39.1 566 41.4 34.8 586 37.3 498 31.3 680 34.2 414 492 28.1 686 29.6 451 2Z3 506 26.6 472 19.0 5W 24.7 460 fit m 57.6 5548.0 555 49.5 405 41.2 555 42.9 407 36.0 555 38.0 320 555 34.2 473 28A $55 91.3 467 24.0 655 27.1 457 20A 555355 224 442 45A 475 46.1 433 38.0 476 30.0 42g 32.8 476 33.7 420 T8.6 476 29.8 25.3 476 2@.8 408 228 475 2{.5 401 19.0 176 21.1 385 16.9 475 18.7 367 14.3 475 17.2 381 28.4 MO 28.7 305 22.0 330 22.4 301 t6.9 330 10.3 207 16.6 330 17.0 TABLE 7B Anchor Capacity Table ([be) Substrate: 2311 ConcrMe 3.6b Cons. Hallow Cmu I FOed CMU PTWood Metal Ardor Clip Patterns Mchor TYPa: 3118'Elm Ulreem 1/4•Elco Uhaeon N16' 11 0 Uhham 3116'Elco UOaem 114'EIeo UOacen 1/4' SS Elto �� 5116' Elao IAu�m AggreGstar 1W GS EkeF3261bs •12 Sted Suew(05) 012 Steel Screw(G5) Edge D'utence On): 1• 2-1/2' 1• 2-I!Y 3-1/6' 1' 24W 1' 2-12' T 3-118, 2' 0.68' 0.32r Embedment an): 1.N4' 13I4' 124 fy4' Y 1-V4' 1-V1' 1.1/4' I-V4' 1.1I4' i-Ife T t-Ter (age note 4) 2Anctlom@4.76'Min. O.C./6tandar0Ctip(Fla. I or2. 3"lbs 390lbs 4501bs 890 Me 1644 ibs 2701bs 2801Gs 3641bs 7401bs 468lbs 6641bs 11821be 420lbs 560Ibs 4 Anchora@2.26' LOn. O.C. I Standard Clip(FIg. 3): 7001ba 700Me $8015s 141016s 952lbs WA 560In WA 630Iba WA 880lbs WA 8401bs It201be 8 Anthom @ 1.1V Mla. O,Q I Standard COP (F7g. 4): 0601bs 1400 ibs WA WA WA WA 760@5 WA WA WA WA WA 168010s 2240lbs 4 Anchors ® 3• Mh O.C.1(2) 2r5 Angle Clips (Fla. 5}; 780lbs 780 use 900lbs 1780lbs 3288lbs 640Ins 560 @s 708Ibs 14801b3 93a Ibs 1328103 2384Ibs 0401be t1201bs 8 Anchors Q 3' Min. O.C.1(2) 2X6 Angle Caps (Rg. 8y: 11701bs 11701bs 1020Ibs 2340 Ns 2844 Ibs 810lbs 840 it* WA 1140lbs 1401 Ibs 1320 @s 35181bs 126016s 1680 @5 4 Anchors ®0.46 MN. O.C. / UCflp, Into 1!8'Aium. (Flp. 7): WA WA WA WA WA WA WA WA WA WA WA WA WA WA 1432IDs 2 Anchors �226' Min. O.C.1 r:X (Rg. all 3501bs 3501bs 290 Fbs 7051ha 1761bs WA 2801M WA 3151b3 OIW 4401bs Olbs 326 Ws 420 Pos 6801bs 4 Anchors ®1.16' Min. O.C. / F-COp (Fig. 9): 46D PA 7g01bs WA WA WA WA 3801bs WA WA WA WA WA 652lbs 6401be 1120Ios NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9: • • • • • • • • • • P • • FIGURE 5: FIGURE 6: FIGURE 7: ANGLE CLIP (FIGURES 586) MUST BE USED W PAIRS. ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP_) X ( ANCHOR CAP., , ,,� = ANCHOR CAP.,,, `MULLION 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. R 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 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 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-T6 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 A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 40� ..YNN 7ZjQ��T7i/i ' No. 58705 10,' STAE F 4 OR i S A. LfNNIMLLP , P.E. FL P.E.# SB705 TABLE 8A Mullion Capacity Table ([half?) Opening Width (forveNcaV-spading mullions) orOpening HelghtgorhorizonlaUy-sparing mullions) 50 In 60 N 70 in so In 90 in 1001. 120 N 1401. 1601. 1.26" X 3,188" X RectenB,der Loadn9 mapRd.nB. Loedul9 Redanplder loadn9 Twprmelg. Loading Redencular Loading Twpinlanp. L"&]; Recl claw r wa6n9 TrnpRdnnD. Loading Rectangular LcednB Twprrda g• loading RedwWar Lwdn9 Treplman9. Lwdn9 Rmlmgular Lw6119 Treplrlms Loadng RCdengVdar Loadn9 Twpffrimg. Lwdn9 Red nglder Loading TreplTdm Lwdulg .286" Alum Tube Mull �� .�' L' 8� .& _ any a 5 P �' 6 _ .& 5� fig• _ �$ s` F _ : • � �• B .�� �' F §� P k• �' P 5 _ aJ; &• �� a @ k' F §� z' _ L• E P t. F 6� e p 5 ,� 5� b• 42In 170.0 620 170.0 435 170.01 744 170.0 478 170.01 888 170.0 308 170.0 902 170.0 519 170.0 file 170.01 521 170.0 1240 170.0 52t 170.0 1488 170.0 521 170.0 1735 t70.0 521 151.0 1789 170.0 621 484, 170.0 708 170.0 52A 170.0 SW 170.0 584 170.01 992 170.0 630 170.0 1133 170A 01 170.0 1275 170.0 677 170.0 14I7 170.0 SW 154.E 1548 170.0 680 132.7 150 170.0 080 118.1 1546 170.0 no W.025In 170.0 747 170.0 W3 170.0 898 170.0 631 170.0 1046 170.0 684 f70.0 1105 t70.0 723 170.0 1345 170.0 747 167.0 1464 170.0 7W 139.2 1468 170.0 766 119.3 1468 t70.0 756 101.4 1468 170.0 758 641n 170.0 797 170.0 612 170.0 958 170.0 691 170.0 1116 170.0 754 170.0 1276 170.0 803 163.1 1376 t70.0 037 140.0 1376 170.0 856 122.3 1370 170.0 861 104A 1378 170.0 661 91.7 1376 170.0 66f 60 in 170.0 W5 170.0 701 170.0 1063 170.0 797 158.9 1168 170.0 878 139.0 1168 167A 930 t23.6 1168 166.6 919 11I.2 1158 160.0 912 92.7 1158 144.8 905 70.4 1158 144.8 905 69.5 1159 144.6 905 631n 170.0 930 170.0 745 160.1 1051 t70.0 850 137.2 1051 I65.9 882 120.1 1051 142.0 848 106.7 1051 132.3 $37 98.1 1051 125.7 830 803 1051 11B.5 an 68.0 1051 1t9.1 821 60.0 1051 119.1 821 661n 187.1 957 170A 789 138.1 857 161.8 805 119.4 957 134.0 780 104.4 857 121A 777 92.6 857 112.8 767 83.6 957 106.8 759 69.a 657 100.0 750 SB.7 B57 98.9 746 622 957 0e.9 748 S 721n 128.7 801 f35.2 698 101.3 804 1152 884 91.9 W4 101.3 671 80.4 IW4 DIA 660 71.5 604 84.1 650 64.4 804 78.8 643 53.6 604 72.3 633 40.0 804 69.8 629 402 604 69.6 628 761n 109.4 722 114.4 we 91.2 722 07.2 618 76.2 722 85.3 608 68.4 722 76.7 596 00.0 722 70.3 6e6 54.7 722 65.5 550 45.6 722 59.5 570 39.1 722 66.7 665 34.2 722 60.2 564 781. 101.2 685 105.8 600 84.4 685 89A Sell 72.3 665 76.5 577 83.3 685 70.6 603 562 685 84.6 660 50.8 685 60.1 SW 422 885 54.3 543 30.2 665 51.4 537 31.6 685 60.7 638 90In 65.0 615 68.0 457 64.9 515 57.6 449 47.1 515 60.1 d41 412 $16 44.7 434 36.6 515 40.8 428 33.0 615 37.4 422 27.5 515 33.1 413 23.5 516 30.5 407 20.6 616 29A 404 BBIn 54.3 453 65.6 404 45.3 453 413 397 Jab 453 41.0 391 33.9 453 36.4 385 302 453 33.0 370 27.2 453 30.4 374 22.6 453 20.6 366 f9A 453 24.3 NO 17.0 453 229 35B 1081n 38.1 JS8 J9.0 323 31.6 358 326 316 27.2 358 26.1 313 23,8 358 262 30e 212 J58 22.7 304 18.1 356 20.6 700 15.9 356 18.0 2B3 111 N 95.1 J76 SS.6 308 28.3 3]6 J0.1 301 25.1 338 20.1 287 22A 336 232 287 19b 3]B 211.8 269 17.8 33D 19.1 283 120In T7A 280 2a3 284 23.2 280 23.8 260 19.9 280 20A TS6 17A 200 16.2 253 i5A 29D 16.4 249 q1 N i&1 201 10.3 188 TABLE 8B Anchor Capacity Table (Ibs) A1x4for ClipPatters SuDatrale: 2kConcrec 3.6k Cana. HofiewC Fllled CMU PT Wd Md.l Anchor TYp°: 3118 Eioo W lacCn il4 E1co U wmn t91, Eko Utram 3 16' EIw U Veoon 1/4' Eko 116recon 1W as Elm AggreOdor 5116• Elco USwcca 114' SS Eke Ag9recator #10 81ed SCww(GS) 012 Steel Screw(GS) 012 Sted Screw (GS) ' Edge DIM... (In1 1" 2-112' T 2.112' 3.118' 1^ 2-112• 1^ 2-1Q' 2 3-110' 2' 0.4e' 0.64" 0.3 24• Em6edmeM lNk I-T4" 1314" 13I4' 1314' 2' 1.114" i-114' iN4" 1-144' 1-1/4" 1-U4' 2' 1319' 1319' pee note 4) 2 Amn=94.76'Mtn. O.Q/ Standard Clip (Fk}1 390 b➢ 380Ibs 4601ba 8BD Iba 1 20 1s 3541be 7401be 466Ib9 Ds 1 I 3281bs 420 Ns 5601bs 4 Amhow 01,1Y Mln O.C. / SleMard Wp (Fig. 2j 4801bs 7001bs WA WA WA WA 3801be WA WA WA WA WA 652lbs 840 Wo 11201be 4 Awn= 0 7 Min. O.Q 1(2) 26 Aog1e Olga (Fig. 3} 7601be 780 fbo 680Ibe 16601be 1898Ihe 6401bs WO [be WA 760 We Waft 8601be 2364 @e 6521be 6401bn 11201be 4 Amhore 0 GAT Min O.Q 1 LLCILA Into 118' Alum (Fig. 4). WA WA WA WA WA WA WA WA WA WA WA WA WA WA (FIX4105 We 195Ibe 226 lbe 445 Ra 822Ibo 135Ito 1401W 177Iba 370IF 2341ha 3321be ti9l lbo 163bs2 ZI Amhow 01.1C MinO.C.1 FCJip (Fig. 8) 240 (be 350Ibs WA WA WA NA 190Ibe WA WAWA WA 326 Ibs 420 M �., vn I„c yr roc, y6U7.UQQ 1 MMIYAIVUHI 11URYALUCJA Ir1COI1 UAKUyLIV. FIGURE 1: r 1111 • FIGURE 3: FIGURE 4: FIGURE6: m FIGURE 2: r _0 ANGLE CLIP MUST • • BE USED IN PAIRS. FIGURE 6: • • ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP_) X (_ANCHOR CAP.,,,,,,-) _ANCHOR CAP.,,,, 1 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 ANDIOROPENING 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 608346 AND BE A MINIMUM OF .125' THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045- THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST .125- THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. with the Florida ME= 0 LYNN 4fle-11,� * ' No. 58705 :* STAT p Is A. LYN1S M�Ll�i2, P.E. FL P.E.# 58705 Mullion Capacity Table Ib Opening Width (foroerllca97-sparring mUllons) or Opening Heigh( (for hodmrdaly-sparring mWlons) 501. 60 in 70 in 601. Be In 100In 12D In U01a 160 in 21141c.26 Racten9ular Lemding heplidsrq. Loadn9 Radsnguler LwlnB TrapRdeng. Laadn9 Reclangdar Loafing TwpRdang. Lowing Redangtdar Lm f.9 Traprrderq. Loafing Rectan9u� Loadrq Trep/Td•n9• Loadng Radenp4ar Loadng TrepRdarq. Loadmg Reclenglar Loadm9 TrepRdarq• Loadrq Reelen9dar Loafing TrepRdan9• Loafing Recten9dar Iodine heplRierq. Loadrrp Alum.TubD Mullion 5 a . g F 3S E i 8 '§¢ 8 p a • 5 � z .(; a 8 � � t9 � § � B $ 8 .py¢ S $ $ aaF ` �i gs .8 h 5 � ILA g Y Gd 5 S 3� � a^ gS S r5 ¢y 42b 170.0 620 170.0 435 170.0 7H 170.0 478 170.0 868 170.0 500 170.0 092 170.0 SIG 170.0 file 170.0 621 170.0 1240 170.0 521 170.0 1488 170.0 521 V0.0 1735 170.0 521 170.0 19B3 170.0 621 481n 170.0 700 t70.0 624 INN OWN 170.0 584 f70.O 892 1710 MO 170.0 1133 170.0 881 170.0 1215 17U 677 170.0 1417 170.0 No 170.0 1700 170.0 680 170.0 1983 170A 680 170.0 2267 170.0 680 . 60.025In 170.0 747 170.0 W3 170.0 B96 170.0 631 170.0 fM 170.0 684 170.0 IS$ 170.0 723 170A 1345 170.0 747 170.0 1494 170.0 758 170.0 1793 170A 766 170.0 2082 170.0 768 170.0 23DI 170.0 766 64 In 170.0 707 I70.0 612 170.0 858 170.0 691 170.0 1116 170.0 764 170.0 1275 f70.0 803 170.0 1434 170.0 837 170.0 f594 170.0 856 170.0 1913 170.0 $01 170.0 2231 170.0 881 f70.0 2650 V0.0 661 60 In 170.0 885 170.0 701 f70.0 1053 170.0 797 "0.0 1210 170A 878 170.0 1417 170.0 9/1 17D.D 1594 170.0 988 170.0 1711 170.0 f033 170.0 2125 170.0 1067 170.0 2470 170.0 1083 180.8 2880 170.0 1053 831n 170.0 830 170.0 745 170.0 1716 170.0 850 170,0 1302 170.0 040 170.0 1188 170.0 1016 I70.0 1873 170,0 1078 170.0 1859 170.0 1122 170.0 2231 170.0 1189 168.7 2553 170.0 1171 1459 2553 170.0 1171 L 611, 170.0 974 170.0 780 170.0 1169 170.0 903 170.0 1384 170.t1 1002 170.0 7658 170.0 ION 170.0 1763 170.0 1165 170.0 184g 170.0 12f0 170.0 2338 17¢0 1275 151.9 2437 170.0 1288 1329 2437 /70.0 1288 721n 170.0 1063 170.0 878 170.0 1276 170.0 1009 170.0 1488 170.0 1126 170.0 1700 170.0 1228 17ao 1913 170.0 1315[61.8 2125 VAA 1307 146.6 2184 V0.0 1468 124.E 2154 170.0 1529 IOU 2184 170.0 1530 761n 170.0 1122 170.0 937 170.0 1346 170.0 1080 170.0 1670 170.0 1209 170.0 1794 17M 1322 I65,1 I880 170.0 1421 1960 170.0 1505 i23.8 low 181.E ime f08.1 few 164.a 1535 92.9 tow 152.7 1531 � 781n 170.0 I151 170.0 867 170.0 1381 170.0 1110 170.0 1811 170.0 1260 170.0 1842 170.0 1389 162.7 1881 170.0 1474 189) 163.1 1500 114.6 feet 147.3 1473 98.2 1881 139.e 1458 85.9 1881 137,8 1461 90In 170.0 1328 170.0 1144 149A 1399 1%0 f2f9 127,E 1398 t36.0 1195 111.8 139E f21.3 1179 99.4 13H 1102 1162 139E MIA 1147 74.6 1398 99.6 1122 63.9 1390 02.7 1105 65.9 1398 78.9 1096 96 in 147.4 1229 151.5 1098 122.9 1220 127.8 107E 105.3 1229 171.2 1061 92. 1229 98.9 1044 a19 1229 89.0 1029 1229 02A 1018 B1.4 1229 72.2 993 62.7 1229 65.9 977 4a1 f220 62.1 867 1051. 107.6 971 105.8 877 66.3 871 89.0 8B2 74.0 971 )72 8/9 84.7 B7i 68A 837 57.6 9T1 81.8 626 871 80.5 813 431 971 49.0 798 37A 971 44.0 702 324 871 40.8 771 Ill In 23.4 919 97.3 832 79.5 918 81.9 Gig 60.1 919 Me 806 59, BID 629 784 53.0 91956.7 764 919 51.8 774 39.7 919 44.8 758 34.1 919 40.2 742 29.0 BIB 37A 732 1201n 75.5 786 7a.8 715 F" 788 64.5 705 53.9 7W 66.8 05 47.2 no 49A 888 41.8 788 44.{ B71 788 40.5 668 31.5 76a 34.9 853 27.0 788 J1.0 8/1 238 786 20.4 631 I411n 13.7 646 142 504 38.1 648 37.0 488 31.2 646 31.9 191 21.3 516 282 485 24.3 648 25.3 478 21,8 548 22.8 474 18.2 6W 18.5 469 18A 518 17.2 ISS tA7 548 1S6 MB TABLE 9B Anchor Capacity Table (Ube) Substrate• 2.7k Cmwete 3.SX Cma. K.U-CMU Filed CMU PTWtod Mete) Anchor Clip Patterns Andres Type: 3118' Etao Ubeoon 1/4' F1co UOeoon 6119 Eko U4acon 3/t6' Elm 1110mtorl 1/4' FJco Ubaaon 1/4" SS Elm AggreGata 511V Eleo Uluacen 1/1' SS Elm AggmOalor •10 Steel Semv(G5) 012 Sled Scmr(G5) 912 Steel Gumv(GS) Edge pelence On): 1' 2-fAr 1' 2-irT 3-118' 1' 2.1r1 1' 24W T 3-17M 2' 0.49, 0.64, 0.32C Embedment ft 1.3/P 1-314" 1.we I-TC T 1-1/4' 1-114' 1414' 1-114" 1.114' 1-114r 2- I.we 1.318" (see note 4) 2 Anchors Q 4.76' Min, O.Q I Standard CIIp (Fig 1 er 2): 390lba 39016a 450 Wa Ws 16" Ws 2701bs 280 Wa 3541be 74017Ibs 664Its, 1182 Ws 3260. 420 Wa We Iba 4 Anthan gp 26M Min. O.C.! Standard Clip (Fig. 3) 740Ibe 740Ibs = Me 1486 Me 1424 Ibs WA We lbs WA 6951bs WA 660" WA 6520. WO ft 1120Ibs 6Anchaa ®1.71- MN. 0.Q 13tsndazd qp (Fig. 4): SOS We "Olp 7681bm 19481be WA WA 7051ba WA 79916a WA WA WA W8Ib/ 12601bs 1680 Me 4 Anehtr• ® 3" MIn, QQ 1(42e5 Angie Oipe (Rg. 4. 760Iba 7 bs 880 81a 15£Olbs 1896Iba 640 680 Wa WA 7801be 038Ibe 880 We 23& It. 6520. a/01s b 11201b 6 Anthers W 3' Mtn. O.C. / (2) 2c5 Angie Olm Fg. 6): 11701be 11701be 1020 Ws 2J401he 290 Ibs 81 bs GO 11,3 WA 1140 The 1404Im 1320lbo 35461bs I 978lbs 1 12801ba t68016s 3Anthon Q I.3P MI.. O.C. / U-a]N Inle 118` Atom. (Fig. 7): WA WA WA WA WA WA MA WA WA WA WA WA WA WA 0711 SAmhom Q D.W MIn. O.C. / U4:Op, Into IIM Alum. MIl. B). WA WA WA WA WA WA WA WA WA WA WA WA WA WA 21 Ihr 2 Anchera ® 2.68" Min. O.C. / F-Clip (Fie. g} 3701bs 3701be 3131b1 7403 b3 7121bs WA 2801b1 WA 3481ba WA 440 Me WA 3281bs 420lbs Bibs 3 Anchors Q 1.71" thin. QQ / F- 515 (Rg. 10): 3901bs 380IDa 3/01ba 7891bo 0461m 2701ba 2801be WA 380 Wa 460 ft 440 WS 11821ba 326Iba 420. 68D IbS FIGURE 1: FIGURE 2 FIGURE 3: FIGURE 4: • • • • • • • • • • FIGURE 6: FIGURE 6: • • • • • • • • • • FIGURE 7. FIGURE & FIGURE 9: FIGURE 10: ANGLE CLIP • • :: • • (FIGURES MUST BE USEDM. IN PAIRS. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 21. ANCHOR CAPACITY ADJUSTMENT FORMULA: =ANCHOR CAP. - USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT 15 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 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 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 0.65. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .125' THICK. STEEL STUDS TO BE A MINIMUM GRADE 33AND .045-THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST .125' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL the Ficrillu 1k 1 _ No.58705 �v �•G ru 513:.(u TA E O •.,FCORIOP.•�C.) �iS�IOrr A. LYNN MI��tE(R. P.E. FL P.E.# 58705 TABLE 10A Mullion Capacilly Table Ibelfiz Opening Width (far vedica*spanning millions) or Opening Height (for horizonlal"pam)ng mullions) 501n 60 in 70 in gO In so in 100 In 120 in 1401n 1601n 2%8X.26 Rectanguler Loading Treprrdeng. Leading Roclargdd3r Loafing TmplTdmg. Loaft Root Off Loading Trep/fdarg. toadng Roolongular Lowing Treprmang. Loafing Roctentfoiar Leading Tr*Tdcng. Lowing Rectangular Loading Tr*Tdang. Loading Rectangular Loading Traprrdarg. towing Rectar�Aw Lowing 7repridan9• Loading Rectangular Leering TrWI'tang. Lowing Alum. Tube Mullion •� >L f Aa .. K� Q .o a.,.. K� � g@ �.� S S� Q - � g � � ! f� X� d �� � D a� D a B f a� d@ drK i 6e 2fS �dK f d�C 6 42in 170.0 620 170.0 435 170.0 744 170.0 478 170.0 668 170.0 500 170.0 092 170.0 619 170.0 1118 170.0 621 170.0 1240 170.0 521 170.0 1488 170.0 521 170.0 1735 170.0 521 170.0 1983 170.0 521 481n 170.0 708 170.0 524 t70.0 650 170.0 S51 170.0 992 170.0 630 170.0 1133 170.0 681 170.0 1275 170.0 077 170.0 H17 170.0 880 170.0 1700 t70.0 080 1704 1883 170.0 660 170.0 2207 170.0 680 50.625In 170.0 747 170.0 583 170.0 808 170.0 631 170.0 1048 170.0 W4 170.0 1195 170.0 723 170.0 1345 170.0 747 VIA 1424 170.0 756 170.0 1793 170.0 758 170.0 2092 170.0 758 170.0 2391 17c(l 758 FA In 170.0 707 170.0 612 170.0 056 170.0 691 170.0 1116 170.0 754 170.0 1276 170.0 803 170.0 1434 170.0 $37 170.0 1594 170.0 058 170.0 1913 170.0 6Bt 170.0 2231 170.0 861 170.0 25$0 170.0 861 601n 170.0 805 170.0 701 170.0 1063 170.0 797 170.0 1240 170.0 878 170.0 Hi7 170.0 044 170.0 I501 170.0 996 170.0 1771 170.0 1033 170.0 2125 170.0 1063 170.0 2479 170.0 1063 170.0 2833 170.6 1083 631n 170.0 930 17Q0 745 170.0 1118 170.0 SM 170.0 1302 1700 940 170.0 1488 170.0 1015 170.0 1673 170.0 1078 170.0 1559 170.0 1122 170.0 2231 170.0 1169 170.0 2603 17DA 1171 170.0 2976 170.0 lilt {, 60In 170.0 074 170.0 789 170.0 1169 170.0 003 170.0 1364 170A 1002 170.0 IWO 170.0 1088 170.0 t753 170.0 1155 170.0 1948 170.0 1210 170.0 23M 170.0 1275 170.0 2727 170.0 1286 170.0 3117 170.0 1280 m 721a 170.0 1063 170.0 878 170.0r177O-0 170.0 1009 170.0 1488 170.0 1126 170.0 1700 170.0 1228 170.0 1913 170.0 1315 170.0 2125 170.0 1387 170.0 25W 170.0 1488 170.0 2975 170.0 1529 170.0 3400 170.0 1530 0 761n 170.0 1122 170.0 937 170.0 170.0 1080 170.0 1670 170.0 1209 170.0 1794 170.0 I= 170.0 2019 170.0 142t 170.0 2243 170.0 1505 170.0 2692 170.0 1629 170.0 3140 170.0 1694 170.0 3589 170.0 1705 781n 170.0 1161 170.0 067 170.0 170.0 1116 170A 16t1 17Q0 1260 170.0 1642 170.0 1359 170.0 2072 170.0 1474 170.0 2302 170.0 1664 170.0 2763 170.0 1700 170.0 3223 170.0 1777 170.0 3063 170.0 1790 901n 170.0 1326 170.0 1144 170.0 170.0 t325 170.0 1859 170.0 1498 170.0 2125 170.0 1653 170.0 2391 170.0 1793 170.0 2856 170.0 1918 170.0 318E 170.0 2125 156.0 3413 170.0 2273 130.5 3413 170.0 2361 BB In 170.0 1417 170.0 1232 170.0 170.0 1434 170.0 1983 170.0 1622 170.0 2257 170.0 1764 170.0 2550 170.0 19� 170.0 2833 170.0 2095 160.0 3199 t70.0 2336 137.1 3189 166.E 2470 120.0 3109 15e.1 2428 f081n I7Q0 1894 t740 f409 17¢0 170.0 I80 1T0.0 2231 170A 1870 170,0 2550 170.0 2078 ie4.5 2781 170.0 2271 145.3 2781 181.8 2333 1230 2701 W¢4 2281 105.9 2181 1A0kt20la 11fn 170.0 1630 170.0 1454 170.0 170.0 1700 170.0 2293 170.0 1932 170.0 2621 170.0 2140 151.0 2832 182.3 2245 1386 2832 Idb.d 2219 113.0 2032 12A4 2f88 T. 2832 115.f 21. Bil 2632 100.3 2096 170.0 1771 170.0 1580 170.0 2125 170.0 1859 154.4 2252 1S9.9 1991 135.1 2252 141.4 1964 120.1 2252 127.2 1038 f08.1 2252 I18.1 1916 90.1 2252 99A 1072 T7.2 2252 80.9 1B38 87.8 2252 01.4 1508441n 125.1 150/ 126.8 1445 104.3 1664 106.1 1425 W4 ISM 01.6 1401 78.2 16B4 80.7 1390 89.5 iti81 72.3 t373 826 1681 85.7 1358 52.1 1584 58.0 1330 44.7 tStN 48.2 1305 3A1 1581 44.4 1283 TA13LE 10R Anchor Capacity Table (lbs) SubBVele: 27KConaete IWCMU Filled CMU PTW%d Metal A11GwrClipPattems NwMrlype 3I16'f3wUArewn 714^EloollAroeon HGEIcoUltrecon 7/4°ElcolBtrewn 1/4" SS Eko AggrGata E11C Etor, UArecan 1/4' SS EkoV0.49' AggeGatorSCfmv(G5)Edge 912 Steel 912 Steel Mt-(mk 1'•2d12" 1^2-1n' r 2-1n• 1^ 2.1W 2'3.1111' 2' 0.64' Q324' Ernbedment 0nk 1.314' 1-14° ta/4' 4a14^1.114" VUH. 1.114' 1.114" 1.114' 1-1/4° 1-1/4' 2' I.&&' (see note 4) 2 Amhas Q 4.75 Mlr O.C./ Standard Wp(1`4 I a 2): 390lbs 3901M 430 Its 590 ID9 270Im 280 ks 354 Ind 7401ba 4881bs 6041ts 11821ts 42D lbs E60 gs 4 Anchors Q 4.68'Min. O.C. / Standard Clip (Fig. 3): 780lbs 780lba 900lba 17801bs 640lbs 6001be 708lbs 14110 nos SW ]be 110410s 2384Iw 840 Ind 112016e 8 Anchors Q 1.71- Mh O.C. / Standard Clip (Fla 4k 1180fnd 14001bs 10101be 2595 Im WA 040lbs WA 1065 IDs WA WA WA 16001bs 2240lbs ® 3- Min. O.C. / (2) 2d6 Angle Crq. (Fig.bk 7601bs 780 nos 660 lbs 1660Ibs 640 Iba 6601ba WA 7601ba 838 ¢a 58D Ifs 2384IOs 84D IW 1120IboBArr C ThIlm O.C.1(2) W Angle COpd (Fig. 6k 15601bs 1560Its 13601be 3120lb93792 Me 1080 Me 1120lbs WA lmlbl 1B721ba 17601bs 4728 M e 16501bs 2240 0s 12 An3hae 61.6' Min. O.C. / (2) 2k6 Angle 0103 (Fia. 7k IWO 1b5 2100 Iba 1440 lbs 37001b3 WA WA 1320The WA 16M lbs L WA WA I WA 1 1958 The 1 26201bs I 33801bs 4 Anohoo ®1.34' Min. O.C. / ILCFip, ftdo UB• A1um (Fig. 6k WA WA WA WA WA WA WA WA WA WA WA WA WA WA 1432 W e S Anohon ®464' Min. O.C. / UlJip, Into 118" Alum. (Fig. 9); WA WA WA WA WA WA WA WA WA WA WA WA WA WA 2664Ite 2 Anchos ® 4.68' Min O.Q / F-Clo (Fig. 10k 0. nee 390I� 450IOs 690 t. 1.lI toa 270 ¢s 2B0Iln 359163 74011b 416lbs 1121, 11821ba 328 Me 1 4201bs 68DIbs 4 Anchors Q 1.71" Min. O.C. I FtJlp (Flg. I1XI 590 Me 1 700lbs 1 5051b9 1 1208 Me I WAI WA 4701 W WA 6331be WA WA WA 6521ba B401ba 11201b -ANCHORCAP._ THIS FORMULA TO OBTAIN THE'ANCHOR 4CITY REQUIRED' CORRESPONDING TO AN JAL PRESSURE REQUIREMENT FOR THE MING. WHEN IT IS LOWER THAN THE MULLION 4CITY (FROM THE TABLE) OF THE SELECTED LION. IT WILL YIELD A MINIMUM ANCHOR /ICITY WHICH MAY BE USED TO QUALIFY ITIONAL ANCHOR OPTIONS FROM THE HOR CAPACITY TABLE. TABLE NOTES: FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 0: FIGURE 10: FIGURE 71:Me M-1 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 SHOWN ON FIGURE (RFIGURE & FIGURE 7: SHEETS 18-20. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. ANGLE • • ° • • • • • CUP 4) SUBSTRATES: CONCRETE SHALL CONFORM TO AC1301 SPECIFICATIONS. HOLLOW AND GROUT-Fl (FIGURES CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREAT • • • • • • • • 6-7) YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T6 AND BEA MINIMUM OF MUST BE THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045- THICK (18 GAUGE). STRUCTURAL STEEL • • • • • • • • USED BE AT LEAST .125• THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW PAIRS. THREADS BEYOND THE MATERIAL. ` * " No. 58705 STATES O �/�` T� •.FCORIOP. A. LYNN MILLER, P.E. FL P.E.# 58705 TABLE11A Mullion Capacity Table IbalFlz Opening Width (forver5caly-spanning in dflons) or Opening Height (for horizontally -sparing mLhons) 5014I 601. 701n 801n 901n 70D In 1201n 140 in 1601. 1.26" x 2.11" Rectenpola Loading TrepRReclangutar LeadLoading TrapRrlarg Loadtog Reclengular Loading TrepRdarg. Loodlrlg Rectarguhr Lwdng Trap.Rtlang. loading Rectangular Loud] Trep/Tdarg. Loading Reclargufar Lwdeg Trep/fdang. Loadkg RaetargWar loading irepTdang. Lnadlln9 Reciengrdar Loaning Twnd-nG Loading Reotergutar laadhg TreplfdarOg. Load ro x.126"Alum Tube MULL � 42In 144.2 526 167.020.2 628 14a0 419 10a0 626 13a9 414 90.1 626 1348 411 Sal 620 134.1 411 721 626 134.1 411 60.1 526 134.1 411 51.6 526 134.1 411 461 528 134.1 411 481n 86.8 403 10a00.6 403 94.7 326 89.0 403 88.4 320 60.4 403 BtA 317 63.7 403 7A1 316 4Q3 403 T8.6 314 40.3 403 7ae 314 J4.6 403 7de 314 30.2 403 76.8 314 60.625In 823 362 91.0 8.6 362 79.3 204 6&6 362 71.9 289 61.5 382 07.2 285 45.7 362 64.8 284 41.2 362 63.6 283 34.3 362 63.6 28] 29.4 382 636 283 25.7 362 63.5 203 64 In 678 318 74.1 d5 318 64.2 261 4d5 318 67.7 250 42-4 Me 53.5 253 37.7 316 60.6 250 33.9 318 49.5 249 2a3 318 4a1 248 24.2 318 49.1 248 21.2 318 49.1 248 6o In 49.6 268 63.1 1.2 266 45.7 214 35.3 256 40.7 210 30.9 260 37.2 207 27.5 258 34.9 204 24.7 258 33.4 203 20.6 268 322 201 17.7 258 322 201 15.6 268 32.2 201 631n 427 234 45.8 35.8 234 39.1 195 3a5 234 34.7 192 20.7 234 31.0 189 23.7 239 29.4 186 21.4 2J4 2a0 164 17.9 234 26.8 183 16,3 234 28.6 183 13.A 234BB in 37.2 213 39A 3L0 213 3J7 178 20.6 213 29.8 176 23.2 213 27.0 173 2a0 213 25.1 170 1ae 213 2a7 169 16.5 213 T2.2 167 13.3 213220 16e 11.8 21J72. 2a0 179 30.1 2a9 179 25.a 162 20.4 179 246 149 17.0 179 20.3 147 1E9 179 18.7 1457 - 24.3 101 26.4 20.3 101 21.0 137 17A 161 1B.O 135 1G2 181 17.0 137 78 in 226 1 102 1 23.5 133 18.8 162 19.8 131 1&1 162 17.5 128 TART F 11R Anchor Capacity Table (Ibe) troto: 2.7k Conorste 13.5k Caw. I HaIm CMU FOIed CMU I PTWwd I Mew Anchor CUP Petla ns AnchorType: 3I78-Elco Utrewa 111'lefco Utracm 5118'Elco Ulreaon 3116'Etco Ulirazm 1M'Etco llWewn tr4.830m AN.Golor r116'Etco Wrom 114'SS Etco AggreGata 0108ted Sam(G5) 0126teel Scmw (G5)1 11128tce) Semv(G5) Edge detarca(in): 1• 2-IR- 1' 2.112' }7I8' 1• 24W Y 2-112' 2• 3118` 2` 0.48- 0.54' 0.324• Enbedmml MF 137Y 1-314' 131P 137P 2' 1-1N' 1414' 1-174' 1-111 1.111 1-114' 2' 1318' 1318' (aeo hole 4) 4AnchmQ3.8Un. G.C. r(2)2t5Angle Cope(Fig. 1): 780Ow 780I BBO ha 156016s 1898itr 5WIbe mull A I. Iha 0Iw 23641ha I. B/0Ice 16s Nwvo-m r....-. =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 MULLI00 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. FIGURE 1: 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 SHOWN ON SHEETS 18-20. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. ANGLE CLIP MUST BE USED IN PAIRS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM 0-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T6 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.126' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. with die Florido ' No. 58705 = O . �Z 0 ' STA E ((/ /''7,S/0tdAL 1,155 A. LYNN MILLER, P.E. FL P.E.# 58705 TABLE 12A Mullion Capacity Table (Ibeftt2 Opening Width (for valticalfysparrirg ITnl6ons) or Opening Height (forhmlzorltaV-sparring millions) 501n 60 in 70In 80 in g01n too in IN in 1401n No in 3.26" 30 Reo@ngular Loading 7tepr111an9. Loading Rectangular Loafing TtoplTdang• Loafing Rec18n9a1ar Loading TrupTlang. Loadng Rectangular Loadng TrepRteng. Loading RectangWar Loedbg 7rop/itlang• Loading Rectangular Laadng Tnap/Tdang Loadng Rectangular WadnB Ttaplilang. Loader Rectaipular L"&Q Trapfitlong. LoeAng Rectangular Loafing TWAMeng. Loafing DEG. AL BAYMUL YMULL 3 a 8 ��a 3 ^a a s o 421n 170.0 620 170.0 435 170.0 744 170.01 470 1170.0 660 170.0 We 170.0 992 170.0 610 170.0 file 170.0 621 170.0 1240 $70.0 521 170.0 1488 170.0 621 170.0 1735 170.0 tilt 149.1 1740 170.0 62t 481n 170.0 70B 170.0 624 170.0 850 170.0 684 170.0 992 170.0 030 170.0 1133 170.0 661 170.0 1276 170.0 677 170.0 1{17 170.0 880 1622 1522 170.0 WO 1305 1522 170.0 880 114.2 1522 170.0 eB0 50.623 in 170.0 747 170.0 663 170.0 ON 170.0 631 170.0 1048 170.0 684 170.0 1105 170.0 723 170.0 1345 t70.0 747 164.2 1443 170.0 750 136.0 1443 170.0 766 117.3 1443 170.0 768 IOU 1443 170.0 750 541. 170.0 797 170.0 612 170.0 9W 170.9 691 170.0 1116 t70.0 754 170.0 1275 170A am 160.4 1353 170.0 637 144.3 1353 170.0 956 120.3 1353 170A 861 103.1 1353 170.0 861 002 1353 170.0 661 601. 170.0 6W 170.0 701 170.0 1063 170.0 797 16r.0 1218 170.0 578 146.1 121ll 170.0 944 120.9 I= 169.8 We i16.9 1218 15Z1 924 07.4 t21g 148.1 913 83.6 1218 148.1 013 73.1 1216 146.1 813 631. 170.0 930 170.0 745 170.0 11t6 170.0 850 I= 1150 168.8 033 13fA 1150 163.0 914 116.8 1160 141.0 899 105.1 1160 134.2 885 87.6 1150 12G.7 871 75.1 1150 1282 870 65.7 1150 1202 870 r� 661n 170.0 $74 170.0 789 MA INS 165.8 881 IXG 1048 148.6 $64 114.3 1048 133.1 650 101.6 f046 t23A 039 91.4 1048 If66 M 702 1048 109A 821 65.3 1048 108.2 818 67.1 1048 1082 618 9Fa 721n 140.0 860 147.0 764 117A NO 128.0 746 100A HMO IIO.8 734 88.0 880 100.0 722 78.2 880 92.0 712 70.4 880 68.2 703 50.7 860 79.2 693 50.3 680 70.5 880 44.0 880 78.4 668 781n 118.7 700 I26.1 890 99.8o_ff 8T6 85.5 790 93.3 683 71.8 780 03.8 652 6a6 790 70.9 B43 58A 790 71.7 83S 49.9 780 85.1 024 42.8 7B0 82.1 818 37.4 780 61S 817 781n 110.8 760 116.3 697 92.3 BN 79.1 750 85.0 832 68.2 750 77.1 821 91.5 750 70A 812 55.{ 760 65.7 805 48.2 750 59.4 594 39.8 750 bd2 SBB 34A 750 85b 688 901n 72.1 563 74.4 500 60.1 491 61.6 563 64.0 483 45.1 563 48.9 475 40.1 ISO "A 468 383 6W 40.9 462 30.0 683 38.2 452 25.8 503 33.3 445 22.6 50 31.6 442 961n 59A 495 61.1 443 49.6 435 42.4 495 44.8 427 37.1 495 39.9 421 33.0 495 36.1 416 29.7 4M 332 409 24.t1 40 29.1 400 21.2 495 20.6 391 18.8 495 25.0 390 fell in 41.7 391 42.6 353 34.8 348 29.8 391 31.1 342 28.1 391 2L6 337 232 391 24.9 333 20.9 39t 22.8 328 VA 391 19.7 321 14.9 391 17.$III In 38A 370 39.2 335 32.0 130 27.5 370 28.6 326 24.0 370 26.3 320 21.4 370 Me 316 10.2 370 20.9 312 16.0 370 18.1 305 30.4 317 30.0 289 M3 284 21.7 3f7 225 280 18.0 317 1Q9 2T6 168 317 17A 279 1441n 17.8 Me 17.8 203 TARLE 12R Anchor Capacity Table (lb6) Substrate: 2.7k Concrete 3.5k Cone. Hollow CMU Filled CMU PTWood Meld AriftrCBpPatterns A chorType 3H8 FJcoUnlcon ip"ElcotRrecon d16• Me UVacon 3116 F1coUtacon 1/4'ElcoU scan V4' SS Eke AggraGator 6116• ETco Iltbacon 114" SS Elm AffeGator t10 Steel Screw(05) •12 Sleel Screw(G5) 012 61sal Scraw(G5) Edge gsIMm Oft): I. 2.1UrjE240 3.1ir 1. 2-Ur 1. 2-if2• 21 3.118" 2" DAB• 0.W. 03245 Embedmenl Qn): 1Sf4'1-we r 1.114"1.11r14" 1.1/6" 1.11V 1.11Y 2' 1316• I-Wr (see note 4) 2 Mehore ®6' k9n. O.C. /(2) Poch Artge Cops (ptg. 1): 3901bs 3901bs 17001ha 2701bs 280IDa 9b1 Ibs 74010s 468 @s 72010e 11821bs 3281ba 4201bs 6601W4 Mahone@3.6")din.O.C.1(2)2(6ArL4aC§ps(Flg.2): 760 Pos 7801b3 2626lb3 6401bs 560@e WA 112C Its a36@s 980lbs 2364 @s 8621be e401bs 1120 nos 2.71' Min. O.C. f(2) 246 Angle Clips(Fig, 3): 11201Ds 1f20 Pos 2254 @s WA 810 @s WA f059Ibs WA 13201bs WA 978@s 12601bs 188016e FIGURE 1: FIGURE 2: 0 C� FIGURE 3: [ " .-* - �� �� * 0 0 ANGLE CLIP (FIGURES 1-3) MUST BE USED IN PAIRS. 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 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 SHOWN ON SHEETS 18-20. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO AC1301 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 A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. ANCHOR CAPACITY ADJUSTMENT FORMULA - (DP_) X ( ANCHOR CAP.,,,,,,,,,\ _ 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. Nlorlda ?'' VGENSF' l�fcp �: ` No.58705 ST�0140 ZONAL A. LYNN �vI1LLER, P.E. FL P.E.# 58705 TABLE 13A Mullion Capacity Table Ibs/i12 Opening Width (for vertically-spervirg millions) or Opening Height (for IwrimnfaBy spanning millions) 501n 601n 701n 80 in 901n 1001n 1201n 1401n Igo in 3.28" 46 Rectangular Loading TtIrdang. Loading Retiangofar Lmdng TtapYldang. Loading Rectangular Loading Traprlilang. Loading Reetangul Loadng T7epfVdang. Loading Raclanguler Loading haplhlang, Loading Rectangular Loading TmpRdeng. Loading RocUnptler Loading Trop/ldang. Loading RectengWer Loading Ttap7Tdang. Loading Roclmtgdar Loading 7FapfTdang. Loading DEG, ALsag BAY MU LL $ �u *ga � t3 i � g ri S o� 6. ci S� ° of � hg v 3 S sg g e$ y� cT s a$ ci � 6� d � S� �a 1; & ci 8p �a 3 �} �78.g 3 g 1 � c9 g ci is $sq II S v Fagg( g $ 421n 170.0 820 170.0 435 170.0 744 17aO 478 t70.O 686 170.01 500 170.0 092 170.0 519 170.0 itt8 170.0 621 170.0 1240 170.0 521 170.0 1466 170.0 521 170.0 1735 170.0 521 160.3 I9TI 170.0 521 401n 170.0 708 170.0 624 170.0 850 170.0 584 170.0 892 170.0 630 170.0 1133 170.0 681 170.0 1275 170.0 677 170.0 f117 IT0.0 880 f83.7 1837 170.0 880 14D.3 }837 170.0 880 122.E 1837 170.0 880 50.825In 170.0 747 170.0 603 170.0 No 170.0 031 170.0 1048 170.0 681 170.0 1105 f70.0 723 170.0 1345 t70.O 747 170.0 1494 170.0 750 147.1 1652 170.0 756 128.1 1552 170.0 756 110.4 1652 170.0 750 641. 170.0 797 170.0 012 IT0.0 2W 170.0 691 t70.O 1118 17Oe 754 170.0 1275 170.0 803 170.0 14U 170.0 $37 1652 1455 170.0 8W 120.3 1455 170.0 Bet 110.8 1455 170.0 881 07.0 1455 170.0 881 60 in 170.0 895 170.0 7D1 170.0 1063 170.0 797 170.D 1240 170.0 876 157.1 1309 170.0 9N 139.7 1309 170.0 990 125.7 I= 163.5 994 104.8 1309 157.1 982 89.8 1309 167.1 982 786 I= 167.1 982 63M 170.0 930 170.0 745 170.0 1116 170.0 850 167.9 1247 170.0 910 1425 12/7 181.6 983 120.7 1247 1628 995 114.0 1247 1M.3 052 95.0 1247 1382 938 81A 1217 135.7 935 71.3 1247 135.7 935 661n 170.0 074 170.0 789 170.0 1189 170.0 903 H9.4 1180 183.7 985 t299 1190 147.9 945 115.4[S�N 138.5 028 1039 I1B0 128.4 014 88.8 1790 119.5 B88 74.2 1180 118.1 893 84.9 1100 110.1 893 c 721n 181.8 f0f0 189.8 877 131.7 f010 f44.8 659 It5.4 1010 1272 812 401.0 1010 11/,7 828 69.6 f05.8 617 80.8 f0f0 B0.8 807 87.3 f010 90.8 795 57.7 1010 87.6 790 60.6 1010 87.7 788 c 781n 137A 006 143.6 792 114.5 906 122.0 775 88.1 905 107.1 781 115.0 ace 98.2 749 70.3 68.2 736 66.7 ON 823 72D 57.3 One 74,7 716 49.1 800 71.2 710 42.0 008 70.0 703 781n 127.1 881 132.5 754 t05.9 eel 112.6 738 90.a Sal 98.6 725 79.4 ON 58.5 713 70.8 $1.0 703 63.0 861 75.4 694 63.0 981 68.1 681 45.4 861 04.5 876 39,7 801 63.7 672 00In 82.7 648 55.4 574 GOA 849 72.1 5M 60.1 848 82.9 554 51.7 648 58.1 545 46.0 50.0 537 41.4 845 47.0 530 34.6 648 41.5 519 29.5 640 28.2 511 25.9 GO 38.5 607 90In 68.2 We 70.1 508 66.8 588 50.1 499 46.7 568 51.4 401 428 NO 45.8 463 37.9 41.4 476 34.1 566 38.1 470 28.4 568 33.4 459 24.3 538 30,5 462 21.3 50 28.7 447 1081n 479 449 4" 406 399 449 412 399 342 449 35.7 393 29.9 M9 31.7 307 28.6 28.6 382 23.0 449 20.1 371 20.0 449 22.7 388 17.1 449 2DA 3e1 15.0 449 18.9 358 III In 44.1 425 45.0 365 36.8 425 374 379 31.5 425 32.8 373 27.6 426 29.1 307 24.5 425 26.2 3 22 22.1 425 24.0 358 16.4 425 20.7 350 1&8 425 18.6 343 1201n 34.9 384 35.5 331 29.1 361 28.6 32e 24.9 384 25.9 321 21.6 W4 22.8 317 19.4 36{ 205 313 17.5 364 19.7 309 1441n 20.2 253 20.4 233 16.6 253 17.1 1 230 TABLE 13B Anchor Capacity Table (Ibs) SubsttaK, 2.7k Concrete 3.6k Cone. HaOav CNU Filled Ck(U PT Wood Metal Anchor Clip Pattem MctorType 3IB EltoUtretat 14EicoUtruon 5116' Elco IAtr8cn 318'Flea Uilreeon fl{'EleoUkaton 11C SS Ele6 Aggte0abr 6d18' Eieo Ulmcon VC 83 Elco A9ge0alor •10 Steel Sttaw (G5) 912 Sel Scraw (G5) #128 1ee1 Screw(06) E6911mianceen): I. 2.1rYH R4' 2-ill' 3-il6' F 24W 1' 24r".' 2' 3•UB' 2' 0.48' 0.64' OM4' Embedment idfP 1 T14- 2' 1-114' 1.1/4' 1-114' i-1l4' 1-114' 1.1/4' 2' I-w 1Jle' (tee note 4) 2 An6tlae®6'MIn. O.C.!(2)2t6Ange Cops (Fig. 1): 3901bs 3901M 9-Us 17001bs 2701bs 2801D4 364 tba 7401Ds 488IDs 7201bs 13 660M 4Mchas6D 3.6' Min. O.RI (2) 2x5 Ange Cops (Fl9. 2): 780 Wa 7801he fOT016a 25261Ds 54016s 6601bs WA 11201bs 8381be 680 Ibs 2364169 85216s 840Ibs f120Ns S AncMts®2.]t'Min.O.C.!(73245 M91eCUps(Flg.3): i1201Da 1120Itq 22/810s 22541Ds WA 840Ibs WA f059 ibs WA 1J20Iba WA 9781bs I2801be 16891bs FIGURE 1: FIGURE 2: FIGURE 3: ANGLE CLIP (FIGURES 1-3) MUST BE USED IN PAIRS. 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 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 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 A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. -ANCHORCAP._ 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. Flotido 0 I11111111/ • 1,tGENSLdr''•,• ` No.58705 * ' '• STATE O ��S'• FLORIOP.•G\�� A. LYNt(JIMI It R. P.E. FL P.E,# 58705 {-{ j--.125' STANDARD CUP 2.000' I 6063•T8 ALUM. X-SECTION I 1 r.126" L .125' 2.750' .375' 1' X 2.7W X .376' MULUON 6063•T6 ALUM. XSECTION I 2.125' U-CLIP I 6063-T6 ALUM. XSECTION 125"] I Q -{ .740" F- ICUE HERETO I .376' .376' »---3.125" -�I 'i _CREATE F-CLIP, SEE MW. MIN. DETAIL F, SHEET r-------- r--------i I I STANDARD CLIP 6063-T6 ALUM. CENTER OF ANCHOR HOLE MUST UE TOPVIEW WITHIN THE DASHED BOUNDARY. SEE SHEETS 5.17 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER+ Vie'. 6.600' .376' .375' MIN. MIN. ____________- � I 1 1 I f I I I I 1 1 11 C OFFSET CLIP 126' 6063-T8 ALUM. TOPVIEW I 338' MIN U-CLIP 6083-T8 ALUM. USED FOR ALL 1' X 2' AND 1' X 2.76' MULLIONS, SHEETS 6.8 TOPVIEW U•CUP 8003-T6 ALUM. 1' X 3.125' X .500' MULL ONLY, SHEET 9 TOPVIEW .338' MIN. I U•CUP 6083•T6ALUM. 1.25' X 3A88' X.205! MULL ONLY. SHEET 12 TOPVIEW V X 2.76' X .650' MULLION 600346 ALUM. XSECTION TABLE B 2X5 ANGLE CLIP 6063•T6 ALUM. 2,ppD XSECTION IL .125" I .375' MIN. 1-- L -- -- _ 2X5 ANGLE CLIP 8083•TB ALUM. TOPVEW CENTER 01 ANCHOR HOLE MUST UE WITHIN THE DASHED BOUNDARY. SEE SHEETS 647 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER +'1/16'. Mull Dimension (shoot 4) poT Part# Mullion I Bh1. Clip Offset Cllp U-Clip Angla Clip 1" X2" X.125" (5) 66605 668113M 6661110M 666243M 666511M 1" X 2' X .375" (6) 66SOOS 666114M 6681119M 666244M 666512M 1" X2.76" X.375" (7) 66607 666115M 6661120M 666245M 666513M 1"X2.76'X.65U'(8) 66608 666116M 6661121M 666246M 666514M 1" X3.125" X.600' (9) 66637M 6661116M 6661114M 666242M 666515M 1.261X3.186' X.266'(12) 66641M 6661117M 6681113M 666241M 666516M 1.26' X2.11" X.126' (16) 69370 N/A WA N/A 666517M CENTER OF ANCHOR HOLE MUST UE WITHIN THE DASHED BOUNDARY. SEE SHEETS 5-17 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER + 1/16', .126' 2.118' t .125' .900' T 1.28' X 2.11' X.12V MULLION 6083•T6 ALUM. XSECTION TABLE A Dimenslon Value pn) For Mullion: A 1.825 1" X2" X.126" Aluminum Tube Mullion B 2.854 C 0.895 D 0.740 A 1.125 1" X2' X.376" Aluminum Tube Mullion B 2.404 C 0.835 D 0.490 A 1.875 1' X2.75'" X .376 Aluminum Tube Mullion B 3.000 C 0.757 D 1.118 E .450 Min. A 1.312 1" X2.75" X .650' Aluminum Tube Mullion B 3.000 C 0.478 D 0.838 A 2.000 1' X3.12b' X 600" Alum Tube Mull B 2.837 C 0.863 D 1.137 A 2.625 1.26" X3.188" X .285" Alum Tube Mull B 3.262 C 0.862 D 1.762 LA 1.813 1.28" X2.11° X .121` Alum Tube Mull NOTES: 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET, 2) SEE SHEETS 6.17 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS & ANCHOR O.C. DISTANCE. 3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. o�a Florida \CENS�c' G�,p *' No.58705 *' STATE �1fVAL 11 0,0 A LYNNr ILL�R, P.E. FL P.E.# 58705 1.00D" F--- --i 1.00D- .063" .385' .062' 062' .438' 4.000' 4.000"a.L375" .0006 .126' 2.625' 2000' .125' I .125'.12b' .12W 031 L STANDARD CLIP .125156' 6063•TO ALUM. T' .T375" XSECTION 1'X4'X.125'T 1'X4"X.37W I 1"X4X.375' 1 5.600' MULLION MULLION 'T'-MULLION CUT HERE TO .375' 6083-T6 ALUM. 8983•T6 ALUM 3.125 8083•T8 ALUM. 375• "�- CREATE F-CLIP, SEE XSECTION X-SECTION XSECTION MIN. I DETAIL F, SHEET 4 2.661' r--------i 1 r--------1 1.3771'i •125, I I I I I I I I I I I 1 I I 2ET75'� -""-- --- .125' I F I I 30' I 3.250' L J I L-------J 3V BAY MULLION 6063-TO ALUM. I X-SECTION �- CENTER OFANCHOR HOLE MUST LIE STANDARD003-T8LUM. CLIP t WITHIN THE DASHED BOUNDARY. SEE 80TOP ALUM. •226'�--.961'�•I SHEETS 5.17FOR THE ANCHOR O.C. TOPVIEW DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER + 1H8". 45" BAY MULLIO', 6063-T6 ALUM. XSECTION .226"� �--.981'-I .376"-� I I 1-.375' MIN. 2260' 1 I I 1 3.000" I I H 1 I 1 I I I I I I I I II I I G OFFSET CLIP .125' 6083-T6ALUM. TOPVIEW NOTES:- 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 2) SEE SHEETS 5-17 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS. 3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. .740. �.125' I I 2.125' o Y 2A N 125' B Q Z 125' U-CUP 2X5 ANGLE CLIP 6083-TB ALUM. 6063-T6 ALUM, J XSECTION X-SECTION „ 6.900' 375' A MIN. .375' CENTER OF .37E ANCHOR HOLE j j MID I MUST LIE WITHIN I I THE DASHED F BOUNDARY. SEE I 1 SHEETS 6,17 FOR THE ANCHOR O.C. DISTANCE. I I MAXIMUM ANCHOR HOLE I I I DIAMETER: i I ANCHOR DIAMETER +IHB'.---------------- 2X6 ANGLE CLIP 6063-T6 ALUM. U-CLIP TOPVIEW 6063.76 ALUM. CENTER OF ANCHOR HOLE MUST LIE USED FOR ALL 1'. N THE DASHED BOUNDARY. SEE X 4' MULLIONS. SHEETS 6.17 FOR THE ANCHOR O.C. SHEETS 10 & 11 DISTANCE. MAXIMUM ANCHOR HOLE TOPVIEW DIAMETER: ANCHOR DIAMETER + 1116'. TABLE C TABLE D Dimension Value (in) For Mullion: F 3.687 1" X4" X.126" Aluminum Tube Mullion G 1.00D H 2.680 F 3.187 1" X4" X.376" Aluminum rube & "T' Mullion G 0.757 H 2.430 F 2.813 30° Bey Mull F 2.876 45° Bay Mull Mull Dimension (sheet III) PGT Pert # Muillon Sid. Clip OttsetClip U-Cllp Angle Clip 1' X4" X.125'(10) 69364 666111M 6661122M 666241M 660518M 1' X4" X.375' (11) 66610 666112M 6681123M 666242M 666519M 1'X4'X.375"-r(11) 86653 668112M 6601123M 666242M 666519M 30 Degree (16) 66649 WA N/A WA 6565110M 45 Degree (17) 66650 WA WA WA 6665111M �. - ,.r,.- i�� •ice sj ' No. 58705 * / (.TA NP tS ZONA�1E .�. A. LYNN MILLER, P.E. FL REA 58705 TABLE E 1 f`.• I -� f-.125 --i h -.126' C C o Ir liq STANDARD CLIP I UCLIP 2X5 ANGLE CUP 6063•TB ALUM. FI 6063-TB ALUM. 6063-TB ALUM. �= u 2.000" XSECTION 2.126" X•SECTION 2.000' XSECTION 5 NOTES: 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING I .125' I .1251 L .126' Q Q DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET,L O N N 2) SEE SHEETS 6.17 FOR SUGGESTED, APPROXIMATE i---1.49D'--I HOLE LOCATIONS. 1.490• J 3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 6.500' U` CUTHERETO LL 02.110' 3.500' CREATE FCUP. 5.000• 375' m a. .375' '8 r _ SEE DETAIL F. .376• Pe .375• �� M W. Z M MIN. SHEET4 MW. O to U ------ -------------- Z W I 1 � T------- T Z W Z �' fQ 1 I I I I 9 g e a.000^ i I i I i i Q a- '- p -I - - - - - -I- 3.438' Q + 3.438' 1 FZ- U .280'2'X 4•X.25• I I 1-------_i Q Q N t MULLION I I 3.438" I I Q Z Z 6083-T6 ALUM, j j 1 I ~ Q o g O XSECTION I I I I .376' Z $ J MIN. W O _ �- STANDARD CUP 2XS ANGLE CLIP U = Q LIP, 8083TBALUM. Q O Q CENTER OF ANCHOR HOLE MUST LIE 6083•T8 ALUM. SED FOR 2' X 4' MULLION. SHEET 13 CENTER OF ANCHORHDLE MUST LIE 6083-Ta ALUM. a t Z 0) Vl WITHIN THE DASHED BOUNDARY. SEE TOPVIEW TOFNIEW WITHIN THE DASHED BOUNDARY. SEE TOPVIEW a k'O xQ SHEETS 6.17 FOR THE ANCHOR O.C. SHEETS 6.17 FOR THE ANCHOR O.C. a fOQ' DISTANCE. MAXIMUM ANCHOR HOLE CENTEROFANCHOR HOLE MUST LIE DISTANCE MAXIMUMANCHOR HOLE'••? �•••t DIAMETER: ANCHOR DIAMETER + 1/18•. WITHIN THE DASHED BOUNDARY. SEE DIAMETER: ANCHOR DIAMETER + 1/18'. SHEETS 6.17 FOR THE ANCHOR O.C. 6.600' DISTANCE. MAXIMUM ANCHOR HOLE CUTHERETO DIAMETER ANCHOR DIAMETER +1116'. 5.000• 3.600'-�I CREATE FCLIP, MIN. _SEE DETAIL F, 'M'N' .376' SHEET4 MIN. 375' I I -- I I 1 1 I I I I I I ODUCT REVISED I I av complying "Ah 1he Florio. I 1 I I Building Cod. - D I 1 I I 1 Accepteo No C.1 A! � to Dote J,•� 1 I I .260' 8.000' ¢ - �- - --1- - - - }- 4.8B8' ¢ t 5.438' + - - - - - - - -I iNlaml Dndo todu. Cm11;0 5.� I 5.438' i i \ 111LYNN i 2•XB•X.2b• I I I I I `�,: �IGENSF'••�F,A ': MULLION I I I I ic:' 608346 ALUM. t I I I No. 58705 XSECTION I I I I •376' _ I I - MW. STANDARD CUP UCLIP 2X5 ANGLE CLIP 'i `-�1 • '40RIDI!. •• • G\`; .250' 6083•TB ALUM. BO83•T8 ALUM. 6083•T6 ALUM ,S�ONAL E� TOP VIEW USED FOR 2• X 8• MULLION. SHEET 14 TOPMEW // TOPMEW A. LYAkMILLt!k P.E. FL P.E.# 58705 Mull Dlmenalon PGT Part (Bheettl) # Mullion Std. Clip U-Cllp Angle Clip 2" X4" X.25'(13j 88802 868281M 888271M 8085112M 2" XB" X.25° (14) 86804 868282M 888272M 8885113M EXAMPLE 1: SINGLE VERTICAL MULLION THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES. THE WINDOW FRAME DEPTH IS 2-1/4'. THE OPENING REQUIRES ADESIGN PRESSURE OF+80A/-60.0 PSF. ® � NO ANCHORS IN HEAD 1) INITIALLY ASSUMING THAT I- WIDE MULLION IS SUITASLE,THE MULLION LENGTH IS 72- AND THE OPENING WIDTH IS 32-+32+1--65-. REFERENCING SHEET 22, THE COLUMN USING Q2IIy^yvv RECTANGULAR LOADING MUST BE USED. SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-1/4'AND WALL MEET OR EXCEED THE REQUIREDuT�S DESIGN PRESSURE OF+60.01-60.0 PSF. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE. sEE FROM TABLE 3A, SHEET 7, THE 1' X 2.75' X.375- MULLION (LENGTH = 72", OPENING WIDTH = 70") MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS+/F58.3 PSF AND WOULD NOT BE SUITABLE FOR THIS APPLICATION.2-3 oFROM TABLE 4A, SHEET 8, THE I'X 2,76'X.650' MULLION (LENGTH - 72', OPENING WIDTH - 70') HAS A DESIGN PRESSURE OF+/-72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE7V OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 636 LBS. MULLION LENGTH N 2) USE TABLE 4B 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 2X5ANGLECLIPS WITH (4) #12 ANCHORS HAVE A CAPACITY OF 840 LSS.THOUGH EITHER ONE COULD BE USED, THE STANDARD CLIP IS EASIER TO INSTALL.SEE z3) VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTSUSED WITH THIS MULLION SYSTEM. THE LOWERDESIGN PRESSURE,OF MULLIONS ORFENESTRATION PRODUCTS, WILL 0 APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE J INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. d' IN THIS EXAMPLE, THE DESIGN PRESSURE REQUIRED WAS +/ 60.0 PER THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 PSF WITH AN ANCHOR CAPACITY OF 636 LBS. ALTERNATIVELY, UJ o NO ANCHORS INVONDOW SILL R CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 60 PSF: THE ANCHOLES im CD 31• -I F--MTM H�j 736 (80 PSF7 X = 524.9 LBS (MAY BE USED TO QUALIFY # 10 STEEL SCREWS FROM TABLE 49) ) - g \ PSF •� .. THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL, THE WINDOW FRAME DEPTH IS 2-318". THE OPENING REQUIRES A L. j C DESIGN PRESSURE OF +50.01-55.0 PSF. J x -J r FOR THE VERTICAL MULLION: Q 1) INITIALLY ASSUMING THAT A 1• WIDE MULLION IS SUITABLE, THE MULLION LENGTH IS 32•+72'+1'=105' AND THE OPENING WIDTH IS 38'+3G+1' =73•. REFERENCING SHEET 22, MULLION COLUMN USING RECTANGULAR LOADING SHALL BE USED. SCAN THE MULLION TABLES FOR A MUON THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-W AND WILL ¢ Z o c EXAMPLE 2: MULTIPLE MULLIONS MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF +50.01.55.0 PSF. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE. N LU FROM TABLE 3A, SHEET 7, THE 1' X 2.76-X .376- MULLION (LENGTH -108•. OPENING WIDTH - 80') MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS +/-16A PSF Q. _ MULLWID7H--I r- AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. d U Q FROM TABLE 9A, SHEET 13, THE 2-X 4-X .260' MULLION (LENGTH = 1OW, OPENING WIDTH =807) HAS DESIGN PRESSURE OF+M4.7 PSF WHICH EXCEEDS THE REOUIREMENTS d Z U SEE FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS, SEE D 32 FENESTRATION SHEETS BECAUSE 1T IS NOW KNOWN THAT THE MULLION WILL ADD 2' TO THE WIDTH OF THE MULLED UNIT, THE ADJUSTED OPENING WIDTH IS 361+38'+2'=74, NOT 7W AS PREVIOUSLY - PRODUCT'8 Z3 ASSUMED. VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING. ALTERNATIVELY, THE WINDOW WIDTHS MAY BE REDUCED TO MAINTAIN I11F APPROVAL" THE 73' DIMENSION (35-W+35-1/2'+2-73' � 2) USE TABLE 9B TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE. IN THIS EXAMPLE, ASSUME THE POURED VER ICAL I J CONCRETE HEADER AND SILL ARE 8• WIDE. IF THE MULLION CLIP WgRE TO BE CENTERED WITHIN THE W, CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE. MULUON ` - - � " SEE —SEE USING THE STANDARD CLIP WITH (0) 3/16' ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2.112' GIVES AN ANCHOR CAPACITY OF 1050 LBS WHICH IS GREATER, AND LENGTH 0 I'DETAILS, DETAILE,ING THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS. SH OPENEET$2;3 SHEET 3 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 HORR, MULLION 7 � MULLION TYPE COULD BE CHOSEN. F IODUCT REVISED am complying wily the Florida 1) THE MULLION LENGTH IS 38' AND THE OPENING HEIGHT IS 32'+721+2' =108'. REFERENCING SHEET 22, THE COLUMN USING TRAPEZOIDALITRIANGULAR LOADING MAY BE USED. FROM TABLE 9A, SHEET 13, THE 2' X 4- X MULLION LENGTH - 42•. OPENING HEIGHT -120') HAS A DESIGN PRESSURE OF +/-170.0 PSF WHICH EXCEEDS THE I wilding Coda 2 / cce fence No J (. .260' (@ REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LBS. p OWD 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 0' j� Dada toduet Clo ro PJ/ Ll WIDE. IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8•, CARE MUST BETAKEN TO MAINTAIN THE FASTENERS EDGE DISTANCE. USING THE 2X5 ANGLE CLIPS WITH �1 M 1 11 (4) 3116' ULTRACON ANCHORS AT AN EDGE DISTANCE OF 1' GIVES AN ANCHOR CAPACITY OF 640 LBS WHICH IS GREATER, AND THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY OF 521 LBS. • • • • • •., /( �i \ ��.•''�ICEN3 Lc'••�c�,➢��� 38',HOP" 39•,H.� ORR LLENGTH MULLLENOTH t�OPENINGWIDTHFORVERTICALMULL 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 THEANCHORCAPACITYIS 1074 LBS WHEN USING 3 ANCHORS, WHICH IS GREATER, AND THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 521 LBS.THE N58705 ANCHOR TYPE IS A#12 STEEL SCREW. FROM THE ABOVE STEPS, OUR MULLION DESIGN PRESSURE IS: +/-84.7 PSF FROM THE VERTICAL MULLION; 'p DfS 13 +/-170.0 PSF FROM THE 36' HORIZONTAL MULLION ATTACHING TO CMU; W'z� % O STATE0 +/-170.0 PSF FROM THE 38' HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION (INTERSECTION). %�� •' THE LOWEST DESIGN PRESSURE IS +/-64.7 PSF AND WOULD APPLY TO ALL OF THE MULLIONS. •.F<OR1DA. •' ���� LS • • • • • • G� VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATION "SzoNAL 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.# 58705 EXAMPLES OF RECTANGULAR LOADING: 11,1010 DING OF VERTICAL MULLION LOADING OF VERTICAL MULLION )F WINDOWS NOT ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION I SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING VERTICAL MULLION I 1 I I I I PIA HINGED DOOR C� 1 /I I LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION I PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS EXAMPLES OF TRAPEZOIDALITRIANGULAR LOADING: r-- II EV/ 4, 11 , ELr1116v,*o,4jo LOADING OF VERTICAL MULLION j 10 LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION Q d �m Z Q rn 5i PW PW I- z o ••o N PW PW LOADING OF (2) HORIZONTAL MULLIONS LOADING OF VERTICAL MULLION j 10 LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION Q d �m Z Q rn 5i PW PW I- z o ••o N PW PW LOADING OF (2) HORIZONTAL MULLIONS D HINGED DOOR LOADING OF VERTICAL MULLION PW N C7 ii ❑ S ¢.� 0 Z O �O A- SHlDH z� 8 4/ LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION RODTiCI'IU3VISBD NOTES: 1) DRAWINGS ARE RERESENTATIONS OF TYPICAL S complying %vilb heFlo[ida eoc tan co 'o fl PW CONFGURATIONS. pill o CONFIGURATIONS NOT SHOWN MAY BE EXTRAPOLATED FROM — - 3Y - mlDcdglS0.Gktt14Irp THOSE SHOWN. i 2) IF THE LOADING TYPE CANNOT�� BE DETERMINED. USE •' tCENSF<<Qp PW RECTANGULAR LOADING. *'.• ^ N0.58705 3)SEE PR0DUCTS'APPR0VALFOR ACTUAL ANCHOR LOCATIONS. = �00�'. $TAT d0.��� ORI LOADING OF HORIZONTAL A. LYNN MILLER, P.E. MULLION FL P.E.# 58705 M AMF MIAMI—DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 S.W. 20h Strcet, 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) mgmMismidade.aov/tiers/ PGT Industries 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 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 11SH 700" Aluminum Single Hung Window - L.M.I. APPROVAL DOCUMENT: Drawing No. 404020, titled "Alum. Single Hung Window, Impact", sheets 1 through 11 of 11, dated 09/0112005, with revision "D" dated 10/07/2011, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P. E., bearing the Miami-Dadc County Product Control 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: Miami -Dade County Product Control Approved Shutters Or Protection Devises shall be required for GIazing Option "M" at installations above 30 Ft. above ground (See sheet 1 of 11). 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 filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or %process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade 'County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official, This NOA revises NOA No. 11-0405.10 and consists of this page 1, 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. NOA No.11-1013.14 Expiration Date: March 26, 2016 Approval Date: November 03, 2011 Page 1 I—Z Ii0Z `£0 aagmmotj :olu(llueoaddd 9I0Z `9Z gaauIAI :a;uQ uoi;ujidxa VI'£IOT—I I ON VON .roslnaadnS uotlaaS lculuoa pnpoad •� •d oasuO •Q aui Bp . (IO'SIOI-SO •oAt VOM sHorAard aapun pain. wgnS) •g •d tpudsaulmrl opunutpg ,(q paluas pug pouBis gloq `Soli I/80 pug SO/OI Mvp `£ZLti- jA puu 6ti9tr-'LI.d s,•olq slxodaN I1901, `•ouI `faolgaoqurl 3unsay uoilggsouoq Aq pondaad `oumaj ug glim Imopu!m 2funq opus umuiumlu uu jo m9glp uoilullalsut pug sgulmnap dn-pa)lauut tlltnn Suolu t,6--£OZ SV.L `Dg3 aad gugmoZ amssaad puYM oiloAD (Z V6-10Z SV L 'Ogg aad lso jL poudutl alissiW agxn (l:uo spaodaa isay •b (90'ZZ£0• Zo*oM VON mogaaid.tapan palllwgnS) •g 'd tpudsouBmI opunutpg Aq paluas pug pougis 150/I i/80 pmuP `Sb9"J3 'ox laodow Iml `•oul 'AiolgaoggZ gutlsaZ uoilmsmog Aq pawdaad °auzuaJ utU glih+ `nnopuiM dung alSuis utnututnlu uu �o utga`3gip uollullulsui pug s2ulmrap do-po lmm Minn'Buop ti6-£OZ SV.L 'Ogg jod 8uipuoq amssaad putM atloAD (Z t,6 IOZ SH.L `Dg3 aad Isar loudutl ollssioSwj (l:uo spaodoa pso L •£ (90•ZZ£0-LO'ojVyojV snotna rd .spurt patp. wgns) •g •d tpudsm2lorl opunutpg Aq paluas pug pauBis uloq 190/1Z/II pula£0/OI POMP 1:905-Z, A Pug SS6V-lJA s,•orl slaodag IsaZ I•oul °AjoluaoggZ SupmjL uoiimmua3 Aq paaudaad `oureal ug gplm Imopum ilunq olguis utnuitunlu uu jo ureaduip uoilgllglsui puu sgulmvlp do po3ix t ql!m guole M-£OZ SdJ `Og3 aad 2uipuorl aanssaad puA ailoAD (£ tr6--IOZ Sd.L `agd aad lso.L Ioudutl ollssiN a!gagZ (Z V6-ZOZ SH.L Ogg aad Sulpuoj `lsaL amssaad aid ounlS uuojiun (I:uo spodaa lsol •Z (90'ZZFO-ZOWN 6'OA( snotaatd.rapun paolufgnS) 'g 'd `upudsougAn opunuipg Aq paluas puu pouSis `90/£O/OI P2IUP `LS61r-'I,Lj►I 'oN laodall Isay `•oul `A.toluaoqu7 5M. Sas uoilualsauad Aq poaudaad `a=4 ug gpinn °nnopuM Sunq alSuis utnuiutnlg uuo urea$uip uoipullglsui pug s2utnnuap dn-pailaBux tlptnnuo� t,6--ZOZ SVL `i'Z'£ I ItZ Dg3 aad `lsoL dapug paoao3 {9 t,6-£OZ Sd.L `og3 aad 8uipgoj amssaad puiAk oiloAD (S V6--10Z Sd.L `Dg3 aad psol loudutl olissln oSnq (tr tr6--ZOZ SV L `Dgd aad `lsaZ aouBlsisag aall3M (£ V6-ZOZ SH.L agg aad guipuoZ `lso L oanssaad ald op4S uuojtun (Z t,6-ZOZ SH,L `Dg3 aad `Isar uoiluallgui xis' (I:uo slaodaa Isay .T SJS51J •g •g 'd `aalltyq uuArl AuogluV Aq paluas pug pouVis `aaanloupugut Aq paaudaad `1 i0Z/LO/OI pmgp «Q,uopwl gllnn `90OZ/10/60 Mup `I I jo I I ggno4 I shags `joudutl'nnopuA SunH of 9ulS 'HIV,, Palm 'or-ovotb aN Suwaju •Z •suotloos pug ssulm-mp aT s,aamp puVw •Z SONIAAVIQ 'V Q5[ZJ ILIISIIS 5[DNHQIAS :A3MVsd5DJV AO 513I10 saWsnpul JOd PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 3) Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Small Missile Impact Test per FBC, TAS 201-94 5) 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 an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-4947 and FTL-4650, dated 08/11/05, both signed and sealed by Edmwido Largaespada, P. E. (Submitted underprevious NOA No. 05-1018, 01) 4) Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202,-94 2) Large Missile hnpact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 94 along with marked -tip drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL -4948 and FTL-4646, dated 08110105, both signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No. 05 1018.01) C. CALCULATIONS f 1. Anchor verification calculations and structural analysis, complying with FBC-2007, dated 01/11/2011, prepared, signed and scaled by Robert L. Clark, P. E. Complies with ASTM E1300-04 (Submitted under previous NOA Noll-0128.03) D. QUALITY ASSURANCE I. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 09/08/11, expiring on 12/11/16. 2. Notice of Acceptance No. 11-0325.05 issued to Solutia Inc. for their "Saflex and Vaneeva clear and color interlayers" dated 05/05/2011, expiring on 05/21/2016. Jaime D. Gasco �, P. E. Product Control Section Supervisor NOA No. 11-1013.14 Expiration Date: March 26, 2016 Approval Date: November 03, 2011 E-2 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance and compliances with the FBC-2007 and FBC 2010, dated October 07, 2011, signed and sealed by Anthony Lynn Miller, P. E. 2. Statement letter of no financial interest and independency, dated October 07, 2011, signed and sealed by Anthony Lynn Miller, P. E. 3. Laboratory compliance letter for Test Reports No.'s FTL 495'7, FTL-4958, FTL-5063, FTL-4645, FTL-4649, FI'Lr-4723, FTL-4947, FTL-4650, FTL-4948 and FTL-4646, issued by Fenestration Testing Laboratory, dated 10/03/06 through 08/10/05, all signed and sealed by Edmirndo Largaespada, P, E. (Submitted under previous NOA No. 07-0322.06 and 05-1018. 01) G. OTHERS 1. Notice of Acceptance No. 114405.10, issued to PGT Industries for their Series "SH-700 Aluminum Single Hung Window — L.M.I.", approved on 04/21/2011 and expiring on 03/23/2016. 9 Q- �- Jaime D. Gasc a, P. E. Product Control Section Supervisor NOA No.11-1013.14 Expiration Date: March 26, 2016 Approval Date: November 03, 2011 E-3 ® GENERAL NOTES: IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2) A. 5/16" LAMI CONSISTING OF (2) LITES OF 118" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. B. 6116" LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. C. 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. D. 7/16" LAMI CONSISTING OF (2) LITES OF 311W ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. E. 716" LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3116" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB. F. 7/16" LAMI CONSISTING OF (2) LITES OF 3116" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. G.13/16" LAMI IG: (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 6/16" LAMI CONSISTING OF (2) LITES OF '1/8" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. NOA DRAWING MAP 0 H.13/16" LAMI IG: (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 516" LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE SHEET OF 1/8" HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. GENERAL NOTES.............1 1.13/16" LAMI IG: (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 5118" LAMI CONSISTING OF (2) LITES OF 118" HEAT STRENGTHENED GLASS GLAZING DETAILS ............ 2 WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. DESIGN PRESSURES ....... 3 J.13118 LAMI IG: (1) LITE OF 1/8' TEMPERED GLASS, AN AIR SPACE AND 711611 LAMI CONSISTING OF (2) LITES OF 311 V ANNEALED GLASS WITH A ELEVATIONS ..................... 4 .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. VERT. SECTIONS ............. 5 K.13/16" LAMI IG: (1) LITE OF 11W TEMPERED GLASS, AN AIR SPACE AND 716" LAMI CONSISTING OF (1) LITE OF 3/18" ANNEALED GLASS AND (1) LITE HORIZ. SECTIONS ........... 5 OF 3116" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB. PARTS LIST ...................„.. 6 L. 13/16"LAMI IG: (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS EXTRUSIONS .................. 7 WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. CORNER DETAIL .............. 7 AM, 13/18" LAMI IG: (1) LITE OF 1/6" ANNEALED GLASS, AN AIR SPACE AND 5/16" LAMI CONSISTING OF (2) LITES OF 1/6" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR ANCHORAGE..., .... 8-11 SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. """""" 2. CONFIGURATIONS: "OX" (1/1, VIEW AND RADIUS TOP, ALL W/ LOW OR HIGH SILL OPTION) ®3. DESIGN PRESSURES: (SEE TABLES, SHEETS 3) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300.02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300.02. 4. ANCHORAGE: THE 331/3`96 STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. 5. SHUTTERS ARE NOT REQUIRED. 8. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. ®7. REFERENCES: TEST REPORTS FTL4645, FTL-4646, FTL4647, FTL-4648, FTL4649, FTL-4650, FTL-4651, FTL4723, FTL4957, FTL-4958 AND FTL-5063. ANSI/AF&PA NDS-2001 FOR WOOD CONSTRUCTION ADM-2000 ALUMINUM DESIGN MANUAL PRODUCTRIIVISED w complying with the Tlmida 8. SERIES/MODEL DESIGNATION SH700, ALSO REFERRED TO AS SH701. BuOdingCn `� de- % do a i 6 a 9. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY ® HURRICANE ZONE (HVHZ). RY Minmi ludo product Comro i11111I � �O�•\GgT1SB.* �i GENERAL NOTES Nown of r Z JJ 10/07/11 �D 2010FOOUPDATE �.0 S1P1E �o. 1070TECHNOLOOYDRNE i, 0, •.,. FLOR,• J.R. 04/01/11 C CHANOEDCAP OLAS9TYPE TO7EMPEREDFROM HB NOKOMI8,FL34276 E93A7..ADDNOTE 0.AD GIASS TYPEM ALUM. SINGLE HUNG WINDOW, IMPACT ''��FSSIONP�, FJC 11/13/06 B TONOTE LAZ P.O. Bgxteze s .e ear ,e p„Qrk, �s A. LY'r NK41lL6'i�, A.E. or.AK roar. Weer: NOKOMIS,FL84274 V/stblyBatter BHj� N%S 'l • 11 40040-20 D FL P.E.#68705 F� elves J.J. 2/19/Dr 41 37 10,81 or 83 70 16,87,88 or 9S 7irraw 1/2" NOM. GLASS SITE -f-�f1/8" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 5/16" NOM. 5/16 LAMINATED GLASS 1/2" NOM. GLASS BITE 4$ 38 =89190or 70 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 090 SOLUTIA OR DUPONT PVB INTERLAYERt 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 5/16" LAMINATED AIR SPACE 1/8" ANNEALED OR TEMPERED GLASS Q 13/16' NOM. 13116" LAMI IG GLASS W/ 5116" LAMI /GED CAP GLASS TYPE TO TEMPERED FROM HS NOKOMG, FL 84275 IrEM92 TO&16LNNlI.G.GLABs (AAN 6LAMIIGNOTE NOKOMI3, FL 0=19!X2=3 94274 W7 DM. BITE ® NOTE. LAMI IG OUTBOARD LITES MAY BE UPGRADED TO 3/16" WITH NO CHANGE' IN DESIGN PRESSURE, EXTERIOR INTERIOR `� (ALL SECTIONS) 3/18" ANNEALED OR HEAT STRENGTHENED GLASS --V:�090 SOLUTIA OR DUPONT PVB INTERLAYER 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 7/16" LAMINATED 7116" LAMINATED GLASS 1/2" NOM. GLASS BITE a 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 7/18" LAMINATED AIR SPACE 1/8" TEMPERED GLASS 13116" NOM. 13/16" LAMI IG GLASS W/ 7/16" LAMI DETAILS ALUM. SINGLE HUNG WINDOW IMPACT Utsibly Becar HS MO Full 2 "r 11 r*"Nnxa 4040 20 PRODUCE RBVISED ae complying with tha Florida Balding Codo .. , , o' �� vyNN .... * '• Iyo.557p5 o to tI u StptEOP ,FSsroNA� ;,.�, A. Llt<tGN MILLpk, P.E. FL P.E.# 58705 III FLANGE OR INTEGRAL FIN WINDOWS W1 HIGH SILL OPTION BASED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS WINDOW HEIGHT WIDTH GLASS TYPE 83" 88" 88" 70" 72" T4" TABLE 1. 78" 48" A,B,M +60.0 -80.0 +60.0 -80.0 +80.0 -80.0 +80.0 .00.0 +00.0 -00.0 +80.0 -80.0 +60.0 -80.0 so.. +60.0 -80.0 +8D.0 -80.6 +80.0 -80.0 +80.0 .80.0 +00.0 -00.0 +80.0 -80.0 +79.0 70.0 62" A,M +80.0 80.0 +80.0 -80.0 +60.0 -80.0 +80.0 -80.0 +78.0 -78.8 +77.3 -77.3 +76.0 .75.9 631/0" A,B,M +80.0 -00.0 +8D.0 .80.0 +79.6 -70.6 +782 .78.2 +76.9 .76.0 +76.4 .76.4 +14.0 .74.0 To 63118 C,DE,F,G,H,IJK,L , +80.0 -80.0 +80.0 -80.0 +80.0 -60.0 +80.0 .80.0 +80.0 -80.0 t80.080.0 +80.0 •80.0UP STANDARD VIEW & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS Wl HIGH SILL OPTION® BASED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS WINDOW HEIGHT WIDTH GLASS TYPE 38 318" 44" 50 6/8" 83" T2" 74" TABLE 2. T6" 48" A,B,M +80.0 -80.0 +80.0 -60.0 +00.0 -60.0 +00.0 .80.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0. $0" A,B.Mfi +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +79.9 79.9 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 82" A,B,M +40.0 -60.0 +80.0 -00.0 +80.0 -80.0 +76.9 -78.9 +70.0 -70.0 +88.8 -68.8 +67.0 •67.6 631110 A. ,M +80.0 .80.0 +80.0 -80.0 +80.0 -80.0 +70.0 .75.0 +68.0 48.0 +68.7 -w.7 t65.5 •65.5 UPT0631/8" C,D,E,F,G,H,I,J,K,L +80.0 -80.0 I +80.0 -80.0 +80.0 -80.0 +80.0 I -80.0 +70.0 -70.0 1775.5 -70.0 1 +70.0 -70.0 CUSTOM VIEW S RADIUS TOP FLANGE OR INTEGRAL KIN WINDOWS WI HIGH SILL OPTION & TABLE 3. BASED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS WINDOW HEIGHT MINUS SASH HEIGHT (MAX. WINDOW HT. W/ BASH • TV FLANGED AND 75" INTEGRAL FIN) WIDTH GLASS TYPE 1 171r8" 2211118" 1 28 3118" 1 33 314" 1 39 Q118" 4413116" 1 60 318" 6616/1V, 531/8" 1 O,E,F,J,K,L 1 +80.0 1 -80.0 +80.0 1 -00.0 1 +80.0 1 -60.0 1 +00.0 1 -80.0 1 +70.0 -70.0 1 +70.0 -70.0 1 +70.0 40.0 1 +70.0 -70.0 GLASS TYPES! TEST REPORTS TABLE 4. A. 6/18" LAMI - (1l8 A,.080,1/8"A) FTL-4847, 4048, 4723, 4957 S. 6/16" LAMI - (10A,.090,1/8'91Sj FTL-4647, 4846 C. 6/18" LAMI - (1/8"HS,-09D,1/8"HS) FTL4847, 4648 0. 7116" LAMI - (3/18"A,.090, 3/16"A) F7L-4645, 4685 E. 7/18" LAMI - (3116"A,.090, 31%'HS) FTL-4846 F. 7/16" LAMI - (3AWHS,.090, 3116"HS) FTL4646 0. 13/16" LAMI IG -1/8" T, AIR SPACE, 5/16". LAMI - (118"A,.090,1/8"A) FTLAM6, 4723 H. 13/16" LAMI IG -1/8" T, AIR SPACE, 611W LAMI - (1/8"A,.090,118"HS) FTL-4648 I. 13/18" LAMI 10 -1/8" T, AIRSPACE, 6116" LAM[ - (1/8"HS,.080,1/6"HS) FTL-4848 J. 13/16" LAMI IG -118" T, AIR SPACE, 7/16" LAMI - (3116"A,.090, 3/18"A) F . 4649, 4850 K. 13/16" LAMI 10 - 1/8" T. AIR SPACE, 7/16" LAMI - (3/*'A,.090, 3/16"HS) FTL-4649, 4650. 4958 L. 13/16" LAMI 10.118" T, AIR SPACE, 7/18" LAMI - (3/i6"HS,.090, 3/18"HS) FTL-0848, 4650 M.1311W LAMI 10 . VITA, AIR SPACE, 6/18" LAMI - (10A,.090, 1l8"A)A FTL-5063 "0. MEETING RAIL HT. X. SH HT. MEETING RAIL "X" S SH NOTES: 1. WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A POSITIVE DESIGN PRESSURE OF +64.0 PSF OR LOWER AS SHOWN IN THE TABLES. NEGATIVE DESIGN PRESSURES ARE UNEFFECTED. 2. FOR INTEGRAL FIN WINDOW DESIGN PRESSURES USE THE ABOVE TABLES BY DEDUCTING 1" FROM THE FLANGED TIP -TO -TIP FRAME DIMENSIONS. 3. AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 12 6/8" MINIMUM TO 38" MAXIMUM. A NOKOMI3, F1 P.O.BQX1tf2Y3' I -------. _..____..._.. �.....��.. .......� 4274 Vtrlbly 9aaar srnoo NT S 8 1 i 4040-20 SASH 4 H ST o"mltlyiteg with the l:lodda ,itdint; Cadc 1 l ►l71 .R * ; No. 58705 O Io q �� 'i STA• � ., FLORIDP.•�0 � � A. LYIfllJ%41116, P.E. FL P.E.# 58705 F SEE DLO TABLE SEE DLO TABLE (MAX.) SEE 49 5/8" MAX. FIXED DLO (ALL) 0 X 481/4" MAX. VENT DLO (ALL) 0 j B -531/8" MAX. FLANGED WIDTH® - 521/8" MAX. I.F. WIDTH D-+I f 75" MAX. T I.F. D --J HEI HT SEE D' ® TABL 76" MAX. FLANGED 38 /18" HEIGHT MAX SASH SEE DI 75" MAX. I.F. 1 HEI HT I ®MAX. 0 j X j 75' MAX. A . I.F. HEI HT MAX. DETAIL B VIEW (STANDARD SASH) SEE DLO / TABLE O / E--j I 75" MAX. I I.F. E HEI HT SEE DLO TABLE X j I SASH SEE DLO TABLE X j SASH I I il HEIGHT _ HEIGHT B DETAIL D DETAIL E VIEW (CUSTOM SASH) RADIUS TOP (CUSTOM SASH) NOTES: 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. 2. SEE SHEET 7 FOR CORNER DETAIL VIEWS. 3. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE INFORMATION. 4. SASH HEIGHTS FOR STANDARD SASH WINDOWS (DETAILS B 1£ C) ARE BASED ON A THREE OVER TWO FORMAT. CHANGES THIS SHEET I DLO C+j IE O j ;EE DLO TABLE x j i DETAIL C TOP (STAND VERTICAL DAYLIGHT OPENING DETAIL FIXED LITE LOW SILL I HIGH SILL A 341/2" 1 34 3/18" B 41 6/8" 41 1/4" C 41 1/4" 40 7/8" D 52 5/8" 5211 /16" E 521/4" 52 5/16" SASH DETAIL LOW SILL HIGH SILL A 34 1 /2' 34 3/16" B 27 7/16" 271/8" C 27 7/16" 271/8" D 16 3/8" 15 3/4" E 1 1631W 15314" TABLE 5. IL'� ALUM. SINGLE HUNG WINDOW IMPACT P.O. [d,Fox 8 BOW. wwt OgNbVlin RM NouoMLsoz» . Visibly Bever Syroo A►TS 4 d 11 4040-20 D 75" MA I.F. —%01111111, * Nc.58T05 4I 3r 11 ' ��7�E ovOF iOit� �''•. FCOR��.• �U' �� /ONA , 0 A. LYwwI1I11K P.E. FL P.E.# 58706 �J MAX. FIXED LITE DAYLIGHT OPENING 21 OUTSIDE VENT DAYLIGHT INSIDE '$ I 7,SOR17 25 v (LOW SILL) SEE NOTE ABOVE nULTRALIFf 12 ONLY BILL SHOWN) CHANGES THIS SHEET CONSOLIDATE 31 NOTE: MIN. (1) SWEEP LATCH AT VENT CENTERLINE OR 2B C27 OPTIONAL BOTTOM LOCKS, (1)8° FROM EACH SIDE OF SASH. INSIDE MAX. VENT DAYLIGHT OPENING I I I IC 1 ROIL • , NOTE: BALANCE PARTS USED ® BASED ON SASH WEIGHT 9,10,11,15,16 25 C OUTSIDE MAX. FIXED LITE DAYLIGHT OPENING r� MAX. WIDTH SECTION A -A INTEGRAL FIN (I.F.) FRAME SECTIONS® INSIDE 47 T SIFL *r7,—,. IGH a I HIGH SILL \�:J u LOW SILL HEAD ®I.F. FRAME OUTSIDE u 12 ONLY L SECTION C-C ALTERNATE HIGH SILL RADIUS TOP (HEAD DETAIL - FLANGED VE 0 TECHNOLOGY , FIL S DRIVE SECTIONS NOgFLao A P.O... aqx Gaza ALUM. SINGLE HUNG WINDOW, IMPACT NoxoMls, FL saaTa Utsrbly Becrer VN4.0oft iiag Half 5 a 11 N& 4040-20 �D 0 .ODUCTREVISED complying �rirh 1Be Hlodda iildrn6 Cola •_ , • , Illlll N� LYNN •\'ENse Qom; • �' �r • 140. 587705 i S TB 0 TA //;,;SSIONP&! A. LYW'MILI Ill Itk,1P.E. FL P.E.# 58705 ITEM DWG•# . DESCRIPTION PGT# 1 4002A FLANGE FRAME HEAD 012225 2 1156 #8 X 1.000 QUAD PN. SMS 701 POA 3 4003C FLANGE FRAME SILL (LOW SILL) 812226 5 1696 . ADHESIVE EN CELL FOAM PAD 7PAD1626 6 40 FLANGE J 812227 7 4025 SASH STOP 612244 8 4026 SASH STOP (EG981t)1.128 LONG 812244 0 4029 SPIRAL BALANCE, 318", 618", OR 11/16" 10 1080 TZiWR COVER, 3/8" OR 618" 6BALCVR916 11 #8 X.750 PH..PN. SMS 7634M 12 BALANCE BOTTOM BRACKET 70AL BKT 13 1085/1 OR SASH TOP GUIDE 42504 16 #8 X 1 PHILLIPS FLAT HEAD S. STL 78X1 FPAX 18 1080-1 BALANCE COVER,11f16" GBALCVRO70 17 4063 SASH STOP COVER 64053 18 4029-1 SASH BRACKET 7ULBRKT 19 48.32 X 1/2" LG. PH. FH. TYPE F S. STL 7832X12FPFX 21 4054C I*-0-NEETING RAIL e4054C 23 40086 MA TOP R/UL 64006 26 1236 WSTP.,.1 0 X ,270 BACK, FIN SEAL 87S16t3 28 1098 SWEEP LATCH 71098 27 1016 08 X.6 6 PH. FL. SMS 7858 28 4007 SASH BUM PAL (LOW OLL) 612930 30 1226 %Wk. OULD VINYL 61P249 31 4000 SASH SIDE RAIL 0231 34- 1268 SASH FACE GUIDE 4 501 36 1622 . SEMN13 BLOCK 3/32" X26/84" X 1" 71092K .36 1062 LAW IG SETTING BLOCK 1"X 3/4" X 1116" 71062K 37 1224 VINYL W. 89AD BULB IC 8 P247 ,K $8 1726 VINYL G . DEAD BULB (THIN) 6TP 46K 41 40390 GLAZING DFAID, 6116 LAM. GLASS. 640398 42 4 44B GLAZING BEAD. 6/16 LAMW/GRILL KIT 844703 44 4222A GLAMN5506,711FLAMI 84222 45 985C GLAZING BEAD, 7/16" LAMI WiGRILL KIT Goes 46 4007 GLAZING BF-AD,13/18" LAM I.G. 04087 47 4071A FRAME, I.P. HEAD e4071 48 4072A FRAME, I.. LO SILL 64072 49 4073A FRAME, I.F. HIGH SILL 64073 60 40748 FRAME, I.F. JAMB 84074 62 4009 SILL LATCH (EGRESS) (LOW SILL) 704009 63 1088 SPRING, SILL LATCH (EGRESS) 7SPRNG 4 2746 SILL LATCH (EGRESS) IG ILL) 62740 55 1014 SCREEN FRAME (HOR. & VER.) e1014 66 1630 SCREEN CORNER KEY WIRINGS 71630 67 1631 SCREEN CORNER. KEY W/OUT RINGS 71631 6 107$ SCREEN SPRING 7CASP 50 1624 SCREEN SPLINE - .136 DIA FOAM 01024K 8HEET H8 P.O. BQX 1ti4B NOKOMIB, Fi 84274 ITEM DWG.# — DE,SCIIIPTION PGT# 60 1635 SCREEN SPLINE- .136 DIA HARD 61636K el SCREEN CLOTH 61616 63 605 GLAZING.CHANNEL (.868X.500) 6633402 64 1181 #8 X 1.000 PH. BUGLE T'EK 706XII 67 GLAZING T ,.1/16 X 1 - 7116 LAMI 62 610 68 4051A ISASH BOTTOM RAIL (HIGH SILL) 1 04061 69 4050A IFLANGE FRAME SILL (HIGH SILL) 1 64060 70 SILICONE, DOW 600, 095 OR EQUIV. 80 A GLASS, 6116" LAMI, (118"A,.090 PV0,118" 81 B. GLASS, 5116" LAN, 1/8"A.090 PV0,118"HS) 82 C. GLASS, 6M6" LAMI, 1f8"HS,.090 P%,1/8"HS 83 D. GLASS, 7/16" LAMI, OVA.090 PVB,I/B" 84 IF. GLASS, 7/16" LAN, (1/8"A.090 PV8,1/8"HS) 86 IF. GLASS, W16" LAMI, (1/8"HS,.090 PVS,1/8"HS) 86 10. GLASS, I3M6" LAMI 10;1/8" f,AIR SPACE, 6M8" LAMS, (1/8"A,.090 PVB,1/B'A) 87 H. GLASS,13/1V' LAAM lb: 1/8'T AI $PACE, 5/1 " LAM, 018"A,.090 PV0,1/B"HS 86 1. GLASS, 13/16"LAM IG; 1/8'T, AIRSPACE. 5M 6" LAM, 1/8"HS,.090 PVB,118'1.1$) 89 J. GLASS,13/18" LAMI 10;1 -T. AIR SPACE, Mir LAM, (3116"A,.090 PVB, /16"A) 90 K. GLAS8,13/18" LANK 0;1/B"i,AI $PACE, 7/18" LANII, (3/18"A,.090 P11B,3/18"HS) 91 L. GLASS,13/16" LAMI 10;1/8" i, AIRSPACE, 7/18" LAM,, (3/16"HS,.000 pVB,3M6"NS —92-M. GLASS,131 " R ,(l 0 ,11' 2,784 ij so .082 47 FRAME I.F. HEAD ® #4071A, 6063-T6 ® 48 FRAME, I.F. LOW SILL #4072A, 6063-T6 NOM (NESS 11 FRAME, I.F. JAMB ® 4!3 FRAME, I.F. HIGH SILL. ®50 #40748,6063-T6 #4073A, 80133-T8 (USED AS RADIUS TOP HEAD) Beazer J aH700 I NTS I^ 8 n 11 I ��W 4040,20 PRODUC`7REVISED as complyiuS with the Florida Building Cade Acceptance No l l — 10_ I, XGENse 1p5 — * c10 5�t W Pot Luz: Isof . A. LAN MIULIP-k RE. FL P,E.# 58706 I---2.784--1 1.363 1 .062 O FLANGE FRAME HEAD #4002A, 6063-TB i-2.784—� 2330 1 1.749 O FLANGE FRAME SILL (LOW) #4003C, 6063-T6 2.710 1 �-1.513+� 738 .062 .062 .490 .040 �--1.451 � O SASH STOP O SASH STOP COVER O FLANGE FRAME JAMB 7 44025, 8063-TS 17 #4063, 6063 T5 #4004, 6063-T5 (USED AS RADIUS TOP HEAD) •-� 1.342 .082 0•155 f+---2.279---� Lj 1.707 .062 1 21 FIXED MEETING RAIL 23 SASH TOP RAIL 28 SASH BOTTOM RAIL(LOW)#4054A, 6063HD-T6 #4006C, 6063HS-T8 #4007, 6063-T5 .050 I .678 1.096- T 44 GLAZING BEAD 7/16" #4222, 6063-TS 3.446 I�-2.784—{ 69 FLANGE FRAME SILL (HIGH) #4050A, 6063-T6 NO RtItj 2.838 68 SASH BOTTOM RAIL (HIGH) #4061A,6083-T5 NOKOMIS, FL 34275 P.O. SQX 7628 NOKOMIS, FL 34274 I.F. FRAME Ki 47 2 II SEALANT OR GASKET AT HEAD AND SILL SEALANT ALONG ENTIRE JOINT I.F. FRAMEQ II 6or50 WELD ED :60H ALONG SCREW BOSS (2) VIEW D-D VIEW E-E (1!1 & VIEW HEAD & SILL, RADIUS TOP SILL) (RADIUS TOP HEAD ONLY) FRAME CORNER CONSTRUCTION — — — — 05o j -►f 1.165 �— .678 1.096 —{ + —►{ 7 -- 7' .062 349 S GLAZING BEAD, 6/16" #403913, 6063•T5 .050 1.096 42 GLAZING BEAD, 5/16" #4044B,6063 T5 (USED W/ GRILL KIT) .0�.878 1.116 .iF 46 45 GLAZING BEAD,, 7/16" #865C,6063-T6 (USED W! GRILL KIT) 9 .883 650 . —f y r�1.097 4087,6063-T6 ALUM. SINGLE HUNG WINDOW. IMPACT Ytsibly Berrer I SH700 I Hall I 7 - 11 I " 4040-20 PRODUC7':RBVISB13 na complying with the Florida 9uildlttn Code XIMM, * : No, 58705 F 10P•'• C9 . �•�' LOR SIONA\-! � A. LYNIVIUILL�F�, P.E. FL P.E.# 58705 ANCHOR QUANTITIES SUBSTRATE: FOR III FLANGED WINDOWS TABLE 5. WINDOW HEIGHT 28.603 34.603 40.603 46.603 52.603 58.603 64,603 76.000 ANCHOR TYPE: "ONZrZco11 �i U O U ON 0 z O U zcn� 0c ONO�ONONO�OCVONO�Oc.P U Z U ZM0 U Z U 0 ZMQ U U Z U U Ztn�NZPZcn0NZ�Zch0Cj U c� O U t� Oc�i U U U ON V z Q v v O U WINDOW WIDTH GLASS TYPE 19.125 C,D,E,F,G, H,I,J,K,L 121 11 1 1211122212222222222222222222222I22r222232233 _1 1 1 _1 1 A,B,M _1--1 1 2 1 1 -1_ 1 1 -1 1 2 1_-1 1 1 1 2 1 2 2 1 1 2 1_ 2 2 1 -2'-[-2 -1- 2 2 1- 2 2 1 2 2 -11- 2 2 2l2 2 2 2 2 2 2 2 2 1 2 2 -1--1^ 2 2 2 3 1` 2 2 1- 3 3 24.000 C,D,E,F,G, H,I,J,K,L 1 121 1 11 1 21 _1_ 21212221222222.222222222232222232223332233 _1 1_ 1 1 1 1 _1 _1 1_ 1 1 1_ _1 _1 _1 1 1 _1 _1___1 A,B,M 1 - 1 2 1 - .._ 1 1 1 1 2 1 - _.. 1 2 1 _ 1 2 1 - 1 2 1 2 2 1 - 1 2 1 21212 1 2 1 _.._.._...- 2 2 1 2 2 1 2 2 1 - 2 2 1 - .._ 2 2 1 .....__ 2 3 1 2 2 1 2 2 1 - 2 3 1 2 2 1 - - 2 3 1 - - 3 3 1 - - 2 2 1 - - 3 3 C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1_ 1_ 1 1 2 1_ _1_ 2 1 1_ 2 1 1 H,I,J,K,L 121 222231222231223232223232223332233343233343344 _1_ _1 32.000 A,B,M 1 1 1 1 1 1 1 1 1 1 1 1 1- 1 1 1 1 1 _1 1 2 1 2 2 2 2 3 1 2 2 2 2 3 1 2 2 3 2 3 2 2 2 3 2 3 2 2 2 3 3 3 2 2 3 3 3 4 3 2 3 3 3 4 3 3 4 4 C,D,E,F,G, 1 1 1 1 1 1 2 1 2 1 2 1 2 2 2 2 1 2 2 1 2 37.000 H,I,J,K,L 2 2 1 2 2 2L2-3 1 2 2 3 2 3 2 2 _1_ 2 3 2 3 2 2 _2 2 3 2 3 2 3 2 3 3 4 _1 2 3 3 3 3 4 3 3 3 4 3 5 3 3 4 4 1 1 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 AB,M 2 2 1 2 2 2 1 2 2 3 2 3 2 2 2 3 2 3 2 2 2 3 2 3 2 3 2 3 3 4 2 3 3 3 3 4 3 3 3 4 3 6 3 3 4 4 PSF 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 212 2 _2 2 40.000 H,I,J,K,L 22122223222323222323232324233334233435453344 _2 _2_ _2 _2 _2 AB,M 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 21 2 2 2 2 3 2 2 2 3 2 3 -2 2 2 2 3 2 3 2 3 2 3 _2 2 4 2 3 3 3 3 4 2 3 3 4 -2 3 5 4 5 3 j�2 4 PSF 79 C,D,E,F,G, H,I,J,K,L 2 2 2 2 2 2j2 2 2 2 2 2 2 -- 2 2 2 ---- 2 2 - _..----•- 2 2 2 - --------44.000 2 2 2 22222223222232233242333342333342334353334453445 - -_..._.._ A,B,M 2 2 2 2- 2 2 2 2 2 2 2_I&ML3 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 3 2 3 2 2 3 3 2 4 _2 2 3 3 3 3 5 3 3 3 4 4 5 3 4 4 5 PSF 79 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 2 2 48.000 H,I,J,K,L 2222222334233334233434233435333435483455 _2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 J34 A,B,M 2 2 2 2 2 2 2 33 42 33 33 42 -2 33 43 4 2 3 3 4 3 5 3 3 3 4 3 5 4 8 3 4 5 5 PSF 72 79 J3'2- C,D,E,F,G, 2 2_ 2 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 3 3 2 3 53.125 H,I,J,K,L 22222223342334342334343334353344483445463456 2 2- 2 2 2 2 2 2 2_ 3 2 2 3 2 2 3 2 3 22 22 2 2 3 3 4 y2 2 3 3 4 3 4 2 3 3 4 3 4 3 3 3 4 3 5 -2 3 3 _2 4 4 ^3 4 5 3 3 4 5 4 6 3 4 4 5 THIS SHEET M ANCHORAGE SPACING 1/1 1a701ECHNOL06Y DRIVE tsr � THISSHEET NOKOMIS, FL34276 i�:ai �a ryygg/ pp ��y��rr%g ALUM, SINGLE HUNG WINL WHERSANL� QTYI3 RftTRICTEDBYSIM P.O. eqx t52e eat..nradac NOKOMIS,FL34274 VidblyBetter sM00 NTS 8 n if ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 -1/4" ELCO TAPCONS 2 -1/4" ELCO S54 CRETE-FLEX Q 3 - #12 SCREWS 22.. (ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIING DIMENSIONS. HEAD-181/2" MAX. FROM TOP CORNERS JAMBS -17 1/2" MAX. FROM TOP CORNERS 15" MAX. FROM BOTTOM CORNERS W MAX. BELOW MTG. RAIL ® SILL -ANCHORS NOT REQUIRED 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2. 4. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1" LESS. e 5. DESIGN PRESSURE LIMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE WITH A BCLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. TABLE KEY: MAX. PSF (DP LIMITED) 118 HEAD 2 PRODUCTREVISED s complying with Ilia Florida JAMB ABOVE 2 3 MTG. RAIL 13oilding Coda cceptanceNo Exo vat JAMB BELOW j faro! adoProdttccContro MTG. RAIL (FULL DP) ON M/IIFgi���� HEAD 2 JAMB ABOVE 2 3 \ �Zo .• .. .NsB * .� MTG. RAIL _ 'g7p5 JAMB BELOW = �c N° MTG. RAIL � 4I w •• .p OF VINDOWS g'tpSE �p FLORIPP' C1�` IW, IMPACT A. LYUI/I I!1I1kR, P.E. ov� 4040-20 rD FL P.E.# 68705 ANCHOR QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS TABLE 6. WINDOW HEIGHT SUBSTRATE-.-----,29.655 37.155 44.655 52,165 59,655 67.166 74.655 76.000 ANCHOR TYPE.❑ U V ❑ U ❑ U U ❑ U U ❑ U U ❑ U U ❑ U U ❑ U U M O N Z_ z M O N Z— Z m O N Z � Z M O N Z� Z M O N Z— Z M O N Z— z co O N Z— Z M O N Z, Z WINDOW GLASS (m O ONO O ONO O ONO O ONO O OcvO O ON O ON O O WIDTH TYPE U U U U U U U U U U U U U U y U U 19.125 H,I,J,K,L 1 1 1 1 1 1 2 2 2 1 2 2liji2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 3 2 3 2 2 2 1 3 2 1 1 1 1 1 1 1 1 1 1 2 2 1 2 1 1 2 2 1 2 2 1 2 1 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 3 2 1 2 2 1 3 2 1 3 2 1 2 2 1 ]3-2 PSF 79 24.000 C,D,E,F,G, H,I,J,K,L 1 1 1 1 1 1 1 1 2 2 1 1 1 1 2 2 1 2 2 1 21 2 1 2 I 2 1 2 2 1 2 I 2 1 2 2 1 2 -2 1 2 2 1 612 1 3 2 1 2-2 1 3 2 1 3 2 1 2 2 1 3 2 1 3 li 1 2 2 1 32 1 1 A,B,M 1 1 1 1 1 1 1 1 1 1 7 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 2 1 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 3 2 2 2 _1_ 3 2 3 2 2 2 3 2 3 2 2 2 3 2 PSF 68 -77 32.000 C,D,E,F,G, H,I,J,K,L 1 1 1 1 1 1 1 1 2 1 1 2 1 1 1 1 1 1 1 1 1 .1 1 11 1 111 2-22 22 332222332233333233332233433243433243 _1 FABM 1 1 1 1 1 1 1 1 2 1 1 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 2 2 2 2 2 _1 2 3 2 2 2 2 3 3 2 2 3 3 3 3 3 2 _1 3 3 3 3 2 2 3 3 4 3 3 2 _1 4 3 _1 4 3 3 2 4 3 PSF 59 67 79 C,D,E,F,G, 1 1 1 2 1 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 37.000 H,1,J,K,L 1 7 1 1 71 222222232223332233333343333233433243443243 A,B,M 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 1 1 9 1 1 1 2 2.2 2 2 2 2 3 2 2 2 3 3 3 2 2 3 3 3 3 3 3 4 3 3 3 3 2 3 3 4 3 11 4 3 4 4 3 2 4 3 PSF 54 79 62 79 40.000 C,D,E,F,G, H,I,J,K,L 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 111 111 2222 _2 222322 33 33 22334333433333434433434433 33 A,B,M 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 1 1 1 1 1 2 2 2 2 2 2 2 3 2 2 3 3 3 3 2 2 3 3 4 3 3 3 4 3 _2 3 3 3 3 4 3 4 4 3 3 4 3 4 4 3 3 5 3 PSF 49 79 56 79 79 C,D,E,F,G, 2 2 1 2 2 2 2 2 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 44.000 H,I,J,K,L 11 III11 222222332233342333443343443343443343443354 ABM 2 2 2 2 2 2 2 2 2 2 2 2___2 2 2_ 2 2 2 2 2 2 2 Ill 7 1 1 7 2 2 2 2 2 2 3 3 2 2 Ili 3 4 2 3 3 3 4 4 3 3 4 3 4 4 3 3 4 3 _2 4 4 3 3 _2_ 4 3 4 4 3 3 5 4 PSF 45 74 51 74 79 79 C,D,E,F,G, 2 2 2 2 2 2 1 2 2 2 2 2 2 3 2 2 2 2 2 3 1-72 2 3 2 2 48.000 H,I,J,K,L 111 1 11 22222233 2233343333443344443344444354444364 A,B,M 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 1.1 1 1 1 Fi 2 2 2 2 2 2 3 F3 2 F2 3 F3 3 4 3 3 373 _3 4 4 3 3 4 4 4 4 3 3 4 4 4 4 4 3 5 4 4 4 4 3 5 4 PSF 41 67 46 67 76 79 53.125 C,D,E,F,G, H,I,J,K,L 2 2 2 2 2 2 3 2 2 3 2 3 3 2 3 2 3 3 2 3 3 11 1 111 2 2222233 3333443344443344 _3 443344554354554354 _3 _2_ A,B M 2 1 2 2 2 2 2 3 2 2 3 2 3 3_ 2 3 2 2� 3 2 3_ 3 2 3 1 1 1 7 1 1 2 2 2 2 2 2 3 3 3 3 3 3 4 4 3 3 4 4 4 4 3 3 4 4 ^3 4 4 3 3 4 4 5 4 4 3 5 4 5 4 4 3 5 4 Oats MuLlans: f0/07/11 D NO CHANGES THISSHEET 0 TECHNOLOGY DRNE NOKOMIS, FL MM I �— P.O. egx'50 NOKOMI8,FL34274 VW1,19Berter ALUM. SINGLE ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 -1/4" ELCO TAPCONS 2 -1/4" ELCO SS4 CRETE-FLEX < ® 3 - #12 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING DIMENSIONS: HEAD-18112" MAX. FROM TOP CORNERS JAMBS-171/2" MAX. FROM TOP CORNERS 15"MAX. FROM BOTTOM CORNERS 6" MAX. BELOW MTG. RAIL ®SILL - ANCHORS NOT REQUIRED 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2. ® 4. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ®ARE 1" LESS. 5. bESIGN PRESSURE LIMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR TH RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. TABLE KEY: HEAD 3 RopU�itsvlSED s complying with the pl0cida JAMB ABOVE 3 3 u1dillncod o l l „1 O I MTG. RAIL p� u ato JAMB BELOW MTG. RAIL +mad ado product Oontco JAMB ABOVE L MTG. RAIL JAMB BELOW MTG. RAIL RD VIEW IMPACT SHOO LNTS 1 9 a 11 -1 4040-20 11111 ilk Iz- hr0 _ * No,5810y W ov BFLOR' P-" ? .FSSIONA� A. LYN1I MILL18 P.E. FL P.E.# 65705 ANCHOR QUANTITIES ABOVE MEETING RAIL HEAD & JAMBS CUSTOM FLANGED WINDOW HEIGHT MINUS SASH HEIGHT TABLE 7. WiNDOW HEIGHT MNUS SASH HEIGHT FROM TABLE 8. SUBSTRATE: 7.126 .B68 28.211 33.754 39.296 44.839 50.382 55.925 ANCHOR TYPE: O- u U o U o U U o U U 0 L) U o U U o U 0 0 U U WINDOW GLASS N O N O O c O N O_ O O N O '- O �I O N O_ O O N O` O O N O_ O m O N O O O N 0 0 WIDTH TYPE cJ Cl cJ 0 01 U � U u 0 Q 19.12b D,E,F,J, KL 1 _.i ._�._...�_. 1 1 1 Z_. 1 -2 1 2.. 1 _Z..-Z_. 1 1 Z 1 .. Z- 1_ 2 ..1__. 2 „1 2 1 2 1 2 1 --_ 3 1 2 1 3 1 3 1 _._. 2 1 _._.. 3 1 3 1 3 1 3 24.000 D,E,F,J, KL 1 ,..._-..__1.._2_...2..-2--2__2..2_..2.__2....3.._3__.23....3....2_._3 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ..3.....3._.3.. 1 1 1 1 1 -._ 32.000 D•E,F,J, K.L 1 1 1 1 1 1 1 2 1 2 1 1 2 2 3 1 2 1 3 2 3 1 3 1 3 1 3 1 2 1 3 1 4 1 3 1 4 1 4 1 3 1 4 1 5 1 3 1 5 PSF 79 37.000 D,E,F,J, K.L 1 1 1 1 1 1 2 2 1 2 2 2 3 1 2 2 3 2 3 1 3 2 4 2 3 1 3 2 3 2 4 1 3 2 4 2 4 1 4 2 5 2 5 1 4 2 5 2 PSF 79 79 79 79 40.000 D,E,F,J, K.L 2 2 2 2 _2 2 2 2 2 3 2 3 2 3 2 4 2 3 2 4 2 4 2 2 2 2 2 2 2 2 2 2 2 1 1 1 2 3 4 4 3 6 4 4 5 b 4 6 PSF 79 76 79 77 79 1 79 79 44.000 D,E,F,J, K.L 2 2 2 2 2 2 2 2 2 2 2 2 2 4 2 2 5 2 4 2 1 3 2 1 5 2 5 2 4 2_ 6 2 5 2 1 4 2 1 6 1 1 1 2 2 2 3 3 3 4 4 4 3 PSFj 78 1 79 70 79 79 71 79 73 76 48.000 D,E,F,J, K. 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 8 3 5 2 4' 2 6 3 6 2 5 2 8 1 1 1 2 2 2 3 3 3 4 4 4 5 4 5 5 4- PSFJ 71 1 79 63 71 79 64 74 66 77 69 69 53.125 D,E,F,J, 2 2 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 3 2 3 3 2 3 K.L i 1 1 2 2 2 3 3 3 4 4 4 5 4 b 8 b 6 6 b 7 6 b 7 ANCHOR QUANTITIES AT JAMBS BELOW MEETING RAIL, CUSTOM FLANGED WINDOWS BASED ON SASH HT. TABLE S. SASH HEIGHT SUBSTRATE. 18.778 21.778 24.776 ANCHORINDOW TYPE- QQ12.776 a Q N Q QQ15.778 lJ Q N O M Q N !•j Uz N O O nJ I N Q27.778 93 ri lV �7 N Il- Q30.778 Iy �7 (Z� N QQ31.108 Q NWIDTHV( s V C7 U CUB CC7i �j U S 88 S (Ui 19.125 1 1 1 2 1 2 2 1 2 2 2 1 2 2 2 2 2 2 2 2 2 1 2 2 2 2 24.000 2 1 1 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 32.000 2 1 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 4 2 3 4 2 3 37.000 78 2 1 2 2 2 2 3 2 3 3 2 3 3 3 3 3 3 3 4 3 3 4 3 4 40.000 71 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 3 4 3 1 4 4 3 4 44 000 69 78 2 2 2 2 2 2 3 2 3 3 3 3 4 3 3 4 3 4 5 3 4 5 3 4 48.000 63 72 78 2 2 2 2 2 2 3 2 3 4 3 3 4 3 4 4 3 4 5 3 4 5 3 4 53.125 73 68 66 72 2 22 2 2 1 2 1 3 3 1 3 4 3 4 4 3 4 5 3 4 5 3 5 5 3 6 NOKOMI9, FL 3127E o� Po �5" ALUM. SINGLE HUNG WI N07(OMp, FL 3/274 l/Lfb$ Bear °`" nor "-` siaoo NTS 10 • 11 ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 -114" ELCO TAPCONS 2 -114" ELCO SS4 CRETE-FLEX 3 - #12 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING DIMENSIONS: HEAD -18 1/2" MAX. FROM CORNERS JAMBS -17 1/2" MAX. FROM TOP CORNERS 11 1/2" MAX. ABOVE THE MEETING RAIL 8" MAX BELOW MTG. RAIL 15" MAX FROM BOTTOM CORNERS SILL - ANCHORS NOT REQUIRED 3. DETERMINE THE ANHCOR QUANTITIES FOR CUSTOM ®VIEW WINDOWS FROM TABLES 7. AND 8. USING THE DIMENSIONAL CRITERIA OF NOTE 2. USE TABLE 7. FOR ABOVE THE MEETING RAIL AND TABLE 8. FOR BELOW. 4. AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW ® WINDOWS ARE 12 5/8- MIN. TO 38" MAX TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1" LESS. 6. DESIGN PRESSURE LIMITATIONS: 0 SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. ® TABLE 7. KEY: MAX PSF (DP LI TTED) 112 HEADI 2 JAMB ABOVE 1 2 MTG. RAIL (FULL DP) HEAD 2 JAMB ABOVE 4 UCT sbv MTG. RAIL nov. Wft lnoddo ® TABLE 8. KEY: IVAX PSF (DP LW9TED) 112 JAAlB BELOW 2 MTG. RAIL FULL DP JAMB BELOW 2 MTG. RAIL IMPACT 4040.20 `\%" • Al LYNN Af, l t��.• GENSF >tc • INo. 58705 AO'•, .TAT OF i •'•. FLOR01" .' 0 ���'�SS10NA' A. LYNUMILLIW P.E. FL P.E.A 0705 3.35 KSI MIN. CONCRETE OPTIONAL 1x WOOD BUCK C (SEE NOTE 4) AEXTERIOR INTERIOR ALL HEAD AND SILL DETAIL ) CONCRETE ANCHOR (SEE NOTE 1 & 3) ® 2x WOOD BUCK I e�(SEE NOTE 4) 'D + 1 3/&'' MIN.,1/4" TAPCONQ •1•.314" MIN., 1/4"CRETE-FLEX DETAIL A L 1/4" X. SHIM WOOD ANCHOR (SEE NOTE 2 & 3)4,L 1 3/8" Mt.® 1/4" MAX. DETAIL B SHIM TYPICAL FLANGED HEAD ANCHORAGE 1 1/4' 1 3/8" 1/4" MAX. SHIM I�--1 MIN:. 1/4" MAX. SHIM MIN. •� Ell '•: CONCRETE ANCHOR, o FH BELOW MEETING RAIL. (SEE NOTE 1 & 3) 3.35 KSI MIN. CONCRETE . j." �- OR 1.6 KSI MIN. CMU 1x BUCK OPTIONAL WITH SOLID CONCRETE SUBSTRATE (SEE NOTE 4)1& NOTES: - 1.'FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED 1/4" ELCO TAPCONS OR 1/4"SS4 CRETE-FLEX. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1 3/4". 2. FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY, USE #12 STEEL SCREWS (GS) OR 1/4" SS4 CRETE-FLEX. 3. FLAT HEAD ANCHORS, WHERE REQUIRED, MUST HAVE #12 TRIMFIT HEADS. 4. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 V2". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 112" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 5. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063-T5 AND A MINIMUM OF 1/8" THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS MAYBE USED. A FLANGED FRAME COMPONENT MAYBE SUBSTITUTED FOR AN INTEGRAL FIN FRAME COMPONENT FOR MULLED APPLICATIONS. FOR INTEGRAL FIN MULLED APPLICATIONS IT IS EXCEPTABLE TO REMOVE THE FIN AND ATTACH TO THE MULL THROUGH THE FRAME USING THE FLANGED FRAME ANCHORAGE REQUIREMENT. 6. ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS. 7. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FBC CURRENT, EDITION, SECTION 2003.8.4 (SUPPLEMENT 2005). WOOD ANCHOR, FH BELOW MEETING RAIL. (SEE NOTE 2 & 3) 2x WOOD BUCK (SEE NOTE 4)® DETAIL C DETAIL D TYPICAL FLANGED JAMB ANCHORAGE 1/4" MAX. SHIM --WOOD FRAME II .131" DIA. MIN. I I x 2 1/2" NAIL, AT CORNERS AND 5" O.C. We MAX. SHIM DETAIL F, (HEAD) 10107111 1 D IND CHANGES THIS SHEET m. 04101111 C IND CHANGES THIS SHEET .131" DIA. MIN. x 21/2" NAIL, AT CORNERS AND V O.C. 4 INTERIOR (ALL JAMB DETAILS) EXTERIOR N5 131" DIA. MIN. x 2 1/2" NAIL, AT CORNERS AND 5" O.C. DETAIL E, (JAMB) TYPICAL INTEGRAL FIN ANCHORAGE DETAIL G, (SILL) '0 TKON08, L 34 DRIVE ANCI NOKOMlB, FL 94276 T'6K P.O. BOX162B ALUA ix;� NOKOMId, FL 34274 Visibly Bearr ' 811700 DETAILS 3LE HUNG Wl am NTS 11 a 11 complying with tha Florida ildlnn Carlo .. -.1 FRAME llulr \,YNN 411z No. 56705 a Iall7 FI 'Ivy ST S IMPACT-/,',,SSIONAL,•�• x, A. LYNN MILLOW P.E. 4FL P.E.# 58705 ANIF IM1� MIAMI-DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 2e Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315 2590 F (786) 315-2509 NOTICE OF ACCEPTANCE (NQA) www.miamidade.uov/sera/ 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 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 "HR-710" Aluminum Horizontal Sliding Window - L.M.I. APPROVAL DOCUMENT: Drawing No. 4127--10, titled "Alum. Horizontal Roller Window, Impact", sheets 1 through I of 11, dated 02/28/2006 with the latest revision "E" dated 10/17/2011, prepared by PGT Industries, Inc., dated 02/01/2012, signed and sealed by Anthony Lynn Miller, P. E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami -Dade County Product Control 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 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 he 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. 11-0630.02 and consists of this page 1, 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. �L;G61) NOA No. 11-1114.04 C S IV Expiration Date: December 21, 2016 Approval Date: February 16, 2012 Page I PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA-s No.'s 67-0815.09 and 06-0405.06) 2. Drawing No. 4127-10, titled "Alum. Horizontal Roller Window, Impact", sheets 1 through 11 of 11, dated 02/28/2006 with the latest revision "E" dated 10/17/2011, prepared by PGT Industries, Inc., dated 02/01/2012, signed and sealed by Anthony Lynn Miller, P. E. B. TESTS 1. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 94 Along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. - FTL-5330, dated 07/18/2007, signed and sealed by Carlos S. Rionda P. E. (Submitted under NOA No. 07-0815.09) 2. 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, Type "C" sliding window, Grade 10, per FBC 24113.2.1, TAS 202-94 and per ASTM F 842-04 Along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4858, dated 03/08/2006, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA No. 06-0405.06) 3. 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, Type "C" sliding window, Grade 10, per FBC 2411 3.2.1, TAS 202 94 and -per ASTM F 842-04 Along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4859, dated 03/08/2006, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA No. 06--0405.06) Jaime D. Gasco , P. E. Product Control Section Supervisor NOA No.11-1114.04 Expiration Date:. December 21, 2016 Approval Date: February 16, 2012 E-1 PG Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by PGT Industries, Inc., dated 10/26/06, signed and sealed by Robert L. Clark, P. E. (Submitted under previous NOA No. 07-0815.09) 2. Complies with ASTM E1300-98/ 04 D. QUALITY ASSURANCE 1. Miami —Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interiayer" dated 09/08/11, expiring on . 12/11/16. 2. Notice of Acceptance No. 08-0206.01 issued to Solutia Inc. for their "Saflex HP Glass Interlayer" dated 04/17/2008, expiring on 04/17/2013. F. STATEMENTS 1. Statement letter of conformance and compliance with the FBC 2007 (with the 2009 supplement) and FBC72010, dated 10/25/11, signed and sealed by Anthony Lynn Miller, P. E. 2. Statement letter of no financial interest and independence, dated 10/25/11, signed and sealed by Anthony Lynn Miller, P. E. 3. Letter of Adoption of as his Own, the Work of another Engineer per Section 61G15-27.001 of the F.B.P.E., dated 10/07/I1 signed and sealed by Anthony Lynn Miller, P. E. 4. Statement letter of no financial interest, conformance and compliance with the FBC- 2007, dated 06/29/2011, signed and sealed by Robert L. Clark, P. E. (Submitted under previous NOA No.11-0630.02) 5. Laboratory compliance letter for Test Report No. FTL-5330, issued by Fenestration Testing Laboratory, Inc., dated 07/18/2007, signed and sealed by Carlos S. Rionda, P.E. (Submitted under previous NOA No. 07-081 S.09) 3aime D. Gascon, P. Product Control Section Supervisor NOA No.11-1114.04 Expiration Date: December 21, 2016 Approval Date: February 16, 2012 E-2 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 6. Laboratory compliance letter for Test Reports No.'s FTL4858 and FTL4859, issued'by Fenestration Testing Laboratory, Inc., dated 03/08/2006, signed and sealed 'by Edmundo Largaespada, P. E. (Submitted under NOA No. 06-0405.06) G. OTHERS I. Notice of Acceptance No. 11-0630.02, issued to PGT Industries, Inc. for their Series "HR-710 Aluminum Horizontal Roller Window — L.M.I.", approved on 08/18/2011 and expiring on 12/21/2016. Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No.11-1114.04 Expiration Date: December 21, 2016 Approval Date: February 16, 2012 E-3 GENERAL NOTES: IMPACT HORIZONTAL ROLLER FLANGED AND INTEGRAL FIN WINDOW 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2). FOR INSTALLATION ABOVE 30 FT, GLASS TYPES G THRU L MUST HAVE A TEMPERED GLASS CAP. A. 5115" LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. B. 516" LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. C. 5/16" LAMI CONSISTING OF(2)LITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. D. 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. E. 716" LAMI CONSISTING OF (1) LITE OF 311W ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE NOA DRAWING MAP MAXIMUM PVB INTERLAYER. SHEET F. 7/16" LAMI CONSISTING OF (2) LITES OF 3116'HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. GENERAL NOTES.............1 GLAZING DETAILS ............ 2 G. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 5/16" OR 3/8" AIR SPACE AND 5/18" LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A DESIGN PRESSURES.....,. 3 .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. ELEVATIONS ..................... 4 VERT. SECTIONS ............. 6 H. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3116"ANNEALED (MIN.) GLASS, 5/16" OR 3/8" AIR SPACE AND 6116" LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE HORIZ. SECTIONS............ 5 OF 1/8" HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER, PARTS LIST ....................... 6 EXTRUSIONS .................... 7 1, 13/16" LAMI IG: (1) LITE OF 1/8" OR 3118" ANNEALED (MIN.) GLASS, 6/16" OR 3/8" AIR SPACE AND 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS CORNER DETAIL .............. 6 WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. ANCHORAGE .................... B-11 J.13/16' LAMI IG: (1) LITE OF 1/8" OR 311 6"ANNEALED (MIN.).GLASS, 3116" OR 1/4" AIR SPACE AND 7118" LAMI CONSISTING OF (2) LITES OF 3/16" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. K. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 3/16" OR 1/4" AIR SPACE AND 716" LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3116" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. L 13/16" LAMI IG: (1) LITE OF 1/8" OR 3/18" ANNEALED (MIN.) GLASS, 3/16" OR 1/4" AIR SPACE AND 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. 2. CONFIGURATIONS: OX, XO, XOX 3. DESIGN PRESSURES: (SEE TABLES, SHEET 3) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300.02. 4. ANCHORAGE: THE 331/3eA STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FORANCHORAGE DETAILS. FRODUCTREVISED as complying with the Florida 5. SHUTTERS ARE NOT REQUIRED. pe2���-1 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. &Do By 7. REFERENCES: TEST REPORTS FTL-4858, FTL-0B59 AND FTL-5330. ELCO TEXTRON NOA. 04-0721.01, 03-0225.05 ANSI/AF&PA NDS-2005 FOR WOOD CONSTRUCTION I LYNN ADM-2005 ALUMINUM DESIGN MANUAL 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY \�� ;' ��pENSF Q HURRICANE ZONE (HVHZ). 9. FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. OF 1 0/17/r1 �E JJ FBC201000DECHANGE 1070TECHNOLOGY ORNE NOKOMIs,FL342T5 �— GENERAL NOTES %��,'••, FLORLOP,•' C'J��` �� F ......... •••• C> �� /�;�/S9/0N111A11 " J.R. B/20/11 RWIeM•e: D ADDED /GCAPTOBETEMPERED +30FTNOTE. nek ROLLER WINDOW, IMPACT wwbFALUM.HORIZONTAL Vralb(y Better FJG 1411-V7 CADD FrLL930 TO NOTEB 78 CHG. No7E8TO CURRENTED/T. P.o.egx,sze NOKOMIS, FL 34274 e0°`g101hR"'A -p1.; LYNNMI[[ER, P.EF.K. B J.J. 3/2810B HR710 NTS d 11 4127-1� E P,Ed 68706 0M 1/2" NOM. 55 1/2" NOM. C] EXTERIOR INTERIOR [> GLASS BITE GLASS BITE (ALL SECTIONS) 60,61,62 51 63,64,65 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 090 SOLUTIA OR DUPONT PVB INTERLAYER ANNEALED OR HEAT STRENGTHENED GLASS 5/16" NOM. 5/16" LAMINATED GLASS 1/2" NOM. GLASS SITE 66,67,68,69,70, 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 6/16" LAMINATED 5/16" OR 3/8" AIR SPACE 1/8" OR 3/16" ANNEALED OR TEMPERED GLASS QD 13/16" NOM. 13/16" LAMI IG GLASS W/ 5/16" LAMI 3116" ANNEALED OR HEAT STRENGTHENED GLASS 090 SOLUTIA OR DUPONT PVB INTERLAYER 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 7116" LAMINATED 7/16" LAMINATED GLASS 1/2"NOM. GLASS BITE 72,73,74,75,76,77 v 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 090 SOLUTIA OR DUPONT PVB INTERLAYER 3116" ANNEALED OR HEAT STRENGTHENED GLASS 7/16" LAMINATED 3/16" OR 1/4" AIR SPACE 1/8" or 3/16" ANNEALED OR TEMPERED GLASS Qp 13/16" NOM. 13/16" LAMI IG GLASS W/ 7/16" LAMI QD FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A TEMPERED I.O. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY TO REMAIN UNCHANGED. i30FTNOTE. NOKOMIS. FL 34275 P.O. BQX 1629 ALUM. HORIZONTAL ROLLER WINDOW, i NOKOMIS. FL 34274 YGibly BerM• em a� H°r'" — ee+*a HR7f0 Full 2 a 11 4127-10 PRODUCTRBVISED as complying wild the Flosids Building Coda M.lmnl .0 Daw G 9 Froduat ` ����V 1.YNN M!� i�� VGENSE ��� jr 140.58705 5k\. •'• . FLOR\OP•'�(9� 'O'11 N 1A1,,L A. LYNNifILLER P.E. P.E.05870a TABLE 1. XOX (1/4,112,114) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/SAME DLOARE 1" SMALLER) WINDOW GLASS WINDOW HEIGHT WIDTH TYPE 26" 36" 38 3/8" 46" 60 b18" 54" 60" 63" 84" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 1 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 96" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +58.8 58.8 +56.2 -56.2 106 318" A,B,G,H +60.0 -60.0 +60.0 .60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +55.2 55.2 +52.3 -52.3 108" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +54.6 -54.6 +51.7 51.7 111" A,B,G,H +60.0 1 -60.0 1 +60.0 -60.0 +60.0 1 -60.0 1 +60.0 -60.0 +60.0 '-60.0 +59.5 L -59.6 +63.6 -53.6 +50.9 -50.9 UP TO 111" C,I +60.0 -60.0 UP TO 111" D,E,F, J,K,L +75.0 -75.0 TABLE 2. XOX (113,113,113) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WINDOW WIDTH GLASS TYPE WINDOW HEIGHT ALL HEIGHTS UP TO 63" TO 86 7116" A,B,C, G,H,I +60.0E TO 86 7116" D,E,F, J,K,L +75.0 TABLE 3. OX AND XO FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS WISAME DLO ARE 1" SMALLER) WINDOW GLASS WINDOW HEIGHT WIDTH TYPE 26" 36" 38 318" 48" 606181, 54" 60" 63" FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. 60 A,B,G,H +76.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 66" A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +74.2 -74.2 +70.2 -70.2 72" A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +69.6 -69.6 +65.2 -65.2 74" A, B,G,H +76.0 -75.0 +75.0 .75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +68.1 -68.1 +63.8 -63.8 co IscvtsPD ho as camplling% lit lha FtOdda UP TO 74" +75.0 -75.0 Building Coda nCertnn Da .� GLASS TYPES: TEST REPORT FTL4858 (XOX), FTL-4859 (OX & XO) AND FTL-5330 A. 5/16" LAMI - (1/8" A, .090,1/8" A) G. 13116" LAMI IG-1/8" OR 3116"A (MIN.), 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1/8"A, .090,1/8"A) B. 5/16" LAMI - (118" A, .090,1/8" HS) H. 13116" LAMI IG-1/8" OR 3/16"A (MIN.), 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1/8"A, .090,1/8"HS) C. 5/16" LAMI - (1/8" HS, .090,1/8" HS) I. 13/16" LAMI IG-1/8" OR 3/16"A (MIN.), 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1/8"HS, .090,1/8"HS) D. 7/16" LAMI - (3/16" A, .090, 3116" A) J. 13116" LAMI IG-1/8" OR 3/16"A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16"A, .090, 3/16"A) E. 7/16" LAMI - (3/16" A. .090, 3/16" HS) K. 13/16" LAM[ IG-1/8" OR 3/16"A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16"A, .090, 3/16"HS) F. 7/16" LAMI - (3/16" HS, .090, 3/16" HS) L. 13/16" LAMI IG-1/8" OR 3/16"A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16"HS, .090, 3/16"HS) 1070 TECHNOLOGY DRIVE sr; @ +$OFT NOTE NOKOMIS, FL 34275 UPOATEASTME 1300-02 OPS P.O. SOX 1529 NOKOMIS, FL 34274 HR710 I NTS 1 3 d 11 1 4127-10 MiemtDad* oWe uctContro 1YNN M ' //�i�i ` �C •'• F� `� �� • .• �\DENSE k : No,58705 �-0' Cl' 1TEpF ���.� '•. FLOP\O?:•'' C'1\� A LYNN MI0LL4% P,E. P.E.r 58705 27 318" 27 3/8" 27 3/8" MAX. DLO 54 5/16" MAX. DLO FIXED MAX. DLO MAX. DLO ANT VENT FIXED -4 p D D a 6 a _ o x x o x 1. 110" MAX. WIDTH I.F. FRAME •jI 111" MAX. WIDTH FLANGE FRAME I 6' F OL F L DETAIL B - XOX (1/4-1/2-1/4) DLO FIXED o C! 1 V IYIM. DLO VENT +1f — — — 63" M FLAN q I q FRAi AL 3., IAX. I 561. MAX. CONF ALL / / DLO ALL XED / VENTS 62" MAX. TES I.F. FRAME O I X ALL CONFIG. i 7 C 73" MAX. WIDTH I.F. FRAME ---� 74" MAX. WIDTH FLANGE FRAME DETAIL A - OX OR XO 10 TECHNOLOGY DRIVE NOKOMIS. FL34276 P.O. BQX 1520 NOKOM IS. FL 34274 I— 85 7/16" MAX, WIDTH I.F. 6 7/16" MAX. WIDTH FLANGE FRAME DETAIL C - XOX (1/3-113-1/3) NOTE: 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. kxSEALANT OR GASKET 3E AT HEAD AND SILL IE 1s IG. I—[ �j) I.F. FRAME Q PRODUCTREVIS13D F m complying wilh tho Florida — — Bading Coda Accoptanoe No ft-p+ o D Miand ada Pr uct Control 1 13 FLANGE FRAME VIEW D-D (FRAME CORNER CONSTRUCTION) = *' i4o.58705 tl' :LEVAT/ONS ILUM. HORIZONTAL ROLLER WINDOW IMPACT '�SS/ONAli- NTS 1 4 d 11 4127--10 xM E a iv(4f41MhILL��� P E. P.E.966705 EXTERIOR MAX. HEIGHT FLANGE FRAME MAX. VENT DLO MAX. FIXED DLO INTERIOR EXTERIOR J SECTION C-C (VERTICAL SECTION, FLANGE FRAME INTERIOR MAX. VENT DLO MAX. FIXED DLO --4 MAX. VFWT DLO MAX. WIDTH (FLANGE FRAME) EXTERIOR 19 SECTION B-B 17 (HORIZONTAL SECTION - XOX SHOWN WITH FLANGE FRAME) INTERIOR MAX. FIXED DLO -- �-- MAX. VENT DLO —+1 MAX. WIDTH (I.F. FRAME) EXTERIOR SECTION A -A (HORIZONTAL SECTION - OX SHOWN WITH INTEGRAL FIN FRAME) INTERIOR AME) NOXOMIS• FL 34276 P.O. BqK 1526 NOKOMIS, FL 34274 Visibly Better EXTEROOI HEAD (VERTICAL SECTION, I.F. FRAME) ILUM. HORIZONTAL ROLLER WINDOW IMPACT H Half 5 11 '-4127--10 E PRODUCT REVISED m mmpiyinB wide ft Fleddp EeBdhW Code Acc--- V. I I -. 1 1 1 `\\\'pNV LYNIV Mflz ',�� ',�•''VGENSF•'•.F�Q * No. 58705 * ' Q y w= ,to '. STA E OF �4-0 CORVO IONA� E ��• A. LYN� MILLER P.E. P.Ed 58705 DESCRIPTION ANGE FRAME HEAD .SH STOP (STD.) (ANT] LIF X 3/4 PH. PAN HEAD .SH STOP COVER (SASH ANG'E FRAME SILL MATT PGT# 6063-T6 AL 612237' 6063-T5 AL 612244 7834AA 7 1 4137 SILLADAPTOR 6063-TEAL 64137 8 4131 ROLLER TRACK 6063-T6 AL 64131 10 1712981 1WEEPHOLECOVER POLYPROP. 1 71798 13 1 4002 1 A IFLANGE FRAME JAMB 6063-T6 AL 612225 14 4134 JGASKETFORMAINFRAME SILL JOINT 74134W/K 15 1155 1#8X 1.000 QUADPN. SMS 781P A 16 4110 G SCREEN ADAPTOR 6063-T5AL 64110E 17 4054 B FIXEDMEETINGRAIL 6063HD-TEAL 64054A 19 4066 W STP.,.187 X .230, FINSEAL 64066E 21 4105 SASH TOP & BOTTOM RAIL 6063-T5 AL 612240 22 1683 W STP-250 X 270 BACK, FIN SEAL 61683G 23 225-1 ROLLER HOUSING&GUIDE 42112HD 24 226 IBRASS ROLLER WHEELS BRASS 7BRWHL2 29 4128 1HORIZONTAL ROLLER SASH TOP GUIDE POLYPROP. 44128N 32 4006 D SASHMEETINGRAIL 6063HS-TEAL 64006 33 1 1235 WSTP.,.170 X 270 BACK, FIN SEAL 67S16G 35 1 1096 SWEEP LATCH DIE-CAST 71096 36 1016 #8 X .625 PH. FL. SMS 7858 37 4126 SASH SIDE RAIL 6063-T5 AL 64126 38 1683 W STP.,250 X .270 BACK, FIN SEAL 61683G 39 7070 BULB WEATHERSTRIP .187 X 275 67070K 40 LIFTRAIL COVER CAP 74078"C" LORR 41 4139 I.F. FRAME HEAD 6063-T6 AL 64139 42 1 4140 I.F. FRAME SILL 6063-T6 AL 64140 43 4141 T.F. FRAME JAMB 6063-T6 AL 64141 50 GLAZING SILICONE, DOW 899,995 OR EQUIVALENT 51 1224 VINYLGLAZINGBEAD BULB HICK 6TP247W,K 52 1225 IMNYLGLAZINGBEADBULB 6TP248K 53 4039 B GLAZING BEAD - 5116' 6063-T5 AL 64039B 54 4044 B GLAZINGBEAD - 5116" W/GRILL KIT 6063-T5AL 644703 55 4222 A GLAZINGBEAD-7/16" 6063-T5AL 64222 56 985 C GLAZING BEAD - 7/16" W/GRILL KIT 6063-T5 AL 6985 59 4067 GLAZINGBEAD-13/16" 6063-T5AL 64067 60 GLASS 5/16" LAMI 1/8" A .090 PVB,1/8" A 61 5116" LAMI 1/8" A,.090PVB, 1/8" HS 62 5/16" LAMI 1/8" HS, .090 PV11,1/8" HS 63 7/16" LAMI 3/16" A, .090 PVB, 3/16" A 64 7116" LAM[ 3/16" A, .090 PVB, 3/16" HS 65 7/16" LAMI (3/16" HS..090 PVB. 3/16" HS) P.O. BOX 1820 NOKOMIS, FL 34274 rrm DWG# REVI DESCRIPTION I MAT'L PEP# 66 GLASS 13/16" LAMI I0-1/KA (MIN.), 3WAIR SPACE, 5/16" LAMI 1/8"A, .090 PVB, 1/8"A 67 " 13/16" LAMIIG-1/8"A N. 3/8" AIR SPA C 5/16" LAMI 1WA .090 PVB, 1/8"HS 68 " 13/16" LAMI I0-1/8"A MIN..3/8" AIRSPACE, 5116" LAMI Q/8"HS,.090PVB 1/8"HS 69 " 13/16" LAMI I0-3/16"A MIN.), 5116' AIRSPACE, 5/16" LAMI 1/8"A, .090PVB,1/8"A 70 13/16" 1AMIIG-3/16"A(MIN.),5/16" AIR SPAM 5116" LAMI 1/8"A, .090M 1/8"HS 71 13116' LAMIIG3116"A (MIN.), 5116" AIRSPACE, 5/16" LAMI (1/8"HS,.090PVB,1/8"HS 72 13/16" LAM] 1G-1/8"A (MIN.), 1/4" AIR SPACE, 7/16" LAMI /16"A .090 PVB 3/16"A 73 13/16" LAMI IG-1/8"A MIN. I/4" AIRSPAC 7/16" LAMI (3/16"A,.090PVB, 3/16"HS 74 13/16"LAMI]G-I/8"A MIN. 1/4"AIRSPACR7/16"LAMI /16"HS,.O90 PVB, 3/16"HS 75 13/16" LAMIIG•3/16"A . 3/16" AIRSPACE, 7116" LAMI 3/1&A,.090PV]33/16"A 76 13/16"1AMIIGr3/16"A IN.),3/16"AIRSPACE, 7/16"LAMI3/16"A,.090PVB, 3/16"HS 77 13116" 1AMIIG3/161A IN.), 3/16" AIR SPACA 7/16" LAMI 3/l6"HS .090 3/16"HS 90 1014 1 SCREEN FRAME (HOP, & VER.) 3105-H14 AL 91 1630 ISCREENCORNERKEYWRINGS POLYPROP. 92 1631 SCREEN CORNER KEY W/OUT RINGS POLYPROP. 93 1073 SCREEN SPRING ST.ST. 94 1624 SCREEN SPLINE- .135 DIA. FOAM EM PVC 95 1635 SCREEN SPLINE- .135 DIA. HARD EM PVC 96 SCREEN CLOTH 2.7t0 2.624 [m� Fo 62 ON 41 I.F. FRAME HEAD #4139,6063-T8 PRODUCT REVISED 2.784 m>aunawmPly"tmecedg with the Florida e A lance No 6} r'o D 6 .062 3.152 C 062 Miami" ado Pm uctContm 1.988 43 I.F. FRAME JAMB1--7 - #4141. 6063-TO `\��� 0Ny I.YNN L2.710--j NO.56705 42 I.F. FRAME SILL = _ #4140, 6063-T8uI ]� TPARTS LIST a ALUM. HORIZONTAL ROLLER WINDOW, IMPACT NA1-1 \�`�� Better NT$ 8 d 114l27-10 aw A. LYN�1tLi�Li:�. P.E. E P.E.B 68705 062 1.733 :]3 I�--2.710--►� O FLANGE FRAME HEAD #4102A,6063-T6 j---+—.082 .490 O SASH STOP #4026, 6083-T5 4 062 9 1. 8 3 I- -349--4 11LL 21 SASH TOP & BOTTOM RAIL #4133,6063-T5 060—.678 � 1.096 -T 54 GLAZING BEAD, 5/16" #4044B,6063-T5 (USED W/ GRILL KIT) CHANGE THIS SHEET 1F22 O FLANGE FRAME SILL #4136,6063-T6 .081 .437 T- 1.4B O HORIZ, ROLLER TRACK #4131, 6063-T6 2. 78 062 LT-17 1.081 F - 32 SASH MTG. RAIL #400613,60631-IS-T6 O50 I 678 1.096 4h�+—►ILLL��� T 55 GLAZING BEAD 7/16" #4222A,6063-T5 NOKOMIS, FL 34276 P.O.89X 1629 NOKOMIS. FL34274 --�{ 1.187 r-- .062 3, O FRAME SILL ADAPTER #4137,6063-T6 1. � .F082 87 1-1.403- 17 FIXED MEETING RAIL #40548,8083HD-T6 37 SASH SIDE RAIL #4126,6063-T5 I .050-678 'I 1.1f 56 GLAZING BEAD, 7/16" #985C,6063 T- (USED W/ GRILL KIT) 1--1.513-1 040 I 738 � 43-►{ O SASH STOP COVER #4053,6063-T5 r�-2.784 I 1.363 .062 13 FLANGE FRAME JAMB #4002A,6063-T6 .050 I .678 1.096T 53 GLAZING BEAD, 5/16" #4039B,6003-T5 6i O60 -f 0T1.097 58 GLAZING BEAD, 13/16" #4067, 6063 T5 HR710 I Half 1 7 - 11 1 4127-10 PROVUCTRBVISED . aotnplyiug wild Ilse Florida Bun ding Codo Accaptancallo O%Q'� Data Dado uct \xN....YNN tit/('',i'�i V\GENSF''.�Q � No. 58705 STA EOF` SSIaNAL A LYNI�P.E. P.E.068705 ANCHOR QUANTITIES, XOX (1144/2-1/4) WINDOWS TABLE 4 NOTES: 1. ANCHOR TYPES: 1 -1/4" ELCO TAPCONS 2.1/4" ELCO SS4 CRETE-FLEX 3 - #12 STEEL SCREWS (G5) m Z. GLASS TYPES: m A. 5/18" LAMI - (1/B" A,.090,1/8" A) FOR INSTALLATION IN THE HVHZ ABOVE 30 B. 5/16" LAMI - (1!8 A,.OB0,1/8" HS) FT, GLASS TYPES G - L SHALL HAVE A C. 5/16" LAMI - (118" H/8 H) TEMPERED I.G. GLASS CAP. BOTH THE DP AND S,.090, 1ff 2 D. 7/16" LAMI - (3/16" ..090 3S ANCHOR QUANTITY REMAIN UNCHANGED. 3 E.7/16"LAMI -(3/16"A,.090,3/16"HS) 3 F.7/16"LAMI-(3/16"HS,.090,3/16"HS) G. 13/16" LAMI IG -1/8" OR 3/16" A (MIN.), 5/16" OR 3/8" SPACE, 5/16' LAMI - (1/8" A,.090,1/0" A) 3 H.13/18" LAMI IG -1/8" OR 3/16-A (MIN.), 5/18" OR 3/8" SPACE, 5/16" LAMI • (1/W A,.09D,1/8" HS) 3 I. 13/16" LAMI IG -1/8" OR 3/16" A (MIN.), 5/18" OR 31W SPACE, 5/16" LAMI -(1/8" HS,.090,1/8" HS) J. 13/16"LAMI IG -1/B" OR 3/16" A (MIN.), 3/16" OR 1/4" SPACE, 7/18" LAMI - (3/16" A,.090, 3/18" A) 3 K. 13/16" LAMI IG- 1/8' OR 3/16" A (MIN.), 3/16" OR llV SPACE, 7/16" LAMI - (3/16" A,.090, 3/16" HS) 2 L. 13/16" LAMI IG -1/8" OR 3/16" A (MIN.), 3/18" OR 1/4" SPACE, 7/16" LAMI - (3/16" HS,.090, 3/16- HS) 3 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 3 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. 3 HEAD & SILL: 101/2" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 3 263/4" MAX. FROM CORNERS. JAMBS: 9" MAX. FROM CORNERS AND 22112" MAX. O.C. 3 TABLE KEY: 2 X O X 3 +if 3 +--ANCHOR QUANTITY PER JAMB 3 HEAD AND SILL ANCHOR QUANTITY. 3 A CLUSTER OF (3) ANCHORS CENTERED 3 AT EACH MEETING RAIL PLUS (1) ANCHOR AT EACH OPERABLE VENT 31 PLUS (4)ANCHORS AT FIXED SECTION. 2 (12) ANCHORS TOTAL AT HEAD AND SILL. 3 (3" MIN. O.C. ANCHOR SPACING) 3 3 253/4"max. 3 3 9" REF.T X O X 2 II PRODI7CT R[iV1SED 3 MTG. RAIL,TYP. oscomplyingwith dwFloddn D Code 3 EXAMPLE CLUSTER W/ QTY. OF (3) ANCHQRS tAmptan=Noundit 3 (SHOWN IN TABLE KEY ABOVE) 3 Ki IDndoPMduclContro 3 26 3/4" MAX. 2 1/2„TYP' Y MIN. �tnitl� 3 LYNN B REF i 3 T X O X �` ao,. ' ��CENSF' •p 3 I No.58705 3 MTG.RAIL,TYP. a EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS = o: •� ((���77 o %�Q�a STA E�F^ ' [(/-`: 'ANCHORAGE SPAC/NG, XOX 1/4-1/2-1/4 %�s�NAL�"'ALUM. HORIZONTAL ROLLER WINDOW, IMPACT �' �; �I I I I I I I� " '' aed4 ��N4 �'" A. LYNN MILLER• RE HR710 N%S 8 a 44 4127-10 E P.EJ16a706 ANCHOR TYPE & SUBSTRATE GLASS TYPES A,B.C,G,H,I GLASS TYPES D,E,F,J,K,L 2,3, WOOD 7 2, CONC 1, CONC 2A WOOD 2, CONC 1, CONC ZONES I ZONES ZONES ZONES ZONES ZONE WINDOW SIZE H HEAD & SILL m HEAD & SILL m °g° HEAD & SILL ' m HEAD & SILL a, m m HEAD & SILL m mHEAD & SILL 53.125x 38.375 48.000 50.625 64.000 60.ODD 63.000 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 1+C2+1+C2+,1 3 4+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 g 1+C2+1+02+1 3 1 1+C2+1+C2+1 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 60.ODOx 38,375 48.000 50.825 54.000 60.000 63.000 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+2+C2+1 1+C2+1+02+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+2+C2+1 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 9 1+C2+2+C2+1 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+2+C2+1 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+2+C3+1 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+02+1+02+1 3 1+C2+1+02+1 3 1+C2+1+C2+1 3 1+C3+2+C3+1 74.000 x 38.375 48.0W 60.626 64.000 00.000 63.000 1+C2+2+C2+1 2 1+102+1+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 1+C2+2+C2+1 3 1+C2+1+C2+1 3 1+C2+2+C2+1 3 1+02+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 1+C2+2+C2+1 3 1+C2+1+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 f+C2+2+C2+1 3 1+C2+2+C2+1 1+C2+2+C2+1 3 1+C2 1+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 1+C2+2+C2+1 3 1+C2+1+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 1+C2+2+C2+1 3 1+C2+1+C2+1 3 1+C3+2+C3+1 3 1+C3+2+C3+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 84.000x 38.575 48.000 50.625 54.000 80.000 63.000 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+3+C2+1 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+3+C3+1 1+C2+2+C2+1-3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+3+C3+1 '1+C2+2+C2+1 3 1+02+2+C2+1 3 1+C2+2+C2+1 31+C2+2+C2+1 3 1 1+C2+2+C2+1 3 1+C4+3+C4+1 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+03+2+C3+1 3 1+C3+2+C3+1 3 1+C2+2+C2+1 3 1+C4+3+04+1 1+C2+2+02+1 3 f+C2+2+C2+1 3 1+C3+2+C3+1 3 1*C3+2+C3+1 3 1+C2+2+C2+1 3 1+C4+3+C4+1 f 06.375 x 38.375 48.0D0 60.625 54.OW 60.000 63.000 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 1+C2+3+C2+1 3 1+02+2+C2+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1+C2+3+C2+1 3 1+C3+4+C3+1 'I+C2+3+C2+1 3 1+C2+2+C2+1 3uDding 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1+C3+4+C3+1 1+C3+3+C3+1 g 1 1+C2+2+C2+1 3 1 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1+03+3+C3+1 3 1+C4+4+C4+1 1+C3+3+C3+1 3 1+C2+2+C2+1 3 1+C4+3+C4+1 3 1+C4+3+04+1 4 1+C3+3+C3+1 3 1+C4+4+C4+1 1+C3+3+C3+1 3 1+02+2+C2+1 3 1+C4+3+C4+1 3 1+C4+3+C4+1 4 1+C4+3+C4+1 3 1+C5+4+C5+1 111.000x 38.375 48.000 60.625 64.000 B0.000 63.00p 1+C2+3+C2+1 2 1+C2+2+C2+1 2 1+02+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 2 1+C2+4+C2+1 1+C2+3+C2+1 3 1+C2+2+C2+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1+C2+3+C2+1 3 1+C3+4+C3+1 1+C2+3+C2+1 3 1+C2+2+C2+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1+C3+4+C3+1 1+C3+3+G3+1 3 1+C2+2+C2+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1+C4+4+C4+1 1+C3+3+C3+1 3 i+C2+2+Cy+f 3 1+C4+3+C4+1 3 1+C4+3+C4+1 4 1+C3+3+C3+1 3 1+C4+4+C4+1 t+C3+3+C3+t 3 1+C2+2+C2+1 3 1+C4+3+C4+1 3 1+C4+3+C4+1 4 1+C4+g+C4+1 3 1+C5+4+C5+1 ✓.J. 1pH7/1f p E NO CHANGE7H/8SHEET 5OGY � rg:m7T- 6120111 ADDED II NOTE. 1afN�o. eoxLFt 92 NOKOMIS. FL 34274 F.K. TABLE4, SELECTVALUESDUE7 RCAP ADJ. Oman F.K N 2/28/O6 J.J. o oe 9/29/06 [7/,�J7jy $RtGET ANCHOR QUANTITIES XOX 113.1/3-1/3 WINDOWS TABLE 6 NOTES: GLASS TYPES A,B,G,H GLASS TYPES C,D,E,F,I,J,K, L ANCHOR TYPE 1. ANCHOR TYPES: 2.3. WOOD 2, CONC 1, CONC 2,3, WOOD 2• CONC 1, CONC & SUBS7RATE 1 -1/4" ELCO TAPCONS 2 -1/4" ELCO SS4 CREPE -FLEX 3 - #12 STEEL SCREWS (G5) m 2. GLASS TYPES: p g A. 5/16- LAMI - (1/8" A,.090, 1/8" A) FOR INSTALLATION IN THE HVHZ ABOVE 30 B. 5/1W LAMI - (1/8" A,.090, 1/8" HS) FT, GLASS TYPES G - L SHALL HAVE A 2 C. 6/16" LAMI - (1/8" HS,.090,1/8" HS) TEMPERED I.O. GLASS CAP. BOTH THE DP AND ZONES ZONES ZONES ZONES ZONES ZONES WINDOW SIZE W H HEAD &SILL m HEAD'& SILL g HEAD &SILL co m g HEAD &SILL m HEAD &SILL m HEAD & SILL 46.000x 38.375 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+02+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 48.ODO 50.625 3 D. 7/16" LAM] - (3/16" A,.090, 3/16" A) ANCHOR QUANTITY REMAIN UNCHANGED. 3 E.7/16"LAMI -(3/16"A,.090,3/18"HS) F. 7/16" LAMI - (3/18" HS,.090, 3/16" HS) 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 1+C2+1+C2+1 3 I+C2+1+C2+1 3 1+C2+1+C2+1 3 1-kC2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 i+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 54.000 3 G. 13/16" LAMI IG -1/8" OR 3/18" A (MIN.), 5/16" OR 318" SPACE, 6/16" LAMI - (1/8" A,.090,1/8" A) 60.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 H.13/16" LAMI IG -1/6" OR Wig' A (MIN.), 6/16" OR 3/8" SPACE, 5116" LAMI - (1/8" A,.09D,1/8° HS) 63.000 3 I. 13/16" LAMI IG -1/8" OR 3/16" A (MIN.), 5/16" OR 3/8" SPACE, 5/16" LAMI - (118" HS,.090, 1/8" HS) J. 13/16"LAMI IG -1/8" OR 3/16" A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI=(3116" A,.090, 3/16" A) 2 K. 13/16" LAMI IG -1/8" OR 3/16" A (MIN.), 3116" OR 1/4" SPACE, 7/16" LAMI - (3/16" A,.090, 3/16" HS) 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+02+1 3 1+C2+1+C2+1 3 1 1+C2+1+02+1 3 1+C3+1+q+1 53.125 x 38.375 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1-tC2+1+C2+1 3 i+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 48.000 3 L. 13/16" LAMI IG -1/8" OR 3/16" A (MIN.), 3N6" OR IIN' SPACE, 7/18" LAMI - (3116" HS,.090, 3H6" HS) 50.825 64.000 3 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 3 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 1+C2+1+C2+1 3 1+C2+1+02+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+q+1+C3+1 60.ODO 3 63.000 3 HEAD & SILL: 10112" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE 2 25 3/4" MAX. FROM CORNERS JAMBS: W MAX. FROM CORNERS AND 221/2" MAX. O.C. 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 60.000x 38.375 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 i+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1 1+C2+1+C2+1 3 1+C2+1+C2+1 48.000 50.626 3 TABLE KEY: 3 X O X 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1'3 1+C2+1+C2+1 54.ODO 3 1+C3+1+C3+1 3 ANCHOR QUANTITY PER JAMB 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1402+1+C2+1 3 1+C3+1+C3+1 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 W-WO 3 63.0DO 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+03+1+C3+1 3 1+q+1+C2+1 3 1+C3+1+C3+1 3 HEAD AND SILL ANCHOR QUANTITIES 2 A CLUSTER OF IN) ANCHORS CENTERED ON EACH MEETING RAIL PLUS (1) 3 ANCHOR AT EACH OPERABLE VENT 66.000x 38.375 48.000 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 60.626 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 PLUS (1)ANCHORS AT FIXED SECTION. 54.000 3 (9) ANCHORS TOTAL AT HEAD AND SILL. 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1 1+C2+1+C2+1 3 1+q+1+C3+1 60.000 63.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C2+1+C2+1 3 1+q+1+q+1 3 (3" MIN. O.C. ANCHOR SPACING) 3 2 f---}-25 314" MAX. 1+C2+i+C2+1 3 1 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 74.000x 38.375 1+C2+1+C2+1 2 1+C2+1+C2+1 2 i+C2+1+C2+1 2 1+C2+i+C2+1 2 1+02+i+C2+1 2 1+C2+1+C2+1 48.ODO 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+q+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 50.625 3 J- 64.000 3 9"REF. X O X 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+03+1+C3+1 60.000 1+C2+1+C2+1 3 1+C2+i+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 83.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+q+1 3 1+C3+1+C3+1 3 1+C2+1+C2+1 3 1+q+1+C3+1 3 PRODUCT REVISED MTG. RAIL, TYP. as emnplying.rllh U1v Plodda gCalc 3 EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS°n we 2 �11 3 (SHOWN IN TABLE KEY ABOVE) 84.000x 38.375 48.000 60.625 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 2 1+C2+1+C2+1 1+C2+1+C2+1 3 1+C2+1+C2+1 3 i+C2+1+C2+1 3 1+C2+1+C2+1 3 1+02+1+C2+1 3 1+C3+1+C3+1 1+C2+1+C2+1 3 1+02+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 64.0D0 3 ado R` ntro i+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+q+1 3 1+C3+1+C3+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 60.000 3 26 3/4" MAX. 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+q+1 3 1+C3+1+C3+1 4 1+C3+1+C3+1 3 1+C3+1+03+1 63.000 4 1/2 TYP. iI3"MIN, 1U 111/1 2 LYNN 3 9' R_ E�' X O X ���`�a��� �CENgFi<<Ct'p 3 Ir ' C. 3 * No.58705 * s 1+C3+1+C3+1 3 1+C2+1+C2+1 3 1+C3+1+q+1 3 1+C3+1+C3+1 4 1+C3+1+C3+1 3 1+C4+1+C4+1 86.437x 38.375 48.00D 50.625 54.000 1+C2+1+C2+1 2 7+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 2 1+C2+1+C2+1 1+C2+1+C2+1 1+C2+1+C2+1 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 i+C2+1+C2+1 3 1+C3+1+q+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1 1+C3+1+q+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1 1+C2+1+C2+1 3 1+C3+1+q+1 3 1+C3+1+03+1 3 1+C3+1+C3+1 60.000 _z 4 MTG. RAIL,TYP . - 1+C2+1+C2+1 3 1+C2+1+C2+1 1+ 3 C3+1+q+1 3 1+C3+1+C3+1 4 1+C3+1+C3+1 3 1+C4+1+C4+1 63.00D a EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS q: �• �- �A •' . CCI- �O�'., STA F -�- ANCHORAGE SPACING XOX 113-1/3-113 �� '•: cCORIOP. •'' •\� "ft �'ss/ON..... ;T ALUM. HORIZONTAL ROLLER WINDOW, IMPACT AL 1+C3+i+C3+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 4 1+C3+1+C3+1 3 1+C4+1+C4+1 J.J. 10/f7/1f E NDC' MGETHIS SHEET 1070 TECHNOLOGY NOKOMIS, FL 34275 ORNE P .J.R B/ZO/11 D ADDED IGCAPTOBETEMPERED +90FTNOTE. x 01. C UPDATE TABLE5, SELECT VALUES DUE 70ANCHOR CAP. ADJ. '� VC+fblyBetter F.K. 4/16/07 P.O.SOx 1529 NOKOMIS,FL34274 1111 t t11��` a NTS 9 a i1 R�4127-f0 E atvPeA%05,P.E. �FK. 2/2B/08 3/23/OB GLASS TYPES A,B,G,H GLASS TYPES C,D,E,F,I,J,K, L ANCHOR TYPE 2,3, WOOD 2, CONC 1, CONC 2,3, WOOD 2, CONC 1, CONC & SUBSTRATE ZONES ZONES ZONES ZONES ZONES ZONES WINDOW SIZE CO)�i �j m 0� m 0� Im 0� ��N W_ V H x 0 � x c0 } x -a < x c6 � x o�y ' x a7 37.000x 38.376 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2- 1+C2+1 2 48.000 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 60.625 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 9 54.0' 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 60.0. 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 63.000 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 48.000 x 36.375 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 48.000 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 50.625 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 54.000 1+C2+1 3 1+C2+1 3 1+03+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 60.000 1+C3+1 3 1+C2+1 3 1+C3+1 3 1+C3+1 3 1+C2+1 3 1+C3+1 3 63.000 1+C3+1 3 1+C2+1 3 1+C3+1 3 1+C3+1 3 1+C2+1 3 1+C3+1 3 53.125 x 38.375 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 48.000 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 50.625 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 54.000 1+C3+1 3 1+C2+1 3 1+C3+1 3 1+C3+1 3 1+C2+1 3 1+C3+1 3 60.000 1+C3+1 4 1+C2+1 3 1+C3+1 3 1+C3+1 4 1+C2+1 3 1+C3+1 3 63.000 1+C3+1 4 1+C3+1 3 1+C4+1 3 1+C3+1 4 1+C3+1 3 1+C4+1 3 60.000 x 38.375 1+C2+1 3 1+C2+1 2 2+C2+2 2 1+C2+1 3 1+C2+1 2 2+C2+2 2 48.000 1+C2+1 3 1+C2+1 3 2+C3+2 3 1+C2+1 3 1+C2+1 3 2+C3+2 3 50.625 1+C3+1 3 1+C2+1 3 2+C3+2 3 1+C3+1 3 1+C2+1 3 2+C3+21 3 54,000 1+C3+1 4 1+C2+1 3 2+C3+2 3 1+C3+1 4 1+C2+1 3 2+C3t24� 60.000 1+C3+1 4 1+C3+1 3 2+C4+2 4 1+C3+1 4 1+C3+1 3 2+C463.000 1+C3+1 4 1+C3+1 3 2+C4+2 4 1+C3+1 4 1+C3+1 3 2+C4 66.000 x 38.375 2+C2+2 3 1 1+C2+1 2 2+C2+2 3 2+C2+2 3 1 1+C2+1 2 12+C2+21 3 48.000 2+C2+2 4 1+C2+1 3 2+C3+2 3 2+C2+2 4 1+C2+1 3 2+C$+2 3 50.625 2+C3+2 4 1+C2+1 3 2+C3+2 3 2+C3+2 4 1+C2+1 3 2+C3+2 3 54.000 2+C3+2 4 1+C2+1 3 2+C3+2 4 2+C3+2 4 1+C2+1 3 2+C3+2 4 60.000 2+C3+2 4 1+C3+1 3 2+C4+2 4 2+C3+2 4 1+C3+1 3 2+C4+2 4 63.000 1+C3+1 4 1+C3+1 3 2+C4+2 4 2+C3+2 4 1+C3+1 3 2+C4+2 4 74.000 x 38.375 2+C2+2 3 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 2 2+C2+2 3 48.000 2+C3+2 4 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+C2+2 3 2+C3+2 4 50.625 2+C3+2 4 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+C2+2 3 2+C3+2 4 54.000 2+C3+2 4 2+C3+2 3 2+C4+2 4 2+C3+2 4 2+103+2 3 2+C4+2 4 60.000 2+C3+2 4 1+C3+1 3 2+C4+2 4 2+C3+2 5 2+C3+2 3 2+C4+2 4 63.000 2+C3+2 4 1+C3+1 3 2+C4+2 4 2+C4+2 5 2+C3+2 4 2+C4+2 5 NOKOMIS. FL 34276 ()qp, qp,/ P.O. BOX 1520 NOKOMIS. FL 34274 NOTES: 1. ANCHOR TYPES: 1 -1/4" ELCO TAPCONS 2 -1/4" ELCO SS4 CRETE-FLEX 3 - #12 STEEL SCREWS (G5) 2. GLASS TYPES: A. 6116" LAMI - (1/8" A,.090,1/8" A) FOR INSTALLATION IN THE HVHZ ABOVE 30 B. 5111V LAMI - (1/8" A,.090,1/8" HS) FT, GLASS TYPES G - L SHALL HAVE A C. 5/16" LAM[ - (1/8" HS,.090, 1/8" HS) TEMPERED I.G. GLASS CAP. BOTH THE DP AND D. 7/16" LAMI - (3/16" A,.090, 3/16" A) ANCHOR QUANTITY REMAIN UNCHANGED. E. 7/18" LAMI - (3116" A,.090, 3/16" HS) F. 7/16" LAMI - (3/16" HS,.090, 311V HS) G. 13/16" LAMI IG -1/8" OR 3/16" A (MIN.), 5/18" OR 3/8" SPACE, 6/16" LAMI - (1/8" A,.090, U8" A) H. 13116" LAMI IG -1/8" OR 3/16" A (MIN.), 6/16" OR 3/8" SPACE, 5116" LAMI - (10 &.090,1/8" HS) I. 13/16" LAMI IG -1/8" OR 3/16" A (MIN.), 5/18" OR 31W SPACE, 5116" LAMI - (1/8" HS,.090,10 HS) J. 13/16" LAMI IG -1/8" OR 3/16" A (MIN.), 3/16" OR 1W SPACE, 7116" LAMI - (3/16" A,.090, 3/18" A) K. 13/16" LAMI IG -1W OR 3116" A (MIN. 3/16" OR 1/4" SPACE, 7/18" LAMI - (3/16" A,.090, 3/16" HS) L. 13/16" LAMI IG -1/8" OR 3/16" A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16" HS,.090, 3/16" HS) 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. HEAD & SILL: 101/2" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 18 3/4" MAX. FROM CORNERS. JAMBS: W MAX. FROM CORNERS AND 221/2" MAX. O.C. TABLE KEY: 0 X 2+C3+2 3 ANCHOR QUANTITY PER JAMB HEAD AND SILL ANCHOR QUANTITIES A CLUSTER OF (3)ANCHORS CENTERED ON THE, MEETING RAIL PLUS (2) ANCHORS AT OPERABLE VENT AND FIXED SECTION. (7) ANCHORS TOTAL AT HEAD AND SILL. (3" MIN. O.C. ANCHOR SPACING) 18 3/4" MAX. --�{ 1---3" MIN. 9" REF. X_ 0 �TG. RAIL PRODUCT REVISED as omnplynlg with 810 Florida Building Colo EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS ncceptenoo No (SHOWN IN TABLE KEY ABOVE) 13X °'6 • M[aad ODa da 18 3W MAX. 1/2" TYP. If•3" MIN. I l l l l l 9" REF. X O N.LYNN v/4 •7- - `` ��. ' VIGENS,c'•.�c�,p 1 MTG. RAIL * ' No. 58705 •' * ` EXAMPLE CLUSTER W! QTY. OF (4) ANCHORS = o ""''� . o :�J :, F ' ,��Tft ANCHORAGE SPACING, OXANDXOW(NDOWS. o�`�:'•. coRloP.•'G��� 3T ALUM. HORIZONTAL ROLLER WINDOW, IMPACT '%ss/aINALl CitIC'I �" mmrM"' R"'' nLYNN �(I�LERIP,B HR710 NTS 10 a 11 4127-10 E P.Ex 83703 1 3/4" MIN. E.D. TYP. MIN. KSI 2x WOOD BUCK, CONCRETE .• + NOTE 3 Ix WOOD �� ' ••:�: NOTE 1 ' '• v• BUCK, I NOTE 3 1 — 1! MAX. SHIM CONCRETE WOOD ANCHOR, ANCHOR, NOTE 1 DETAIL A NOTE 2 DETAIL. B TYPICAL FLANGE FRAME HEAD SECTIONS NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI•DADE COUNTY APPROVED 1/4" ELCO TAPCONS EMBEDED 1 3!8" MIN. OR 1/4"SS4 CRETE-FLEX EMBEDED 1 3/4" MIN.. MINIMUM DISTANCE FROM MIN. ANCHOR TO CONCRETE EDGE IS 1 3/4". FLATHEAD ANCHORS MUST BE #12 TRIMFIT HEAD. 2. FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY, USE #12 STEEL SCREWS (G5) OR 1/4" SS4 CRETE-FLEX WITH #12 TRIMFIT HEAD. 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS 1/ THAN 1 I/2". lx WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. MAX. WOOD BUCKS DEPICTED AS 2x ARE 1 1i2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD SHIM BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063-T5 AND A MINIMUM OF 1/8" THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ANCHOR TYPE 2 MAY BE USED. 19, MAX, 5. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER SHIM 1 WIT 1/4" MAX. SHIM 1 1/4" MIN DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE. MIN. r' (1.5 KSI CMU) OR PER NOTE 1 U O (3.4 KSI CONCRETE) WOOD CONCRETE ANCHOR, NOTE 2 ANCHOR NOTE 1 . . 1 3/4' a EXTERIOR INTERIOR �% 4 ;MIN. E.D (HEAD $ SILL DETAILS A, B, C, D G & H) TYP. 2x WOOD BUCK, NOTE 3 IxWOOD BUCK, NOTE 3 4 SEE NAILIN( DETAIL E INTERIOR DETAIL F (JAMB DETAILS E, F & 1) TYPICAL FLANGE FRAME JAMB SECTIONS EXTERIOR 15 CONCRETE WOOD ANCHOR, ANCHOR, NOTE 1 %- NOTE 2 1/4" 1/4` SHIM MAX. SHIM 3 -[MAX. '•..i., .�' SEE NOTE 1 1 3!8 MIN. NAILING 11 1 3/4" MIN. MIN. 3.4KS�r E.D.TYP. CONCRETE 2x WOOD DETAIL C BUCK, DETAIL D NOTE 3 TYPICAL FLANGE FRAME SILL SECTIONS NOKOMIS, FL34275 P.O. BOX 152E NOKOMIS. FL 34274 DETAIL H (HEAD) NAILING .131 DIA. MIN. x 21/2" NAIL AT CORNERS AND 5" O.C.;SEE PRODUCTREVISED ns complying with tho Florida TYPICAL DETAILS G, H & I. IIuBdingCodo Aueptanw No ()4. /� Miaml ade Pmdud Cmhn /11111111 NAILING \��� oNy LYNN DETAIL G (SILL) DETAIL 1 (JAMB) ` *:. No. 58705 TYPICAL INTEGRAL FIN FRAME SECTIONS 'j s. f, P. ANCHORAGE DETAILS '��� •. FTA Tm � ALUM. HORIZONTAL ROLLER WINDOW, IMPACT ��,, �NA1j1�1�� a LrP E 05 P.E. •r C„W1NM,t HR710 amM: Half 4bat 11 11 fkMoha 4127_10 f3c E lih® MIAMI—DADE 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) www.miamidade.govleeonamv PGT Industries 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 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 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. 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 "PW 701/ 720/ 820" Aluminum Fixed Window — L.M.I. APPROVAL DOCUMENT: Drawing No. MD---720-820, titled "Series Fixed Window Installation Guidelines", sheets 01 through 10 of 10, dated 07/14/03 with the latest revision dated 07/01/13, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P. R., bearing the Miami --Dade County Product Control Section Renewal 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 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 revises and renews NOA No. 11-1110.15 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.13-0502.03 Expiration Date: February 19, 2019 Approval Date: Julyl8, 2013 Page i PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. MD-720-820, titled "Series Fixed Window Installation Guidelines", sheets 01 through 10 of 10, dated 07/14/03 with the latest revision dated 07/01/13, prepared by manufacturer, signed and sealed 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 aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTLl--7212, dated 03/21/13, signed and sealed by Marlin D. Brinson, P. E. 2. 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 aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTLr3835 and FTL--3850, dated-07/18 and 31/03, all signed and sealed by Joseph C. Chan, P. E. (Submitted under previous NOA No. 03 1105.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, prepared by manufacture, dated 04/29/13, signed and sealed by Anthony L. Miller, P. E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). r - Jaime D. Gasco , P. E. Product Control Section Supervisor NOA No.13--0502.03 Expiration Date: February 19, 2019 Approval bate: July18, 2013 E-1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No.13-0129.27 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite0 PVB Interlayer" dated 04/11113, expiring on 12111/16. 2. Notice of Acceptance No.11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGIas® Interlayer" dated 08/25/11, expiring on 01/14/17. 3. TREMCO Part No. TR-14271E EPDM exterior glazing gasket complying with the following: a) ASTM C864 Specification for Dense Elastomeric Compression Seal Gaskets, Setting Blocks, and Spacers with Option II exceptions. b) ASTM D412 Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers—Tension of 1600 PSI. c) ASTM D395B Test Methods for Rubber Property —Compression Set for 22 HRS 158°F. d) ASTM D 624 Test Method for Tear Strength of Conventional Vulcanized Rubber and Thermoplastic Elastomers of 143 lb/ in. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 2010, issued by manufacture, dated 04/29/13, signed and sealed by Anthony Lynn Miller, P. E. 2. Statement letter of no financial interest, issued by manufacture, dated 04/29/13, signed and sealed by Anthony Lynn Miller, P.E. 3. Laboratory compliance letter for Test Report No. FTL-7212, dated 03/21/13, signed and sealed by Marlin D. Brinson, P. E. 4. Proposal issued by Product Control, dated 07/26/12, signed by Jaime D. Gascon, P. E. 5. Laboratory compliance letter for Test Reports No.'s FTL-3835 and FTL-3850, dated 07118 and 31/03, all signed and sealed by Joseph C. Chan, P. E. (Submitted under previous NOA No. 03 1105.01) G. OTHERS 1. Notice of Acceptance No.11-1110.15, issued to PGT Industries for their Series "PW- 701 Aluminum Fixed Window - L.M.I." approved on 02/02/12 and expiring on . 02/19/14. Jaime D. Gascon, Product Control Section Supervisor NOA No. 13-0502.03 Expiration Date: February 19, 2019 Approval Date: July18, 2013 E --- 2 GENERAL NOTES: SERIES 720/820 IMPACT -RESISTANT FIXED WINDOW 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. FOR INSULATED GLASS INSTALLATIONS ABOVE 39 IN THE HVHZ, THE OUTBOARD LITE (CAP) MUST TEMPERED. 3) FOR MASONRY APPLICATIONS IN MIAMI-DARE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE. 4)ALL WOOD BUCKS LESS THAN 1-1/2-THICK ARE TO BE L CONSIDERED 1X INSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. _ WOOD BUCKS DEPICTED AS 2X ARE I.1P2' TICK OR 12' MAX• GREATER. IX AND 2X BUCKS (WHEN USED) SHALL BE O.C. DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER, (EOR) OR - ARCHITECT OF RECORD, (AOR). 5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE ' BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT EMBEDMENT. NARROW JOINT SEALANT IS USED 1 ON ALL FOUR CORNERS OF THE FRAME. INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND MAX THE SCOPE OF THESE INSTRUCTIONS. 6) MAX. 1/4' SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS, BY OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. 7) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON STRUCTURALICYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300-09. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL/ CYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300-09. 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33.11311. STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 9) REFERENCES: TEST REPORTS FTL-0835, 3850 & 7212; ELCO ULTRACON NOA; ELCO CRETEFLEX NOA; ANSIIAF&PA NOS FOR WOOD CONSTRUCTION - (2005)AND ADM ALUMINUM DESIGN MANUAL • (2005). 10) THE 720 SERIES USES A PVB INTERLAYER, THE 820 SERIES USES AN SG INTERLAYER. THE 720AND 820SERIES MAY ALSO BE REFERRED AS THE 701 SERIES. DESIGN PRESSURE RATMG IMPACT RATING VARIES, RATED FOR LARGE & SMALL SEE SHEETS 2.5 MISSILE IMPACT RESISTANCE 48' TIP -TO -TIP WIDTH - 47' BUCK WIDTH 48' BUCK WIDTH 48' BUCK WiDT _ 44-1/4' VISIBLE {�. 45-1/4' VISIBLE - 45.1/4` VISIBLE LIGHT WIDTH I LIGHT HE WIDTH LIGHT WIDTH 8' MAX F, SHEET , 2'MAX. B, SHEET 6 6' D, SHEET 7 H, SHEET 9 A 95"O I C E, SHEET 8 1 E, SHEET 8 SHEETS BUCK SHEET? SHEET? G. SHEET9 i G, HEET9 88' HEIGHT I BUCK —(— HEIGHT ----'— 92-1/4' � —j--- _--- 7-------- 93.1/4' VISIBLE 12' MAX. VISIBLE i VISIBLE 6' LIGHT' LIGHT O.C. VISISLE MAX. I HEIGHT 96' "-[— i / LIGHT O.C. i / HEIGHT i HEIGHT -7t— 96' i BUCK TIP -TO i TIP 1 HEIGHT HEIGHT 8 �— 12' MAX. O.C. MAX. ET~{ Imo— tY MAX. O.C. 2' MAX F, SHEET 8 SHEETS H,SHEETB 1+— 6' MAX. O.C. TYP. FLANGED FRAME TYP. EQUAL -LEG FRAME TYP. FIN FRAME ELEVATION ELEVATION (TESTED UNIT) ELEVATION (TESTED UNIT) (TESTED UNIT) GUIDE TO SHEETS: GENERAL NOTES ............ _.......... I ELEVATIONS ................................ 1 GLAZING DETAILS ._............ _...... 2-5 DESIGN PRESSURES .................. 25 INSTALLATION, FLANGE ............. 6 INSTALLATION, EQUAL -LEG....... 7 INSTALLATION, INT. FIN A...........8 INSTALLATION, INT. FIN B...........9 CORNER ASSEMBLY ................... 10 EXTRUSION PROFILES................10 PARTS LIST ................................._ 10 TABLE 1: FIGURE 1: 12' O.C. MAX. MAX. / 6' MAX. T " Desailption Sheet 1 7116' Laml 3116' An -.090' PVB - 3116' HS 2 2 7116"Lemi 3116'HS-.09U'PVB -3/1V HS 2 3 1-1116'Laml.[G 116'T-7/16"Alr-3118'An-.090'PVB-3116"HS - 3 4 1-1116-Laml.IG 3116"T-7116'Air-311WKS-.090"PVB-3116'HS 3 5 7H6' Laval 3116" An -.090' SG - 3/16' An 4 6 7/16" Laml 3/16' HS -.090' SO.3116' HS 4 7 14118'Laml.l0 31%"T-7116"Air-3116'An-.090"SG-3/16'An 5 6 1.IMS'Laml. IG 3116'T. 7116"Alr.3116' HS-.090"SG-3/16'HS 5 'SG'='DUPONTO SENTRYGLAS INTERLAYEW BY E.I. DUPONT DENEMOURS & CO., INC. SHAPES AS SHOWN BELOW OR SIMILAR, MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 25. ANCHOR SPACING TO BE 6' MAX. FROM CORNERS AND 12' O.C. MAX. FOR ALL CURVED FRAME MEMBERS. SEE FIGURE 1, THIS SHEET. —WIDTHWIDTH WIDTH WIDTH --I I---- ----(� ____1 0-- -firLL116J I+ WIDTH =i WIDTH WIDTH --i I-- WIDTH +I W a WI I E m1L r, WIDTH =i }r' WIDTH ­4 WIDTH --{ WIDTH --I ai I _ 3: z l I = 1 1 1 1 M Y N � o� a o,op O N ON ;eA d ya l O J m J oo Z re N ti Z a:LL w 0 uMu+p rL. F z m Y Z p7na o �> O �znz�' Z S Q LL ® �LU Z 05 � iaa4S N O O Z Z Z a,oas NN w z ^� dd LL a011 'asap saNeS ��```��N•l``ENN jt11(e$�/��i �vC E -k !t Na.58705 Ila eazjl� rit ���itv '•.. FLORO"•'�C�\� A. LYNN MILLER, P.E. REA 58705 TABLE 2: Window Design Pressure (+/-, psf) for Glass Type 1 Lmg Side (in) 67-718 72 78 80 64 88 92 95 100 104 169-112 +1.80 0.80 +1-80 +1.80 +/80 +l•80 +/a +1.80 +/-80 +/•80 +/-80 +1.80 +/-80 +/-60 +1.80 +/80 +/-80 +1.00 +1-80 +150 +1•110 +/-60 +/.80 +l50 +/.SD +/-60 +/80 +1-80 +/-80 +1.80 480 +/-79.8 +1.79.4 +l-80 +f-80 +/-80 +1.80 +f80 +/-60 +/-79.7 +1-77.2 +1-75.1 +1.73.4 +1.72.2 +/80 +/-80 +1-80 +1-80 +/80 +1.78.1 -1.75.2 +1-725 +1.703 +/88.5 +156.3 +/80 +1-8D +1-80 +1.79.8 +/-77.2 +/•74.3 +T71.3 +1.67.9 +/85.1 +/.63.4 +1411.6 +l.60 +1.80 +1.80 +1-77.4 +1-74.3 +1.71.3 +1-68.2 +l•64.7 Otte +IS9.8 +1-58.2 +1-80 +1-80 ♦/-78.9 +1.75.4 +/-72.1 +1-68.9 +/.65A +I-622 +159.7 +157.5 H-80 +/•80 +1-77.2 +1-73.8 +1-70.1 +1568 +1-63.5 +1.60.3 +157.7 J +1.80 +1-79.3 +/-75.6 +1-71.9 ♦/-68.3 +/.649 +1-61.5 +1582 +1.80 +/•T7.5+/•74.1 +l-T0.3 +/-68.7 +1-63.1 +/•597 +1-79.1 +/-75.6 +1-72.4 rl•68.8 +/.65.1 +1-61.5 +1-77.4 +1.73.8 +1-70.5 +1-07.3 +1-63.5 +1.75.8 +/-72 +base +1-65.3 +/.74.2 +l-70.3 +/-66.8 +/-727 +l-68.7 +/-85 +/-71.2 + +1-69.7 ./-65.5 +f-86.3 1 +1-07 7/16' LAMINATED GLASS STACK 9C 3. 3/16' ANNEALED GLASS -T USED AT CURV FRAME MEMBERS ON @ 11-718- O.C. M NOTES: 1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT 1- FROM THE TIP -TO -TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. TABLE 3: Window Design Pressure (+/-, psf)forGlass Type 3 Long Side (in) 67-7/8 72 76 80 84 as 92 96 10D 104 109.112 30 -1-60 0-80 +/-80 +/-80 +180 +1.80 +/AD +/-00 +/a +/-00 +1.80 32 +/.80 +l•80 +/-80 +1-80 +J-60 +1.80 +/•80 .1.80 +1-80 +J-80 +1-80 34 +/-80 +1.80 +/.80 +/410 +180 +1-80 +1-60 +1.80 +J-80 +1-80 +1.80 36 +/-80 +1.80 +1.80 +/•80 +J80 +1•80 +1-00 +1-80 +1-00 +Teo +1-65 38 ♦1.80 +/-80 +1-80 +1-80 +1-60 +1-80 +!•80 +150 +1.79.4 +1.76.4 +/.74.3 40 +l-60 +bee +1.80 +1-60 460 +1•60 +/80 +1-76.7 +1.73.5 0-70.9 +159 42 +l•80 0-80 +1-80 +180 +180 480 +1-77 +1-73.1 0-69.6 +/-56.9 +1-65.2 44 +l-80 +/.80 +1-60 +180 +f80 +1-77.8 +/-74.1 r1•70.3 +187.5 +183.9 € 46 +/80 60 .1-80 +180 +1-79.2 +1-75.4 +1.71.7 +18s.1 485.1 0 48 +l-BO 80 .l410 +J-80 +1•77.2 +I-73.3 r/$9.5 +l$58 � 50 +f80 30 +1$0 +1.79.4 +1.75.3 +1-71.3 +/87.5 52 +1•80 +180 +/-77.7 +1-73.5 +l59.5 54 +1.80 80 +/•79.6 +1.76 +/-71.8 58 +1.80 14/.80 80 +/-77.5 +1.73.8 58 +/-60 9.4 +/•75.460 +/80 7.6 +l-73.562 +1.80 5.8 64 +/.78.874 66 +1-77.z 87-7/6 1 -1.74.9 EXT GLASS TYPE 1 PVBINTERLAYER HEAT STRENGTHENED GLASS SITE T LONG SIDE f SHORT SIDE I LONG SIDE SHORT SIDE L TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. 1.1116, NOM. ..� GLASS STACK 7/16' LAMINATED i �i i-r- GLASS STACK STRENGTHENEHEAT D GLASS -►� SHORT 3118' TEMPERED GLASS SIDE 7/16' AIR SPACE USED AT CURVED FRAME MEMBERS ONLY Q 11-7/8- O.C. MAX NOTES: 1) BUCK DIMENSIONS SHOWN, FOR FLANGED WINDOWS, SUBTRACT 1- FROM THE TIP -TO -TIP DIMENSION TO DETERMINE THE SUCK DIMENSION. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS. FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. EXTERIOR a GLASS TYPE 3 - 3/16' ANNEALED GLASS T 090' PVB ` INTERLAYER I} LONG 618, SIDE GLASS BITE - 13 j -SIDE SIDE PRODUCTRUNEWED m complylag w(dt the Florida �ulld(ng Code 2� gAoeeptenec No J / /Date D Mlemf Dade'.d. Comm z N i; z v Y U) ^a� a O oIn ti W u OJ r5j W co --r N o J °' $ z ire t. z LL to LL to W -.10 C, �UIU_ XN d 0 I- Z O nN a0 W Yj J/AO Q> Op Z f7 �z az F fn o J CV Q z � 7aa45 � � 7 O fp Z Q ulnas O 'Y z NN n w as aglt rose0 sauag 1LYNN 4,,, ����•'.,\ENSF G'•�F�Q i ` No. 5B705 *'= ' ��� ►3 Luz- 0 S. E A. LYNN MILLER. P.E. TABLE 4: Window Design Pressure (+/-, pso for Glass Types 2 & 4 L0n9 ME TV 67-7/8 1 72 76 60 84 Be 92 98 100 1 104 109-112 1 112 118 1 120 124 128 132 13s 140 144 30 +/•80 +/-80 +/•80 +/.80 +b8o +/•80 +1.80 +1-60 +1-80 +1.80 +/•80 +/-80 +1.80 +/.80 480 +1-80 0-80 +/•60 +/80 +1.80 32 ♦1.80 +/•80 0.80 +1-80 +1-80 +/-80 +1-80 +/.80 +1•60 +1.80 0-80 +/.80 +1-80 +/-80 ♦1-80 +1.80 +1450 H-80 +bW 34 +1-80 +1-80 N•80 +1.80 +/-80 +1-80 +1-80 +1.80 +boo ♦/-80 +/•80 0.110 . +1.00 +/-80 +/-8) +/-80 +/-80 38 +1.80 +/-Bo +/-80 +/.80 +1-80 +/.80 +1.80 +/.80 +/-80 +1-80 +/.80 0-80 +I.80 +/.so +bee +1-80 38 +/-80 +/-80 +/-80 +/•80 +1-80 +/-60 +1.80 +boo +/-60 +1.80 +/-80 +1.80 0.80 +1.80 40 -boo +1-80 +1.80 +1-80 +1-00 +1.60 +/-80 +1.80 +1.60 +/•80 +1.80 +1.80 az +/-so 0-80 +1-80 a -BD +/-60 +l-so +/-eo +1-60 0-e0 +1-80 +/-6o 44 +1-80 +1-80 +1.80 +1-80 +1-60 +l-so +1.80 +I.80 0-80 +1.80 46 +1-80 +1-80 +1-80 ./.so +boo +1-80 +1-80 +1-80 +1-80 �i 48 +/e0 +l-80 +b8o +/-80 +1.80 +/.80 +1-80 +1.80 C 50 +1.80 +/•80 +1-80 +ISO +/-60 +/-80 +1.80 E 52 +1•80 +/•BD *I.80 +!$0 +/-80 +1-79.1 N 54 4b80 +/-80 +/-80 +1-80 +1.78.6 56 +4B0 +1-80 +/-80 0-79.1 58 +/-80 +1.80 +/•80 60 H-80 0-60 +1.79.3 62 +/-Bo +/-80 64 +/-80 +/-80 s6 +/-80 67-7/0 1 +/-80 NOTES: 1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT 1' FROM THE TIP -TO -TIP DIMENSION TO DETERMINE THE BUCK DIMENSION, 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 1-1/16' NOM. _ 7/16' LAMINATED L� GLASS STACK 7/16' LAMINATED . GLASS STACK I_ GLASS STACK .090' PVB INTERLAYER 3116- TEMPERED GLASS 3/16' HEAT STRENGTHENED GLASS 3116' HEAT 3/16" HEAT STRENGTHENED GLASS 3/16' HEAT STRENGTHENED GLASS STRENGTHENED GLASS 7/16' AIR SPACE .060' PVB INTERLAYER 4 11 11 5 USED AT CURVED USED AT CURVED FRAME MEMBERS ONLY 29 SS FRAME MEMBERS ONLY 29 S' ® 11-7/8' O.C. MAX. GLASS BITE Q 11-7/0' O.C. MAX. S GLASS BITE 1-3 1-3 EXTERIOR EXTERIOR a 20 13 �- 22 21 13 GLASS TYPE 2 GLASS TYPE 4 TABLE DIMENSIONS MAY BE } ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. LONG SIDE f~ LONGSIDE SHORT SIDE I-�SHORT SIDE �- LONG SIDE -� SHORT y SIDE f� j LONG SIDE SHORT SIDE K N K ro z W c� 52 > zq ''^as o U N a °0 0 (VO 0 `V N N O°� $ z As n Z= ILLLL O W _0 LLF W Z I go C) go c� 00 �i cmO z Ii Z ... 0 W LL 3 0 LU leaVS 07 O t!) Z Zaloag OF 3 Z gW � x Lou ❑ a01 '_" saua5 l-YNNIbf/�� N0. 5B705I. ,�S A G'F i0.t`�'• FLORIOP.•��y=: NAL A. LYNN M9.LER, P.E. RE.q 58705 TABLE 5: Window Design Pressure (+/•, psf) for Glass Type 5 Long Sida (1n) 6/-718 72 76 80 84 Be 92 96 100 104 109-112 30 +901-125.4 +901.120 +901-115.5 +96'-111.5 ♦901-108.5 ♦901-100 +901-104.5 +901-103.5 +900025 +901-100.7 +90'-97.9 32 +901-110.9 +99-110.8 +901-105.3 +90'-101.6 +gD/-98.7 +901-95.7 +W/-92.3 +901-90.6 +90/-90.3 +/-89.9 +/-89 34 ♦901.108.9 ♦901-103 +901-98.8 +90•-95.1 +90/-91.8 +/882 +1-84.4 +1.81.5 +180.1 +1-79.8 +1-79.4 36 +901-102.6 +90'-97.1 +901-928 +/-88.9 +/-85.5 +1.826 +1-79.7 -1.77.2 +/-75.1 +1-73.4 +/-72.2 38 +901-98.4 +901.92.2 +/-80.7 +1.83.2 +1.80.7 +/-78.1 +1-75.2 +1-725 +/-70.3 +/-68.5 N-66.3 40 +901-94.0 +/-88.2 +1-82.6 +/-79.8 +1.77.2 -1.74.3 +/-71.3 +/-67.9 +/55.1 +/-63.4 +151.6 42 +901-91.3 +1-84.7 +1-80.7 +I-T7.4 +1.74.3 +/-71.3 +1-68.2 +144.7 +1,61.6 +/-59.8 0-58.2 44 +l-8B.3 +/-824 +/-78.9 ♦1-75.4 +1.72.1 +1-689 +1-65.6 +/522 +/59.7 +1.57.5 46 +1.85.4 -1.80.8 +1.77.2 +1.73.6 +/-70.1 +/-Me +1-63.5 +/-60.3 +I-6L7 48 +/-827 +1-79.3 +/-75.6 +1-71.9 +/-68.3 +/-649 +1.61.5 +/582 50 +/-8(19 +1-77.5 +1-74.1 +/-70.3 +/$8.7 +/-631 +/59.7 52 +/-79.1 +/-75.6 +/.724 +/888 N-65.1 +1-01.5 w 54 +/-7774 +/-73,8 +/-70.5 +/-67.3 +/-63.5 50 +/-75.8 +/-72 +/.68.6 -145.3 58 +/-74.2 +/.70.3 +/-86.8 60 +/-727 . +158.7 +1-65 62 +/-71.2 -1-07.1 64 +/-69.7 +1.65.5 66 +/-60.3 61-7/8 1 +/-61 7/16' LAMINATED GLASS STACK �n SG INTERLAYER 3/16' ANNEALED GLASS 3116' ANNEALED GLASS 4 11 USED AT CURVED FRAME MEMBERS ONLY 29 5/8' @ 11-7/8' O.C. MAX, GLASS BITE 's-- LONG SIDE 1-3 T_ EXTERIOR SHORT SIDE 20 13 GLASS TYPE 5 NOTES: 1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT 1' FROM THE TIP -TO -TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 4) THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL -LEG WINDOWS. DO NOT USE WITH FIN -FRAMED WINDOWS. TABLE 6: Window Design Pressure (+/-, psf) for Glass Type 7 Long Side n 07-718 72 76 80 84 86 92 96 i0o 104 109-112 30 +901-130 +901-130 +0-130 +901.120 +901-122.6 +901-119.8 +901-1161 +901.117 +901.115.8 +901-1127 +90'-109.9 32 +901-130 +90'-125.1 +901-118.9 +90'-114.8 +901-111.5 +901-108.1 +901-104.3 +901-1D24 +901-102 +901.101.4 +90'-99.7 34 .901.123.1 ♦90'-116.4 +90/-111.7 +9U'-107.5 +9W.103.8 +90/.99.7 +901-95.3 +901.92.1 +9D1-90.5 +/90 +/-W.6 30 +901-116 +90'-109.8 +90/-104.8 +90'-100.5 +901-90.0 +901-93.3 +/-90 +/-87.3 +/84.9 +/-62.3 +/-81.2 38 +90/-111.2 +90'-104.2 +90/-9T9 +SDI-94 +901.91.1 +/.88.2 +/-84.9 +/-81.9 +1.79.4 +1.76.4 +1-74.3 40 +901-106.9 +901.99.6 +ga-93.4 +90'-90.1 +L87.2 +1-84 +l$0.5 N-76.7 +/-73.5 N-70.9 +1-69 42 +90/-103.2 +90•-95.7 +9W-91.2 +18T,4 r184 +-80.6 +/-77 +/-73.1 +159.6 +/-86.9 +/86.2 -. 44 +901-99.7 +90'.93.1 +1-89.1 +/-85.2 +1-81.4 +1-77.6 +1-74.1 +/-70.3 +/87.5 +1.63.9 46 +90/-96.5 +W.91.3 +/-87.2 +/.83.2 +1.79.2 +1.75.4 +/-7 ,7 +/-68.1 1 +/85.1 n 48 +90/.93.5 +/-89.6 +/-85.4 +/.81.2 +T 7.2 +1-733 +189.5 +/•65.8 NY 50 +901- 11.4 +/-87.6 +1.83.7 +(-79.4 +1-75.3 +1-71.3 +l-W.5 Y 52 +1-89.4 +/-85.5 +/-81.8 +1.77.7 +1-73.5 +/-69.5 rn 54 +1-87.5 +/-89.4 +/-79.6 +/-76 +/-71.8 56 +1856 +/-81.4 +1-77.5 +/-73.8 58 +1-83.0 +1-79.4 +1-75.4 60 +1-821 +1-77.6 +143.5 62 +/-60.4 +/.75.0 84 +/-788 +1.74 es +1-77.2 87.718 1 +1-74.9 �--- LONGSIDE -+•' T_ SHORT [�Kll SIDE TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. 1-1116' NOM. GLASS STACK 7116'LAMINATED GLA OLASSSTACK SHORT 3116' TEMPERED GLASS • 3118' ANNEALED GLASS SIDE 3/16' ANNEALED GLASS 7/16' AIR SPACE ,090` SG INTERLAYER j 11 5 LONG USED AT CURVED 618, SIDE FRAME MEMBERS ONLY 28 GLASS BITE @ 11-7/8' O.C. MAX, 1-3 EXTERIOR a 22 21 13 ­4 SIDE I SIDE GLASS TYPE 7 NOTES: 1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT 1' FROM THE TIP -TO -TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION, 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 4) THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL -LEG WINDOWS. DO NOT USE WITH FIN -FRAMED WINDOWS. a � •ABa 0 O (7 N N a1a0 2 N � J z LL � LL CD Z J ❑ s soiO La SQ d W W F- 2 0 z I� co O O °x was W n> Op :Wz M o �z az °' (o a gW 07 O a C7 co W Iaa95 0 O z N tt ❑ C7 r U W X w o0 FL ❑ °1u rosa0 aaua LYNNIII'��i A!/( NSF •'\GE•'`�P ` No, 58705 A • zz INTE 7Ti/•CC/�l 'lIIII 11 n,,,, A. LYNN MILLER, P.E. P.E.I168705 Window Design Pressure (+/., psf) for Glass Types 6 & B Long Side (in) 67-7/8 1 72 76 80 84 88 92 98 100 104 109.112 112 1 110 120 124 128 132 i-3e-T 140 144 30 +901-130 +901-130 +901130 +901-13D +901-130 +901-130 +901.130 +901-130 +901-130 +9D1-130 +901-13D +901-130 +901-130 +901.130 +901-13D +901-130 +901-130 +901430 +901-130 +901-130 32 +901.130 +901-130 +901-130 +901-130 +901-130 +901-130 +901.130 +901-130 +901-130 +901-130 +90/-130 +901-130 +9w-130 +901-13D -901.13D +901A30 +90/-130 +901-130 +901-130 34 +901-130 +901-130 +901.130 +901.130 +901-130 +901-130 +901-130 +S01-130 -901.130 +901-13D +901-13D +901430 *90/.130 +901.13D +901.130 +90/-130 +901.130 36 ♦90/-130 +901-13D +901-130 +901.130 +901-130 +901.130 +901.130 +901-130 +901-130 +DW-130 +901.130 +901-130 +901.130 +901-130 +901-13D +90/-130 38 +901-130 ♦901.130 +201.130 +901-130 +901-130 +901-130 +901.130 +901-13D +901-130 +90/-130 +901-130 +901.13D +9g1-129.2 +901.127.3 40 +90/-13D +901-130 +901.130 +901.130 +901.130 +901-130 +901.130 -901.13D +901-13D +90'-126.8 +901-123.2 +90/-122 42 +901-130 +901430 +901-130 +901-130 +901.130 +901.130 +901-130 +90'-129.3 +901-123.2 +901-119.7 +901-116.4 44 +901.130 +901.130 +901-130 +901.13D +901-130 +90/-130 4901.130 +90'-124.5 +0.119.4 +901-115 `= 46 +901-130 +901-130 +901-130 +901-130 +901-130 +901.130 +90'-126.9 +90'-120.5 +9W-115.3 i 48 +90/-13D I +901-130 +901-130 +901.130 +901.130 +901-129.7 +901-123 +90'-116.5 05 50 +90l-130 1 +901-130 +901-130 +901-130 +901-130 +90'-128.2 +89.41-119. Y 52 +901-130 +901-130 +901-130 +901-130 +901.130 +88.81-123 m 54 +901-130 +901-130 +901-130 +901.13D +88.81.127.1 66 +901.13D +901-130 +901-130 +89.41-129 58 +901.130 +901-130 +90/-130 60 +901.130 +901.130 +89.61.129. 62 +901-130 +901-130 64 +901-130 +901-130 EEO 66 +90/-130 67.718 +901.130 NOTES: 1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT 1' FROM THE TIP -TO -TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 4) THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL -LEG WINDOWS. DO NOT USE WITH FIN -FRAMED WINDOWS. 1.1/16' NOM. 7116'LAMINATED GLASS STACK 7/16'LAMINATED GLASSSTACK GLASS STACK .090• SG WTERLAYER 3116• TEMPERED GLASS 1:1-3/18' HEAT STRENGTHENED GLASS 3/16' HEAT 3f16' HEAT STRENGTHENED GLASS 3116' HEAT STRENGTHENED GLASS STRENGTHENED GLASS 7/16'AIR SPACE .090' SG INTERLAYER 4 11 11 USED AT CURVED 6 FRAME MEMBERS ONLY 29 5/8' USED AT CURVED 5/8' 11-718' O.C. MAX. fv. k GLASS BITE FRAME MEMBERS ONLY 29 GLASS BITE Q 11-7/8' O.C. MAX. EXTERIOR a GLASS TYPE 6 EXTERIOR a GLASS TYPE 6 TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. LONG SIDE �- LONG SIDE SHORT SIDE SHORT SIDE �- LONG SIDE �•i T_ SHORT b/ SIDE l� 0 1 LONG SIDE SHORT SIDE {11 i m a Y � nay CD c0c� p 0 v O 9 O 0 ftJL7 cm _j O Z IL t0 z u a0 U WLoUX�❑ yn"o p(D �> pp Z a o cz D z OF g LL F ) ® � W iaav5 0 to rz O N 0 Z Nm W ILL ❑ d D. a,7l1 'ase0 saua ' No.58705 STAT F S /1u,lll,,,r A. LYNN MILLER, P.E. P.E.# 58705 J EDGE — I DISTANCE INSTALLATION TYPE A WINDOW I EXTERIOR BUCK HEIGHT TIP -TO -TIP WINDOW HEIGHT VISIBLE LIGHT HEIGHT = WINDOW BUCK HEIGHT - 2-3W EMBEDMENT. INSTALLATION EDGE STANCE TYPE B 2X WOOD BUCKSTRIP OR FRAMING, SEE NOTE 2, THIS SHEET EMBED ENT ��1/4' MAX 1 1 SHIM TYP. ANCHOR TYPE, \—EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 8, THIS SHEET USED AT CURVED FRAME MEMBERS ONLY Q 11-7/8' O.C. MAX. INSTALLATION INSTALLATION TYPE C TYPE B EMBEDMENT 1X WOOD BUCKSTRIP, 114' MAX SEE NOTE 2, THIS SHEET SHI TYP. ANCHOR TYPE. EMBEDMENT AND M EDGE DISTANCE PER SUBSTRATE, AA EDGE SEE TABLE 8, THIS SHEET DISTANCE 1/4' MAX. SHIM #12 STEEL SELF -DRILLING SMS (G5), SEE TABLE 8, THIS SHEET INSTALLATION METHOD D INSTALLATION ANCHOR UNDERNEATHTHE BEADING •e 11 '.- " •' EXTERIOR JI CONCRETE/CMU PERANCHOR I 4 11 VISIBLE LIGHT WIDTH= REQUIREMENT � - -►I WINDOW BUCK WIDTH 2- 314' WINDOW BUCK WIDTH TIP -TO -TIP WINDOW WIDTH HORIZONTAL SECTION A -A EXTERIOR ,a MIAMI-DADE APPROVED MULLION (SEE SEPERATE NOA), ALUMINUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE 8,THIS SHEET r1/4' MAX SHIM I 'IX WOOD BUCKSTRIP, SEE NOTE 2, THIS SHEET CONCRETE PER ANCHOR . �• REQUIREMENT •TYP.ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 8, THIS SHEET VERTICAL SECTION B-B TART P A - Anchor Substrate Min. Edge Distance Min. Embedment Max O.C. Spacing 012 or tN4 410 SS Screw P.T. Southern Pine (SG-0.65)r2-11T 1.3181 12' Aluminum. 6083-T5 min. 12 A38 Steel 0.083' • 12' Steel Stud Gr. 33 min.0.045' 1808• 1T 012 or 014 Steel Screw (G5) P.T. Southern Pine (SG=0.55) 1318' 12, Aluminum, 6063-T5 min. 0.083' • IT A36 Steel 0.06T • 1T Steel Stud, On 33 min.0.045' 18 Go) ' 12, 1/4' 410 SS CmteFlex Ungrouted CMU, (ASTM C.90) 1-1/4' 1T Concrete (min. 3.35 kal) 1' 1-314- IT 114' Steel Ullrecon Concrete (min. 2.65 ksQ 1' 1.314' 12' Concrete (min. 2.85 ks 2.117 1.318' 12' Urrymutad CMU, (ASTM C-90) 2.1/2' 1.1/4' 1T Grouted CMU ASTM C-90 2.11T 1.V4' IT 5116' Steal Ullmoon Concrete (min. 3.5 ksI) 1-114' 1-T4' 12, Gloated CMU ASTM C-90 2-112- 1.3/4' iT MIN. OF 3 THREADS BETUNU T HE Mt IAL SUtRS I KAI t:. INSTALLATION NOTES: 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. 2. WOOD BUCKS DEPICTED ON THIS SHEET AS -1X-, ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1/2'. 1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS'2X' ARE 1-112' THICK OR GREATER, INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. 4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOAAPPLIES TO WHOLE SYSTEM. PRODUCT RENEWED er oortiplTiag tft the Florida Eullding Code � �-ij�%1%. z N a t' Y a to •^°a IX c rn .4 ol00 O N C4 coaq O N tr/ W 04 0-1 O J O z LL LL LU m O n% Opp g �z dz Z 19 z o wxo�p r m, o o z ® z g ¢ O Z z etw ❑ W U hi X 5 ai LL LL 1,YNN `* No.68705 7 1�13 (v� STA E F FLORIOP•'' C-)' A. LYNN MILLER, P.E. P.E.M 587115 EDGE 2X WOOD BUCKSTRIP OR FRAMING, SEE DISTANCENOTE 2, THIS SHEET INSTALLATION TYPE E EXTERIOR a WINDOW BUCK HEIGHT VISIBLE LIGHT HEIGHT = WINDOW BUCK HEIGHT - 2-W INSTALLATION TYPE G INSTALLATION TYPE F 1X WOODBUCI EMBEDMENT SEE NOTE 2, THIS —� 1/4' MAX SHIM TYP. ANCHOR TYPE, EMBEDMENT AND EMBEDMENT EDGE DISTANCE PER SUBSTRATE, SHEET SEE TABLE 9, THIS SHEET EDGE • � :ro : , DISTANCE ' 1/4"MAX 2 SHIM r C TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, 11 SEE TABLE 9, THIS SHEET r ••. EXTERIOR USED AT CURVED FRAME MEMBERS ONLY 11-718' D.C. MAX. %••a '••'("') '° ' � •L : •• I� 4 V 1� VISIBLE LIGHT WIDTH = @ CONCRETElCMU WINDOW BUCK WIDTH - 2-3/4' REQUIREMENT PER ANCHOR ��� WINDOW BUCK WIDTH 1/4' MAX. SHIM #12 STEEL SELF -DRILLING SMS (06), SEE TABLE 9, THIS SHEET INSTALLATION TYPE H EXTERIOR 15 MIAMI-DADE APPROVED MULLION (SEE SEPERATE NOA), ALUMINUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE @•THIS SHEET —�777--- 11h4' MAX SHIM 1X WOOD BUCKSTRIP, SEE NOTE 2, THIS SHEET •' `+• �. CONCRETE PER EMBEDMENT.. ANCHOR •'`` �.•s.•�' REQUIREMENT 14, INSTALLATION I EDGE ° TYPE F ham— DISTANCE yTYP. ND ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 9, THIS SHEET VERTICAL SECTION D-D HORIZONTAL SECTION C-C Tens = n• EMBEDMENT EDGE DISTANCE i .p CONCRETEICMU PERANCHOR REQUIREMENT Anchor Substrate Min. Edge Distance Min. Embedment Max O.C. Spacing 012 or #14 410 SS Screw .T. Soulhem P ne G-1 91161 1-318, IT Aluminum, 606345 min. 318' 0.083" 2' A36 Steel 316' 0.06T 12, Steel Stud, Gr. 33 min. 31W 0.045' 18 Ge 1T #12 or #14 Steel Screw (G5) P.T. Southern Pine (86=0.55) 9118' 1-3/8' 1T Aluminum, 6063-T6 min. 318' 0.063' • IT A36 Steel 3I8' 0.063" 12' Steel Stud, Gr. 33 min. 3/8' 0.045' 18 Ge 12, 1/4' 410 SS CreleFlax Ungrouted CMU, (ASTM C-90) 2-1/T 1.114' 12' Concrete (min. 3.35 ka0 1' 1314' 12' 1/4' Steel Ultrecon Concrete min. 2.85 ke1 i' 1J14' 12• Concrete (min. 2.85 kery 2.112' 1-318, 12' Ungrouted CMU, (ASTM C-90) 2.1/2' 1-V4' 12' Grouted CMU, ASTM C90 2-1/T 1.314' 12• 5118' Steel Ultrecon Concrete min. 3.5 kel) 1-114' 1 314' 12' Grouted CMU, ASTM C90 2-1/T i- 4' 12' ' MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. INSTALLATION NOTES: 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. 2. WOOD BUCKS DEPICTED ON THIS SHEET AS'1X', ARE BUCKS WHOSE TOTALTHICKNESS IS LESSTHAN 1-1/2'.1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTEDAS'2X' ARE 1-1/2' THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. 4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. a a M o° M 1 a � •�aa � r � r i'i N r a o0 0 Cam` N W O J N .I O z ~ z L � LL rD zi eroa0 13 U V X N d o o W m Y (D aN JMO �> 00 _Oz c �z liz g z o O 0, Q F O z Q taa4S C) ZV alaaS O �? J NO W O LL W IL lL 6#1 'aseO seuaS IYNN 4// * ' No. 58705 ;* o�F� •tv�; STAT ���St ''•.FCORIOP..�G\�� NAL \\,.\ A. LYNN MILLER, P.E. P.E#66705 TYP. ANCHOR TYPE, EMBEDMENT AND EDGE EMBEDMENT DISTANCE PER SUBSTRATE, SEE TABLE 10, THIS SHEET INSTALLATION TYPE 4 EXTERIOR a WINDOW BUCK HEIGHT VISIBLE LIGHT HEIGHT= WINDOW BUCK HEIGHT - 23/4" INSTALLATION TYPE J 2X WOOD BUCKSTRIP OR FRAMING, SEE NOTE 2, THIS SHEET INSTALLATION INSTALLATION TYPE J TYPE K EDGE EDGE DISTANCE DISTANCEL SHE EDGE DISTANCE —►{ 2X WOOD BUCKSTRIP 2X WOOD BUCKSTRIP OR FRAMING, SEE OR FRAMING, SEE NOTE 2, THIS SHEET NOTE 2, THIS SHEET 1/4" MAX TYP. ANCHOR TYPE, EMBEDMENT AND SHIM EDGE DISTANCE PER SUBSTRATE, SEE TABLE 10, THIS SHEET EMBEDMENT USED AT CURVED FRAME MEMBERS ONLY L Q 11-7/8' D.C. MAX. 1/4' MAX. SHIM INSTALLATION TYPE L A10 STEEL SELF -DRILLING SMS (GS), SEE TABLE 10, THIS SHEET 2X WOOD BUCKSTRIP 1 -y� �� EXTERIOR OR FRAMING, SEE 1�--1 ID NOTE 2, THIS SHEET MAX SHIM MIAMI.DADEAPPROVED MULLION �W (SEE SEPERATE NOA),ALUMINUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE 10,THIS SHEET EDGE DISTANCE Z TYP. ANCHOR TYPE, EMBEDMENT EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 10, THIS SHEET VERTICAL SECTION F-F L� VISIBLE OWBULIGHT WIH-2- �I WINDOW BUCK WIDTH • 23/4• WINDOW BUCK WIDTH HORIZONTAL SECTION E-E re=i = — EMBEDMENT I EXTERIOR ,V Anchor Substrate Min. Edga Distance Max. O.C. Spacing 2.112" x .113" Box Nall P.T. Southern Pine SG=D55 5116" 5' 2.1/2" x .131' Common Nell P.T. Southern Pine SG=0.65 318" 6' 2-1/2" x .145" Roollng Nall P.T. Southern Pine SG=0.65 31W 6" #10 x 1" Steel ScreW P.T. Southern Pine SG=0,65 1/2• 6" 0,093" Aluminum, 6063 T6 min. 6116, 5" 1/16" A36 Steel 6/16, 5" 0.045' 18 Gal Sleet Stud Gr. 33 1 6/16" 1 W MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. INSTALLATION NOTES: 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. 2. WOOD BUCKS DEPICTED ON THIS SHEET AS 'IX', ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1.112', 1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS'2X" ARE 1.1/2'THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF ASIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. 4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. RONBWED gwit Ibo Flodda No - S�Z. )a 01 a a` n O - N 't v. 0 o O-J rn O z A n 2!IL r LL (�O J uxo0 0 VU >(� o O F' 1Zu m O C7 sMp r> I.O rn O �z dz g o J OD Q ® roa45 Z O F- Z O III's z 0 y ip X z as E M epr1 •asap sauag �•��'.•'�10ENSE''. F'P i * No.58705 - a �47 f� u� 0STA E F i T''•.. FLORIOP.•' Gi��� F A. LYNN MILLER, P.E. P.E.058705 INSTALLATION TYPE M� FOR THIS W STALLATION METHOD ONLY, ANCHORS MAY BE NO • MORE THAN 6' D.C. 4 EXTERIOR a WINDOW BUCK HEIGHT VISIBLE LIT HEIGHGHT = WINDOW BUCK HEIGHT - 2-3/4' INSTALLATION TYPE N 2X WOOD BUCKSTRIP EDGE OR FRAMING, SEE DISTANCE 'NOTE 2, THIS SHEET EMBED ENT 114" MAX SHIM TYP. ANCHOR TYPE, il EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 11, THIS SHEET USED AT CURVED EDGE FRAME MEMBERS ONLY DISTANCE (oj 11-7/8' O.C. MAX. CONCRETE/CMU PER ANCHOR REQUIREMENT 1/4' MAX. SHIM }�-- 1ENT 4 EDGE DISTANCE INSTALLATION TYPE 0 'FOR THIS INSTALLATION METHOD ONLY, ANCHORS MAY BE NO • MORE THAN 6' O.C. #12 STEEL SELF -DRILLING SMS (GS), SEE TABLE 10, THIS SHEET INSTALLATION TYPE M FOR THIS INSTALLATION EMBEDMENT METHOD ONLY, 1/4"MAX ANCHORS MAY BE NO SHIM • MORE THAN 6" O.C. 2X WOOD BUCKSTRIP OR FRAMING, SEE NOTE 2, THIS SHEET TYP. ANCHOR TYPE, `�yC II EXTERIOR EMBEDMENT AND DISTANCE PER SUBSTRATE, SEE TABLE 11. THIS SHEET MAX SHIM MIAMI-DADE APPROVED MULLION �1/4" (SEE SEPERATE NOA), ALUMINUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE 11.THIS SHEET 1X W000 BUCKSTRIP, i�) SEE NOTE 2, THIS SHEET VERTICAL SECTION H-H INSTALLATION EMBEDMENT TYPE N 1X WOOD BUCKSTRIP, SEE NOTE 2, THIS SHEET TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 11. THIS SHEET VISIBLE LIGHT WIDTH = LJ WINDOW BUCK WIDTH - 2.3W WINDOW BUCK WIDTH HORIZONTAL SECTION G-G TABLE 11: Anchor Substrate Min. Edge Dislance Min. Embedment Max. O.C. S cin #12 cr#14410 SS Screw P.T. Southern Pine SG"0.55 9116' 1316' 6" Aluminum 8063-TS mtn. 310" 0.063"' 6" A36SIeel 318, 0.D63"• 61 Steel Stud Gr. 33 rain. 318' 0.045' 18 Ga 6" #12 or#14 Steel Screw (G5) P.T. Southern Pine SG-0.55 9/16' 1.3/8' S' Aluminum, 6063.76 min. 318" 0.003"' 8' A30 Steel 318" 0.063" • 1 6" Steel Stud, Gr. 33 min. 318" 0.045" 18 Go 6" 1f4' 410 SS CreteFlex U routed CMU ASTM C-90 2.112" 1-1/4' 12" Concrete (mtn. 3.35 kal) 1" i-314" 12" 1/4' Steel Utimoon Concrete min. 2.65 kel V 13/4" 12, Concrete min. 2.85 ksl 2-112' 13/6' t2" Ungrouled CMU, AS7M C90 2-1/2* 1-1W . 12" Grouted CMU, (ASTM C-90 2-1/2' 13f4' 12" 6116' Steel Ultrecon Concrete min. 3.5 hat 1.1/4" 13/4" 12' Grouted CMU, (ASTM C-90 2.1/2' 1314" 17' MIN. OF 3 THREADS BEYUND THE METAL 5U85TRATE. INSTALLATION NOTES: 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. 2. WOOD BUCKS DEPICTED ON THIS SHEET AS'lW, ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1/2'.1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS'2X'ARE 1-lWTHICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. 4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. rr c e 0 04 � 7ap 0 eNq 0ji, Cali C. LL QD W uMap .0 V X ad O ~ uLU Z�Ul CD O J. C7 DAla t`> 00 rn O �zQz.� o W ~ iaaYS 0 F O QQ Z Z J elaag 0O B: ~ NN i3 W z 3; LL LL as eprl •asap saua5 Ny ILYNN .. No.58705 �0 % STAT O f(/� , A LYNtVihIIP.E. P.E.# 58705 ASSEMBLY DETAILS FOR FLANGE & EQUAL -LEG FRAMES ANGLEDICURVED FRAME ASSEMBLY pll�'ll IIII''-)lY[Y�j, 90'CORNER FRAME ASSEMBLY I j I m 10 I j 10 I m ALL CORNERS TO j j ALL CORNERS TO USE GASKET I USE GASKET AND/OR SEALANT j / / AND/OR SEALANT 1 j / .41 I PFLANGE EQUAL -LEG FRAME IAI FLANGE FRAME j� EG FRAME MITERED FRAME WITH INTERIORJ�1LAND EXTERIOR FRAME WELDSAME (SHOWN) OR CORNER KEYS AT JlMell 30 SCREW BOSSES. SEALANT AT ALL CORNERS 30 TABLE 12: #m PGTPart# Description Material 1 4263C Flanged Frame Alum, 6063-T6 2 4285 Equal -leg Frame Alum. 6063.76 3 4268 Integral Fin Frame Alum. 6063-T5 4 4265 7/16" Lami. Glass Beacling Alum, 6063-T6 6 4264 I.Q Glass Bearbng Alum. 6063-T6 6a 4270 1 Installation Fastener Cover Alum. 6063•T5 6b 4224 Installation Fastener Cover Rigid PVC 10 705M Gasket (at 90" caner joints) Polyethylene 11 TP24718 Vinyl Bulb Weatherstrip Flex PVC, Duro. 65 +/4 13 Dow 899, GE 7700 Silicone or Equiv. 20 71652K Setting Block, Mono. 3/16" x 7116" x 4" Neoprene, Duro. 85 +/-1 21 1 71704AK Selling Block, I.G. 3116" x 1-3137' x 4" Neoprene, Duro. 85 +/-1 22 Dl1RAK718 7/16" DumSeal Spacer 29 1#6 x 1-1/4' FH SMS Stainless Steel 30 1 781PDX #8 x 1" Quad PH SMS Stainless Steel 2.784' .094' —►! Is- 074' 052' 1.875' 1.000'� .438" I OFLANGE FRAME #4253C, 6063-T5 �''rr� .97��I0, ��yy� .8-776'— " y f � — .050' 7/16" LAMI 4 GLASS BEADING #4255, 6063-T5 ASSEMBLY DETAILS FOR FIN FRAMES 90•CORNER FRAME ASSEMBLY ANGLED/CURVED FRAME ASSEMBLY MITERED FRAME WITH INTERIOR AND EXTERIOR FRAME WELDS (SHOWN) OR CORNER KEYS AT SCREW BOSSES. SEALANT AT ALL CORNERS z.7e4• .094' —Z I_— .074" 062" 1.376' k 500' .438' I OEQUAL -LEG FRAME 94285, 6003-T5 1II�`y� .346' .876• .050' I.G. GLASS rJ BEADING #4254, 6063-T5 z.764• .074' 082' 1.376' L sow 7- 438' f �—�� .050'•aoz• 1.125" A .077' 3 FIN FRAME #4256, 6063-T5 1 1.037- .050+ INSTALLATION 6a FASTENER COVER #4270, 6063-T5 C N C x` �r Ln (D N NN V) d> O ZLL LL 0W W Z O "aN ~ W m Q W 9M0 �> 00 rn O z o i O: Z .� 1=. 0 O go 0 Z Z z Z O O co z zz amps :1: 2 �N w ?� O as LL m e#1 ysa0 selves I.YNN �'C��•'��CENSE '•. FAQ No.58705'� '7 STAT ss/ONA� ��� `� A. LYNN MILLER, P.E. P.E.# 58705 M IAM I•�A�E MIAMI-DADE COUNTY • 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) wvnv.mlamldade.gov/economy PGT Industries 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 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 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. 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 "AW 740" Aluminum Awning Window — L.M.T. APPROVAL DOCUMENT: Drawing No. MD-AW740LM, titled "Awning Window Details -- LM & SM", sheets 1 through 10 of 10, dated 08/08/12, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami —Dade County Product Control Approval stamp with the Notice of Acceptance number and approval 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 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 consists of this page 1 and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No.12-1218.07 MIAMI-DADE COUNTY Expiration Date: April 11, 2018 . is Approval Date: April11,2013 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No, MD-AW740LM, titled "Awning Window Details — LM & SM", sheets 1 through 10 of 10, dated 08/08/12, signed and sealed 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 24113.2.1, TAS 202-94 along with marked -up drawings and installation diagram of a series CA740P alum. projected (awning) window, prepared by Fenestration Testing Laboratory, Inc. Test Report No. FTL-7061, dated 10/03/12, signed and sealed by Marlin D. Brinson, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, dated 12/07/12, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 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.11-0624.01. issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont ButaciteD PVB Interlayer" dated 09/08/11, expiring on 12/11/16. 2. Notice of Acceptance No.11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlasD Interlayer" dated 08/25/11, expiring on 01/14/17. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 2010, dated December 10, 2012, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated December 10, 2012, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal No. 12--1499 issued by Product Control, dated July 31, 2012, signed by Manuel Perez, P.E. G. OTHER 1. None. Manuel Perez, Product Control Ex finer NOA No.12-1 18. Expiration Date: April 11, 2018 Approval Date: April 11, 2013 E-1 GENERAL NOTES: SERIES 740 IMPACT -RESISTANT AWNING WINDOW 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). FOR INSULATED GLASS INSTALLATIONS ABOVE 30' IN THE HVHZ, THE OUTBOARD LITE (CAP) MUST TEMPERED. 2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. 3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS, MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM COD CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE, SEE TABLE 3. SHEET 4. 4) ALL WOOD BUCKS LESS THAN 1-1/2' THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS2XIRE 1.1/2" THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT EMBEDMENT AS SPECIFIED ON TABLE 3, SHEET 4. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEALINGIFLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 6) SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS, BY OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. 7) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E130D. S. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300. 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33.1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 9) REFERENCES: TEST REPORTS FTL-7061, 3579, 3580, 3724; ELCO ULTRACON NOA; ELCO CRETEFLEX NOA: ANSI/AF&PA NDS FOR WOOD CONSTRUCTION AND ADM ALUMINUM DESIGN MANUAL. DESIGN PRESSURE RATING I IMPACT RATING VARIES, SEE SHEETS 5-9 RATED FOR LARGE & SMALL MISSILE IMPACT RESISTANCE 6116'LAADNATEG I_ GLASS STACK IWARNEALED 60' WIDTH EXTERIOR 53" VISIBLE LIGHT WIDTH (DLO) NO ANCHOR PAIR REQ'D IF WINDOW IS 27-7/8' WIDE OR LESS B. SEE 12' MAX FOR UNITS OVER 39' TA 3 (HEAD & SILL) g SHEET 2LL OTHERWISE 4' MAX. I 19' MAX. O.C.I. _J I� 4' MAX. I III _ 11 1 39' HEIGHT A. SEE SHEET 32' VISIBLE LIGHT HEIGHT (DLO) 8' MAX. Pt B 4' MAX. �— 23' MAX. O.C. USE ANCHOR PAIR FOR UNITS OVER 27-718-WIDE (HEAD & SILL) TYP. ELEVATION OF AWNING WINDOW TABLE 1: Glass Types Sheet # 1 5116" Lemi 116" An - .090" PVB -116" An 6 2 7116" Lam! WIG!' An - ,090" SGP - 3/16" An 6 3 7/8" Lami. IG 118" An . 7118" Air -1/8" An - .090" PVB - IW An 7 4 7/8" L.emi. 10 118" T- 7/16" Air -118" An - .090" PVB -118" An 8 6 7/8"Lami.IG3/16"An-1/4"Air-3116"An-.090"SGP-3116"An 9 6 718"Gnil.IG 311WT.1l4"Air-3116"An-.090"SGP.3116"An) 8 GENERAL NOTES........................... .I ELEVATION ....................................... I GLAZING DETAILS ........................... 1 INSTALLATION ................................. 2 ASSEMBLY TUBE DETAILS ............. 3 ANCHOR SPECIFICATIONS............ 4 ANCHOR QUANTITIES ..................... 4 DESIGN PRESSURES ................... 5-9 ASSEMBLY DETAILSBOM.............. 10 IYNN 4f, // No.58705 S7A7 O .' PLORW A. LU NLLER, P.E. GLASS TYPE 1 .DD W DUPONT `BUTACRE PVB �118'ANNEALE-0 GLASS 1V1SITE GLASS STACK I I' 311VANNEALED •w DUPONTSGP GLASS 3116'ANNEALED GL EMENOR 3S I 1 1U16'GWSBITE GLASS TYPES 2 Tir NOR. GLASS STACK 6/16' LAMINATED GLASS STACK 11S ANNEALED 7/18'A71SPACE GLASS 11B'ANIIEALEGOR .090'DUPONT TEMPEREGGLASS i Bl1TAClTE PYF GLASS TYPES 3 & 4 7tr NOLL GLASS STACK ASAKEB —_jl III GLASS STACK iWAIRSPACE 3118'ANNEALEO GLASS 3110' ANNEALED .0110' DUPOMSGf OR TIMIPEREO GLASS 39 311VANNEALEO GLASS EXTERIOR �/1 11118'GLASS BITE GLASS TYPES 5 & 6 Revision: 4PPraved Al comP13108 Ivllh Ido Floridn Ou1dInQ CoJ unLe_ � IV MI mID de Produ ICon1 ! By /' GENERAL NOTES & ELEVATION i J ROSOWSKI 1070 TECHNOLOGY DRIVE Title: 1e"• N. VENICE, FL 34275 AWNING WINDOW DETAILS - LM & SM 08/08/12 P.O. BOX 1529 NOKOMIS, FL 34274 Seriesl Modeh Sco1e: Shoat: Drawing No. Rev: CERT. OF AUTH. #29296 AW-740 NTS 1 OF 10 MD-AW740LM INSTALLATION OPTION 1 EDGE _ DISTANCE INSTALLATION ANCHORS INTO 2X WOOD. AS REQUIRED PER TABLE 3, SHEET %NM HEK FOR SNUBBER REQUIREMENTS, SEE TABLE 4, SHEET 4. JAMBI HARDWARE OW ,HT BUCK HEIGHT VISIBLE LIGHT HEIGHT (DLO) EXTERIOR a TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 3, SHEET 4. 22 �} ATTACHED TO FRAME & VENT JAMB � ATTACHED TO r FRAMEJJAMBB ATTACHEDI TO VENT L JAMB INSTALLATION OPTION 3 INSTALLATION ANCHORS THROUGH 1X BUCKSTRIP INTO MASONRY. EDGE DISTANCE 4 CONCRETE/CMU PER ANCHOR EMBEDMENT E REQUIREMENT TYP. ANCHOR TYPE, EMBEDMENT AND EDGE` ' DISTANCE PER• �• SUBSTRATE, SEE \O TABLE 3, SHEET 4. EDGE DISTANCE a ATTACHED TO FRAME JAMB EMBEDMENT 70 ATTACHED TO OPTtONALAD00N VENT JAMB FLANGE @ HEAD, SILL & JAMBS INSTALLATION OPTION 2 INSTALLATION ANCHORS DIRECTLY INTO MASONRY. BUCK WIDTH 114' MAX SHIM 84 I J I I ATTACHED TO i VENT SILL ATTACHEDTO 35-37 FRAME SILL � 3 �(F \ VISIBLE LIGHT WIDTH (DLO) — �� WINDOW WIDTH SEE DETAll HORIZONTAL SECTION A -A Al. B BE NOTES: 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 3, SHEET 4. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION ATTACHED TO OPTION SHOWN MAY BE USED ON ANY FRAMEJAMB SIDE OF THE WINDOW. ATTACHED 2) ALL WOOD BUCKS LESS THAN 1-11r TO FRAME THICK ARE TO BE CONSIDERED 1X JAMB INSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL. UNIT MAY BE INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-10 THICK OR GREATER. IX AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. MAXIMUM SHIM THICKNESS TO BE 114". u� 1X WOOD 19 84 BUCKSTRIP, SEE NOTE 2, THIS SHEET. 114' MAX SHIM CONCRETE EMBEDMENT PER ANCHOR REQUIREMENT.'-• . ;'..,• " "' VERTICAL SECTION B-B lu /// \ 10- MAX. —�---- INSTALLATION OPTION 4 INSTALLATION ANCHORS DIRECTLY INTO METAL I I' ATTACHED TO VENT SILL / L—•r• SEE DETAIL A2, BELOW lil DETAIL A2 tour vy ��.•'��pENSF''•.F'P No.58705'— '• O G\; 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 S�ONA�,?��\ N KOMIS;FL1529 34274 A. LYNN MILLER, P.E. P.E.B 58705 CERT. OF AUTH. #29296 NOTES 1) WHEN INSTALLING COMBINATION UNITS, ADDITIONAL INSTALLATION ANCHORS MAY NEED TO BE INSTALLED THROUGH THE WINDOW FRAMES AT 10' MAX. FROM EACH SIDE OF THE FRAME ASSEMBLY TUBE CENTERLINE, SEE TABLE BELOW: Additional Anchors Required on each Side of the Frame Assembly Tube (FAT) I-, Window Window Anchor Type A B, C & D f 7" - 229" 0 0 't 23 ' - 25.ir 0 1 28'+ 1 1 F LL Window Height Anch ve A B, C & D 17"'22.9" 0 0 { 23" - 25.9' 0 1 26'+ 1 1 #12 STEEL SELF -DRILLING SMS, SEE TABLE 3, SHEET 4. DADE APPROVED MULLION, ALUMINUM, STEEL FRAMING OR T STEEL STUD. EXTERIOR VISIBLE LIGHT FORMULAS WIDTH: WINDOW WIDTH -7 HEIGHT: WINDOW HEIGHT-7 4pproecd % complyla3 ivilh the Florida Ulding odc *0 A �✓ ND^R1 iavised By: Oota: Revision: M m�ProduciS By ievised By: Dote: Revision: D—notion: GENERAL NOTES & ELEVATION Drawn Bl" J ROSOWSKI TIOe: AWNING WINDOW DETAILS - LM & SM Dote: 08/08/12 Scrioe/Model: Style: AW-740 NTS Sheel: 2 OF 10 Drawing No. MD-AW740LM Rev: AWNING (X) I WINDOW HEIGHT / / 1 WINDOW WIDTH 474OSaER�I�ESANEXTERIOR WINDOW (Z FOR SINGLE UNITS: 1) DETERMINE YOUR WINDOW SIZE AND GLASS. 2) KNOWING YOUR ANCHOR TYPE AND SUBSTRATE, DETERMINE YOUR ANCHOR GROUP FROM TABLE 3, SHEET 4. 3) FROM SHEETS 5.9, FIND THE SHEET FOR YOUR GLASS TYPE FIND THE PRODUCTS DESIGN PRESSURE FROM THE TABLE LABELED DESIGN PRESSURE (PSF) FOR SINGLE WINDOWS, ALL ANCHOR GROUPS'. 4) DIMENSIONS SHOWN ARE WINDOW. FOR SIZES NOT SHOWN, ROUNDUP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. 6) USING THE TABLE LABELED 'WINDOWANCHORS REQUIRED' (TABLE 2, SHEET 4), DETERMINE THE NUMBER OF ANCHORS NEEDED IN THE HEAD, SILL AND JAMBS OF YOUR WINDOW. 6) INSTALL AS PER THE INSTRUCTIONS ON SHEET 2. AWNING / AWNING (XX) FIGURE 1: ----I I~ 10'. SEE NOTE 7, THIS SHEET I 0�v 740� I '40 SERIES FRAME SERIES AWNING ASSEMBLY AWNING WINjIDOW TUIjBE WINDOW 1 1 1(I", SEE NOTE 7, THIS SHEET MIN. # 12 X 1"SMS THROUGH INSTALLATION HOLES AWNING / CASEMENT / FIXED CASEMENT (XXO FIGURE 2: 740 SERIES AWNING / kWINDOW gyp/ FRAME ASSEMBLY TUBE D \ 740 SERIES / —CASEMENT —� WINDOW / FRAME �ASSEMBLY�� �E TUBE / `740 SERIES FIXED WINDOW'`y 'SEE PRODUCTS NOA FOR err\ INSTALLATION SPECS ' MIN. # 12 X 1' SMS THROUGH INSTALLATION HOLES 740 SERIES FRAME ASSEM TUBE 740 SERIES CASEMENT 740 SERIES CASEMENT FRAME ASSEMBLY TUBE MIN. #12X 1' SMS THROUGH INSTALLATION HOLES 740 SERIES 740 SERIES AWNING EXTERIOR ASEMBLY AWNING 740 SERIES WINDOW _(1 WINDOW V TUBE EXTERIOR EXTERIOR FIXED CASEMENT HORIZONTAL SECTION C-C a a WINDOW' FOR EACH WINDOW IN A VERTICALLY OR HORIZONTALLY COMBINED ASSEMBLY: VERTICAL SECTION D•D VERTICAL SECTION E•E 1) DETERMINE EACH INDIVIDUAL WINDOW TYPE, SIZE AND GLASS MAKEUP, SEE FIGURES 1 & 2, THIS SHEET. DETERMINE YOUR ANCHOR GROUP FROM TABLE 3, SHEET 4. 2) FROM SHEETS 5.9. FIND THE SHEET FOR YOUR GLASS TYPE. 3) FIND THE DESIGN PRESSURE FROM THE TABLES LABELED 'DESIGN PRESSURE (PSFJ FOR WINDOWS ATTACHEDTOAVERTICAL FRAMEASSEMBLYTUBE- OR DESIGN PRESSURE (PSF) FOR WINDOWS ATTACHED TOAHORIZONTAL FRAMEASSEMBLYTUBE, DEPENDING ON WHICH WAY THE FRAME ASSEMBLY TUBE IS ORIENTATED .THIS MUST BE DONE FOR EACH WINDOW IN THE ASSEMBLY, AND THE LOWEST DESIGN PRESSURE APPLIES TO THE ENTIRE ASSEMBLY. DIMENSIONS SHOWN ARE WINDOW. FOR SIZES NOT SHOWN, ROUNDUP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. 4) USING THE TABLE LABELED RINDOWANCHORS REQUIRED' (TABLE 2, SHEET 4), DETERMINE THE NUMBER OF ANCHORS NEEDED IN THE HEAD, SILL AND JAMBS OF YOUR WINDOW. 5) INSTALL AS PER THE INSTRUCTIONS ON SHEETS 23. NOTE THAT ADDITIONAL ANCHORS THROUGH THE WINDOW FRAME INTO THE SUBSTRATE MAYBE REQUIRED (SEE SHEET 2). AND THAT MIN. # 12 X 1' ANCHORS ARE TO BE USED THROUGH THE FRAME INTO THE FRAME ASSEMBLY TUBE (SEE DETAILS ON THIS SHEET). FRAME ASSEMBLY TUBE NOTES: 1) DIMENSIONS SHOWN ARE WINDOW DIMENSIONS FOR EACH INDIVIDUAL WINDOW. FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. 2) ANY 740-SERIES PRODUCT (CASEMENT, AWNING OR FIXED CASEMENT) MAY BE ATTACHED TO THE FRAME ASSEMBLY TUBE. FOR ALL WINDOWS, USE THE WINDOWS NOA FOR ANCHORAGE, SIZE AND DESIGN PRESSURE LIMITATIONS. 3) ALL WINDOWS IN THE COMBINATION UNIT MUST BE ABLE TO INDIVIDUALLY COMPLY WITH THE REQUIREMENTS OF THEIR RESPECTIVE NOA. 4) FRAME ASSEMBLY TUBE TO BE FASTENED TO WINDOW, AS SHOW IN DETAILS, WITH MIN. 912 X 1' SHEET METAL SCREWS. USE THE SAME SPACING AND QUANTITY AS THE OPPOSITE FRAME MEMBER 5) THE FRAME ASSEMBLY TUBE MAY NOT EXCEED 62" IN LENGTH (AS USED IN A 03' FLANGED WINDOW) OR BE USED IN TEE OR CROSS CONFIGURATIONS. 6) THE FRAME ASSEMBLY TUBE IS NOT REQUIRED TO BE CLIPPED TO THE SUBSTRATE. ALL EXTERIOR JOINTS TO BE SEALED BY INSTALLER. 7) FOR ALL COMBINATION UNITS, ADDITIONAL INSTALLATION ANCHORS MAY NEED TO BE INSTALLED THROUGH THE WINDOW FRAMES AT 10' MAX. FROM EACH SIDE OF THE FRAME ASSEMBLY TUBE CENTERLINE. SEE TABLE BELOW: Addllonal Anchors Required on each Side of the Frame Assembly Tube (FAT) r a -6 Window Width Anchor Type A B,G&D 17" • 22.9^ 0 0 > 23" • 25.9^ 0 1 26"+ 1 1 I- u zW Window Helghl AnchorT pe A B, C& D 0 0 0 1 1 1 .ivin—ed al comp4lag wllb 1w Floridn 11 IJIn Cod BM r' MOAN - 1 Miami Undx PmJue or g O ti � gQ a _j O r LL. y0 W Q ho DO U) m yZ W Z � Z Q � O ti LLI Z o LL. Q ` No.56705 �° •' � 3 18' 13 ;' ' STATE OF A. LYNN 6ans P.EN 69705 Window Anchors Required Window Width (in) under 2T 15/18 27.7/8' 3D•314' 32' 134' 37' 46' 63.1 1 60 Anchor Group Anchor Group AneFor Group Anc r Group Anchor Group I Anatlor Group Anchor Group Anchor Group Anchor Group Anchor Group A B C&D A B C&D A B C&D A B C&D A B C&D A B C&D A B C&D A B C&D A B C&D A B C&D Jamb 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 under 23• Head/Sill 2 2 2 2 2 2 2 2 2 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 6 4 6 8 4 Jamb 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 25-15116° Head/Sill 2 2 2 2 2 2 2 2 2 4 4 4 4 4 4 4 4 4 4 4 4 4 6 4 4 6 4 6 8 4 Jamb 3 3 2 3 4 2 3 4 2 3 4 2 3 4 2 3 4 2 3 4 2 3 4 2 3 4 2 3 4 2 �„ Head/Sili 2 2 2 2 2 2 2 2 2 4 4 4 4 4 4 4 4 4 4 4 4 4 6 4 6 6 4 6 8 4 Jamb 4 5 4 4 5 4 4 5 4 4 8 4 6 8 4 5 8 4 5 6 4 6 8 4 Y� 60.5/8' Head/S91 2 2 2 2 2 2 2 2 2 4 4 4 J44 4 4 4 4 7 4 6 4 4 4 7 4 6 4 4 4 8 4 8 4 4 4 8 5 4 7 4 7 4 8 4 4 4 4 4 4 4 4 4 6 4 6 4 4 7 4 7 4 4 4 4 4 4 4 6 4 �, Jamb 5 8 4 6 6 4 b 7 4 6 Heed/S01 2 2 2 2 2 2 2 2 2 4 83" Jamb 6 6 4 6 7 4 6 7 4 6 Head/Sill 2 2 2 2 2 2 2 2 2 4 87' • Jamb 6 7 4 6 7 4 6 7 4 6 Head/Sill 2 2 2 2 2 2 2 2 2 4 72' Jamb 6 7 5 6 8 5 6 8 5 7 Heat 2 2 2 2 2 2 2 2 4 76, Jamb 6 7 5 7 8 6 7 9 5 7 Head/Sill 2 2 2 2 2 2 2 2 2 4 Jamb 7 8 5 7 9 6 8 10 5 Head/Sill 0 2 2 1 2 2 2 2 2 2 2 Ubt: Irub rAeLC rUK( LW1NUUWDrCK 1F1C CVAIIUNJVNJr 1 4.1mCrvalVna JrIUYYN ARG YVINuuYY nr•-w-nn r�tt amca rv��anvrnr,nv�,.0 yr ,."un-•••-^•^-^•'-•••�-•••-•• OR HEIGHT DIMENSION SHOWN ON THE TABLE. TARI F A• Oreup Anchor Substrate Min. Edge Distance Min. O.C. Distance n Min, Embedment Anchor Plate Required? 1/4" steel Ullrecon Hollow Block 1' 6' 1-114' No A #14, steel SMS (G5) crN14, 41W SS SMS S. Pine 518* 1" 13/6" No 6063T5 Alum. 318" 518• 0.050 No A36 Steel 318• 5/8• 0.05a No A653 Stud, or. 33 3/8' 5/8' .035", 20 Oa. No B 012. steel SMS (G5) org12. 410 SS SMS S. Pine 5/6' 1" 13/8' No 6063T5 Alum. 318' 518" .050" No A36 Stool $18" 51T .050" No A653 Stud, Or. 33 3/9" 51W .035', 20 Go. No 1/4' steel Ullrecon 2.85k Concrete 2-112" 4' 1.3/0" No 2.85k Concrete 1' 4' 13/4' No Hollow Block 2-1/2" 5" 1-1/4• No C H12, steel SMS (G5) ort/12, 410 SS SMS S. Pile 518. 1" 13/8" Yes 6063-T5 Alum. Val 518, ilia" Yes A36 Steel 3/8- 5/8" .050' Yes A653 Stud, Or. 33 318' 518" .045" 18 Ga. Yes 914. steel SMS (06) 0r914, 410 SS SMS S. Pine 518, 1" 1318" Ye s 8083 T5 Alum. 3r8" 5/8• 1/16" Yes A36 Steei 31B' S/a, .05o" Yes AM Stud, Or. 33 3/8' 5/8' .045'. 18 Ga. Yes 114• steel Ultracon 2.85k Concrete 1' 4• 1 we Yes 2.85k Concrete 2-112" 4" 1318" Yes D Hollow Block 2-112' 5" 1-114" Yes Filled Block 2-112- 4' 13/4' Yes 114" 410 SS CroteFiox 3.35k Concrete 1" 5" 13/4' No Hollow Block 2-1/2" 5" 1.14• No 5116" steel Ullracon 3.5k Concrete 1-V4' 5" 13/4" No Hollow Block 3- /8' 5" 1-1/4' No FfOed Block 2-1/2' 5" 1314" No NOTES: 1)ANCHOR MUST EXTEND A MIMIMUM OF 3 THREADS BEYOND ANY METAL SUBSTRATE. 2) ANCHORS MAY BE HEXHEAD, PANHEAD OR FLATHEAD. EXAMPLE 1: FOR WINDOW COMBINATION SHOWN BELOW, 7/18'ANNEALED SOP LAN. GLASS. 1/4' MASONRY ANCHORS INTO CONCRETE,+70/-80 PSF OP REQUIRED, NO ANCHOR PLATE AWNING ANCHORS: A) FROM TABLE 9, ANCHORS C & D ALLOW A OP OF +701.90. B) FOR THE JAMB, FROM TABLE 3, ANCHOR TYPE C HAS THE ANCHOR AND SUBSTRATE DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE. C) FROM TABLE 2.4 ANCHORS ARE REQUIRED IN EACH JAMB. C) SIMILARLY, 2 ANCHORS ARE REQUIRED IN THE HEAD & SILL D) DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1. E) PER RULES ON SHEETS 2 & 3, INSTALL 1 ADDITIONAL ANCHOR ON THE FRAME ASSEMBLY TUBE SIDE OF THE AWNING (HEAD & SILL). FIXED CASEMENT ANCHORS ( SEE SEPERATE NOA): A) FROM TABLE 9, ANCHORS C & D ALLOW A DP OF +70b83.1. B) FOR THE JAMB, FROM TABLE 3, ANCHOR TYPE C HAS THE ANCHOR AND SUBSTRATE DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE. C) FROM TABLE 2B, 5 ANCHORS ARE REQUIRED IN EACH JAMB. C) SIMILARLY, 3 ANCHORS ARE REQUIRED IN THE HEAD & SILL. D) DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1. E) PER RULES ON SHEET 2, INSTALL i ADDITIONAL ANCHORON THE FRAME ASSEMBLY TUBE SIDE OF THE FIXED CASEMENT (HEAD & SILL). TARI F d• Head Snubber Locations Glass Type: PVB (Types 1, 3 & 4) SGP (Types 2, 5 & 8) None Required 20" max. from each end & 2T max O.C. 'I 4' �- 10' -� 4. 10• 4• 14• r 17s7• ' 1 31• I 4' 217 20' I 20, 48' _1 13.25' T _i approved av complying with the Florido uldlnil Code Dnte rynA11 N1 ml D. z mduot Dy�if/ M oil U) 'F o g 0 N _ I LL p z J a=mot z � Q 2 yZ LL1 O a- 0 Z rcD O .. O Z ££ z a nU Z \Q Q 1 Q IN zrm. A 0 ® pN TN m N 0o�xti =U ON aY o oZ $ 6 O U ,,\\ N(ILYNN rM/ze���i�i ���'• �\GENSF '• ;�'P i N0. 58705 Of STATE OF CC/` /LkNN MILLER P�. TABLE 6: FOR GLASS TYPES: 1) 5/16" LAMI (1/8 AN - .090" PVB -1/8 AN) Appmed al Complying AV] Ill the Flor(dn uldlrq orlc Dule Iy0A0_ Aflaml u do Product Co 1 89� SEE SHEETS 1 84FOR WINDOW WINDOW HEIGHT ANCHOR , LOCATIONS WINDOW AND WIDTH QUANTITIES. LU }• i 7 TABLE 6: a Z a _ SEE SHEETS DOW N O 1 A93EMBLY FOR WINDOW = 1 LL TUBE pOATOR LL IONSAND O O QUANTITIES. SEE '• 9s WINDOW SHEET3FORANY $ 0 0 (L Q LO HEIGHT ADDITIONAL (- F' ANCHORS LJ.I ADDITIONAL REQUIRED FOR •• ('�•' WINDOW I _ ANCHORTHE '�1 WIDTH 1� (4), IF REG. ASSEMB YETUBE. 0 y z 0 W Z z (D oC9 Z $ TABLE 7• 0 z i Q s € „LU v� 00 �Q FRAME WINDOW ASSEMBLY e HEIGHT TUBE _iL �amN N } M u, qp 10'MAX. o�nn o4x� =o, U Coo Q ADDIn r�,rz o g u_ I WINDOW I ANCHOR o> a o -"1 WIDTH t~ (4), IF REO. o Z z U SEE SHEETS 1114 FOR WINDOW ANCHOR 11 1 1 LOCATIONS AND QUANTITIES. SEE SHEET �110 .( 1,YNN 3 FOR ANY ADDITIONAL ANCHORS �� `Z'��•'ENS(!�� ��� REQUIRED FOR THE FRAME ASSEMBLY `� �� , • 00 E �� TUBE. Q NG,58705 a_ :'p •' S ATEOF ;' •Z :�.c� '•.. FCOR1�?'•'�i9 NOTES: I/O�N1 A� ,• 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. AL/YN iIRER, P.E. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. P.E.668705 O Design Pressure (psQ for Sirgle Windows, All Anchor Groups Window Wmlh urMer 23' 26fU1C 27-7/e• 30374' 3r 34' 3T 46' 63.110' 60' under 23' +701- 80 +70/- BO +70/- 9D a701- BO +701- 00 +70/• 00 +70/• 90 +701- 8D a7a• fl0 +701. 90 26iW18' +701-9D a70/-90 +70/-90 a701-80 ,701-00 a701. 90 a70/-00 a70/-90 a7a-90 ,70I-00 39' +701-90 ,70/-90 +701-00 +70/-80 aTa-00 a70%90 +701-8(1 +TOE 90 +7dA1.1 a7d-71.2 bOWB• +70/-00 a70/•90 a701-90 f70/-00 a7a-80 ,701-80 ,Td$9.2 a7a-77.9 Z 60' a70/- 90 a70!• 80 Na- 00 ,7d+i8.6 Na113.7 Na-78.8 a7d•74.3 83• a701- 00 a70/• 80 +70/• 00 +7a$2.3 ,7a-79.4 f7a•7G8 a7a• 70.1 87' +701-BO a701-80 a7d-(i35 a7a•70.3 a7a-73.4 ,/-69.4 72' a70/-90 ,7a$7.2 a7N-77.4 +I-69.3 N-BS4 76' a7or-so r7d-B1.8 a7a•75.z ./-85 84• a70/• 90 a7a-6D.4 a7a- 70.8 Design Presque (ps0 fa WlnMwe Allephed to a Venbal Frame Assemdy TUDe Windmv Width W w,aerz3• zslalo• zrare• aoa14• 3z• 3a• 3r 46• 53-v9• so• Anchor Group Anchor Group Arcipr Group Anchor Group Anchor Group Anchor G Anchor AncMr Anchor Anchor Design pressure (psp br Wmdmvs Atleched too HorRonlal Frame ASsanay Trbe wean ewlMox un0er23. 26.1df6' 27d18" 303r4• ffi' 34' 3T 46' ti3-i!8' 60' Anchor Group Archon Gmcq Anchor Grap Anchor Gnnq Anchor Group ArchaGmup Ancnororoup Artha Graq Archaf Graq AnchorOroup All All All A,CSD 8 AC6D B A,CBD B A B A B CdD A B C5D A B C D undc23' .Toaeo ar6lso .Toss aTo/so ,7a4f9.4 +Tor-sD .7aass +To/.eo .7a$o.B .7a$o .Taa4a .7aa63 ,IS9.T .Ta-eo ./$6 ./d1.T +laso alaB.b +/-45.a aTa-e4a .Taao �-16rte .Tor -Bo .Ta-Bo a7a�so aTaao +Taco .TOJ-eo ,Torso +Tor-eo +Ta+a +Ta$4 +Ta-oo +/$7.s .To14w +Tm-w ,/ra.6 a7a4w +Tor -Bo +/$1.e a7aa1.2 .:orm .TaaB ore• .Tor-90 aaso ,Taco ,7aao .7as6 .ml-Bo .Torso +Tor-oo aoJso a7aso .Tor -Bo +TaaBB .Ta$B.1 +7a-m +7an.B./b1 aTa$L1 .l$BB ./s4 aTa•T1z .T6ra1.z li0519' +7a-00 +701$0 +7a90 a70F90 ,7a$0 a7a-90Na$0 +701.90 +70/90 a70!$B.2 a7a-09.2 F+7 +7d-77.9 +Tot-T1.9 +7a-77.Bx 60• a7a-90 +701$0 a7a�8D a7a+16.670!-86.6 ,7a$3.7 +7a$3.7aTa•70.6 a7a•79.6+Tilt-74.3 a7a-74.3 +70/-80 +701A0 +Ta4i0 +7a$23 ♦70/4i2.3a7d-78.1 a70/-78.4a7a-7b.6 +7d-75.6aTp!-70.1 +7a•T0.1 +7a•90 +70fa)0 +701$3.6 +7a•763 +701.75.3 +7a-734 +701•T3.4 f/•03.44a7a+p+Tar-672 R +70!•77.4 +/$9.9 +/$9.3HS54 N�65.4a70/•90,7a-84.6+70!•7b.2,/�,/$5 +h1/•90 a7a-f0.4 +70J•70.8 114, FOR GLASS TYPES: TABLES: 2 7/16" LAMI 3/16" AN - .090" SGP - 3/16" AN nppr"vcJ 3t domplylogwith she Florida ulJing Cute Date MOAN 311aml Dale 1..uct Cont ➢S� SEE SHEETS 1 �- &4FOR WINDOW WINDOW HEIGHT ANCHOR z LOCATIONS AND �WINDOW WIDTH OQUANTITIES. O w a TABLE 9: SEE SHEETS I&4 O 10• MAX. FRAMEASSEMBLY FOR WINDOW r J TUBE ANCHOR LL LOCATIONS AND O J� QUANTITIES. SEE U DO W J CO WINDOW SHEET 3FOR ANY o° o O EL F¢-' 6, HEIGHT ADDITIONAL w ANCHORS I ADDITIONAL REQUIRED FOR w v WINDOW I ANCHOR THE FRAME z WIDTH Ilhl�„"--- (4), IF REQ ASSEMBLY TUBE. 0 w z LL 'S 0. z O _ 1 Oo z c7 B � O N TABLE 10: o � w� � O t= az FRAME WW WINDOW ASSEMBLY 2 rn HEIGHT TUBE as 10'MAK x tyro• =U Dy Q AODITIO r w Q o 0 I WINDOW AN. >aY -�I WIDTH (4), IF RED. oZ Z w U SEE SHEETS I & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET ���\ON'( LYNM 3 FOR ANY ADDITIONAL ANCHORS ���•��, "" •, CF REQUIRED FOR THE FRAME ASSEMBLY Q� ; ' v\CENSF •, .p J TUBE. * .• •, NNITAA OO, 58705 Tigo ((/ NOTES: 'NNA� I'SEE SNEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. A Ll)t't� tdILiVR, P.E. 2) SEE 6l EET 4 FOR SNUBBER REQUIREMENTS. P.E.068705 Design Pressure (psq for Single Wugan, All Anchor Groups WiMmv Widlh under 23' 26•ta18' 27-718• 38a4• 3Y 34' 3T 46' 83-178' eD' under 23• +eg/-130 +8f11-130 +gOF130 +S01-t30 a9Dr-730 +8a-730 +ea-130 +BOV-130 +8a-1� +SO%130 261a1G a8a•130 +501-138 agOt-130 +9g1.730 +Sa-130 +Ba-730 a90/-730 aBa-130 +8a-130 +8a-130 39' ,90V-130 +tla-130 +ga-130 r0a•130 +8a•130 +9g1-130 +801.130 +Oa-130 +801-130 +9g/-128.8 E85.8• +8a-130 +801-130 +8a•130 +8a•13D +801-130 +Da•t30 +IXU-130 f801-130 60' +Da-130 +Ba•130 +9a-130 +801-138 aBa-130 ,Da•i30 ,Ba-130 e3• .Da-73o +Dan3o ,Ddt3o .Darn3o .sa-73o ,Da.t3o .Da.t2s.e eT• .sa•73o +Da•t3o +Daa3o +Da-t3o ,Da.t3g +Da.t3o lr aga-t3o .Dat3o +aor•/3o +Da•73o ,Da•t3o 78' +901./30 +Sic-730 +fq/-730 +ga•130 84' +t)OJ-130 +ga-130 +g01.130 Design Pressure (psi) br Windows Attached to a V+Noal FrorreAssemdy tube Witdow Width uber 23' 28•fate' 27-7/8' 36814• 32• 34' 37' 46' CxYt/b• 60- AnohorGroup Anchor Group Anctror Group �� Group Anchor Group 1uCtar Group Axlwr Qoup Anchor Group Anchor Group Anchor Group A B C D A e CSD A,CBD B All All A,CBD B A,C60 B All AO AO under z3• 261a1c wa4i0 «7a4n aTasD aa•Do a7a-ta +7a-Dg a7or•Do .Torso aa•DD +7aao +Ta-m a7a•Do «701s0 +7aso ,7N•90 +la -Do «7a-oo wa•Do +ra•Do +7a-so +7a•Do +7a•Do +Taco .7aso +701.00 «7d•Do +7aaq .7aso +ra-oo a7aso +rasp +7a.Do .ra-Do +:a -Do .7a.Do +la•Do 39' a7a4>8.8 .Ta-70.b +7a-00 r701.80 +7d-70.7 +7a-90 f7d•90 a7a-90 +70%00 +7a•80 +7a-90 _+7a•90 +70!•8g +7a-90 +7a-90 +7aN0 +1a-80 +70/-80 6bb10' H88.3 +1-04.3 +7a-1M1 +7a-90 a/61.4 +7a•80 +71Vd10 +7a-eg +701.8g.0 +7a-80 +7a•90 +7a-90 f70/•80 +7a-8g r7a-90 +7a•90 � 80' +158.6 +1-048 +7a•84.7 a70t-DO +/-51.8 +7d•87.2 t7a•80 f70F90 +70/•7b8 +7a-90 a7a-eD +7a-00 +701A0 +7a•80 +7a•85.4 83' Hb5.7 +/-03.8 +7d-80.7 +70/418.8 +/-08.3 r7d•77.3 r7a90 +TOF90 r70/•72 a7a�0 +Ta90 +7dS0 r7a•88.6 r7a-90 +7a411.3 Design Pressure (psq brwurmxs atacned to a Hantmtal Frame assendy Ttbe Width RWIMor uger23' 26.16116• 27.7l8' 00314" 3r 34' 3T 46' 63-1/8' 60' Anchor Group Anchor Grwq Anchor cYap Anchor GlDlq AncharGroup AnchorGmup Anchor Group ArchorGrotp Arcllor Grote AnchorGmup AO AO All A,CBD B ACbD B A, C24F.701,OO ABC60ABC6D AB CSD A B C Dta10Pf23+70/-90+7a&0+7a-80+7ab0+701-�.4+70!-DO+70J-85.9+7a-D-00a7a•74.3Nd90+7d-76.3+f5D.7+7a•90+/66+/.51.7+701-DO+/•56.5+/-05.8+7d-87.7+7dA025.7511G+TOI•DO+7a-00+Td4qa70/AO+7d-00+707-g0+7or60r7a•9A4+7a-90+7dB0+!•67.6+70160+7a-00+/ES.B+Td-00+7g/-W+/bt.8+701Et.2+7g/-00+Td-00 SD•+70f-!p,701A0♦7d-DOa+7a&0+7D!-!b+701s0+7a-9�g+70/-90+7d-0DaTg1A0+70/90+7d-DO♦70FDDr7a-00r701-90+70/•86.2+70!•81+701b0+7a-00ti0{JB•+7pf•80+7ab0+7d-90+70/s0+7ds0+7a-80r701.90r7a-Dd•BOa701-80+7p'-DD♦70IAD+7Ntl-9g60'+TO!-DD+7a90+7d-00O!-807aA0+7a•80+701&0r7a-DdA0+7a•DO+7tlA0 s3• +To/-DD .Taco ,Taco +7aso ara-Do +Toren aasD a7ol-D aso .Ta-eD aaso sr +Tol•Do .Tam +Taco +raso +roso +70Jaao +7aso a70/•9 7T +7a-80 +701-DO +7d-DO +707-00 r7a•00 +70/•DO No/OD 7s• +ra•Do .To/so +7aso .7dso .7aso e4• +To/-Dg +To/m +Taco TABLE 11: FOR GLASS TYPES: 3) 7/8" LAML IG: (1/8" AN - 7/16" AIR -1/8" AN - .090" PVB -1/8" AN) 4pprored at complylog with IL Florida ute DollNAAMIAuel Conlro SEE SHEETS I & 4 FOR WINDOW WINDOW HEIGHT ANCHOR z LOCATIONS WINDOW AND WIDTH QUANTITIES. 0 W a ; � Z TABLE 12: '> z` Z 06 SEE SHEETS I&4 N Z O 10'MAX. FRAME FOR WINDOW ` LL I LL TUBE ANCHOR LOCATIONS AND QUANTITIES.SEE WINDOW SHEET3 FORANY o 0 0 W Q HEIGHT ADDITIONAL d ANCHORS W I ADDITIONAL REQUIRED FOR W 0 '• I WINDOW ANCHOR THE FRAME �j w Z ---"'III WIDTH lll��� (4),IFREQ. ASSEMBLY TUBE 0 a 0 52 W Z_ ED It CO Z (� O a� ZQ TABLE 13: L �° �0Q x FRAME WINDOW ASSEMBLY m HEIGHT TUBE I ® �Nn 10'MAT(. o�Nn p x ZWo.. =�n]A WINDOW ANCHOADDITIR R e o 0 WIDTH AN IFOR o Z O U SEE SHEETS 1 6 4 FOR WINDOW ANCHOR 111111 LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS `` �GENS REQUIREDFORTHEFRAMEASSEMBLY Ca;'• �' 8 '•P TUBE * ' No, 58705 BT3 a F3 .mow` NOTES: 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. ���� 1 A. LYMd #ULCER P.E. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. P.EN 68705 Design Pressure (IttQ fa Singlo Windows, All Anchor Groups Wmdax wmh 2b16/18' 27-7/B' 303�4' 32• 3d' 37• 46' b1110' 00' under 23• ,701. 90 +701-90 «7a-80 +701-90 ,7a•90 +701. 80 +7a-90 +701-e0 ,701. 80 26-t5rts ,70/-90 ,7a•ao .7a.90 «�01.90 .7a.90 ,7a•90 .7w-eo +7al.eo +7a.90 39• ,70/•90 +7a-BD «7a•80 +7a•80 +7p/•BO +701-90 +7a-90 a7aA3.2 +7a•73,1 bos's F.7 .7a.gg +70l-90 .ra•9o7a•90 +7a-90 ,7o%so +7aao 60• .7a•90 +701-90 +7a$9.0 «70.85g .7aAt7 .7a.76.zm• +7a-w nol-+u .7aaa.4 +7aa1s .7m-n.b +7m-7t.e6T +70%BO +7a$5.6 +7a-7B.3 +7a-76.3 +7a•712 7T ,TO1-BO ♦Ta89.b +7a•79.4 ga•71.1 a/-87.1 7E +70/• 90 .7a$B.e wa• 77.z d-6a.e ea• +701- eo .7a• e25 +7a• 727 Design Pressuro (psB fa Windows Alleated to a VeNeal FramaAssamgly Tube Window Wx11h uroer 23' 2b1a16' 27-7/g• 30.Y4' 32' N. 37' 4C 53118• 50' Arctar Group ArolprGroup Anoha Group Anchor Group Arroha Group Arctw Group Anchor Group Amlaf Group Anchor Grarp Anchor Group A B C D A B C8D A,CBD S AN All All AN All M AO wwer23• 2616'16' .7aao +7a-90 aa•90 .7a•90 +7a-90 a70/-90 +7a•90 +1a-80 «7a-90 ,7d30 +7aao +7a•90 +7aan a7a-90 .7aao «7a-90 +ta+10 +7a4i0 +7a-90 +7d4q .xvso «7aS0 «7aao ,7d-90 +7a•90 •701.80 +7a-so a701-90 +7a�o +7a-90 +70%90 +7a•90 39• «7aea.o +7aaob .7a•90 +ra-90 .7a-Tea .7a-so +7a-so .7aao +7asd +7a.00 .7a-90 .7aao .Tor-90 .ra-oo waa3.z .701.73.t 50-5r5• ./c9a +/sa.3 +701�90 .7a-90 +/�1a +7o1.1D +7a-90 +7aoo +7a.eo.e +7a-oo +7aso +taco .7aso a7m•eo so• H5B.5 ar�5.e «7o/aa.7 +Ta-eo a-b1.e .7aat.z .7a-so +7o/-so .7aa6.e +7a•ee.e +7a•86.6 +7aat.7 .7o1a62 69• H•65.7 +/•43.0 +70/•80,7 ,7a4i9.6 +/-d9.3 +7a•77.3 .7a•oo +7a.90 +ta•72 +7a-Od.4 +7a$t5 +7a•77.5 +7orat.e Design PRSs1fd fpsQ far Windows Atlarhed loa Horizontal Frame Assembly Tube WIUh RWlnOon IrMer?3' 2b76/16' 27-7/� 303/4' SL• 3T 3T' 46' 631I8' 60' Anchor Group Arcror Group Anchor Coup Arclla Glaq Anchor Getup AMhaGmup ArKhorGmOp ArclwrGmrq Archer Group Anchor Group M AN All A,Cd.O B ACBD B A,C6D B A B C60 A B C60 A e C6D A B C D uNer23' +701.90 «7014)0 +7a6(1 00 +7a-VIM ♦7a�A +7a410 ,7a•85.0 +701-W +7d-8D.8 «7tl90 +7a•74.3 +7tl-0D Nd-763 Nb97 a7d-911 +/$ +/L1.7 +7a4a0 +lL66 H•45.8 +7tl4f4.7 +7tl-00 25.1611G +701.9D ,7a�90 «7a&0 +7aao +7d-00 +Ta-g0 ,7a�oo +701-g0 +70Js0 +7as4 «7a•90 ,7a.op +/�67.6 Na+7o +7d-97 +/39.5 ♦7d�00 +701.9D ,1L1.6 ,70181.2 ,7aa10 +7tla19 39' +70/-00 +701-0D +7d-06 +7d-00 a7d-00 +70/A0 +7a90 +701-90 NOIAO +7d-00 +701-90 r7d-00 a7d3A9 a7a•B8.1 +7d-90 .7a-7LB H$1 +7d83.2 +/6a.9 +lbd +7d-73.1 +701.73.1 ja bo�/a• .mr-eo +70/90 .7a•vo «7a-90 aa4w .7oA90 aoroo +7a-go ,7a/-90 +7a-oo +7aoo ,7a.90 .:ol•fio .7aeo +7a-eg $ fio• +7a-w .7onoo aa-90 .7tlsea .7o1-ea.e .7aa5a «7a•b6.e .7olst.7 +7o�a1.7 «7aa6.2 waa6z .ml-7az E63• +7a-W NO!&0 a7d60 Nd81.4 +70/4WA Nd$1.5 +70/•St.6 +701.77.6 +7d-77.6 +70/-71.9 +7d-71.g +TOl•71.9 � 6T' +701•90 +70190 +70/$5.6 +7a-78.3 +7a•78.3 a7a-76.9 +7a-76.3 +7a-71.2 +7a-71.2 72' +701-90 a701-89.6 a701-79.4 +7d-71.1 a701-71.1 Hb7.1 +IELt 76' «7a-90 +Iill-05.a +701-7T.2 +/£6.6 N{�66 a4• +7a-tD +701.826 +701-727 I 1 FOR GLASS TYPES: TABLE 14: 4 7/8" LAMI. IG: 1/8" T - 7/1 B" AIR -1/8" AN - .090° PVB -1/8" AN ayproeed as edmpglna with the ( ) Floriva Buldin cud` Date ($Ones -I MImI Dnde p"d.0 1 1 By ,� SEE SHEETS 1 &4FOR WINDOW WINDOW HEIGHT ANCHOR LOCATIONS AND WWDOW� QUANTITIES. WIDTH Q W IL TABLE 16• '> .� 10• MAX. FRAME a Z s 2 ASSEMBLY 2 O TUBE � J J� U. m C9 (� . O WINDOW HEIGHT i; 0D LU J m OD 0o a I ADDITIONAL I WINDOW 1 ANCHOR (n WIDTH 111���--- (4), IF REQ. � o �. O yZ SEE SHEETS 1 8 4 FOR WINDOW fn Q ANCHOR LOCATIONS AND QUANTITIES. Cn SEE SHEET 3 FOR ANY ADDITIONAL X LU z ANCHORS REQUIRED FOR THE FRAME (q d ASSEMBLY TUBE. � oz TABLE 18: a LU 1 oo �Q n J- FRAME W WINDOW ASSEMBLY 2N m HEIGHT- TUBE 1 _� M u, `>+ 10"MAX. o zu➢a.. D 2 ()mv Q ADDITIO o z a o 0 ft WIDTH (DOW OHOR IF RF.O. S � oZ Z G�7 SEE SHEETS 1 6 4 FOR WINDOW ANCHOR 111 t l t l l 1/ LOCATIONS AND QUANTITIES. SEE SHEET �• .......� 3FORANYADDITIONALANCHORS �,ZO."ceNSt; ;P REQUIRED FOR THE FRAME ASSEMBLY J ••. TUBE. :• NG 58105 01 gig) uwi STATE OF _� NOTES: ///11111111 �1 11SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. A LYNN MILLER, P.E. 23. ) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. PE.p 68705 Design Pressure (ps() brSLDle Wlndvxs, AIIAnctror Gro ups WuldnrrtlAdth under 23' 2516176' 27-718' 30314' 3r 34' 3T 48' 63118' 80' urckr 23` +7a$0 +7d$0 +lam +7d$0 a7dm ,7am t7am +7dm ,7a$0 +7am zs-tsrts• ,ram Nam +ram +lam ,7a•Bo ,7d-Bo ,ram +ram +lam +ram 3s• +7am *ram Pram ,ram +ram Naao +ra•Bo +ram worm +7a$1.z soya• Nano +ram rra-Bo +ram ,7dm +ram +ram .m$ae x 60• +7d$0 ,7dm +7dm +7am +7(V-80 +7dm +7a$4.6 63• +7dm +ram +7am +7a•90 +7a•90 Na$&1 r7d-1&8 8T +7a•80 +7d-BD +7am f7a-07 +71V$3.8 Na-7D.1 rr +ram +ram Na$az araae Ndaa.e 76' +7am ,7am +7a$5.8 +7or-74 84• +7am +7a$0 +7a80.6 Design Pressure (pa0 for Windom Attached to o VoAtoN From Assembly Tube Wugow Width render 23' 2S1a16• 27-7IB• 3D•3r4' 3Y 34' 3T 46' 63•tI8' 8d Anchor Group Anchor Group Arwhw Group Anchor Group Arolpr Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group A S C D A B C8D A,C6D B AB A9 All AI A,CSD B All AO under 23' +7a�80 a7a-90 •7or-90 +7am +701-DD f7a-00 +7am a7d-80 +7am +701-8D +7a•90 +ram a7a-90 +7am r701$0 a7a-90 +701-90 2615178• +7or-W +7am Nam +7am ,70/•90 Na-90 +7am •7a•9D Na•90 +70!•80 •Ia-90 +7dm +7am +7am +70lm +7a•90 t70f•90 39• a7a$B.8 a70l-70.6 Nd-9D +7am •7or-70.7 +7or-90 Nam +7a$0 +7am a70!•80 +7a-9D Ndm a7a-90 +7a•80 +70/•90 +7d-90 +70I-812 6oru6• .r-0e.3 iF6a3 •7or-Bo +7am •/$1.a •w-Bo +ram Na-w +7a$a.s Nor-ao iw-90 a7am Na-s0 .7or-0s.s Na$1.4 50' a/-08.6 +/.15,8 •7or-84.7 +7am i/•51.8 •7a$1.2 +7or-90 a7a-90 +7or-76.8 +70r•90 +7a•90 •7d-80 •7a$4.8 83• r/$6.7 a/-43.8 awm.7 r7d-09.6 +/<18.3 +7or-77.3 ,7am f7a•90 Na-72 a701.90 +w•90 aw-06.1 +7or-79.8 Design Pressure (p50 far Windows Attached to a HoAtotltl Frame Assembly 7UED Widen RWOMux ardsr23• 25.1N18' 27-718° 303'4' 3T 34' 37' 46' 6&118' Fi0' Arches Group Anchor Group Arches Group Anchor Group Arches Omlp Anchor Grotp Arches Grelq Arctpr Greip Arctprerap AnarorGrap All All AO A.CRD B A. CSD B A.C6D B A B C6D A B C6D A 0 CdD A B CdD under 23• +70/•9D r7a�90 •70f-OD a701-90 +7a$0.0 +7am r7a+15.9 +70/m +701-�.8 ,701m a70f-74.3 +7am a701.76.3 rl$9] +7am ,1bs +/-51.7 +7a-90 H-58.5 N-05.0 +701$4.7 2s16✓ts• .w-ro aw�BD ,7orm ,ror-w .7of-90 +wen +ro7m ,7olm .7ofm ,7or$4 .7am aram alar.6 +7am a7am +/sa.6 .7am .7aso ./aLe Nor$Lz ,7or-90 39" +701-00 aw-!$ +TOI-9g i70/-90 +7pf-00 +701m +w&0 ,701m t7am +701m +70fm +7am +7a•69.9 +70r.�.1 +7am +w-77.8 rw-76.2 +7d-0D +/-fiB.9 +l$4 Na&1.2 fiOS'8' i70i-90 +7or-90 a701-90 aw�80 iw-OD a701m a7am a70fm Nam f7am +70/m +7am +701$0.8 +w$1.4 *7a$8.0 ]IDa 50" rw-90 a70190 ♦70t$0 a701.90 +la-f10 •70/m ,7am +70/m +7am aw$4.8 +w•Bd.s alp/-84.6 E63` +7or-90 +7D!-9g +70/-90 ,7a•90 a7a•W awm a701m ,7a$6.1 .w$6.1 +701-79.9 +70/-79.9 iw•79.8 � sr .ml-90 +w•90 ,701.90 .7a$7 +7a$7 ,7a$as Na$3.s a7a-7a.t +w-79.1 7r +701.90 r7o1.90 ,ro$6z +jar-7e +7a•7e araaas +7or-rd.s re ,7a-so ira-90 +7a$6e +w-7or i7a•74 8d` +w-90 r701.90 ,7d$QB TARI F 47- Design Pressure (psq fa Singlo Windows, All Anchor Groups Window Wldlh urber 23• 25.1918' 27.718• 309N' 3r 34• 37• 48•5-113 BO• under 23• 2515'f0' *M-130 +9a-130 +9a•130 saw-130 061-130 .9a-130 +Ba•130 +ea•130 40a-130 48D1.130 +001-130 +8a-130 +9a-130 .9a.130 4901.1 +Oa-1 +9a•130 +001-130 391 +90/--130 +9a•130 +9a-130 rOW-130 .901-130 49a-130 +901-130 40W-1 +9a-13D 5MB- 49a-130 +901-130 +ga-130 +901.130 .M-130 .9a-130 +9a-130 r901.1 W .tW/--130 +W-130 +M.130 +8of-130 +9a-130 4901.130 +901-130 1. +9a-130 +8a-130 +901.130 +9a•130 .9a-130 +m-i30 +9a-130 gM Br +90430 +901•130 .W.130 +901-130 +W.130 .9a-130 72• .9(9-130 +9a-130 t901-130 +00/-130 +9a•1-10 76' .9a-130 +M.130 49a-130 49a-130 84• tBa•130 +90%130 49a•130 TARI F 1R• FOR GLASS TYPES: 5) 7/8" LAMI. IG: (3/16" AN -1/4" AIR - 3/16" AN - .090" SGP - 3/16" AN) 6) 7/8" LAMI. IG: (3/16" T -1/4" AIR - 3/16" AN - .090" SGP - 3/16" AN) SEE SHEETS 1 & 4 FOR WINDOW WINDOW HEIGHT ANCHOR LOCATIONS AND WINDOW WIDTH QUANTITIES. Design Pressure (pso far Wlndous Allached to o YerUuI FomoAssombly Tube window W1aln under 23- 25-16/76• 27-7/0' 3434' 32' 34• 37' 4G 51118• 00• Anchor Group Anchor Group Anchor Group Anchor Group Ahohor Group AnclCr Group Plollor Group Anchor Group Anchor Group Anchor Group A B C D A 8 C8D A,C&D B All All A,0&D B A,C&D 1 S All A0 All under2Y 0( 16118' +701•90 4701-90 +701•90 t70190 .7a•00 +70b90 .74Y-9D +701-90 +70190 +70190 +7a•90 +70190 +701•90 .70f-90 .701•90 +70/-00 47a90 +701-90 +701-90 +70/-90 +701•90 r7a-W 1701•90 +7a•90 4701.90 47a-90 +7a•80 +7a40 +7a•90 1 +701•90 .701.90 .701•90 +701-90 +701-90 +7a•90 +701-90 391 +70/a.9 +701.70.5 +701-90 +70f-90 +701•79.7 +701•90 +701•90 +701.90 +701•90 .701•90 t701•90 +701•90 r7a-90 +7a•90 +701-90 +7a•90 +701-90 t70/-W 506I81 .7-08.3 4/-54.3 +7a90 47000 +16L4 +7a90 +70190 .70190 1_+70140 +7a-09.0 47a-90 +701-90 +7a•90 +7a-g0 .la so +7a•90 +701•90 }� 600 .148.5 ./4&8 +70164.7 +70190 ♦651.8 +7a6f.2 .7a90 +70190 +7a•75.8 +7a•90 t7a-90 +70190 47a•90 +701-90 +7a6&4 e3• +165.7 +f-43.6 +7aA0.7 +7a.&9.5 4/49.3 +701•77.3 +70190 1 4701-72 1 +701•9D 1 +70190 +701•90 +701.88.5 +701.90 40161a TARI F 10- 10•MAX. FRAME I ASSEMBLY TUBE Ji- WINDOW HEIGHT I ADDITIONAL I WINDOW ANCHOR WIDTH F- (4). IF REQ. Design Pressure (psg lur WMWNs Allmhed to ® HoOionfel fomeAssemby Tube Wldih RWitggs zstslls• n-7fe' so9r4• 3z- 3e• our 46• 53-118• s0' Anchor Group Anchor pap ArCIWGMW Anchor Group Anchor Group AnclorGrap AmhorGolp AMIWGMLP AnCIWGmOp All All A,C&D B AC&D B A.C&D B A B C&O A B C&D A S C&D A B C D IUMa23' F+701hl .701-00 +7a90 +701-00 +70f-W.4 .70f9D *70145.9 +70190 .7a-80.0 +7a90 +7a-74.3 +7a9D +701.76.3 .169.7 +7a90 ./W .161.7 47a-90 +/S&5 H-45.8 ♦7a64.7 +7 90 25-75/16• .701-9D +7tl40 +7a90 .7a-00 +70/-00 +7a-00 +70/-90 +70/90 +7a64 +701-90 .7a90 +/67.6 +70/90 +7a-90 .148.5 .7a-00 .701.90 +Ib1.B +7a67.2 +7a-00 .70190 39• +70140 +7tl90 +701A0 +7a-00 +701-90 +701-90 +701-9D +70190 +7a90 +701-00 .7a90 47a-9D +701-90 .701-90 +70140 +7a-90 +Ta-90 +701.66.2 +701-81 +70190 +7a90 50-Ml +70190 +7a90 +70190 +7a-BD +70190 +70/90 +701-90 +70190 +7W4M +70190 47a-00 +70/-9D +70I90 +7a-9D = 60• +7a40 +7a-00 +70190 +7a90 .70190 +70/-90 +701-OD +70190 +7a60 +701-90 .7a90 63• +7019D .70'-00 1 410140 +7&90 .701-90 +7a60 +70/90 +701-00 +7a90 +701-9g .7091) a7• +7a90 47a90 +7tl90 .70190 .7tl90 .701-90 +7a90 +Ta-90 .70140 Tz• .7a9D +70160 +7tl90 +7a90 +itl40 +701.90 +70f-0o 76' +7a-9D +701-W +70r40 +7a40 +70;90 84- 1 +701-90 a0140 I +70190 1 NOTES: 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS, SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET3FORANY ADDITIONAL ANCHORS REQUIRED FOR THEFRAME ASSEMBLY TUBE. I - FRAME WINDOW ASSEMBLY HEIGHT TUBE 10-MAX. ADDITID ANCHOR (4), IF REQ. WINDOW WIDTH SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. 4PP owd as eomp4IIls vdlh the FTalidn Ruldla Coda Dalt j-�•1,LL MOAN, A11oml adz r-w T.Rr01 Dy� y LJ W z G7 t NZ N Q -J o LL J 3 So a h0) w O yZ W Z a A Z Z _" co (D $� m O .zF0 Z k¢ 9 of °LU i 8 I ® �N 0.n N 9ce U x iVz mN O o >>Ax oZ z � U P�•��,. •'�tOENSF''ti FOP �i / No. 58705 STATE OF '• (C/` G� i�T�'•., FGORIOP•• •,���`�,s/ONAk- //jfulnnr A. LYNN MILLER, P.E. P.EB 58705 TABLE 9n- Item Dwg. # I Description Mat 1 7002 Main Frame Head, Sill & Jamb 6063-T6 Alum. 2 7071 Anchor Plate 6063-TB Alum. 3 7003 Sash Top, Bottom &Side Rail 6063-T6 Alum. 4 7008 Frame Corner Key Steel 5 7009 Sash Corner Key Steel 6 7078 Frame Gasket Vinyl Foam 7 7072 Sash Corner Gasket Vinyl Foam 8 1 7070 1Bu1b Weatherstri .187" x.275" Flex PVC 70 10 7024 1 Maxim Multi -Point Lock Steel 11 7026 Lock Support Plate Steel 12 7014 Multi -Lock Keeper Steel 13 7013 Tie Bar Guide Nylon 14 7015 Tie Bar Assembly Steel or SS 16 7029 Maxim Projected Operator Steel 17 7030 O eratorGasket Vinyl Foam 18 1 7031 lOperatorBackin Plate Steel 19 7051 10perator spacer Block Nylon 21 7034 Operator Track& Slider Steel 22 7023 Projected Hinge, Manuf. by Truth Steel 24 Snubber Anti -blowout Clip Steel 31 DuraSeal Spacer 32 1713 Setting Block 5/32" x 3/16" x 1-114' EPDM 33 1 1714 Setting Block 5/32" x 7/16" x 1.1/4° EPDM 7036 Bead B 6063-T6 Alum. 7042 Bead C 6063-T6 Alum. 7059 Bead D 606M Alum. L 1224 VIn lBulbWstp(Thick) Flex PVC70 1225 VIn I Bulb Wst Thin Flex PVC 70 Dow899SlliconBackbeddln 7006 Screen Frame 3105-1-114Alum. 61 1 7040 iScreen Corner Key Polypropolene 62 Screen Cloth Fiberglass 63 1635 Screen Spline EM. PVC 64 320 Casement Screen Spring Stainless Steel 70 134 Add -on Flange 6063-76 Alum. 71 7004 Frame Ass Tube 6063--76 Alum. 72 Maxim Pivot SilderAssembly Steel 80 118-32 x 1/2" Ph. Pn. Mach. Scr TYPE B Stainless Steel 81 1157 #8x 1/2" Ph. Pn. SMS Stainless Steel 82 #8x 5/8" FI. Ph. SMS Stainless Steel 83 #8 x 7/8" F.H. Ph. SMS Stainless Steel 84 #8x r' FI. Ph. TEK Stainless Steel 85 #8 x 1" Quad Pn SMS Stainless Steel 86 48 X 1.1/2" Quad Pn SMS Stainless Steel 87 130x 1/2" Ph. Pn./TEK Stainless Steel 89 #10.24 x 9/16' Ph. Pn. TYPE F Stainless Steel 90 1 1#12 x 1" Ph. Pn. TEK Stainless Steel AS R TAB �^ N0.58705 STA E OF ; . 0��.,• FCORIOP,•' �� � A. LYNN�MILLER, P.E. P.F.5 rA705 .062' I NOM. . � ---47773---4' 2.919' } A39' 4 I .062" NOM. 1.159" �— 2.784" 2.139' OFRAME HEAD, SILL & JAMB #7002, 6063-T6 I1 1.356" 11 1T Ir L j TA41" .095, —1 j OANCHOR PLATE #7071,6063-T6 708' j .05D' I� .t165' L� 35 BEAD B #7036, 6063-TO �+ .172" .8JJj70" LI .05V �-- .569" 37 BEAD D #7059, 6063-T6 "tLGW:-:iNL,l T. 1070 TECHNOLOGY DRNE N. VENICE, FL 34275 P.O. BOX 1529 NOKOMIS; FL 34274 CERT. OF AUTH. #29296 3 SASH TOP, BOTTOM & SIDE #7003, 6063-T6 —i .040" 1.000, .423' VO' FIXED 60 SCREEN FRAME 97006, 6063-T6 .523' �f�nn .0sw .Bay IIILLL 7 36 BEAD C #7042, 6063-T6 Revision; .126' 2.701" .062' .093' 71 FRAME ASSEMBLY TUBE #7004, 6063-TS 2.203' .093' .09Y 70 ADDON FLANGE 0134, 6063-T6 4twowd at complylgg wllb tbo Moridn tdlagCode Date` ryonD M ail Dade Pmaw Coptrol BY� I BOM AND EXTRUSIONS I J ROSOWSKI I AWNING WINDOW DETAILS.7 LM & SM 108/08/12 AW-740 I NTS 110 OF 10 NOBEL P9MA Nl-QADE MIAMI-DADE •COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11.805 SW 26 Street, Room 208 AFFAIRS (PERA) _ Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 3i5-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) wwnv.miamidaae-Qov/pera/ PGT Industries 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 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 AM (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 "SGD-770" Aluminum Sliding Glass Doors w / wo Reinforcements APPROVAL DOCUMENT: Drawing No.PGT0002 Rev C, titled "Series 770 Alum SGD-LMP', sheets 1 through 23 of 23, prepared by manufacturer, dated 08/05/07.and last revised on 10/11/11, signed and sealed by Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and .Small Missile Impact Resistant Limitations: i. 'See table 1, 2 & 3, sheets 7, 8 & 9 of this approved drawing set for applicable SGD unit sizes, design pressures, reinforcements, glass types, sill riser and anchors requirements. 2. Egress operable doors must comply with min clear width per FBC, as applicable. 3. All laminated glazing options are with interior HS glass, see glazing options, sheet 1, 5 & 6. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and 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 filed and there has .been no change in the .applicable building code negatively affecting the performance of this product. TERMWATION 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 # 09-0826.10 and consists of this page 1 and evidence pages E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq L Chanda, P.E. hnaru�E courrnr A -ROAD PF t1�Z21 NOA No 11-1018.14 Expiration Date: February 17, 2015 Approval Date: December 01, 2011 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (transferred from file # 09-0826.10). 2. Drawing No.PGT0002 Rev C, titled "Series 770 Alum SGD-LMI", sheets 1 through 23 of 23, prepared by manufacturer, dated 08/05/07 and last revised on 10/11/11, signed and sealed by Lynn Miller, P.E. B. TESTS (transferred from file # 09-0826.10) Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, 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 (b) 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-5980, FTL-5993, FTL-6036, FTL-6001, FTL-6014, FTL-6015, FTL-6017, FTL-6023, FTL-6024, FTL- 6025, FTL-6028, FTL-6031, FTL-6033 and FTL-6036 dated 08/10/09, .all signed and sealed by Julio Gonzales, P.E. Note: The test reports No. FTL 5980, FTL 6001 and FTL 6015 have been revised and reissued on 12/29/09, signed and sealed by Julio Gonzales, P.E. C. CALCULATIONS 1. Statement letter dated OCT 11, 2011 of compliance to FBC 2007 & FBC 2010, prepared by PGT, signed & sealed by Lynn Miller, P.E. 2. Statement letter dated 10/07/11, Successor Engineer adopting the another engineer's work per FAR 61G15-27-001, signed & sealed by Lynn Miller, P.E. 3. Anchor verification and comparative analysis dated 08-19-09,12/03/09, 01/06/10 and last revised on 01108/10, prepared by PTC, LLC, Robert J. Amoruso, P.E. (transferred from file # 09-0826.10) 4. Glazing complies with ASTME-1300-02 &-04 D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 07-1116.04 issued to E.I. DuPont De Nemours & CO., Inc. for "DuPont SentryGlas ® Plus", expiring on 01/14/2012. 2. Notice of Acceptance No.11-0624.01 issued to "E.I. DuPont Denemours" for "DuPont Butacite ® PVB", expiring on 12/11/16. F. STATEMENTS 1. Statement letter dated OCT 11, 2011 of compliance to FBC 2007 & FBC 2010 and "No financial interest", prepared by PGT, signed & sealed by Lynn Miller, P.E. 1. Statement letter of conformance to FBC 2007 and no financial interest, dated 08-19- 09, signed by Robert J. Amoruso, P.E. (transferred from file # 09-0826.10) 2. Letter of lab compliance, part of the above test reports. G. OTHER 1. This NOA revises # 09-0826.10, expiring February 17, 2015. 2. Test proposals No(s) 09-0177, 0177-A, B & C approved by CCfJ., Ishaq 1. Chanda, P.E. Product Control Examiner NOA No 11-1018.14 Expiration Date: February 17, 2015 Approval Date: December 01, 2011 E-1 1. GLAZING TYPE OPTIQNS: (GLASS RECIPES ARE FROM IXTERIORTO INTERIOR) DESIGN PRESSURE CHART GLASS STRENGTHS - T =TEMPERED ws = HEAT sTRFJVCTHErD SEE TABLES 1, 2 & 3 ONW+ MRLAYER 0 DUPONT BUTACITE PVB TYPES - 6GP = .090 DUPONT SENTRY GLAS PLUS DBpVB = .09 G3.7/16" LAMINATED: (2) LITES OF 3/16" H5 GLASS WITH AN .090 DBPVB NNTERLAYER. SHEETS T 8 & 9 G4 - 7116° LAMINATED: (2} LITES OF 3(18' HS GLASS WITH AN .090 SGP (NTERLAYER G3A - 9116" •LAMINATED (2) LITES OF 1!4° FIS GLASS WITH AN .090 DBPVB !NTERLAYER. G4A - 9h6" •LAMINATED: (2) LITES OF 114" F GLASS WITH AN ,09D SGP INTERLAYER. G6 - 1,- MINATED I.G. 3116- TEXT. CAP + 318" AIR SPACE + 7116" LAMINATED: (2) UTES OF 3116' HS GLASS WITH AN .090 DBPVB INTERLAYER. GB - 1" LAMINATED FG7 3116"',LT EXT. CAP + 318'AIR SPACE + 7116' LAMINATED: (2) LITES OF 3116" HS GLASS WITH AN .090 90—P(NTERLAYER. G5A -1" LAMINATED I.Q. 114" T EXT. CAP + 5116' AIR SPACE + 7116" LAMINATED: (2) L•ITES OF 3116' HS GLASS WITH AN .090 DBPVi3 INTERLAYER, GfiA- i' LAMINATED I.E. 114" T EXT. CAP +5/16' AIR SPACE + 7H6" LAMINATED: (2) UTES OF3116- HS GLASS WITH AN .OW 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 NOA DRAWING MAP SHEET GENERAL NOTES...7 ,"..1 QUALIFIED CONFIG.......... 24 GLAZING DETAILS....-......5.6 ANCHORAGE .....................7-15 DESIGN PRESSURES_,,.,, 7-9 ELEVATIONS .....................15-16 CONFIGURATIONS ........... 17 VERT. SECTIONS..............18 HORIZ. SECTIONS ...... ..... 19-20 PARTS LIST ............. ...... 21 EXTRUSIONS .................... 22-23 3, ANCHORAGE THE 33113% 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 THROUGH 15, 4. SHUTTERS ARE NOT REQUIRED. 5. INSTALLATION SCREWS, FRAME AND PANEL CORNERS TO BE SEALED WITH NARROW JOINT SEALANT. G. REFERENCES: TEST REPORTS FTL-5980, FTL-6893, FTL-6001, FTL-6014, FTL-6015, FTL-W17. FTL•6022. FTLJ6D23, FTL4M24, FTL-6025, FTL-6020, M-W31, FTL-6033 AND M-6036, DATED 8R109, ELCO TEXTRON NOA:07-D425.01, 03-D226.05, ANSI/AF&PA NDS-2005 FOR WOOD CONSTRUCTION AND ADM-20D5 ALUMINUM DESIGN MANUAL 7. THIS PRODUCT HAS BEEN DESIGNED 8, 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. CONFIGURATIONS( SEE UP TABLES (SHEETS 7-9) AND CONFIGURATION ILLUSTRATIONS (SHEETS 2-4). A.D.L.O.WIDTH=PANELWIDTH-7" B. D.L.O. HEIGHT= PANEL HEIGHT- 8.25" NOTES PERTAINING TO ANCHORAGE DETAILS ON SHTS, 13-16: 1. FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO 114' OR 8116'r ULTRACON (FORMERLY TAPCON )CONCRETE SCREWS OR 1/4' ELCO SS4 CRETE-FLEX. SEE TABLE ON THIS SHEET FOR EMBEDMENT. EDGE DISTANCE AND SUBSTRATE REQUIREMENTS. 2. FOR WOOD APPLICATIONS USE #12 STEEL SCREWS (G4 114' ELCO SS4 CRETE-FLEX MAYBE USED INSTEAD OF #12 SCREWS (PAN HEAD] 3. WOOD BUCKS DEPICTED AS 1XARE LESS THAN 11121 THICK. 1x W006 BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2X ARE 11127 THICK OR GREATER. IXAND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER ORARCHITECT OF RECORD_ 4. FORATTACHMENT TO ALUMINUM: THE ALUMINUM SHALL BEA MINIMUM STRENGTH OF 6011 46 AND A MINIMUM OF 118" THICK. THEALUMINUM 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 WrM 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 MA7ERIAL IS NOT REQUIRED. IF USED, NON -SHRINK, NON-METALLIC GROUT, 3400 PSI RAIN., (DONE BY OTHERS) (MAX. 114' SHIM SPACE FOR GROUT) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD. 30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. Can eerew Mchorage Minimum en and MIhlmum ge PlsGtnw Re ulrement7 nd and ", Jambs Conuals Un-Grouud emu Groused CMU TYAO via. !In. Earb: ri1(a. Ed min.Emb, WO.Ed Mtn. Emb, Mfn_ Fd Elco ufradoli 1r4" 1 9i6 2 112 t 114 R trd 1 914 2 ll2 51111" 1 34 1 114 i 114 1 Wle 1 SA 2 112 19eo Crete -Flea 684 1w 1 314 2 112 1 V4 2 112 Not Aemmme wa i'+ldokwicher7rndonl P41odkMduuungAdapter iAndwSheerl c oncrata Groulad emu Concrete l3rdumd CNiU Type via. Min Emb. Mfn. Ed I Min. Emb, Mid. Gd IMIh. EMb. Min, Ed 1 min. Emb. Min. Gd EfCp UIbaCOn tfM 1 314 2 712 1 314 2 412 1 1 514 1 2 112 1 1 V4 f 114 EIGo Crate-FIaA SS4 1f4" 1 +„rq 2 112 Nd Reewmended -1 1 314 2 112 1 NW Remmmended FBC2010 CODECHAplGE NOWUN,, FL 34275 AQ BMC 1529 NONOMA FL 34274 Ommle Strength Requimmant® Type Din. fe EIW Ultracoa 11R' 2700pal 5H6" I 3500 psi 1 Elco Grets1Flex SS4 114" 3350 psi DefiniBons Emb. c Embedment Ed - Edge Distance Min.-?An(mum CONCRETESCREW3 STRENGTHS FYMIN 135K51 - 1141N. 177 K31 GENERAL M01onry8hrouth Regotramodla Ungeoumad CMU ASTM C-90 A97M C•e0 vdth grwf eenrortninp Grouted CMU t0 SeClienS 2105.22,1.2 and >ieoyuule Fga Wood Screws; lHead, Sill B Jambs) In, Tya 1119111. Emb 111 =U 912 Wood Screw 1 1 8 1' E$c Crete -Flax 554 1 1 318" 1 1" UNLESS.Q7?IERIM'SE AfOTW SERIFS 770 AL lP,UUM SQD - LMI �watdut o,r snoo.�,m, SGD770 s;rS 1e a° - 23 PGTOW2 C PLIODucir siEVisw wz0Ngq ft trhh The PhAft it q 1�@it�e TBUMA . 4 erIft �A pSTAF SIONlA&- A. LYM �iLLERSPA. P,E-05g705 APPROVED CONFIGURATIONS: SEE D.P. TABLE, SHTS. 7-9 SEE p I SEE DP s s �i DP TABLE I TABLE SHTS. 14 I SHTS. 1 t vo ? I SI C TA SH 7 Xp SEE D.P. TABLE. SEE D.P. TABLE, SHTS. 7-9 I ,a I SEE , I OP TABLE , / t Hl SHTS. , 7-9 xo, ox, xx, xxp SEE MR TABLE, SHTS.?-9 r oxo, oxx, xxo, oxxp, xxxp R oxxo, xxxo, oxxx, xxxx, (b p 3 CORNER, 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. O SIGNIFIES INOPERABLE PANEL. 1/! 1 I ­ C I HO'CFdmm Tws sHEr- ' WKOW,, FL X275 n;Pg8QXlm -o S, FL 342T4 O&4=9 POCKET, TYP. QUALIFIED CONFIGURATIONS SERFS 770 ALUM SGD - LAN wlm.b d.t sear si¢ mvuagna rw. sGpno I NTS 2 23 PGTO(1D2 C vc:r Mrim 6aomppvft,m magmagolf-col •s+f �z LAX— ti%Slllt{I I LYAigr r rr NO.5&7o5 "ot Off, . STAT9 OF �w �I0RIDN.. ZONAL A LYNN M1lLERlpa. P.S9 5=5 .p. % �,►�. Fes' m � Yi[Y �•� � . ��'�iti �1� •n xxxxxp SEE 900 CORNER EXAMPLE AND POCKET DOOR NOTE ON SHEET 2 TA S7 SEE n-P- TARLE- �...� SHTS.7-9 qvw a 3 EE 7 f BLE f -9 waao%lcv uvwato =f. fl-laid-!4 $ypErcaer+o f�t� LYNX(xx �((��((��//��// �1+11xxp l{fi �r ENS,, D Mn.56705 APPROVED CONFIGURATIONS � = a' Y",y�.• t, ij :: W d,J lamim C Nfacs�a)vt ;�ssy p 11170TECHNOLDOYOI�fI� � /altJ!"l(-.fF{Y ..�NJVa/Jv'f I�FJ+V�7 to F ��'�� �••.cAR oh_• �yCV a• UiA. 1T{r $ A MlAM1 A4� C4MM�fV fP1N[OWS, FL W275,� SERIES 770 ALUM, SGQ WI ��,- S+wc IT/16mg R F DE CGitRMElffi3 A.d. S*x 1628 Nt1lfpAgS, FL'}127� ti•� - h LYNNh1� P.E3l�itl5 zmnruy. S.." D.ya RgVgm8 axvae -- Sp4 mewNMr st��TiJ � .g w 23 Pi3i"OW2 Aar. C APPROVED CONF)GURATIONS: :5F:_P_ TARLF. Si C TA St- 7 SEE 90" CORNER EXAMPLE AND POCKET DOOR NOTE ON SHEET 2 SFE b_h. TARLS_ SEE ©P TABLE sHT- S. 7-9 itfla 19 O��f//41��S�lrrVjjrr� �+�ff��o, i�xxxx xo, o� xxx, /4du�.xxxxJ'a, J1p,1klh4Ns, FZ 2Y'6 P, A• BO,Y /7Yg NQ7tppflS, €!. all SWrio )NTS I_ 4 1 23 1 POrM2 rAavucv anvwp a. �Aada Omsk tddftcmsm i b1 .f4 i �.� vwE 4F A. LYNN N91LLRA P.E. 7] EXTERIOR @3116" HS GLASS .090 DsPVB 3/16" HS GLASS — - - 7116" NOM, - gJ RIOR 2 3/16" HS GLASS .090 SGP 3116° HS GLASS D -- 7115° NOM. - 3/4" NOM. GLASS BITE 54 82 80 74 3/4" Nam_ GLASS BITE 54 7116"LAMINATED GLASS TYPES G4 EXTERIOR R1/4° HS GLASS EXTERIOR 2a5 1/4° HS GLASS .090 ©BPVB --f 1/4" HS GLASS _ 74 .HS LA UP HS GLASS 74 9/16" NOM. q- 9/16" NOM. 82 } 82 3/4° NOM. GLASS S g BITE 81 Q314M. 54 9116" LAMINATED GLASS TYPES G3A 9116" LAMINATED GLASS TYPES G4A NO CHANGE MIS SHEE*r GLAZING QETAILS 0070 TFCMIJt7t.OGYt7RtVE NCXW. , Ft. S4275 r�r SERIES 770ALUMINUMSGD - LMI PER7NL4M1 aAA COMMENTS P o. at7x t52a _ Noxows fr aa2�t ® sc�rro NTS 6 a 23 FGTnnO2 7C PPOWT REVAMP mcs PWEIOat49>ix€moo ftaske c�ir. 11�1ati1s�J� at ` Ka 55705 64Iz 1�lul W .o' Ive�gP:.., X •. , A LYNN AW.E. P.EA 58705 (R3111V HS GLASS 'M DBPVB 3115" "S GLASS -� 31$° AIR SPACE �•-•-� 3116" T " LASS NOM. 1 NOM 314" WOM, GLASS B1i`E TRUSEAL DURASEAL SPACER 1 1" LAMINATED I.G. TYPES G5 2 �JI16" HS C3LAS5 FXfERIOR .090 SGP WIT ki5 GLASS 316" AIR SPACE r314 3116" T GLASS 83 79 TRUSEAL DURASEAL SPACER ---/ V LAMINATED I.G. TYPES G6 r oac"cr"Y as DWSO*hq ara 0bc AvermM we 11-1n1%,14 RK3R 3116" HS GLASS 213 3M 6•' HS GLASS .080 ODPVB � 09D SOP 3M6' HS GLASS 3MW HS GLASS ViV' AMR SPAoe r WW AIR SPACE 74 114" T GLASS 114' 1 GLASS rre 1" Nam. -'f" NOM. 83 83 314"NOM. ASS 79 79 a 'TRUSEAL DL4fMASEAL SPACER __/ TRUSEAL MAL ASFAL SPACER- 1" LAMINATED I.G. TYPES GM 5 1" LAMINATED I.G. TYPES GfiA 55 NO CNANQI= MIS SHEEt NOKQMiS, FL 34275 P O_ BRK IM X09 M A FL W274 3ER168 770 AL UA41NUM SGD - LMJ Acck t o"ubptq WDM NTS 8 a 23 PGT0002 ff �, �''Z�d•'��GENSE 'P �i, sip, 9,FkORS ONA - ° A. LYNN 6Ua, P.E. C P.E.455105 VESIGNPRESSUREAND AaNCHORAt3E_-UN-REINFORCED-STANDARD STILE- STANDARD ASTRAGAL MMILEI_ s HEAD & SILL (H&S) INTE14LOCK, SVAIGHT R CO;UI ASTRAGAL CLUSTER PLUS lNTERMW ATEANCHOR OTY_ PER PANEL H 8. S, �,JANBANCFIORQW. >RVD0KANCHOR QTY. Anchor Types: 03 - 7/16" LAMINATED GLASS - (3116" KS. I P JS 13116" H.S.) 1) 1114" ELOO ULTRACGN (FORMERL'i TAFCON 63A - 9116" 1AdENATED GLASS - (1/4' HS.1 PUB 1114" KS.) 2) 'V4" SS4 CR9W-FXEX 65 - VIV LAMNATED I.G.U. - (3F16" TFIMP. I AIR 13116" FL& / P/B 13/16' H.S.) 3) 'S(16" ULTRA DON 06A-7116'LAMINATEDLG.U.-(V4"TEMP.IAIR 1311WH.S.IPUBIBMW H.S,) 4) V12 STEEL SCREVV (G5) • • SEEANCHDRAGE NOTE91 & 2 ON SHEET 1. 'UNIT HEIGHT 8 84 90 1 9 NOM. PANE. WIDTH FRAME SIDE O O U pp O Z o O v O a v O v gO S z O u U O v C N +- M ♦t a N nE N '�" vi GLASS TYPE:- 3, 3A, S. 5A +61) -611.0 +80 -S0.0 +60 -60.0 +50 -610 E K&S C4+1 C�4+1 C4+2 C4+1 C4+4 C4+2 C4+1 C4+1 C4+2 C4+1 C4+1 C4+2 24 -5 JAMa 10 10 ID 10 10 10 10 10 10 10 10 10 P-HOOK 5 5 5 5 1 5 1 5 5 S 5 5 5 5 GLASS TYPE - 313A, S. 5A +60 -60.0 +60 -60A +60 -60.0 +60 -60,0 L 30 , I H&S C4+1 j C4+1 04+2 C4+1 C4+1 C4+2 C4+1, C4+1 C4+2 4Z441 C4+1 Cd+2 JANE 10 10 10 10 10 10 10 10 10 1D 10 10 + P-HOOK 5 5 5 5 1 5 5 6 5 5 3 6 5 GLASS TYRE - 3, 3A, S. 5A +60 -60.0 +60 -60.0 +60 -60.0 +60 -60.0 L H&S 36 JAMB C4+1 C4+1 C4+2 C4+1 1 C4+1 94+2 C4+1 I C4+1 C4+2 C4+1 C4+1 C4+2 10 10 10 10 10 1 10 10 1D 10 10 10 10 P-HOOK 6 5 5 5 5 5 6 5 5 5 5 6 GLASS TYPE - 3, 3A, 5, 6A +60 -60.0 +60 -60.0 +60 -60.0 +60 -60.0 H&S C4+1 C4+1 04+2 C4+1 C4+1 C4+2 C4+1MC4+IC4+2 04+1 C4+1 G4+2 42 JAMB 10 10 10 10 10 10 1D 1 10 10 10 6 6 5 5 5 5 6 6 6 6 GLASS TYPE - 3, 3A, 5, 5A +50 .60.0 +80 -60.0 +60 -60,0 +50 -80.0 H&S C4+1 C4+1 C4+2 C4+1 C4+1 C4+2 C4+1 C4+I C4+2 C4+1 C4+1 G4+2 48 JAMB 10-1 10 10 10 10 1D 10 1 10 1 10 10 1 10 P-HOOK L 5 6- -51 6 j 6 8 6 B 6 7 7 i 1. POSITIVE PRESSURES IN TA13LE ARE BASED ON THE USE OF THE 3 114 SILL, 2. WHEN USING THE 2 1/2" 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 to 3, 4". 3 114"AND 21/2" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1 1J2" SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE 1S NOT REQUIRED. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 1 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERIIANC COMPLYING WITH THE FLORIDA BUILDING CODE (SEE. ADJACENT DIAGRAM); THIS CONDITION lS RM RATED FOR WATER INRTLLTRATION. 4, SEE. SHEETS 10 THROUGH 15 FOR ANCHORAGE SPACING AND EMBEDMENT INFORMATION. 5. DOOR SIZE TO COMPLY WITH FBC EGRESS -REQUIREMENTS. I/'I l f - - c I NO I SMI 1}/MaW I A I PERM+AWnWECORMEMM I Q= EXAMPLE ON SHEET 10 TABLE IA SILL HT. VS POS. DP SILL RISE HEIGHT (+) DIRMN LOAD FLUSH 1-1/2' N/A LOW 2-1M". +46-67 PSF MM 3-114" + 50.0 PSF HIGH 4" + 60.0 PSF SEENOTES 1-3 90 T CHM;b CCYGRWE M K Mq, FL s1a73 P.O.80X 1529 NDKWaf15 FL M274 OLO WIDTH = NOM. PANEL W0TK.T" DP 80' OUTSIDE CORNER 90° INSIDE CORNER DLO HEIG4iT = NOM. PANEL VE1GHT - 526" OH LENGTH } OVERHANG Ij OH LENGTH OH OH HEIGHT HEIGHT EQUAL TO 1 o� OR GRENTE R 0 SEE NOTE 3 770 ALUMINUM SGD - LMI T+l i $ a a% d 23 PGTOD02 •rognuCT uRv1aM n aisb ate �� Apo 1-10 !It vase 1A or �_ ,�111SII1/fh �` ��'r tSo-513T05 lo?ATE (P �FJ� ice. ��-�'°r►a I� ��u` A LYNN MILiER P.E. PAP 5E7ca DESIGN I'MSSU RE AND ANCI-IMAGE - UN• REINFORCB) - HEAVY DUTYSTILE • STANE[ASD ASTRAGAL TA6LE2. > WAD & ZU. E) INrM.T)bi & STFtA7GTiT & CORNERASTRAGAL OLUSTCR PLUS IM MEMTE A W110R CKY. PER PwNSL III. s, -,1AWANDORMY, IR1100KANCHOR07Y. Anther Types: CA-W111"IAMMTWGLASS-1311G'HS.F8GP1311VILB.I ]I'114'ELooULlMuoN(F0Pjm yTAFWH G4A"9Y6'LAMMTEDQLASS•(]!4"H.S!SGP!iF4'H,S,) 2)-1l4"SS4 CREWLEC GB - ?!18" lA MI44Tl� LG,U, - {3f]6"TRAP FAIR 13116" H8. ! $GP/ 3176" 14S.) 3) •3178" ULTRAWN . G6A - 7f16" LAMNAi'80LG.t L - (1!4" TSSP, 1Aii13✓1(r H,S-! SGP r 3118" HS,) 4) -412 STEEL SUMV (135I ' ' SEEANOI•IORAGE KMZ 1 & 2 ONSFEET 1. UNfT HEIGHT 8 90 S6 162 108 114 120 NON. PANEL FRAME o 0 0 u 0 o o o z p a o o o o z Z 1MDTH SIDE U v v Y [p] a U 5 C3 v O U U N V N a N N q N v N A Q N M Q N p N •- N •- •N `- N GLASS TYPE -4,4A,6,6A 00.0 -600 60,0 -Ba-O 60.0 •60-0 60.0 -60.0 00.0 -60,0 60.0 •60.0 60.0 •60.0 60.0 -60.0 C H&S C4+i C4+i 1 C6+2 C4+1 C4+1 CB+2 C4+1 C4+1 C6+2 G4+1 C4+1 C6t2 C4ti C4+1 Cfi+2 C4t1 C4+1 C$+2 C4+1 c4+1 Cfi+2 C4+1 C4t1 C6+2 24 JAfvie i0 i0 10 10 10 10 10 1D 10 10 10 10 12f 12 1 12 12 12 12 12 12 12 12 12 to NHOOK 5 5 5 5 5 5 5 5 5 5 5 8 6 6 6 a 6 6 a 6 6 a 8 6 GLASS TYPE -4.4A, 6, GA 60.0 -60.0 Bolo $0,0 60.0 -60.0 60.0 -60A 60.0 -60.0 60-D -60.0 60.0 -60,0 00.0 -60.0 ffi fi&5 C4+i C4*1 CB+2 C4+1 C4+i C6+2 CA+i C4+1 Cfi+2 C4+1 C4fflC6+2 C4+1 C4+i Cfi+2 C4+1 G4+1 C6t2 ZljE ;3 JAMB 10 1p 10 10 10 10 i0 t0 10 1C4+1bL i2 1 12 12 12 12 i2 �Ldd+_2C-4+14+1 12 12 d P-HOO( 5 5 5 6 $ 65 5 5 6 6 6 B 6 6 8 6 6 - 4, 4A, S, SA s0.0 - 0.0 60.0 -600 60.0 -60.0 60.0 •60.0 60.0 -60,0 60.0 -60.0 60.0 •60-0 1 60.0 .60.0 I" H&S c4+1 C4+1 GB+2 C4+1 C4+1 Cfi+2 C4t9 C4+1 C6+2 C4+1 C4+1 C6+2• C4+1 C4+1 C6+2 C4+1 C{+i C6+2 C4t1 C4+1 C6+2 C4+1 C44 C6+2 36 JM>e iD 70 i0 10 10 10 10 10 10 10 1D 10 12 12 12 12 12 12 12 12 12 12 12 12 P-HOpK' 5 5 5 5 6 5 3 b 5 5 5 6 g 6 0 6 6 6 7 7 7 7 7 i TYPE •4,4A6,8A E0,0 -60,0 60.D -60,0 80.0 _f0,0 60.0 .60.0 fi0.0 -80.0 80.0 -60.0 60,0 -soil GQA -mia .L^ H&S C4++i C4+1 C6+2 C4+1 C4+1 Cfi+2 C4+1 C4+1 C6+2 C4+1 C4+1 C6*2 C4+1 C4t1 C6+2 C4+1 C4+7 C6+2 C4+1 C4+1 CS-2 G4+1 04+1 C6+2 42 JAWS 10 10 10 f0 iD 10 10 10 10 10 10 10 12 12 12 12 12 12 12 12 12 12 1a 12 P-HOOK 6 5 5 5 5 5 6 6 8 6 S 6 6 6 7 7 7 7 7 7 S 8 6 a GLASS TYPE -4,4A6, A 60.0 -SOD 60.0 _60,0 60.0 -80.0 60.0 •60.0 60.0 - 0.0 1 50.0 -80.0 60.0 •600 60.0 �&0.0 T Has 04+1 C4+1 cs+2 C4+1 C4+1 c6+2 C4+1 C4+1 Cs+a C4+1 ca+1 C6+z c4+1 C4+1 cs+2 C4+1 Ca+i cs+2 Cq+i ca+1 C8+2 ca+1 C4+1 Cs+2 46 JAh!!$ 10 t0 10 10 10 10 10 1D 10 10 10 10 12 92 12 12 12 12 12 12 12 ]R P•HOOK 5 5 5 8 6 6 B 6 6 7 7 7 7 7 7 8 8 8 8 s 6 9 B 9 GLASS TYPE - 4, 4A, S. GA 60.D -60.0 50.0 -40.0 80.0 _80.0 60,0 •60.0 o i1&S C4+2 C4+2 C5+2 C4+2 C4+2 CS+2 Cq+2 C4+2 C5+2 C4+2 C4+2 C6+2 54 P JAMB 10 10 f0 10 10 10 10 10 10 10 ' 1D 10 PANELS OVER 48" WIDE NOT AVAILABLE OVER 96"HIGH P-H 6 6 6 6 6 6 a 6 7 7 7 7 1 GLASS TYPE •4,4g6, A fi0,a •60.0 rua :60. 0o.0 -60.0 -60.0 P H&S C4+2 C4+2 05+2 C4+2 Cq+2 C5+2 C4t2 C4+2 C5+rC4+2 C4+2 CS+260 JAMB 10 10 10 10 10 10 10 10 iD10 10Pa100K 6 6 6 6 8 e 7 7 7 7 8 1. POSITIVE PRESSURES IN TABLE ARE BASED ON THE USE OF THE 3114" SILL, 2. WWEN USING THE 2112' SILL, POSITIVE DP IS 46.67 PSF MAX. WHEN USING THE 4" SILL POSITIVE DP IS SD.D MAX (NEGATIVE PRESSURES UNCHANGED), SEE TABLE 2A. 3, 2112', 3 IW AND 4" SILL }HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1 112' 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, 6. DOOR SIZE TO COMPLY WITH FBC EGRESS REQUIREMENTS. Np CH"GE THIS I =I 11PIM I A I PER4dwwAvEcaWd M I '07ECHNOL06YORAE NOKONA FL M275 Ra Box Imo AalMN4 Fl.34274 0 = EXAMPLE ON SHEET 10 TABLE 2A SILL HT. VS POS. DP SILL R5E HSGHf (*)-DESIGN LOAD FLUSH - 1-v2' WA LOW -2-112' +46.67RSF MFD - 9-114 '4A.0 ?5Fr HIGH - 4" +60.0 FSF SEE NCm 1-3 AND 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 - 825' OH LENGTH t OVERHANG I OR LENGTH ON OH HEIGHT HEIGHT EQUAL TO 1 '01QI OR GREATER SEE NOTE 3 SERIES 770 ALUMINUM SGD - LMI d� a_. armae pm,bpm 5GO770 NTS 8 e 23 i PGTOW2 imY ® DoIft 4ssa i D l$' I'j lS �YNN A;l�� A` ' 410EN SE fit 56705 3� r'4� fo R f) •�� �iOiC� '•.• fiLORI�!'." �h� !1lrl 111'` A.!`YtVfil M4��ER, P.E. P,E,p 50706 DESIGN PRESSURE AND ANCHORA36-UN•REINFORCECD-HEAVY0UTYSTILE-HEAVYOUTYASTRAGAL TABLE3. a HEAD& SILL (H&S) INTERLOCK, STRAIGHT& CORN5RAUMGALCLUSTER PLUS IKIERmEDATEANCHOROTY. PER PANEL H & S, >JAMBANCHOROTY. *-H0oKAW.KORGTY. Anchor Types: G4 - 7(16" LAMINATEDGLASS-i3/16" H.S.1 SGP13116" H.S.) 1) 1114" I6_CO ULTRAOON (FORMERLY TAPCON) G4A - 0116" LAMINATED GLASS- OW H.S. I SGPI V4" RE.) 2) '114' SS4 CRET£ FLM G8 - 7118" LANNATEO I.G.U. - (311 B" TEN$? / AIR/ 31161 RS.1 S(3P / 3116" H.S.) 3) '6116" ULTRACON MA - 7116" LAffiNAT®LG.U. - (1/4" TEMP. t AIR 13J16" K,S.1 SGF 1311W H.S.) 4) *012 STEEL SCREW (G5) ' 5T3dh10h'EMGE%07M 162 ON SKEET 1. UNIT HEIGHT 80 64 9D 96 NOM. PANEL FRA(VE v 0 p 0 U v WIDTH $1EW v ri C� U r N •- 11! r N r N GLASS TYPS -4, 4A 6, 6A 90A -90.0 90.0 -90.0 90.0 -90.0 90.0 -90.0 H&S C6+2 VB+2 C6+2 1:6+2 CB+7 C6+2 C6+2 06+2 1 -06+2 1 C6+2 I C6+'2 I C6+2 24 fJJAM 10 10 10 10 10 10 10 10 10 10 10 i0 P-HOOK 5 1 6 1 5 $ 1 6 6 5 b 1 6 fi 1 8 1 6 3 GLASS TYPE - 4, 4A,lB.fiA 90.0 •90.0 90.0 -20-0 90.0 -00.0 905 -90.0 S H&S C6+2MC6+2 C6+2 C6+2 C6+2 Cfi+z Cs+2 C6+2 c6+2 C6+2 C6+2 30 JAMB 1010 10 10 1 10 10 10 10 10 10 10 F-HOOK 66 6 6 6 6 r, '1 7 7 7 7 GLASSTYPE-4.0P 6,6A 90.0 , -90.0 90.0 -90.D 90.0 -90.0 90.0 -90.0-- Has 06+2 1 C6+2 C6+2 C8+2 I C6+2 C6+2 C6+2 C6+2 C6+2 Ce+2 C6+2 C6+2 JAMB 10 10 10 10 10 10 10 10 10 10-1 10 10 36 c= P-HOOK 6 6 7 7 1 7 7 7 7 8 6 1 8 8 d GLASS TYPE -4.4A, 6, BA 90.0 -90.0 90.0 -90.0 90.0 -90.0 90.0 -90.0 E I Has C6+2 C6+2 C6+2 C6+2 C6+2 C6+2 C6+2 C8+2 CG+2 C6+2 C8+2 Cfi+2 42 JAM<� 10 10 10 10 10 10 f0 10 10 10 10 10 P-HOCK 7 7 7 7 7 8 6 B 8 1 9 9 9 GLASS TYPE - 4, 4A, 6, 6A 90.0 -90.0 90.0 -90.0 90.0 -90.0 9" -90.0 Has C6+2 C6+2 C6+2: C6+2 CB+2 C6+2 C6+2 C6+2 I C6+2 C6+2 C8+2 CB+Z JAMB 14 1 10 10 10 10 10 10 10 10 i0 14 10 48 ¢`j P-NOOK 1 B f 8 1 B 1 8 8 8 9 9 9 10 10 10 1. POSITIVE PRESSURES IN TABLE ARE BASED ON THE USE OF THE 4" SILL. 2, WHEN USING THE 2112" SILL, POSITIVE DP IS 46.67 PSF MAX. AND WITH THE 3114" SILL, POSITIVE PRESSURES 0 60.0 PSF MAX. (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 3A. 3.2112', 31T+4", AND 4° SILL HEIGMS 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 16 NOT RATED FOR WATER INFILTRATION. 4. SEE SHEETS 10 T14ROUGH 15 FOR ANCHORAGE SPACING AND EMBEDMENT INFORMATION. 6. DOOR SIZE TO COMPLY WITH FBC EGRESS REQUIREMENTS. NO Ivia 9 90' OUTSIDE CORNER r- TABLE 3A SILL HT. VS POS. OP SILL RISE H13GHT (+) Dmm LOAD FLUSH - 1-1/2' NIA LOW - 2.112" + 46.67 PSF WED - 3-11,V I +155D.4 P3F HIGH - 4" j + 90:0 P3F SEE NOTES 1-3 p.O. aqx 1629 NDhXWIA FL SQWi4 Rw SM770 W T1+ ME CORNER OH LENGTH } OVERHANG II OH LENGTH OH ON HEIGHT HEIGHT JzI EQUAL TO 1 Q 1 I •ORGREATEZ SEE NOTE 3 ►ALUMINUM SGD - r' M! ..tr fins ft taftr. NTS 1 9 f 23 1 PGTOD02 40M. PANEL WIDTH - T' NOM. PANM-HEtGW - 8 26' rc,aOdlsJC'T' TatEdr>;� +i, Z GIs �5981 �- A �YNN ii414���irri �h� •' y�G65 7 5 1yo Sfpm e�111��• cud r -• rsS/DNA-,'� �f A. LYNN IALL•ER, P.E, P.E. 56705 ANCHORAGE REQUIRIEPAENTS MOTES: - 1. APPROVED ANCHOR TYPES: 1)1/4" ELCO ULTRACON .(FORMERLY TAPCON) 2)114" ELCO SS4 CRETE-FLEX 2. ANCHOR LOCATION SPACING FOR ANCHOR QUANTITIES SPECIFIED IN TABLES 1-3 SHTS. 7-9: 3) 5/16" ULTRACON 4) 412 STEEL SCREW (GS) HEAD 8,SILL ............... 8" MAX. FROM FRAME CORNERS. USE SPECIFIED CLUSTER FROM APPROPRIATE TABLES, SHTS. 7.9 AT EACH INTERLOCKAND STRAIGHT AND GORNERASTRAGAL LOCATION, PLUS SPECIFIED QUANTITY OF ADDITIONAL INTERMEDIATE ANCHORS PER PANEL (THE 8" FROM CORNERANCHORS CAN BE INCLUDED). ADDITIONAL ANCHORS 24" MAX. O.C. SEE EXAMPLE ANCHORAGE PLANS BELOW AND EXAMPLE CLUSTERS AT ASTRAGAL, INTERLOCK & SO- CORNER ON SHT.11-12. JAMBS $ P-HOOKS... 6" MAX. PROM SOTTOM AND 21' MAX. O.C. UTILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES, SHTS. 7-9. SEE P-HOOK ANCHOR DETAILS ON SHEETS 1415. F-AMN;WRS PER PANEL" ARE WMAX. INTERLOCK ASTRAGAL INTERIOR HOSE AT THE HEAD AND SILL 3 5' CENTERLINE SEE CLUSTER DET., SHT. 11 CENTERLINE 8"MAX' �f-� 8"MAX. 1 BETWEEN CLUSTERS OR THOSE ` " 1 TYR I BETWEEN A CLUSTER AND A FRAME JAMB OR P-HOOK. 2•04" f4.051" o1 1p-1 A ■ o 0 0 I i 94, D.C. 3,5- I EXAMPLE OXX ANCHORAGE PLAN: C4 + 2 HEAD & SILL ANCHORAGE 3 PANEL 2-TRACK EXAMPLE SHOWNMAX) = (14)ANCHORS TOTAL T"P• (3) PANEL, 48" x 96H DOOR FROM TABLE 1, SHT. 7, ANCHOR TYPES 2 & 4 IN WOOD SUBSTRATE EXTERIOR 24' MAX. O.c. EXTERIOR SEE CLUSTER r DETAILS, SHT. 11 6" 3.5" TYP. SEE NOTE BELOW (7) P-HOOK 14 I i ANCHORS LINTERLOCK CENTERLINE ^_L L 6'. 3.5" TYP. C4+2 CORNERS � 20ANCHORS TOTAL A AND AT SILL SEE JAMB CLUSTER % DETAIL BELOW 2 C4 z Ca 2 C4 z f x _ x x ■ : k x ■ k x MAX x x X x x X x x at x fi" M 0 D 10-.MAX. 0 8"MAX, x x ® AX. x = FRAME ANCHORS XMAX. 21 a ®e ® ® = P-HOOK ANCHORS x X e x ® 3" 1 �"MAX, MAX. x e AAX a k k ■ x X m Y X x 24" MAX. O.C. 18" MAX.. TYP_ 90 CORNER kx (10) ANCHORS D.C. PER JAMB (SEE SHEET 13 FOR CLUSTER O.C. SPACING ' +w EXAMPLE OX-900 OUTSIDE CORNER-XO CORNER ANCHORAGE PLAN: (4) PANEL, 60" x W DOOR FROM TABLE 2, SHT. 8, ANCHOR TYPE 18 2 IN CONCRETE SUBSTRATE INTERLOCK CENTERLINE SEE CLUSTER DETAILS,SHT. SHT. 11 r-'-- 8" MAX. a o _ a SEE CLUSTER DETAILS, SHT.12 NOTE: SEE DETAILS S & T ON SHEET 14 & DETAILS *ARA D .— — —1— -- .- ..w w•i --.-...- rs J J 10h vt I C NO CHANGE THIS SHEET F n' Svc Oima a PEA MMMt a=wE COAfA1Fl.rfs 8MC 111mra A PERMlAWawEc MMaVT3 am"BY• e» CI aw— pacts SMC dg/Awq Rm 19M TECHNOLOGYORAIE NOKO IA R S4275 P.D. Brix law Arox s a 34274 4,051" MIN. O.C. 3.6' --'---T";Z— 2.04" TYPICAL JAMB CLUSTER FORD A S M,N.O.P.Q&R I SERIES 770 ALUMINUM SOL) - LMI SGD77U I NTS 1 10 a 23 1 PG7002 rWDLJCf REYISTP = awpwcg va do Pl dit Pnidlns Cods Ac.peao* l %i1 D 18 /q Ex sp•'ba 0os 15 `\`,��QNy LYiJN 9a�l1� a . V�cFys�. .� 667D5 -0 " r°Iri ' . STATE OF �? . A. LYNN MI�CER P.E, P.Ej( $5M r----------------- INT. (—CENTERLINE 1 i CENTERLIN k 1 3.5 1 1 1.75 I ! 1 2.040 ANCHOR CLUSTER-C4 NASA-OG�I Obi --- --------------- 1 INT, i41TEi4L4ClC GENTERLINE� i I —F ! 3.5 1 I I 1 I J &.3591 L_ _J 3-TRACK. APM&GRL ! INTERLOCK - ANCHOR CLUSTER- C4 INTERLOCK —I INT. CENTERLINE I ANCHOR CLUSTER - C4 THIS;SHEET INT. -- ASTI�I4GAI.OR � �-^INTERLOCK 1 1ENTERLINE j i t 1 l i I I I 30J I ANCHOR CLUSTER -05 INTERLOCK Imo' CENTERLINE I1 1-� 3.6 4.046 2.040 5.368 ANCHOR CLUSTER - C5 r &WI WIG= I A I PERNAWl V&COMWWf6 I 'Q TECHNOLOGYRRJ AUKOMlS, FL 39WS ao_ 13pX r5�9 HR/COrtirS. FZ 3d27d _ ASTRAGAL OR '� [�FNTERLOCK I CENTERLINE J ANCHOR MUSTER -C& PAS�IAGALW---------- W-- IPiT I I INTERLOCK CENTERLINES 1 r 1 I 1 ._ 1 ,l� ---r i - 4.040 I -� 2.041 I I ANCHOR CLUSTER -CS imwim-L W ' ----- --INT I INTERLOCK I CENTERLINES 1 1 r 1 k 3.5 1 1 I ! ! I _ 1 I 2,0401 1 k I m 1 ANCHOR CLUSTER - CO ANCHORAGE, SUMPLE CLUS mx- SERIES 770ALUMINUM SG© - sczrm I NTS 1 11 Q 23 NOTE: ALL ii IAP-43sms SHOWN ARE BASED ON MINIMUM ALLOWED. ALL DIMENSIONS SHOWN ARE IN INCHES. m ea pbiof ak{9 the Qua Imo'°. O& _ ttl I • � � � Syr 14 � �11411rrJ ....� lyo. 5g705 0 11 �il tt�.r ERS l SlAT 0� 2: 1%ir r,JJ,rSS�CNP, JJl rilllllt t� LYNN MILLER, P,9. PGT0002 C p,E 9! 58705 F" A_NCHOR CLUSTER - C4 2-114 INT- 3.889 AT A!L 3-TRACK CORNERS i IRIT ------------ --—_-.—'� ] NOTE: ALL Otme dSIANS S4 owtA i ARE BASED ON MINIMUM ALLOWED. ALL DIMENSIONS SHOWN ARE IN INCHES. 2- CK, ST OUTSIDE CORNER SIMILAR (QPPOS€To ANCHOR CLUSTER- CS USED FOR 05 AND CO LIa at al 11 �,.•• �wrurr cI tvocraaN E THISsNa=Er 7oT0 TECNNOLOaYORIVE nraxontts FLzTs P.O. Boxim9 WOKONIS�FLUV4I ANCHORAGE, EXAMPLE CLUSTERS avosaoo a 7$xxnne�arwsconm+Fnr7s SERIES 770ALUMIRtUM SGD - LMI iviaea A PERMWDAVEco ffi fs 8Afi5/D9 caws eQwaSet ssano wNv aa¢?F fYTS t2 23I v,+�pne PGT0002 fram lCP Ravi%= 9z amppvft wmcap t mauft NIIII'It I(7, ... Na. 56105 Lu SltTE OF pa Ftoa►b? G� r�'�7sSIONAI s�`~� A LYM WL Ps- RAN 5H705 1/4' MAX. SHIM 2 1116" O.C. -,-2x WOOD DUCK TYP., SEE ANCHOR NOTE 3, SHT. I ill MIN. .2. TYP. r. 6,Alkt ='o. Typ. EXT 114' MAX S"im OD ANCHOR TYP., SEE ANCHOR NOTE 2, SHT. I EXT. 1/4" MAX. - SHIM SEE CHART, SHT. I 21116"O.C. TYP. DETAIL A. 2-TRACK FRAME HEAD DETAIL K 3-TRACK FRAME HEAD (CONCRETE ANCHOR WOOD INSTALLATION WOOD INSTALLATION DETAIL C, 2-TRACK FRAME HEAD MOD ANCHOR TYP.. SEE ANCHOR NOTE 2. St-M I— 2XWOOD SUCK TYP. CONCRETE INSTALLA710N SEEAd'ICkIOR NOTE 5 SHT. 1 (114' MAX) SEE ANCHOR NOTE 5 SHT. 1 4 9A" MAX 211,16 1" MIN O.C.. TYP. E.P., Vp. 2x WOOD BUCK DETAIL E. 2-TRACK FRAME SILL TYP., WOOD INSTA LLATION SEE AVC"OR NOTE 3, SHT. I CONCRETE ANCHOR TYP.. _,=ct Ame-unn SEE ANCHOR NOTE 1, SHT. I NOTE 5 SHT. I (1/4'MAX.) EXT. 2 1116" O.C.. TYP. PETAL H, 3-TRACK FRAME SILL CONCRETE CONCRETE INSTALLATION -SEE CHART. SHT. 1 EXT. 21116'O.C.'TYP. I - - N CONCRETE ANCHOR TYP., SEE ANCHOR NOTE 1, SHT. I DETAIL J, 4-TRACK FRAME HEAD CONCRETE INSTALLATION "'Y. I J '10/1 J.J. 1/11c1' 1 NOCImNeglrmlssmEur SEE ANCH.NOTE 3, SHT. 1 2111610.0 " TYP. SEE ANCHOR �_, NOTE 6 SHT. 1 i (1W MAX.} 21/113" 1. .1 F•— 'E.3:' C.Q. TYP. "P. DETAIL F_ 3-TRACK FRAME SILL WOAD INST 0c ALLATJON NCRETE SEE CHART SHT. I t SEE CHART, SHT. I SEE CHART SHT. I 31W MIN. 2 1116" O.C, TYP. EXT. t WOOD BUCK TYP., SEE NOTE 3, SHT. I SEEANCHOR NOTE 5. SHT. I (1W MAX) SEE CHART SHT, I MAX. SEE CHART, SHT. 1 2 1116" O.C. SEE ANCHOR NOTE 1, sH-r. 1 .1 SEC CHART SHT. I DETAIL Q. 3-TRACK FRAME HMO CONCRETE INSTALLATION X WOOD BUCK TYP., SEE ANCHOR NOTE 3, SHT. 1 SHT, I SEE CHART. SHT. I DETAIL G. 2-TRACK FRAME SILL CONCRETE INSTALLATION 1" MIN I 31W MIN. ANCHOR TYP. ANCHOR NOTE 2, SHT, I DETAIL 474r - _K FRAME HEAD VQOD INSTALLATION EXT, 2 11W O.C., TYP. 1" MIN ED., DETAIL K 4-TRACK FRAME SILL TYP, WOOD INSTALLATION WOOD ANCHOR TYR, SEE ANCHOR NOTE 2, SHT. I 1 Vel MIN. N00MG, FL WN VU Plo. WX 1529 SERIES 770 ALUMINUM 5GD - LMI MKOM&, a J42;r4 3;;�_ SIRD770 0 1 PGr=,2 M&QAVcT Mvpwa vpp%Ift wm it& pftAfN ca4 ,wpm 51, IFY vw OL wz OF 0 all* A. LVNN I '91k. P.E. P.&F, 55705 CONCRETE ANCHOR TYP., SEE NOTE 1, SHT. 1 ONCRETE 2 1/16" O.C„ TYP. SEE ANCHOR 114"•MAX• SHIM — NOTE S, SHT. 1 SEE CHART EXT. (114-MAX.) n � F_ SHT, I �' i �( .'•'.. ��{�• - "•lam+i; '•�S•.��. 21116" EXT. .-r..,, . ,_ti•-��• .... •., � : y:• - .. _. � .,. '. O.C., TYP, :o 1 3N' MIN. - 114" MAK. SHIM EXT. WOOD ANCHOR TYR, SEE ANCHOR NOTE $ SHT.1 21116" O.C., TYP. SEE CHART, SHT 1 DETAIL L, 4-TRMOK FRAME SILL CONCRETE INSTALLATION CONCRETE ANCHOR TYP•, SEE "1/4MAX.MSHIM -- SEE CHART EXT. SHT. 1 CONCRETE c •• •;2• ANCHOR •' ,. TYR, SEE it ub;� ANCHOR NOTEA, ;... SHT.1 7 MIN. 1 3/8" MIN, ANCHOR :, , : s'• Ifir MAX. SKMc --o-j j+— t40iE 1. EXT. E1 SHT.1 r WOOD 1" : •':3 ;: ANCHOR MIN. TYP., SEE ANCHOR 21116" {DETAIL O 4-TRACK-FRAME JAMB l NBHT� O.C„TYP. CONCRETE INSTALLATION 2X WOOD 1 3/8" MIN. —f� �- BUCK --`-I Fy-•-r 114" MAX SHIM SEE iL� r ANCHOR NOTE 3, UETML 14. 2-TRACK FRAME JA4t>'iB 4 SHT. 1 WOOD INSTALLATION WOOD ANCHOR TYP., SEE ' ANCHOR DETAIL M 4-TRACK FRAME JAMB NOTE 2, WOOD iN TALLATI WOOD FRAMING SHT: 1 EXT. 2 1116' O.C., TYP. 1, MIN. f•+ ► SEE CHART SHT.1 r` 21/1$., O.C., TYP. CONCRETE INSTALLATION 1J4" MAX. SHIM.7•1 —A 34" `\ 1 4 O..951" C TY. PICAL JAN19 CLUSTER FOR DETAILS SEE CHART SHT. 1 CONCRETE '.: :•%:; ; SEE CHART ANCHM t .•.•, ��., SHT. 1 :E - + : , ANCH ANCHOR •_ �; NOTE 1, - •, SHT. 1 =} r 21/16" O.C., TYP. x WOOD BUCK SEE ANCHOR NOTE 3, SHT. 1 ON P-HOOK MOUNTING ADAPTOR 1 3!S"MIN. ANCHORS LOCATED MID -SPAN BETWEEN P-HOOK.-1� `- ;• -: INSTALLATION ANCHORS ^� — DETAIL Q, 3-TRACK FRAME JAMS '�•' : 4 ' WOOD INSTALLATION 1" IN. 1 314" MIN. „ 1 �I{4" 4tNR i. 1 E.D 7YP.-_• .:: . .- . _ DETAIL R. 3-TRACK FRAME JAMB CONCRETE INSTALLATION SEE CHART, SHT. 1 ZHOOK MOUNTING ADAPTOR HORS LOCATED MID -SPAN BETWEEN P-}LOOK t'. INSTALLATION ANCHORS •""`------CONCRETE / MASONRY • (GROUTED BLOCK ONLY) ••', SEE CHART. `-WOOD ANCHOR SEE ANCHOR NOTE 2, SHT. 1.q!u 3g I SEE ANCHOR NOTE 2, SHT. 1, 2693" MIN_ ANCHOR CITY. FROM TABLES M. ANCHOR QTY. FROM TABLES E 1-3, SHTS. 7-9 PERTAIN TO 1-3, SHTS. 7-9 PERTAW470 THIS ANCHOR LOCATION, 2.693" MIN. THIS ANCHOR LOCATION, DETAIL S, P-HOOK WOOD INSTALLATION DETAIL T P-HOOK �— CONCRETE INSTALLATION to 7o/t4�1i b: ROHlhna: C NO ChWMGFTHlS SHEET u ANCHORAGE DETAILS owsno a PPRMfAM1dAD$COMACENTS 14i4iECNo�L4t,YT)ATVE �Q i/f$ �� 54u$ TIAM A PER W Ml CAOH COMA(EMS P.O. RQX lag SERIES SERIES 77i%ALUMli1IUM SGD - LMl MI No rs sa�7a 'S4": SGnno NTS air �M+14 s 23 PGT0002 G 'M„N, O• P. O $ R r�Toaucr alawr;rf� eo m�OgfjleQ r+i74 ehe �Tori� � tl-I�f- ttii�itrl .` '�'r, • •GIN Sg - �.Q ri ate. •''• . •#c �: � • No. 58705 n u nt1 STATS OF _•' .? P-HOOK MOUNTING ADAPTOR ANCHORS LOCATED MID -SPAN BETWEEN P-HOOK INSTALLATION ANCHORS 1" MIN. 11T=-rrr60^J I H"r^"-^ =1 G B ° u PANEL " nn I I TYPE n n iii 'A' [I I! nl nn 11 1 II I: j _ Ili 11 8 I•t ;• 1 A rin In Iln 1� Iln In 11u en IIu r nn on all n I[[ tlll -�natnn�e�� WOOD FRAMING 1 3/4" MIN. P-HOOK MOUNTING ADAPTOR ANCHORS LOCATED MID -SPAN BETWEEN P-HOOK INSTALLATION ANCHORS WOOD ANCHOR SEE ANCHOR NOTE 2, SHT, 1, ANCHOR QTY. FROM TABLES 1.3, SHTS. 7-9 PERTAIN TO THIS ANCHOR LOCATION, I- --- 1 2693" MIN. DETAIL MM. P-HOOK FOR BOX RISER WOOD INSTALLATION PANEL PANEL PANEL TYPE II, TYPE TYPE 'AS' 'IC 11 nl nl us HI in SEE NOTE 11 3, it 16 rLJ � I fo DETAIL 'V . SHT. 16. ANCHORAGE DETAfLS W & 'C', SHT. 13 01.0 WIDTH =NOM. PANEL WIDTH - 7" -DETAIL'U', SHT. 18, DLO HEIGHT= NOW PANEL HEIGHT -8.25" ANCHORAGE DtTAfLS'E' &'G', SHT.13 XX900 CORNER-XX L2 TRACK INSIDE 94° CORNER) IN 'SEE APPLICABLE ASTRAGAL & INTERLOCK PER DP TABLES NO CHANGE MS SHEET m P.D. Box ism Nne[e MIS, FL 3075 Noxcm , n 34274 SEE CHART, SHT, 1 ONCRETElMASONRY (GROUTED BLOCK ONLY) ::'' : ; ' ; • SEE CHART, BHT.1 SEE ANCHOR NOTE 2, BHT. 1. ANCHOR QTY. FROM TABLES 1-3, SHTS. 7-9 PERTAIN TO THIS ANCHOR LOCATION, 2.693" MIN. DETAIL NN, P-HOOK FOR SOX RISER CONCRETE INSTALLATION ,rDETAIL'EE', SHT. 19, ANCHORAGE DETAILS'N' , SHF. 14 i DETAIL'BB', SHT.19 ti EXT. DETAIL WIC, SHT. 20 ._10 HORIZONTAL SECTION B-B I X 1.50" PH SMS PANEL CORNER DETAIL #8 X too, PH SMS (OPTIONAL) FRAME CORNER DETAIL 4NCHORAGE DETAILS/EXAMPLE ELE SERIES 770ALUtbMINUM SGD - LMI .riwayo- SO.= uazrHa sGOT7ao NTS 15 • 23 PGT0002 L' 97VAmUCi' i>Ee LwD m v°i. FVh2G wM 1hv PbdWa AmVawwlom t1~/ 5 kvmu=l `�<<�� ,�� . _ too• 58705 :afc ' . FLORti°� �'SIofUA� ;, A. LYI;j eW !t1 . P.E. P.E.0 58705 DETAIL'CC', BHT. 19 rDETAIL'BB', BHT. 19 NOTES' 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" DETAIL'FF', SHT. 19, .. JDETAIL V', SHT. 18, 3. (1) LOCK (ITEMS 70 & 107-110) AT EACH LOCKSTILE, LOCKING INTO KEEPER (ITEM 103) AT FRAME .IAMB OR ANCHORAGE DETAIL `N' & DETAIL'EE', SHT. 19, ASTRAGAL, P°, SHT 14 ANCHORAGE DETAILS'N' ANCHORAGE 4. PLEASE SEE APPLICABLE ASTRAGAL & INTERLOCK COMBINATIONS PER DP TABLES. Sr'P', SHT. 14 DETAILS'A' $'G', SHT. 73� DETAIL, SHT.78, ^ PANEL I PANEL PANEL PANEL TYPE TYPE TYPE TYPE 'L' I � M y y / � / � H S SEE D NOTE TAB L x x x ANCHORAGE DETAILS'A' &'C', SHT. 13 AF I - - —"` -I y� - - I ` - - - „ f �v^DETAlL'EE', 5HT.19, t I t PANEL [ II !' PANEL [ I PANEL y PANEL ANCHORAGE DETAltS'N' [ : [ TYPE ! TYPE t I TYPE TYPE 'A' i i C.S.K' I I 'QS' AX t I [ I [ I I MAX & ` . BHT. 14 T. HT, DETAJL'BB', SHT. 19 EE SEE f 1 LE5 i i n u ii ut SEE TABLES u n u w! NOTE DETAIL'JY, SHT. 20 nl iii liii si 3 ilr n n el t t r u a C] INT_ r► lu tl 1� DETAIL'U', SHT. 18. �~ DETAIL'U', HORIZONTAL SEE FRAME 8 ANCHORAGE DETAILS El 90° CQRNER 3UC (2 TRACK SHT. 18� SECTION AA'E PANEL CORNER CONSTRUCTION OXXX (Z TRACK) & � • BHT. 13 90°QUTSI.DE CORNER) - EXAMPLE ANCHORAGE pETAILS'E' &'G', SHT. 13 DETAILS SHT.15 EXAMPLE ` DETAIL'CC',BHT. 19 DEiAIL'BB',BHT. 19 DETAIL'BB', SHT. 19 =�U�WI&�pub ..l -" i `-. � nombe 1G1�• ILit tai , TAIL'A', ST HH,SHT. 19,2DET ANCHORAGE DETAILS'O.' ANCHORAGE DETAILS'S' &'T', ANCHORAGE DETAILS'M DETAIL'Z', SHT.18,� &'R', SHT. 14 SHT. 14.'MM' & NN, $MT. 15 &'0'. SHT. 14 ANCHORAGE DETAILS 7 &'J'. SHT. 13 DETAIL W, SHT, 18, ANCHORAGE DETAILS 'B' &'A', SHT. 13 S T R' 12 PANEL PANEL I PANEL PANEL TYPE TYPI< TYPE TYPE m H S DI SEE T {I NOTE I I I 3 x x ttUlllf j LYNN 4' DETAIL'Y',SHT.18, •� \`\�`�� Lt�Q OXXXp (3 TRACK RIGHT POCKET) DETAIL'1M, SHT. Ia, � XXXX (4 TRACK BY-PASS) ANCHORAGE. DETAILS'K' _ ' • * :. EXAMPLE ANCHORAGE DETAILS IF, EXAMPLE SHT. 13 &'L, SHT. 14 ; ,Ic No. 50705 &'H', SHT, 13 �'' of - �. *rT x.�aer.Dare; J.J. 7Q/� 1/? 1 G Na CHANGE Tff13 SHEET �, °-A. �o !!uZ srn�� •' �� sw ara�ru PER Hrwnrlaa cormaFrurs 1Prr°JoMCHNM� saz� EXAMPLE ELEVATIONS ' �.c� ' • xcoa>v�'• -Ceti �: "sm °°"° ` 9MC 1T/16R19 A PER MfA1d1 pgpE t.QAGI{fE1tFT9 P.O.POBQX 4928 ERIES 770 ALUMINUM SGD - LMI � • `SI ONEA1 �'' hip"ar. um: smc GW.%9 Gnasae pvm amswm No 004 FL S12M ® 6e E'er a R00' , , L LYN A MILLER. P.E NTs is w 23 POT0002 C P.6.}7587U5 PANEL LETTER PANEL LETTER NOTE: ® SINGLE FIXED ASTJt4GAL 7. SEE DP TABLES FOR F INTERLoCK LOCKSTILE LOCKSTILE lama; IN PANEL MOTH8 �rXED SINGLE APPLICABLE ASTRAGAL & LOCKSTILE INTERLOCK m LOCKS77LE SINGLE INTERLOCKS. rNr!•RLocK TASMGAL FIXED CORNER SINGLE t--m OUT LOCKSTILE cs RECEIVER INTERLOCK T ASTRAGAL SIINGtE CORNER (HOXJtJJ IN LOCKSTILE INTERLOCK RECEIVER sMOD LOCKSTLE ASTRAGAL OUT Qs CORNER SINGLE INTERIOR 10L fsnKm D LOCKST&E INTERLOCK PANEL TYPES) SO LOCKCKSTILE ASTRAGAL SINGLE CORNER X� TERIOR VWAW IN INTERLOCK LOCKSTILE LSINGLE ASTRAGAL CORNER SINGLE m INTERLOCK OUT AS RECEIVER INTERLOCK LR AS ACRAL SINGLE SA SINGLE CORNED (H=cm OUT INTERLOCK INTERLOCK p.r `�1 RECEIVER NASTRAGAL IN SINGLE INTERLOCK f `�� LJ CORNER SWGLE leaxam LOCKSTILE INTERLOCK SINGLE INTERLOCK ASTRAGAL IN Jc LRER FRAmucrPZVIEM tNSINGCK LOCN m at59 at FRiadg� midaft CodaSINGLE SINGLE cmER FD�CF Il-i D l • i �- p=!INt IN7ERLO RCVER OT 5r SINGLE fN SINGLE "C FO{Et] CORNER INTERLOCK LOCggLE RECEIVER SINGLE INTERLOCK SINGLE INTERLOCK SINGLE INTERLOCK PIX LOCKSTITil1` K INTERLOCK LOCKSTRS RR F ED SINGLE LO CKSTItE iMERLOCK ASTRAGAL OUT LOCKSLOCKSTILE(max p,17 ASTRAGAL u IN LOCKST&E SINGLE A/q INTERLOCK LOCKSTU E t 11 I s I J f t r LOCKSTILE SINGLE `���0 ,.,DENSE •, fp ' J INTERLOCK JLocxna {� lyo, ag rs IttoJratlr) or, arl J.J. TO/f1/}l H�nehm: C NOCHANOJ:77il3SIIEE7 ASTRAG4L OUT a..�pnw: _ t 6 o GILUZ I I ' M-By. '"" ".° PANEL TYPESNDKOIW 1 {if ' FLo�x�o?'•'�C� : ro> 7ECNNoLDGVDRM ©,c''•., Nov—BW n aJ,rcIrnsmr AERWg64D17DEQOA}/A7S p o.,Qy SERIES 770ALUMINUM SGD - LM! CrmnBFEY Sm !Hi/U:daB cieuar OnR t7.t+¢ NQKQJ<1JS FL 34274J mod " m t+rrrti A. LYNN Pi���P.E. SGOT/0 JVTS 17 d 23 PGMV2 C RH.A S97DS FIXED PANT SHOJI SILL RISERS OPTIONS 19 1 EXT ,1.587° FLUSH BOX SILL RISER is l — I EXT. O.SBT" I FLUSH FLAT SILL RISER FIXED PANEL SHOWN DETAIL 'U NO CHANGE THIS SHEET LOW BOX SILL RISER 20 zsss^ EXT. LOW FLAT SIL.L.RtSER DETAIL x I SM I IVMW I A I PER=4WDA0EC0lA# W18 I 23 3.3Q5" EXT. MEDIUM BOX SILL RISER 22 3.305" EXT. MEDIUM FLAT SILL RISER MWOM$, Ft JWS P.O. BOX 1529 M4KOMIS, FL -tW4 HXF-13 PAN SHOI 24 4.055" HIGH BOX SILL RISER 25 COW EXT. HIGH FLAT SILL RISER DETAIL'z' DETAIL'Y' aEXTERIOR INTERIOR (ALL VERT, SECTIONS) DETAIL'LL' SCREEN — AT HEAD mm I SERIES 770 ALUMINUM SGD - LMI I sawn f NTS I 18 a 23 1 PGTDO02 DETAIL'MM' SCREEN ATSILL DUL-T raysm® imam .vvvue va 090 Cho viol . 4 5 k . 0. lumm, `"%'%�I 1.1'NW oNsz erg',• . >� � NQ, 58705 STATS a i A LYNN MILLEj� P,E , P.B-# 59M STANDARD ASTRAGAL AND STILES DETAIL'BB' Ut 1 AIL 'LL: UC 1 NIL "AA' 10Jl1/4 f I C f NO CFIANW THIS SH40 PFxMIMLOnoscouMFNM P. Ikrxhles frnsn9�� �auaea,4acecatt�v►s DETAIL 'EE' HEAVY DUTY'ASTRAGAL AND STILES �.. �*Har�.•rru� DETAIL'DD' (FIXED PANEQ dDl INTERIM (ALL HORIZ, SECTIONS) EXTERIOR 'ITEM 61 SHOWN, ITEM 50 ALSO APPLICABLE, SEE TABLES 1-3, SHTS. 7-9 FOR OP (PSF) ASSOCIATED WITH STILE Nommis, }i w7s P.O. BOX 1579 NQKQM19, FL 3W4 DETAIL'HH' DETAIL'FF' (FIXED PANEL) AT JAMB DETAIL 'GO' (FIXED PANEL) SERIES 770 ALUMINUM SGD - LMl dmm�cyc sorts SNv Abdro A4. Kx. sGD77o 1. NTS 79 d 23 PGT0002 c DETAIL'II' gCiR6* ue eo oh sue, Fks/� adift6d. A--f t—(cl,%. f� D' iGl- I o 1L It: � .• SSA � � ;' �; U NAL A LYNN ht4LL1ER,LP--, Pzft Sons DETAIL UX (900 OUTSIDE CORNER, 2-TRACK SHOWN) NO CFdan W MIS SHEET MXOMI$ A =75 P.Cl. em f5n 14OWN14 FL X274 DETAIL'KK' (900 INSIDE CORNER, 2 TRACK SHOWN) SECTION I SERIES 770 ALUMINUM SOD - LMI I SGD M I NTS 120 d 23 I PGT0002 r»ucr REVAbTkP m, sap w-g vtb ft s IE11s�s —te i -14 ft� 5Big tIJNN h71t�F �� O .•• gNsE' . R '� No.a�q5 o n i, �` . '• SiA�f �p•���: A. LYNNLLER•P•E. PP_R M7Q5 ITEM PGT Drrg. $ PGT. 9 - Description 1 17305 617306 2-TRACK HEAD 2 17303 617305 12•TRACK HEAD WITH SCREEN RAIL 3 17309 617309 3TRACKMAD 4 17.312 617312 4-TRACK HEAD 5 17314 617314 FRAME SCREW COVER 6 17317 617317 FRAME HFA OAMBADDON 7 17304 6173D4 2-TRACK SILL 8 17301 617301 2-TRACK SILL WITH SCREEN RAIL 9 17307 617307 3-TRACK SILL 10 17310 817310 4-TRACK SILL 11 17313 617313 FRAME SILL TRACK INSERT 12 1 17315 617315 FRAME SILL SCREENADD-0N 13 17316 617316 FRAME SILL SCREENENO ADD -ON 14 17305 6173D5 2-TRACK JAMB 16 17302 617202 2-TRACK JAMB WITH SCREEN RAIL 10 17308 617308 3-11RACK JAMB 17 11311 617311 44RACK JAMB 18 17322 617322 SILL RISER-0 19 17319 617319 SILL RISER-D HOLLOW 20 17321 617321 SILL RISER -LOW FIAT 21 17315 617316 SILL RISER -LOW HOLLOW 22 17355 617355 SILL RISER • MED FLAT 23 17354 817354 SILL RISER -MED HOLLOW 24 1732D 617320 SILL RISER -HIGH HOLLOW 25 173M 6173M SILL RISER - HIGH FLAT 28 17333 617333 POCKET DOORP-HOOK 27 707D 67070 NEOPRENE BULB WSTP FOR P-HDOk 28 17334 617334 POCKET DOOR P-HOOK MOUNT 29 17335 617335 P-HOOK COVER 30 17348 617348 1POCKET DOOR P-HOOK FOR BOX RISER vrrrvnw6rN icl tiwr omnwm rrvurwvrgwr 40 1 4318 612258 SCREEN SIDERAIL- LOCKSTILE 41 7LOCKWGSIt SCREEN LOCKSET 42 41818 SCREEN KEEPER SPACER SET 43 8152 SBI62 SCREEN INTERLOCK ADAPTER 44 4428 64428 OWEN DOUBLE INTERLOCK 45 4317 6122511 SCREEN TOP RAIL 46 4318 UM57 SCREEN BOTTOM RAIL 47 869 7SRAZ STANDARD ROLLER 48 688 7SRAX STANDARD ROLLER -ST. SIL. 49 4344 64344 SCREENASTRAGAL 50 17349 617349 OXp SCREEN ASTRAGAL ADAPTER 51 1692 6169$ ISCREEN SPLINE-.165 52 1694 SIB94 ISCREEN SPLINE - .150 53 61816C20 ISCREEN CLOTH 54 1725 112" x 4" x 1116" SITTING BLOCK 55 1 172E JV X4" X V16" 8RTING BLOCK 202 GLASS 7118 LAMINATED HT -HT PVB 203 GLASS 9116 LAMINATED HT -HT PVB 264 GLASS 7/16 LAMINATED HT41T SGP 205 GLASS 9116 LAMINATED HT44TSGP NOTE: ALL ALUMINUM = 6063-T6 NO CHANGE THIS SHEET IW09 ITEM PGT Wwg. # PGT. a Description 60 17325 617325 PANEL. STILE 61 17326 617320 PANEL STILE (HEAVY DUTY) 62 17327 517327 94TERLOCK ADAPTOR 63 1225 MP248 VINYL BULB WSTP. - THIN (INSICE INTERLOCK) 64 1729 71728 SILL END WEA ERSTRIP PAD 65 17326 517328 INTERLOCK SCREW COVER 67 17329 617329 ASTRAGAL 68 17339 617339 HEAVY DUTY ASTRAGAL 69 17U4 617324 TOP a BOTTOM RAIL 70 1 17350 417350 WEATHERSTRIP -EXTENSION (INJEGTIDN MOLDED) 71 1695 71695 1 112" X 1' X 314" HIGH FIN SEAL DUST PLUGS 72 am 7816W TANDEM ST. STL ROLLER ASSY. 73 8163 18153N ITANDEM NYLON ROLLER ASSY. 74 SILICONE I DOW 899OR 995 75 6165 78185X 1GEMINI MORTICE 3-PLY DUAL LOCK WILONG TRIM PLATE 76 71032X1FPFX 01032 X1" FL. SS SCREW W1 TyPE "F.. Tip 77 7103239 1032 STEEL ZNC U44UT 78 17358 617350 3116 & V4 OGEE BEAU HORZONTAL 79 17357 iili 57 1" IG BEAD HORIZONTAL 80 17359 617M 7116 BEAD HORIZONTAL 81 17380 617380 9115 BEADHORIZONTAL 82 1224 6TP247K VINYL BULB WEATHERSTRIP 83 IGTAPE 112'X 1116" SINGLE SIDE ADHESIVE TAPE FOR IG BEAD 1D0 6DS2 48052 ROLLER AD . HOLE PLUG 101 72087 .IAMB BUMPER V 2 1696 71696 DUST PLUG 103 13185 78186X 1" KEEPER 104 653 7513KEEP SCREEN LOCK KEEPER 105 17344 517344 FXED PANEL CLIP - 6—LONG 106 17352 517352 EXTERIOR FIXED PANEL RETAINER 107 1739 71739 HANDLE KIT -INTERIOR RAISED UM THM13 TURN 103 174D 71740 HANDLE KIT- RAISED EXTERIOR HANDLE 109 1731 181526N HANDLE KTT- RECESSED NTERIOR WITH THUMB TURN 110 1732 78178 HANDLE KIT- RECESSED EXTERIOR PULL 111 710)Gi4P PSDAX *10 X 314" PH. PN, TEK • S.S. 112 1235 67S18 WSTP,.270X.17D-FIN SEAL 113 1712 64068 .187 X-230 FINSEAL 114 710X115PPX AIi0X1112" 115 710XPPT 1110Xf 116 720X1X 014.20 X 1" ST. $11. 117 72GX112)T 914 20 X 1.5" SL SIT.. 118 17336 617336 CORNER RECOVER 119 1M7 617337 OUTSIDE CORNER ASTRAGAL 12D 17338 6117338 JINSIDE OORNERASTRAGAL 210 1 GLASS LAMINATED jr. 3116T - 7116 LAMINATED HT4fr PVB 211 GLASS LAMINATED IG 914T- 711GlAMINATEOHTa•jTpVB 212 GLASS LAMINATED IG 3116T- 7116 LAMINATED HT4iT SGP 213 GLASS LAMINATED IG 114T- 7116 LAMINATED HT -HT SGP fOM TECHNOLOGYDRNE Nalw1wa. T3 M76 PO. BOX 1528 NCXOMI, FL 34Zi4 I SERIES 770 ALUMINUM SGD - LMI I SC07M I N7.5 121 m 23 j Pr.70002 rUQQ1ICT BEYI61i8 "awwg �if $s4drml.� �+� �o-iw y � • ��- ' Olt (I d '��•'..ATEOFi'� ;' ZU' � i 5T 0�,' .,. FLORID•'' ���` r11I 1j 11� A. LYNN �I L� P.E. P,E.# 56705 1.3Q3" 0-325" 0.052" 0.062" J 0.264' 1.05Q" 0.4)50. 0.779" INTERLOCK SCREW COVER FRAME SCREW COVER GLAZING BEAD SINGLE (66) MATL: 6063-T6 (5) MAIL: 6063-T6 (78) MATL: 6063•T 6 T 0.233" D.062" P-HOOK SCREW COVER (29) MATL:6063-T6 I 3.802" } 0.574' 0.075" 0.067 P HOOK„ (26) MATL: 6(163-T6 -1 0.83" L --1 1,050" 5 1.003' 0.752" 1 0.757" D.050° j 0.050" 0.080" SILL TRACK -01) MAT'L• 6063 T6 GLAZING BEAD (ITG_1 FIXED PANT CLIP (79)MAT'L:6063-T6 (105)MAT'L:606346 rp- I9 19 0.062" 1.88 0.709" 1.162" J0.550" 1.739" FIXED PANEL RETAINER INTERLOCK (106J ATL:6063-T6 (62)MAT'L:6063-T6 3.979" " 2.30-j-4" r- i ]---I .'( 0.062" �� P-H4 KMOUNTBYGADAPTOR j 0.281" (28) MATL: 5063 T6 HEAVY DUTY ASTRAGAL (BB) MATL: 6063To 4.i 0.133" rwUouCT REMUS i.6° eacapiylW"rF��m vala ft coda 3.125" L, -�4 HEAVY DUTY STILE 1 872 0.232" (61) MATL: 6063-T6 JII 0.062' 1�.019" 1.467° SCREEN STILEI 0.062" (40) MAT'i_: 6063-Ts 0.067 0.760" FLUSH FLAT SILL RISER 0.232" (18) MATL: 6063 T6 0.906" 0.232" 6" 3,305" 3.955' 0.062" 2.555" D.062" -7 '3.205" 1.567° 2.455" 1.163, 0.060" P-HOOK FOR -BOX RISER (30) MATL:6063-T6 4.125" 0.062" Q.m" 1.304' STANDARD ASTRAGAL (67) MATL: 6063-TB 3.2W `a ANDARD'STILE TOPIAOTTOM BOTTOM RAIL (fi0J MATL: 6063 T6 (fig) MATL' 6D83-T6 " HIGH BOX SILL RISER I MEDIUM BOX SILL RISER LOW BOX SILL RISER (24) MATT: 6063-T6 (23) MATL: 6063-T6 (21) MATL: 6063-T6 NO CHANGE THIS SMELT SW I WICAR I A I PER MIAWDAvs coa mmm I 1.645' 0.062" 0.062" --Flf+ 0.06z, -MI RUSH BOX SILL RISER LOW FLAT- SILL RISER MF.D• FLAT SU RISER HIGH FLAT 51LL RISER (19)MATL: 8063-TB (20) MATL: BOB346 (22) MATV 6063-T6 (25) MATL: 6063-T6 NOKOWS, FL 34VO P.O.9gX 45" N=m1s, FL 319.9 I SERIES 770 ALUMINUM SGD - LMI I scm70 I NTS f 22 0 23 1 PM002 140 Sir LU PI Sz jefr zw °o; ro A. LYN�tI �u1YLLE�F�5P,5 PES sa7o5 s.asa" 1.211" 2-TRACK HEAD (1 FMATL6063-T6 a.6fiz• 1.505" j,—j O.fl80" 4-TRACK SILL (10) MAIL: 606346 6.198" 1.2l11" i 0.081" 2-TRACK WI SCREEN TRACK (2) MAT'L' 6063-T6 — 6.526" Q 5" 0.080" 3-TRACK SILL (0) MAT'L: 60$346 6.2210 7.105" -knr I T 11L-�� u k T [71. 1.505' 1,21T" fl.aeo -TRACK SILL Wl SCREEN TRACK 0.081" (8) MATL: 063 Tfi 3-TRACK HEAD (3) MAT'L: 6063-TO 9.142" 4 TRACK HEAD 0.081" (4) M T'L: 6063-T6 1.4 :INS(QE CORNER ASTRAGAL (120) MAT'[:6003-T6 NO CHANCE THIS SHEET •-I 1--� 1.045' � I 1.993" 0.062" SCREEN TOP RAIL (45) MAT'L: 6063T6 W 0.875" 1,993" 0.062° SCREEN BTIVL RAIL (46) MATL: 6063-T6 4.49" 1.606" 1 z11" J. 9F — —7c 75 —717 J-1 I 0.060" 2-TRACK SILL (7) M—ATV —6063-T6 OUTSIDE CORNER ASTRAGAL (119) MATL: fi063-T6 2,803" CORNER RECEIVER (I IS) MATL: 6063 T6 1070 TEt:moLoGyjuj? VB � MK0IWA FL 3WH 7m P.O. Box 1529 SERA! NOKOMS, FL XQ 74 ® ' SW770 W 3-TRACK JAMB ( i 6) RAW: 6063fi 2-TRACK JAMB (14) MAM 6063 T6 4-TRACK JAMB (17) MATL: 0063•TG I ALUMINUM SGD - LMI one s"o� ta„ - NTS 1 23 d 23 1 PGToom IB" 2-TRACK JAMB W1 SCREEN TRACK (16) MArL:6053-Te ruOOUC: mduiw RA emqupwn 11&62 raowh =",lot eac IlttJllJf LY�,N 4f :�e�'�• •'yL�eNSF'••�fi� ' No.58705 STATE OF N , ��'�� ' • FC0RIDP..•' G��: ff++Jt'�`` A. LYNN I �ILIER, P.E. C P.E4salo5 COUNTY MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T' (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.tov/economy PGT Industries 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 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 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. 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: DESCRIPTION: Series "SGD-2500" Aluminum Sliding Glass Doors w / wo Reinforcements — Non -Impact APPROVAL DOCUMENT: Drawing No.757 Rev M, titled "Alum Sliding Glass Doors -Non -Impact", sheets 1 through 16 of 16, prepared by manufacturer, dated 09-08-04 and last revised on on 11/30/11, signed and sealed by Lynn Miller, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: None: Approved hurricane Protection devices, complying w/ FBC, as applicable are required. Limitations: 1. Use of Table 1, requires No reinforcements. 2. Use of Table 2 and 3 require full reinforcement per sheets 7 & 8 of the drawing. 3. Egress operable doors must comply with min clear width per FBC, as applicable. 4. Nominal 1/4" max. air space is applicable for I.G. glazing with Truseal Duraseal spacer. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved", noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after 'the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 11-1018.11 and consists of this page 1 and evidence pages E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Lshaq I. Chanda, P.E. NOA No.12-0726.03 MIAMI•DADE.COUNTY Expiration Date: May 22, 2018 A\�v ® Approval Date: October 18, 2012 \0 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (submitted under file # 11-1018.11). 2. Drawing No.757 Rev M, titled "Alum Sliding Glass Doors -Non -Impact", sheets 1 through 16 of 16, prepared by manufacturer, dated 09-08-04 and last revised on on 11/30/11, signed and sealed by Lynn Miller, P.E. B. TESTS (submitted under file #11-1018.11 / # 08-0213.03) 1. Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94. 4) Forced Entry Test, per FBC 2411.3.2.1 (b) 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-5095, dated 12-13- 06, signed and sealed by Edmundo Largaespada, P.E. 2. Additional test reports, Test report No. FTL-3102, FTL-3116, FTL-3117, FTL-3596, FTL-4273, FTL-4275 and FTL-4277 per FBC, TAS 202-94 (formally SFBC, PA 202- 94), issued by Fenestration Testing Laboratory, Inc. (Transferred from file # 04- 1220.05 / 08-0213.03). C. CALCULATIONS (submitted under file # 11-1018.11) 1. Statement letter dated OCT 11, 2011, compliance to FBC 2007 & FBC 2010, prepared by PGT, signed & sealed by Lynn Miller, P.E. 2. Statement letter dated 10/07/11, Successor Engineer adopting the another engineer's work per FAR 61G15-27-001, signed & sealed by Lynn Miller, P.E. 3. Anchor verification and comparative analysis dated 03-28-07 and last revised on 08/22/07, prepared by PGT, signed and sealed by Robert L. Clark, P.E. (submitted. under file # 08-0213.03) 4. Glazing complies with ASTME- 13 00-02 &-04 D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. None F. STATEMENTS (submitted under file #11-1018.11) 1. Statement letter dated July 25, 2012, compliance to FBC 2010, prepared by PGT, signed & sealed by Lynn Miller, P.E. 2. Statement letter dated OCT 14, 2011, compliance to FBC 2007 & FBC 2010 and "No financial interest", prepared by PGT, signed & sealed by Lynn Miller, P.E. 3. Statement letter of conformance and no financial interest, 03-28-07, signed by Robert L. Clark, P.E. (submitted under file # 08-0213.03) 4. Letter of lab compliance, part of the above test reports. G. OTHER 1. This NOA renews # 11-1018.11, expiring May 22, 2018. 2. Previous NOA associated files: 08-0213.03, # 07-0309.09 and #04-1220.05 3. Test proposals No(s) 07-2245 and # 04-0404 approved by BCCO. ldhaq I. Chanda, P.E. Product Control Examiner NOA No. 12-0726.03 Expiration Date: May 22, 2018 Approval Date: October 18, 2012 E-2 GENERAL NOTES: NON —IMPACT SLIDING GLASS DOOR 1. GLAZING OPTIONS: B. 3H6" TEMPERED GLASS. TEST REPORTS FTL•3116, FTL3117, FTL•4277 AND FTL-5095. C. 1/4' TEMPERED GLASS. TEST REPORT FTL--3102. D. 5/6" INSULATED GLASS (LG.), (2) LITES OF 3/16' TEMPERED GLASS WITH A 1/4" AIR SPACE. TEST REPORTS FTL-4273, FTL-4275, FTL-4280, FTL-4285 AND FTL-4341. 2. CONFIGURATIONS: SEE SHEET 3. 3. DESIGN PRESSURES: SEE TABLES 1-3 ON SHEET 2. A. NEGATIVE DESIGN LOADS BASED.ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300.02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 4300-M C. DESIGN PRESSURES OF LESS THAN 40 PSF NOT APPLICABLE IN MIAMI-DADE COUNTY. 4. 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 INT6 CONTACT WITH OTHER DISSIMILAR -MATERIALS SHALL MEET THE REQUIREMENTS OF THE FBC. FOR ANCHORAGE DETAILS, SEE SHEETS 13 AND 14. 5. MIAMI-DADE COUNTY APPROVED SHUTTERS ARE REQUIRED IN MIAMI-DADE COUNTY AND WHERE IMPACT RESISTANCE IS REQUIRED. 6. 94STALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH SCHNEEIMOREFEAD SEAM SEALER. 7. REFERENCES: TEST REPORTS FTL3102, FTL3116, FTL•3117, FTL3596, FTL-4273, FTL4276, FTL-4277, FTL•4280, FTL.4285, FTL-4341 AND 5095. >ELCO TEXTRON NOA: 04-0721.01. 0"226.05 >ANSI/AFBPA NDS-2005 FOR WOOD CONSTRUCTION >ADM-2005 ALUMINUM DESIGN MANUAL 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA 13UILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 9. GLAZING VINYL SPECIFICATIONS (ITEMS 36,.37, 4131): a. PVC MATERIAL BY BAYSHORE VINYL COMPOUNDS, INC., EXTRUDED BY TEAM PLASTICS, INC. b. HARDNESS: 70 SHORE A c. SPECIFIC GRAVITY:1.43 d. TENSILE STRENGTH: 1460 PSI e. ULTIMATE ELONGATION: 38M4 L MODULUS @ 100% ELONGATION: 590 PSI g. TEAR STRENGTH: 210 LBIIN 1/4' TEMPERED GLASS 3/16" MONOLITHIC GLASS GLASS TYPE 8 TRUSEAL DURo SPACER (TYP.) 3/16" TEMPERED GLASS 1/4" MONOLITHIC GLASS GLASS TYPE C NOvom a 8121E P.O. aqx Im NDKOMM,, R 3074 AIRSPACE NOM. 5/8" I.G. 3/16' TEMPERED GLASS 130 I 3/8" GLASS BITE 5/8" I.G. GLASS GLASS TYPE D ALUM. SLIDING GLASS L ¢.awetta`t sim n,r SGDP60o N75 7 d 16 rA7i NOA DRAWING MAP SHEET GENERAL NOTES _......... „ 1 GLAZING DETAILS............ 1 DESIGN PRESSURES....... 2 CONFIGURATIONS.._.._... 3 ELEVATIONS .................. 4 VERT. SECTIONS.._.,_..... 5 HORR. SECTIONS ......... _. 6.8 'X' 8 "O" CLIP INSTALL._ 9 PARTS LIST._ .................... 10 EXTRUSIONS....._ ............. 11-13 ANCHORAGE............ _ ...... 14-16 Roo) lw tdmFl rww lyi''! �hk tbt � em�i�i�.R wNh tbt peer Aoc"vmNO 11—iD18 •11 ortr YA VNN `���DaV 4ENSf 1(��'Q'�i' W05 Luz OF A.LYNN niiLl� b.E. P.E958706 TABLE 1 'ENDED SILL, 2112" HIGH GLEISINGLE INTERLOCK REINFORCEMENT (SEE SECTIONS ON SHEET 6) B. FTL-3117 & FTL4277; 3118. OR 1/4" TEMPERED D. FTL•4280 8 FTLa4285; 5/8" TEMPERED I.G. (311WT,114"SPACE. 3/18"T) r"ANEL OVER-ALL DOOR HEIGHT O 80" (68) 1 W (7� 24" 3(" 36" 42" 48" OMPARA WE YSIS• TABLE 2. SILL, 2//2" HIGH :SINGLEISINGLE INTERLOCK :FULL REINFORCEMENT (SEE SECTIONS ON SHEET 7) LASS TYPES: S. FIL3116; 3118" OR 1/4" TEMPERED D. FTL•4341; 6/8" TEMPERED I.G. (3M6"T,1/4'SPACE,3/1" NOM. vOVER-ALL DOOR HEIGHT P Svam O a 2C (20) 8,D +65.0 -106.9. +6&0 400.0 +65.0 •92.3 +65.0 -85.7 3W (2h B,b +65.0 -88.8 +65.0 -03.5 +65.0 76.8 +65.0 -71.1 38" (30) B,D +65.0 -77.4 +65.0 -72.7 +85.0 88.7 +81.6 •81.5 47' (A B,D +85.0 -66.3 +65.0 86 3 +69.6 39.6 +54.9 -54.8 48" (40) B,D +50.0 -M.0 +50.0 -W.0 +60.0 -Mo I +60.0 -60.0 COMPgRA77VE APIALYSIS: TABLE 3. INTERIOR >EXTENDED SILL, 2112" HIGH INTERIOR >SINGLEIDOUBLE INTERLOCK (OUTSIDE) 46 Is:FULL REINFORCEMENT (SEE SECTIONS ON SHEETS) 45 CLASS TYPES: C. F7L•3102; 1/4" TEMPERED D. FTL-4273 & FTL4275; SAr TEMPERED I.G. (3N8'T, 1/4"SPACE, 3/16"T) EXTERIOR NOM. OVER-ALL DOOR HEIGHT EXTERIOR SINGLE�dIEl� LOCK PANEL BO (�) 84" (7q 90° (7°) 98° (e°) SIN WIDTH 0 ca DOUBLE N4 q 2a"(2C +85.0 -127.1 +65.0 -120.Q +85.0 410.8 +65.0 402.9 •I�RLOCK REINFORCEIAENT n . n 1 4­1 icen 1 .e..n .c.n I ..,n.. -. ".. REINFORCED w 42" v w.v (4°1 D +85.0 85.0 +85.0 •85.0 +65.0 85.0 +85.0 85.0 1 "'h °�P1Fl �•rb� `o i-0 i INTERIOR 46{� 46 © SEE NOTE &�2 rww)cTfwvLu �I POS. r�BPP�"YMHA+hQMId SILL DESIGN EXTERIOR HEIGHT PRESS. coft R . me . 1 (IN.) (PSF) i/2` +85.0 REINFORC 13/4• 5.3 INTERIOR NOT NOTES: SILL RATED 1. POSITIVE DESIGN PRESSURES SHOWN IN TABLES ARE BASED ON THE 21/2" HIGH SILL. POSITIVE DESIGN PRESSURE IS LIMITED TO 35.3 PSF WITH THE 1 3!4' SILL. O1A� NEGATIVE PRESSURES ARE UNCHANGED�� acENSF' :�Fp �: 2. INTERIOR SILL IS USED WHERE WATER RESISTANCE IS NOT REQUIRED, IN WHICH *: No. 58705 CASE POSITIVE DESIGN PRESSURE EQUALS THE NEGATIVE DESIGN PRESSURE - SHOWN IN TABLES 1 THROUGH 3 FOR THE RESPECTIVE SIZE.Q•DESIGN %D r PRESSURES NO REINFORCEMENT ALUM. SUDING GLASS DOO NON IMPACT �''�,S/ONAL Vlsli.Z'Betaa raegx+sse AOD�AASI271 6Q11?d�0 AIIk) 2 + 16 -.row ALIdict2lL RE 757 II'I CODE PANEL TYPES CODE PANEL TYPES CONFIGURATION NOTES: 1. MAXIMUM DAYLIGHT OPENING OF THE ADJACENT 4.8- NOMINAL A INTERLOCK LOCKSTILE R OCKSTILE IP TERLOCK WIDTH PANEL TYPES IS 4411W. i 2. MAX. DLO HEIGHT = 81 3/4' 3. DOOR CONFIGURATIONS INCLUDE BY-PASS, POCKET AND ANY B R.H.R.H. INTERLOCK INTERLOCK S FIXED LOCKS FILE STANDARD ASTRAGAL COMINATION THEREOF (LIMITED TO EIGHT PANELS AND SEVEN TRACK FRAMES) FRAMES OVER 3-TRACKS ARE MADE UP OF THE APPROVED FRAME COMPONENTS SHOWN ON SHEETS 11 AND 12 OF THIS NOA. EXAMPLE MAXIMUM CONFIGURATIONS: A. EIGHT PANELS ON FOUR TRACKS (CENTER MEET) C REVERSE INTERLOCK ASTRAGAL T REVERSE ASTRAGAL FIXED LOCKSTILE D LOCKSTILE INNH RLOCK U ASTRAGGAL LOCKSTILE B. FIVE PANELS ON FIVE TRACKS (BY-PASS) ORTRACKS IN PANELSCESS OF THOSE REQUIRED MAY BE USED FOR SCREENS. STRUCTURAL E ('�—�� INHTERLOCK I }---I I INTERLOCK `' V LOC STILE QED LOCKSTILE F ��'}�---'��� NTERLOCK I F---1 I IKMRLOCK W INTERLOCK STANDARD ASTRAGAL G LOCKSTILE Y OCKSTILE IINOTERLLOCK LUBLE INTERLOCK r . wo fie Ida' H I TERLOCK Z LOCKSTILE LOCKSTILE �b Z b3 J� EiNTERLoCK DOUBLE YR FIXED INTERLE LOCK L CKK nLE / ly at+ J LOCKSTILE STANDARD ALH.STRAGAL GR DOUBLE INTERLOCK LOCKSTILE K INTERLOCK I �--� I LOCKSTILE LR RSE ASTRAGAL R.H. INTERLOCK t8tppuCrwcvistu ,��y,.ioy efe vMY� L INTTERLOCK STAS RAGA�L WR ARM INTERLOCK M LOCKSTILE � INTERLCK DS DOUBLE� INTERLOCK INTERLOCK .��NpNI �YNN M���'�.,� STANDN AMRAGAALL INTERLOCK SD NTERLOCK INTERLOCK 1 f-- I C- � : Qom•. LtCENSF'•.•�' * No.58705 P D INTERLOCK � LOCKSTILE '0 a. sr TEOF( % ••.�CORIDI;. •' �_�� '�`S'S/ •••••••• NG GLASS ONAL e Fie imam K nrocwuroErrxssxFErO`. 10M1pLO0YORNE NOKON73, RJ47/8 Tom' or PANEL TYPES ALUM. SLIDING RK fa/Z&tl7 rmwu+r L E7H16SHEET iN#Mi 4f CENNOE7}a9 SifEET P.O.BQX1618 N fi 312Tf V1r161y Better _ 8G'D2300 NTS _ D00 NON -IMPACT /", ,,`\ 3 d 18� 7;j/ M A. L Pt �t�l�iu.en, Ps .rj.Rl car FJC 08�DQ/04 u� 1.,t onpzna 44118' MAX. DAYLIGHT OPENING FOR 48" NOMINAL, ALL CONFIGURATIONS so, Y MAX. 0 HT. 48' NOM. MAX. PANEL WIDTH 1 i 71, 3/4 MAX 80' DAYLIGHT MA7 a. OPENING HT 41r NOM. MAX PANEL WIDTH —j pXxx pXXXO or OXXXp 48' NOK MAX PANEL WIDTH —j MID 0 a �. MAX TYR HT. L 1 4W NOM. M Xp or pX MAX 96' MAX HT. 1 PANEL WIDTH —j " ►j DLO HT. DLO WIDTH 48" NOM. MAX. PANEL WIDTH - �+---� OXXO or XXXX NOTES: 1. SEE SHEET 3 FOR PANEL TYPES. 2. OLD WIDTH = NOMINAL WIDTH - 3 718" 3. OLD, HEIGHT = DOOR HEIGHT -4 114" d p 91 XV 98' DAYLIGHT OPENING 48' NOM. MAX. PANEL WIDTH —�— OX or XO pXXXO or OXXXp m 7EQW0=rQ9W cnranr-r-c =.c v/Y j jL/lva N p ALUM. SLIDING GLASS I: NOKOMGS i13{27/ 1,wily Better — 4 — spD2aw N7S 4 a 16 aw"" I trrm ** rroaucr saivt� ..w�ybrs.�+M ak flwi�. or. �tturrr `�� ��'•y10ENSF'��1��: * No.58705 TA ?�`• �s TE10F/r •� . S G XN NON -IMPACT '+is��NAL,E�," n 757 M 0. L PF. Ms 59705 212 r� f 212 r� u 1 216 (5 - TRACK HEAD & SILL SHO f 214 216 (5 - TRACK HEAD & SILL SHO 1 215 21 74 215 217 EXAMPLE MULTI —PART EXTERIOR FRAME EXT. MAX. HEIGHT ALL CONFIG. INT. NOTE \ sai °Wa'PSFVERTICAL SECT. STANDARD SILL 94 UV MAX. DLO ALL CONFIG. EXTENDED SILL EXAMPLE MULTI —PART ANTERIOR FRAME lg EXTERIOR INT. NOTE: ITEM 74, INTERIOR SILL IS NOTAPPROVED WHERE WATER INFILTRATION IS REQUIRED. mg Q 77 VERTICAL SECT. INTERIOR SILL nUWe�%Fx3am -- —lLUM. SLIDING GLASS DODIt NOMMPACT NQfOM3, Fi8A27t Vntbty Berner erwaeae aes m.a.,�ar. -j- 8G�2fi70 1/2 6 6 a 16 757 17, A-brum ift C.rbp4 � LYNN*j"',-i��'i Qom. = �}GENSF •'• :� *' No.58705 71 0 sTA o 11 ; A. LYNN P.E. MR 58705 SECT. A -A SECT. D-D SECT. E-E INTERIOR — 7 — 0 0 (ALL SECTIONS) �-� — — EXTERIOR SECT. B-B SECT. C J SINGLE/SINGLE INTERLOCK EXAMPLE W/ NO REINFORCEMENT (TABLE 1, SHT. 2 DESIGN PRESSURES) 69 24 OR 12t X O OR t06 SECT. A —A MOVABLE INTERLOCK AT P—HOOK ce X X— E' VOR6�6 SECT. 8— MOVABLE SINGLE/SINGLE INTERLOCK 76 AND 77 6 OR 106 O O AIR SPACER TYP. ALL SECTIONS X SECT. D—D FIXED TO MOVABLE SINGLE/SINGLE INTERLOCK P.0.80X }gag HOXOAfIs, R BQII OR t01 SECT. C—C LOCKSTILE AT ASTRAGAL OR 0 t OR t01 USED ONLY WITH FIXED PANEL 78 73 . SECT. E—E LOCKSTILE AT JAMB THORIZONTAL SECTIONS !— ALUM. SLIDING GLASS DC BtrDT60D 1 112 1 6 • 16 X s4 ea„ bft wZ rce�a4e�v� wre "tip" N � ��•' CEN • ' << �: �: �1 Sic '•..� * ' No.58705 Won 1 - DPS %'�S;'•. ctORIOP.•' G\?�� M-IMPACT /,'ON1AL ARE MLLLER, RE 757 M P.F-068M SECT. A -A SECT. H-H SECT. E-E 4 INTERIOR — — — — o o — (ALL SECTIONS) \ - I EXTERIOR SECT. F-F SECT. G•G J SINGLE/SINGLE INTERLOCK EXAMPLE FULL REINFORCEMENT (TABLE 2, SHT. 2 DESIGN PRESSURES) O OR 106 SECT. A -A MOVABLE INTERLOCK AT P-HOOK X X f06 OR 6 SECT. F-F MOVABLE SINGLE/SINGLE INTERLOCK 76 AND O 6 OR 106 SECT. G-G LOCKSTILE AT ASTRAGAL X OR 0 . • ��AIR SPACER, 6 X FIXED PANEL, SECT. H-H FIXED TO MOVABLE SINGLE/SINGLE INTERLOCK jvcvco & t184?7B P.O. BOY(1QD A'0((DYiq FL9f774 I X OR 101 py�R:FtwUi SECT. E— E = * 140.58705 * ' LOCKSTILE AT JAMB �. HORIZONTAL SEC7701VS TABLE 2-DPS �;c�' •.FtORroP.•' ��� ALUM. SLIDING GLASS DOOR, NON -IMPACT ae.anae mre myna arc �/(((• A. LYNN MILLER, PE. saaz�n m.e 1!2 7 m 16 757 M P,E6687o5 SECT. A A SECT. Jam! SECT. E-E _ 4 INTERIOR 0 0 (ALL SECTIONS) ' — — — — lu EXTERIOR SECT. W SECT. G•G J SINGLE/DOUBLE INTERLOCK EXAMPLE FULL REINFORCEMENT (TABLE 3, SHT. 2 DESIGN PRESSURES) 0 OR 106 SECT. A —A MOVABLE INTERLOCK AT P—HOOK OR 106 X XX 33 OR 134 SECT, I —I MOVABLE SINGLE/DOUBLE INTERLOCK OR 121 X SECT. G—G LOCKSTILE AT ASTRAGAL X OR 0 1 OR fOf — — rttlwuetitEYti¢B rasl!MJI"twuA Met+�wtth 1 USED ONLY WITH FIXED PANEL, .¢, od \J tUut111 134 OR O t kcEris' F'. SECT. J—J SECT. E—E = * NO.Sa705 FIXED TO MOVABLE SINGLEZSINGLE INTERLOCK LOCKSTILE AT JAMB FJG 8/1907 K NO CMAIVCE 71BBSflEEr ° " iAQ�•,_ STA .IF fam McmVo oc cam F, ..�.. HORIZONTAL SEC77ONS TABLES - DPS ; F •.Fco B, F f629.07 t CMAAGETMSMEEr NOPOWFLUM — �sIQNE101` --�— ALUK SLIDING GLASS DOOR, NON -IMPACT , .1.R f0%SH1 M cMww7m SHw7 P.0. BOX fSiC 11, I t t t "' tnwmn�e tart DOC V AW6 Beixar ° ttor• s`.c � tx� A LYNN M P.E F.K OgU8fi4 1 L Otv" SOOZ500 i/2 8 18 7s! M P.EOW06 (2) FIXED PANEL BRACKETS INSTALLED ON EACH FIXED PANEL TO ATTACH FIXED PANEL TO FRAME JAMB 1 m nX » „X „ »X» (1) TRACK CLIP ASSEMBLY INSTALLED ON EACH ACTIVE PANEL AT THE INTERKOCK�k POSITION TO SECURE THE ACTIVE PANEL TO R5 RESPECTIVE SILL TRACK 0 (1) FIXED PANEL CLIP (TOP) INSTALLED ON EACH FIXED PANEL AT THE INTERLOCK POSITION TO ATTACH FIXED PANEL TO FRAME HEAD INSTALL W/ #10x1' SMS (4) 76 RE -INSTALL #10x 3/4' PANEL SCREWS (2) 831/ 77 INSTALL W/ 78 / INSTALL W/ #10x1' SMS (4) #10x1' SMS (2) RE -INSTALL 1/4-20 PANEL SCREW (1) O FOXED PANEL CLIP (BOTTOM) INTERLOPOWICK ON EACH FOXED PANEL AT THE INTERLOCK POSITION TO ATTACH FOXED PANEL TO FRAME SILL w,tt tl. NiL4--w zvhu+b. Oak rI FIXED PANELS .yp%"wm Aw flwl& okalcoft t, '"i r ILL— \. !Ne LYNA, No.58705 OPERABLE PANELS �o.(�: FX K WPANHBSL7tEW810 Au wr rrr sma n � , � T12A(;l( CUP a MED CLIPS INSTAUA77ON ~%O(�s'• �ORIDA .= �_� -� ALUM. SLIDING GLASS DOOR, NONLIMPACT J.! iW1AM4 M CNANWIMSFaWr P.q,BQ)(7679 _ 4FK aamm, J1 DA07J09 NCNCOMtS RS�P7I lZiMy Better S %2 9 e 16 o,*,- 757 M A L REA68 PE 1TII14 1 2 3 4 6 7 8 9 11 12 13 15 17 18 19 20 21 23 ?a 26 27 28 29 30 31 33 36 37 39 ao 42 45 46 49 51 52 53 54 55 56 57 58 60 61 F r c mn�t+ F.K QA� PART ig DESCRIPTION LOCKSTLLE,MONoLnuC LATCHASSIMBLY LATCIIASSEMBLY #10-32 X 1.25 PS FL M3 R TIIRLOM STD.I MONOLITHIC #10 X.750 PH. PN. SMS - SS. 1/4-20X 1.125 PH. PN. MS WSTF, .187 X 320 -PILE TOP RAU, MONOLITHIC WSTP, .187 X 2W FIN SEAL ITOP PANEL GUIDE BOTTOM RAU, MONOLITHIC BOTTOMPAMMGME SINQEROLLFRASSY. SINGLE ROLLER ASSY.-S.S. TANDEM ROLLER ASSY. TANDEM ROUMR ASSY. - S.S. 1ASTRAGALMONOLITBIC ASTRAGAL D. MONOLITHIC ILATCEIKEEPER ILATCH KEEPER -S.S. 8'X 312 PR TR SMS JAMB BUMPER #6 X 3T5 PIi P1V. SMS UMP,a_LM vt .030OR.060 DOUBLEMIRLOCK (STD.1 MONO. GLAZING VINYL - 3116 GLAZING VRIM - 114 IN TFly TEMPFRR EGLASS GLASS v4w RiD ADD -ON STILE OXO ONL V2 X 15/8 REW. -ALUM 1/2 X 1114 REW. - ALUM. RffiMORCLffI 3�VT SPRWG CUP MORTICEIACK DLA MOIMCELOCK EADLAT S.S. C50.LNDER/HOUSINGASSY. ORTI BACKING PLATE ORTI MO CEHANDIESET CAVHRPLATE MORTICELATCH K1EPE R 3/16" APPLIEDMUNTIN COLODUALENDPiBCE If ae erx�saxgr JA Ogww PGM MM FARTh DESCRIPTION PGF# 69362 62 522 COLONIALINTFRSBCTION 41630 MOCK 63 IN APPLIED COLONIALMUNM 66631 7DUMY 64 1240 1116X I FLATBAR 68926T52 711141C 66 754 TRACK CLIP GUIDE 4175413/W 69409 67 756 TRACK CLIP COVER 6756B/W 7S134X 68 #6 X 3/8 PP SMS 18-8 SS 76X38PPAX 71420XI1099X 69 740 HOOKSTRIP H 63713 &MTK 70 722A HIGH-RISE TRACK ADAPTER 69371 68172 71 702 2-TRACK HEAD 68179 61281W 72 709B 2-TRACK EXTERIOR SILL 6703B 41801 73 704 2•TRACC JAMB 68180 68173 74 637 2-TRACK RUMOR SILL 68275 41802 76 717 JPIMD PANEL CID TOP 7LA 13A 78RAZ 77 717B IFUMbPANELOM, BOTTOM 7717FPCA 75RAX 78 646 FDMPANELBRACKET 41814 7683Z 90 1136 #6 X 1/2 PP SMS 76X12A 7683SS 101 736 LACK LQ GLASS 60392 6*15 106 735 DTIMMOCK STD. I.G. GLASS 60393 69492 1I1 618 TOPRAILLGGEASS 69088 7SDKEE?P 115 619. BOTTOM RAIL, M GLASS 69089 121 737 ASTRAGAI, WxGASS 60394 78X56A ED 720M t30 I/V' SP M 3/1 " TE TE RED 76X38PPA 1/4" SPA 3/16" TEMPERED 131 1006 GLAZINGVRM-INSULATED GLASS 658aX 41831 134 745 lDOUBIEDMWDM(STDA LG.GLA 60551 69494 201 629 1- TRACK HEAD POCKET DOOR 68176 6T304 2M 628 1- TRACK JAMB POCKET DOOR 6628 614G.K 203 666 SCREENDOORPOCKET OR 61394 204 627 1- TRACE EXT. POCKET DOOR 68179M 69112 208 631 3 -TRACK HEAD 68182 6755M 209 632 3 - TRACK JAMB 68183 61214M 210 633 3 - TRACK SILL, EXT. W/ SCREEN RAIL 68184M 7BRK211613 ADD•ONTRACTM25 'BEAD 68187 71040 212 614 ADD -ON TRACKFORFRAMEHEAD 68185 71040X 213 617 2 -TRACK FRAMEJAMB,ADD-ON 68188 70288K 214 615 3-TRACKS"ADI1ON 69189M 785UA 215 616 ADD -ON TRACK W/ SCREEN FOR SILL 68190M 4183CN 216 634 ADD-ONHEAD 69186 71045 217 635 ADD -ON SILL 68191M 7VT43 218 638 LOW-RISE 2- TRACK SIIL,EXTIRIOR 68952M 7SDSP5X1 220 636 1- TRA CK SILJ, INTERIOR 68274M 68421 222 671 LAW -RISE 1- TRACK SM4 E}CTPRIOR 60803M 41628 225 732 ffiCiE%RISBTRACK ADAPTER 68313M �� PARTS LISTS au *� ALUM. SLIDING GLASS DOOR NOh IMPACT MOV g9C1F/ VWb!lBtster Samm NIB f0 w 18 '- 757 M _ + w �1 rMsocr RRYMM � � wfµ �h! PMrIAr zKorries ao�r. —t o t2 • � ��(�l• t t irr �.��i�,oNY.�YNl- Ali ;� = .tcEnisF ,p 't` No. 59log = ��0�. �SBTIT.EOFr %�F�,••.�tomoa..� G�?: '%S,70NAL 1? A � ,�"EaaroeRPE 708 705 1119 1209 706 1281 725B 707C 726 661 661 683 683 609 720 653 653 729 663/664 734 1007 645 755 1214 749 1040 10442 1016 10M.625PILMSMS 657 1045 659 1239 665 m .890 � 062 j� T 1.37b .082 Z -�11.036 I+-- -►isoci _ I.G. TOP RAIL MAT'L: 6063-T5 TOP RAIL MAT'L• 6063-T5 }}J #618 i} #706 f +- 2.310 - t lu I.G. DOUBLE INTERLOCK MATL:6063-T6 134 #745 �- 2.310 .093 1.816 STD. DOUBLE INTERLOCK MATT: 6063-T6 O #734 �- 2437 -y j 1.032 082 101 I.G. LOCKSTILEf MAT'L: 6063-TB #736 r--- 2.437 -� .062 7.032 STD. LOCKING STILE O MAT'L: 6063-T6 #708 --i 1.036 1•---44991-•-- r-- 2582 --� �-�--- 2562 �[T 062 .062 2438 2.438 1.096 1.576 1.098 1.575 2.845 2.845 .89D .am r- I.G. BOTTOM RAIL BOTTOM RAIL .125 126 MAT'L: 6063-T6 MAT'L: 6063-T5 J } #619 JS #707 MAILS 6 68 T6 MAT'ASTRAGAL3-T6 J2J #737 23 #720 I611 FO OREINFORCEMENT 46 R FORCEMENT MAT' 663-T6 MAT' #1604 -T6 ITEMS 45 AND 46 LENGTH = PANEL HT. - 4 1 /4" O 0 00 I 1.750 1.0D0 +- 2.OD0 .125 0 77 FIXED PANEL CUP, BOTTOM MAT' • 6063-T6 717B' PA BQX lap P00 O O 1.760 1.000 I + 1.750 .126 FIXED PANEL CUP, TOP 76 MAT'Ij76063-T6 PANELS r 1.452 .093 I.G. INTERLOCK MATL: 6063-T6 10 #735 � I 1.452 .093 STD. INTERLOCK O MAT'6063-T6 # 6 705 ALUM. SLIDING GLASS DOOR NON -IMPACT sQnzsoD NTS ?1 a ?B �.as 757 1 �.tz o7z 03 woDucr Wvt " ft[dWSAmpt"� t�,llltlllll" LYNN 11/(e ` * ' No. 58705 * �' :�Q • ST ATEbFI T� •. S ' �}V��A1L E� wL: A. LYNN K PE P.E.868706 �+--- 3.624 —� 660-�I 1.000 .062 T- 1.687 REF. Z600 ANCHOR �+ - HOLES 71 2 - TRACK HEAD 70 HI -RISE TRACK ADAPTER MAT'L• 6063-T6 #702 MAVU 6063-T5 #722A i�- 3.600 .687 082 1370 —►{ 1.594 REF. 060 F ANCHOR HOLES 1.010 O2 - TRACK JAMB 73 MAT'L: 6063-T6 HOOKSTRIP #704 69 MAT L:- 063-T5 #740 1.687 REF. OWN ANCHOR {+- .062 n HOLES Hol� I �irt0. 1.760 s00 i r 1 .062OPTIONAL SCREEN r 4.676 RAIL, POCKET MOU 6063-T5 72 2 - TRACK EXTERIOR SILL #666 MAIL: 6063-T6 rwoaucT �,y #7038 Plod& addras coM ra 1.687 REF. 550 ~ tomes ANCHOR -T N `Stv HOLES 1.750 R62 Ai .562 .050-►1F�-_ 225 HI -RISE TRACK ADAPTER LYNN F+-- 3.798 —� .. MAT'L: 6063-T5 ON......... ��•'�,�GEMS #732:' F '' P 74 2 - TRACK INTERIOR SILL = *'5870.1* ' MAT'L 637 3-T6 No. Ar ee GNANGETMS8HEET f0 '?SQ'• // 7E �F l�j` nm' ' aE1 L WnEMsao1 zaza ATRACKFRAME N0X0 Fi 3dM P mA EXTRUSIONS, FRAME ALUM. SLIDING GLASS DOOR, NOThIMPACT lNf3/!1 tf gwYGenossN�r P.a eQX tazo _ _ rrr�/ i� • JA _ _ NOI Fi 3f17s Vblbl�' Beaer 0 NT.S' 12 • 16 ��— 75] M A. LYtAP.E. I r— 5218 5 1 f ,.00ari .750 T_ .062 ---+ 208 3 - TRACK HEAD MAT'L:#663063-T6 062 .887 5.094 209 3 - TRACK JAMB MAT'L: 6063-T6 #632 ADDED FRAME COMPONENTS 4.016 --y -1 J50 .062 2r1 ADD -ON TRACK HEAD MAT'L:#603 3-T6 .062 ..L .687 3.187 -- —1 2 - TRACK FRAME, 213 JAMB ADD -ON MAT'L:#6606 3-T6 r— 3.002 —+1 1.000 T .062 ADD —ON TRACK, 212 FOR FRAME HEAD MAT'L #8063—TG .440 2per I 3- 625 -O1 —TRACK SILL, LOW —RISE EXTERIOR W/ ADD —ON MAVU 667063—T6 • 1.800 --1 1.000 .062 T ADD -ON HEAD 216 MAT'L 6063-T6 #634 062 r 1250 .062 062 k�� 1.260 + 562 .627 1 .662 6.184 T 6.682 _L T 3.986 270 3 -TRACK SCREEN REXTERIOR 214 3 - TRACK ADD -ON f AVU063-T6#g 63 T6 SILL 218 2 -TRACK R ILL LOW ADD -ONCE 6 #633 #638 } .062 t 062 .062 .562 662 .562 �— 2446 I+-- 1.844 T �-- 3 788 21 2 -TRACK SILL SCREENOFOR FRAME CK WSILL 1217 1 —TRACK ADD —ON SILL 119 INTERIOR W/ ADD —SON MAT'L.- 6063—T6 MArL+#6353—T6 MAVU 6063—T6 6 #637 mqc ww,eer e.,,sn. c sna+o7 K nroo►a,rxaE,,M sr>Fxr f9M nWJ NoloorARW —,- E TRH �anr 1Nwo IMSHEEr NONaVIA FE 3aT5 ■ ( ALUM d 1wmi 8! CMNGEMISSABET PAB¢X fag �� Fk o�4A8roo om NCAGW$R3a7� VbtbbBeercr 062 .562 1 � 2204 1 —TRACK SILL, 220 INTERIOR W/ ADD —ON MAVU 6063—T6 #636 NTS 13 a 16 . I W CT j r uepucr RMW rg1!PginF wN� r4e Fled& �uec rk,�l91"0._ll Wintle. pRsc�-73 S ��uirrl„ Qom:'. vGENSF ••.,� * ' No. 58705 =gip •� � sr� a o�1'�' �� •'• .......... •'C A. LYNNILLER P.E. P.E.858ns I DP TABLE REF. SILLI JAMB I P-HOOK I SILL I JAMB I P-HOOK I SILL I JAMB NON. PANEL UNIT WIDTH x HT. 5 cl col 01911 24.000 x 80.000 84.61V 90.000 96.000 c6cocs ale G-`4 8 8 Coco ca a C4-ff 8 8 DO x 84.000 8D.000 98.000 g g C6 aaC4 CB C4 8 8 8 8 XMU—x 80.ODD 84.00D 90.000 96.000- C CB x 80.00D 84.000 80.000 96.000 Cd CO C4 8 8 M 54 C4 UW Cf W 54 8 8 8 8 8 x erm 84.000 90.000 ce ce C4 8 8 C4 C4 ZW C4 8 - V ANCHOR LOCATIONS, TYP., (2) PER HEAD & SILL 48° NOM.—•• ANCHOR LOCATION, MIN. (2) 96" 28" MAX PER AT MAX. O.C. 2-TRACK JAMBS. SEE SHT. 16 FOR MULTI - TRACKS APPLICATIOI 6" MAX I---W MAX 48" NOM MAX FOUR PANEL 0 22 5/16" MAX O.C. III NOM. RaLt 4. NOTES: I 1. ANCHOR TYPES: 1 -1/4" ELCO TAPCON 2 -1/4" ELCO SS4 CRETE-FLEX 3 - #12 STEEL SCREW (GS) 2. GLASS TYPES: B - 3/18' TEMPERED C -1/4° TEMPERED D - 5/8' TEMPERED I.G. P-HOOK 3. INTERLOCK AND REINFORCEMENT KEY: SSN - SINGLE/SINGLE WITH NO REINFORCEMENT. SSR - SINGLEISWGLE WITH FULL REINFORCEMENT. SDR - SINGLEIDOUBLE WITH FULL REINFORCEMENT. 4. ANCHOR QUANTITIES BASED ON THE FOLLOWING SPACING: JAMBS AND P-HOOKS SPACING - W MAX. FROM CORNERS AND 28" MAX. O.C. 8 3 HEAD AND SILL SPACING - 6" MAX. FROM CORNERS AND 22 5/16' MAX. O.C. S 6 6 6 6. INSTALL PER ANCHOR QUANTITIES OF TABLE 4, USING THE DIMENSIONAL _ CRITERIA OF NOTE 4. HEAD AND SILL CLUSTER ANCHORS ARE REQUIRED AT 5 6 6 ASTRAGAL AND INTERLOCK LOCATIONS OF THEIR RESPECTIVE TRACK SECTIONS. SEE SHEET 16 FOR POTENTIAL ANCHOR LOCATIONS WITHIN HEAD, o SILL AND JAMB TRACK SECTIONS. F F-W-9, 16" MAX ANCHOR 8" LOCATION, MA TYR B 8 6 Aw4 5 ASTRAGAL ORZ• D�Z�• F 8 INTERLOCK, TYP. MJANCHORCUAMR-C4 m6 5 8 8 16' MAX MAX 1 11/16' MIN. O.C. TYP. ®j ruopucr Rrou�� EXAMPLEUTION ANCHOR 28" MAX HEAD & SILL = 6' MAX FROM LOCATION, O.C. CORNERS, 22 SH6' MAX O.C. AND CC TYP., (1)-y AT EACH ASTRAGAL OR INTERLOCK PER AT JAMBS & P-HOOKS = 6" MAX FROM P-HOOK CORNERS AND 28' MAX O.C. pY O TOTAL AT HEAD = 30 ANCHORS a TOTAL AT SILL = 30 ANCHORS TOTAL AT JAMB= 8ANCHORS TOTAL AT P4i00K = 5 ANCHORS HEAD/SILL CLUSTER LOCATION TYP. SEE C4, C6 OR 08 CLUSTER DETAILS !8)AAtCHOR Ct(ISTER- CB A�uac q. 11-1A.1�• \ 1 .. ww�-Z2.►1-Z' 16" MAX. y1'-.�A I MAX ttnutt 31 MI ``�� NONY LYNN (8)AMCIIORCLU5IER-CB �� vCF p'� * No.58705 CLUSTER DETAILS = 3 %�O� STA OF I (� raegxrm —�„j=I ALUM. SLIDING GLASS DOOR NON -IMPACT 111, O 1P,V1A'L�V o� N RJC�I V&ft Better �� nn: A Lytim M P.E somwo OUT$ 14 - 16 76/ M PF.searos 1 318' MIN. CONCRETE ANCHOR 3.4 KSI MIN. CONC. 1 "MIN. E.D. 1.687 2x WOOD (SEE NOTE 1) TYP. (2) (EXTERIOR) O.C. (SEE NOTE 2) ALUMINUM MULL ANCHORAGE WOOD ANCHOR `a , APPLICABLE TO HEADOR JAMBS -4d ..�''.i.• OTE (SEE NOTE 1) h'ti''" ° ' : r' i. 1 3/8" 0 1/8 AL MIN. 1.594 1x WOOD BUCK O.C. (SEE NOTE 2) MIN' (EXTERIOR) Zx WOOD (EXTERIOR) �1.687 L 1/4" MAX SHIJ 1/4" MAX. SHIM (SEE NOTE 2) O.C. #12 SMS DETAIL - C DETAIL - D WOODANCHOR DETAIL - J 1/4" MAX. SHIM I-- (EXTERIOR) (SEE NOTE 1) DETAIL -F NOTES: TYPICAL FRAME HEAD INSTALLATIONS I. FOR CONCRETE INSTALLATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO 1/4" TAPOONS EMBEDDED 13/8" MIN. OR SEE NOTE 1. 1/4" SS4 CRETE-FLEX EMBEDDED 1 3/4" MIN. THE MINIMUM DISTANCE FROM CENTER OF ANCHOR TO CONCRETE EDGE IS 1 W4'. FOR WOOD r- 1.5 KSI MIN. CMU INSTALLATIONS USE #12 SCREWS OR ELCO Ile SS4 CRETE-FLEXANCHORS EMBEDDED i 3/8" MIN. /2" :.` 2. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS Ix ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1. WOOD BUCKS DEPICTED KSI MIN. CONGAS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY !� AUTHORITY HAVING JURISDICTION. j 3. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6083-T5 AND A MINIMUM OF 118" THICK THE ALUMINUM • : 1 594 STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE DOOR FRAME SIMILAR TO THAT SHOWN IN DETAILS B, D AND F 'wR�. ABOVE FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM SEE DETAIL J). CONCRETE "�' O.C. IF THESE CRITERIA ARE MET THE PRESSURESAND ANCHORAGE SPACING FOR #12 SCREWS SHOWN IN THIS NOA MAYBE USED. ANCHOR .� 4. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON -SHRINK, NON-METALLIC (SEE NOTE 1) :'w,-• Cr�� 1 3/4' MIN. E.D. GROUT (3360 PSI MIN.), (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTHOF THE SILL THAT IS NOTTK+HT VYl 0 _�TYP (2) TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 30# FELT PAPER OR as-� l Ix WOOD BUCK MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING �` iltil me III (SEE NOTES 2) (EXTERIOR) JURISDICTION. _ ." - DETAIL - E TYPICAL FRAME JAMB INSTALLATIONS 3.4 KSI MIN. CONC. NOTE 1. COMIC. ANCH( (SEE NOTE CONC.ANCHOR (SEE NOTED „�•.,�:,. MIN. E.D. (SILL) (EXTERIOR) DETAIL - G 1/4" MAX 1.687 O.C. (SEE NOTE 5) 1 3/8' MIN. (EXTERIOR) 3/8' MIN. WOOD ANCHOR (SEE NOTE 1) 2x WOOD 2z WOOD DETAIL-B (SEE NOTE 2) (SEE NOTE 21 1/4" MAX MIN. E.D. 1.687 O.C. r (SEE NOTE 4) mv (EXTERIOR) a:•�' +4.:;k :'si: NOTE1. (SILL) (SILL) j13/4" MIN. E.D., CONCRETE ANCHOR �ATYP- (2) (EXTERIOR) (EXTERIOR) (SEE NOTE 1) 3.4 KSI MIN. CONC. DETAIL -A DETAIL - H DETAIL - I 1x WOOD BUCK, (SEE NOTE 2) WOOD ANCHOR (SEE NOTE 1)1 I TYPICAL POCK P—HOOKINSTALLATIONS I1 f7.34Zl� Yldbly �etLe7• 8/I//Y+�t• aoY: loam 1/4 1 15 a 16 I757 ra*wmos vft &r PIwY► maw 11�v1 •11 :slurMw Bar 3 LYNN 481, /ii�i Q+�r'4�CEN3F•,���� *; N. W705 A •• Q 13e I E O TF '1 S, /OIVAL � A LY±•�JIrfILCh'R P.E RER 50706 JAMB INTERIOR 1.89 MIN.O. % 6 5 4 3 2 p 7 FWD L. 1.59 6 MIN. ANCHOR LOCATION, TYP. O.C. 4 3 - NOTES ON POTENTIAL ANCHOR LOCATIONS:' 2 ti 1. ANCHOR CLUSTER AND QUANTITY INFORMATION FROM TABLE 4, SHEET 14, APPLIES AS THE MINIMUM REQUIREMENT FOR ALL TRACKCONFIGURATIONS, ANCHORS MAYBE STAGGERED WITHIN TRACK SECTIONS EXCEPT THAT THE ASTRAGAL AND INTERLOCK CLUSTERS MUST BE LOCATED IN THE TRACK ON WHICH ASTRAGAL ANDIOR INIRLOCKS ARE POSITIONED WHEN THE DOOR(S) ARE IN THE CLOSED AND LOCKED POSTION. MINIMUM ON -CENTER FOR ANCHORS ARE 1.69' AT HEAD AND SILL AND - ,2���. 0-3DIMENSIONS 1.59' FOR JAMBS. fl 2. EMBEDMENTAND EDGE DISTANCES SHOWN FOR 2 TRACK FRAMES ON SHEET 2 15 ARE ALSO APPLICABLE TO ALL MULTI- JAMB EXTERIORIhK� TRACK SECTIONS 3 4 ruoDuCr4mvimD � �l!—lei Ru—T-o--- o ft C*& =, --al NV41s� �t n R : R R 4 R pqriI111II A p 6 HEAD/SILL EXTERIOR r—� tl HEAD/SILL INTERIOR w11i1fil l. a s R R s R s R R I R %�NpNY NN E ' * N O Noc58 OS fff.. Fx via"K t unaErtasaHEEr somiecHr+aeoorcwrve FRAME, POTENTMANCHORLOCATION$ ST, %�c`'•.�Loxso�.. Fx la L VE 1• FR AW �— +� ALUM. SLID/NGGLASSDOOR NON -IMPACT i T+trtb(y Bettrr U 1Wf3Hf m OWMETMBSMET P0.BUDf f878 Si FL8Q714 AL P.E. FX QBIDtVO4 J,l. OWT/AS 8lduT500 i!4 :e • 16 757 M .u58m