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HomeMy WebLinkAboutSUBMITTED PAPERSDI ATE: J O 1. 2. 3. 4. 5. PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION 2300 Virginia Avenue Fort Pierce, FL 34982 (772) 462-1553 APPLICATION FOR REPLACEMENT OF . WINDOWS, SKYLIGHTS, SWING DOORS; SLIDING GLASS` DOORS & OVERHEAD GARAGE DOORS SCANNED LOCATION/SITE ADDRESS: 2675 Conifer Drive, Fort Pierce, Florida 34951 BY ER: 1334-502-0079-000-4 St Lucie County PARCEL ID NUMB DESCRIPTION OF PROJECTOR WORK ACTIVITY: Replacement of Windows rLxd ak?,E5 TYPE OF STRUCTURE: SFR_X. OWNERS INFORMATION Name: Hedwig M. O' Grady Address: 2675 Conifer Drive City: Fort Pierce State: Florida Zip: 34951-2942 Phone: 772-460-2170 Email: OME OTHER 6. CONTRACTOR'S INFORMATION FL Reg/Cert #: County Cert #: 25750 Business Name: Richard Lea, Inc. Phone Number: 772-215-1363 Email: ricklea@bellsouth-net COMPONENT ID WINDOWS.. ', ., :. PRODUCT DESIGN' -/+ 80 PSF and-70/+60 PSF PRODUCT APPROVAL #. . No.11-1114.18 and No. I1-1013.19 :SKYLIGHTS N/A N/A SLIDING GLASS DOOR -/+ 80 PSF No. 11-1018.190 SWINGDOOR ` N/A N/A 1VIULLIONS' .. Varies No.11-0922.01 OVERHEAD>GARAGE DOOR ,. N/A N/A [] Attach 2 copies of the Product Approval with details to the product being used. 60 VALUE OF CONSTRUCTION: $ , ? FEES DUE: 40.0c) OWNER'S AFFIDAVIT: I certify that all of the information contained in this application is correct that all work will be done in compliance with all applicable laws regulatin*coion and zo ' g.Richard E. Lea PRINT OWNER OR CONTRACTOR/QUALIFIER NAME S CONTRACTOR/QUALIFIER STATE OF FLORIDA COUNTY OF 'SN • 1' O < % 1k. ACKNOWLEDGED BEFORE ME THIS 1 DAY OF Vim_ . 20 �3 BY �,', WHO IS PERSONALLY KNOWN TO ME OR WHO HAS PRODUCED L�00 �-1 S - ' SIGNATURE OF NO 'ARY TYPE OR PRINT NAME OF NOT ; i1'FOF c TITLE: NOTARY PUBLIC COMMLSSION NUMBER L,t o, �� tffi&ENS Notary u tic - State of Florida My Comm. Expires Dec 16, 2016 CommisSHAW EE 858761 Bonded Through National Notary Assn., NOTICE TO OWNER: FAILURE TO RECORD A NOTICE OF CobmNCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF CCMNENCENMNT- 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 FORMNO: 006-05 Revised: 4/10/2012 PDSD JC FILE COPY MIAMFDADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315.2599 NOTICE OF ACCEPTANCE (NOA) www.miamldade.¢oyJVern/ PGT Industries 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and wgulations 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 &locitv_Hurricane Zone. DESCRIPTION: APPROVAL DOCUMENT: Drawing No. 5191-1, titled "Vinyl Single Hung Window, Large Missile Impact", sheets 1 through 11 of 11, dated 08/07/08 with revision C dated 10107/11, prepared by manufacturer, 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 RATINIs:'Large,anpd-SinallI Dick a Zm�ct R�sistan 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 # 08-0820.14 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. 0A No. 01�1013.11 MMMEnADEc NTY Expiration Da e: anuary 08, 2014 Approval Date: December O8, 2011 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 5191-1, titled "Vinyl Single Hung Window, Large Missile Impact", sheets 1 through 11 of 11, dated 08/07/08 with revision C dated 10/07/11, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, F.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)'4liiater Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 S) 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 vinyl fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5710, dated 08/13108, signed and sealed by. Carlos S. Rionda, P.E. (Submitted under previous NOA #08-0820.14) 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, per FBC 24113.2.1, TAS 202-94 along withmarked-up drawings and installation diagram, prepared by Architectural Testing, Inc., Test Report No. ATI-84576.01-401-47, dated 10/31/08, signed and sealed by Joseph A. Reed, P.E. (Submitted under previous NOA ##08-0820.14 For Reference only) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2007 and FBC-2010, dated 11/25/08 and updated on 10/07/11, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM El300-04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). Manuel , P.E. Product Contr Ex miner NOA No. 11-1013.19 Expiration Date: January 08, 2014 Approval Date: December 08, 2011 E-1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 10-0922.09 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite@ PVB, Interlayer" dated 12/24/10, expiring on 12/11111. 2. Notice of Acceptance No. 06-1220.01 issued to Spectus Systems — A Milcron Company for their "White Rigid PVC Exterior Extrusions for Windows and Doors" dated 01/11/07, expiring on 12/26/11. F. STATEMENTS 1. Statement letter of conformance to the FBCK2007 and FBC-2010, dated 10/07/11, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated 10/07/11, signed and sealed by Anthony Lynn Miller, P.E. 3. Laboratory compliance letter for Test Report no. ATI-84576.01-401-47, issued by Architectural Testing, Inc., dated October 31, 2008, signed and sealed by Joseph A. Reed, P.E. (Submitted under NOA# 084820.14 For Reference only) G. OTHER 1. Notice of Acceptance No. 08-0820.14, issued to PGT Industries for their Series "SH- 500 Vinyl" White PVC Single Hung Window-1L.M.I., approved on 01/08/09 and expiring on 01/08/14. iftanu ez, P.E. Product Con of aminer NOA No. 14013.19 Expiration Date: January 08, 2014 Approval Date: December 08, 2011 E-2 GENERAL NOTES: LARGE MISSILE IMPACT SINGLE HUNG BOX FRAME AND INTEGRAL FIN WINDOWS NOADRAWINGTABLE OF CONTENTS SHEET 1. GLAZING OPTIONS: GENERAL NOTES .................................... 1 A. 3/4" LAMI I.G. GLASS COMPRISED OF (1) LITE OF 1i8" TEMPERED OR ANNEALED GLASS, AIRSPACE AND 6116" LAMINATED GLASS WHICH IS COMPRISED ELEVATIONS ............................. .............. 2 OF (2) LITES OF 1/8" ANNEALED GLASS WITH AN .090 INTERLAYER OF DUPONT PVS, GLAZING DETAILS ............ _..................... 3 B. 718" LAMI I.G. GLASS COMPRISED OF (1) LITE OF 1/8- TEMPERED OR ANNEALED GLASS, AIRSPACE AND 5/116" LAMINATED GLASS WHICH IS COMPRISED GLAZING DETAILS ............ _..................... 4 ` OF (2) LITES OF 1/6" ANNEALED GLASS WITH AN .090 INTERLAYER OF DUPONT PVB. SECTIONS, I.F. FRAME ............................ 5 SECTIONS, BOX FRAME ................. ....... 6 2. CONFIGURATIONS:1/1 AND PROVIEW PARTS LIST ..._......................................... 7 EXTRUSIONS ............................................ 6 3. DESIGN PRESSURES:-70/+60 PSF (ALL GLASS TYPES LISTED ABOVE) ANCHORAGE SPACING, BOX FRAME... 9 ANCHORAGE DETAILS, BOX FRAME..„.10 A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 13UM2. ANCHORAGE DETAILS, I.F. FRAME ....... 11 B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 130D-02. C. IF A TEMPERED CAP IS USED MAX. DP IS-50/+50 PSF. ; ••� 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 INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION. SEE SHEETS 9 THROUGH 11 FOR ANCHORAGE DETAILS. 6. SHUTTERS ARE NOT REQUIRED FOR UNITS LESS THAN 3W. 6. REFERENCES: TEST REPORTS FTL-5710. ANSUAF&PA NDS-2001 FOR WOOD CONSTRUCTION = ADM 20DO ALUMINUM DESIGN MANUAL 7. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). PRODUCT REVISED as cuMWy r%wlth ftFlmida 9aildft Cade Acc5pUmca No l -i0/ , Expaatioa /Q II 'Mi"If." .���•y �•Ml SE............... * • Ito y*0 ' LLI _ eae rmvrron ta.apasv. � '• �, COI+ pFl �• Z� DA 11125M A PER MV MI•DADELE77EROATFD 10/911W �'O SIN v. RRwax a om. 1070TECHNOL00YDwvE � � GENERAL NOTES VA 12/law 8 h0CMNG7ETFBSSHEET NOKOMIS,FMD? � ��rOA,, FLOR�O' P.o.egx1ti28 Vin Single Hu Window La a Missile lm acf ''��FSSlONP� JJ 10VJr/11 C D10F8CUPDATR tVOKOMIs,FLs4214 I/lttb* Better ai°""1° o B--t U."I� fb� A. LY�17`i MILDER, P.E. D.a W7108 SHSUa NTH 1 d 11 5191.1 c FL P.E.# 58705 521/8° MAX. 55 3/8" FRAME O.D. 4W FIXED WIDTH DLO 52 IV MAX. 48"FIXED WIDTH DLO 6" SEE SHEET 9 e" MAX 411W O.C. MAX FOR ANCHORAGE MAX. TYP. MAX. TYP. REQUIREMENTS . MAX. I I // 33 31C 33 314" FIXED FIXED / HEIGHT DLO HEIGHT DLO 75" MAX T O �,l 9O Lu 10' 781/4" . S 2 2 MAX. FRAME W O.D. uj // 33 314" 33 314" SASH SASH / HEIGHT DLO HEIGHT DLO X PRODUCT RMSM as aoWlyietgwith Ito Florida Building Cade Accepeaeece N" J• 0 3.19 . . . . . Bxpienti n Datc 14- 8" 2 1/4" MAX45 3/4" SASH WIDTH DLO 45 3/4" SASH WIDTH DLO MAX. mmli D�P-d., TYP. BOX FRAME INTEGRAL FIN MAX. SIZE = 52.125" X 75" MAX. SIZE = 52.125" X 75" �,YNN A41J*Ze NOTE: 58705 1. FOR BOX FRAME SECTIONS SEE SHEET B AND ANCHORAGE INFORMATION SEE SHEETS 9 AND 10. = * : k 2. FOR INTEGRAL FIN FRAME SECTIONS SEE SHEET 5 AND ANCHORAGE INFORMATION SEE SHEET11. _ u Or- D.G. Ift2o08 RSA a PERMIAMI DADELE77ERDA7EV 101/08 ELEVATIONS �� Sop 2� 1070'MCIWOLOGY9er ORIVE ELEVATIONS ,��� �Loa�-P' D.G. 1211M 8 ADDEDIO•MAX.DIMENSIGNTOBOXFROEEI"AT M NOKOMIS.FL 44276 n i "••••• rr 90N7/11 �"c "` No clwNc nirB SHEET P•o• agx ls2o 110 Vinyl Sfn le Hun W ndow La Mlssile Impact � ��FSSI nre�"ey. wr: m Namreis.FLs4rr4 Visibly Buur 9Hbo0 NT3 2 a 11 519l-i x�, A. L1IVtMILLE''f'2, P.E. O.G. 0a07/08 C FL P.E.# 58705 75" MAX. D X NOM rRALL r=1"6""LAMl'G=S OMINAL AL I 3116 LAMII CLASS NOMINAL AL 118" ANNEALED "0 DUPONT 118" TL�MPERED OR PVB INTERLAYER ANNEALED GLASS IV ANNEALED 35 oR 36 39 GLASS E 49 OUTSIDE — Px00aCT REVISM as wmpiyjngwehtnep?arlda I3uitdiug 0ode A 3 xepanwrNa Exphation Dale �Ll. Miam Prodact a � oPrlonrac 4 aPtronlAc . FLANGE FLANGE I�IIIr 314" LAMI I.G. GLAZING DETAIL 314" LAM! I.G. GLAZING DETAIL �.�` ,� iil4m •Ulu, !!,� WITH 5116" L.AMI GLASS AND.118" CAP WITH 5116' LAM GLASS AND 118" CAP �`��°��cEws BOX_ OR INTEGRAL FIN FRAME BOX OR INTEGRAL FIN FRAME M * �yq,5e705 (BOX FRAME SHOWN) (INTEGRAL FIN FRAME SHOWN)Ic 0�: Ar f0 Cali) ' Iu� AO. iztroe A x MMIAmrWADELErrERnAWD MO roe GLAZYNG DETAILS '��O fi OR�oV, oao. e..tanx IM 7ECHNOLOGV DRIVE AG. Ime w 9 NO CHANGE TieS SHEET NDKOMIB. FL 942T6 ! ,,� Y' 1 single Hu Wlndow La Mlsslle fm cf �FS'S1�NP�4 JJ f0�7/M C itOCHANGETMSHEET NOKO�MI�FL3�4271 Vietb(y $ewer anwe am,WAu as A. LY1�tI�lUli iVI';, P.E. D.G. QB/DT/lJ& wav FL41 3 a 1? 599i-1 c FL P.E.# 58705 OPTIONAL FLANGE IN' ANNEALED, 116" TEMPERED OR ANNEALED GLASS 39 40 OUTSIDE OVERALL GLASS NOMINAL I" LAMI GLASS NOMINAL 90 DUPONT VSINTERLAYER 18" ANNEALED ;LASS 31 oR 32 Vr NOM C—SLABS Btm J oprloNAt FLANGE 7/8" LAMI I.G. GLAZING DETAIL WITH 5/16" LAMI GLASS AND 118" CAP BOX OR INTEGRAL FIAT FRAME (BOX FRAME SHOWN) Ra am I= noioniaA fl 3w4 7B" OVERALL GLASS NOMINAL S116" LAMI GLASS NOMINAL IN' ANNEALED GLASS AIRSPACE .09D DUPONT IN' TEMPERED OR PVBINTERLAYER ANNEALED GLASS 118" ANNEALED GLASS 31 OR 32 39 . ur NOM rGLASS SITE 40 OUT3lDF ICEVIS6D g:Aft the wffIde, a ami Prof . 7/8" LAMI .I.G. GLAZING DETAIL IIIIII �ri�c ��•,, WITH 5/16" LAMI GLASS AND 118" CAP BOX OR INTEGRAL FIN FRAME 66705 (INTEGRAL FIN FRAME SHOWN) ,p STAStiOP ; 12[` 'D.P ' •. FLOR�OP' `jam �` GLAZING DETAILS y Vinyl Single Nu Window, t e Missile impact A. LYM III ILLP 4 P.E. �..�... w..�yne nw ' a SHOD I!tIM 4 4 11 5991-1 C I FLP.E.#58705 HORIZONTAL SECTION (INTEGRAL FIN) HOT WELD CORNER ASSEMBLY (INTEGRAL FIN) OP71ONAL FLANGE — WINDOW VERTICAL SECTION (INTEGRAL FIN) PER MMM1.=ELEnER DATED 10MM8 1070 TECHNOLOGY DRIVE NO CHANGE 7198 SHEET NOKOMIS• FL 34276 _ . 1629 PA NO CHANGE THIS SHEET NOKOMIs R a427a Visibly ae�erar SECTIONS, INTEGRAL FIN FRAME VAV VIM Sinale Hung Window, Lame Missile SH500 I NTS 1 5 d 11 1 5191-1 PRODUCT' REVISED as complyhigavith the Florida 9uldf0g Code AcccptoncoNo f9 Expiration mw 13y Nliam' Dada Product ,�lllllffl * ' No. 58705 ' �• I o to II 0 '• STATE OF ��F •.FlOR1Dp.•''G\��• Sr0NALiiE�. A. LYNUMIL.LEIt�c, P.E. 10107111 DAYLIGHT OPENING 40 41 OUTSIDE 1.848 MAX DAYUGI D' OPENING FIX T1fP. WINDOWWIDTH HORIZONTAL SECTION (BOX FRAME) A HOT WELD CORNER ASSEMBLY (BOX FRAME) DRIVE OPTIONAL FLANGE — OPTIONAL FLANGE WINDOW VERTICAL SECTION (BOX FRAME) P.O. eqx IBM NOKOMA K SW4 Vbibly Batter PECT/ONS, BOX FRAME 9n I Sin le Hung Window Lame Missile 6.2%*b ao.M oM.e v SH500 Half B d 1 a 5191-1 PRODUCTRMSM as complyingwim the Florida &dld ft Codo Acc@ptancallo 4+ Bx •rationD.,.y By Productn Iltlllll/ 7k No. 58705 ;� • �- n /till/ ;0,� . STA E OF (4� A. LYN(�IMIi��E�t, P.E. FL REA 58706 ITEM DWG NO. 1 PART 9 DESCRIPTION 1 9521 1 65163 INTEaPAL FIN FRAME HEAD & JAMB 2 9371 1 69871 BOX FRAME HEAD & JAMB 3 9520 1 65184 INTEGRAL nN FRAME SILL 4 9370 1 69370 BOXFRAMESILL 5 7940 85102 FIXEDMEEIINGRAL 8 7126.1 65103 NFETM RAL RENFORCUIENT 7 7942 66109 SASH STOP 8 8873 65117 SALANCECOVERS 9 7092 65105 SASH WTERLOCK 10 61644W WSTP...187X.270FINSFAL 11 70R21 65114 SASH REIdFORCENfA1TT 12 7093 55103 SASHSIDERAL 13 7745 65113 SASH LIFT RAIL 14 1869 71669SP UR SWFORT PLATE 15 15B110 71M TLTBALANCEESHOES 1B 1B88 7FFHPSSPF FNOTBARS 17 76208SLAW CAMSWEE?LOCK 18 76133SLKW CAM SWEEP LOCK KEEPcR 19 79803WF WFEPHOLECOVER 20 7e75RHTL RHTLTLATCH 21 79751-HrL LHTLTLATCH 22 716698P ALUM SCREW SUPPORT PLATE 23 71038W MSTALL HOLE PLUG 24 71684K SETTNO BLOCK 25 718MAK SETTNGBLOCK - SELF ADHESIVE 28 76X1 FPPM e X 1" FH TECIi (410 SS PAtSI®) 27 7612FPIVl9C 6X1/2"FH(41OSSFAKW) 28 76XZTPA41 OX e X 2" TH V INYL SCFWN SS 29 78X114FPAB410X #8 X 1 'Ife 30 8X1FPAX 1#8 X I - ITEM 5, FIXED MEETING RAIL MAIL: White Ridged PVC by MIKRON Industries, Inc. DWG NO.7940 cH"GETM ITEM DWG NO. 1 PART 6 DESCRIPTION 7W LAM I.G. GLASS:118" TEMPERED OUTBOARD - 31 AIRSPACE- VB' ANNEALED- .09D PVB INTFRLAYER- 11W ANKFALED (61ffLAW 7/B" LAM LG. GLASS:10 ANNEALED OUTBOARD - 32 AIRSPACE-118" ANNEALED- .090 PVB WMAYE R- 1/8" ANNEALED (6/18" LAM) 33 34 3W LAM I.G. GLASS', 1/8" TEMPER® OUTBOARD - 35 ARSPACEE-118" ANNEALED- .09D WB PnERLAYER- IIS'ANNEALED (5116° LAND 3/4' N GLAB :118"ANNEALEDOUTBOARD- 36 AIRSPACE- 118" ANNEALED- .090 PJB INTERLAYER- 1/8" ANNEALED (6110' LAW 37 38 39 IsLicoNEDOW1199 40 6492 65112 ICLAZING BEAD 41 8483 65148 ISDI. GLAZING BEAD ITEM 6, FIXED MTG. RAIL REINF. MAT'L: Alum. (8063-T6) DWG NO.7126.1 TOALUAI. 0 TECHNOLOGY DRIVE NOKOMI% FL 34M P.O. BQX 1629 NOKOHIIB, FL 342T4 ITEM 9, SASH INTERLOCK MAT'L: White Ridged PVC by MIKRON Industries, Inc. DWG NO.7092 80 .215 0 '035=EM 409 I.G. BEAD MAT'L: White Ridged PVC by MIKRON Industries, Inc. DWG NO.6492 82$ 272 =f ITEM 41, SQL BEAD MAIL: White Ridged PVC by MIKRON Industries, Inc. DWG NO.8483 ITEM 11, SASH REINFORCEMENT MAT'L: Alum. (6063 T6) DWG NO.7092.1 'ARTS LIST AND EXTRUSIONS 9n Sin le Hung Window. Large Missile a"..tonr. SHM00 ' NTS 7 • 11 6191-1 PRODUCT RBVI$ED 69 wnipiyiag,wft the rawde. 11111J wl LYNN \� �CENSF' * ' NO.58705 x TA�10. "t,/ONAI. IF oIN`. A. LYM s4tILL� , P.E. ITEM 2, ITEM 3, INTEGRAL FIN SILL BOX FRAME HEADMAMB OP77ONAL MAT'L: White Ridged PVC by MIKRON Industries, Inc. MAT'L: White Ridged PVC FLANGE OPT101YAL DWG NO. by MIKRON Industries, Inc. DWG NO.9288 FLANGE ITEM 1, INTEGRAL FIN HEADMAMB MAT'L: White Ridged PVC by MIKRON Industries, Inc. DWG NO.9287 PER ITEM 12 SASH SIDE RAIL MAT'L: White Ridged PVC by MIKRON Industries, Inc. DWG NO.7093 BOX FRAME SILL MAT'L: White Ridged PVC by MIKRON Industries, Inc. DWG NO.9285 ITEM 13, SASH LIFT RAIL MAT'L: White -Ridged PVC by MIKRON Industries, Inc. DWG NO.7745 0TECHNOLOGY IMV NOKOMIS.FL3CZ76 •••••••• Hung n Mndow, ta Missie P�9Ns Li�l OOoLU274 VblIyBww Hsf , d 11 5191-1 MODUCT RsvuYww »s complyI*,%vlfi lbo Mdda Building Code naceptattoe No / - Expimtion Data BMiam( edial?.d.aC F , °• No.58105 „o' i o)l0 1l W SIP, 0 R`�P, ,,ems •...... •��; I,,SIO.NA�� A. LYNIW Ahrl'Liz, P.E. FL P.E.# 58705 r. it ©�0�00000000��0 �0 Example: 52.125 x 75 For III Window s 3 .4." Anchors required in the head 3 4 Anchors required below the MTR Anchors required above the MTR Example: 52.125 x 62.500 For View Window s 3 Head"* 3 4 EkSash* Fixed" NOTE FORVIEW WINDOWS USEVIEW FIXED WNDOW HEIGHT FOR ANCHOR QUANTI[ Y IN HEAD AND ABOVE THE MTR, AND USE THE VIEW SASH WINDOW HEIGHT FORANCHOR QUANTITY BELOW 111E MTR. MAXIMUM HEIGHT FOR VIEW WINDOW IS 621/2". NOTE: FOR VIEW WINDOW THE LARGEST CAN NOT EXCEED THE TESTED SIZE. I dr 11=111 1 C I NO CHANGE THISSHEEr I '0 TECHNOLOGY DRIVE FN NOKOMIS,FL$4275 � P.O. BQX 1525 NOKOMI%FL SW4 Visibly BeCur ANCHORAGE NOTES FOR BOX FRAME: 1. ANCHOR TYPES: 1- 3116" ULTRACONS 2 - #10 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING DIMENSIONS. HEAD- 6" MAX. FROM TOP CORNERS JAMBS - 9" MAX. FROM TOP CORNERS" ("NOT TO EXCEDE 1/4 OF TOTAL WINDOW HEIGHT) 6" MAX. FROM BOTTOM CORNERS 4" MIN. BELOW MTG. RAIL SILL -ANCHORS NOT REQUIRED 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2. 4. ANCHORAGE SHOWN FOR BOX FRAME WITH OR WITHOUT OPTIONAL FLANGE. 5. FOR INTEGRAL NAIL FIN FRAME ANCHORAGE, SEE SHEET 11, 1/1 WINDOW 52 va" VIEW WINDOW �--- 52118" -- 62 ANCHORAGE SPACING VlnylSlngle Hung Window, La a MissHe SW00 NTS 9 • 11 1 5191-1 "RODUCr REVISED iscomplyi*g WththoNlorido Bidlding Code Acceptance No .3 Ex h ion Date 14- By Miami adePtodoctC ko XIPN� LYNN 41444��,,�. xGENSW * ' No. 58705 to ''SS/ONAL ' ��• A. LY�IN�' lL1'�, P.E. FL P.E.#58705 AIN. 2x WOOD BUCK (SEE NOTE 3) OPTIONAL FLANGE SCREW .IAMB W/ BOX FRAME THROUGH FRAME INTO 2x WOOD L I �'aral t HEAD W/ BOX FRAME THROUGH FRAME INTO 2x WOOD 1x WOOD BUCK (SEE NOTE 3) 4 W,MIN, * r. °'�+.' ��'• :'_ 3.6 KSI MIN. CONCRETS:/ ' i'y' Vie•' +" �i j 1 3/B+MIN. 1 !k" MAX. SHIM 1+- OR 1.5 KSI MIN: CMU II f i :5 •4 MAX, ,! a SHIM 3AW ULTRACON 7�e11. �sr; oTBU y K 31W ULTRACON J ` OPTIONAL FLANGE JAMB W/ BOX FRAME HEAD W/ BOX FRAME THROUGH FRAME INTO CONCRETE THROUGH FRAME INTO CONCRETE Ix BUCK OPTIONAL 1x BUCK OPTIONAL NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI-DARE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED 3116" ULTRACON, EMBEDED 1 319' MIN., DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1" ilA1NIMUM. 2. FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY, USE #10 STEEL SCREW, E&IBEiDED 1 318" MIN.. 8. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1112". 1x WOOD BUCKS ARE OP71ONAL 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. 4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6M3 S5 AND A MINIMUM OF 118" 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 #40 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ULTRACONS MAY BE USED. 'O TECHNOLOGY t 14M AI iiCiNORAGE DEMAILS - BOX FRAME No (s FLeaaTs Km !Si le Hu Window, La a Missile JoP.Q. tdgX 7629 a..■�u,us aow� en.a �,� wl Fi, FL 3074 visibb Bens 3 am NTS 10 ' 11 5191-1 moDUCt' REVISED. as camPlrlr%"r ftFIwldw Dultdiiiq Code 6co No I1x 'tatloulhrie l4 tvi ttda i %%Itl(I LYNN �� _c1�. ' aGENSF'••�.p �i. * No.58705 NAEOF t(/ A. LA WL'k`R. P.E. 11, ' MAX• SHIM —I I — OPTIONAL FLANGE 2x WOOD BUCK (SEE NOTE 2) 1!8" DIA, x 1 112' NAIL. 6' MAX CORNER & 41r OPTIONAL FLANGE 118"DIA. x 1 tit" NAIL, 2114" MAX. FROM CORNER & A 1/8" O.C.. JAMB W/ NAIL FIN THRU NAIL FIN INTO WOOD FRAMING 2x WOOD BUCK agaffim NOTE 2) 1!MAX. HIM OPTIONAL FLANGE hIM � 11W DIA. x'1 1/2' NAIL, W MAX. FROM CORNER & 4116" O.C.. 2x WOOD BUCK (SEE NOTE 2) HEAD W/ NAIL FIN SILL W/ NAIL FIN THRU NAIL FIN INTO WOOD FRAMING THRU NAIL FIN INTO WOOD FRAMING NOTES: 1. FOR INTEGRAL FIN APPLICATIONS IN MIAMI-DARE COUNTY, USE 11B" DIA. x 1 1/2" NAIL. 2. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 11/2'. 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 V2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BYAUTHORITY HAVING JURISDICTION. 3. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6C63-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 #10 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ULTRACONS MAYBE USED. PER NAMFDADELETlER DATED '0 TECNNOLOOY DRIVE NOKCMIS, FL1Y DR lA4c _�— Wn 1 Sfn le yung Window P,O. 9QX 16" � ewla soot NO 004- FL &Q74 Visibly Batter 8HA0 NTS i t • 11 ^.ODUCT REVISED s covoyfi%wit6 the Florida 13W1dhig todd . Amptanco No f -0S. .Fsx i�alia, D�1e r5h ay Mi ado Product tlllrlr `\\\0",gi LYNN V%CEMsF' * ' No. 55705 C ' STATE O� ![/: Fin Frame ;'°fi' .. �coR►a? . • ' �C�;� MISSI16 1Mp8Gf S,/IZONAL,��'"� iRw A. LYNW MILLiR, P.E. 5191-1 C FL P.E.# 58706 4. MIAM11.ODE FILE COPY MIAMI-DADE COUNTY ® PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805'SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.$ov/neral 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. DESCRiipno :iS areas "570 7r7d0/2570" Viinfyl�Slidi g Glass Dnor (Reinforced -L.M.L APPROVAL DOCUMENT: Drawing No. MD-SGD570-01 Rev A, titled "Vinyl SGD", sheets I through 13 of 13, prepared by manufacturer, dated 11/18/10 and last revised on 10/11/11, signed and sealed by Anthony L. 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 RATiNGMe $ndt�ltissile Imnact Resin au Limitation: 1. See table 2 (sheet 8) and table 3 .(sheet 9) of this approved drawing set for applicable SGD unit sizes, design pressures, reinforcements, glass types, sill riser and anchors requirements. 2. Rigid White PVC to be labeled per referenced NOA requirement. 3. Egress operable doors must comply with min clear width per FBC, as applicable. 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 fled and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising -or any other purposes shall automatically terminate this NOR. 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 # 11-0107.04 and consists of this page I and evidence pages E-1 & E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. MIAMFDWDE COUNTY NOVA Na 11i101`8.19 Expiration Date: April 14, 2016 Approval Date: December 08, 2011 Page I PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (transferred from file # 11-0107.04). 2. Drawing No. NW-SGD570-01 Rev A, "titled "Vinyl SGD", sheets 1 through 13 of 13, prepared by manufacturer, dated 11/18/10 and last revised on 10/11/l 1, signed and sealed by Lynn Miner, P.E. B. TESTS (transferred from file # 11-0107.04) 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 vinyl sliding glass door, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 6638 (samples A-1 thru A-22), dated 11/19/10, signed and sealed by Jorge A. Causo, P. E. (The above test report has an addendum letter dated 3-11-11, issued by FTL, signed and sealed :by Marlin D. Brinson, P.E. (reviewing Engineer). 2 Additional test report No. FTL 6637 (samples A-1 thru A-5) per TAS 202-94, issued by Fenestration Testing Lab, 'Inc., dated 12/06/10, signed and sealed by Jorge A. Causo, 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. Anchor verification calculations and structural analysis, complying with FBC-2007, prepared by PGT, dated 02/16/11 and last revised on 3-11-11, signed and sealed by Anthony L. Miller, P.E. (transferred from file # 11-0107.04) 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.10-0420.06 issued to Vision Extrusion Ltd for their "White Rigid PVC", expiring on 09/30/14. 2.. Test reports No(s). 10-002-792(A), 10-006-10231, 535753-09, per ASTME-84, ASTMD1929 and ASTMD-635, issued by EXOVA to Vision Extrusion for cellulosic composite material. lc,Grt� . L L,.�K Ishah 1. Chanda, P.E. Product Control Examiner IKOA No 11-1018.19 Expiration Date: April 14, 2016 Approval Date: December 08, 2011 E-1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS {continue): 3. Notice of Acceptance No. 07-1116.04 issued to E.Y. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass ® Plus", expiring on 01/14/12. 4. Notice of Acceptance No.10-0922.09 issued to E.I. DuPont DeNemours for "Butacite PVB Interlayer", expiring on 12-11-2011 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. 2. Letter of lab compliance, part of the above test reports. G. OTHER 1. This NOA revises # 11-0107.04, expiring April 14, 2016. 2. PGT email dated 11/23/11 by Lynn Miller, P.E. confirming extent of revision. 3. Test proposal # 10-0767, dated 08/25/10 approved by BCCO. 4. Test verification calculation dated 07/30/10, prepared by PGT, Anthony L. Miller, P.E. Ishaq I. Chanda, P.E. Product Control Examiner NOA No 11-1018.19 Expiration Date: April 14, 2016 Approval Date: December 08, 2011 E-2 GENERAL NOTES: SERIES 570 2770 & 2870 LARGE MISSILE IMPACT -RESISTANT, VINYL REINFORCED SLIDING GLASS DOOR 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. ALL RIGID WHITE PVC AND COMPOSITE REINFORCEMENT MANUFACTURED BY VISION EXTRUSIONS, LTD. HAS BEEN TESTED TO COMPLY WITH THE FLORIDA BUILDING CODE FOR PLASTICS. 2) GLAZING TYPE OPTIONS: (FROM EXTERIOR TO INTERIOR); T=TEMPERED, HS=HEAT STRENGTHED, AN -ANNEALED, SG=.090 DUPONT SENTRYGLAS (FORMERLY KNOWN AS SENTRYGLASO PLUS). PVB=.09D" DUPONT BUTACTTE'PVB: GLASS TYPE A: 3/1W HS GLASS + .090" SG INTERLAYER + 3/16' HS GLASS + 7116" AIR SPACE + 3116" T CAP GLASS TYPE B: 3/16" HS GLASS + .090" PVB INTERLAYER + 3/16" AN GLASS + 7/16' AIR SPACE + 3116• T CAP GLASS TYPE C; 3116" HS GLASS +.090" PVB INTERLAYER + 3/16- AN GLASS + 9/16" AIR SPACE WITH HEAT -MIRROR FILM+ 3116' T CAP APPROVED BACKBEDDINGS ARE GE 7700 AND DOW-CORNING 995, 3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY THE FOLLOWING MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS: 1/4" ELCO ULTRACON OR 1/4" ELCO CRETEFLEX. SEE TABLE 1, SHEET6 FOR DETAILS. 4) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 1, SHEET 6. ALL WOOD BUCKS LESS THAN 1.112' THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 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) IF SILL IS TIGHT TO SUBSTRATE, GROUT IS NOT REQUIRED. IF USED, NON -SHRINK, NON-METALLIC GROUT, 3400 PSI MIN., (DONE BY OTHERS) (MAX 1/4- 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, COMPLYING WITH FBC. 6) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE THE EMBEDMENTS SHOWN ON TABLE 1, SHEET 6. PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 7) 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. 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33113% 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) SHUTTERS ARE NOT REQUIRED. 10) SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER THE FLORIDA BUILDING CODE AND: A. MAXIMUM (8) EIGHT PANEL CONFIGURATION FOR FRAME HEIGHTS UP TO W. B. MAXIMUM (4) FOUR PANEL CONFIGURATION FOR FRAME HEIGHTS OVER 96" AND UP TO 1207. 11) REFERENCES: TEST REPORTS FTL-M7 & 6338; EXOVA-10-002-792(A) & 10.006-10231; CAMBRIDGE 635763.09; ELCO ULTRACON NOA #D7-0425.01; ELCO CRETEFLEX NOA#03-0225.05; VISION EXTRUSIONS, LTD. WHITE PVC NOA #10-0420.06; ANSI/AF&PA NDS-2005 FOR WOOD CONSTRUCTION AND ADM-2005 ALUMINUM DESIGN MANUAL INSTRUCTIONS: 1) KNOWING THE REQUIRED DESIGN PRESSURE OF THE OPENING, THE ANCHOR REQUIREMENTS FOR THE SLIDING GLASS DOORS MAY BE DETERMINED FROM THE DESIGN PRESSURE TABLES. FOR GLASS TYPES B OR C. USE TABLE 4, SHEET 9. FOR GLASS TYPE A, USE TABLE 3, SHEET 9 IF THE REQUIRED DESIGN PRESSURE IS ABOVE 80 PSF, OTHERWISE USE TABLE 2, SHEET 8. 2) LOCATE THE SLIDING GLASS DOOR SIZE ON THE TABLE, USING THE FRAME HEIGHT AND THE NOMINAL PANEL WIDTH. WHEN FINDING YOUR SIZE IN THE TABLE, ALWAYS ROUND UP TO THE NEXT LISTED SIZE. 3) CHOSE WHICH ANCHOR OPTION (A-D) IS MOST APPLICABLE. ANCHORS ARE DEFINED IN TABLE 1, SHEET 5, ALONG WITH THE APPROPRIATE SUBSTRATE, MINIMUM EMBEDMENT AND MINIMUM EDGE DISTANCE. 4) FROM THE DESIGN PRESSURE TABLES (TABLES 2-4. SHEETS 8 & 9), VERIFY THAT THE REQUIRED DESIGN PRESSURE 1S MET OR EXCEEDED. USE THE ANCHOR QUANTITIES SHOWN. 5) INSTALL AS PER THE INSTRUCTIONS AND DETAILS ON SHEETS 2-7. 6) ADDITIONAL INSTALLATION CLIPS MUST BE INSTALLED AS SHOWN ON SHEET 7. DESIGN PRESSURE RATING IMPACT RATING VARIES, SEE SHEETS 8 & 9 LARGE & SMALL MISSILE IMPACT 1.1116' NOM. 1-1/18' NOM. 711V AIRSPACE 7116' AIRSPACE 3116' HS GLASS 3116'M1 GLASS 311vIn GLASS 311H' HS GLASS DUPONT.090,4EXT. INT.► DUPONT.4EXT. IN7.► SENTRYGLASO .0W PVB 7116, 311T T GLASS 7116' 3t18' T GIASS NOM NOM 6 7�' Q 7AY Q Il 7 79 Gus. O olass II INSULATED GLASS INSULATED GLASS 1-XIS' NOM. 011VAIRSPACE 3116• AN GLASS 3116' HS GLASS EAT -MIRROR FILM NEXT j INT.► DUPONT .0B0'PVB I 3116'TGLASS 7N8' 1111111 N.1 LYNIY 41r ,�a0''••CEN • ' CIF 'i * N0.58705 -� ! fill; QD f070N . LOR10?;.•GECIWOLOGYDRWE \?� �FL9GZ7 A 'w Ir10.l.EH. P.E. 34274 CERT. OFAU71Ld _ P945B705 NOA DRAWING MAP SHEET GENERAL NOTES .......... 1 GLAZING OETAILS.........1 ELEVATIONS .................. 2-4 HORIZ. SECTIONS ......... 5 VERT. SECTIONS ........... 6 ACCESSORIES...............7 DESIGN PRESSURES...." EXTRUSIONS.................:10 PARTS LIST....................11 CONFIGURATIONS ........12 - PANEL TYPES................13 GLASS TYPE "C" ' PVB LAMINATE, INSULATED WITH HEAT -MIRROR FILM rm"ucPLaa vww GLASS an/*b awa 3b4& ftmftcsa1aa t1-lol •t`l R�trrrr /d Rr&WBr. DOW r:.VN= J.J. 10/11/11 FBC 2010 CODE '+ ` RoWadW. Late AV.yb,; GENERAL NOTES & GLASS TYPES J ROSOWSKI VINYL SGD INSTALLATION GUIDELINES 11/18/10 5701277012870 I NTS 11 OF 13 I MD-SGD570-01 I A 2-TRACK CONFIGURATIONS I� 8' MAX MAX ANCHOR ANCHOR LOCATIONSLOCATIONS FOR OETAILA LOCATIONS FOR NEXT. BYPASS ®EXr. POCKET CONDITIONS. CONDITIONS. 21.8' ANCHORS INTO MAX. 12' MAX. O.C. P4400K. O.C. ul APPROX. (', NOWMIJOMRAL (HEAD 8. SILL) 1 ® ® 1 ANCHOR LCENTEROFABLE 1 ANCHOR ®CENTER LOF E DETAIL {I.7 EACH PANEL SEE TABLES nETA0. G1 EACH PANEL SEE TABLES .,. ON SHEETS 869. EXT♦ ON SHEETS 8&B. 3210' MIN.O.C. 2 ANCHORS 0 CENTEROF 2 ANCHORS @J CENTER OF DETAIL EACH PANEL SEE TABLES ON EACH PANEL SEE TABLES 'SHEETS 889.ONSHEETSB39. EXT.V 4' MIN. O.C. 4' MIN. O.C. 3219• MIN. 3 CLUSTER OF 3 CLUSTER OF 3 ANCHORS 0 MUE ANCHORS G STILE OETA0. 1 INTERSECTIONS. [BTAd 1M INTERSECTIONS. SEE My SEETABLESON TABLES ON SHEETSB89. SHEETS 888. EXT.VIN. O.C. 4' MIN. D.C. 4' MIN. O.G FO.C. CLUSTEROFS CLUSTEROF5ANCHORS ANCHORS G STILE GSTILEINTERSECTIONS. 2.37INTERSECTIONS. SEE TABLES ON SHEETS SEETABLESON SHEETS 889. EXT.T3219' MIN. 4' M84. O.C. S' MAX. 8' MAX ATEND OF O END OF TACHED JAMB ATTACHED JAMB 1 ANCHOR OETALL D 1 ANCHOR® OEfAK F SILL ENDS. MET HEAD ENDS. EXT.� NO •SEE TABLE I, SHEET B FOR ANCHOR EDGE DISTANCE AND EMBEDMENT. WEEPHOLE PATTERN @ W O.C. WEEPHOLE PATTERN Q SILL ENDS BY OTHERS (UNDER SEPARATE APPROVAL) 8' MAX, (HEADA SILL) JL A OETAtL B7 OETA>L tv O AIL D DAYLIGHT OPENING (DLO) FORMULAS iH THIB M. SSFI WIDTH: PANEL WIDTH -3.5' HEIGHT: PANEL HEIGHT -52' - PANEL WIDTH --�•) �•+— DLO ---"� DAYLIGHT OPENNG WIDTH DAYLIGHOETAR4 / OPENING SHEET 6 OPENING HEIGHT OETA� OR'a 6 x• o' x• PANEL TYPE PANEL TYPE OETAL AR 2 SHEET SHEET a a DETAIL 3 IF F E GKr OLD sHFET 4P�VE ETAIL 5 / SHEET INTERLOCK SHOWN 11 PANEL ®IJFA� I 8'MAY— (HEAD & SILL) 03#1 ANCHOR CONFIGURATION SHOWN: (SEE APPLICABLEOP TABLES 2, 3 OR 4) • No, 55705 ty� POD .STAORI Q:'�C==� E 11111111111\ A. LYNNMILLER PE. P.E9 58705 HIS DETAIL —j H2 CS'2 ANCHOR CONFIGURATION SHOWN; (SEE APPLICABLE DP TABLES 2.3 OR 4) NOTES: 1) FOR CONFIGURATIONS, SEE SHEET 12. 2) FORANCHOR EDGE DISTANCE AND EMBEDMENT, SEE TABLE 1 MEET B. 3) DAYLIGHT OPENING (DLO) FORMULAS: WIDTH: PANEL WIDTH - 3.5' HEIGHT: PANEL HEIGHT -52' rMaKwauvam :001.1>wwro.rbda tNed B7' Da f: IW.b Rar �m.�. Ib J.J. 10/11/11 FBC 2010 CODE e� kftdW. I Deb: I Ravww ANCHOR LOCATIONS (2 TRACKS) I J ROSOWSKI 1070TEWNMOGYDRNB TNe: Ceh N MWM FE 3W5 VINYL SGD INSTALLATION GUIDELINES 11/18/10 P.O. BOX Ib28 NOK0MI3,R3M4 S1mM: 8h� lL.NlnyNa Rw.. CEW..OFAMMMM 570/277012870 NTS 2 OF 13 MD-SGD570-01 A 3-TRACK CONFIGURATIONS 8' MAX. oETALL A - ANCHOR LOCATIONS FOR NEXT. POCKET CONDITIONS. ANCHORSINTO 12' MAX.O.O. P-HOOK 1 ANCHOR CENTER OF EACH Tal PANEL SEE TABLES EXTy, ON SHEETS 1&9. 2 ANCHORS 9ETAIL W-463jS' CENTER OF EACH . PANEL SEE TABLES EXT.ON SHEETS 889. 3219' MIN. O.C. " CLUSTER OF3 oETAa 1 ANCHORS ® STILE INTERSECTIONS. EXTV SEETABLESON SHEETS 8 A 9. 4' MIN. O.C. 4'MIN.O.C. CL.USTEROFS ANCHORS 4.75' STILE O.C. INTERSECTIONS. SEE TABLES ON EXT.w SHEETS 86 8. i AR � 3219' MIN. O.C. 8' MAX. (TO ENO OF ATTACHED JAMB DETAIL - 1 ANCHOR EXT.r - HEAD ENDS. NOTES: 1) FOR CONFIGURATIONS, SEE SHEET 12. 2) FOR ANCHOR EWE DISTANCE AND EMBEDMENT, SEE TABLE 1 SHEET 8. 3) DAYLIGHT OPENING (DLO) FORMULAS: WIOTH:PANEL WIDTH-3r HEIGHT: PANEL HEIGHT • 5.2' -APPROX. W. NONSTRUCTURAL ♦•.--• (HEAD 6 SILL) I G' MAX. OETAIL ANCHOR QEX7. LOCATIONS FOR BYPASS CONDITIONS. 21.8" MAX. O.C. POCKET 1ANCHOR@ CENTER OF EACH BY DETAIL G © PANEL SEE TABLES OTHERS ON SHEETS 8A 9. (UNDER 4' MIN.O&EACH SEPARATE APPROVAL) ANCHORS- CENTEROF OETAIL G2 PANEL SEE TABLES / FX.VN SHEETS 969. 4' MIN. D.C. CLUSTEROF3 ----' w OETA0. H1 ANCHORS ® STILE (HEAD 6 SILL) INTERSECTIONS. SEE EXTv TABLES ON SHEETS 8 6 9. R3219' MIN.O.C. 4" MIN"3..211r. DETAIL H2 CLUSTER OF 5 ANCHORS STILE INTERSECTIONS. 2.375' TYP.0 SEE TABLES ON SHEETS EXT.TMIN. 96B. O.C. S' MAX. (TO END OF ATTACHED JAMB DETAIL 1 ANCHOR SILL ENDS. EXTY(g DAYLIGHT OPENING WIDTH • DETAIL SHEET W OR'O' x x OR XY PANELTYPE PANELTYPE PANEL TYF 0 � ASTRAGAL INTERLOCK SHOWN 6HOWN DETAIL 5 DAYLIGHT OPENING • me HEIGHT ¢OF C5+1 ANCHOR CONFIGURATION C3+2 ANCHOR CONFIGUI SHOWN;(SEE APPLICABLE OP SHOWN:. (SEE APPLICAB TABLES 2, 3 OR 4) TABLES 2, 3 0R4) vvccrnHr_crm Icicry twZ'+ .- Lu� dl• � o [I � � W - �i�Q�;•. FLOTLI�•'��-1� PJc.HF5G795 VYEF�HULE PATTERN 0 SILL ENDS FJVWBy. Rev J.J. 10111 /11 IFBC2010 - i G' MAX. (® HEAD 6 BILL) I T MAX. IT�� (HEAD 6 SILL) !'UD➢DOI' favum m appohl -ma a rosaft wAldba owe Awopmm -JI=I t% 84••�t 0�6s ANCHOR LOCATIONS (3 TRACKS) I J ROSOWSKI 1t VENICe O2'S VINYL SGD :INSTALLATION GUIDELINES 1111/18/10 P,O. BOx 1529 NOKCWF FL31274 Rar ,,, �,,, 570%277012870 NTS 3 OF 13 M SGD570-01 A APPRO)LW. NONSTRUCTURAL {�— (HEAD BSILL) 11 6' S'MAX MAX. DETAa ANCHOR DETAa ANCHOR LOCH ONSFOR LOCATIONS FOR 4EXT. BYPASS NEXT. POCKET CONDITIONS. " CONDITIONS. 215' • ANCHORS INTO MAX 12' MAX. O.C. P-HOOK O.C. / DETAIL 1 1ANCHOR 0 1 ANCHOR ® CENTER OF EXTCENTER OF EACH DE7A0. B EACH PANEL SEE •� PANEL SEE TABLES EXT!/ TABLES ON SHEETS 86 9. ON SHEETS 8 6 & _ 2 ANCHORS CENTER OF W MIN. O.C. &46.76. SEETABLES as*1217MIN.O.C. EACH PANEL SEE TABLES ON SHEETSONSHEETS889. EXT.TB89. 3219, MIN. O.C. �� CLUSTEROF3 ANCHORS O STILE CLUSTER OF 3 E7CT� INTERSECTION& ANCHORS ®STILE SEETABLES ON INIERSECT(ONS.SEE SHEETS 8 & 9. DETAa H1 TABLES ON SHEETS 8 & 9. EXT.y 4' MIN. O.C. 4' MN. O.C. 3219' MIN. O.C. , 4' MIN. O.C. CLUFS D(3Aa 2 ANCHORSTEROS ® STILE 4.76' INTERSECTIONS. CLUSTER OF 5 O.C:V.S, SEETABLESON 2.375'TYP. ANCHORS @ S11LE SHEETS 8 69. INTERSECTIONS. SEE TABLES ON DETAIL 2 ExT� SHEETS B 8 9. EXT.'IMIN. O.C. 3219• MIN. O.C. W MAX W MAX. (TO END OF (TO END OF ATTACHED JAMB ATTACHED JAMB DETA9. f 1 ANCHOR DETAI. D 1 ANCHOR [ EXTV SILLENDS. HEAD ENDS. Exrx NOTES: 1)FORCONFIGURATIONS, SEESHEET 12. 2) FORANCHOR EDGE OISTANCE AND EMSEDMENT,'SEE TABLE 1 SHEET & 3) DAYLIGHT OPENING (DLO) FORMULAS: YVIOTH: PANEL WIDTH -3S' HEIGHT: PANEL HEIGHT- 52' BY OTHERS (UNDER SEPARATE APPROVAL) DAYLIGHT OPENING WIDTH / / DETaa 4 x OR'O' x x x OR'O PANELTYPE PANELTYPE PANEL TYPE PANELTYPE � DETaa 1 EruL EfA1L SHEET SFB:ET SHi}7 5 DO INTERLOCK ASIRA9AL It+ aluxX SHI SHOWN SHOWN SHOWN DAYLIGHT DEr IL / OPENING HEIGHT �OF �OF S'M AX P PANEL (® HEAD 8 SILL) V MAX, (HEAD&SILL) I~ oEwL G oETA t C5+1 ANCHOR CONFIGUF SHOWN: (SEEAPPLICAS TABLES 2.3 OR 41 WEEP{1y1L rA I I LKN LQ 24- U.G. LASE it : ND 5s. * a5 w it Luz Iz �0�•.., FLO ..•• � FSs1014 ZL,4hkIIB:L tkl1 = 6' MAX, (HEAD 6 SH4 SHOWN: (SEE APPLICABLE DP TABLES 2, 3 OR 4) rugmucr mVIIAND ,o ff Wft lk FYA9a W=Ft10Lt 1-AI I hKN (al SILL ENO5 " ---- 0 MIME Icoill 1D70TECHNOLOGYDRNB N. YEMCE; FL S4275 P.O. BOX 1529 NOKOryB y a 59274 CERT. OFAUTH.X29M 10/11111IFBC 20102010 wx RaW$b: AN OR LOCATIONS (4 TRACKS) ROSOWSKI VINYL SGD INSTALLATION GUIDELINES 11/18/10 57012770/2870 1 NTS 1 4 OF 13 DETAIL 1 DETAIL 2A DETAIL 2 DETAIL 3 INTO MASONRY ASTRAGAL INTERLOCK INTO MASONRY 1X OR 2X WOOD BUCKSTRIP, SEE CONCRETFICMU TYP• ANCHOR TYPE, EMBEDMENT AND EDGE REQUIREDIFOOOR 1X BUCKSTWP NOTE 4, SHEET DISTANCE PER SUBSTRATE, SEE TABLE 1. SHEET 8 PER ANCHOR 4 HEIGHT IS OVER BB• , REQUIREMENT DISTANCE EDGE 36 ABTRAGALADD-ON 8 9 PER ANC ORU NONSTRUCTURAL 3 ASTRAGALADD-ONREINF. 9 o� REQUIREMENT EMS •. ANCHOR ANCHOR 40 8f0X2-VY SMS 6 q P I�j��l p.r: ��_, REINFORCEMENT SCREW - EMBEDMENT OPTIONAL PERASTRAGAL, 69 EQUALLY -SPACED AND 7' 1!Y 8 FROM ENDS (FACTORY INSTALLEDj. Oq c.7 o v TYP. ANCHOR TYPE, EMBEDMENT MAX. 1 q e AND EDGE DISTANCE PER SUBSTRATE SEE TABLE 11, SHEET 4 7 9 10 EXTERIOR 6 INTERLOCK 4 EDGE : POCKET 6 ASTRAGAL j''j BOX SCREEN . a . -` • DISTANCE •�•. fIX4 . LOCKSTILE PANEL WIDTH V PANEL WIDTH 94 10'� ,te I ', FOR Fes•- 114' MAX. LOCKSTLLES, © 13COR FRAME WIDTH ASTRAGALS, FIXED - DOOR FRAME WIDTH TYP.ANCHORTYPE, EMBEDMENT AND EDGE DISTANCE PER AND fir,=,•1 •-+j 8 SUBSTRATE, SEE TABLE I. SHEETS HORPANTALSTILES RAILS® T-1—q•MAX. T SEE NOTES TANEDG DISTANCE o 08 X 374• SMS REINFORCEMENT o � ', EDGE ' � •DISTANCE BELOW BELOW SCREW; 3 PERRAIL, LOCATED ATCENTERLINE AND B'FROM ° P •. ® ENDS (FACTORY INSTALLED) -&B" RO TYP. ANCHOR TYPE. 6 o v d .-.-.. W INTERLOCKS ONLY EMBEDMENT AND EDGE DISTANCE SUBSIRA7E, p -• • s— PA CING AFI SEE TABLE 1, SHEET 8 p; - EDGE • .� MEMETBTED• DISTANCE FIXEDPANELCLIP ' ; CONCRETEICMU L AND ANCHORS, SEE DETAILSHEET7 7f5 STANDARD old PERANCHOR 2X WOOD BUCKSTRIP EMBEDMENT OR FRAMING, SEE FIXED STILE Hf EXTERIOR �I I+- 114'MAXREQUIREMENT II TYP• ANCHORTYPE, EMBEDMENT NOTE4.SHEETI AND EDGE DISTANCEPER SUBSTRATE, 2XWOODBUCKSTRIP ENE SEE TABLE 1, SHEET 8 OR FRAMING. SEE PANELMOTH Z6 NOTE 4,SHEET I 'I DISTANCE DETAIL 3 DETAIL 2 DETAIL 3 NONSTRUCTURAL INTO WOOD INTERLOCK INTO MASONRY EMS MENT ® P-HOO . PLATE � MIL P ®p4MK REINF. PLATE SMS, #10 X 1-Im (SJz-slsO.C.a o C�K POCKET P•HOOK DETAIL 1 INTO WODO ANCHOR 1/4' MAX OPTIONAL EXTERIOR JnI-�I V NOTES 1) DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS.�`� 2) SEE SHEETS 24 FOR ANCHOR LOCATIONS SPACING. 3) SEE TABLES 2-4FOR REINFORCEMENT REQUIREMENTS. 4) CONTINUOUS ANCHOR PLATE, ITEM 08, IS REQUIRED AT ALL FRAME ANCHOR LOCATIONS. 5) PANEL MOTH DOES.NOT INCLUDE INTERLOCK OR ASTRAGALADD-ON. 8) ALL REINFORCEMENTS ARE APPROXIMATELY THE FULL LENGTH OF THE EXTRUSION. REFER TO TEST REPORTS FORExACTDIMENSIONs. ��1 //// y ��sN M11� q /�� .• �� O�• .......... : �,Z. _. �`GEtd E • -., • i �• Z• ; ' No ; {[ •: a = - LLI = = '. o I uj •, I ;� _� �, pO SF� �`Op �(�` ''//FSSIONP���` A LSINNA1LLLEh; P.E PF.a537as 1078TECHhULOOY� �PO ewcl�s NOXO111I$,FL31274 cERr.oFaurtl.�z3s MYODUCPRSvum wpA de Floalds A No -I,.J Ec�(ndae fttLt1 / Dade RnIndW. J.J. D$* 10/11/11 ReK�s FBC 2010 CODE Rowwar. Daw Rwldar HORIZONTAL INSTALLATION DETAILS Oaea>18Y' J ROSOWSKI m VINYL SGD INSTALLATION GUIDELINES 11/18/10 ears 570/277012870 NTS s 5 OF 13 9 MD-SGD570-01 Rev' A DETAIL 4 INTO MASONRY 1X BUCKSTRIP - TYP.ANCHORTYPE,EMBEDMENTAND MIN. 27 KSI CONCRETE ® EDGE DISTANCE PER SUBSTRATE, HEADPERANCHOR SEE TABLE I, SHEETS REQUIREMENT•SEE 2-W TABLE 1,SHEETB ROW EDGE SPACING DISTANCE � 'EDGE EMBED- ' .4 DISTANCE • a• 11 11 MAX( -- WOOD 1 SUCKSTRIP, l: SEE NOTE 4, 3 SHEET( FOR LOCKSTILES, ASTRAGALS, KTERIOR FIXED STILES AND HORIZONTAL FJ11LS DETAIL 4 INTO WOOD TYP. ANCHORTYPE, EMBEDMENT AND "EDGE DISTANCE PER SUBSTRATE, SEE TABLE 1, SHEET 2-W ROW �{ SPACING I EMBED- MENT �1w MAX. Ae X 3/4' SINS REINFORCEMENT SCREW; 7 PERSTILE, LOCATED AT CENTERLINEAND6', B'S tr FROM ENDS (FACTORY INSTALLED). SILL RISER VARIES ® WITH REQUIRED POSITIVE DESIGN FRAME 'PRESSURE, SEE TABLE HEIGHT, PANEL SEE NOTES Q A, SHEETS 689. SEE HEIGHT 386 ur TABLES a a BELOW G 18 2,364 FWVME m Q re HEIGHT- 2-'� I !r I S RISER 41/18' 3.1 RISER 2" O RISER �... -.,.M - -.: GROUT AS 1/4'r •.. NEEDED, MAX. -EM(iEDEI�".• ' �''. T. _ �: • a .�.. NOTE 5, t ..•.: MIN.2.T7(SI SHEET( EDGE � CONCRETE ® ANCHOR SREQUREMENT. 2X WOOD BUCKSTRIP DISTANCE REQUIREMENT. OR FRAMING, SEE TYP. ANCHOR TYPE, EMBEDMENT SEE TABLE 1, NOTE 4, SHEET 1 L AND EDGE DISTANCE PER SHEETS SUBSTRATE, SEE TABLE I, SHEET 6 DETAIL 5 DETAIL 5 INTO MASONRY INTO WOOD 1/4' / EDGE DISTANCE TYP- ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE,SEE TABLE t, SHEET 6 DETAIL 4 INTO MASONRY TYP. ANCHORTYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 1, SHEET 6 22 318' EDGE ROW DISTANCE SPACING T114' RF---1o f 1111 MAX. TABU 1, ANCHOR TYPES: TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 1, SHEET 6 EDGE 'I DISTANC DETAIL 4 INTO ALUMINUM 110'MIN. 81183-75 ALUMINUM SUBSTRATE METAL SUBSTRATES TO BE PROPERLY DESIGNED TOTRANSFER LOAD IMPOSED ON THEM TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 1, SHEET 6 10 GA STEEL STUD ORA30 Typo Substrate Anchor Minimum Embedmont Min. Edge Distance A f9G, P.T. 13n Pure .5� 312 811ce1 Metal Straw pm13/8" 314' 1/4' Elco U6raCm 1-1t2" 1.3I4' 1/4" Ebro Crete• lex SS4 1•1ur 1374' Alurniman, 0063.75 rain. 612 SIeMetal Screw (G5) 0.125" 1/1' Steel Stun. Gr. 33 min. L12 Sncel Metal Screw (35) 18ga (D.04517 1/2' A30 Steel 912 Sleet Metal Screw (G5) 189a (0.64517 112' B P.T. Southern Pine (SG a AS) 912 Wood Screw (GS) 13/6" 314' Comaete(min.27kal) _ 1/4'Elco UftCcn 1-3/8, 1' C Concrete (mIR 3.35 ksl) 114' Elco CnAe+lex SS4 13I4' 1" Urgnxded CMU, Jambs Only ('STIM C-M 1/4' Elm UltraCon 14M 1' 114" Elco Crete -Flex SS4 1-1AT" 1-3/4' CM=Me Wn. 27 kal) 1/4- Elco UlbaCan "IS, 2.112' D Concrete (mh 3.35 ksq 1/4' Elco Cmle-Flex SS4 1314' 2-1R' Ungmuled CMU, .lambs Only (ASTM 000) 1/4- Elco UIIMCon 1-V4" 2.1/2' 114" Elco Crete•Flex SS4 1-114, 2-1/r NOTES 1) DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. 2)SEE SHEETS 2-4 FOR ANCHOR LOCATION 8 SPACING. 3) SEE TABLES 2-4 FOR REINFORCEMENT REQUIREMENTS. 4) CONTINUOUS ANCHOR PLATE, ITEM WS, IS REQUIRED AT ALL FRAME ANCHOR LOCATIONS. 5) PANEL WIDTH DOES NOT INCLUDE INTERLOCK OR ASTRAGAL AD"N. 6) ALL REINFORCEMENTS ARE APPROXIMATELY THE FULL LENGTH OF THE EXTRUSION. REFER TO TEST REPORTS FOR EXACT DIMENSIONS. MILC&,? ' FL ��''U�FS�S�1�0��Np�'• A LYPI71 Mal'ER 1P.E. 1079TECHNOLOGYORWE N. 14:7a10E, FL 34275 CERT.OFAUDL #28108 EDGE STRUCTURALSTEEL -'I DISTANCE SUBSTRATE l� 8 DETAIL 4 INTOSTEEL METAL SUBSTRATE DETAILS SHOWN FOR HEAD (SIMILAR DETAILS APPLY TO FRAME JAMB AND SILL, EXCEPTPOCKETJAMB) J.J. 110/11/11 IFBC 2010 mww. I amm I Revlfrc @r0Di1C311BV1B6D -f4p� cPB► Mu Flsotd< I VERTICAL INSTALLATION DETAILS I J ROSOWSKI I (VINYL SGD INSTALLATION GUIDELINES 111118/10 I 570/2770/2870 I NITS16 OF 13MD-SGD570-01 I A 3716"TFXT. CAP+7M(r Series 570 & 2870 Anchor Quanf)Ues and Design Pressures AIRSPACE+311W HS GLASS+.080SGP FRAME HEIGHT (IN) .oJi6I 1te•HS GLASS GLASS &PANELMAXIMUMCONFIGURATION 4-PANEL MAXIMUM. CONFIGURATION 80 84 96 108 120 NOM.�$� Q mm mkt mp � Q L°mO mp 2Q i0 m i mU � 2 �gg�$.' mQ Boo 00 20. @T m U uj mQ m� $0 PANEL FRAME : p 4 p i r ..Q p°' :.� r ; " f ?3 M � r $ f I + � + A� �- s3 p : 9 A j ~ 4, WIDTH SIDE w N3 0) N `8 W vi g : N `d 'am is (a te .9 Xe `a (0 m o ca 1 to b 0) ij 3d � as�d` � 3 3 3 Head & SIII q+1 ; C3+1 ; C3+1 p+t q+t ; p+1 j q+1 C3+1 p+t Ca+1 C3+1 ' p+7 Jamb b b 5 6 5 i 5 5 '' 8 1 5 5 '. 5 5 6 8 8 6 1 B B 6 8 24 Pfiook 1 8 1 8 8 j B 8 j 8 j 8 Design PressUre +80.0 I +80.0 ; +80A , +80.0 +80.0 ( +80.0 ! +80 .80.0 j M.0 -80.0 j -80.0 - - - i -80.0 i -80 Head & ail I C3+1 C3+1 ` C3+1 C3+1 p+1 i C3+1 + C3, Jamb 5 5 .j 5 5 5 5 1 6 30 Pfiook 8 } 8 8 ! a 6 8 8 Design PRISSU1e +80.0 1 +80.0 i +80.0 ' +80.0t-C-5+1 +80.0 ; +BC -80.0 I -00.0 .80.0 -00.0.60.0 i -80 Head & 810 C3+1 J C3+1 :; C3+1 C3+1C3+1) C3- Jamb 5! 5 5 ', 65{ 5 36 Pfiook e i 8 B i 88; 8 Design Pressure +80.0 ; 480.0 ; +80.0 j +80.0480.0 ; +S( -80.0 ; A0.0 -8110 -mo -80.0 -00.0 .80 Head & Sill C5+2 i C3+2 ; C3+1 ; C3+1 C5+2 C5+2 C3, - Jamb 5 1 5 j 6 5 6 5 B 42 Pfiook 8 8 i 8! 8 a 8 1 8 Design Pressure +80.0 ; +801.0 j +B0.0 +80.0 +80.0 j +80.0 +8C .60.0 '• .60.0 , 80 o -50.0 -W.0 -00.0 -80 Head & Sill C5+2 ; C5+2 ; C3+2 C3+1 C5+2 C6+2 C5• Jamb 6 5 7 1 5 6 5 j 7 48 Pfiook 9 1 8 5 a 8 10 B, 8 Design Preseurre +MO I +MO 1. +60.0 +60.0 +80.0 ' +80.0 ; +8( -80.0 -80.0 -80.0 , -80.0 �W.0 [ -60.0 $0 Head & S01 C5+2 05+2 i C3+2 C3+2 C5+2 C5+2 C& Jamb 8 � 5 i 7 b 8 6? 8 54 Pfiook 10 j 8 j 8 I B 11 j 8 i 8 Design Pressure +80.0 j +8D.0 i +80.0 j +80.0 1 +W.0 j +80.0 'I +8( 1 -80.0 1 -8D.0 1 - 0.0 1 -60.0 1 -W.0 I fi0.0 ; -Be 60 Pfiook 10 ! 8 '. 8 { 6 Design +80.0 +80 Pressure .67.0 ! AOG + .AO.n 7 .a0 9 i e : 10 ) 10 .j 10 +80.0 +80.0 +60.0 +60.0) +60,0 •80.0 ; -W.0 -65.0 ; -65.0 -65.0 C5+2 C3+2 9 6 TABLE A: Reinforcements Required, (See Parts on Sheet 10) Glass Interlock Lock/Fixed Stile Astragal Astragal Addon Top/Bottom Rao I Plate (Pad# 24, 26) Type Pert# 29 Pad# 28 Part# 26 Part# 30 Part# 28 1 Requked for Heights o 86° A Cil TOTAL # OF ANCHORS CLUSTERED THROUGH THE HEAD & SILL AT EACH PANEL MEETING POINT. (Ex: FOR C3+1, 3 ANCHORS - REQUIRED ATPANEL MEETING POINT AND 1 ANCHOR REQUIRED AT MIDSPAN OF PANEL). ANCHORAGE TYPE PER SUBSTRATE REQUIRED TO ACHIEVE THE DESIGN PRESSURE, USING THE ANCHOR _ QUANTIES LISTED BELOW. SEE TABLE 1. SHEET S. FOR COMPLETE ANCHOR LIMMATIONS. TABLE KEY: Non. PANEL FRAME A WR1M SIDE (N) A S® CM7 Jemb b 24 P4mk 8 • Design +90.0 Pressure .80.0 PAP E - FRAME WIDTH WIDTH # OF PANELS THE MAXIMUM NEGATIVE DESIGN PRESSURE AT THESE ANCHOR QUANTITIES. THE MAXIMUM POSITIVE DP ATTHESE ANCHOR QUANTITIES. ADDITIONALLY. THE MAXIMUM OP FORTHE SILL HEIGHT MUST ALSO BE CONSIDERED, SEE TABLE A. THIS SHEET. TOTAL# OF ANCHORS THROUGH THE P-HOOK7 TOTAL OF ANCHORS THROUGH THE THE LESSER VALUE OF TABLEA AND TABLE 2 DETERMINES THE WATER LIMITED + DP. NOTES 1) DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS, 2) SEE SHEETS 2-4 FOR ANCHOR LOCATION& SPACING. 3) SEE TABLES 2.4 FOR REINFORCEMENT REQUIREMENTS. 4) CONTINUOUS ANCHOR PLATE. ITEM #4 IS REQUIRED AT ALL FRAME ANCHOR LOCATIONS. S) PANEL WIDTH ODES NOT INCLUDE INTERLOCK OR ASTRAGAL ADD -OR 8)SEE SHEET 2 FOR APPUCABLE DUO PER PANEL SIZE. W218r.Umited (+) Design Pressers Nominal Sig Heigh Actual Sig Height Ma)L (+) DP Allowed 1-11116F 1.688" See Tablas 2-4 3-10 3.464" +BD.Opsf 4-1116' 4.037" +8D.0psf 4518" 4.614" +100.0 psf DOOR ASSEMBLIES INSTALLED WHERE THE OVERHANG (OH) RATIO IS EQUAL TO OR MORE THAN 1 IS EXEMPTED FROM WATER INFILTRATION. THE OVERHANG RATIO SHALL BE CALCULATED BY THE FOLLOWING EQUATION: OH RATIO = OH LENGTHIOH HEIGHT (LYNN Mj �'/. * N0.56705 STATE OF 'SIONN-�� A. A mEIEi,P.F- P.EA 5870$ a LID CIO c w z 13 W 0 Cf) U fV :3 U. o -j z Do tv m O }a- m 3 ILL � Z DO M w Z n `O ♦� N z J04 o > Ili �O m o3opw Q a11Y on Pix a I-LLOlg•11 9 -f4 b TABLE 3: WrTEX CIP+Tf1r ARSPACE,311E!♦5 MASS + 09066P 01GStaGLASS rto Sues Series 2670Anchor Quantill sandDesignPressures FRAME HEIGHT (IN) g.PANEL MAXMUM CONFIGURATION 00 84 98 NOM,a PANEL WIN) FRAME SIDE mQ m gU �O E�. NPL P 1' � F- , B tp-' : � F"a1 gd' �a WHICH Q m Ll CI �` � � Bg � 8 A 'i ld •mQ mm mt) G �y If . 8 ! i.ga Hand 8 SIR C3+1 ; C3+1 , C3+1 I C3+1 C9+1 I I ; C3+1 ! C3+1 C5+1 Jamb 5 5 24 P-lock B t a a 1 8 8 f a a i 8 I. i 9 t 9 8 08e1911 Pmssum -100.0 +10401+100.0 0o +i.o +100.0i+100.0;+1D40!+100.0 +100.0, Time i+1o0.0'+100.0 1040;-100.0, -100.0! -100A -100.0 -180.0j-100.0; 400.0 400.0.j -100.0 100.0; -1010 Head SIR C6+1 ; C3+1 j C3+1 1 .1 +1 C5+1 ' C3+1 i C3+1 ; C3+1 C5+1 j T, C5+1 �; C3+1 Jamb 5 1 5 1 5 1 5 6( 5 1 5 S 5 1 S! 6S 30 P4twk B i B 5 I a e a I B j a 6 8 9 I a pasl8n +100.01 *100.0; -100.0! -100.0 , +100.0, +100.0j+t00,0I+100.0 +10D,0I+10401+100.0;+100.0 Peasewa -100.0 ; -1110.0 ; -100.0 -700.0 -100.0 Y -100.0 -100.0 1 -100.0 -100.01-100.01 -10D.0 j -1000 Head &SIR 05+2 j C5+1 ; C3+1 j C3+1 C5+2 1_C6+1 j C5+1 j CSN 05+2 1 (2i:1 • CS+1 Jamb 5 8 6 15 5 6 1 5 1 6 6 38 P490k 9 a l 8 j a 8 i 6 1 9 B: 10 ; 9 9 9 Design Pnaaeme +100.0 +100.01+1 .1+100.0 -100.0) -t00.0 j .100.4)1 -100.0 +100.0i+100.0 +1040j+150.0 -10&0 j -1040 1 -100.0 1 -I6E +100.0 +100.0'+1040j+100.0 .100.0 -100.0 1 -100.0 1 40MO Heatl a 510 C5+2 05+2 j C5+2 ) C3+1 C5+2 j C5+2 I C5+2 I C3+1 C5+2 I C5+2 1 05+2 ' C3+1 Jamb S I 6 j 7 5 s{ 6 j 7 1 8 7 I e i a 5 42 P4a10k 10 j B e i B 1D a g 1 a 1 6 11 1 8 1 9 9 Design +1D0.01+tD0,0,+1W.01+1040 M04p +100.0 41mo 1 +100.0 +98.0 14100.01+10moi+1040 Pmeame -1 W,0 -100.0 -100.0 ; -1040 -1D0.01 -000.0 j .100.0 14040 -9Q0 1 A00.01-100.01 -10MO Head & SIe C5+2 j C5+2 C5+2 I C3+2 05+2 i C5+2 ' C5+2 I C3+2 C5+2 C6+2 ' C5v2 I 25+2 Jamb 7 1 B 8 5 7! B B 6 7 1 7 10 B 48 PfiOdk 71 B j 6 j B 1? ; B j B ; B 12 ; 9 j 10 j 10 Daeign PnMBtde +I0a01+ID401+100.0 +t00.0 -1Do.o 100.0! -000.0 I -100.0 +10D.0i+100.0 +100,0 +100.0 -100.01-100.0' -Imo -100.0 +gT.O j+100.0j+100.0)+1Rog -g7,0 10D.o-100.0' 4100.0 RelnfotrBmen4Requlred,j9eePaAsonSheetl0) GIaeB1YPe, Interlock LocklFuedsDle Astragal AslmgelAdddn Top(BotlomRaD (BoaSha9t1) Paring 29 PadE 26 Pan9 28 Pa16R 3D Perth 26 A TABLE KEY: Kom. PANEL FRAME A WIDTH BIDE lag a SI0 C3+ Jarnb 5 24 P4100k 8 Demlgn +101 Pressure -JIX PANEL-INDIA FRAMEWIDTH WIDTH 80FPANELS TABLE 4: 3n6-TEXrCAP+1'fir Series 670 Q 2770 Anchor Quantities and Design Pressures ARSPAOE+3hS*M GUM +.030 OaPJa FRAME HEIGHT ON) HTER AYE-21'ITAN &PANEL MAMUM CONFIGURATON GLASS 80 84 B8 gQ m yOQ' mC . eat O SO 6 m 20 20 PANEL FWIMEf": 1 ON) SIDE `666piid` 8&ii'm'2` s SD f� i 24 P4m0k D"19A Pmsaum Head a 811 Jand1 30 P-000k Design P1e.1sum Head A Se Jamb 3a -P-0aok Design Ptessum Call Jamb 42 P4sok Design Pree6um Hmd a S➢ Jamb 40 P4me!t Design Pmsaum Relntomements Required, (Sao Pans an Sheet 10) Interlock Leckffb!ed StOe Astragal Astragal Addarl TopfBattOm R M S P2 028 Pad025 PmW 26 Patt#30 PRW25 Thermal-OptWn Pwt928 PadA 27 PsO27 PartlF30 Pa1162T ANCHORAGE TYPE PER SUBSTRATE REQUIRED TO ACHIEVE THE DESIGN PRESSURE, USING THE ANCHORQUANRES LISTED BELOW. SEE TABLE 1, SHEETS FOR COMPLETE ANCHOR LIMITATIONS. TABLE A: TOTAL D OF ANCHORS CLUSTERED THROUGH THE HEAD a SILL AT EACH PANEL MEETING POINT. (EX: FOR C3+1, 3 ANCHORS REQUIRED AT PANEL MEETING POINT AND 1 ANCHOR REQUIRED AT ME)SPAN OF PANEL). - TOTAL S OF ANCHORS THROUGH THE JAMB. -TOTAL b OF ANCHORS THROUGH THE P4400K. THE MAXIMUM POSITIVE DP AT THESE ANCHOR QUANTITIES. ADDITIONALLY, --THE MAXIMUM DP FOR THE SILL HEIGHT MUST ALSO BECONst ERED.SEE TABLE A. THIS SHEET. Water 3ndtad (+) Design Pressure Nominal BID Height Actual SDI Wight Max. (+) DP Allowed 1-11116, 1.66F See Tables 2A 3-IrZ 3AW +60.0 psf 4-111V 4.03r +80.0PST 4-51W 4.6W +100.0 PSI THE MAXIMUM NEGATIVE DESIGN PRESSURE AT THESE ANCHOR QUANTITIES. THE LESSER VALUE OF TABLE A AND TABLES 3 OR 4 DETERMINES THE WATER LIMITED (+) DP. ? : •. it �. 58105 '0 IL 0. ' , 1� PLORVD t\ 9 ' A. LYNN �II.!LER, P.E. P.E.S 58705 r co 0 4 O � T Cl) Z Z 0 J oB p co U U. p J Z V. cli m O m � H (L ix Fa r Cl) a It DO, CID CL o Z Tn I [>7 N O o NFIGURATIONS. ad 2) SEE SHEETS 2-4 FOR ANCHOR LOCATION A SPACING. t 3) SEE TABLES 2-4 FOR REINFORCEMENT' REQUIREMENTS. 4) CONTINUOUS ANCHOR PLATE, ITEM era, IS REQUIRED AT ALL FRAME 4 ANCHOR LOCATIONS. p x 5) PANEL WIDTH DOES NOT INCLUDE INTERLOCK ORASTRAGAL ADD -OR B 8) SEE SHEET 2 FOR APPLICABLE DLO PER PANEL Ste. PRODUCT REVISED OH LENGTH DOORASSEMSUES INSTALLED WHERE THE OVERHANG (OH) RATIO sm a wllh me Ptetllffi IS EQUAL TO OR MORE THAN 1 IS EXEMPTED FROM WATER adai ewh ArPta�w no 9r6 INFD.TRATION. THE OVERHANG La/hellee Lila SHAUL TED BY THE FOLLOWING EQUATION:O Road Dade ON RATIO m OH LENGTWOH HEIGHT 1.812" Plow ❑ O2 TRACK HEAD/JAMB RIGID PVC I- 6250' -IT CC��C7 Ol T O3 TRACK HEADMAMB -1 5,875' +I 0 tpa• 0 1.686' O2 TRACKSILL RIGID PVC e25a• L� O ,1o0' 888' 3.000 1,570' 1---- 1.437 � 1b95' I+- �I 1.595• I+-- REINFORCEMENT t 44s � I. I COVER tto zs33^ -i l?09i ��• i . z 7ss• 405• z Ise RIGID PVC 2.388° �I tl 1� 1229' �- �� r--�n---kl-- .tzs• .t2o• � �.tez• .t2o• -.i r.- .t5z• i-- 2sor ---i 1 T ® PLATE REINFORCEMENT ® AND STILE BOTTOM © AND STILE ®IREINFORCEMENT ® REINFORCEMENT 6005-TSALUM. REINFORCEMENT REINFORCEMENT 60DS-T6ALUM. 6005-TSALUM. 6005-TS ALUM. COMPOSITE RIGID PVC ®3 TRACK SILL tpszs RIGID PVC 3oB' -T 10.035' -�• 3.46T OI T rO--1 -t�O LI Jor � 9 T .080' ❑ ❑ ❑ .100' ❑ 1�2• d QLBI��.IIU�.JI!-1J® l �, lim• .,25' 2.11 2],0" O RIGIOIP. K EADIJAMB © 4 TRACK R PVSILL 229T L 125•--��„6� -I .6 S40' 930' �-IL I �I+ .550' .640- ]��600' .cw .125' apt• �_. D r_ .064• RAME0C OVER SCREW ©ANCHOR PLATE 6063 T6 ALUM. KEEPER OB 6063C' 81NSERT ALUM.. 70 6063-TB ALUM. RIGID PVC 1�11 T 1 .06W 12 OUTER SILL 73 SILL COVER TRACK COVER RIGID PVC RIGID PVC �M lAar-`11.44a5' IT .050• {---D• - -f 255' BOX SCREEN SILL OUTER SCREEN 14 ADD -ON 15 TRACK 6D63-T6 ALUM. 6063-T6 ALUM. �QQ ��l1� t+- 1.000` .94r Ir N T-HUUI- .002' BOTTOM RAIL 11 SUPPORT 6063-T6 ALUM. ----I ,.487- t.5 ©BOX SCREEN HEAD AND JAMB ADD -ON RIGID PVC -� .762• t.853• 4.041' 1 2.88T 3A84• 1.683' s56 .060' .060• 080 Amr --� SILLRISER SILL RISER SILLRISER P-HOOK ADAPTOR 11 K aBD' 6063-T6 ALUM. 18 6063-TG ALUM. iB 6083•T6 ALUM. 6063-TB ALUM. 0 61)63-T6 ALUM. t.a81• _ 126r 1201• 1.5ao• �+- 21G• 252' .173' -T -T -T taS BEVELED BEAD O GEE BEAD ®p �GID POGEE BEAD ® PLATE REINFORCEMENT RIGID PVC RIGID PVC R 6063-T6 ALUM. ,@REIINFFOrRCEM�ENTT 31 PPLATE CEMENT ®WTERLOCK ADAPTER 6005-TS ALUM. 6083-T6 ALUM. RIGID PVC 1T+ M. mor r 1.9gr ,.893 � .afiz• i 1.82r L ® TOP RAILED 6063-T6 ALUM. BOTTOM RAIL 6083-T6 ALUM. ®S DE RAIL EN 6063-T6 ALUM. 1.081' til- 1.061• Li 1- 1.77W ,050' -+I--� .050' STD. SCREEN STD. SCREEN 10 TOWBOT. RAIL 1,1 SIDE RAIL 6053-T6 ALUM. 6083-TB ALUM. .... hr0 , OEFISE .',� LUZ ii'pQ� • s 101i\V4: ��1�: A. L71rR I� 1P.E P.EC 50705 I .oeo• 4.636' ❑ ASTRAGAL ADD -ON RIGID PVC :L--i 1.343• I-- T .320' J A55- BOX SCREEN BOX SCREEN ® ASTRAGAL OXO ADAPTER ADAPTER 6063-T6 ALUM. 6063-T6 ALUM. 084' �{ 1202' 045' .075 676'� ' L-ffL F+- 2.975� STD. SCREEN @ FIXED PANEL CUP ASTRAGAL 6063-T6 ALUM. ADAPTER 6083-TB ALUM. J.J. 10/11/11 IFBC2010 RmEf14BY. urw Rtuwm ® PAT IETAILS PANEL STILE, TOP ® AND BOTTOM RAIL RIGID PVC ��yy ,1Kt J ROSOWSKI IBM 7ECHNOLOOYDWW Tote "VOW&FL3W5 VINYL SGD INSTALLATION GUIDELINES 11/18/10 P.O. BOX 109 NOXOMIX FL 34274 r.CIHOFAIF M 02M 57� 0/2770/2870 NTS Is"IT'O OF 13 MD-SGD570-01 A NOTES 1)SEE TYPE AND DETAILS. ```" o `yNN killF. ��0; •y�OENSE K No 5610L Ate+ OG± :� �' I pCEOF e- C9. A. LYPII�I MILLER P.E. PZIP58705 Y. m60 � O Q �� LU Z � U' Z� O ~ z j O � a W Q LL Q J [0 o N co U- eM- LL. Q F�— z o 04 N O 0 mx .�� �z SHEET 10 FOR MATERIAL F&"V .4 REY71�D rP96rt� �.�a►� �y MIMM vok Part # YGT. # Description 1 6190D1 2-Track Head/Jamb, 2 819002 2-Track Sill 3 619026 3-Track+lead/•lamb 4 618026 3-Track SDI 5 619027 4Treck Head/Jamb 6 619028 4-Track Sill 7 6190D9 Frame Screw Crner 8 619031 Anchor Plate 9 6190D7 Track Insert 10 819029M Aluminum Keeper 11 619036 Bottom Rail Suppo ' 50 419042 Frame Header Block 51 48052 Ro1lerAd). Hole Plug 52 4173b SGD Panel Camealong 63 41738 SGD Panel Came�lang Cover 55 71696 Dust Plug ' � 44386 4 Hole Bumper Stop 58 fi19037M Fixed Panel Gip 69 71696G sill Plug 61 78X38PPTX #8 x 3I8" Ph. Pn. TEK Screw 62 78X34PPS17AX #8 x 3/4" Fl. Ph. TEK - S.S. 63 787PSTX #8x1"Quad-S.S.. 84 781PQX #8 x 1" Pn Quad - S.S. 85 78X114PHPT410X #8 x 1-1/4" Ph. Pn. TEK G'6 71DX1 PPSDA�( #1D x 1" Ph. Pn.TEK - S.S. 67 710X115PPX #10 x 1-12" Ph. Pn Keeper Screws 88 710X2PPX #10 x 7' Ph FI S.S. Screw 89 710X212PPDAX #10 x 2-1/Z'Pn Ph. Tek S.S. 712X112PP #12 x 1-1/2" Ph Pn. A GE 7700 Silicone Dew Coming 995 Silicone r72 71728K Neoprene Setting Block 1"x4"x1/18" Metei Spacer-9/32" UrethenelG Sealer 76 Sil(cone-Foam Super Spacer - 7/18" 77 Hot -melt Butyl 76 819010 1-1l18" Beveled Bead 79 619D15 1-1/16" Ogee Bead 80 619016 1�118" Ogee Bead 82 82139 Ogee Vinyl MunCm 83 83809 htsulated Glass Muntln -Horizontal 84 4CONN I.G.Intersectlon 85 7568K I.G. Gridlock Clip - 7H6" Be 7580K I.G. Gddlock Gip - 6/18" Part# PGT. # Description Box Screen 90 812258 Screen Top Rail 9'I 812257 screen Bottom Rail 92 812256 Screen Side Rai{ - Lockstile 93 64344 Screen Astragal 94 817349 OXO Screen Astragal Adapter 95 64428 Screen Double interlock 98 617347A Screen Bug Flap 97 41818K Screen Keeper Spacer Set 98 720X1X 1l420 x 1" S.S. 89 72QX112X 1l42D x 1-1I2° S.S. 100 71793G Wstp, .270" x .150" -Fin Seal 101 7SRAZ 'Standard Roller 102 7SRAX Standard Roller- S.S. 103 7LOCKWGS Screen Lackset 104 41818K Screen Lock Keeper Spacers 105 7SDKEEP Screen Lock Keeper Standard Screen 110 612033 Screen Frame - Top/Bottom Rail 111 g12D26A Screen Frame -Side Rail (Latch} 112 812033 Screen Frame -Side Rail 113 617363 OXO Screen Astragal Adapter 114 � 84853K Vinyl Astragal 115 617356 Screen S91 Adapter 116 6FP95K Bug Flap 117 7R42DK Rivet 118 74X1PA #4 x 1° Ph. Pn. SMS 119 78X112PSATS #8 x 1-112" Ph. Pn. SMS A Z 120 41703N Screw Boss Bushing 121 712027 Comer K Wheel Assy. (Standard) 122 712027S5 Comer Key Wheel Assy. (S.S. w/beadng) 123 41865K Screen Handle 124 416� Screen Handle Slide 125 704l6B Screen Latch Assy. 126 7SNKPN Screen Keeper 127 81893K Serrated Screen Spline - .145" 128 61682K Screen Spline -.165° 128 61834K ScreenSpline-.150" 130 81816C20 Screen Cloth TYPE STANDARD REVERSE 2P2T M A M A 2P2T tR F R Xo A oX S D K T 3P2T P R N A OXO OXO 3P2T D K H NOI AVAIIABLE M A XXX 3P3T D B A M as K F R w A A,: U _ xxx On 3P3T D B F M : K F M � A xxD - J +s. M A XXX 6 A m D a 4P2T L D F C M OXXO R NOTAVAI(ABLE L D 4122T M A C M f. NOi AVAILABLE D B K F 0 F 4P4T a J J M M A U U XXXX XXXX D B K F 4P4T e P F R J J M A U U `a SD SD A XXXO Oxxx L D L D 5P3T R F F RNB P NO OX)Cm SCR�N xD OXXXO SCREEN L D L D 5P3T F A M M B SCRO.4 XX)D(X SCREEN TYPE LEFT HAND POCKETS LEFT HAND POCKETS 1P2T x x 2P2T e a M F xX xx 3P3T B B A F F M XKK XXX 4P4T B B B A X)XK F F M XXXX 2P2T c m xx 4P2T B F C M xxxx 8P3T B F a F C M Xx10(X0f 8P4T 0 F B 0 F C M xXXXX)= NOTES 1) MAXIMUM OF (8) EIGHT PANELS UP TO W FRAME HEIGHT. 2) MAXIMUM OF (4) FOUR PANEL CONFIGURATION FOR RW& .HEIGHTS OVER BB' AND UP TO 12(Y. 3) MAXIMUM DOOR FRAME WIDTH (EXCLUDING POCKETS IF APPLICABLE) IS LIMITED TO 457-11115% 4 "\. �yNN .... %��� INTERIOR ��`v°S� is '• ti BIDS EXTERIOR (ti•Xel f 2, s 0,�;' i p G f0707PCWOLOGYORAlE Al VB= FL 3f275 P.O. BOX lao NOKOMIS, FL 3W4 CrA OFALR7162M 03 keF =J�!" SD —ism r—� mw; ►kODUCENEWOM m wIK I■r 1hAY. 4ad0y. OaK RMilm: ByILyL�■� a4/1.4 L'2.o (� J.J. 10/11/11 FBC 2010 CODE I� dwBY I Dm I Rftf b.' Demoftr AS MPLE CONFIGS AND PANEL NAMES ROSOWSKI Tft VINYL SGD INSTALLATION GUIDELINES 1/18/10 SNiuR,-ft _ stoat unmft Na IRm 570/2770/2870 1 NTS 12 OF 13 MD-SGD570-01 I A p SINGLE FIXED INTERLOCK LOCKSTILE R FIXED SINGLE LOCKSTILE ' INTERLOCK T ASTRAGAL FIXED (BOX OUT) OUT LOCKSTILE T ASTRAGAL FIXED (BOX IN) IN LOCKSTILE S FIXED ASTRAGAL (BOX OUT) LOCKSTILE OUT S FIXED ASTRAGAL (BOX IN) LOCKSTILE IN L SINGLE ASTRAGAL (BOX OUT) INTERLOCK OUT LR ASTRAGAL SINGLE (BOX OUT) OUT INTERLOCK N ASTRAGAL SINGLE (BOX IN) IN INTERLOCK c SINGLE ASTRAGAL (BOX IN) INTERLOCK IN B SINGLE SINGLE INTERLOCK INTERLOCK LOCKSTILE SINGLE INTERLOCK F SINGLE SINGLE INTERLOCK INTERLOCK H SINGLE SINGLE INTERLOCK INTERLOCK K SINGLE LOCKSTILE INTERLOCK U ASTRAGAL OUT LOCKSTILE (BOX OUT) U ASTRAGAL LOCKSTILE (BOX IN) IN A SINGLE LOCKSTILE INTERLOCK LOCKSTILE SINGLE INTERLOCK J ASTRAGAL LOCKSTILE OUT (BOX OUT) J ASTRAGAL LOCKSTILE IN (BOX IN) .... INTERIORtu EXTERIOR - , �, o of i Z t ���0 '• BZPj ��OP' _�` 1010TECHNO10GYDPM N. VDWM FL SQM NADt FLSW4 ai3d�iMULis��PE PP#58Tm CENT. OFAI/M AMM C DOUBLE �"^^^^^- ASTRAGAL INTERLOCK M LOCKSTILE DOUBLE INTERLOCK J LOCKSTILE ASTRAGAL SD SINGLE DOUBLE INTERLOCK INTERLOCK A DOUBLE LOCKSTILE INTERLOCK U ASTRAGAL ICI LOCKSTILE DS DOUBLENv SINGLE INTERLOCK INTERLOCK NOTES 1) DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. 2)SEE SHEETB 2.4 FOR ANCHOR LOCATION 6 SPACING. 3) SEE TABLES 2-4 FOR REINFORCEMENT REQUIREMENTS, 4) CONTINUOUS ANCHOR PLATE, ITEM 08, IS REQUIRED AT ALL FRAME ANCHOR LOCATIONS. rawer. Rwro-n J.J. 10/11/11 FBC 2010 vroraw Ad PANEL TYPES J ROSOWSKI Tftl VINYL SGD INSTALLATION GUIDELINES l l/18/10 aWft Na Rn. 570/2770/2870 NTS 13 OF 13 MD-SGD570-01 A MI® FILE COPY MIAMI—DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 20h Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175 2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315 2590 F (786) 315 2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/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 urricane Zone. DESCRIPTION: sties "P� S20 "gal" white PVC Fixed Window L.M. . APPROVAL DOCUMENT: Drawing No. 5190-1 titled "Vinyl Picture Window, Large Missile Impact", sheets 1 through.10 of 10, prepared by manufacturer, dated 08/04/08 with the latest revision °B" dated 10/18/11, prepared by PGT Industries, Inc., 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 RATINr� . La a end Sm l is le�Iariip ci )[ esi$tan 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. 084820.15 and consists of this page 1, evidence pages E--1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. Expiration Date: January 08, 2014 2 Approval Date: February 16, 2012 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS L ' Manufacturer's die drawings and sections. (Submitted under NOA Is No. 08 0820.1 S) 2. Drawing No. 5190-1 titled "Vinyl Picture Window, Large Missile Impact", sheets 1 through 10 of 10, prepared by manufacturer, dated 08/04/08 with the latest revision "B" dated 10/18/11, prepared by PGT Industries, Inc., 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, TAS 202-94 Along with marked --up drawings and installation diagram of a vinyl fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-5712 and FTL-5729, dated 08/13 and 09/09/08, all signed and sealed by Carlos S. Rionda, P. E. (Submitted under NOA No. 08-0820.1 S) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2004 and 2007, prepared by PGT Industries, Inc., dated 11/25/08, signed and sealed by Robert L. Clark, P. E. (Submitted under previous NOA No. 08-0820.1 S) 2. Complies with ASTM E130042/ 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 Interlayer" dated 09/08/11, expiring on 12/11/16. 2. Notice of Acceptance No. 11— 0830.09 issued to Mikron Industries, Inc., for their "White Rigid PVC Exterior Extrusions for Windows and D ors" dated 10/6/11, expiring on 12/26/16. C)4z- Jaime D. Gascon, Product Control Section Supervisor NOA No.11-1114.18 Expiration Date: January 08, 2014 Approval Date: February 16, 2012 E-1 PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance and compliance with the FBC 2007 (with the 2009 supplement) and FBC-2010, dated 10/26/11, signed and sealed by Anthony Lynn Miller, P. E. 2. Statement letter of no financial interest and independence, dated 10/26/11, signed and sealed by Anthony Lynn Miller, P. E. 3. Letter of Adoption of as his Oven, the Work of another Engineer per Section 61G15-27.001 of the F.B.P.E., dated 10/07/11 signed and sealed by .Anthony Lynn Miller, P. E. 4. Statement letter of conformance and compliance with the FBC, dated 08/12/08, signed and sealed by Robert L. Clark, P. E. (Submitted under previous NOA No. 08-0820.1 S) 5. Statement letter of no financial interest, and independence, dated 08/12/08, signed and sealed by Robert L. Clark, P. E. (Submitted under previous NOA No. 08-0820.15) 6. Laboratory compliance. letter for Test Reports No.'s FTL--5712 and FTL-5729, dated 08/13 and 09/09/08, all signed and sealed by Carlos S. Rionda, P.E. (Submitted under previous NOA No. 08-0820.15) 7. Laboratory compliance letter for Test Report No. ATI--84576.01--401-47, dated 10/31/08, signed and sealed by Joseph A. Reed, P. E. (For Reference only) (Submitted under previous NOA No. 08-0820.15j G. OTHERS 1. Notice of Acceptance No. 084820.15, issued to PGT Industries, Inc. for their Series "PW--701 Aluminum Picture Window, Non —Impact", approved on 01/08/09 and expiring on 02/19/14. 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, per FBC 2411 3.2.1, TAS 202-94 Along with marked --up drawings and -installation diagram of a vinyl fixed window, prepared by Architectural Testing, Inc., Test Report No. ATI--84576.01-401471, dated 10/31/08, signed and sealed by Joseph A. Reed, P. E. (For Reference only) (Submitted under NOA No. 084820.15) Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 11-1114.18 Expiration Date: January 08, 2014 Approval Date: February 16, 2012 E-2 NOTES: LARGE MISSILE WINDOWS 1. GLAZING OPTIONS: A. 7/6" LAMI I.G. GLASS COMPRISED OF (1) LITE OF 3M6" TEMPERED OR ANNEALED GLASS, AIRSPACE AND 5/16" LAMINATED GLASS WHICH IS COMPRISED OF (2) LITE OF 1/8" ANNEALED GLASS WITH AN .090 INTERLAYER OF DUPONT PVB. B.1" LAMI I.G. GLASS COMPRISED OF (1) LITE OF 3/16" TEMPERED OR ANNEALED GLASS, AIRSPACE AND 5/16" LAMINATED GLASS WHICH IS COMPRISED OF (2) LITES OF 1/8" ANNEALED GLASS WITH AN .090 INTERLAYER OF DUPONT PVB. 2. DESIGN PRESSURE RATINGS: (SEE TABLE 1 AND NOTES BELOW) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND ASTM E 1300-02 GLASS TABLES. B. POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE, WATER TEST PRESSURE, AND ASTM E 1300-02 GLASS TABLES. 3. ANCHORAGE: THE 331/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION. 4. FOR ANCHORAGE INFORMATION SEE SHEETS 9 AND 10. 5. SHUTTER REQUIREMENT: NONE REQUIRED FOR UNITS LESS THAN 3V. 6. REFERENCES: TEST REPORTS, FTL-5712 & FTL-5729. ELCO TEXTRON NOA: 04-0721.01, 03-0225.05 ANSI/AF&PA NM2005 FOR WOOD CONSTRUCTION 7. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE -HIGH VELOCITY HURRICANE ZONE (HVHZ). NOA DRAWING TABLE OF CONTENTS SHEET GENERAL NOTES ...........................1 ELEVATIONS .................................... 2.3 GLAZING DETAILS ..........................4 GLAZING DETAILS ..........................5 SECTIONS, BOX FRAME................6 CORNER ASS'Y, BOX FRAME....... 6 SECTIONS, I.F. FRAME...................7 CORNER ASS'Y, I.F. FRAME......... 7 EXTRUSION PROFILES ................. 8 PARTS LIST.....................................8 ANCHORAGE, BOX FRAME ........... 9 ANCHORAGE, INTEGRAL FIN ....... 10 TABLE 1. DESIGN PRESSURES (PSF) GLASS TYPES: A. 71W LAMINATED INSULATED GLASS (311WA - AIRSPACE-1/8"A., .090, 1/8"A.) B. V LAMINATED INSULATED GLASS (3116-A. -AIRSPACE 1/8"A., .09% 118"A.) WINDOW GLASS WINDOW WIDTH HEIGHT TYPE 59.000 60.0D0 61.0D0 62.DDD 44.000 A,B +80.0 -80.0 +80.0 80.0 +80.0 .80.0 +80.0 -80.0 AREA 1603 SQ.FT. 18.33 SOFT. 10.64 SQ.FT. 10.94 SQ.FT. 4S.000 A,B +80.0 80.0 +80.0 1 -80.0 +80.0 -85.0 +79.6 -79.6 AREA 18.44 SOFT. 18.75 SQ.FT. 19.08 SQ.FT. 19.38 SQ.FT. 48.000 A,B +80.0 80.0 +80.0 80.0 +80 0 BD.0 +78.6 78.6 AREA 18.85 SQ.FT 19.17 SQ.Ff. 19.49SQ.F1 19.81 SQ. T. 47.D00 A,B +80.0 -80.0 +79.8 -79.9 +79.0 -79.0 +77.4 77.4 AREA 19.28 SQ.FT. 19.58 SQ.FT. 19.91 SQ.FT. 20.24 SQ.FT. 48.000 XB +80.0 80.0 +78,8 -788 +78.0 1 -78.0 +78.3 1 -76.3 AREA 19.87 SQ.FT. 20.00 SQ.FT. 20.33 SQ.FT. 20.67 SQ.FT. NOTE: 1. THE MAXIMUM ALLOWABLE DESIGN PRESSURE FOR 112 CIRCLES IS +/-80.0 PSF FOR ALL SIZES. 2. IF ATEMPERED CAP IS USED MAX. DP IS +1.50.0 PSF. , ,7E,,mm,,yDm E � � NOTES, TABLE OF...CON7 nroxoeu� Fr.s+z7a +� ro. BBQQ raze Vin i Picture Window Larg NOKOMl.4. FFI X174 1AW11, Better I -ae awezo NTS 1 a 10 & PRESSURES 5190-1 * No, 513705 /�.icSS/ONAL F'? A. LYNIWIWla , P.E. 48" MAX. MAX 12'CENTERS MAX. MAX s° MAX. 62" MAX. 0 tt, ROY FRAMF MAX. SIZE = 48" X 62" NOTE: FOR ANCHORAGE INFORMATION SEE SHEETS 9 AND 10. a 51 1/4" FRAME O.D. 48" MAX. 1 1/2' 4 1/8'0.a r MAXTYR I r MAX. TYP. 651/4" FRAME O.D. NOf15 P.O.P. O.6QX top {I1 NOKOMIB, F! SP774 i�iJlblY Bettes INTEGRAL FIN MAX. SIZE = 48" X 62" Pw-moINTS12 d 10d 10 581/8" MAX. DLO $190-1 * No.58705 ���,�'•ct STA� OF " ••�� /ONAL S1,,, A LY�ItI'KKL24, P.E• 4"O.C. MAX TYP. 1 112• 4" O.C. 20" O.C. MAX TYP. MAX TYP. MAX. I 581/8" MAX. DLO \ / 63" MAX. — 27 518" 661/4" FRAME O.D. / MAX. / DLO 311/2" MAX. e• MAX. I 6• 12°CENTERS MAX. 4v MAX MAX 58 1/8" MAX. DLO 63" MAX. HALF CIRCLE - BOX FRAME MAX. SIZE = 63" X 31.5" NOTE: FOR ANCHORAGE INFORMATION SEE SHEETS 9 AND 10. P.O. eQX r878 Noxonae, Ft saz�a 6• MAX TYP. HALF CIRCLE - INTEGRAL FIN MAX. SIZE = 63" X 31.5" Pw-wo I NTS 1 3 d 10 1 6190-1 34 5/8" FRAME 27 5/8" O.D. MAX. DLO 31 M1/2" MAX. `�� �,jo•.Jo�ySE • . R �i No.55705 '0 AA TA yo n ' _j' %SOT'••• Floa�oe•:'•C9; �FSSIONA����` A. LMIWILWN. P.E. FL P.E.# 68705 1" OVERALL GLASS NOMINAL 5/16" LAMI GLASS NOMINAL 1/8" ANNEALED IS' ANNEALED GLASS GLASS AIRSPACE AIRSPACE 090 DUPONT 3116" TEMPERED OR PVB INTERLAYER 3116" TEMPERED OR _ ANNEALED GLASS 1/8" ANNEALED ANNEALED GLASS GLASS 0 OUTSIDE - OPTIONAL C FLANGE 13 OR 14 1/2" NOM GLASS BITE 1" LAMI I.G. GLAZING DETAIL WITH 5/16" LAMI GLASS BOX -OR INTEGRAL FIN FRAME (BOX FRAME SHOWN) A lMWAWaWELErMDATWlA6M B NO CHANGE T/B9 SHEET 2 PA. BIjX 1628 Hoxoilr9, FL=74 0 5 OUTSIDE 3 OPTIONAL FLANGE I'OVERALL GLASS NOMINAL 5/16"LAMI GLASS NOMINAL _ .090 DUPONT PVBINTERLAYER 11W ANNEALED GLASS 13 0 14 1/2" NOM GLASS BITE 1" LAMI I.G. GLAZING DETAIL WITH 5/16" LAMI GLASS BOX OR INTEGRAL FIN FRAME (INTEGRAL FIN FRAME SHOWN) ;T GLAZING DETAILS Wn I Picture Window Lame Mlsslle Impi Bern+ -m FU 4 d 10 -wry 5190-1 PRODUCPREV198p as conwng wtthdopkrme .1 ..i�A MiZDaE"Pm Cantto ,ttttt, \-0�p'm LYNN ` *' t Nam. 50705 *' Ix •' STATE OF ot A. LYNN N7 t t �, P.E. B FL P.E.# 68705 1/8" ANNEALED GLASS AIRSPACE 3/16" TEMPERED OR ANNEALED GLASS 4 OUTSIDE OPTIONAL FLANGE 3 7/8" OVERALL GLASS NOMINAL 5/16" LAMI GLASS NOMINAL _ .090 DUPONT PVBINTERLAYER 1/8" ANNEALED GLASS v°R� (- GLASS BITE 7/8" LAMI I.G. GLAZING DETAIL WITH 5/16" LAMI GLASS BOX OR INTEGRAL FIN FRAME (BOX FRAME SHOWN) 2 1/8" ANNEALED GLASS AIRSPACE 3/16" TEMPERED OR _ ANNEALED GLASS 4 OUTSIDE OPTIONAL - FLANGE 7/8" OVERALL GLASS NOMINAL 5/16" LAW GLASS NOMINAL _ .090 DUPONT PVBINTERLAYER _ 1/8" ANNEALED GLASS 9 0 10 6 r GLASS BITE K] 7/8" LAMI I.G. GLAZING DETAIL WITH 5/16" LAMI GLASS BOX OR INTEGRAL FIN FRAME (INTEGRAL FIN FRAME SHOWN) GLAZING DETAILS Po 8qv,� —vinyl Pictun: Window, La a Missfle Im NOKOWA FL 34274 Vai* BUfer Fu s « 10 �"� s1sa, 1 �nuuf ��a1; • .NCENSE' Fp * ' No. 58705 • STA 0 <[/ A LYNf��ItLL��t, P.E. FL P.E.# 58MS — MAX. DAYLIGHT OPENING - - MAX. WINDOW WIDTH HORIZONTAL SECTION (BOX FRAME) IT :LD HOT WELD CORNER ASSEMBLY (BOX FRAME) N0clm 7mssKmT P.O. B¢X 16a NOKOMA FL SC74 OPTIONAL FLANGE — M wln HE VERTICAL SECTION (BOX FRAME) 4ECTIONS & CORNER ASS'Y, BOX FR 11n l Picture _Window, Large Missile IMP, Pwaxo HAL a .110 5190-1 * N..58705 ..p• aSKEOFtI •�: A. LYNN fi�rL�L�R. P.E. 3250" 1.938" F TYP. l OUTSIDE J — MAX. DAYLIGHT OPENING — MAX. WINDOW WIDTH HORIZONTAL SECTION (INTEGRAL FIN) HOT WELD CORNER ASSEMBLY (INTEGRAL FIN) NOKOMIS, A 3#M P.O. BOX 1629 NOXOM/8. Fi.3dY79 3.250" OPTIONAL FLANGE — MAX WINDOIA HEIGHT .niy# i PW-= MAX. DAYLIGHT - OPENING I VERTICAL SECTION (INTEGRAL FIN) INTEGRAL FIN s Window, Large Missile Impact HAL 8 7 d 10 5190-1 � � No- 58705 SIAIOF SS/ONAL A. LY4k MILLW P.E. FL P.E.# 68705 ITEM DWG NO. PART # 1 5165 65165 2 5135 65135 3 5109 65109 4 8483 65148 5 6492 1 65112 6 7 INTEGRAL RN FRAME HEAD, SILL & BOX FRAME HEAD, SILL & JAMB FILLER - INSTALL HOLE COVER SDL 7/8" I.G. BEAD STD 1" I.G. BEAD DOW 1199 SILICONE !!O LHIYII I.V. VL/1�: JI10- IGYIITJ�CUVVIDN/1IVJ- 9 AIRSPACE-1/8" ANNEALED- .090 PVB INTERLAYER- 1/8" ANNEALED (5/16" LAW 7/8" LAN I.G. GLASS: 3/16" ANNEALED OUTBOARD - iQ AIRSPACE- 1/8" ANNEALED- .090 PVB INTERLAYER- 1/8° ANNEALED (5/16" LAM) 11 12 1" LANE I.G. GLASS' 3/16" TEMPERED OUTBOARD- 13 AIRSPACE-1/8" ANNEALED - .090 P/B INTERLAYER - 1/8" ANNEALED (5/16" LAM) 1" LAM I.G. GLASS: 3/16" ANNEALED OUTBOARD - 14 AIRSPACE- 1/8" ANNEALED- .090 PVB INTE iLAYER- 1/8" ANNEALED(5/16" LARD No)Cmst FL 34M NOKWWB. R Saar P.0. BWf 1GlD 3.625" t- 1 2.000" .060" 2.1 .268" ITEM 3, INST. HOLE COVER MAT'L: White Ridged PVC by MIKRON Industries, Inc. DWG NO.5109 3.250" ITEM 1, INTEGRAL FIN FRAME MAIL: White Ridged PVC by MIKRON Industries, Inc. DWG NO.5165 ITEM 2, BOX FRAME MAIL: White Ridged PVC by MIKRON Industries, Inc. DWG NO.5135 Vinyl Picture_Kmd, wLarge e Missile Imp. N F m " 8 w 10 Coro. 5190-1 .803" ,215" .035" J ITEM 5,T 1" I.G. BEAD MAT'L: White Ridged PVC by MIKRON Industries, Ina DWG NO.6492 .828" jj� 272" .040" 1 .070" ITEM 4,� 7/8" SDL BEAD MAIL: White Ridged PVC by MIKRON Industries, Inc. PRODUCTRBVISED w Gon1*i"8vd%IhoFiorWa Dua ft owk AcxpgntaN" .� I B Miaau Da ct(katmt LYNN O * ' No.55705 s /,, S/ONAL EN�� A. LYtJ�II�ILL��i, P.E, FI P C iF rp7(It. 1 /4" MAX. SHIM —►1 1 3/8" MIN. 2x WOOD BUCK (SEENOTE4, SHEET 10) OPTIONAL FLANGE 2x WOOD BUCK (SEE NOTE 4, SHEET 10) r- 1 3/8" MIN. 1/4" 1 MAX. OPTIONAL SHIM FLANGE 510 1/4" MAX. SHIM � 1 3/8" MIN. OPTIONAL FLANGE �2x WOOD BUCK JAMB - BOX FRAME HEAD - BOX FRAME SILL - BOX. FRAME SHEE710) 4' THROUGH FRAME INTO 2x WOOD THROUGH FRAME.INTO 2x WOOD THROUGH FRAME INTO 2x WOOD OOD 130 MIN. 3.6KSIMIN ( CONCRETE S SEE 4CK (SEE NOTE4, 3/16° ULTRACON 1 /4" MAX. SHIM - ►� OR 1.5KSI MIN. CULF SHEETS) 1 318" MIN. IX WOOD BUCK (SEE NOTE iz WOOD BUCK 1/41' SHEETIO) (SEENOTE4, MAX. SHEET lo)' SHIM )Fm 1/4" SHIM FLANGE, IBM AUN.CONCRETE OR 1.5 KSI MIN CMU J °' 1 in. JAMB MIN. JAMB - BOX FRAME HEAD BOX FRAME SILL - BOX FRAME THROUGH FRAME INTO CONCRETE THROUGH FRAME INTO CONCRETE THROUGH FRAME INTO CONCRETE 1x BUCK OPTIONAL I BUCK OPTIONAL 1x BUCK OPTIONAL OPTIONAL -. FLANGE ��mv U 3/16" ULTRACON lxWOODBUCK OPTIONAL RANGE FL (SEEIVOTE4, SHEET 10) -�•� 8° S @ 10" O.C. MAX 61 "1"' DIM. MAX. (48° M") SPACING 12" O.C. 8" 9P DIM. (Gr MAX) -NOTE 1. FOR ALL U2 CIRCLES START ANCHORS 6" FOR WINDOWS LESS THAN 40", USE 12" ON CENTER DIMENSION. FROM THE CORNERS AND A MAX OF IT O.C.. rsaaeex var QO. 11P1NDB 114�A I PERMWMFDADELE7TERDATED IW31/OB I 1—=--- nomma FL ti I7— Vln /Picture Window, La a Missile Im L NOxWWB, Ff.8427T ' 1,111bl, Better Btl1a"" - awe 1'- Pw-5T0 NIS 9 n 10 $190-1 ON`{ LYNN No.58705 AaSTAT60 (I •�!/�� Oda ..•. FLOR.... A. LYNN IA�IrLLER, P.E. - FL P.E.# 58706 - -- - 1 /4" MAX. SHIM • 4 1-+ .131' DIA. x 11,21 NAIL, 1 112'MAX. FROM CORNERS 41/8.O.C., TYPICAL FOR RECTANGLES, SQUARES, S 112 CIRCLES. 2x WOOD BUCK NOTE 4) 2xWOOD BUCK 1/4" MAX. (SEENOTE4) SHIM OPTIONAL OPTIONAL FLANGE 1/4" Jj FLANGE GE SM 131'DI4. x 1 112'NAIL, �vo T .13f*D1A.x11/2'NAIL, 1 U2'MAX.FROM CORNER 1 1i2'MAX FROM S 4 Iff O.C., TYPICAL OPTIONAL FLANGE CORNERS 4118' O.C., FOR RECTANGLES, TYPICAL FOR RECTANGLES, SQUARES, S Vi2 CIRCLES. 2z WOOD BUCK SQUARES, S I& CIRCLES. (SEE NOTE 4) JAMB W/ NAIL FIN HEAD W/ NAIL FIN SILL W/ NAIL FIN THRU NAIL FIN INTO WOOD FRAMING THRU NAIL FIN INTO WOOD FRAMING THRU NAIL FIN INTO WOOD FRAMING NOTES: PRODUCTREVISED 1. FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED 3/16" ULTRACON, EMBEDED 1 3/9' avmmmoyla "howFludde awTatnaca r MIN., DISTANCE FROM ANCHOR TO CONCRETE EDGE IS V MINIMUM. 1aOC°N° �PO1 2. FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY, USE #10 STEEL SCREW, EMBEDED 1 WW MIN.. 3. FOR INTEGRAL FIN APPLICATIONS IN MIAMI-DADE COUNTY, USE 10 DIA. x 1 11T NAIL. Prouua rto 4. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 110. 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 "' 1 ���`0pNx LYN.N,Mid����,, ��• ' '•�Fp HAVING JURISDICTION. 5. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063-TS AND A MINIMUM OF 1/6" THICK. THE �10ENS�c 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 #10 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE _ N0.58705 i ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ULTRACONS MAY BE USED * ��p••,• STATE OF ; �' ORID�` = • , ,��'�is`,SIONAI. G. 1112&W aA PER MIAMUMELETTERDATED fmim Tula feumcmu i6•DRIft ° DETAILS INTEGRAL FIN J. tafairf s ruocilAraoeTHIS sfiEEr Noxa+bsXTa _r_c;TANCHORAGE Vln 1 PiC(ure W/rtdow, La a Missile Impact E�G NoxouL to sazTa A. LYISIWMILI16, P.E. mr.: Visibly Beta" serae.� "` �'^°"" "" p,G. &pq� PW,820 NTS 10 10 5180-1 8 FL P.E.# 68705 � LE COPY M IAM I•DiADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) Nyw%v miamidude.gov/uera/ 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 PERA - Produet 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 " 1GT+�ielippddEztral'ed 'k umimdm tabirMeallAQzt - L.Mwlfli APPROVAL DOCUMENT: Drawing No. 630031t, titled "Impact -Resistant Aluminum Tube Mullions", sheets 1 through 22 of 22, prepared by manufacturer, dated .08/29111, 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 RATIN ;pia er dSanall�ilissilelinpact_Rsistan 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 MOA # 10-0819.05 and 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. 1!iUA iYv��t�,i°:t19, 22 Expiration Date: May 26, 2016 Approval Date: December 08, 2011 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 6300JR, titled "Impact -Resistant Aluminum Tube Mullions", sheets 1, through 22 of 22, prepared by manufacturer, dated 08/29/11, 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 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 05105111, all signed and sealed'by Marlin D. Brinson, P. E. (Submitted under previous NOA #Ili 0819.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2007. and FBC-2010, prepared by manufacturer, dated 09/20/11, signed and sealed by Anthony Lynn Miller, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance with the FBC-2007 and FBC-2010, and no financial interest, dated June 06, 2011, signed and sealed by Anthony Lynn Miller, P.E. 2. Proposal # 10-1070-R issued by BNC to PGT Industries, dated 01/07/11, signed by Ishaq I. Chanda, Product Control Examiner. G. OTHER 1. Notice of Acceptance No. 10-0819.05, issued to PGT Industries, for their PGT Series Aluminum Clipped Mullion — L.M.I., approved on 05/26/11 and ' ing on 05/26/16, G� 4 M ue Perez, P.E. Product nt I Examiner NOA No.11-0922.01 Expiration Date. May 26, 2016 Approval Date: December 08, 2011 E-1. SUITABLE FOR ALL LOCATIONS REQUIRING NON -IMPACT OR LARGE AND SMALL MISSILE IMPACT -RESISTANT PRODUCTS FIGURE 1: MULTIPLE FOPENING WIDTH FOR VERTICAL MULL MULLIONS / -� sEEDETr 2 - SHEETS ET23 ii SEE OETAILS / 1 BHEET823 `\ 1 / VE U. MULL LENGTH L HORIZONTAL MULL LENGTH GENERAL NOTES: 1) DETAILS SHOWN ARE FOR THE MULLION ONLY, ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE FENESTRATION PRODUCT INSTALLATION, TYPICAL APPLICATIONS ARE SHOWN. EACH SITUATION IS UNIQUE AND SHOULD BE EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD. OPTIONAL 1X OR 2X WOOD BUCKS IF USED, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. ARCHES TO BE INSCRIBED INSIDE 2) THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS. MULLIONS RECTANGULAR HAVE BEEN TESTED AS 'FREE-FLOATING"AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS, BUT SHALL SHAPE NOT HAVE A GAP OF MORE THAN 114' FROM THE CLIP. /IIISEE 0127AIL ---- 1 aTHRUG; SHEETG23 1 �I OF /SEE DETAU A•D,G.H. SHEETS 2 3 HORIZONTAL — MULL LENGTH ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: HORIZONTAL -BEEDETAILE. MULL -SHEET 3 FENESTRATION PRODUCTS MAY -BE OF AWTYPE. MUSTBE MANUFACTURED BY PGT. 3) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN LH8D. THE 1/3 STRESS INCREASE WAS NOT USED IN THIS ANCHOR EVALUATION. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. 4) PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 6) USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND ANCHORAGE FOR THE COMMON MULLION, SEE EXAMPLES ON THIS SHEET AND SHEET 21. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES. THE LOWEST DESIGN PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. 6) WHEN FINDING YOUR SRE IN THE MULLION TABLES, ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S). 71 ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE COATED OR CORROSION RESISTANT AS APPROPRIATE FOR SUBSTRATE MATERIAL DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT REACTIONS. 6) REFERENCE. TEST REPORTS: FTL-S443; ELCO ULTRACOWAGGRE-GATOR NOAS; ANSUAFBPA NDS FOR WOOD CONSTRUCTION; ADM -ALUMINUM DESIGN MANUAL 9) MULLIONS AND CLIPS LAVE BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, AND ARE APPROVED FOR IMPACT AND NON4MPACT APPLICATIONS. MULLIONS ARE ONLY TO BE USED WITH PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. 10) MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ. MILL r—OPEN0M7 WIDTH-1 1----HORIL MULL LENGDI--1 '1 LENGTH I'- 1 OPEC HEIGHT OPEL M LL d p FOR HEIGHT LENGTH v / MMULLOIR17 VMULL ERT. L L LDTHIEN % LEN SINGLE MULLION SINGLE MULLION �VE WO FOR v6ancALLWu OPEHNO Im FOR VERTICAL MULL SEE CORRESPONDING DETAILS FROM FIGURE 1 ABOVE. MULTIPLE MULLIONS INSTRUCTIONS: 1) DETERMINE THE DESIGN PRESSURE REQUIREMENT (LBS/FT') FOR THE OPENING USING THE ASCE-7 STANDARD. 2) CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH. 3) REFER TO SHEET 22 TO DETERMINE IF THE WIND LOADING IS "RECTANGULAR" OR'1'RUWGULAR/iRAPEZOIDAV. GENERAL NOTES_.....„.__.._._„_ 1 INSTRUCTIONS ............................1 ELEVATIONS ..... .............. _......... I MULL TO 2X WOOD..........„......... 2 MULL TO 1X & MASONRY...,.....„�„ 2 INSTALLATION NOTES ............... 2 MULLTO MASONRY..„..„.„.„...... 3 MULL TO STEEL STUD.........„.__„ 3 MULLTO MULL......._...._...._._..3 ANCHOR SPECS..._..__-.-.-.-. 3 ALTERNATATE CLIPS.._.­.._._.4 BAY NULL INSTALLATION_...„- 4 1 X 2 X.126 MULL SPECS .._........ 6 1 X 2 X .378 MULL SPECS.„..._.„_ 6 1 X 2.76 X .376 MULL SPECS ------- T 1 X 2.75 X .66 MULL SPECS...._.._„S 1 X 3.125 X.600 MULL SPECS....._ 0 1 X 4 X.128 MULL SPECS ------- 10 1 X 4 X .376 MULL SPECS.._.____l1 1.26 X 3.188 X S66 MULL SPECS..12 2 X 4 X.25 MULL SPECS.._....„..... 13 2 X 6 X .26 MULL SPECS___.... 14 1.26 X 2.11 X .125 MULL SPECS.... 16 30• X 3.25 BAY MULL SPECS._.... 16 46• X 325 RAY MULLSPECS....._ 17 MULLION &CLIP DIMENSIONS......18.20 EXAMPLES 1 & ..... LOADING EXAMPLES..__,_........_. 22 4) FIND THE CHOSEN MULLION'S MULLION CAPACITY 03SIM FROM TABLES 1A THROUGH 13A, ON SHEETS 6 THROUGH 17 RESPECTIVELY, USING THE MULLION TYPE, LENGTH AND OPENING WIDTH OR HEIGHT (DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY). THE MULLION CAPACITY (LBS/FTT) OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT (LBS/FTs) 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 MULLION CAPACITY. 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. 7) IF THE MULLION CAPACITY ILBS/FT') OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT (LBStm) FOR THE OPENING, YOU MAY USE THE "ANCHOR CAPACITY ADJUSTMENT FORMULA" TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED, WITH THIS VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE 8) VERIFY THE DESIGN PRESSURE RATING (LBS/FT') FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION CAPACITY (LBSIM 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 NOA TO APPLY FOR A PERMIT. the Fkdds' V OF 810NA� A. LYurlow11IIIE'i�, P.E. FL P.E.# 58705 DETAILA., MULLION TO 2X WOOD BUCK MULLION OR WOOD FRAMING (OFFSET CLIP SHOWN) j MULLION I 1 SEE SHEETS HRTtE1 I 18�FOR HOLE STANDARD.� I LOCATIONS OFFSET MULL 4 EDGE m CLIP MAYBE 1 d DISTANCE m DlBTALLEDay 4 • e. 11 FOR WOOD THIS METHOD. ° . SCREWS 2W MAXFOR :.° •a ALLMULUMS 4 ° a 4 d 4 EXTERIOR ° ° °. TYP. ANCHOR PER SUBSTI SUBSTRATE, BEE TABLES SEE TABLES IB•109 EDGWEND DISTANCE SEETABLES BUCKSTRIP 1B-10B AND r ATTACID,IETIT. f„ `•' BY OTHERS, '.• -;•,. +�•} ;':j: �; '..r.-..-. SEE NOTE I, - .. _. SHEET I. •• SIDE VIEW FRONT VIEW INSTALLATION NOTES: 1) ANCHOR EMBEDMENTTO 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, ERHER 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. 5) FOR MASONRY APPLICATIONS IN MIAMI-DADS COUNTY, USE ONLY MMODADE COUNTY APPROVED ELCO ULTRACON OR ELCO 114' S.S. AGGREGATOR MASONRY ANCHORS. DETAIL B: MULLION ATTACHED TO 1X WOOD BUCK AND MASONRY (STANDARD CLIP SHOWN) d 4 4 , t e. 4. �.° EXTERIOR EDGE DISTANCE FOR MASONRY ANCHORS AND ATTACHMENT BY OTHERS, SEE NOTE 1, SHEET7. Y. M. 27103I . e• ~.`. CONCRETE OR CMLI' �_ EDGE DISTANCE FOR MASONRY o ANCHORS 1 1 • d' d A O da �4' 7YP.ANCHOR PERSl1BSTRATE. BEE TABLES 1840D BUCKSTRB° AND ATTACHMENT E�MENT••;}::"' ;`y• BYOTHFRS, EMS f .lam SEENDMI, i , ; •..•; �, ,.f � SHEET 1, MIN 27 KSI CONCRETE OR CMU FRONT VIEW PER SUBSTRATE, on BEE SEE TABLES 1S•108 r� SIDE VIEW EITHER THE STANDARD O OFFSET MULL CLIP MAY BE INSTALLED BY THIS METHOD PRODUCTREVISBD as colnoyft etlh the Flod& BuBdGlgCode Amepleaco _ IrallOa Ruto f�i By Pradaet �111111111/ fr • ND. 58705 O �IAs 11 STATE OF "�S ; •• FLORIOP' 10NA1- ` A. LYff N IMILLR, P.E. FL P,E.# 58705 DETAIL E: . DETAIL C: —t 1� wN, MULLION TO MULLION INTERSECTION NOTES: MULLION DIRECTLY ATTACHED TO ^�, a NuwoH (U-CLIP) 1) MAY BE INSTALLED IN "TEE" OR "CROSS° MASONRY STRUCTURE c! (STANDARD CLIP SHOWN) INTERSECTIONS. c V 2) MAY BE INSTALLED HORIZONTALLY (SHOWN) OR VERTICALLY, 03 EITHER THE H I I PER SUBSTRATE, Lc 3) SEE U-CLIP DRAWINGS, SHEETS 1&20 E STANDARD I I SEE TABLES I&1013 OFFSET MULL I I TOP VIEW FOR CORRESPONDING MULLION. Z I INSTALL y II I 1 EDGE DISTANCE MULLION THISMETHOD. 1 I� ° 4NFOR VARIES+—�I I f 912STEELSCREWS, 114 I ° . ELF -DRILLING OR PR&DRIL MUwONANDUSESMS w CD O MULLION }- EXTERIOR 44 4 a m EDGE DISTANCE F'()RMASONRY ANCHORS 4. ZIINTER ECTION •E 1 Bfi EXTERIOR Q Z TYP, ANCHOR • .4 PER SUBSTRATE, SEE . Q • O C�O1 SEE TABLES 19.106 SEE SHEET$1840 FORANCHOR ~ BUCKSTRIP 7YP SUBSTRATE. HOLE LOCATIONS N g Ji AND SEE TABLES 1&109 FRONT VIEW EDGE " Y ATTACHMENT DISANCE SEE T TABLES F= (n 1&10B Q Z Q EQMFNT_ SEE NOTE I,' EMS SHHEEEET I. 1 .. .. EWESEE TABLES Ii MIN 22KSI CONCRETE OR CMU,MIN 2.7 KSI•CONCRETE OR CMU 10408 SIDE VIEW ' FRONT VIEW SIDE VIEW DETAIL D: MULLION ATTACHED TO STEEL STUD (STANDARD CLIP SHOWN) INSTALLATION NOTES: STRUCTURE rIG . ANCHOR 1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO, SUBSTRATE, TABLES 18.1062) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION BEESHEETS ® PRODUCT REVISED ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE, THE 1840FOR Its C0"mI�with theFlodit CORRECT QUANTITY AND LOCATION OF ANCHORS MUST 13E FOLLOWED, REFER TO THE TABLES ON THE HOLE DDWIdingC dFOLLOWING SHEETS. FOR DETAILS A-D, EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. LDDAnoNs8ieti Iml3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHEAD. LLION BY MI4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C, SHEET 3.6) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED DISTANCE0��ELCOULTRACONORELC01/4'S.S.AGGREGATORMASONRYANCHORS. DSTHINNERTHAN SEETABL�FRONTVIEW PLIANTWITHTHEFLBUILDING t&toe,OD BACKER MUST USED. *';' ND. 58705 ATTACHMENT BY OTHERS EXTERIOR USEWOODANCHORSPECS SIDE VIEW NOTES: (I R' • -.a .. 13.1s U �= 1) FOR 2X WOOD -BACKED STEEL STUDS, WOOD ANCHOR VALUES MAY REUSED. ���•�L{S • FC ...... 2) SEE CORRESPONDING MULLION TABLES, // Sl 0NA� ,1,`\ SHEETS &17, FOR QUANTITY OF SCREWS. A. LYNN 111 LiR, P.E. FL P.E.# 58705 DETAIL F: FIELD -MODIFIED MULLION CLIP (F-CLIP) SEE DETAUB A E, SHEETS 2 AND 3 FOR DISTALLATION X TO SPECIFIC SUBSTRATES. SIDE VIEW SHOWN WITH 1•X4•X.126' MULLION DETAIL G: ANGLE MULLION CLIP (ANGLE CLIP) 0 O O O TOP VIEW I j I I I I 1 I I SgETABLE8IB•11B I I I I I j Ij I 11 I I I I I 11 I I rxex.126• I ANGLE CLIP. j I I 2 PER MULLION END, I I I MUST BE INSTALLED I� I INSIDE OF MULL. I I 1 INTO WOOD, L� STEEL,ALUM EXTERIOR OR MASONRY NOTES FOR INSTALLATION OPTIONS R 1) DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.2(° X 2.11• X .125• MULLION. 2) SEE TABLES 1 S-10B FOR ANCHOR QUANTITIES AND SHEETS 18-20 FOR HOLE LOCATIONS. 3) THE 2X5 CLIP IS NOT SUITABLE FOR THIS APPLICATION, / Y FDBEDN�aCN � DETAIL H: BAY MULLION INSTALLATION (ANGLE CLIP) TYP.ANCHOR I i—PER SUBSTRATE, SEE TABLES I2H OR 13B EXTERIOR 2•%6"ANOLE CLIP, 2 PER MULLION END, MUST BE INSTALLED INSIDE OF BAY MULL m 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-11B FOR ANCHOR QUANTITIES AND SHEETS 16-20 FOR HOLE LOCATIONS. 3) DETAIL H: SEE TABLES 12B OR 13B FOR ANCHOR QUANTITIES AND SHEETS 18-20 FOR HOLE LOCATIONS. Rig di PRODUCT REVISED as comNy1r4l with the F1mfa11 Bu1ldiBgCode Aecectmlcc No V-n92q c (i •`L1111111� -' . 'P 58705 i Oil` �'•., FIOR\Op: '• �h � '4 `S'SlONAL ,1•` A. iY1JI I �llii`ER P.E. FL P.E.# 58705 TABLE 1A TA13LF 1R Anchor Capac4 Table (Ibs) SubsWe: 27k Cotlomte &MCOnmi H.IIWCMU i F91e0CEa1 PTWood Mafst Anchor Clip Petlem9 Ancharlype 3118 Efoo USreeon 1/0• Eioo llilrtm 6J1TEko u3nmen 3118' Eloo I12 YCen 1H' Ow Ul0eeal 1/P SS Mw ApOroaetar &IV Elm Ulm= 1/4•SSEtoo Appr40ela W706ted Seem (" 9126ted SCtsw (O5) Mated Sonm (Oa) Edge 07elerce pn); 1' 2.1/2' 1' 2-IIr 3-1w r 2-vr 1• 2.1/r r 3-wr r 0.4r 0.64• CAW Embedmme 0* I -WC 1,arr 1-7/4• 1"w 2' 1-vd• 1-v4• 1-1J4' 1.1w 1.1N" 1-w r 1.'1ie' 1.316• see n41s 4) 2 And— ® 4.76' Mln. G / standard m Offest CUP az1% 1; 3W Ibs 3901hs 4601be 890 M. 1544 [be 2701bs 2e0 ibs 35416s 740 as 46816e U84Ibe 1152 fbe 3 Ids 4201 65o me 4 Archare 01AV WrL O.C. J SIPtldetd (ot 06ss1) CUP (FILL 2k 430Ibe 7001bs WA WA WA WA 36016e WA WA WA WA WA 56210e 64016ssib. 4 Alxhole ®S Mln O.C. I i212e6 Angle Dlpe / (Ftp. 3): 7e0 U» 7801be 580Ibc 1649 tbs 1596 me 6401tb 6601tn WA 790 Ibs 030 Uu II80 la ?9541M 5621hs 040 Ibe 2 Anehm 4S OA5• M m D.C. / Li4MN Irdo 1/8° Atum, ft. 4k WA WA WA WA WA WA WA WA WA WA WA WA WA WA 1 Atxhv/F-00(No. try. 10S me t051De 2251bs 445 Me an me 135Ibe 1401bs 177 has No 234 f� 3321tn 681 If» 1631he 2101be 2Anehge ®1.16' Mln O.CJ F-Mp (HO. 6): 210 ms 3601b9 WA WA WA WA IN th WA WA WA WA WA 3251bs 42016e NOTE: FOR THE OFFSET CUP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: FIGURE 2: 0 FIGURE 3: ANGLE CLIP MUST BE USED IN PARRS. FIGURE 4: FIGURE 5: FIGURE 6: ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP,w)X(ANCHOR CAP.,,—%aANCHORCAP._ 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 CAPACITYTABLE. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20, 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-00. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6083•T5 AND BE A MINIMUM OF .126' THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (16 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, the FIwid4 r/ \1111111}-/ NSe a No. SQ Lu Z / FST TEOFtl A LYtf MILLER, P.E. FL P.E.# 68705 TABLE 2A TABLE 2B A7lehor Capacity Table (ft) S�abeta: z7k Donate 3.1ak cons m wCMU I RiedCMU PT oo0 Metal ADChofClip P8801ne AncW t)rM 3116• El. Utreoon UP tSeo Ulbeean 5118• Eice Los, 3118" Elm Ullman Ile Elm Ulmean " 66 Eloo AggreGale, 6ri6• Elea IA—. ire• BS 040 Agg.Gmer 4108119 Sorew(GS) 11123114 G.—(GO) 012 Sleet aemw(G6) Edge Dlatarce(InN 1. 2-112" 1' 2.1fr 3.11F r 2.tlr 1• 2-1W 2" 3-Iw r 0.45" 0.84" 0.324' Embedmem(Inl• VVe 149, 1414• 14p" 2- WE 1-114• I -Ile 1.114' 1-IW 1.114' r I-W I-wr (I-roo 2 Anchma Q4.7W WrL O.C. I Standard or OHed 01p(Fig. 1): 30016e 3001b4 460lbs 88DIba 1044Its 2701R7 2801be 3541be 7401ba 408la 6841ba 1102104 3261b5 4201be— WD Mg 4 Anchmt Q I.lr 9In. O.Q I Standard (or Olael) 011p (Fig. 2); 459 IFm 700lb4 WA WA WA WA 380 R. WA WA WA WA WA am Ise so We 1120 ft 4 AlwMrs ®3" Min. O.Q / (2I 2s6 Angle Up / (Fig, 3): 7801hs 7801De 680 Wa 1600IW 1B961ba 610 ms 660 b NA 760 Ws 036 Me 8W me 23841W B52 me 840 Its 11201bs 2 Anchors Q 0.4r Ian O.Q 1 UCRA IntO IW AkM (fig. 4) WA WA WA WA WA WA WA WA WA WA WA WA WA NA 7161G 1 Anobor / Fcdp (Mg. 61 1951ha 195,Poe 2281be MSWa 6221G 136 We 1401bs 1771ba 370 ma 2341te Mies 591 We 163 We 210 WI 280 We 2 AmMm @ 1.tr Min. O.CJ F-0Op (Flg. 6); 2401bs 350 We WA WA WA wA 1809. WA WA WA WA WA aW We 4201(q Wo Wa v l E: rum I HE UrrsE I "ir, Use I ne sAme ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1- FIGURE 2: O FIGURE 3: Fo- 0 11 F ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 4: FIGURE 6: FIGURE B: • • a2! �M11V—A4117 =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 By cOmMYing with 11m FLorlds Building COde 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. Acceptance NO SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. -j 1.000- — BI I Date 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND10R OPENING WIDTHS IS ALLOWABLE. By Meld o duct' 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18.20. 111 1 11)11) ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN 2.000' THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18.20. L ��� pC�V ••••..��CC �i� LYNN 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED 376' 'r CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED * : No. 58705 YELLOW SOUTHERN PINE WITH AN SG OF 0.55, ALUMINUM SHALL BE 6003-T5 AND BE A MINIMUM OF.126' 1" X 2°X 376"MULLION - 58 THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND .046' 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 ���'•. STA i�.� ' •• FCORIOP.•' C22 A. LYNIVMILL�R, P.E. FL P.E.# 68705 TABLE 3A AMLC 6B An hor Capactly Table(Ibs) SubWntle: 27k CorolNe 3.6k Cenc. I Hw—cmu F01ed CMU Fr WeOd Me111 AneF10rCOpPettem9 A,-t w Type: SOW Soo U2neon 1IP Eke U01e4an SNP Elco Luawn 3116° Qw UDmcon 1W Etco U0laecn UP 88 FJm A921aGetw 611T Elee t111econ UM SS Eko A22reGetw N10 Slw1 8—(135) 012 Steel Scrc (G6) #12 Steal Su (06) Ed2e lim me 0n). 1- 2-iw 1' 1-tw 2-W 1• 2.1ir T 3-uIr 2' OAV 0.64' maw 2 AnChm G 4.78 Min. 0.01 Embedment 0n): StandaW w Cft qlp ffb, 1R 13/4• 390 We 14W' 9901ba I-W4' 460 We 1.314'P 600 We We 1-VP Zee IDS 1-i1P 369 Wa 1-t(4' 740 Wa 7.114' 46B Wa 1.114" 666Ibs 2' 1162Ibe i-3w 328 a 1316' 2016e (ew role 4) 6801be 4 Ancleom ®1.16' Min 0.0,1 StrWmd (w oft I) qlp ff12.2): 430 We 7001be WA WA 330Iba WA WA WA WA WA 0621be 84016a 11201be 4 Ambom(a 3" Min. O.G 1(2) 216 A1gte C0pa1(FI2. 3): 71.16e 76DIba e6DWe 163o Wa.be WWA DI" WA 7601be we We 660lbs 23541be 652 Me 8401be 1120MA 2 Mcheu ®0.46' Min. Q0.1 UGip. Into 1!6° Alen' (Hp. 4y WA WA WA WA WA WA WA WA' WA WR WA WA 710 Wa 1 Anehw! F-Cllp (FI2. 67 196 ibe IS$ lea 225 We 446 Me t. 140 Me 171 Ib 370 W. 234 Bu 9321ba 691 Ws 16916e 210 Me 200 We 2Amtma (d11.16'MIn. O.CJ F•gIp IFlD•0); 2401be 350 We WA WA 19DIW WA WA WA WA WA 324 Wa 420 Wa 660 We vrrvc, , c--MAINlMV!lrAt lCKI4ANUANI;hUKVALUt,Ab I HCbTANI7AKDCLIP. FIGURE 1: FIGURE 2: O O FIGURE 3: ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 4: FIGURE5: FIGURER: CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 21. Ale num -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 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. ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 113-20. 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-TS AND BE A MINIMUM OF.12V 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 111111/115, * No.58705 * / �• S%[ViOl' �j ��' • ...IcCORIDP.•' ���� NAL E� A. Ll1'I()N Nd !LiR P'E. FL P.E.# 68706 TABLE 4A Mullion Capacity Table &W Opening Wldfh (forverlicellyepaniting mfdlions) or Opening Height (for horizontel"pannIng mullion9) 50In 601n 701n 8DIn 001n 1001n 12Dm 140 in 181) 1. 1X276X .860 Alum. Readdinder loading TrepfrAmp. Loading Reeler uler Loading TwprInarc. Loading Redergula Loatlbg TreprMang. Loading RectengWer Lo.di1g ImplTdmg loading Rectenguter Loading Teprif i. LOWIM RectorWaf Loading TaprTAarg. Loading RectmgWot Loading Twi Tivo. loading Redergtdar Loading TrWTIlar.. loading Redanipbf Loading TrapRdang. Loading Tube Mullion 3c drc a § r r g r a' ••'1 yid n Lt -3¢ grg r goo r r r r d i did i _ _ 1i tT Zli 421n 170.0 620 170.0 435 17RO 744 170.0 478 17MO 1 858 170.01 506 170.0 992 170.0 619 170.0 ills 174XO 521 170.0 1240 170.0 5M 170.0 1488 170.0 621 1S&? 1620 170.0 621 190.8 1520 170.0 621 48 in 170.0 708 170.0 524 170.0 850 170.0 580 170.0 092 170.0 630 170.0 1133 170.0 Gal 170.0 1275 17¢0 On 170.0 1417 17¢O Waal 141.7 1417 17¢0 Gas 121.5 1417 170.0 680 106.9 1417 170.0 680 69.675In 170.0 747 170.0 583 17MO 898 170.0 631 170.0 1048 170,0 604 170.0 1105 170.0 723 162.6 1288 17QO 747 146.3 1268 170.0 760 121.9 1288 170.0 758 104.5 128a 170.0 75a 91.4 1286 170.0 76a 541n 170.0 797 170.0 012 17¢0 SW 170.0 691 170.0 ills 170.0 754 160.7 1130 170.0 803 133.9 113D 170.0 a37 120.E 1130 170.0 858 10015 1130 17¢0 881 Gal 1130 170.0 sell 7S3 1430 170.0 sell 601n 170.0 835 170.0 701 148.E 915 16L7 761 12&5 Ole 144.5 740 100.9 915 132.3 735 07.8 915 123.9 726 87.9 915 116.5 720 73.2 915 114A 715 828 916 114.4 715 54.9 915 114.4 716 03In 181.8 s90 167.9 7is 128.6 830 130.9 690 108.4 930 123.2 as1 91.9 830 112Z 870 04A eso 104.6 fi62 78.9 890 9D.4 658 819 B30 B4.b 848 64.2 esa 94.1 649 47A 690 94.1 049 {{ 'S1 C 88In 1321 767 140.0 H60 110.0 767 11&8 83s 949 757 /03.9 824 626 757 B&7 814 73A 787 Bat 608 O0.0 787 84.2 800 6S0 767 78.0 583 47.2 757 782 391 41.3 757 78,2 691 raj 72m 101.7 638 100.6 562 848 698 81.0 640 727 696 60.1 530 69.0 a39 72.2 621 86.8 688 Ba.B 614 50.8 636 a23 SOB 424 638 67.2 60D Be8 636 55.3 497 31.8 e36 80.2 497 78 bl 6&6 671 90.A 4B8 721 571 70.E q88 e . 71 67d 479 69.1 5T1 60.6 q71 40.0 571 55.5 484 43.2 571 51.8 459 3&O 571 47.0 461 30.0 571 44.8 447 27.0 571 44.5 440 76 in 80.0 542 83.4 474 60.7 642 70.0 485 57.1 842 62.1 458 Me 542 65.7 449 542 51.0 44 440.0 642 47.6 437 33.3 642 429 420 2&8 642 40.6 425 25.0 542 4a1 423 10In521 407 63.7 381 4&4 407 45.4 355 372 407 39.0 S49 326 407 35.3 341 407 321 3W 28.0 497 20A 994 21.7 407 Z¢t 8Z7 18.6 407 74.1 322 10.3 407 2&0 319 061n 429 3W 44.1 32D 35.8 We 37.2 314 30.7 358 324 309 Z0.8 30 28.6 304 r44.4 359 201 300 21.5 355 24.0 268 17.0 258 21.0 289 15.3 358 fat 294fO81n30.1 2W 2&1 253 20.9 251 21.5 283 22.5 247 7a3 iB.9 283 10.0 240 1&1 283 1G.6 23711 1N 27.8 2-6,2:0.: 242 23.1 257 23.6 238 1e8 %7 20.6 225 17.3 267 10.9 231 267 10.5 27B 1ZO In Z20 209 VO 220 18.8 205 1ST 229 1&2 Z02 TABLE 46 Anchor Capacity Table gba) SuWWW. 2.7k Confab &6k Coro. rlOMCUU Filled CMU Fr Wood Metal AnehorCloPattarrs Aflchwlype: 3116' Elm LOtlawn ilr Eloo Ultrman W1r Qco Utraeon 9/1r Eko I1Oreeon v4° Eko Ulncan llr 6S Eloo AggreOalm Ultracon 6116• ElmbWA Y10 81ed 6crm(G6) 012 fired aeen(G6) Melee] scniw(G5) Edge DWI -(to): I. 2.117 1• 2•lir 3.1r8• P' 2-rrr 1• 2-11r r 3.1r0•a46• obr aw Embodmcllt(in): 1.Ur 14W l•3)r 1.Nr 2• 1-1/4' l•tw 1.110 1-vr 1•lw l-vr1-air I-w (Gee note 4) 2 Amhoo S 4.75° Min, O.C.Slandem orOSest CIO (Fig. 1): 39D [be Mau 460 The 8 Ib 1644 nm 270lbs 280lbe 3M 1ba 7401 408Ibc 684IDS 326Ib 42D Iba 500 to% 4 Anchom S 1.16' Ia6 O.C. / 6landefd (or OOaell COp (Fig. 2): 480 Iba 700 nfe WA WA WA WA 380 0w WA WA WA WA652 Mal 0I 1120Iba 4 Anmroro S W Mtn, O.C.1(2) 2x5 Angle Cape / (Fig. 3): 7801bs 780lba Men 1680lb4 1890 Ma 549 ft 560 Ore WA 76D Iba 938 iDs 880 Iba 012110 4 1120Iba 2 AmMro S 0.45• Min 0.0.1 tlCllp, Imo yr aum, (FI0.4). WA WA WA WA WA WA WA WA WA WA WA WA11ba1 Anchor/FlAp(fig. 5): 195lbs 195 Iba 2251ba 445 Rm 822 me 1361ba 140Ibs 17716e 3701bs 230Ib 332 Ibs 163ft 21016t 260Iba 2 Anahm 21AW MM. 04-1 F-Cnp g. : 240lbs 3601ba WA WA WA WA ISO We WA WA WA WA I WA 325 me 4201ba 68016e 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. P nun. bFU' I.■H"JWIMCI\I -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 MAYBE 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 SHEET22 FOR INFORMATION ON LOADING. O O • • SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. FIGURE 3: • • • • ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 4, FIGURE 5: FIGURE 6: M 1111 • • 101 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. ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20. 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 6083-T6 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 V X 2.75' X .650• MULLION PRODUCT 03 conmlvin Li-1111111111Y \1.ON"I. LT NIV 41 * ' No. 58705 ••�'.• ST EOOF ••••�L4 ///7/`S1ONAI. E., A. LYNtd MIMR", P.E. FL P.E.# 68705 TABLE 5A Mullion CapaclIV Table IbeW Opening Width (forverlica*sperining mu6ons) or Openln Helght(forhoftonta*spamn ng mldtons) 5013 001n 701n so In go In 100in 120 in 1401n log in 1" x 3.126" x ReUsrgua, wing Loadingding Ts*MaRg.[17 angular TfWTdenp, Loading Reolanguler Loading TnprrdaM. loading ReclanguW loading Trapfrdang• Loading Rectangular Loading Trep/Tdana Loading Roavngular Loading Tiap/rdarg. Loading ReUmgtds Loading Iftaof no Loading Rectangular loading Trsp/fdsrg. Loading Rectangular Loading Treprfleng. Loading .SW' Alum Tube Mull kgi Lg1 yg � f I � 42In 170.0 620 170.0 43519 744 170.0 478 170.0 888 17MO We 170.0 892 170.0 518 170.0 1110 170.0 S21 170.0 1240 170.0 =1 170.0 1468 170.0 $21 170.0 1738 170.0 6M 154.4 1802 170.0 521 4BN '170.0 708 170.0 824 850 170.0 584 170.0 992 17a0 030 170.0 1133 170.0 681 170.0 1275 170.0 677 170.0 1417 170.0 600 -1877170.0 O80 185.1 1577 170.0 0B0 110.2 1677 170.0 B80 60.6251n 170.0 747 170.0 683 096 170.0 831 170.0 1048 170.0 684 170.0 1185 170.0 M3 170.0 1345 1TO.0 747 170.0 1494 170.0 756 141.7 1406 170.0 7W 121.5 1495 170.0 7W 106.3 1405 170.0 7SB 64In 17AO 707 170.0 512 SM 170.0 691 170.0 1116 17MO 754 Van 1276 170.0 803 166.1 1401 170.0 837 140.6 1401 170.0 6W 124.6 1401 170.0 861 108.E 1401 170.0 051 914 1401 170.0 86i 00N 170.0 885 170.0 701 1063 170.0 797 15a5 1158 170.0 a/9 13a7 N66 187.0 028 123.3 1156 IMS 017 111.0 1150 149.7 910 025 1156 140.E 008 70.3 1150 144.6 003 6a4 llris 140.E goo 03 to 17R0 930 170.0 745 1049 170.0 850 137.0 100 155.5 NO 11&0 1049 141.7 846 106.8 1049 1320 838 959 1049 1256 82a 79.9 1049 119.3 620 08.5 1048 110.9 81B Sae 1048 11a8 819 m 68In 1548 SM 170.0 789 935 151.3 604 119.1 855 1337 768 104.2 We l21A 775 920 955 1126 766 ea,f 966 100.4 757 09Z 955 09.0 740 6A6 955 98.7 746 521 BS5 98.7 746 72In 126.E 003 13CO a97 . 803 114.9 B� 91.8 603 101.1 070 BaS 803 01.2 60 71.4 ON IM9 649 64.2 603 78.8 842 53.6 80S 722 632 45.9 003 a8.8 62a 40.1 6W 69.7 627 c � 78 in 109.2 721 114.1 029 01.0 721 97.0 BIB 70.0 721 85.1 006 00.3 M7 70.5 695 00.7 M1 70.1 688 54.8 721 0.5A 579 45.5 721 � 594 6B9 30.0 Mt 80.8 664 34.1 721 66.1 b63 781n 101.0]6.2 105.4 Me 542 084 88.4 687 722 684 78.4 670, 631 684 70.4 567 Sal 8B4 64.4 558 50.5 880 59.0 551 421 084 54.1 541 30.1 084 51.3 630 31.6 004 50.6 534 90N 65.6 97.9 458 54.0 514 57.3 448 47.0 514 60.0 440 41.1 514 44A 433 38.8 614 40.5 427 32.9 514 S7.9 421 27.4 514 33.0 412 23.8 614 30.4 408 20.8 514 20.0 403 95In 512 65.7 404 452 462 47.0 880 30.7 462 40.9 890 9S9 452 36.4 954 30.1 -052 928 378 27.1 462 9D.9 9P.+ 228 4S2 25.6 WS 19.4 482 242 350 18.9 452 226 365 10ein Sal 38.9 322 31.7 357 32.7 S77 272 357 28.0 812 238 357 252 308 21.1 367 227 SP4 19.0. 9ST 20.8 289 16.9 35I fag 283 19.8 957 10.2 2B7 .11.0 957 150 283111 N 38.1 95.8 30B 20.2 939 30.1 901 20.0 338 20.1 298 21.9 838 23.7 2B2 tab3a 20.E 280 17.8 338 18.0 2B4 14.6 988 1Q6 27e 125 93a 14.0 273 11.0 , 938 10.E 26B IRON 27.7 26.2 2aS 23.1 29 23.7 258 10.E 289 20.6 266 17.9 2� 16.1 252 154 tag 10.3 249 l3.9 289 14.9 246 1+.8 289 128 240 RD 289 11.4 236 0.7 229 10.4 232 EBB Anchor Capacity Table (ibs) Slffittattt 27k Coneffits ask Cana' H aW Red CMU PT Wood Mete) AnchorC6pPeltems AncMr rypa 9116° Efeo Uleaan u4' EE0l0tr000n spiel Elm USreeon 9f16' Eton Ilihscon va' E[m Uldamn 11 r SB Elm Agy9Gelar 6110" Elm L>mawn 1/4• ss Elm AggnXietor #10 Steal Semw(G6) #12 Sleet Suew(G67 #12 Steel Saew(GS) Etlpe IXatrlre (40: +" 2-1/2' 1• oar 3.1f6• 1' 2-1/r 1• 21 3-11w r 0.40' 0.5P' 0.32P Embedment ON: /-SW 1�H' 13t4' 13W r 1.1M' 14W 1-1/4• 14M 1-1/4" 1.W r l-w 1.3I0• pee note 4) 2 AncWM 04:?W Vno. O.O / 6teMsd COP (Fla 1k 3901bs 390lbs 4501ba BBO W6 1044 We 2/0 r6! 2M 103 3M Ibs 7400n 468Ibs OB41be 11821b3 328 Ws 420 ma 6501be 4Anchm Q 1.1IF Mi.0.0/ Steadenl dip(FIO. Zp 4600, 7001b3 WA NIA WA WA SooI. WA WA WA WA WA 652 M3 800 gn 1i201bs 4 Anch n ® S• Mbt O.C. / (2) 2xeAngle clips (Fl0. 31 780 Im 780 Ins 660 Bn 15O W3 18061bs 940163 580 CA - WA 760 OM W8 Ibs Me Ib3 2MAI lbs W2 On 0401ts 11201- 3Anchrxs Q 0.4W MIn, O.G f I1-00, into 1/8" AOm (Fig. 4} WA WA WA WA WA WA WA WA WA WA WA WA WA WA 10741C3 7 Anchor! FCiip k7g. 6z 185 We 195 W3 275 U. 4451b3 a221bs /881bs 14016s 1T7Ibs 310 m3 234 W3 33216D 5011ba 163 W3 2f0� 280 W1 2 Anol. ®1.76' Min. O.C. / F Mp (Fla el: 2401M 350Ibs WA WA . WA WA 190 We WA WA WA WA WA 328 ibs 420 68016E dvvlc: rvn me jFFSel CLiP. USE 1 HE SAME HIVUMUK VA I I EKN ANL7 ANUMUK YALUtS AS THE bTANUAKD GLIP. FIGURE 1: FIGURE 2- 0 FIGURE 3: -1 F ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 4: FIGURE 5: FIGURE 8: • O • = ANCHOR CAP.,® THIS FORMULA TO OBTAIN THE "ANCHOR ACITY REQUIRED' CORRESPONDING TO AN UAL PRESSURE REQUIREMENT FOR THE NING, WHEN IT IS LOWER THAN THE MULLION ACITY (FROM THE TABLE) OF THE SELECTED UON. IT WILL YIELD A MINIMUM ANCHOR ACITY WHICH MAY BE USED TO QUALIFY ITIONAL ANCHOR OPTIONS FROM THE NOR 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. ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18.20. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT• ILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-91 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 33AND .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 PRODUCT as camplvin * • No.58705 =-0 G1- (*30 if w 5.STA Ef4 RI A. LYN�I IL R, P.E. FL P.E.# 68706 TART F RA Mullion Capacity Table Qbelfe) Opening Width (for vardeally6penning muTiona) or Opening Height (forhorizorltally sparu611g midlions) m in BO In 701n 80 In 90 in f001n 1201n 140 in 1601n 1 x4x.126 Reotenguler Leadbg Tialmseq. Loading RedugW9r Loading TraplOieng, Loedbg Reelan0ular Loading Tt vmwv. Loading Reolengul Load rg TrapJnwa. Load9g Rootandar Loading T7apnW=g. load g RaclengW3r loadinpgg Treprrnang. Loedrrg ReetangWar Loading Tiapl0lang. Loading ReclengWar Loading TrapfilloM, Loading RectdrgWar Loading Tr3p/Tnono, Lo ding �MuQonbe h 8 l( B 13 18 g � g _ n 8 �ffi a lad 8 Ig 3 yam¢ dd 1 1 3 �r dt tS a 1 tl: 11 u I 421n 170.0 020 170.0 436 170.0 744 170.0 478 170.0 BBB 170.0 SOO 170.0 992 170.0 518 1TO.0 1116 170.0 521 170.0 1240 170.0 521 170.0 14B8 170.0 521 146,E 1480 1-10.0 $21 127.6 1469 170.0 521 49In 170.0 708 170.D 624 170.0 860 170.0 604 170.0 092 170.0 610 170.0 1133 170.0 881 1T0.0 1278 170.0 077 158.3 1303 170.0 fi60 130.3 1903 170,0 BBD H1.7 7303 170.0 080 a7,7 1393 170.0 080 W.626In 170.0 747 170.0 563 170.0 690 170.0 631 170.0 100 170.0 604 170.0 1186 IMO 723 158.1 1236 170.0 747 140.6 1236 170.0 758 117.1 1236 170.0 768 1D0.4 1235 170.0 766 87.8 1236 170.0 766 61 M 170.0 707 170.0 812 1T0.0 956 170,0 681 170.0 1116 170.0 764 154.4 1158 170.0 803 137.2 1158 170.0 837 123.6 1168 170.0 856 1029 1160 170.0 661 88.2 1168 170.0 651 77-2 1168 170.0 061 GO In 170.0 885 170.0 701 160.7 1042 170.0 797 142:9 1D42 181.1 SM 125.1 1042 148.7 815 111.2 1042 138.8 601 100.0 1042 130.2 701 63.4 1042 125.1 752 71.5 1042 126.1 7B2 626 1042 125.1 782 83h 1T0.0 ON 170.0 745 161.2 292 163.6 818 12D.5 992 144.4 709 11A4 992 131.0 782 100.e 892 121A 768 20.7 992 114.8 758 75.8 902 106.4 745 64.8 082 190.0 744 60.7 892 1D8.0 744 68 in 165.4 947 170.0 739 137.8 847 148.0 788 118.1 84r 130.3 786 1034 047 117.7 752 91.9 847 108.7 73S 82.7 047 I022 727 60.9 947 0&1 713 59.1 047 04.0 711 '51.7 047 94.0 711 72In 135.9 649 1427 737 113.2 840 1 121.6 722 07.0 849 1 IM.9 708 84.9 849 88.4 1 698 76.6 040 W.7 1 686 67.9 1 849 1 O27 1 875 68.6 1 848 1 75.3 059 40.6 B40 72.5 662 42.5 049 724 659 p 76In 11&6 762 120.7 685 90.3 762 102.6 652 82,5 1 762 90.0 640 72.2 762 60.9 629 64.2 1 782 74.2 620 67.8 762 09.2 613K17.4 28 602 41.3 782 59.9 597 38.1 762 69.4 595 78 In 10d.B 724 111.4 634 89.0 724 94.6 821 78.3 724 62.9 608 Boa 724 74.4 699 59.4 724 89.1 601 53A 724 83.4 6837.3 673 38.2 724 64.3 6B7 33.4 724 83.6 665 00 h1 69.8 50 71.8 483 SB.O 643 60.7 474 49.7 643 62,0 415 43.5 543 47.1 458 3a.0 643 42.5 02 34.6 W3 Me 4484.9 436 24.6 543 321 430 21.7 543 30.7 420 98 in 57.3 478 58.8 427 47.S 476 49.7 418 40.9 476 43.2 412 3SS 478 36.6 406 31.e 478 34.8 400 21L7 478 320 US8.1 388 20.6 478 25.0 380 17.9 478 24.2 378 108In 40.3 377 41.1 341 33.5 3T7 34.5 W6 28.8 377 30.0 330 25.2 377 28,8 326 22.4 377 24.0 321 20.1 377 220 3179.0 310 14.4 377 17.1 304 111 in 37.1 357 37.8 323 30.9 357 31.0 316 28.6 367 27.8 9f3 73.2 087 24A 309 20.8 357 220 306 16.6 367 20.1 30117.4 2D4 1201n 20.3 308 20.6 27e 24.5 NO 25.1 274 21.0 30O 21.T 2N1 18.3 30B 10.2 28-/ 16,9 906 17.3 �9 144 In 17.0 212 17.2 186 TAQI F AC Anchor Capacity Table (87a) SeMbete: 2711 Canals 3.611 Cox Kou" CMU I FIIN CMu PTwood Metro Anchor Cop Patterns Aneh r Type 3116• Elm, U hewn V4 Qm U Daoon 6MV Eko tutmun 31t6 Elm Ulbacon VP Elm Ut ecmr IW SS Eleo AMeGa p W r Elm Ulti mn 114' SS Qm AggieGalor 010 8teel Spew (G5) Meted Semv (GS) a12 etee Screw(M) Edge DMence (# 1• 1" 2-ire 3-1/8' 1" 2-VT 1' b1IT Y 3.118- T OA8" 0.5P Mew Em6e0menl Qn) 1-W1 104' 1.Ve 2' 1-iM 1-lie 1-114, 1-114" 1.114• 1.14' T 1'�.,18' 1-310- (me note 4) 2 Arrctgf3@4.75"Min, .C./Standmd CSp (Fig. 1of2), $801he46007D 89016a 1844 an 2701ha 7bO ba 364 We 7401 488I09 66+Iba 11821 3281b3 420 660 4 Anions Q 225" Mh O.C. 18landerd Cdlp (Fig. 3} 700Ill 6801b3 1410 m3 052 MO WA 680 its WA 630lbs WA 080lbs WA 6521bs 840 Me 1120 be 8 Anchm ®1.iV MI4 QC. I Standard C31P (Fig. 4): NO ad r1401b. WA WA WA WA TOO Us WA WA WA WA WA 13M 1b3 1No1132240lbs 4 Anehm C 3' Min O.C.1(2) 20 Angle Clips ft. 6): 780lb3 900Ibe 1780lb3 3288Its 540 me 00 N3 708 The 1400 The Me IDS 13M We 23M Joe 8621Il9 BdD 8m 1120Ib• 0 AndgteIT3' MIn.O.C.1(2)25 Angle CBpa(Fig. sy 11701bs 102D U 234LO 13 28M 0n 61016a Mite WA 11401b8 14041ba 13201b3 35461bs9781ha1260lb34Anchpa 0.+5Min O.C. I LLDIA mro l)8AIOm. (Fla. 7): NfA WA WA WA WA NIA NIA WA WA WA WA WA WA 14921b3 2Anch-02-2S Mh O.C. I F-00((Fig. 11 2B0Ihs 705I13 478Ibs WA MMS WA M51bs 011ts MOItm Om3 3281h3 42D Oro 5808r3 4 AM" 01.16' MID. O.C. I F-Clip (Fig. 9): 4601ba I7001b6 WA WA WA WA WOMS NIA WA NIA WA WA 1 6521be 840Ibe 11211Ihs NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALULb AS 7Ht SI ANDAHU 411Y. FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9: • ° • • • o o • • • • o • o o o o • o ° ° • o ° ° o • ° ° • • • • • ° • -Fee FIGURE 8: FIGURE T3: FIGURE 7: ANGLE CLIP (FIGURES 688) MUST BE USED IN PAIRS. ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP,,,) X ( ANCHOR CAP.,,,,,,,,,1 _ANCHOR CAP.,,, MULLION CAP.,,,,,,,,,/ USE THIS FORMULA TO OBTAIN THE"ANCHOR CAPACITY REQUIRED• CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20. 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 0.56. ALUMINUM SHALL BE 6063-T6 AND BE A MINIMUM OF .126' THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND.OW 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. as mmplylis with Ito Florida Buad"mg Coda ! AeccplanceNo E pfrallon@ato E�p By Mi ndePrc&ct 1 �111111111/I, �•�CENse •'. FAQ ��i ` T)t • No. 68705 30N • 4 tau; !c S�ONAL � A. IYNN MILLIER,IP.E. FL P.E.# 58705 TABLE 7A 1 AHLt Anchor CapacHy Table (Ibs) SubmistO: 23k Connate 3.6k COnc. Ndl—CMU filled CMU PTW00d MeW Anchor CB Pattorm P AnChW �'pe 3fi8' Elco Nlraecn 114' Elw IAtrtttM �� 3116• Eko tmmm� Ile E100 LntM= 1N` SS EUA A99mGator Nth° Elan IYheebn Ile SS Elcow AggmGMr So- 012 Steel Sc_p5) Edge 0blanee Qn): 1' 2-1/2' 1• 2-tw 3-1fU' 1• 2.117' 1- 2-Ur T 3-iff Y - 0.92p• 2 Anchn3 Q 4.7V Min. EmbedmeN (111): O.C./Stan Cllpft.tor 2): t.Y4• ,3801bs 1;316° 380lbs 1.11d• 450lb3 1414' 690lbs Y 18441ba 1-1/4' 27OWS 1-V4• 28016a 1-tf4' 3541bs 1-1/4' ,740lbs 1.1/4• 463Ibs 1-1/4' 684Ib1 T 118216s 420 (bee hole 4) 56011a 4 Anchom ® 2.2V Mim O.C. / SWsrd Clip(Fig. 3): 7001bs 700 Ibs 5B0IN 14101be 8521be WA 5501bs WA 6301he NIA B30 Im WA 840lbs 1120lbs 6 Anchom 01.15' MIm O.C. / Standard COp (Rg. q O60 M 14001b3 WA WA WA WA 76016s WA NW WA NIA WA 1680Ibs Z901M 4 Anch m ® 3• Min. 0.0.1(2) 2aSAngle Gips (Flg. 5� 780Iles 780Ibs 830Ibe 1780 ms $28816s 540Ibs 66D ma 708Ibs 14B0 b weft 1328 @t 2384 0At 840 @s 1120 ms B Anchors ® 3- M0L O.C, / (2) 2a6 Angle Cups (Ng. 1170 @a 1170lb3 102D mt 2340 81e 2844 Its 8101b3 840lbs WA 1140 ft 14041bs 13M B3 3546 I W 1260Ib3 1580Ihs 4 AncMn 0.45 ROIL O.G 1 U:Np, hdo UB°Alum. (R& >); WA WA NIA NIA WA WA WA WA WA WA WA WA WA 1432lb5 2 Anchom ®226" Mbt O.C. / FSSp (Flg, W; 35016e 3601he 2801be 70b IM 47816t WA2801ba WA 315lbs a ran 4401bsOlbs 4201bs 66o Ibs 4 AnOM1s @ 1.IV WL O.C. / F-Cllp ft R 4B0Ibs 7o0 01s WA WA WA NIA 9801be WA WA WA WA WA 84 01s 840Ibs I= Ihs .w c. vwm 1—w—E1 Cur, USE 1nE.SAME AMU PA11ERN AND ANCHORVALUES AS THE STANDARD CLIP. ...... 4ArN411 a =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 • o 1: 0 0 FIGURE • o 2: o • FIGURE • o 3: FIGURE 4: FIGURE B: FIGURER- o • • • • • o • • • 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. 0 0 0 • o 0 0 ° • o o • • • • • o • • • 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. FIGURE 5: FIGURE 6: FIGURE 7: • • • • 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20, ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20. • • • • ANGLE CLIP (FIGURES 5&6) 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 C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG D 0.66. ALUMINUM SHALL BE 8UC TS AND BE L MINIMUM EAST.' THICK. STEEL STUDS L BE A RS INTO GRADE 33 AND .046' 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 v _ 1111t111111//, * No.58705 o : atil ;1tIE OF kORIV A. LYNN MMR P.E. FL P.E.1) 68705 7ARI I= Sth MuMon Capacity Table Ibefie Opening Width (forvsrllca[y-'3panNlg mullions) or Opening HelOht (tor hoAzordal"pamllrg mullions) 5D In 601n 70In BO In 9010 1M In 1201n 1401n le01n 1.25"x Reclangular Losding TmRRnano' Loaning Reotengutm Lo8din9 7m"ang. Loadkg Rectangular Lcedln9 mpRdong. L46Nng Rectmotdar Loafing TMOMalp. Loafing Reslengular Loading lmymsng. LoWng Rec-0 g nr Leadloo TmWrftng. Loading ReotengUla7 Loading TmpTlelp. Loading Rectan9ullu Loading TnpRrisn9. Losdin9 ReclengWer Loen&g mpRden9. Lwmng 3.186" x .26W'AlumT TubaMun 211 B pBgj{ 421n 170.0 820 170.0 425 170.0 T44 170.0 478 170.0 86a 170.0 606 V&D W2 170.0 519 170.0 1118 170.0 521 170.0 1240 170.D 521 170.0 1488 t70.0 621' 17&0 1738 170.0 521 161.8 1769 170.0 621 411, 170.0 706 170.0 5M 170.0 850 170.0 5M 110.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 141T 170.0 680 154.6 IMO 170.0 660 132.7 iele 170.0 WO 110,1 1548 I= 080 50.62EH 170.0 747 :170.0 50 170.0 691 170.0 631 170.0 1MB 170.0 084 TM.0 1195 170.0 723 17&0 1348 170.0 747 187.0 1458 170.0 755 139.2 1468 170.0 766 11&3 1400 170.0 758 104A 1465 170.0 754 54 In 170.0 7B7 170.0 612 170.0 866 170.0 691 170.0 1110 170.0 154 170.0 1215 170.0 8W 163.1 1376 170.D 037 U6.6 1370 170.0 858 1376 170.0 S61 104.8 1376 170.0 Sol 91.7 IS?8 170.0 Sol 60 in 170.0 US 170.0 701 170.0 1063 >70.0 787 150.9 1158 170.0 670 159.0 11E8 167.4 930 123.E 1158 168.8 919 111.2 1156 150.0 612 1168 144.8 B05 72.4 1150 144.0 005 69.5 1158 144.8 005 531n 170.0 930 170.0 745 100.1 IOSI 170.0 850 137.2 1051 155.9 M2 120.1 1051 142.0 648 10&7 1051 IM.3 B37 98.1 1061 126.7 830 1051 119.E 622 we 1051 119.1 e21 60.0 10.51 119.1 m 861n 187,1 867 170.0 769 190.9 057 161.0 800 119.4 957 151.0 790 1M.4 957 121.E 777 82B 967 112.8 787 83.8 087 10&6 7E9 [45,6 067 100.0 750 69.7 067 9&0 795 62.2 867 B&9 748 721n 120.7 B04 135.2 898 107.3 804 111.2 684 81.8 8M 101.3 671 BOA BM DIA ON 71.5 8M $4.1 650 e4.4 8M 78.8 843 0M 72.3 633 4&0 004 a&9 029 402 804 89.6 528 �e p 781n 190.4 IM 114A 630 91.2 722 97.2 815 7&2 722 55.3 608 68.4 722 78.7 69B 60.8 722 70.3 688 64.7 722 65.5 680 722 69.5 670 39.1 722 8&7 555 942 722 E8.2 604 7a In 1012 685 105.0 500 84.4 685 80.6 688 72.3 685 78.8 671 63.3 695 70.5 566 502 685 84.5 WO 60.0 085 60.1 663 685 54.3 643 38.2 611E 51.4 837 31.8 685 50.7 636 901n 65.0 615 69.0 457 54.9 S18 67.5 449 47.1 515 M.1 4d1 41.2 515 44.7 434 $8.6 616 40.0 428 3&0 515 37.4 422 27.5 515 33.1 413 me eis mr, 407 me 515 29.1 4M 98 In 64.3 453 55.8 4M 40.3 463 47.1 397 30.8 463 41.0 391 33.9 453 NA 311E 3D2 453 33.0 379 27.2 453 30.4 3T4 22.6 453 2e.0 988 19A 463 24.3 360 17.0 453 22.9 058 1D81n 38.1 358 39.0 323 31.6 358 me ale 272 368 28.4 319 2.1.8 95B 2E.2 908 21.2 365 22T 304 1&1 368 20.8 300 16.9 958 18.0 203 tit In 35,1 339 36.0 308 20.3 39e 30.1 9M 25.1 335 26.1 297 22.0 338 23.2 293 19.5 339 20.9 289 17.8 no 19.1 286 1201n 27.8 290 2aA 264 23,2 290 23.8 290 10.0 200 20.8 258 17A 290 162 263 1L4 290 1&4 249 I" In 1&1 201 18.3 158 TABLE 8B AnchorCapacity Table (Ibe) SUbshate: 2.7k Concrete &5k Cu- I - "Imcmu Fflw CMU PT I Now Anchor CEp Pattmis Mcttor Typo: 3118' Eico Ulmcon va• Boo Uluwn 6116•' Eteo U6acon 8/76• Eko Ulfag4n 1/4• Eko Ulrecoo 1W SS Elco Aggmft. 6116" Eioo Ukacon 1M• SS Etca Age,.CWor 010 Send Sc w 05) 012 6ted Screw (05) 012 Sled 8aaw (Ge) EdOe Clatanee Bnk l" 2-v2' 1• 2-1r 3.10 t•1 2.12' r 2-12• r 3118• r OAV 0.5V 0.32V Embedment MR I -TV 1414, 1.314' 1.V4' r i-1H' 1-1/f' i-074 1-114" 1-v4• 1-lw r 1418• I-VV (see note 4) 2 Anthem Q4.76" Min O.C. Standard COp (FIg.1$ 3001be 390lbs 4501ba 5901be 10041b5 270 M 280 MS 3541b5 7401bs 488lbs M41bs 1182Ibe 326 Da 420lbs 6BO Ib5 4 Amh9m Q 1.16• Mln. O.C. I Standard Wp (F4 4 480 Ibs 700Ibs WA WA WA WA 3M ens WA WA WA WA WA 66216s 84010a 4 Andmm Q3" Mln. O.C. I r42x6A,gis COpa(FIg. 36 78D ens 78D ft 660W 15M Ibs 'IMIbs 640Ibs 680lba WA 760166 936 ens aM ma 2984llu BMWDIbs4 Anehms 0 O.W Min. O.C. I U•C6p, Into tW Alum. (FIg.4k WA NIA WA WA NIA WA WA WA WA WA WA WA WA WA I 1AimhmIF1Mp(FIg.q 19E Ibe 9951W 225 Dro 44B Ibe 6221bs 135IW 1409 3 177 @L 97016s 2941bs 8021bs 69116s 1631 W 210lbs 2 Anchm 01.16'Un. O.C. I F-alp Tig. e. 24016s 96016s WA WA WA WA 1801ba WA WA WA WA WA 3261ba 4201bs NOTE: FOR THE OFFSET CUP. USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS -I Ne 5IANUANU GLir. FIGURE 1: FIGURE 2: O O • • FIGURE 9: • • FIGURE 4: FIGURE 5: • 0 • • ANGLE • • CLIP MUST BE USED IN PAIRS. FIGURE 6: TABLE NOTES: ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP,,,,) X ( ANCHOR CAP.�,,,,,,,,1 ANCHOR CAP._ MULLION CAP. ,, , i 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 MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. 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. ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18.20. 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 0.66. 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 .126" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL PRODUCT REVISED . camplybi3 wllh 169 Florida \`��•ONy a Iviv, M/j��%i * No.58705 E o (� �: 11,P A. LYNN fJII�LI' .E. FL P.E.# 68705 TART F AA MuMan Capacity Table bse Opening Width (tor veAicaly-spanning mu8bre) or Opening Haight (tor holizcnlaEyspardng mullions) 50 in BO In 70 in 80 in 90 In 100 in 1201n 1401n 160 in RwWpular Lberdn9 Trsp/Siang. Loading Radom or Loading Tlaplmmg. Loading Reclongr6er Lading 'Repfiiuwg. Lae0In9 RectwWlor Lc 'aLoading T PIT110ly. Rxtergulw L dng TreplTAarok Leading Rrolmpuler Loading Loadingsding TmpRdeng.[17D.�O l2x4x.26 Wadno Wading tg8ding Lwding Loading AIuullion 4 LfE�� '3E jIJjtV'{L5y1{,U�BSG a 8B8MuglBn`��'o,.�.�R�j{EyQ` 7E E. 3 E'. '� a '� �K a^4g M2. aR $421n 170.0 620 170.0 436 170.0 744 170.0 470 170.0 668 170.0 606 170.0 992 170.0 519 1700 1110 170.0 521 170.0 1240 110.0 621 1488 170.0 521 170.0 1735 17110 621 17010 1983 170.0 621 481n 170.0 708 170.0 524 170.0 850 170.0 694 170.0 992 170.0 00 170.0 1133 170.0 661 170.0 1276 170.0 677 170.0 1417 170.0 $80 Inc 170.0 680 170.0 1883 170.0 M 170.0 2267 170.0 860 60.025In 170.0 747 170.0 W3 170.0 696 170.0 01 170.0 1048 170.0 S64 170.0 1105 170.0 723 170.0 1345 170.0 747 170.0 1494170.0 7W 17W 170.0 768 170.0 29a2 170.0 768 170.0 2391 170.0 756 641n 110.0 707 170.0 612 170.0 966 170.0 691 170.0 1116 170.0 754 170.0 1275 170.0 SM 170.0 1434 /70.0 637 17MO 1684 17D.0 856 1$13 170.0 Sal 170.0 =1 170.0 B61 170.0 2650 170.0 861 601n 170.0 655 170.0 701 170.0 1063 170.0 IN 170.0 1240 170.0 078 170.0 1417 170.0 944 170.0 1604 170.0 008 170.0 1771 170.0 10330 2125 170.0 1003 170.0 2470 170.0 1083 160.0 269D 110.0 1083 631n 17D.0 03D 170.0 745 170.0 1110 170.0 850 170.0 1302 1T0.0 940 170.0 1488 170.0 1015 170.0 1673 17D.0 1076 170.0 1859 170.0 11220 2231 170.0 1169 160.7 2553 170.0 1171 145.9 26M 170.0 1171 661n 170.0 974 170.0 789 170.0 i/B9 170.0 60 170.0 1394 170.0 1002 170.0 16M 170.0 ION 170.0 170 170.0. 1166 170.0 1948 170.0 12100 2338 170.0 1275 151.9 2437 170.0 1280 132.9 2437 170.0 1286721n 170.0 100 170.0 678 170.0 1275 170.0 1009 170.0 1468 170.0 1125 170.0 170D 170.0 1228 170.0 1913 170.0 1315 170.0 2126 170.0 13676 2114 170.0 14M 12AA 2154 170.0 15" 100.2 2184 170.0L44 701n 170.0 1122 170.0 937 170.0 1&8 170.0 1080 170.0 1570 170.0 1209 1TO.0 1794 170.0 1322 165.1 1960 170.0 1421 14el5 /Bad 170.D 1505E 1930 101.6 1648 10&1 1B80 164.0 1635 970 1060 152778 in 170.0 1151 170.0 007 170.0 1381 17M 1118 170.0 1611 170.0 1250 170.0 1842 170.0 1369 162.7 1881 170.0 1474 137.4 1861 163.1 1505 1861 147.3 1473 8el2 1601 130.6 1469 06.9 1831 187A00In 170.0 1328 170.0 1144 149.1 139a 15&0 121it 130.0 1106 111.5 1398 121.3 1170 09.4 13ge 110.2 1162 69.5 13B6 101.8 1147 74.5 1398 89.8 1122 63.0 13g8 82.7 1105 55.9 1308 7el928N 147.4 1220 15L6 10g8 122,g 1220 127.5 107111.2 1081 92 1220 89.9 1044 $1.9 1229 80.6 1029 737 1228 814 1018 81.4 1229 72.2 993 52.7 1229 65.9 On 45.1 1220 6211081n103.6 071 105.8 an 88.3 971 80.0 88271,2 B49 64.7 071 68.4 637 57.5 871 81.6 826 51.8 971 56.6 815 43.1 971 40.0 795 37.0 071 44.0 762 32.4 971 40.8 1111n 0&4 919 97.3 832 70.6 919 81.0 81970.0 80B 59. 91B 62.9 704 630 019 58.7 784 47.7 910 61.6 774 99.7 gig 44.8 7b8 94.1 819 40.2 742 29.6 BIB 37,1 732 1201n 7&8 7g6 70.8 718 62.9 785 84.6 705668 896 47.2 7B8 48.4 CAB 41.9 788 44.4 Bn 37.7 768 40b BBB 37.8 780 34.0 ON 27.0 788 31.0 641 23.6 708 28.41441n 437 546 e/1 604 36.4 698 97.0 48891,8 4B1 27.8 549 283 48a 24.7 84B 25.9 470 21.8 64a 22.8 474 1B2 648 t9.6 480 1&8 610 17.2 /55 137 648 18b 44S TAr41 C OR Anchor Capacity Table (Ibe) suwratm 27k commie ask Conc. Houmemu Flood CMU PT and Will Andw Clip Patters 3H6 Elm U 8ao4n 114' Eko llB scan 5/18' Elm Lobaco 9/i6 Elm lAlmeon lie Elm NUeoon V4' 83 000 Alglotild r 5118' Elm1/4' UOrecon SS Elm A89101t1l f10 Stem Saow(G5) i12 8ted scmw (GS) 912 Stem scnw (m Edge Dl elm M1: 4• 2-UT 1' 2.1/7 3.1/8' 1' 2-IrX Y 2-t7 T 3-1/e' 2' 014V 0.54' 0.32P EmbeOment 04. 13/4' I've 1.Tf4• I-Te r 1-114' 1-1/4' 1.114' 1-t14• I-Iw 1-1/4' 2' I-VIr I-VIII (am date 4) 2Ar&m4D4.75'MIRO.O/Stendmd Clip(FIg.1w : 390 Om 30010e 450Ne BB0its 184410e 2T0 Ns 2800s 354 Ns 7401b5 4681bs 664 1119 1182lbs 326 115.9 420lbe 5601b5 4 Anchom ®2.8e' Mon, O.C. / SWUM Glp (FIg. 3): 740 Ibe 740 N5 030 N5 1485 61a 14241bs WA Sw IW WA Gas 213 WA 880lbs WA am on 840 lbo 1120 We 8 Amtcra 01.71' Mn.O.C. I SMndartl Cilp ft. 4). 8851ta 0so 75a Ns IWO Ns WA WA 705 The WA 789 On WA WA WA Bm Na 1250 HIS 1681) NB 4 Andkr• W 3' Mon. O.C. 10 245Angle (tips (Fig. 5): 76D Ns =bo BBO ms 5 6101 550 Ns - WA 7001bs 03B Ns Sag Ns 2304 W 652 Ns 640 Ns 112011,3 8 Anblart @3' On. O.C. / (2) 2x6Angle COps (Fq.6}: 1170165 11701338 102E Ne 01 890IDs WA 1140Ibe 1409 Ns 1320 Ns MS Ns WB Ns 12801be iME 3 Arches 01.8P Min. 0.C. I LLCVA irdo 10 Alum (Fig. 77 WA WA WA WA WA WA WA WA WA WA WA WA 8 Anclwn 0 MW MI& O.C. / ILCAR Into 10 Alum (Fig. 87 WA WA WA =U7;12 WA WA WA WA WA WA WA WA WA 2 Anmwre 0 Z.6B' 111 O.C. / F-Cllp (Fig. 0): 3701bs 370Ib! 316 Ne e. WA 280 N5 WA 346 We WA 440 lbs WA 928 Ibs 9201bs 3 MClpm'®1.71' Mk. O.C. / FGOp (Fp. 10): 3901d1 99016e 940 BN e Z701hs 280 Ns WA 380IW 4881ba 440 on 1182 Ne 3261be 4201bs 68D 0» UIKL4&U VALUCA Artt UA[ V IN I mC r.AAMt'LC VN 21r1CG 1 41. xt rLn7mu7.A: -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: FIGURE 3: FIGURE 4: • 0. 0 • 0. • • o o •• o o • 0 cc 0 0 0 o O O o 0 0 • 09 • TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR 2.000' [/ 11 I \�� (LYNN <<F O o e • o 0 0 0 • o • • o o • GENERAL INSTALLATION METHODS. �� O� • .......... .l`Z`. • LCENSE '•• R ENS FIGURE 5: FIGURE 6: 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. Z. • • • • 4.00Ir '25� * No.58705 -_ • • • • • • 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20. *�^ ' '0 : l 3 •�{� � { . ,'_(jj / 'Q STA 0 �'i��,tv�'•........... FIGURE 7: FIGURE 8: FIGURE 9: FIGURE 10: ANGLE CUP 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 901 SPECIFICATIONS. HOLLOW AND GROUT-FB1ED CONCRETE BLOCK UNIT SG 0.55, , FLORIOP . ` o • • • o o • o o • (FIGURES SM MUST BE USED (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN OF ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .12G' THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045' THICK (18 2' X 4• X .26' MULLION • • • •• '/�,S'S/ONAL . o : • c e o 0 0 • IN PAIRS. GAUGE). STRUCTURAL STEEL TO BE AT LEAST .126' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTENDAT LEAST 3 SCREW A. LY41VMILL9R P.E. o • • o • o o 0 THREADS BEYOND THE MATERIAL. FL P.E.# 58705 TABLE 10A Mullion Capacity Table (IbsAta) Opening Width (for ver6cal"parvdng mullions) or Opening Height (far hodmNaly-spanrdrlg mWlons) 0 in 601n 7010 gain 901n 1001. 12D In 1401n 160 in 2x6x26L"IigLoading Tmpfnleg. Rectangular TIOpMWO Loading Reoteplaer LOW TMWDUM Lmdlrp RMargtdar 1na83r0Lcedmg T�Rdwa Rectangular Lung TaWman Loading Rectargulm Loading T4ep/Inang. Loadit Rectangidu readingLowing TmpRden9. R-WgWe Loading TrVTdml9• Wading Re01•ngWar Loading TriOYafang. Loading Alum.TubeAI TR-=b�GWRI $80 .15l 42 b1 170.0 520 170.0 435 170.0 744 17QO 478 170.0 668 17Q0 1 6W 1T0.0 992 170.0 619 170.0 1110 170.0 521 170.0 I= 170.0 621 17QO 1488 170.0 621 170.0 1735 170.0 521 170.0 1983 170.0 621 48In 170.0 705 170.0 RA 170.0 850 170.0 594 170.0 092 170.0 630 170.0 1133 170.0 081 170.0 1275 170.0 W7 170.0 1417 170.0 680 170.0 1700 170.0 OW 170.0 1983 17" 080 170.0 2287 170.0 680 W.626 M 170.0 747 170.0 583 17MO 698 170.0 631 170.0 104E 170.0 864 IM.0 1195 170.0 723 170A 1345 170.0 747 170.0 1494 170.0 758 170.0 1793 170.0 758 170.0 2092 170.0 756 170.0 2391 170.0 758 541n Me 107 170.0 e12 1TO.0 050 17Q0 691 17Q0 111E 170.0 751 170.0 1275 I70.0 803 170.0 1434 17Q0 1z17 170.0 1594 170.0 858 Woo 1913 170.0 Sal 170.0 2231 170.0 981 170,0 25M 170.0 681 601n 170.0 Bay 170.0 701 170.0 1083 17Q0 707 170.0 1240 17MO 878 170.0 lair 17Q0 944 170.0 1594 170.0 995 170.0 1771 170.0 1033 170.0 2126 170.0 1063 170.0 2479 170.0 1003 170.0 2633 170.0 loss 631n 170.0 930 170.0 745 170.0 1116 170.0 850 17Q0 1302 170.0 04D 170.0 14a8 170.0 1015 170.0 1873 170.0 1076 170.0 185E 170.0 1122 170.0 2231 170.0 1169 170.0 20M 170.0 1171 17MO 2078 170.0 1171 66 In 170.0 974 170.0 789 170.0 1169 170.0 003 170.0 1364 17QD 1002 17MO 155E 170.0 100E 170.0 1753 170.0 1155 170.0 190 170.0 1210 170.0 2338 170.0 1275 170.0 2127 170.0 I= 170.0 3117 170,0 1288 72 in 170.0 1009 170.0 070 1T0.0 127E 170.0 tOW 170.0 1480 17Q0 112E 170.0 1700 170.0 122E 170.0 1913 170.0 1315 170.0 2125 170.0 1387 170.0 2850 170.0 198E 170.D 2975 170.0 1529 17Q0 3400 170.0 1630 e 781d 170.0 1122 170.0 937 170.0 ISM 170.0 1080 170.0 1570 170.0 1209 170.0 1794 170.0 201E 170.0 1421 170.0 2243 170.0 lass 17" 2692 170.0 1629 1".0 3140 17Q0 1594 17Q0 3589 170.0 1705 781n 170.0 1151 17Q0 967 170.0 Iasi 170.0 1110 170.0 1011 170.0 1250 170.0 1042 9 1740 2D72 170.0 1474 170.0 2902 170.0 1384 170.0 2703 170.0 170D 170.D 322a 170.0 1777 170.0 S683 170.0 1708 90 In 170.0 132E VOLD 714d 170.0 1694 170.0 1328 TM.0 1659170.0 1498 170.0 212S s 170.0 2391 170.0 1703 170.0 285E 170.0 Iola 170.0 3168 170.0 2125 160.0 3413 170.0 2273 12a.5 3413 170.0 23al 98In 170.0 1417 170.0 1232 170.0 1700 170.0 1434 IM.0 10W 17D.0 I= 17MO 22N 4 170.0 2550 170.0 1Q12 170.0 2833 170.0 2095 1SQ0 3189 170.0 231E 137.1 3109 168.0 2470 120.0 slag 1567 208 108 in 17D,0 1584 770.0 1409 170.0 1019 170.0 1847 170.0 2231 170.0 1870 170.0 2550 fO322 6 1848 2781 170.0 2271 74e.9 271H 181.9 2333 1230 2781 74D.4 22a1 105,E 2781 121L0 2234 B27 2781 1180 21910 111 In 170.0 103E 170.0 7454 170.0 196E 170.0 1700 170.0 2203 170.0 1932 170.0 2621 E 161.8 2532 1623 2245 100.E 2a32 14Q0 2210 113,E 2892 126A 21s0 97.E 2532 116.1 212E 854 2892 10s.3 208E 1201n 17D.0 1771 I70.0 1580 17MO 2125 170.0 1850 154.4 2252 160.9 1091 1341 2262 4 120.1 Um 1272 189E 187E1M in 125.1 1384 tZQB 1446 10Q1 1425 80.4 IBM 91.5 1407 70.2 1ti84 -- BQ6 1604 72.3 1879 a28 1t231 85.7 13Se 521 1684 5Q0 1330 44.T 1684 48.2 1906 38.1 1584 40.4 120.9 1.51 G - Anchor Capacity Table (Ibe) S hole: 2.7k Conende 3.6k Cone. Halve CM F9lal GMU T aad Maul Arlydtof Cgp PatternsUltrxon AncherTypO: 3/18' Eko Nh•ton ilr Elw I9Wmn BM6• Eleo WienEICo Wmcon 1/r Etta Ullmretl 1/4• SS Elw ApgletieN Nth° Eka Ntreeen 1/4' SS Eta Aggre(rator •10 6110 Saew (05) •12,Stael sa5w (O6) 512 Sted suety (G5) Eq. Disunm ft 1' 2.1Q' 1• 2-Ul 3 1V Y 2.1/r 1" 2-lir r 3t/8' 2- 0.48• Mw 0.32r Embedment On): I-W4' 13Ir 13/r IJ/r r IA/r 1-1/4' 1-1/4• 1-t/r I-1I4• 1.114" 2• 14Ua• I' Wa• ee ncle 2 Anchors 0j 4.7a• Min. O.C. / 8 m Gip (Fig. t or 2): 300 me se0lba 4501ba 89016a 1040 Ore 2701be 280 ma 38416a 710103 4661be 904 me 11621ba 928 6a 42016a 5801be 4 Anehom Q 4.68' Min O.C. / Standard Clip (Fig. 3): 700 ma 780 Its 030lbs 1190 the 3004 [Do 640Ibe 560 Ibe 7081ba 14601U3 ass Ibe 1104 ma 2364 Ibe 8521be $401a 1120 lbs a Anctwm (M1.7lu Min O.C. / 6lardant Cep (Fig. 41 : Ilea Ibs 140016e 101016a 2695Iba WA NIA 940 Ibe WA Icasma WA WA WA 13D4 me 1680 We 2240 me 4 Anch m 0 T Mat D.C. / (2) 2a6 Angle dips (Fig. 9 TOO Iba 780 m3 NO ma 1660 gn 1898 ma 510IM tia0lba -A 760 M3 m ms 860 0a 2364165 6521ba 840lba 7120Iba 6 Anenrs 9" Mtn O.C. / (2) 2a6 Angle dips ffIG ej I66D ma 1660 Pos 1960 On 0120Iba 3782 ma 1080 m• 112g lba WA 16201ba 1s72 ma m3 16e01be 2240 lb. 12 Anchors 4b 1.r Min. O.C.1(2) 2x5 Arplo Glee (Fig. 7): 160D m3 2100Ib3 14401bs 97801be WA WA 1320 lbs WA 1600 JI WAS8 roa 2520 Ow 3NO W 4 Anchaa t.34" MN. O.C. / ll-Clip, into UB"Alum. (Fig. Bk WA WA WA WA WA NIA WA NIA WA WA t=472m WA WA 1432ma8 Anch3m @ 0.64" Mrs, O.C. / U•COp, Into I/D' Alum. (Fig. 9k WA WA WA WAWA WA WA 2684 III2 Anchors Q 4.09• Mrs. O.C. I F-01P (Fig, 10} 390163 3901b3 4600u M 1ba 1532lbe 2701bs 280Iba 354 M3 T49 ma 468 ma 28 ms 4201bs 6e0 wa 4 Anchor*Q IJV Min, O.C. I F-01p(Fb•17l 5001hn 1 7001ba 1 505 lba 1 12081b5 I WA I WA 4701ba WA 5336t1 WA WA WA 8� 84D 0• 1t20 ma FIGURE I: FIGURE 2: FIGURE 3: FIGURE 4. FIGURE 8: FIGURE 9: FIGURE 10: FIGURE 11: TABLE NOTES: • o • oo • • oo • • oo • o• • oo • ou O o o O O e o O O o o Lo. e •• O o o • o 0O ooO O oe O O o0 • oo • o• •• O oo • o• O O • oo • oo • •o •• • • -a FIGURE b. FIGURES: FIGURE 7: ANGLE • • • . • • • • CLIP (FIGURES • • • • • '• • • 5-7) MUST BE • • • • • • • • USED W PAIRS, °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 MULLOOT` 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. 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 MULUON CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18.20 ALL MULLION CLIPS MAYBE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAYBE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18.20. 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 6083-T6 AND BE A MINIMUM OF .12b" 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 NNI pp>4 b� FI9rWR v \I(tlnlrr/, 'k • No. 58705 PLORIO ' S ONAL ' A. LYNN NtILLER, P.E. FL P.E.# 58705 I TARI F 119k AtichorCapaclry Table (ft) 'Anchor CB PeCeme P 9unatwe: 2.Tk Can461e I 3.6k Cana, H.9m CMU Filled CMU PTW00d mew Anetror7gpe: eI1B• El- N9oean 114• Etw Ulb2con Sf18' EIaO NUaean 3I18' FJco N4acan N4• Eleo Ntnme 1f4. 88 Elco AppreGNor SHB' Elco Nlrecrn 114• SS Eu AppmOelar #10 Steel Screw(Otn 412 Steel Bomv(Gs) #12 Steel Strew (GB) Edge Cletenne Mi r 2-1r2° 1• 24/2' 3-1/C 1` 2-1121 r 2-1/2° 7 3-10 7 om I 0.64• 0.324' . Embedment (in): I-31C 1 144 1.3m* Idle Z' 1 1-1M' 1 1+IM• 1-114• 1 1-1f4• 1.114• 1.114• r 1JIa° note:) 4Anclw STMA O.C. 1(2)2n6Ar4e alp.(Ftp.1 7e01be 730 We MlbB 1 10010e 1Bge ®e 64DIW ti001ba WA 7891ba pD6 Wa OaD les 23e41D4 6Ei ltm e40IEe 14321ae 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 AND10R OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 16-20. ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20- ANGLE CLIP MUST BE USED IN PAIRS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO AC1301 SPECIFICATIONS. HOLLOW AND GROUT -FIN ED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TOASTM C-80. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.65. ALUMINUM SHALL BE 6063-TS 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 ASS. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL =ANCHOR CAP._ THIS FORMULA TO OBTAIN THE 'ANCHOR ACITY REQUIRED". CORRESPONDING TO AN UAL PRESSURE REQUIREMENT FOR THE NINO, WHEN IT IS LOWER THAN THE MULLION ACITY (FROM THE TABLE) OF THE SELECTED LION. IT WILL YIELD A MINIMUM ANCHOR ACI TY WHICH MAY BE USED TO QUALIFY ITIONAL ANCHOR OPTIONS FROM THE HOR CAPACITY TABLE. ox as complying with the Floflde BuildinSCude AcceptenccNo �• E iiatia gate (o By aml ado F No.58T05 �-90 I(3o 11 u i ��'•.. TA ED .1A OF FLORXID ('j�, /SS/ONA%, A. LYNU befell R, P.E. FL P.E.# 59706 Teti) C 47e Mullion Capacity Table (iballl2) Opening Width (foroaNcally-spamlirg mu0ons) ar Opening Height(for hofthia11)aBpati6gg mullions) SO in 60 In 70In BD In 90 in 1001n 1201n 1401n 160In 3.25" 30 Rectangular towing ThVMang, Loading Rectangaar Loading Treolifla g. Loading ReclanBOlar Lading Tmp(Tdang, Loading Ra0lengalar Loading 71ep701ang. Loading Redangular Loading TraplTderg. Loading Recterguler Lead" TrepRdang. Loading Rectangulm' Loading Trep/llerp. Loading ReelergWer Loading Treprttlarg. Loading ReclerpWer Loading Tnpridenp. Loading DEG. AL BAY MULL k. �Ig 9 � k 42In WILD 020 170.0 435 170.0 744 170.0 478 170.0 888 170.0 M 170.0 992 170.0 519 170.0 1116 170.0 621 170.0 1240 17QC 521 170.0 1488 1=0 521 170.0 1738 170.0 821 149.1 1740 170.0 521 49 in 170.0 708 170.0 524 170.0 OW 170.0 584 170a SM 170.0 030 170.0 1133 170.0 661 170.0 1275 170.0 877 170.0 1417 170.0 650 1522 1622 170.0 680 13MB 1522 170.0 680 114.2 IS22 170.0 BBO 60.0ffiin 170.0 747 170.0 W3 170.0 890 170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 184.2 1443 170.0 7W Me 1443 170.0 766 117.3 1443 170.0 768 1026 14Q 170.0 7W 641n 170.0 TOT 170.0 412 1T0.0 950 170.0 691 '170.0 1116 170.0 734 170.0 1275 170.0 W3 100.4 1353 170A ON 144.3 13W 17MO 858 120.3 13$3 170.0 801 103.1 1353 170.0 861 S02 I= 170.0 eel 801n 170.0 WS 170.0 701 IMO 1083 170.0 797 167.0 1216 170.0 676 140.1 1210 Vag 944 129.9 1218 150.0 B36 116.9 1218 1521 924 97.4 1218 UM 013 63.6 1218 140.1 913 781 1218 140.1 013 63 in 170.0 SW 170.0 745 170.0 ilia 17MO 8W 1W.2 1150 168A 933 131.4 1150 Ind S14 110.8 11W 141.9 BB0 1051 1150 134.2 885 87.8 1150 120.7 871 751 INo 120,2 570 65.7 1150 1252 070 as In 170.0 974 170.0 789 152A 1D4B 165.8 881 13MO 1048 140.6 664 114.3 1040 133.1 6W 101.0 1048 123.4 W9 91.4 1043 1160 W0 783 1048 IM4 821 6S3 1088 100.2 818 57.1 1048 106.2 818 C 721n 140.0 800 147.9 764 117.4 BW 120.0 748 100.0 Boo 110.8 734 B80 8W 100.0 722 70.2 680 92.0 712 70A 0W 68.2 703 M7 BW 79.2 60 90.3 880 70.0 060 44.0 aW 78.4 6W 75In 119.7 790 12M 690 92a 700 lOBA e70 85.9 790 03.3 60 74.8 7W 03.9 6W 68.5 790 78.0 648 66.9 700 71.7 w5 49.D 790 BS7 024 42.8 790 ISM 819 37.4 f90 81.6 817 i 7eN 110.8 7W 1/S6 657 923 750 e8.1 1i44 70.1 7W 86.9 692 6112 7W 77.1 ezt 51.5 7W 70.0 612 65A 760 e5.7 eos 482 7W 584 ta34 988 760 sat sea 34.0 7W 886 aea 901n 72.1 503 74A 600 60.1 W3 629 401 51.5 6M 54.8 483 IM 5W 489 476 40.1 Sea 44.4 46B 38.1 663 4D.9 482 30.0 1 663 382 452 2S8 WS 33.3 445 225 W 31.0 442 go in 69.4 493 61.1 443 49.6 495 61.6 435 42.4 493 44.8 427 37.1 485 Sag 421 W1 495 38.1 416 20.7 405 33.2 409 24.8 485 29,1 400 21.2 495 28.6 394 106 495 1 25.0 390 108in 41.7 301 .42.6 353 34.8 391 35.9 348 20.8 391 31.1' 342 2&1 391 27.6 337 282 391 24.9 333 20,6 301 22.8 328 17.4. 391 10.7 321 14.9 301 17.8 016 1111n 384 370 392 33S 320 370 no 330 27.6 3T0 Me 326 24.0 370 25.3 320 21A 370 226 31B 19.2 WO 20.0 312 1S0 370 10.1 308 ' 1201n 30.4 317 30.e 1 He 2S9 317 260 2B4 21IJ 317 226 280 19.0 317 1e.9 27S 10.9 317 77.8 273 1441 17.6 1 220 1 17.6 L 203 Anchor Capacity Table pb•) Anchor Clip Pauerns Sabstrals 27k COwdo 3.6k Conn. I wflowcmu FIVw CMU PT Wood 19elN Anchor Typo: 3118' Eloo l3kerxn 1J4• Eko IRIBcon NlV Elco Igtmeon 3116' Elm Nueeon 1/P Elm Uikemn 114• SS EICO Algie0stor 6116• Elco U traco0 V4• SS Elm AggroCator MID Sleei 8cmw (GN a12 Stall 6raew (G5) 912 Slad SCmw (68) Edge Distance pn): 1• 2.11r 7• 2.11r 3-1/8' 1• 2-tlr 1• 2.112' r 3•U6' r 0.48' Ixw 0.324` Embedlnem pnT 1d14° 1314 1.31a• i•3l4' r 1-01' 1-1w 1.114"1.11a• 1-114" r - 1.11a13B'(aes note 4) 2 AnabolS Q V Min. O.C. 1R) 2x6MSle Gipa(Fig. 1) 3Bp Ib.1 390Ib OW ib, 890IDb MOM 270 ga 2BD Ibe e t 740 54B8lbs 720 Ib3 1182Its 3.l, 4201W580ib.14 Anctars ®3.5" Min. O.C. / R12x3 AIgle CVpa (FIg. 2} 70D roa 7W � 7BOIbs iB101W 2525lbs 640 b 6601he 11201be NO Iba 6W ilia 2364Ibs 0521ba BIO the 1f2016e 8 Andhms ®271' Min O.C. ! R) 2x5 Algie CBpa (Fla 9x 1120Ibe 112D I� S58 Va 2240 @s 22S416a WA 64016a WA 10591be WA 1320 @s WA WB ilia 12601he 16W Iha FIGURE 1: FIGURE 2: FIGURE 3; ANOLE 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 24 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 18-21). ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS M20. 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 8083-T6 AND BE A MINIMUM OF.1281 THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045• THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125• THICK AND ASO. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. VI r Mau - .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. Fwt .1\\L11111117//7 * N0.0705 * ' STATE 0 :' - A. LYN/OMIIII" P.E. FL P.E.# 58706 Width ) 50In ( 601n ' 701n I 801n I 90 in I loam 1201n 1 140 In 1 160In 3.26" 46 Loedlre Lasakg lnadinp Laadirg Loedkg Loedinp I Loedlry7 Loedinp Loed)rg Loadnp Loetllnp Laedlnp loerllnp Lasdina lire LoarLnp lmdfre 1.oamre DEC, AL _$g n € BAY MULL MARI C 1:4R Anchor Capacity Table (Ibs) Subatrete: 2.7k Cmto 3.6k Cone. I Follow CMU Filled CMU PT Wood Metal An liol Cap Pattern Andmn Typo 3118 Eiw U Fuool 114' Ek0 {)@a0a 1 B/16• Etao Uklewn 311(P E1co Ullleoon 11V Elm Ulbamn 1/4' 86 Eloo AapreGalm 6118' Eoo U 612an 11T SS Eko AapeOetor 010 Soel Slew (GS) $12 6YBei screw (G5) 912 Slesl Serew(65) Edge IXetenee 0n r 2-1l2' 1' 2.112' 3-118•ff270250 r 2.112' 2" S-t/6• r a46' 0.54" 0.324' Embadmeid Col 1.314' 1314• 1.114• 1;1/4• r 1.114• 1-114• 1.114• 1-lie 2• l-w 13/6• (see note 4) 2 ® . O.C. 1(2) 2x6Argle CUP (Fla. 1): 0801bs $90 Ibs 46p iftba 17001ha 964 bs 74D 466 720@s1182 On 32B Ds 42D Ibe 880 bs 4Anchon @ 3.6'Min. O.C./(2)2x5 Anple Gipa (Flp. 2)' 780 Du 7801W 76)1bs 1670lbs 26261bs N/A 1120lba 638 @s 680 @e 238416s BtSt @s 84010e 1120lbe6Anchors @2.71•Mla O.C./(2)2x5Argb or" (Fig 3) 1120W 11201ba 8581be 2246lbe 225416e WA I 10S610.1 WA 13201ba NIA 870 @s 1280Its 1 16H The 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 S14EET22 FOR INFORMATION ON LOADING. SEE SHEETS 24 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. ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED W THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18.20. 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 .W' THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .126' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST SCREW THREADS BEYOND THE MATERIAL. ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP_) X / ANCHOR CAP.,,,,,,,,• _ANCHOR CAP.,® 1 MULLION CAP.,,m,,,�, 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. PRODUCT REVISED as complyiq whh tho Florida Duildibg Code II �n�pe Aemplance No 11"DCT22., 1° X 2.76' X .650' MULLION 6063-T6 ALUM. XSECTION '}�{ 1--.125' j'j t--'.125" -•i i�.12b° II STANDARD CLIP II OXSTe ALUM. ECTION Ir 6063TO ALUM. I 2X6 ANGLE CLIP 2.000• I XSECTION I 2.126' 6003-TB ALUM. 2,p00" XSECTION .126" � .126•J I g IL �•1 .740" I� 6.500' 3.125 CUT HERE TO .376' .375° '-`( _CREATEF-CLIP, SEE MW, MIN. DETAILF,SHEET4 1.16" MIN. I 1 A O.C. 0.312" STANDARD CLIP 80B3-T8 ALUM. TOPVIEW 5.500' .375" .375° � MIN. MIN.. I �Nl N. -( O.C. 0.312° B I I D C OFFSETCLIP •126' I 6063-T0 ALUM .746"-F-- f --4 TOPVIEW ¢ .338"MIN. .000' II .375" MIN. U-CLIP 6083-TB ALUM. A I E USED FOR ALL I°XTAND 1' X 2.76° MULLIONS. SHEETS 6.8 0.312' 0., TYP. TOPVIEW 9.00D" MIN. � 1 .338" MIN. U•CLIP 0083-T0 ALUM. 1• X 3,125X X, 00" A MULL ONLY, 011L , SHE 99 E TOPVIEW .39B"MIN. U-OUP yyy 8063•T6 ALUM. 1.26'X3.18S'X.26W A (iIT� LULL ONLY. SHEET 12 TOPMEW E 2X6 ANGLE CLIP 8063-T6 ALUM. TOPVIEW TABLE B 1.25' X 3.188' X .266' MULLION 6063-TOALUM. X-SECTION Mull Dimension (sfieet #) PGT Part 0 Mullion I Std. Clip Offset CBp U-Cllp Angle Clip 1-X7'X.126"(5) 66005 668113M 6661118M 666243M 666511M 1"X2"X.375"(8) 666006 668114M 6661119M 666244M 606512M 1" X2.76° X.375" (7) 86607 668116M. 6861120M 666245M 666513M 1"X2.76"X.650"(8) 66608 666116M 6661121M 6SM46M 668514M 1"X3.125°X.500"(9) 66637M 6661116M 6661114M 666242M 868515M 1.25"X3.188"X.2W(12) 66641M 6681117M 6661113M 686241M 668516M 1.2W X2.11" X.125" (16) 69370 N/A WA WA 868517M NOTES: 1) ALL MULLION CLIPS MAY BE FACTOR'? MACHINED AND CONTAIN UNUSED HOLES. IF NEEDED, HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS GIVEN ON THIS SHEET. 2) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. TABLE A Dimension dalue .On) For Mullion: A 1.626 1" X2" X.125" Aluminum Tube Mullion - B 2.664 C 0.895 D 0.740 E .450 Min. A 1J25 1" X 2" X.376" Aluminum Tube Mullion B 2.404 C 0.635 D 0,490 E 0.460 A 1.876 1"X2,76""X .375 Aluminum Tube Mullion B 3.= C 0.757 D 1.118 E A50 Min. A 1.312 1" X 2.7W X 650 Aluminum Tube Mullion B 3.000 C 0.478 D 0,838 E A50 Min. A 2.000 1" X 3.125" X .500' Alum Tube Mug B 2.637 C 0.863 D 1.137 E .460 Min. A 2.625 1.2S' X 3A8W X.266" Alum Tube Mug B 3262 C 0.862 D 1.762 E 450 Min. A 1.813 1.26' X 2.11" X .121" Alum Tube Mull 111111I 11)T"' `� '�� ' \,\CENSF'• ;FOP `: �t No.58705' ="D L(J 113�11 ^` ��� •. STATE F .• �, PLORVO SIONA1,,� A LYNN �AILLELIi, P.E. FL P.E.# 68705 .126° 3° 30°BAY MULUOd 3250' 6003-TB ALUM. NXSEC710 .228�-.981'-4 45' BAY MULLIO 6063-T6 ALUM. XSECTION .125• z.000" I .12s STANDARD CLIP 6083-T6 ALUM. XSECTION .976° CUT HERE TO 9.126°�_ CREATE F-CLIP, SEE •376° MIN. I DETAILF.SHEET4 MIN. I �g,312" O.C. sr6•C --- --- I F I O q STANDARD CUP 6063•T6 ALUM. TOPVIEW 5.500` 976' ,376' MIN. I MIN. `/}� — `� 0.312' O.C. 2.250" I 3.000' H O O O NOTES; 1) ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. IF NEEDED, HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS GIVEN ON THIS SHEET. 2) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. OFFSET CLIP 6083-T6 ALUM. TOPVIEW L .938' .46D" O MIN, F 1 � 4� W0.226" U-CLIP 6063.76 ALUM, USED FOR ALL 1' -X 4• MULLIONS. SHEETS 10811 TOPVIEW TABLE D TABLE C --•1 I�-.126' �� y�yy��jJJj�� T4 2.000°cm �Y 126' N tLs 0 2X6 ANGLE CLIP 6083-T6 ALUM. J XSECTION M m It LLI y 5.000° 375' O m MIN. 1.- Z Pfq 2.71" MIN. O.0 (BAY MULLS) O O 3.00• MIN. O.C. (1- X 4° MULLS) 2X5 ANGLE CLIP 6063-T6 ALUM. F— TOPVIEW Dimension Value pn) ForMulllon: F 3.887 1°X4°X.126° Aluminum Tube Mulllon G 1.000 H 2.680 F 3.187 1 ° X 4" X.375" Aluminum Tube MuOion G 0.757 H 2.430 F 2.813 30' Bay Mull F 1 2.876 45" Bey Mull Mull Dimension (sheet#) PGT Pert # Muillon Std. Clip Offset Clip U•Clip Angle Clip 1°X411X.1261(10) 69304 W6111M 6501122M 66=11M 666518M 1"X4°X.375" (11) 06610 686112M 6081123M 666242M 806519M 30 Degree(18) 86049 WA NIA N/A 8W5110M 45 Deglee (17) 1 .66650 WA WA WA 6665111M Rats NN le k No.58705 o a ti ��Q ••. ST TE OOOF ; rr'r�S'/ONA�- A. LY'fU01LL�'Fi P.E. FL P.E.# 58705 TABLE E g 0 STANDARD CLIP I U•CLIP 2X5ANGLECLIP o 8063•T6 ALUM. 6063T6 ALUM 6003-TO ALUM. gam` 2.000FL XSECTION 2.125' XSECTION 2D00•L XSECTION NOTES:NAN 1) ALL MULLION CLIPS MAY BE FACTORY MACHINED .126" I .126° ,126° ' S AND CONTAIN UNUSED HOLES. IF NEEDED, HOLES to MAY BE DRILLED IN THE FIELD FOLLOWING i�1.490°--I O DIMENSIONS GIVEN ON THIS SHEET. 1.490' J 2) SEE SHEETS 2-4 FOR GENERAL INSTALLATION 6.600' METHODS. UW. 2.000° 3.600, CREATE F•CuP, 1I-�- 6.000" W W a .375° SEE DETAIL F, .376' rC 1 0] o r- .375" 3.000° MPI, O.C, ,376' ZO M MIN. SHEET4 MIN. 0.226" 1p MIN. N I I O + p z ul ,.716• 1.344' 0.912• 4.000" MIN. O.C. 2688" D.C.I d .250' 2' X 4' X .2S - - - - - - 3.438" 3.438" - - ©-- - - - - U MULLION 0.312' 3A3W O Z N 6063•T6 ALUM. I I Z G xsEcnow , .37s ,n O I O O O MIN. of o 2.820' 63T' MIN. O.C. Q Q O .260' Z 0f!� STANDARD CUP U-CUP 2X5 ANGLE CLIP e,''O 6063-TB ALUM. 6003-TO ALUM. 0063TBALUM. OC TOPMEW USEDFORYX4' TOPVIEW m °� 5.60D' MULLION, SHEET 13 CUTHERETO TOPVIEW r-2000'--j .376• 3'60V CREATEF-CLIP, 5.000, Q SEE DETAIL F, .MIN. �✓ MIN. r SHE DE MIN. 0,�6• E 3.000' 376° ..376° MIN. 0.312° - 1.344° O.C. L.1.500' PRODUCTREVISED O 1 O MIN. e,compl,l,**1ILUreFW" SvOd6ig ce, AcaptmlcaD 250' 6.000" t 6.43ir - - �- - - - - ivtiaml a Produc B' 6.438' `\�lllll 6aMULLION ALUM. O I O 1 _� %SECTION Q •'• I .375' * ' No. 5$705 O MIN. _ 1y .037'MIN. O.C. :�%� a SfA EOFI .250° 2.620 U-CLIP STANDARD CLIP 6063•T6ALUM. USED FOR Tx6' 6063-TBALUM /iS,S10NA\- °,• TOP VIEW MULLION. SHEET 14 TOPVIEW A. LYNN IVII�.�.IER,1P,E. TOPVIEW FL P.E.# 58705 MUII Dimension PGT Part (sheellf) E Mullion S6i. Clip U-Cllp Angle Clip 2" X4" X.26° (13) 66802 686281M BB8271M 6685112M 2" X 8" X .25" (14) 66804 886282M 888272M 866@113M 1.715 MIN.O_C�., ` 1 R �_ 4.888' 6.43 Q I EXAMPLE 7L MULLION LENGTH 1: SINGLE VERTICAL MULLION NO ANCHORS IN HEAD --- FENESTRATION DETAILS,EFROM PHODUCfs sH APPROVAL 23 ^ SEE . DETAILS. 3, SHEETS %- 23 NOANCHORs IN WLVDOW SILL F—MULL WDTH ---G WIDTH THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES. THE WINDOW FRAME DEPTH IS 2-1/4'. THE OPENING REQUIRES A DESIGN PRESSURE OF+BO.0/-60.0 PSF. 1) INITIALLY ASSUMING THAT 1" WIDE MULLION IS SUITASLE,THE MULLION LENGTH IS 77' AND THE OPENING WIDTH IS 32'+32+1"=66. REFERENCING SHEET 22, THE COLUMN USING RECTANGULAR LOADING MUST BE USED. SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-1/4" AND WILL MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF +00.01-60.0 PSF. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE. TABLE 3A. SHEET 7, THE 1• X 2.76• X.375' MULLION (LENGTH - 72, OPENING WIDTH - 70') MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS y-6B.3 PSF AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. FROM TABLE 4A, SHEETS, THE 1' X 2.76' X .650" MULLION (LENGTH = 72", OPENING WIDTH = 70") HAS A DESIGN PRESSURE OF +1-72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE OPENING AND MAYBE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 636 LBS. 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) 912 ANCHORS AND THE 2X5 ANGLE CLIPS WITH (4) #12 ANCHORS HAVE A CAPACITY OF 840 LBS. THOUGH EITHER ONE COULD BE USED, THE STANDARD CUP IS EASIER TO INSTALL. 3) VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTETHE LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATION PRODUCTS, WILL APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. IN THIS EXAMPLE, THE DESIGN PRESSURE REQUIRED WAS +/-60.0 PSF. THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 PSF WITH AN ANCHOR CAPACITY OF 636 LSS. ALTERNATIVELY, THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 60 PSF: (60 PSF) X ( 638 LBS 524.9 LBS (MAYBE USED TO QUALIFY # 10 STEEL SCREWS FROM TABLE 4B) ` T2.7 PSF z O J UU qe� Td 6 'i b� a N t N O M THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL THE WINDOW FRAME DEPTH IS 2.316'. THE OPENING REQUIRES A $ DESIGN PRESSURE OF+60.0145.0 PSF, J S Q Y FOR THE VERTICAL MULLION. 1) INITIALLY ASSUMING THAT A WIDE S Q Of �Z 1" MULLION IS SUITABLE, THE MULLION LENGTH IS 32°+721+1'-IOW AND THE OPENING WIDTH IS 36•+38"+1°=73°. REFERENCING SHEET 22. THE COLUMN USING RECTANGULAR LOADING SHALL BE USED, SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-3/8" AND WILL MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+50.0/-65.0 PSF. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, g1 gg J gIo EXAMPLE 2: MULTIPLE MULLIONS USE THE NEXT LARGER SIZE AVAILABLE.UJI g MULL��=II= FROM TABLE 3A, SHEET 7, THE 1"X 2.76' X .375• MULLION (LENGTH -108% OPENING WIDTH - SO') MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS +1-15.1 PSF IL SC ' AND WOULD NOT BE SUITABLE FOR THIS APPLICATION.i-nl FROM TABLE 9A, SHEET 13, THE 2' X 4" X 250' MULLION (LENGTH -108", OPENING WIDTH - 80") HAS A DESIGN PRESSURE OF +/-84.7 PSF WHICH EXCEEDS THE REQUIREMENTS a Z p SEE FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS. a SEE DETAILS, TION SHEDS 23 BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD 2' TO THE WIDTH OF THE MULLED UNIT, THE ADJUSTED OPENING WIDTH IS 361+36"+2--74°, NOT 73-AS PREVIOUSLY m o•••i �& ASSUMED. VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING. ALTERNATIVELY, THE WINDOW WIDTHS MAYBE REDUCED TO MAINTAIN 7P�RODUM AI THE 73• DIMENSION (35-1/2'+35-112-+2•-73ry, r I 1 2) USE TABLE BB TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE IN THIS EXAMPLE, ASSUME THE POURED VERTICAL I I CONCRETE HEADER AND SILL ARE 8• WIDE. IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8', CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE MULLION ` —� BEE �� SEE — USING THE STANDARD CLIP WITH (6) 3116• ULTRACON ANCHORS ATAN EDGE DISTANCE OF 2AM GIVES AN ANCHOR CAPACITY OF 1060 LBS WHICH IS GREATER, AND LENM DETAILS, DETAILS, 6 THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITYOF 971 LBS. OPENING SHEETS 2-3SHEETS FOR THE HORIZONTAL MULLIONS: MONT FOR BECAUSE THE VERTICAL MULL WILL BE A 2" X 4• X .250' MULLION, IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS, ALTERNATIVELY, ANOTHER HORIL MU MULLION TYPE COULD BE CHOSEN. - RODUCTREVISBDLuON is oomplyInS with dw Flmide 1) THE MULLION LENGTH IS 36"AND THE OPENING HEIGHT IS 321t721a2° =106". REFERENCING SHEET 22, THE COLUMN USING TRAPEZOIDALRRIANGULAR LOADING MAYBE oilCode USED, FROM TABLE 9A. SHEET 13. THE 2- X 4° X .250' MULLION (® LENGTH = 42", OPENING HEIGHT =120") HAS A DESIGN PRESSURE OF +1_170.0 PSF WHICH EXCEEDS THE eceptan to No .vi REQUIREMENTS FOR THE OPENING AND MAYBE USED IN THIS APPLICATION. NOTE THE ANCHOR C'APACITYREQUIRED OF621LBS. Imtmnpau J(p SEE DETAILS, SHEETS 2) USE TABLE 9B TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CUP TYPE REQUIRED FOR THE CMU SUBSTRATE. IN THIS EXAMPLE, ASSUME THE CMU JAMBS ARE B" y 23 WIDE, IF THE LIULLION CLIP WERE TO BE CENTERED WITHIN THE S', CARE MUST BETAKEN TO MAINTAIN THE FASTENERS EDGE DISTANCE USING THE 2X6ANGLE CUPS WITH adelrSiuu 1 1 (4) 3116• ULTRACON ANCHORS AT AN EDGE DISTANCE OF 1' GIVES AN ANCHOR CAPACITY OF 6401SS WHICH IS GREATER, AND THEREFORE SUITABLE, FOR THE REQUIRED 1 � 111 1111 ANCHOR CAPACITY OF 521 LBS. MA ONy .......... L."OPENING 4) FOR THE "LIP IN THE HORIZONTAL MULLION TO VERTICAL MULLION, USE THE SAME ANCHOR CAPACITY OF 521 LBS. TABLE 9B FOR THE U-CLIP SHOWS THE ANCHORACENSF�EHmHCAPACI Y IS 1074 LBS WHEN USING 3 ANCHORS, WHICH IS GREATER. AND THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 521 LBS. THE \\`� YADTH FOR VERTICAL MULL ANCHOR TYPE IS A#12 STEEL SCREW. iC 140.58705 _ FROM THE ABOVE STEPS, OUR MULLION DESIGN PRESSURE IS: •' +1-64.7 PSF FROM THE VERTICAL MULLION; +1-170.0 PSF FROM THE 3W HORIZONTAL MULLION ATTACHING TO CMU; "� ) 3 3 )i w� +/.170.0 PSF FROM THE 36• HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION UNTERSECTION} ST T�•=�: THE LOWEST DESIGN PRESSURE IS +1.64.7 PSF AND WOULD APPLY TOALL OF THE MULLIONS. %���•'•. FLORLDP•'��j� VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE. OF MULLIONS OR FENESTRATION �ONAL PRODUCTS, WILL APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN A. LYNN11�11LLR, P.E. ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. _ FL P.E.# 58705 EXAMPLES OF RECTANGULAR LOADING: I I I I PW Ili rip II�n r Ili ^I III it LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION SILL OF WINDOWS NOTANCHORED WITH INTERSECTING HORIZONTAL MULLIONS PW PW �/ — p'4'1I/ 4 I I Iimpfir/II I!I- �I/ LOADiN6 OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING VERTICAL MULLION PW PW PW PW PW LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION I� PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS i r EXAMPLES OF TRAPEZOIDALITRIANGULAR LOADING: r mg—gog -91 g Ac Ac r= 1►i%riiiii1�R-tl i iil 11 l�I m L�� .DING OF HORIZONTAL M LOADING OF (2) HORIZONTAL MULLIONS 'o /I jl%/ II// 40 'o LOADING OF VERTICAL MULLION /IE 1I LOADING OF VERTICAL MULLION 2 u LOADING OF HORIZONTAL MULLION W IL N N �Q31 PW PW W Z t< tp0p SHIDHOC HR LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION NOTES: RODUCTRCViSE13 - 1) DRAWINGS ARE as complyingwlth the Flodda uilding Code RERESENTATIONS OF TYPICAL acepten. I. QJ PW CONFIGURATIONS. Iran bete ��p CONFIGURATIONS NOT SHOWN MAY BE EXTRAPOLATED FROM Miami THOSE SHOWN. R 1 tTt 11j 2) IF THE LOADING TYPE CANNOT BE DETERMINED, USEO? ......... R PWW RECTANGULAR LOADING. • hZ`: • ��C NSE • , * ' "105 3) SEE PRODUCTS' APPROVAL FOR _ * : No• ACTUAL ANCHOR LOCATIONS. — ST ., FLOVX LOADING OF HORIZONTAL A. LYNi M111212 MULLION ,`P.E. FLP.E.# 58705