Loading...
HomeMy WebLinkAboutNOAGOUN;[�1' s SCANNED BY St. Lucie County DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries, Inc. 1070 Technology Drive, Nokomis, Fl. 34275 SCOPE: MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/economy This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be used in Miami. Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AW (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is dete i d by Miami -Dade County Product Control Section that this product or material fails to meet the requirement,f the a building code. This product is appr red escnbed h eon, and has been designed to comply with the Florida Building Code, including the High el ity Hurricane Z e. DESCRIPTION: S roes "SGD-670" Al minum Sliding Glass Doors w/ 900 & 135e corners -NI APPROVAL DOC NT: DrawingAo. PGTO128 Rev C, titled "Series 670 AIum SGD-Non-Impact", sheets 1 through 22 o£22, prepare mannunj�,,,tec d 02-02-14 and last revised on 04/18/17, signed and sealed by Lynn Miller, P.E., bearing the Miami- e duct Control Revision stamp with the Notice of Acceptance number and expiration date by the Mi t adroduct Control Section. MISSILE IMPACT RA G. None: Appro d Hurricane Protection devices, complying w/ FBC, as applicable are required. Limitations: 1. Max eight (8) panels configuration um is allowed, having max nominal panel size not to exceed tested height & width per tables 1 thru 3. See sheets 6 7 and. 8 for Design Pressures (DP), glass types, Sill Type for Positive DP limits, applicable Standard or Heavy Duty parts and anchorage requirements. See Typ. Installation in sheet 10 for straight configured units, sheet 11 for corner units and sheet 14 for pocketed units. Pockets & Egress requirements to be reviewed by Building official. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. 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 # 16-0629.03 and consists of this page 1 and evidence page - & E-2, as well as ap rpv 1 document mentioned above. The submitted documentation was reviewed by Ishaq L Chanda, P.E. NOA No. 17-0420.09 Expiration Date: April 07, 2020 Approval Date: October 12, 2017 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted under previous approvals A. DRAWINGS 1. Manufacturer's die drawings and sections (submitted under files See below) 2. Drawing No. PGTO128 Rev B, titled "Series 670 Alum SGD-Non-Impact', sheets 1 thru 22 of 22, prepared by manufacturer, dated 02-02-14 and last revised on 06/08/16, signed and sealed by Lynn Miller, P.E. B. TESTS 1. REF Test report on 1) Uniform Static Air Pressure Test, per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 Along with marked -up drawings and installation diagram of Aluminum Sliding Glass Doors (w/ TPS, Super, Cardinal & Duraseal Spacers), prepared by Fenestration Testing Laboratory, Inc., Test Reports No(s) FTL-8717, FTL-8970 and FTL-8968, dated 02/15/16, 06/07/16 and 06/20/16, all signed & sealed by Idalmis Ortega, P.E. 2. Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94. 4) Forced Entry Test, per FBC 2411.3.2.1 (b) and TAS 202-94 Along with marked -up drawings and installation diagram of Aluminum Sliding Glass Doors, prepared by Fenestration Testing Laboratory, Inc., Test Reports No(s) FTL-5979, FTL-5980, FTL- 5994, FTL-6002, FTL-6034 & FTL-6035, dated 08/10/09, all signed & sealed by Julio Gonzales, P.E. (All above test reports submitted under files # 14-0123.11, #11-1018.17/#09-0826.13) 2. Reference Test reports 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 w/ marked -up drawings and installation diagram of Aluminum Sliding Glass Doors, prepared by Fenestration Testing Laboratory, Inc., Test Reports NoFTL-7554, dated 11/01/13, signed & sealed by Marlin D. Brinson, RE (This file has addendum letter dated 08/14/14 & marked -up drawings dated 08/19/14 & revised interior astragal marked -up Dwgs dated 11-11-13, all issued by Fenestration Testing 3. Additional REF supporting test # FTL 5254, FTL 5980, FTL 5987 and AT172138.01-401-18. 4. Additional, Reference Fixed window test report FTL-7897 (cardinal spacer) per TAS 201, 202 & 203-94, issued by Fenestration Testing lab (Test report submitted under file #15-0430.08). C. CALCULATIONS (submitted under file #14-0123.11) 1. Anchor verification and comparative analysis dated 03/18/14, 06/25/14 and Iast revised on 01/30/15, sheets I thru 67, prepared by PGT, signed and sealed by Lynn Miller, P. E. 2. Glazing complies with ASTME-1300-02, -04 & -09. , S�4c 1. u" haq I. Chanda, P.E. Product Control Examiner NOA No.17-0420.09 Expiration Date: April 07, 2020 Approval Date: October 12, 2017 E-1 PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1 None. F. STATEMENTS (submitted under file 414-0123.11) 1. Statement letter dated 10/08/15 of compliance to FBC 2014 (5a' Edition) 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 # 15-1013.14, expiring April 07, 2020. 2. Test proposal # 16-0125 dated 03/09/16 approved by RER. 3. AAMA's Technical Paper for SGD & Bi-fold doors referenced to FBC 2014 (5`h edition). 4. Test proposal dated 6/4/13 & 08/12/13 approved by Jaime Gascon, P.E. 5. Test proposals No(s) 09-0177, 0177-A, B & C approved by BCCO. 2. New Evidence submitted A. DRAWINGS 1. Drawing No. PGTO128 Rev C, titled "Series 670 Alum SGD-Non-Impact", sheets 1 through 22 of 22, prepared by manufacturer, dated 02-02-14 and last revised on 04/18/17, signed and sealed by Lynn Miller, P.E. B. TESTS 1. None. C. CALCULATIONS 1. Anchor verification calculations and structural analysis dated 04/18/17 and last revised on 08/09/17, complying with FBC-217 (611 Edition), prepared by PGT, signed and sealed by Lynn Miller, P.E. 2. Glazing complies with ASTME-1300-02, -04 &-09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance to FBC 2014(5`h edition) & FBC 2017(01 Edition) and letter of no financial interest, prepared by PGT, dated 04/18/17, signed and sealed by Lynn Miller, P.E. G. OTHER 1. This NOA revises NOA # 16-0629.03, expiring April 07, 2020. rshaq L Chanda, P.E. Product Control Examiner NOA No.17-0420.09 Expiration Date: April 07, 2020 Approval Date: October 12, 2017 E-2 SERIES 670, NON -IMPACT RESISTANT SLIDING GLASS DOOR INCLUDING POCKETS & 900/1350 CORNERS GENERAL NOTES 1) GLAZING TYPE OPTIONS: SEE TABLE B, THIS SHEET & GLAZING DETAILS ON SHEETS 4 & 5. 2) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM El 300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM EI300. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASO. 3) ANCHORAGE THE 33-1/3% 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 CURRENT FLORIDA BUILDING CODE. FOR ANCHORAGE DETAILS SEE SHEETS 6-14. 4) SHUTTERS ARE REQUIRED PER FBC REQUIREMENTS, AS APPLICABLE. 5) INSTALLATION SCREWS, FRAME SPLICES, FRAME AND PANEL CORNERS TO BE SEALED WITH NARROW JOINT SEALANT. 6)REFERENCES: ELCO ULTRACON, CRETEFLEX AND AGGREGATOR NONE, ANSVAF&PA MI FOR WOOD CONSTRUCTION AND ADM, ALUMINUM DESIGN MANUAL. 7) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE CURRENT FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 8) DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE, AS APPLICABLE. 9) TEST REPORTS: FTL-5254, FTL-5979, FTL-5980, FTL-6987, FTL-5994, FTL-6002, FTL.6034, FTL-6035, FTL-7564 AND ATI 72130.01.1401-18 TAR! F R SFF ❑FTAII S ON SHEETS 4 & 5: Glass Type DBscripdon(Listed from Exterior Interior) 3HS TEMPERED 01A Ve TEMPERED GLASS G2 SS♦Sir AIRSPACE+ WIV TEMPERED GLASS GM 1- I.G.:1/4' TEMPERED GI ASS a 10 AIRSPACE a 1/6' TEMPERED GLASS DESIGN PRESSURE RATING I IMPAGTRATIND SEE TPBLE51,2830N SHEL-TS 6.755 NOT FATED FOR MISSILE IMPACT RESISTANCE CODES I STANDARDS USED: a2017 FLORIDA BUILDING OODE (FBC). 6TH EDITION a2014 FLORIDA BUILDING CODE (FBC), 5TH EDITION *ASTM E1300-M *ANSVAF&PA NDS-2015 FOR WOOD CONSTRUCTION *ALUMINUM DESIGN MANUAL. ADM4015 *AISI S100.12 *AISG 380.10 GENERAL NOTES.............1 EXAMPLE CONFIGS.......... 2-3 GLAZING DETAILS ............ 4,5 ANCHORAGE .....................6-14 DESIGN PRESSURES.......641 INSTALL DETAILS........ ......12-14 ELEVATIONS ..................... 1S,16 PANEL ( SILL TYPES......... 17 CROSS SECTIONS ...... ...... 18.19 PARTS LIST ....................... 20 EXTRUSIONS .................... 21,22 DERI. OFADTH fIBtM Anchor Group Anchor Type Fmme Member Bubsimm min. Mg. Given Min.o.o. Dimon Nin. Matel ulclmev A 012184 SMS, (F,-M MI, F,p 95 kel) 02410 GS SM8, (F,• 90 W. F, 110 keI) Al SMlhem Pirc (SG • am) 9116' ]4' 14R' 60SyTS Mean= wr w18' 0.095 -ABB Steel 32' 911B' 0.05T Gr. n Steel Mw MB' 6116' 0.040 (IS OB) IN' Elea AN.-Geto0 F,-ST 'al, F,98 M1 All O*Mmte In. 222 keI 1-12' w 13S Jamb I P4mok F01M Blok ASTM C90 2' 3' 2 Jamb I P4mok HNIow Block TM C9B 2- S 1.114' All SR; ham Rne G=OSS 1' 1' 14V B M28t.ISMS(Gc5) (min.e131hleatlabryo,N metaleulOeate) All S mPln (SG e0.55) 8118 7I8' 14S BOB315 Akaninun 318' BIt6' DOW Saw Saw "steel Or. 33 fi@ei Stltl 9I8' 8/1S 6;(18 D.e93 1B Ga c lie EIco Ult.0 F,e155 keI, F,177 keI All Co1msea(Mn. 2.5.5ke1) 1. a 1-3aw Jamb/PLook XMI*w BbG (A81M CB0) 1' S 1-lie 1/4' EIco UII18COIVID All Connmb min.2.85e 2.1Q" P 4S Jamb I PL % FIRM Bbck GTM C80 2-12" 4' F� 155 k p I PLoak Hollow Block ASTM M 2.1/Y B' 1-114' 0 ' 410 Be Elea CreteFbk® -iVA keI, F„� 189.7 W 4/SIII ConcmN min. 3.35 keI 1' d' 13W Jam Lnk Ccnc2te min.3.95 keI P 8' I4e Jmnbl Lack Helm Shock SIN Me 2-11Y 6' 1-11P II ScUthem Ploe SG•0.55 1' 1' 13IS 1)WHERES AH CONOIT UIpE ANCHORAGE FROM MORE THAN ONE OF THE ANCHORGRDUPB MOVE. CHOOSETHEPOFTHELOWESTLETMRFORALLTABLESINTH(SAPPROVAL. 2)ALL'AN OR HEAD TYPES ARE APPLICABLE. 3)FORSTEEL STUDS, MIN. FU = 45 KSI, MIN FY-33 MI, 4) FILLED BLOCK VALUES MAY AILED BE USED IN HOLLOW BLOCK APPUCATIONS. 6)ANCHORS MUST BE OF SUFFICIENT LENGTH SO THAT A MINIMUM OF 3 THREADS EKTEND BEYOND METAL SUBSTRATE. ANCHOR NOTES 1) FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY. USE ONLY MIAMI-DADE COUNTY APPROVED ANCHORS. SEE TABLE A ON THIS SHEET FOR EMBEDMENT, EDGE DISTANCE AND SUBSTRATE REQUIREMENTS. 2) FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE A, THIS SHEE 3) WOOD BUCKS DEPICTED AS IX ARE LESS THAN 1-i/2'THICK. FNoaut r SEYIBBB PROPERLY SECURED, 1X WOOD BUCKS ARE OPTIONALIFUNITIS "�PV�wBY1YC 4 N.rba co& INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS AteFtl*a No t 7�092c-61 DEPICTED AS 2X ARE 1-V2" THICK OR GREATER. iX AND 2X BUCKS Eak0a D*RAPaa72o2& (WHEN USED)SHALL BE DESIGNED TO PROPERLYTRANSFER LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS may. p,W,ealGmpy THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD & TO BE REVIEWED BY THE BUILDING OFFICIAL. 4) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. 5) IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS 1111n 111 r1r NOT REQUIRED. IF USED, NON -SHRINK, NON-METALLIC GROUT, a1�kO••LLDENE MAX. 1/4" THICK & 3400 PSI MIN., (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO;• C^ T THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF NBwm SUBSTRATE IS WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. kx..` e^wa^ - A. LYNN MILLER RE SDD4l0 �S 1 a 22 PGTO128 C I P.E.a58705 EXAMPLE CONFIGURATIONS MAX. UNIT WIDTH NOM. PANEL WIDTH PER TABLES 13 Jc I > MAX. UNIT 1 I� HEIGHT I;6 PER TABLES I3 i � vacrcEr NOM. F PE MAX HE PER TA NOP _ r �, 17-7 NOM. 1 PE � D MAX RR HE 29 TABI w 3-PAafi CONFIGURATIONS1+7 3 MAX. UNIT WIDTH NOM. PANEL WIDTH 1 PER TABLES 13 MAX. UNIT HEIGHT PER TABLES 13 1 w 1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB LOCATIONS USING DETAIL "Jw','JC, "Kw -OR "Kc" INSTALLATION. EXAMPLE: 4-PANEL XXXX IN POCKET(p) CONFIGURATION CAN BE pXX%Xp, pXXXX OR XXX(p. OXXX IN POCKET CONFIGURATION CAN BE OXXXp. 2) 90- 8135- CORNER CONFIGURATIONS CAN BE A COMBINATION 7 OF ANY 2 STRAIGHT CONFIGURATIONS. u08i 3) FOR NOM. PANEL WIDTH, SEE TABLES 13. B°a '0'= INOPERABLE PANEL, � 'p"=POCKET DETAIL LETTER = WOOD OR METAL INSTALLATION ® b" = CONCRETE INSTALLATION SHEET NUMBER _ 41 V. /Si iYaf87iCa�kl�aikl I�•1 �� �+� arm IIW iL'afR7 iV m Ql m m .n m fV iRl Q'a ill Lil m i�l�'�l f1ml'a 5-PANEL CONFIGURATIONS WIDTH = NOM. PANEL WIDTH - 7- HEIGHT = DOOR UNIT HEIGHT-10.125" EL HEIGHT= DOOR UNIT HEIGHT - 1,866" •III 101 • u?.nTaaT.�1 MAX. UNIT WIDTH NOM. PANEL WIDTH PER TABLES 13 -J�r i � 1 PROOU[fREYISPU Jw I Ihr F1Wp fc Kop MAX. UNIT 1 8 sEEwNa WtliuWN��BY 1 -0 1ee5 E'WvMUne HEIGHT ¢¢ PER TABLES 1-3 1 0 NOTE 2. SHE1 xAEs�r,',� 6" 111-g. M++�' Rao raCuelC s FocxEr ! 8 I 1 a`��`nNY LYNAr L ..CFAUML'Bi68 2 - 22 1 PGTO128 - Y REY : r; F �i lC �'�'nT ORION..•' \��� EXAMPLE CONFIGURATIONS MAX. TESTED UNIT WIDTH = 355-7116• @ O6" HEIGHT 300-1l4" @ 12T HEIGHT NOM. PANEL WIDTH PER TABLES 13 t e MAX. UNIT t HEIGHT, 1 96•DR 120" 6-PANEL CONFIGURATIONS MAX. UNIT WIDTH NOM. PANEL WIDTH PER TABLES 1-3 CONFIGURATIONS NOTES: 1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB LOCATIONS USING DETAIL 'he', "JC, 'KW OR"Ke INSTALLATION. EXAMPLE: 4-PANEL XXXX IN POCKET (p) CONFIGURATION CAN BE pXXXXp, pXXXX OR XXXXp. OXXX IN POCKET CONFIGURATION -J`�--- CAN BE OXXXp. 1 1 2)90°8135'CORNER CONFIGURATIONS CAN BE ACOMBINATION 1 t OF ANY 2 STRAIGHT CONFIGURATIONS. inn 3)FOR NOM. PANEL WIDTH, SEE TABLES I-3. g0 "X'=OPERABLE PANEL, "O•= INOPERABLE PANEL. "p•=POCKET r—DETAILLETTER ." = WOOD OR METAL INSTALLATION ^II a® "C=CONCRETE INSTALLATION YC� }--SHEET NUMBER 1 DLO WIDTH =NOM. PANEL WIDTH -7" to t DLO HEIGHT= DOOR UNIT HEIGHT. 10.125• MAX. UNIT PANEL HEIGHT =DOOR UNIT HEIGHT -1.868" GHT PER TABLES I3 lxzz -7-PANEL CONFIGURATIONS MAX. UNIT WIDTH NOM. PANEL WIDTH PER TABLES 13 _ MAX. UNIT HEIGHT PER TABLES 13 I @�47iCl�E1iC� m m nnnn m m m m m &PANEL CONFIGURATIONS csRr. o+nurn rm�w FT lw cocxtT EXAMPLE CONFIGURATIONS SERIES 670ALUM. SGD - NON -IMPACT �b scpero N75 1 3 +22 PGT0118 REWW 1rR4IlaF `�,�1NY LYryN "I No. 58705 pO.t�''. 'A GLAZING DETAILS (G1 & G1A) 3/16' T GLASS EXTERIORaT8 g314' EXTERIOR 3/16" TEMPERED GLASS TYPE G1 1/4" T GLASS . 74 RBOODOfREW 82 uw®WNwa,MM1 14 RolYa EXTERIOR b ,ca 3GLASS GASS A®b rv,Iw�IOmwq BITE 78 54 Ilµllllll/II 4" TEMPERED GLASS, TYPE G1A - ,`ati�'3..........,.M�'� *E 'O i vt N I - 77 GLAZING NOTES: Iom TEcnNaDDrn N tsNrcE Pteurs GLAZING DETAILS t�`'::°SORIDN,.;'��� ' 'r�s/ ..VAL 'T=TEMPERED �l/�.1� i:NG\ss '` Sr rtxr. ovalmL same SERIES 670ALUM. SGD-NON-IMPACT �Ilun unl` JR ObtlSN) C NO CIUNDEs THIS SHEET. yyw� u o.e m+wx� w„ 0.LYNN MILLER, P.E., JR OYrifa aa.a ® scnmo NTS 4 +22 PGT0128 C aE.wseras. GLAZING DETAILS (G2 & 32A) SILICONE HOT -MELT BUTYL STRUCTURAL 1" NOM. SILICONE STRUCTURAL V4•NOM. FOAM S/16' NOM. POLYISOBUTYLENE WITH 3/18' T GLASS WITH DESICCANT DESICCANT 5/9' AIR SPACE EXT. GLASS EXT. GLASS 3/15" T GLASS 74 EXTERIOR INT. GLASS INT. GLASS 83 3/4" KODISPACE SUPER 124 1M za127 4SG TPS SPACER®NXTT" A GLASS SS BITE 73 5S ALUMINUM REINFORCEMENT pOLYISO- NTFILLAREA 1" I.G. GLASS, TYPE G2 BUTYLENE SAW NON. 6/18,NOM. SEAL BUTYLB LICONESEAL DESICCANT ROLL -FORMED FOAM STAINLESS STEEL !INT.GILASS EXT. GLASS 1" NOM. EXT. GLASS 1/4" T GLASS IM. GLASS 12"AIR SPACE moou[r REv1® 1/4'TGLASS DURASEAL® 1n XL EDGE TO wr,r eI "tun.eL.a�o 74 t2B 8SPACER SPACER ^"'�°•ann17--^'��^ a'j EXTERIOR ftkp l arlr ye 88 L I rGuV nm 12a127 314" NOM. Parta Description GLASS BITE 79 1 1 u l I I r7 55 REFERENCE TESTREPORTS: FTL-8717, Mike Sk SW0 �`�9NY... NNE'' �; 1" I.G. GLASS, TYPE G2A P'•'•�A * : No. 58705 P% "g o GLAZING NOTES: 'T=TEMPERED 1Wµ��Nn�a27a GLAZING DETAILS '�PS-'•ORtOI;.•'G���� (a114ea1am +. iS�ONAI f;N� ` ' .r e. crar. orpum.wan SERIES 670 ALUM SGD-NON-IMPACT rm lull` JR 04NNi) C NO CHANGES THIS SHEET. M°YRba�mT yyp� p m.rc P••r•w r A. LYNN MILLER, P.E. "'• SGGSM NTS 5 a 22 PoT0128 C P.Ex5r5s J' R OT/[dld ,Aerm,,,�` ; Materiel 724 Kommeding 45G TPS Spacer System 725 Guanez Super Spacer nMwith Hot Melt Butyl Bee this Sheet far 128 Ouanez Dumseel Materials 127 Cardinal %L Edge Speeer Design Pressure (DP) and Anchor Quantities Required, Yet all approved configurations on Sheets 2 & 3) For comerazlregal sectoria on 90' or 13T contents, sea shed 11 Tebso pplbs to all Glasetypes and Doorlhet Haw �• Hs Stur Ainesal tyrese dead blow. Pos#tre (•) Dtrey ba Ilnhad by Table 1A iw 9-1/a IXA 13- 7F / I O MGroup AnchoroseP MCB9GmuP Armlv6mup A. B B D A H C D A B C O A a C D Des nPnuure a0.0/-127.1 +80.0/420 •90.o/-IfAH •90.0/-1029 Tr NJunSill GN G•1 GH G+1 C4+1 ('AN G+1 G•1 C4+1 GN GN G+9 G+1 G+1 n, OLD Jamb 10 8 e 0 10 815 e 10 ID a 6 B f0 0 e B P4iok BaT B+T B+l 8+i -- 7-8 7-8 T+B ]•8 ]+8 7+0 T+B T•0 1+8 ]•6 i+8 ]+0 Gsan PrreW. •910/-1013 •M01-1012 +90.0/-022 aea.3/6G.3 23" HeeNSill GH GN C4+1 G+1 L4+1 G+1 G•1 G•t G•1 G+1 G+1 GH C4+1 G+1 G+1 GH OLD Jamb 10 1 6 0 a 10 B 8 8 10 1 8 1 e 1 8 10 8 8 8 P4xck 8 7 6-7 6+7 6+7 NB T+a 7+6 7+0 7+8 i+B I 1+0 I 1+0 ]+8 1+0 1+B 7+8 Des'nPemces +910/-02.9 +H7.3/473 +Boo/-W +7aa/.718 2V hosell F4+1 C4+1 I C4+1 I P4+1 G+1 G+1 Gat CC+1 C4+1 D1.1 C4+1 01.1 G•1 G+1 Chi G+1 19.0 .bmb to e a e 10 8 8 9 10 0 8 3 10 a e 8 P.heek 6•T 8N 6a7 6+7 1+9 1+0 1-8 7+8 1+0 7+8 7+0 7+8 7+8 7+8 1+0 7+8 L6s nPr�ave +83]/-03.] +]BA/-78.4 N1.6/-J1.6 +010/-058 35' NeedlSlli G«2 G+2 G+2 G+2 G+2 G@ Gat G+2 G•2 G•2 Gal GH C4.1 GN GN G+1 a DLO Jamb 10 B a 0 10 8 8 B 10 B 8 .0 10 a a 8 a P-0lack 6+T 6+7 9+7 0H 7 B 7+6 7+8 I+0 T+8 7+0 7.0 7+8 7+8 1+8 7«0 ]+B E nPressure +V.11-n.1 +R0/-72 +W3/S15 +Mo/-00 '1 41" Heedeall G•2 G+2 G+2 G+2 G+2 G+2 G«2 G•2 G+2 G+2 G+2 G•2 G+2 C4 2 G+2 f 2 MO Jamb 10 a 8 a 10 8 a 8 10 e 8 0 f0 B a a P-0Pok 0 7 8+7 .... 7+8 7. 7+B T+8 T+8 7+8 Ha 7+8 AB 7+8 7•8 T+B DasOn Pressure •TLS/-YLS •aJ4/-01.4 •6L0/-01 +Sl]/341 47" Ntad18111 G+2 G•2 G+2 C1«2 Cull G+2 G+2 G•2 G✓t G+2 G•2 CN2 G+2 G+2 G+2 St" DLO Jamb to 8 8 B 10 8 8 a 10 B B 8 10 a B a PM k 6.1 e+7 J, A 7+6 7+0 7.8 7+8 T+B 1 7,8 7+11 7+a +B 7+8 7-8 7-0 LUv nPnssure •6A1/-09.1 +640/6a +676/616 +5a.B/d0.8 S3' Nae65il Gas G+3 ct✓ G*2 G+2 G✓2 G•2 G+2 C4+2 G+2 G•2 G+2 G*2 Ct+2 C,I C4✓ m„ DLO . e 10 a a 8 10 a B a 10 a B 8 10 a 8 a Piiook 6+7 8.7 6+7 fi+] I+0 ]+01 7+8 1 if 9 1 7+9 1 7+8 ]+B 1 I+a 7+a 1+6 7+B 1+a FOR EXAMPLE ON USING TABLE, SEE SHEET 7. DLO WIDTH = NOM. PANEL WIDTH - 7' DLO HEIGHT= DOOR UNIT HEIGHT - 10.125- PANEL HEIGHT = DOOR UNIT HEIGHT-1.866' SIII Halght to Max. (+) DP (Water Induration Rating) smla66redgm («)Design (Flat or Box, see Pressure, Isf SMd 17) Flush-1-12' sea nota3 Hgh-4" +90.0 SEE NOTES 1-3 OH LENGTH OH RATIO =OHLENGTH OH HEIGHT x of OH RATIO a1 SEE NOTE NOTES: 1) POSITIVE PRESSURES IN TABLE 1 ARE BASED ON THE USE OF THE 4' SILL. 2) WHEN USING THE 2-1/2' SILL, POSITIVE WATER DP IS 46.67 PSF MAX WHEN USING THE 3-1/4' SILL, POSITIVE WATER DP IS 60.0 PSF MAX. WHEN USING THE 4' SILL, POSITIVE WATER DP IS 90.0 PSF MAX (NEGATIVE PRESSURES UNCHANGED). SEE TABLE IA. 3) 4'. 34/4" AND 2-1f2' SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-12' SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. MAX. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 1 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA BUILDING CODE (SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. 4)SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION. 5)DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. 6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY FOR PAIRS TO BE INSTALLED. - eee=naci vr, IAhc Interlock P-hock Lockstile Is Jamb Straight Astragal Assembly LocksStraight Astragal Straight Astragal 9Assembly assembly 90'AsLockstileg 90'Astragal 13 Assembly Assembly 35'Astrag 135'Astragai 9tantlard Stiles Standard Sale Standard Stile Standard Sole standard Stile Heavy-duty Sole Heavy-duty Stile Heavy-duty Stile HeaWdutyStile Standard Astragal Outside Corners Outside —Ear CoInside Comer r!:C Corner Corner Outside Inside omer'11 Corner Part p60 (x2) Part#60 Part#fi0 Part#60 (Stile) Part#6J(Astrdgal) part p60 Part#118((Corner Part p119 (Out) Part#120(ln.) St Parts 931(&932 Part#61 Receiver) (Corn.&Flat Mount) N vssaa P FL suer 13H1/aelas, soae7o NTS1 6 +22 PGTO128 LYNA, * i No, 58705'P L/x ;3 xBpl _Px> nnLe z: tlmna on eBeob2R9) DaalBn Preaaun (DP)antl Anohor DYOnINaa RoqulNq br all a,unvetl Doom II FPLLamer BLhapal ellcMlpo Pn W'a rwM, Lec sFeel ll Ga HIMIt Taplaapp9eL baB ObeL tYPa. aN Be BP Im. 1 1N' IM BYIdAelyal noto LMrn or IS- Ulu 'DLo 70.70 too 81-/a'D B-/ I/Sr' bbW.PmBMlalW.y Ba Icyp grcpor IPup Mc r w m P le muP rc ry .I .P JIBS OmbE by Too. 2A. B C o A B C 0 A B c o A C D A B C o A B 0 A B C o A B C o oa. ], +eo. - + -1sr.B +Baan122o .v o/.naa • on1G. +so. /-eaa : •B60/ B.B now HUNSN CMt GM GM GH GH GH GH GN CNl GN CN1 GH GN NUN GN GN G• -1 G+1 GN 1 GH Gs1 dN G+1 CI+1 GH G+t UH CMt GN RL, e e e 10 B 8 B to a e a to e e m 10 m +0 t0 10 10 10 10 t0 m m 1a l0 10 10 Jano mo l0 ]+B 7+8 T+B T•B ]+B hB T+8 ]+a N0 T+B 7+8 7b 7+B F. TH F. NB A. NB B•B A+ B+B bB NB B+10 8.10 B+ID BNO 9•i0 BNO BNO BNO PMot d• Possum w0.0/-1N.e +00.0/-19a8 122.0 • .0/-HaB +BO.o/-ne. +B0.0/-B8.1 W0.0/-BSI •BZB/-0LB R]' NUBISIII WR GHR CN1 W1 CN1 CNi WN CSN W+1 oBN IIWN 1 csI1 U+1 cNt Gh W+t C5+1 W+1 WN CNI WN W+1 CBN CNl CNt CN1 UN 30, 1R Ill B B 11 10 B B 13 10 8 3 10 f0 12 10 10 10 13 10 10 10 R 10 10 10 Junp II 10 8 B pD B+B NB Nv B+B B+B 8+9 a B+0 BaB B 8+0 Aw 6w •B &B &B B+B 8•B ONII &10 B•10 ANO F10 B•10 B•10 5+10 p.lwk ULIn Prenw ON B+B &B B+B +&AOL121B Bw •Bp.O/-ifeA +B0.0/AC0.i +W.O/W&5 NB/-0 •K31413 a80.0/A0.0 NQ]/dQJ IImtISY W+3 CN3 CH3 05+3 CS•R LS•R G+2 LNR o512 CJ+2 Ww w CS•2 CN3 CNI GN 6+1 1 N GN W1 CH1 GN1 CB•1 W+1 G+t CN1 C5+1 LSN CNt CNI CN1 �, lA JB. t2 10 8 a 12 10 B B 12 10 B 12 10 B B 1R 10 10 10 12 10 10 10 12 10 10 10 12 10 10 10 NB NB NB 8•B B+B B•B 0+B a+8 B+8 b9 B•B N 8•B a•B B+0 B+B 9 NO all N9 B+0 NB B•B B•B BNO BNO B•10 O+tO BNO BNO B•10 BNO PMk G31pn Pnxew •80.0/AV1.0 •90.0/-10L5 +90.0/-951 +BIA/d1.9 H8.7/-0S7 NOB/AO.B •Bfl5/d&5 p 36- HaWBiI Get CB+R Ww LSw G•2 CSw C5+2 C5+2 1N2 W+3 CNR W+R + 2 R WR G•3 E +2 W+3 CN2 CN2 c5+2 W+3 C5N WN LN1 oN1 C5+1 WN 8 � OLD 12 10 B 8 12 10 B B 12 10 B B 12 10 B B 10 10 10 13 10 to 10 12 10 10 10 12 10 10 10 ymp O+B B+a 6+9 B+B 8+9 NB B•B NO B+B Bw &9 0 B+B B+8 8+0 e+Y &B NB B+9 N9 Bw B+B B+B NB Nt0 9.10 BNO BNO 9N0 9N0 BNO BNO PdPM (%r"Prmaw +B0.0/4029 •910/A0.0 +BTs/dL3 +Bao/-n.0 NS /dSB •aBd/-0BB +N.O/-040 +BOO/M.0 t' IYeNSAI CN2 CN2 CN2 LN2 CN2 CN2 G+2 CNR CN2 W+3 C5+2 3 W+2 CN2 W+1 W+2 C5+2 CS W2 C$•2 CN3 Wq LN3 GS+R W2 CH3 C5+2 W+2 W+3 C5+2 C5+3 W+3 +o m B. D n +o B e v 1a a B +x m a Jel�O PAoo3 12 B.9 1B B.v B NB 3 B.B 1x 10 10 GB a ew B+a 12 to 1P B+B B.9 a+B m Y+v u BNo 19 to B.10 v.10 to at0 a BNo lB 9++0 9+m vNo Bw aw BIB NB e.9 NB a+a a.B aw Bw a+9 a U7 Pm3dN0 +830/d9.0 NLR/-77.1 MA8/-0B.8 n.B/-0aB LT KoreaN CL+3 Gs] CMR GR GN G•2 CNR G+3 G•] G+3 G+3 G+3 CN3 G+ Be 0.0 Jan ID B B B 10 8 B B 10 0 S 0 10 8 a 8 PfmN hB 7b raa l+B r+B 7+5 7+0 7+B 7+0 ]•8 HB NB 7+8 7+8 ]•b 7+8 Not Y9allabbinlhese Blrao p Pyew •)B.2/-78.3 N39/-7a9 +aA.O/-0fl0 +B0.0/E0.0 53' WallBn G+J LN] G•3 dw G+] G+3 CM9 G+3 G+2 G+3 G+3 W3 d•2 G+2 G.3 U+2 re, mo Jenb 10 6 e e to 9 a 9 10 e e a 10 e 8 9 P Tae »B 7.e T+a ae 7•a ]w 7+e 7.B T.e r.e r.e r.e r.e ve ne I -EXAMPLE UN SHLLI H noren c HCYULLUVVINU J 111[.Iv011 nL I�i.a u,vu. ��v�...-•--.. .....-.. Straight Astragal .. -.__. LoUtile@ _... _. _.____. 90-Astragal _.. wckstile0 13SAstragal tocys[ile@ Interlock P-hook Lockstile®Jamb Assembly SVaight Astragal Assembly 90°Astragal Assembly 135°Astragal Heavy-duty Stiles Heavy-duty5ti1e I Heavy-dutYSU IS, I Heavyduty5tlle Hea%Yduty Stile Heavy-duty5tile Heavy-duty Stile Heavy-duty Stile HeavyEuty501e Stantlard Astragal Outside Corner, , Outside Inside Corner `AEU' 1-`F11B�•-r�1�JIL Comer e IS e Inde� Corner Part#611z2) Part#61 Part#61 Part#61 (Stile) Part 967(Aslragal) Part N61 Pan #61 pan q 18((Comer Part #119 (Out.) Pan (132 Parts &# Part1 #6 Recelver) (Cool.&Fred Mount) NOTES: 1)POSRIVE PRESSURES IN TABLE 2 ARE BASED ON THE USE OF THE 4' SILL. 2) WHEN USING THE 2-V2' SILL, POSITIVE WATER DP IS 46.67 PSF MAX. WHEN USING THE 3-1/4" SILL, POSITIVE WATER DP IS 60.0 PSF MAX. I_ WHEN USING THE 4" SILL, POSITIVE WATER DP IS 90.0 PSF MAX (NEGATIVE PRES. UNCHANGED). SEE TABLE 2A OH LENGTH 3) 4-, 3-1/4"AND 2-112' SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2" SILL IS NOT AND MUST ONLY BE USED i IS NOT REQUIRED.MAX. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 2 MAY BE USED WHEN THE DOOR IS 0 WHERE WATER RESISTANCE PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FBC (SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR i of OH RATIO a 1 WATER INFILTRATION. o O 4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION. OH LENGTH 5) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED.. OH RATIO= OH HEIGHT 6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. SEE NOTE tomTEawadoy E v PO x Bmc�aJmB DPAND ANCHORAGE ry9pBeo-lwB SERIES 670 ALUM. SGO-NON-IMPACT WRr. oPAarnlraxw JR OaDYN C I REVISED TABLES. nvanMo9Pn e.-..eae Bra amlvrc ® °�'" p7^aB� sBod7o NTS 1 7 • 22 PG7D128 SIII Height to Mere. (+) DP (Water Infiltration Raling) SIII Riser Height (a)ppslgn (Flat er Box. sea Pressure, Ps1 Sheet 17) Flush-1-117 eee rotB3 LDW-2-112' +4 107 Medlum-11/4" a 80.0 It'. - 4 1 90.0 SEE NO Lb 1.3 DI-0 WIDTH= NOM. PANEL WIDTH-7- DLO HEIGHT= DOOR UNIT HEIGHT-10.125' PANEL HEIGHT= DOOR UNIT HEIGHT-1.866" pwauc B REVBB wpM+YwM 1gBYl3rNq lBNina CBM Oq AcnWaace XP_r,�cars / gapfrmW gle�2,0 W.af Pgabq nuu9^ #- ; No./1IM77I05 T3 INTEOF�... A. LYNN MILLER P.E. I noLc a: Design Pressure (DP) and Anchor Quangtie9 Required. (forall approved configurations on Sheet 2 & 3) For comeroeVa9el m46orel- on e0' -11W csmerunle, as' -Met 11 Door Ut Hal ni Toole applies to all Glues types and IM SBIe/Aetrahm type--hovm helm Positive (+) DP may M Bmlted by Table M. r BB° 718Y _DLO 1 3ehu, DLO 79 / DLO J6 Y]I Anchorrypa ohor Typa Amkor Type chbr A B C D A B C 0 A B C D A B C I 0 e Preesue Cast ♦ - - ♦ - + - - 1T Heeel31i1 C4N GIN G•1 CN1 CAN C4N CA+1 G+1 C4+1 C4+1 C4+1 C4N GH1 G/+1 CA+i G+1 DLO J 10 a6 B Pnok 7+8 7E 7+8 7+ 7+11 1 1+8 1 7+e I]+a Design P... +90.0/-159.5 +90.0/-1513 +B0.0/-138.2 +900/-728 HeaiSlll C8+2 C8+2 C5+2 CS+2 C8+2 C8+2 CS+2 C5+2 W-2 C8+2 C5+1 C5+1 CB+1 Ce+1 C5+1 C5+1 3P1. DLO Jamb 14 12 B 8 14 12 a 8 19 12 B a 14 12 B B P4 uk 9+10 0+10 9410 8+10 9-10 u+1 0+10 9+10 B+10 BNO 9+10 8+10 8+10 9+10 8+10 9+10 Design Presque +90.0/-199.4 +90.0/430.9 +90.0/-120 +90.0/.Ilae Hassusill CB+2 C6+2 C5+2 C5+2 'CB+2 C6+2 C5+2 C5+2 09+2 C8+2 C5+2 C5+2 CB+2 C8+2 C5+2 C5+2 DLO Jamb 14 12 B B 14 12 B B 14 12 B B 14 12 a B P-book 9+10 BN0 8+10 9+10 9+10 8+10 9+10 B+fO BNO g+10 8+10 9+10 8+10 I 8+10 9+10 8+10 Oesl9n Pressure +no/.1256 +g0.0/-117.6 +90.014U.3 +9p.0/-.1 'F+@ 36' Ho-d1301 C8+2 C6+2 05+2 C5+2 06+2 08+2 C5+2 C5+2 C8+2 (%+2 CS+2 C5+2 C8+2 C8+2 C5+2 C5+2 a u.DLO 4T Jamb 14 12 8 e 10 12 a B 14 12 9 B 14 t2 a B P4pok 8+10 BNO 9N0 BNO 8+10 9N0 BN0 9+1g 9+10 9N0 0N0 B+10 BNO B*ta 8+10 9N0 Design Press. +90.01-115.7 ♦90.0/408 +W.01-982 +90.0/-80 41' He-WSill Ca+3 C8+3 C5+3 C5+3 S♦2CS C6+3 Gi+3 C♦2 C8+2 C8+2 CS-2 Ci-2 CB♦2 C6+2 C5+2 C5+2 4B' OLO JamO 1/ 12 B B 14 t2 8 1 e 14 12 B 8 14 12 6 6 P4xak 8+10 B+10 8+1p BNO 8+f0 BNO 8+10 0+10 9+10 0N0 BNO 8+10 9+10 8+10 0+10 9+10 Design P.... +E1/-93 477.2/.77.2 +698/-69.a +W.6/426 47' Hoodusill C1+3 G7+3 CA+2 C4+2 C9+2 C4♦2 CA+2 G+2 G+2 G+2 G+2 C4+2 C4+2 G+2 G+2 G♦2 DLO Jamb 10 B a a 10 8 B 8 10 B B B 10 a 8 a P4wak 7+8 7+8 7+B y, 7+B 7+8 7+8 7+B 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 Des nPn-sure • B.2/-78.2 .73,3/d13 +6d/4iB +5a -56 fir Hea us, I Ga3 CI+S G+3 C4+3 C4+3 C4+3 G+2 G+2 C4V1 G+2 C4+2 G4+2 DLO Jamb 10 8 8 B PSI 10 . B 8 B 10 B 'B B 10 9 8 B P-hook 7+B 7+B ]+e T+8 NB 7+B 7+a 1+8 7+8 1 7+8 77B 7+8 N8 7+8 l♦8 NB FOR EXAMPLE ON USING I ABLt, btt onto I /. DLO WIDTH = NOM. PANEL WIDTH -7' DLO HEIGHT = DOOR UNIT HEIGHT - 10.125' PANEL HEIGHT = DOOR UNIT HEIGHT-1.866' Sill Heightto Mm (+) DP "o er infiltradm RaOng) Sill Riser Height (+) Design (Fled or Box, see Pressure, Pat Sheet l7) push -IA12' see note Low-2-10 +46.67 Medium -3.1/4' +wo High-4 +90.0 SEE NOTES 1-3 OH LENGTH KI0 OH RATIO 21 OH RATIO= OH LENGTH OH HEIGHT NOTES: 1) POSITIVE PRESSURES IN TABLE 3 ARE BASED ON THE USE OF THE 4' SILL. 2) WHEN USING THE 2-1/2' SILL, POSITIVE WATER DP IS 46.67 PSF MAX. WHEN USING THE 3.1/4"SILL, POSITIVE WATER DP IS 60.0 PSF MAX. WHEN USING THE e SILL, POSITIVE WATER DP IS 90.0 PSF MA ( (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 3A. 3) 4', 3.1/4' AND 2-1/2" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2" SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. MAX. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 3 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA BUILDING CODE (SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. 4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION. 5) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. 6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. ncren e THE YULLVWIrvti 3 I lLe a nJ l rw L rrw un ce vacs r —"­­... Straight Astragal ___ ..1.__..--._....._8 WO Ixtile@ 90-Astragal al Lockstile@ 135"Astragal Luckstile@ Interlock P-hook Wckstile@lamb Assembly Straight Astragal Assembly 9PAstragal Assembly 135'Astragal Heavy-duty Stiles Heavy-duty5tlle Heavy-duty5tlle Heavy-duty Stile Heavy-duty Stile Heald-duty501e Heavy-duty Stile Heavy-duty Stile Heavyduti Stile Heavy-duty Astragal Outside Corn Inside Corner ^'y� L.1..��-(�` Insid Corner Oursidd °''4 Inside Corner' 11 Carneyner Partg6l(s2) Pan961 Pan O61 Pan #61 (Stile) Pan N69(Astragal) Pan961 Part 961(Stile) Pan e133(Corner Pan0119(out.) Pan0120(ln.) Pan461(Sble) Pans B31&432 Part 961 Receiver) (Corn.&Fad Mount) CEFr. D"Al1rIL/132B1 TABIP3 8 + 22 1 POT012111 011401)mf REVIM a [4npMag.im aelld/a gewmeew Auryvyn W 17�µ?d.o, Cxp'awW Otte�[r (,�y'10 * No.68705 A. SEE SPLICE NOTE, THIS 24" MA O.C. O.C. NO FRAME '8+9' P-HOOK ANCHORAGE CONSISTS OF: JAMB (8)P-HOOK ANCHORS, REQUIRED@ (PERPENDICULAR TO GLASS EXTERIOR PLANE) BEE TABLE 2, SHEET 7 < POCKETS AND SEE POCKET (9) P-HOOK I -------- -' : JAMB MOUNTING INSTALLATION, ADAPTER 6•' THIS SHEET ANCHORS MIDWAY &SHEETI4 BETWEENP-HOOK �; •- ANCHORS &AT 3- FROM TOP iqq t4• BOTTOM MAXO.O. _ SEE'CT CLUSTER MAX. UNIT WIDTH SEE'C5'CLUSTER DETAILS. 'DETAILS, SHEET 10 FOR REQUIRES-06' SHEET 10 FOR INTERLOCK INTERLOCK CLUSTER,SEE 2 \ 42"NOM' DETAILS, SHEET II / .. 1 \~I PANELWIDTH I� .. 14-NAK O.C. ANCHORS 'B'MAX. TO OPENING q5 t I I n &=P-HOOK EDGE OF POCKET SEE ,$a IO�� A ANCHORS INSTALLATION & X. iEe I®I m ®' �0I DETAILS'J0' I m 0= P-HOOK END PANEL SHEET 14 & PART ®� i I A MOUNTING -ANCHORAGE DETAILS'J'&W, y j j j o, r 3'MA%. ADAPTER (2ANCHORS) SHEET 19 FOR �-1® 1 ANCHORS P-HOOK L- 4•mA%. ol--+ _ - •2' ANCHORAGE ANCHORS ENDPANEL "' •� % " z z ' % % •� z z z (SEE SKETCH ANCHORAGE BELOW) �/ �..Y. zzz zzz x �•+T �'°1• CENTERLINE 8'MAX, TYR ANCHORAGE ANCHORAGE ANCHORAGE PANEL i 2.04' OF EXAMPLE:SFANEL 2TRACK 90°OUTSIDE CORNER- 7WXX0-EM. MOUNT POCKET ANCHORAGE PLAN: 42' %96° NOM. PANELS. ANCHOR GROUP C IN CONCRETE SUBSTRATE (SEE TABLE 2. SHEET 7) ANCHORAGE EXAMPLE NOTES. 1) APPROVED ANCHORS: SEE TABLE A. SHEET 1 2) ANCHOR LOCATION SPACING FOR ANCHOR QUANTITIES SPECIFIED INTABLES 1a EHEETSBS: 42° CENTERLINE OF NONAPANEL • INTERLOCK HEAD & SILL: 8' MAX FROM FRAME CORNERS. USE PANEL SPECIFIED CLUSTER FROM APPROPRIATE TABLES, SEE'CS, WIDTH SHEETS 6-8 AT EACH INTERLOCK AND STRAIGHT SHEET DETAILS, SHEET 10 AND CORNER ASTRAGAL LOCATION, PLUS FOR INTERLOCK SPECIFIED QUANTITY OF ADDITIONAL INTERMEDIATE •+2'ANCHORAGE ANCHORS PER PANEL. ADDITIONAL ANCHORS 24" NTERLINE JAMBS & P440OKS: 6" MAX FROM BOTTOM. 21- MAX ANCHOR PAIR O.C. (JAMBS), 14' MAX ANCHOR PANEL2 O.C. (P-HOOK) UTILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES, SHEETS 6-8. SEE P-HOOK ANCHOR DETAILS ON SHEET 14. REQUIRES -'.2'ANCHORAGE SEE "W CLUSTER END PANEL CENTERLINE CENTERLINE -'C6•CLIJI BEE 1_OF DETAILS, SHEET IO OF ANCHORAGE - DETAILS, SHEET II I INTERLOCK FOR ASTRAGAL _CENTERLINE (2 ANCHORS) . __.. I —, — a v I I EXTERIOR J"L �OFPANEL CENTERLINE "+2°ANCHORAGE) I _OF PE PANEL 4 E'+2 ZSE E SHEET 11 FOR OTHER INTERMEDIATE ANCHORS mrr. orAum.smae 9 + 22 L 21' MAX. O.C. L SEE'CS CLUSTER DETAILS, SHEET 10 FOR ASTRAGAL 4' MAX. O.C. � 1 ."-j 4 PAIRS OF ANCHORS 96" (TOTAL 8 UNIT 2r Max. ANCHORS) EIGHT O'G PERJAMB +�— (SEEJAMB 1 DETAIL BELOW) z �END PANEL. 8-21. ANCHORAGE(SEE 2• SKETCHBELOM (RAGE ANGHORAGE 6' SPLICE NOTE: NONSTRUCTURAL ANCHORS MAY BE ADDED AS NEEDED TO ALIGN THE TRIOR HEAD OR SILL IF A SPLICE OCCURS AT THE P-HOOK. IAOB6Cf B&VIeBD nnP17a0+KY lie i W i4l' IwWiry Cee, 5.84" 8 r�I,wW MAR Lf - � 2-TRACK FRAMEJAMB ANCHOR PAIR n VE 5 OiMPLEPLANS W-IMPACT , AR_ PGTO128 JLII *: N0.6B705 *. A w � _ A.LYNNLUlER.P.E PE.#e 1.75" OR PLICE LOCATION ASTRAGALO OF OK IF NEEDED INTERL -"7 CON IN i CENT LINE I C6' ') 3.5" 7' t 7" 7. I ERI 4"DIAG. —r— 7" "C5') ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR (FOR SPLICE INTERLOCK�IF NEEDED INTERLOCK CONDITION, USE CENTERLINE I CENTERLINE •C6"CLUSTER DETAIL) 3.5" 3.5" u 2.04" 4,08' [ !�;4: � � 4.08' EMERIOR 7. y EXTERIOR 7' 4'DWG. EXI RI v 3-TRACK FRAME HEADISILL v 3-TRACK FRAME HEAD/SILL A ASTRAGAL OR INTERLOCK A ASTRAGAL OR INTERLOCK -(USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER ANCHORS ARE REQUIRED,-C4') ANCHORS ARE REQUIRED,"C5") ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR � (FOR SPLICE INTERLOCK- IFNEEDED INTERLOCK CONDITION, USE CENTERLINE CENTERLINE I "C6• CLUSTER DETAIL) 75" a R• 3.5' h­ 4' [ EMEI��R�IOR � — T' -I 4-TRACK FRAME HEADISILL 1/ 4-TRACK FRAME HEAD/SILL CtD ASTRAGAL OR INTERLOCK IV ASTRAGAL OR INTERLOCK (USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER ANCHORS ARE REQUIRED,"C4") ANCHORS ARE REQUIRED,'CS'7 6" DIAG. LICE LOCATION Y 04• VEEDED 2.04" _ 1.75" EXTERIOR 1G. 21" MAX. L O.C. 2. 21' 5.84" MAX. 3.5" O.C. 'C6") OR T 4-TRACK ASTRAGALOR SPLICE LOCATION IAG. FRAMEJAMB INTERLOCK-1 IF NEEDED RIOR ANCHOR PAIR ANCHORS MAY BE INSTALLED HER IN THE EXT. OR INT. TRACK (INT. SHOWN) W3,5" 4' NOTES: • T. ALL DIMENSIONS SHOWN ARE BASED ON MIN. ALLOWED. 6' 3-TRACK FRAME HEAD/SILL 2. FOR HEAD OR SILL SPLICE (a3 ASTRAGAL OR INTERLOCK LOCATIONSIANCHORAGE AT (USE WHERE 6 CLUSTER 3TRACK FRAM J PiWOK SEE SHEET 9. ANCHORS ARE REQUIRED,'C6') ANCHOR PAIR RlOROCEBEY� ( FOR SPLICE FOR SPLICED ua.gy44•MdePtrib ASTRAGAL OR INTERLOCK CONDITION, DO NOT USE THIS DETAIL) CONDITIONS ONLY, SPLICE LOCATION Aaxcu No I7b47a •p9 Ey,4,Yre du CENTERLINE IFNEEDED �SL.� �l• 3.5' r-- F— 3.5" ]" 6 ( l .4, P4 ro ml EMEnRIOR v - 4 3.5' If 4-TRACK FRAME HEADISILL 0 ASTRAGAL OR INTERLOCK (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED,'06-) WITH 8 WITHOUT SPLICE CONDITION NO CHANGES TNIS SHEEL CERRt:OFAUttI'e�3B8U� v�nrnv wvruunr.v ..- pn+o re cwNAle9n � wwa! Fl,e ^• Po!"�!;'"�'",�r'�„ 5Go674 NTS 10 a 22 pG70128 IIIuuIo 7 NN,ki �:' �10EN3E'•. CC i Q" •�FP% No. 58705 ' 2.04" 2.04" INrealoR 2.04" INTERIOR 2.04" NOTES: 1. ALL DIMENSIONS SHOWN IRreRIOR INTERIOR 7" ARE BASED ON MINIMUM ?4"DIAG. ?4�DIAG. 8'94"3.5' ALLOWED. 6 12' 6 12' 3.5' 2. DETAILS DEPICTANCHOR INTEWIOR 7IMERIO INTERIOR QUANTITY AND SPACING, IWERIOR 1 AND WOULD BE IDENTICAL 90, 3 90° EXTERIOR EXTERIOR EXTERIOR 4° OAG. 4° DIAG. FOR EXTERIOR OR INTERIOR CORNER CONFIGURATIONS. "+7'ANCHOR " ��. 35. 4- 3.5" 3 4. 2.04" EXIIENO 1> 90' CORNER 2-TRACK FRAME HEAD/SILL (USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED, "C 4.08" NTFIT OR 4' INTERIOR 4.08" 2.04" T EXTERIOR 2.04- EXTERIOR 4" 2.04" 7• 8.94• 90" CORNER 2-TRACK FRAME HEAD/81LL (USE WHERE 5OR B CLUSTER ANCHORS ARE REQUIRED,'C6') EXTERIOR 135° CORNER 2 TRACK FRAME HEAD/SILL (USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED, INTERIOR 4.08' 135° CORNER 2-TRACK FRAME HEAD/SILL (USE WHERE 50R 8 CLUSTER ANCHORS ARE REQUIRED,'C6') •+1"ANCHOR CENTERLINE �OFPANEI "+2"ANCHOR 2.04" 4"DIAG. 3 INTERIOR 7.41y 3.5 ICENTERLINE —T 7° 1 1 4.08' 3.5' I� 4" I • �-+i 3.5° Nt— \' EXTERIOR r :I EXTERIOR T' —�!/\' 4" 90° CORNRNER. 136° CORNER 3-TRACK FRAME HEAD/SILL 3-TRACK FRAME HEAD/SILL ("CB" ANCHOR CLUSTER REQUIRED ('C67ANCHOR CLUSTER REOUIF AT ALL 3-TRACK CORNERS) AT ALL 3-TRACK CORNERS) INTERIOR 6.12' INTERIOR 2.04' 4, EXTERIOR INTERIOR )R 90 4" 3.5° 135° 7- 6.72" i 4' DIAG. I I4f6.12" EXTERIOR ~— 7 j 9W CORNER 4-7RACK FRAME HEAD/SILL ('C8' ANCHOR CLUSTER REQUIRED AT ALL 4-TRACK CORNERS) 4°DIAG. " 3.5" EXTERIOR 4" AT ALL 4-TRACK CORNERS) CERT. NAIMLAPBYR '`/// OF PANEL f ExTERiOTi "+3"ANCHOR T CENTERLINE 2 04" 4 OFPANEL W4�01AG.INTERIOR ON "+2° ANCHOR EXTERIOR YALL CENTERLINE OF fl_ 2-TRACK FRAME HEAD/SILL V INTERMEDIATE ANCHOR LAYOUT 4"DIAG. PROOOCPRSvmb QP µ.ilhih.6TmiA. 2.04" A�.y.N. 12" 3.5" NWrrr aie"yf)i}7e2o \ ^.. CENTERLINE //\y OF PANEL etby q,y lroanTC.w.F "+3"ANCHOR 4.08" EXTERIOR , T- 2.04" 3.5' 4-TRACK FRAME HEAD/SILL INTERMEDIATE ANCHOR LAYOUT (3-TRACK SIMILAR) wlI I MM 111 • 22 I PGT0128 #. r Na, 55705 AL r7r r7 1n101% A LWIN MILLER P.E. P.E.b5870 INSTALLATION DETAILS EDGE DISTANCE: SEE TABLES A, SHEET 1 EXTERIOR 2 1118"' MA I— MAX. 1 SHIM TABLE A, /g� f ' SHE ET, L/ 2XWOOD WOOD ANCHOR TYP., EMBEDMENT: SEE TABLE A, SHEET 1 EDGE DISTANCE: SEE TABLE A. SHEET, 2-1/1 V 1!4" MAK EXTERIOaR o SHIM r T EMBEDMENT: SEE TABLE A, SHEET 1 EDGE DISTANCE: SEE TABLE A, SHEET 1 2-1/16" MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE NOTES: 1/4" 1. ALL DIMENSIONS MAX. SHOWN ARE BASED SHIM ON MIN. ALLOWED. 2. METAL OR WOOD SUBSTRATES MAY BE USED FOR ALL FRAME TYPES PER TABLE A METAL TYP., SEE /SMSANCHORTYR, SHEET 1. TYP., SEE ANCHOR SEEANCHORNOTESTYP.. SEE ANCHOR L SEE ANCHOR NOTES TABLEA&ANCHOR SEEANCHORNOTES NOTE3,SHEETI &TABLE A. SHEET NOTE 3, SHEET &TABLE A, SHEET NOTE 4, SHEET &TABLE A, SHEET 2-TRACK FRAME HEAD 3-TRACK FRAME HEAD 4-TRACK FRAME HEAD ' DIAGONAL O.C. IS ®w WOOD INSTALLATION 0 WOOD INSTALLATION (s METAL INSTALLATION MIN 4' (HEADS SILL) OR 6' (JAMB) SEE WOODANCHORTYP., 2XWOOD WOOD ANCHOR TYP., 2X WOOD SMS ANCHOR TYP., METAL TYR, SEE DETAILS, SHEETS I0&11 SEE ANCHOR NOTES TYP., SEEANCHOR SEE ANCHOR NOTES TYP., SEE ANCHOR SEE ANCHOR NOTES TABLE A & ANCHOR TE 3, SHEET i SEE & TABLE A, SHEET 1 NOTE 3, SHEET 1 SEE & TABLE A. SHEET 1 NOTE 4, SHEET I NOTE 5, SHEET 1 (1/4" MAX) EXTERIOR I 2-1116" EDGE DISTANCE: SEE TABLE A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 ®2-TRACK FRAME SILL WOOD INSTALLATION ANCHOR ANCHOR p MIN. OF 3 THREADS BEYOND NOTES, NOTE 5, II .Y THE METAL SUBSTRATE SHEET, 1 SHEET (1/4'MAX) (114"MAX.)�1' EXTERIOR EXTERIOR 2-,ft6" �2-1H6" EDGE DISTANCE: SEE TABLE A, SHEET I EMBEDMENT: SEE TABLE A. SHEET, 3-TRACK FRAME SILL 4-TRACK FRAME SILL Ew WOOD INSTALLATION F METAL INSTALLATION EMBEDMENT: SEE TABLE A, SHEET 1 �,— EMBEDMENT: SEE TABLE A, SHEET 1 EMBEDMENT: SEE ~ TABLE A, SHEET 1 F 2xw EDGE DISTANCE: TYP., SEE ANCHOR SEER TABh SHEET I SHEET TYP. SEE ANCHOR — NOTE 3, SHEET I NOTE 3, SHEET i 2-1116" WOODANCHORTYP., SEE ANCHORNOTES SEE ANCHOR NOTES - & TABLE A, SHEET I D &TABLE A, SHEET EXERERIOR 1/4' MAX. SHIM I EXTEgNIR = V 114" MAX. SHIM 2-TRACK FRAME JAMB 3- WOOD INSTALLATION 6 W EDGE DISTANCE: SEETABLEA, SHEET 2-1116" ryrpaeo-lem CER). oPwNr. RP]R9 METAL TYP., SEE e TABLE A & ANCHOR — NOTE 4, SHEET 1 SMSANCHORTYP., SEE ANCHOR NOTES - & TABLE A, SHEET 1 III` EXTERIOR e 1 4 MAX. SHIM EDGE DISTANCE: SEE TABLE A. SHEET 1 EMBEDMENT. SEE TABLE A, SHEET 1 EDGE DISTANCE: SEE TABLE A. SHEET 1 /RaallE(YEVg u trgyh{Md HeFL11. N.wv a.4. epp�.wy.-� Zo rd✓IRIEr COW �- 2-1/16" MIN. OF urprT THREADS BEYOND THE Ipllu METAL �' SUBSTRATE.. '•,'H * 1 � EE706 JR a4VYll G xO cxarvct.]'.nUaneer. Cmn " \ ,LI_l aw- AL"N MILLER, PE. u o.a wv varc �Jm 9coa'm MS 12 •22 PGTO12& C Ru mms JA a2lla/14 INSTALL ' CONCRE PERT LE A, SH ET 1 TERI,,O ER� EMBED ENT: SETT E A. SH 71 PROPE YBE WOOD B ANCHOR NOTE CONCRETE, SEE ANC TA SEE ANC NOTE 5, ET 1 (Ilf MAX.) ON DETAILS EMBEDMENT: SEE TABLE A, SHEET 1 E*�D BEDMENTSEE TABLE A, SHEET 1 NOTES: EDGE DISTANCE: SEE EDGE DISTANCE: TANCE: T. "ALL TABLE A, SHEET 1 CONCRETE SEE TABLE A, SHEET 1 CONCRETELE N SHEET 1 SHOWNARE BASED PERTABLE 2-1/78'• PER TABLE2-1/16"' ON MIN. ALLOWED. A,SHEET1 ASHEET1 1/4" * DIAGONAL O.C. IS S M ORB'(JA�S EILL) [ 7!4ExrEfu7 DETAILS, S, SHEETS L 14' EX ERIOR HIM MAX. HIM SHIM to JREDlX CONCRET CHOR TYP., PROPERLY SECURED IX CONCRETE ANCHOR TYP., PROPERLY SECURED IX CONCRETE ANCHOR TYP., (P., SEE SEE OR NOTES& WOOD BUCK TYP., SEE SEE ANCHOR NOTES& WOOD BUCK TYP., SEE SEEANCHOR NOTES& 1 E A, SHEET 1 ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET 1 ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET 1 E HEAD CONCRETE INSTALLATION % COONNCRETEEI INSTALLATION IS CO CN RETE2-TCK FRAME HEAD 3CK FRAME HEAD 4-TRACKR INSTALLATION CHOR TYP., PROPERLY SECURED IX CONCRETE ANCHOR TYP., PROPERLY SECURED IX CONCRETE ANCHOR TYP., PROPERLVSECUREDIX )R UCK TYP., SEE SEEANCHORNOTESB WOOD BUCK TYP., SEE SEE ANCHOR NOTES B WOOD BUCK TYP., SEE . A. SHEET 1 ANCHOR N 3, SHEET 1 TABLE A. SHEET 1 ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET 1/7 ANCHOR NOTE 3, SHEET 1 SEE ANCHOR SEE ANCHOR "_; Eni &m/ ILAA p 2-1/16"* NOTE 6 .TiHEE NOTE 5, SHEETI (1/4' MAX) 1 (114°MAX) EMERIOR EXTERIOR 2-1116" �2.V16" EDGE DISTANCE: CON RETE EDGE DISTANCE: CONCRETE EDGE DISTANCE: SEE TABLE A, SHEETI PE ABLE SEE TABLE A, SHEET I PER TABLE SEE TABLE A. SHEET BEDMENT: SEE TABLE A, SHEET 1 A. EET 1 EMBEDMENT: SEE TABLE A, SHEET i A. SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 2-TRACK FRAME SILL 3-TRACK FRAME SILL ®4-TRACK FRAME SILL D. COIN RETE INSTALL EC CONCRETE INSTALLATION ® Fc CONCRETE INSTALLATION EMBEDMENT: SEE —~ TABLE A. SHEET 1 EMBEDMENT: SEE TABLE A, SHEET -�I EDGE DISTANCE: - EDGE DISTANCE: PROPERLVSECURED SEE TABLE A. EMBEDMENT:SEE CONCJCMU ANCHOR SEE TABLE A, 1X WOOD BUCK TYP., SHEEii TABLE A, SHEET TYP., SEE ANCHOR SHEET 1 SEE ANCHOR NOTE 3, iOPERLY SECU :� EDGE OIS7ANCE: NOTES 8 TABLE A, SHEET 1 A. (WOOD BU TYP., § SEE TAB41lul SHEETI -�- 2-1l18" EE ANCHO NOTE 3, SHEE CONCJCMU ANCHOR •:' 2-1li6'* SHEET i TYP., SEE ANCHOR 2-116"*RLYSECURED NOTES B TABLE A. DNC. UANCHOR D BUCK TYP., SHEETI CONCRETE TYP., E ANCHOR CHOR NOTE 3, CONCRETE OR CMU NOTE & TABLE A, CON SHEET 1 OR CMU EXTERIOR PERTABLE SHEETI EXTERI R � OR CIOR PER TABLE A, SHEET 1 A, SHEET 1 V 4" MAX SHIM L~ PER SHIM --� h-- •- A, SH1/4' 1/4" MNC MAX. SHIM If (#Ng4WIM CENT. OFAUTH RH4>d' CONCRETE PER TABLE A, SHEET 1 Tpuunrrp *: No.5W05 I: *- I m I I ° r=r. '% �- I s— I NTS 1 13 a 22 1 PGTO128 I C I P.E.#seTOE I INSTALLATION DETAILS EMBEDMENT: SEE TABLE A, SHEET 1 2.693°MIN. EDGE 9 U ANCHO TYP.. YP., BEE ANCHOR NOTES & TABLE A SHEET 1 1-1/4° MIN. EDGE DISTANCE EDGE DISTANCE: SEE a EXTERIOR LTABLEA SHEETI EMBEDMENT; s9 SEE TABLE A, P-HOOK MOUNTING 28 SHEETI ADAPTER CONC./CMU PHOOK WOOD ANCHOR TYP., fl ANCHOR TYP., SEE SEE ANCHOR NOTES V P-HOOK S �)• ANCHOR NOTES&TABLE &TABLE A, SHEET CONCRETE OR EMBEDMENT: SEE A, SHEETI CMU PER TABLE (ALSO SEE TYP. 2.693" MIN. A. SHEET I TABLE A, SHEET 1 (ALSO SEE TYP. ILLUSTRATION, SHEETS) EDGE DISTANCE ILLUSTRATION, SHEET 9) ®P-HOOK FOR USE WITH FLAT SILL RISERS _ P-HOOK FOR USE WITH FLAT SILL RISERS Jw PARTS#18 #20 #220R#24, Jc PARTS#18 #20,#220R#24, WOOD INSTALLATION EXTERIOR MOUNT SHOWN CONCRETE/CMU INSTALLATION INTERIOR MOUNT SHOWN, (SEE TABLES IA, 2A&3A MAY ALSO BE INSTALLED IN (SEE TABLES IA, 2A&3A MAY ALSO BE INSTALLED IN FOR WATER RATINGS) INTERIOR CONDITION FOR WATER RATINGS) EXTERIOR CONDITION EMBEDMENT: SEE TABLE A. SHEET 1 FRAMEJAMB REQUIRED AT ALL INSIDE POCKETS TO PREVENT P-HOOK MOUNTING ADAPTER WATER WOOD ANCHOR TYP., INFILTRATION SEE ANCHOR NOTES / &TABLE A. SHEET 28 (ALSO SEE TYP. I ILLUSTRATION, SHEET 9) METAL TYP., P-HOOK MOUNTING SEEANCHOR P-HOOKMOUNTING CONCRETEOR EMBEDMENT: SEE ADAPTERCONC.ICMU EMBEDMENTEETI CMUPERTABLE NOTE 4, SHEET 1; (� ADAPTER SMS TABLE A, SHEET 1 ANCHOR TYP., SEE MIN. OF 3 THREADS TABLEA, SHEET 1 ANCHOR TYP., SEE q, SHEET 1 _ - ANCHOR NOTES &TABLE BEYOND THE METAL ANCHOR NOTES A, SHEET SUBSTRATE 30 (ALgO SEE NP.XT1 EMBEDMENT; ILLUSTRATION(ALSO SEE P SHEET 9) ILLUSTRATION, SEE TABLE A, 26 EMBEDMENT: p SiANC)E: SEE SHEET 1 T SEE TABLE A SHEET 1 TABLE A, SHEET 1 ..., ,. 1-1/4" MIN. EDGE DISTANCE P-HOOK SMS ANCHOR TYP.. / EXTERIOR SEE ANCHOR NOTES J n & TABLE A, SHEET 1 V (ALSO SEE TYP. 2.693' MIN. ILLUSTRATION, SHEETS) EDGE DISTANCE P-HOOK FOR USE WITH BOX SILL RISERS Xw PARTS #19, #21, #23 OR#25, EXTERIOR METAL INSTALLATION (SEE TABLES IA, 2A&3A MOUNT FOR WATER RATINGS) ONLY (ap.mrew rJ:m: oFAurN. come NOTES: 1. ALL DIMENSIONS SHOWN ARE BASED ON MIN. ALLOWED. 2. FIGURES ON THIS SHEET ARE FOR ILLUSTRATIVE PURPOSES ONLY. SEE TABLE A. SHEET 1 FOR ALLAPPROVED SUBSTRATES. 3. SEE TABES 13, SHEETS 6.8 FOR REQUIRED P-HOOK AND P-HOOK MOUNTING ADAPTER ANCHOR QUANTITIES. ALSO SEE EXAMPLE ON SHEET 9. NN9#[f BEY166R b '-PWbI Ww Ik TMry bWs�C,w A^*'Yluts Na I -D 2p.pq Nll�rll�dh 41n,.^ �-U P-HOOKCONCJCMU / ANCHOR TYP., SEE J EXTET1RIOR ANCHOR NOTES & TABLE V _ A. SHEET 1 2.693' MIN. (ALSO SEE TYP. EDGE DISTANCE ILLUSTRATION, SHEET 9) ®P-HOOK FOR USE WITH BOX SILL RISERS Kc pgRTS #19 #21 #23 OR #25. � T� LYNN�� Xis CONCRETE INSTALLATION EXTERIOR MOUNT ONY 'C(!(I`:� •..p (SEE TABLES 1A. 2A&3A FOR WATER RATINGS) ONLY _ * i No.58705 :: =9;. 1 'pO _IS I� •('W gym. .•. ATE ANCHORAGE DETAILS w.. 02/1M4 °ice - -I „� ��"' aauao NTS1 14 122 1 PGTO128 C E.Ensww CONFIG. EXAMPLES MAX. UNIT WIDTH MAX. UNI' MAX. NOM, PANEL WIDTH DLO TYP. PER TABLES 1-3 HEADER OETAII'A', WIDTH INTERIOR SHEET 18; INSTALLATION DETAILS'AW &'Ad,� EXTERIOR SHEETS 12 & 13 90° PANEL PANEL TYPE PANEL TYPE PANEL 'N2' CORNER DETAIL, TYPE 'OS' 'AS' TYPE SHEET 19 & CORNER IN'IV ANCHORAGE SHEET 11 NOM MAX. UNIT MAX . PANEL � � MAX HEIGHT OLD INTERLOCK DETAIL 'M', PANEL ' WIDTH TYP. PER SHEET 79 HEIGHT SEE PER HEIGHT TABLES EXTERIOR IMERIOR NOTE 2 TABLES 1J 1-3 X JAMB DETAIL'G3SHEET INSTALLATION "DETAILS2 'GW&'Ge, SHEETS &13 / 90. SILL DETAIL'O', SHEET 18; - INSTALLATION DETAILS EXAMPLE: 9( INSIDE CORNER, 4 PANELS - XX/XX 'DW &'De. SHEETS 12 & 13 #10 X 1-112" PH SMS PANEL CORNER DETAIL FRAME CORNER DETAIL NOTES: 1) SEE SHEET 17 FOR INDIVIDUAL PANEL CONFIGURATIONS AS APPLICABLE. SEE DP/ANCHOR TABLES, SHEETS G-8 FOR MAX. PANEL HEIGHT AND WIDTH. SEE SHEETS 18 & 19 FOR SECTION DETAILS AND SHEETS 12-14 FOR INSTALLATION DETAILS. 2) (1) LOCK (ITEMS 75 & 107-110) AT EACH LOCKSTILE, LOCKING INTO KEEPER (ITEM 103) AT FRAME JAMB OR ASTRAGAL. 3) PLEASE SEE APPLICABLE ASTRAGAL & INTERLOCK COMBINATIONS PER DP/ANCHOR TABLES. tact. oPAwxacP�co OLD WIDTH =NOM. PANEL WIDTH -7' OLD HEIGHT= DOOR UNIT HEIGHT - 10.125" PANEL HEIGHT = DOOR UNIT HEIGHT-1.856' i /ROOR[TgEVg'® MGMI uq�pyyo,p�y utTbMn Mrry� AQalun No -O ti2._n 844/ir qu -y0 4 4 Ilk... �. kA,- B 1515 + 221PGTO128 * ; N.. 58705 7-0 O s oFI`��: ORIDP..�' AC "SIONAIL1 ,E�NG. A. LVIfI(MI[lEn, P.E. CONFIG. EXAMPLES INTERLOCK DETAIL I FOR ALL DETAILS ON THIS SHEET, SEE NOTES ON SHEET 15 `�'M'. SHEET 19 OPERABLE JAMB DETAIL'GT, SHEET 18; 1--� gr-INSTALLATION DETAILS'GW &'Gd. SHEETS 12 & 13 rIXED JAMB DETAIL'GY, ASTRAGAL HEADER DETAIL'X, SHEET HEADER DETAIL'A', SHEET 18: MAX' SHEET 18; INSTALLATION DETAILS'L1' & 18; INSTALLATION DETAILS INSTALLATION DETAILS'AW VAC. DLO DETAILS'GW &'Gc', L2, SHEET 19 'AW &'Ac', SHEETS 12 SHEETS SHEETS 12 & 13 � TYR TYP. SHEETS 12 & 13 1 90° \ PANEL PANEL PANEL TYPE TYPE TYPE 'R' 'L' 'A'MA NON. PANEL r % IN HPIE WIDTH TYRMAX. PER SEE TABI DLO TABLES I3SHEETI5 NOTE 2 HEIGHT x TH MAX. UNIT WID SEE FRAME & PANEL CORNER EXAMPLE: OXXX CONSTRUCTION DETAILS SHEET 15 2-TRACK ASTRAGAL DETAILS'Li' & L2, SHEET 19� IPANEL 'PANEL PANEL PANEL TYPE TYPE TYPE (. ,A, 'CS' 'OS' K MAX. r UNIT HT SILL DETAIL NOM. HEIGHT 1 'D', SHEET MAX. PANEL SEE PER ES 18; WIDTH TYP. TABLES INSTALL PER NOTE 2. 13 DETAILS HEIILGHT TABLES 1-3 SHEET 15 'OW 8'Dc. SHEETS 12 (rj &13, SILL DETAIL V. SHEET 18;� MAX. UNIT WIDTH — 1 INSTALLATION DETAILS 'DW&'De, SHEETS I2& 13 EXAMPLE: 90*OUTSIDE CORNER -XX/XX(2-TRACKI JAMB DETAIL'11', SHEET 18; INTERLOCK DETAIL'M', SHEET 19 INSTALLATION DETAILS'IW & "\ INTERLOCK DETAIL TB, SHEET 19 'Ic', SHEETS I2&13� HEADER DETAIL-1 JAMB DETAIL'H2', SHEET P-HOOK DETAIL'J' &'IC, SHE. IB: INSTALLATION DETAILS 19; INSTALLATION DETAILS'J 'HW &'Ho. SHEETS 12 & 13' 'Jc','KW &'Kc', SHEET MA) HE F TA 'B'. SHEET 18; .-1 INSTALLATION —7 JAMB DETAIL'12', SHEET 18; INSTALLATION DETAILS'BW &'BC, DETAILS'Iw' &'Ic', SHEETS 12 & M SHEETS 12 & 13 Fes---- MM.UIVII WIUIH PANEL PANEL PANEL PANEL i TYPE TYPE TYPE TYPE 'R' 'L' 'M' 'P i . UNIT NOM. GHT ER PANEL WIDTHTYP og r@ I ILES MAX. SEE PER sE 3 DLO NOTE 2, TABLES 1-3 HEIGHT SHEET IS �- I O X X X i' - 9. EXAMPLE:OXXXp SILL DETAIL 'E',SHEET IB;' (3-TRACK, RIGHT POCKET) INSTALLATION DETAILS 'EW & Ee, SHEETS 12 & 13 f T.p AVIKNB MAX. UNIT WIDTH �I PANEL PANEL PANEL PANEL TYPE TYPE TYPE TYPE 'M' 'P 'P P. MA NOM. IN PANEL WI THTYP. E SEE MAX. PER TAB[ --NOTE 2 DLO TABLES 13 1< SHEET IS HEIGHT b x G JAMB DETAIL'G3', SHEET 18; INSTALLATION DETAILS 'GW &'Ge, SHEETS 12 & 13 'M', SHEET 19 90° OUTSIDE CORNER DETAIL 'NI', SHEET 19 & CORNERANCHORAGE r9HEET 11 INreROR e><TEwoa NOM. PANEL WIDTH TYP. PER TABLES 13 HEADER DETAIL'C'. SHEET 18; INSTALLATION DETAILS 'CW &'Cc', SHEETS 12 & 13 T HT t ES EXAMPLE:XXXO SILL DETAIL 'P, SHEET IS; (4-TRACK, BY-PASS) INSTALLATION DETAILS 'Pw' &'Fc', SHEETS 12 & 13 sona>o I NTS 1 16 > 221PGTO1281 2Y1PGTO128 UNY LYN � N'��( * No. 58705' D D Z. PANEL'S PANEL SINGLE SINGE FIXED LOCKSTILE ASTRAOAL ASTRAGAL ASTRAGAL BD%OUT AE TYPES INTERLOCK OUT IWERLOOK IN SRLE W/HANDLE BOX BOX IN w/HANDLE w/i -ram 17Rr- -- - SINGLE CK F PP K L INTER t BUT SINGLE INT�- ERLOCK 8 E P A C IN U° a:rl- RR R S S S D M J J WIMAN�ILEE w ASTRAGA LR a Box OIn r w/wwOLE maXAr,p ORAGAL /tl LEFT QINrE J w/1wmIE mAXw �� PANEL�I�II F ASTRAGAL T SIRE V— (n Boxol IAaFw>n LL LL ABOXINL T / � PANELRRLovO STI N. SEE TABL APPLICABLE STiLE/ASTRAGA APPLICABLE W W J BO%IN ROXM fMYM m INTOORNER90 STILE RT Cl J w WIMN/NANDLE pIy SILL RISERS OPTIONS Z i CORNER e9 LocKSTnE QT QSJDF ~ Q d W/NANDLE pii9 EXTCORNER 90 RECENER �FW�%may'-. C CEXTERIOR 2]T EXTERIOR a- WI HANOIE tl11� BV INTCORNER R.067 VT AT VSa AS 1.SfiT JL 1 w/xaNOLE —L}'EXTCORNER m1B 1eFLUSHISER2FLAT' 20 SILL Y590RECENER L W 9SRECENERWEXTERIOR j /'�EXTR�RV IWCORNER N]1 I v T VV 'WS VS , /I '/N EXTERIO a+{ BOfi• aS5RECENFN WINANDLE 16 0fi2' p 1 1.567• �LI-J1r �� ��j 1 19, SILL RISER BOXI' 21 SILL RIS FLUSH, 1-V2" LOW, - NOT VALID FOR WATER INF y Im TEfJPoIODYDRNE NVFNI�'.0.W7D pwpXe , ocroslT c xO clwxcES Txa sxEET. o.� �J ASSEMBLY DETAILS IN FULL PANEL JAMB LENGTH (SEE SHEET512-14 FOR FOR INSTALLATION DETAILS) e6OR61 In Zoe OF JAMB V 6 a. OR 61 G3 2-TRACK JAMB G1 2•TRACK JAMB (SHOWN 6'LONG CLIP#105 WfIF1 105 @ W/RETAINER#108 tR(— OPERABLE MIDSPAN (SHOWN WITH PANEL) FIXED PANEL TO 5 1O3 LOCK PART: 113 7561071 l THE INTERIOR) 1LEXTERIOR 1— �I 112 da 2-TRACKJAMB 'LIP 51 52 ;LIP #80 OR #105 W/SCREEN W RETAINER #123 SHOWN WITH °IXED PANEL TO fHE EXTERIOR) ,DEMERIOR EXTERIOR a SHOWN WITH OPT. SCREEN TRACK EX1 a ®2-TRACK W/SCREEN D FRAME SILL ITEM 61 SHOWN, REM 60 ALSO APPLICABLE, SEE TABLES 1-3, SHEETS 6-8 FOR OP (PSF) ASSOCIATED WITH STILE. 3-TRACK E FRAME SILL fP19m1®o CFRT. KAURt lA�S LOG(PART 1] i5810]-11 SO OR 61 5 18 5 SEE DETAIL GI FOR FIXED PANEL CLIP 107 W PA 5 & > SEE DETAIL G2 1N FOR FUO=D 5 60 OR 61 PANEL CLIP In 5 16 1] 860R 81 I'T][RIOg rLE%TERIOR EXTERIOR fl E1(iER10R V S3-TTRACKJAMB 3-TRACKJAM8 4-TRACK JAMB 4-TRACK JAMB (SHOWNWITH %(SHOWNWITH 11 (SHOWNWITH 12 (SHOWNWITH OPERABLE PANEL) FIXED PANEL TO FIXED PANEL TO OPERABLE PANEL) THE EXTERIOR) THE INTERIOR) 4-TRACK �,V FRAME HEAD MAX. UNIT HEIGHT PER TABLES 1-3 #KOCOOTYW'p® A1arp� eno IJ=ey�n5 A41rdRr 6`R a..l•.In � _* NO 68705 P+ "O '•. 5Tb �� ERTICAL SECTION DETAILS is''•�AIOP: ERIES670ALUM. SGD-NON-IMPACT �S��NAL1E� d+aw A. LYNN MILLER P.E. 6an6m NTS 18 + 22 PGTB128 C PE9 s6ros 4-TRACK P FRAME SILL ASSEMBLY DETAILS � (SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) l o l 4 INTERIOR B1I RI116 STANDARD ASTRAGAL#67 Lt WITH STANDARD STILES 960 EXTERIOR BOX ASTRAGAL SHOWN (BOX -OUT) MAY ALSO BE INSTALLED TOWARDS INTERIOR (BOX -IN) HEAVY-DUTY ASTRAGAL #66 WITH HEAVY-DUTY STILES#61 EXTERIOR BOX ASTRAGAL SHOWN (BOX -OUT) MAY ALSO BE INSTALLEC TOWARDS INTERIOR (BOX -IN) s135o OUTSIDE CORNER O1 2-TRACK SHOWN text. oE�urxmem SOo OUTSIDE CORNER Ni 2-TRACK SHOWN ,a,—RMR 0®135- INSIDE CORNER 2-TRACK SHOWN 6 80- INSIDE CORNER 2-TRACKSHOWN INTERIOR [coam I ATTS 1 19 + 22 1 PGTO128 i INTERLOCK ITEM#61 (HEAVY-DUTY STILE)SHOWN, ITEM 960 (STANDARD STILE) ALSO APPLICABLE, SEE TABLES 13, SHEETS 63 FOR DP (PSF) ASSOCIATED WITH STILES. I[RR6CTREvm N[mio[���4 PbdN A�HaueNo_I�O 2,�y1' EW4[IW Wk�ia Mo r'RWr iado[I P.E Item # POT Dw .# PGT# Description 8p 1nT5 91n23 PANEL BILLS 81 1n20 BIi328 PANEL STILE (NERVY DUTY) 87 ti921 eli]21 NIERLOCKADAPIIXL B3 12Tb BiP24B VWYL BULB W3IP.•MIN ONSIDE P1IERLOCA() ea in9 )IT19 BILL END WE4TIiER31PoP PAD BS 11]28 011]2B NIERLOCK SCPEW COVER BT ti]2B BiT32B A61MGM. 68 171:9 817338 f�AVY OUII'ASIMGAL BB 11324 01]]2/ IMP a BOTTOM RAL 10 1n50 gt]]NI WEAT1ER911aP EXIENSIgV lNUEOnON MOLDED) n 1�s 11L99 1-+rrxrxyr HIGH FIN SEAL DUST PLu6s n 8153 7B153X TANDEM fiT.61L ROLLERAS6Y. n 016J ]8193N TANDEM NYLON ROLLERASSY. ]q SRICONE DOW4tl9, OOV1595OR GE-TI00 i9 BiBfi T0109% OEMINIMORIICE }PLY DUAL LOCK WhONOIRM PLATE n TI092%1FPFX 01632 %1'FL 693CREW W/IYPE'F 11P Ti ]103239 tOJ28TEELLNO LHIUT n 17J48 0119fie 311881/4'BEAD T9 1i3fiT etns rmBEaD Po 1i999 811980 T/18'BEAOI FOEO PANELCIJP @ 1T14 BiP24TK VINYL BLAB WEAlHER9TRIP Bl BI]45 1149 LOWS INC, TIT %111fi SGL SIDE ADH TAPE,P0.YEM. 100 B082 48052 RaIER ADL HaE PLUG 101 ]20B1 JAMBBWPER 1a2 1000 T1B88 UATPLUO 1W BtBB n180X t'KEFPEft 1M 89J TfiDKEEP SCREEN LOCJt KEEPER 105 1791q B1TS14 FUED PANEL f1P-S.LOND 10B 1n52 2 FDED PANEL RETANER-M16' TOT 1n9 HANDLE KR-INIEPoDR M6ED WIMTHUMB TURN, USED WIM m6 f08 1]4a HANDLEKR-MI9EDE%1ERKlRHANDLE,USEDWRHIRS 1Win1NMN0.EKR-RECESSEDIM.WITHMUMBTURN,USEDVOMNlS 1101]328HANDLEKR-RECESSEDE%IERIORPIXL USEDNAMeTB1119pANetaXY4'PN.PN.IEK-6.6. 1+217390WSM,.2/a%.1]0-FINSEAL1131112B.iBTX.290'FINSEAL11qPP%10X1-1?119PT10%1'118%M420%1'8.9.19Dt 474 A1420 %1-11T 8.8. 110 1)31b BiT3Y WDEGREE GARNER PECENER 119 1T93T fit]]37 BO DEGREE OUmDE CORNER AS'IMGAL 12a 1TJ30 011n38 BO DEGREE Pi910E CORNERA3]MOAL 129 11351 B1]]92 FDED PANEL RETA9,ER. ](0' NOTES: t) ALL ALUMINUM = 6063-T6 2) fTEMS # 33.39, 56.59, 66. 81. 84-99. 121 S 122 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. 3) USE OF #12 OR #13 REQUIRES MIN. #10 SMS OR 3/+6' MASONRY ANCHORS ® 24' MAX. O.C. )ROeVCTYLT/® muw gwxB lbFTeM' AI.M.rNe 17-0 2. 01 e.p .Fw w Allay 1n \\1111111 r1/// 0— ton TECIB(01!%IYI3RME PARTS LIST �:s'•. �.(ORIDP,.:���: N Vd10E. FL 942I3 ' (Olp4mtmM SEPJES670_ALUM. SGD-NON-IMPACT 111111 ENG\: q- or: LEA/. LwAI]r]L®J JR 049Y1) C IACHANGES M165HEET. yly�A� ® rrSVD s nrt ^" ALYNNMoim PE amp Pt m m�'�4menm°G 9mem NTS 27 +?2 P0T0128 C P.E059ms JR 02ldYll Item PQT PGT# Description # Dw .# 1 inL18 81 )300 3-TMCK HEAD 2 In0] O1n0] 3-TRAdt1a=AD WIIN SCREEN RAR 3 1nC9 B1nOB }TRACK MEAD 4 in12 BIT312 41MCK NERD 6 1]]14 811J1q FRAME SCREW COVER e 1]J1] BP31] FRAME tEAOlJAMB SCREEN ADDON ] t]301 011]04 2--TRACK SLL B 1]]01 011901 2-1MC1(SLL WITH 6CREEN PAL B 17901 811307 }TRACK 9LL 1D m1B finafo aTMcxaLL 11 1TJ1J B1nf9 FRAME SILL INACK pLSERT 12 1]31S 61T315 FRAMESLL SCREEN ADDON(SEE NOTE 9) 19 17316 BA918 FRAME SLL 6lAEEN E7IDACll-0N(SEE NOTE J) 1q 1n06 B11305 2-TRACK JAMB 16 f]S02 61T302 2-TMCIC JAMB WIiH3CREEN MIL 10 1T900 etnm 3-TRACK JAMB 17 tn11 B1TJ11 4TMCKJ4MB f0 113II 61n22 SLLPo9ER-FLAT, FLl16H, td2' IB 17]1B el7]I9 SLLPoSER-BOX FLAN, 1-I? � 1T]21 OIn21 SLL RLSER-PLAT. LOW, 2-t]l 21 17]18 01731E SLL RISER - BOX LOW. 2-ilT 22 t756 BtT333 SLL RSER-FLAT, MEDIUM; S11q' 23 1]354 817]54 SLL PoSER-eOX MEDIUM, 1114' 24 173D B1T92J SLL Po6ER-FTAT. IBGH, 4' 25 1]320 B1n20 SILL RISER -BOX tBG]1, 9' 28 1TJA B1TJ]J POCKEf0.H00K 21 )010 B]WO NEOPRENE BULB WSTP FOR PJiOq( 2B R3N fi1T3]4 POCKETP-NOOKMWNT 20 1T]]B 81]J96 PgIDOKCOVER >D 1n9B 81iX0 POCKETP-NOOK FOR BO%PREP ]1 173]B 017318 196 COPoER ]2 1)3i0 01]310' 136 FUEO MDICR ' f1EM34059 ARE 6CREEN PARTS: 40 491E 812250 SCREEN 610E PAL-LOCKSTIE 41 TLOCKWGSK SCREEN LOCKSET q2 g1B1B SCREEN KEEPERSPACER SET 43 0152 BB152 SCREEN INTERLOCK ADAPTER M 4428 BN28 SCREEN DOUBLE NIERLOCK 49 4]1T 8127E0 SCREEN TOP RNL 4B 4310 817251 SCREEN BOTION MIL 41 688 TSRIIZ STANMfm ROVER qB BBB SW TSMK S1L W- q8 q9M BISH SCREEN ASIMGAL 50 tT]49 BtT949 Om SCREENPSTMWLADAPIER 61 1682 61892 66iEEN 8PLNE-.+65' 52 1694 81691 SCREEN SPLNE-.15Y 5] 8181fiC20 6CREEN GLOM 54 fT26 11T%4'%1118'SUT. BLOq(. NEOPRENE 85+I5 65 tn0 1'%q'X1/i6'SET. BLOCK. NEOPRENE 83+l5 S.Ofi9" 8.562' 0.080' 1.211'JL 1.505' 0.081' 02-TRACK HEAD 16 4-TRACK SILL (6063-T6 AL) (606}T6 AL) 6.198" 1.211' 0.081' O2-TRACK HEAD W/SCREEN TRACK (6063-T6 AL) 6.528' D.O80' 1.505" 06 3-TRACK SILL (6083-T6 ALI 7.105" 6.221' 0.080' 1.505' 1.211' 0.081' O3 }TRACK HEAD O8 2-TRACK SILL WI SCREEN TRACK (6D63-T6 AL) (606}T6 AL) 9.142' 4A9' � 0.080' 1.211. 1.505" -firfT 0.081" O4 4-TRACK HEAD 02-TRACK SILL (6063-T6 AL) (6063-T6 AL) 0.060' 1.514° 0.062 0.532�4' 0.700' 1.2 r--(FFrr...�"---°°° ii'��y""" I��III---- 1�1�1i1 ���{{{111IIIIII���----- 0.060' 1.576' 1.990' FRAME HEAD/JAMB SCREEN FRAME SILL SCREEN FRAME SILL SCREEN O, AOD-0N 2 ADO-0N 18 END ADD -ON (6083-T6 AL) (6063-T6 AL) (6063-T6 AL) REQUIRES MIN. #10 SMS REQUIRES MIN. 910 SMS OR3/16'MASONRY OR3/16"MASONRY ANCHORS @ 24- MAX. O.C. ANCHORS@ 24' MAX. O.C. SEE SHEET 17 FOR SILL RISERS. r.�rrr. cwwm.�+ IB' G2-TRACKJAMB W/ 15 SCREEN TRACK (6063-T6 AL) 5' 16 3-TRACKJAMB (6083-T6 AL) 1.36' 1.872" 1r- 0.062' 1.018° O.OB1' SCREEN 40 STILE (606}T6 AL) 5.069" +I j- 1.045" I r 1.993' 0.062' L 14 2-TRACK JAMB 65 SCREEN TOP RAIL (6063-T6 AL) (6D63-T6AL) O 4-TRACK JAMB (605346 AL) s0ow6 I AITS 1 21 > 22 1 PGT0128 +I,1�- 0.875" 1.893'L -L i- - 0.082' SCREEN BOTTOM RAIL (606}T6 AL) 7ROB fREVWW M:xnafw. Amp1[n�r No: -0N2p.p5 [SVII[IY LLI[ * No. 58705 0.718' 0.83' 3.802° «I� j'� 2.304' . 3.602" 1 'jI� 0.752' I 0.752' . L� .LI j, 0.685' �J Ury �7 0.574' 0.796" 0.062" T 0.080° 0.082" 0.269' J 0.075 � 0.233" 0.082° FRAME SILL P-HOOK MOUNTING P-HOOK SCREW 5 11 2B P-HOOK 28 2B 3B P-HOOK FOR BOX RISER SCREW COVER OTRACK O- OADAPTDR COVER 0.080' (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6AL) (6063-T6 AL) (6063-T6 Ay .155' 0.080' -lL---i 0.830- I 1.974' +I 2.44' Hi 135" CORNER (6063-T6 AL) "0" .080" 1.870' O135' FIXED MOUNT (6063-TOAL) Imo- 3.979' 0.075" 1.645" 0.125^ B7 STANDARD ASTRAGAL (6063-T6AL) 4" e.osz• 1 Boo F.-- 3.125" O STANDARD STILE (6053-T6AL) (° -- 4" 0.133" 1.800 Imo-. 3.125- B1 HEAVY DUTY STILE (6063-T6 AL) 1 739" +) 0.082" 888° 82 INTERLOCK DPTER (6063-T6 AL) Imo--- 4.125' 0.062" 1.304' 1 050" jam-- +I 7.050' 1-� �y 1.050' 1� 1.645" � I f I-f f I� .289" ,811' .849° I �045' ,045" :- 6 0.281" �I F� (� 3.25' .045" BB HEAVY DUTY ASTRAGAL BB TOP/BOTTOM PAIL OGLAZING BB 7/16"GLAZING 74 3/16"81/4" HEAVY AL)DUTY TOPI T6 AL)OTTO BEAD (LGJ BEAD.FIXED GLAZING (6063-T6AL) PANEL CLIP BEAD (6063-T6 AL) (6063-T6 AL) 7" 0.050" WED 0.080" li105 FIX0 PANEL CLIP 708' (6063-T6 AL) .550" D.863 'FIXED 0.709° PAN 123 FIXED PANEL ORETAINER, 7/8' mao" ---IP;'g (6063-T6AL) F2 D PANEL 1oB RETAINER, 9/W (6063-116AL) 2.893" 11B 90' INSIDE/OUTSIDE CORNERRECENER (6063-176 AL) 11B 00' OUTSIDE CORNER ASTRAGAL (6083-T6 AL) NV[TIIBE RWM plj/ lw CE IZ WAOlHO4PYW 303" 0.325" 0.062" ' OINTERLOCK SCREWCOVER (6063-TO AL) 0.133" 4' Ui�lirr 120 90' INSIDE CORNER ASTRAGAL .:pN� L. NIv (6063-T6 AL) � ��'�..'110ENSp P: P * No. 58705 ' OF URUSIONS ER1ES670ALUM. SGD-NON-IMPACT ,�'Si�NAL1�"��� °^°o"^ A. LYNN MILLER P.E. acB°m4 NT5 22 122 PGT0126 C P.E.k5B705 SQBVNFD MIAMIDADE' `St CuriML4MI-DADECOUNTY m COUnty PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Roam 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 OF ACCEPTANCE 1070 Technology Drive North Venice, FL 34275 SCOPE: w .miamidade.eov/economy This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to re this acceptance, if it is determined by Miami —Dade County Product Control Section that this oduct or water' Zas to meet t e uirements of the applicable building code. ct ' approvdescriherein, and has b designed to comply with the Florida Building ing the High Velocity Hcane Zone. )N: Series "PGT" Clipped Extruded. APPROV DOCUMENT: Drawing No. 6300JR, sheets 1 ough 25 of 25, prepared by r dated 06/19/17, ed and sealed by Anthony Lynn l Control Revision sta with the Notice of Accepta County Product Control Sec i Tube Mullion — L.M.I. titled " pact —Resistant Aluminum Tube Mullions", umufacy1rer, dated 08/29111, with revision C dille .E, bearing the Miami -Dade County Product Pe"nuiriticr and expiration date by the Miami -Dade 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# 16-0218.03 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. Plasencia, P.E.—� Mianwnoe, couN rr NOA No. 17-0630.01 ...E , Expiration Date: May 26, 2021 (Pp roval Date: November 09, 2017 Page P PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted underNOA No.10-0819.05) 2. Drawing No. 6300JR, titled "Impact -Resistant Aluminum Tube Mullions", sheets 1 through 25 of 25, dated 08/29/11, with revision C dated 06/19/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of 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, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No. 10- 0819. 05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5u' Edition (2014) and with FBC 61 Edition (2017), prepared by manufacturer, dated 08/29/17, signed and sealed by Anthony Lynn Miller, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. E-1 Jorge M. Plasencia, P.E. Pro vct Control Unit Supervisor NOA No. 17-0630.01 Expiration Date: May 26, 2021 Approval Date: November 09, 2017 PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to FBC-5" Edition (2014) and FBC-61' Edition (20147, dated 06/22/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated 06/22/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. G. OTHERS 1. Notice of Acceptance No. 16-0218.03, issued to PGT Industries, Inc. for their Series "PGT" Clipped Extruded Aluminum Tube Mullion — L.M.I., approved on 04/14/16 and expiring on 05/26/21. Jorge M. Plasencia, P.E. P duct Control Unit Supervisor NOA No.17-0630.01 Expiration Date: May 26, 2021 Approval Date: November 09, 2017 E-2 SUITABLE FOR ALL NON -IMPACT OR MISSILE IMPACT -RESISTANT LOCATIONS REQUIRING LARGE AND SMALL PRODUCTS �OPBaINOWIOTNFORVEMICN.NULL— / —� 5E20ETMs i FIGURE 1: MIPLEMUU.LL IONS AUO.H sXEEl91i EEATHRUE ATHRU O; SNEEi92A 1` \ � -_-- 1 MULL. MULL UENOTH SEE bH FLM PR0 BE( UU6 AV3. BYL �sEE BETNLs F—HOE.3L SHEETS "�mom" I�HORIL MULLIENOLX--1 'I ExEilviH I— r r IF XEI O �FGM r L LE r r MALL r r L LovExlxcM�mx SINGLEMULLION SWGLE MULLION FCR WSPH IOTH FORVERDCPLWLL `15EE CORREbNNDNG BET MULTIPLE MULLIONS `, FRBMFIOIIREIAOOVE 2) THE TYPE AND NUMBER OFANCHORS IS CRITICALTO THE STRUCTURAL PERFORMANCEOFTHE MULLED UNITS. MULLIONS HAVE BEEN TESTED As'FREE-FLOATING' AND DO NOT NEED TO BE DIREGTLYATTACHED TO THE MULLION CLIPS. BUT $I NOT HAVE GAP OF MORE THAN 1/4' FROM THE CLIP, 3) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOA05 CORRESPONDING TO THE REQUIRED INTHISANCHOR EVALUANONSTHHEE 1 B LOAD DTIONCALCULATED TO ACTOR WAS CT NO USED FOR THE EVALUATION THAN LIED. W2113 OF WOOD SCREWSWAS NDTUSED 4) PROPER SEAUNG OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS M 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 24, FOR MULTIPLE UNITS CONSIDER ONLY TWO ADJACENT UNITS AT TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAOETPBLES. THE LOWEST DESIGN PRESSURE OF MULTIPLE MULUONS OR FENESTRATION PRODUCTS SHALLAPPLY.. e) WHEN FINDING YOUR SIZE IN THE MULLION TABLES, ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLES ......... ............ -- —1 . uF RFMnun WALL DRESSING OR ETUGGD. WOOD BUCKS BYOTHERS, SI REFERENCE: TEST REPORTS: FT10443; ELM ULTRACANIAGGRE-GATOR NOAS 9) MULLIONS AND CLIPS HAVE BEEN DESIGNED 6 TESTED TO COMPLY WITH THE I N,. WPACT APPLICATIONS. MULLI 10) MULUONS ARE IN COMPLIANCE FOR ME W THE WliZ 11WIDTWHEG OPRONMD THAT ESPAN AND OPENING OF EACH INDIN UEN AL MULLION COMPLIES WITH THE REQUIREMTS OF THIS NOA. INSTRU=IONS. 1) DETERMINETHE DESIGN PRESSURE REQUIREMENT (M&K-I FOR THE OPENNG USING THE A5LE-7 STANDARD. 2) CHOOSE A MULLION TYPETHAT WILL FIT THE DEPTH OF THE FENESTRATION PROOUCPB FRAME DEPTH. 3) REFERTO SHEET 25 TO DETERMINE IF THE WIND LOADING IS "RECTANGULAR' OR'TWANGUTARQRAPEZOIOAL'. lx2x.f15 LENGTH 6)FROM THE SAME TABLE USED IN STEP 4)ABOVE, FWD THEVALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQU ILBST.THISVALUE REPRESENTS THE W INOLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS PND MUST BE MET TOATTAIN THE FIILLMULLIDN CAPACITY. B)FROMTHEANCHORCAPAC I(LBS)TASLE ON THE SAME SHEETAND USING YOUR AMAL SUBSTRATECONDITION(MULTIPLE II— ANCHOMUMS TOMCHOR-CLIPPATTERNMAYAPPLY) SELEGTANANCHORCLIPPATTERNANDVERIFI'THATTHEREQUIR mcN R CAPACITY IS MET. THE "IF THE MULLION CApACNY(L&E OBTAINED IN THE TABLE IS HIGHERTHANTHE DESIGN PRESSURE AEQUIREMEN pLBnu FEOFOR WTTH THIS ,)VERIFY THE DESIGN PRESSURE RATING (LSI FOR THE FENESTRATION PRODUUTO BE USED AND COMPARE WITH THE FINAL MULLION CAPACITY (LBI OBTAINED FOR THE MULLION SYSTEM. THELOWER OF THE TWO SHALLAFFLY FORTHEENRREMULLED FENESTRATION PRODUCTASSEMBLY. 9) HIGHUGHT OPTION USED ANO TABLE VALUES USED IN A SPSCIFICAPPLICATION WHEN USING THIS NOATO APPLY FOR A PERMIT. PRODUCT REVISED s [empl i B With the Florida Bmlaine �eea NQA-No. 17.0630.07 E,pi.uoR PAee 05/2tiiI AL FL No. 5870 DETAIL A. MULLION TO 2X WOOD BUCK OR WOOD FRAMING (OFFSET CUP SHOWN) DETAIL B: MULLION ATTACHED TO IX WOOD BUCK AND MASONRY (STANDARD CLIP SHOWN) �6o•auXiIXt a as I \ ALL MILLION3 ar SIDE VIEW FRONT VIEW INBTALLARON NOTES: 1) ANCHOR EMBEDMENT TO BASE MATERM S14LLL BE BEYOND WALL DRESSING ORSTUCCO. 2) QUANTITY OFANCHORSAND MULLION SITE SHOWN ADOVEARE FOR PILTCfUALREPRESENTATION ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THEANCHORTO ANCHOR DISTANCE THE CORRECTOUANTRY AMID LOCATION OF ANCHORS MUST BE FOLLOWED, REFER TO THETARLES ON THE FOLLOWING SHEETS. FOR DETAILS A-D, ETTHERTHE STANDARD OR OFFSET CLIP MAY BE USED. 3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHEAD. 4) WOOD BUCKS ME OPTIONAL, SEE DETAR C. SHEET S 5) MR MASONRY APPLICATIONS IN MIAMFDADE COUNTY, USE ONLY MIAMWADE CCUNTYAPPROVED ELCO ULTRACON OR ELCO 11W S.S. AGGRERATCR MlSONRY ANCHORS EXTER OR EDGE 4 0wm. MR VuV"IXIRY a mECfFS fL10R6 . MR ftECR48LED q FlILFRA\'FD Y6NWW9. MMR NSO BE Ll9ETYFE 0110;REAINEiYFES. MN 3.1N91CONCRETE ORCWI \ FRONT VIEW / E. QicLU- 'ICI SffSEETEEM fi 1 NCE ,6.,Y �Y SIDE VIEW ETHER BTNID M C,F MIR1 WPpMYSE TYTALLM BY Isumim. PRODUCT � REVISED asc1a9rzmn tHa na,1Ba NOA-No. 17-0630.01 expiration Bab 05=12021 * : No. 5070E DETAIL E: P R ti Iss'MN MULLION TO MULLION DETAILC: INTERSECTION NOTES:C d `� MULLION DIRECTLYATTACHEDTO NuxnN Yr �(U-CLIP) 1) MAY BE INSTALLED IN'TEe oR'caoss'$ Na MASONRYSTRUCTURE INTERSECTIONS. kF a (STANDARD CLIP SHOWN) 94 2) MAY BE INSTALLED HORQONTALLY d (SHOWN) ORVERTICMLY. N I I T moR MTIm1m I By 3)SEE U-CUP DRAWINGS. SHEETS 21-M nAxWl) I 6E:T 1.2. FORCORRESPONDINGMILUJON. S°N 2 ^ W .F.. . i. TOP VIEW u e O Im WPNAYeE 1 I ME STmm _ J D 116TPLLfDBY I I� I i H @AY VMIE9Y�-1 a133iEF13CflEYl^u. ]= TWS N!RIW ` YF SBFIXULDNJaUl w �. �NLLQgrRm umswU3E9Ef9 e. e u EXTERIOR a iHEOFTSETCLPIs \ S Z U$ d' U I✓ECCHARNBEp FOR / F F00. MlEON FIN-FPAtlEO LI.-ECIIW CL O ANLN016 WINDaI^I9,fiUT6MY µCV j 1- Z AL900E USED TOR ]WD �B' � . '.. amERFRAMETwEs. EERIOR � < Z XE 3 Z Z Q �pTY3P1.ANCN. a (; Q O Z 0 / EEETPB.lE5ho 10-1]9 a TYP.AIYACfl eEP5�Ef8 i13)FOR o N �E / HIXE LOGMNS PERBUBBIRAIE. W J evcxsTwP sEErnnmeldue FRONT VIEW mvE Q Y Y nxO pI Tmms evv _ sEE�� Hi UggZ_ 6 y sEExmE1, . .. - tsffraeiss SIDE VIEW u MIX 2]F9CWOIO THE SIDE TEtltCNI 1&1N FRONT VIEW SIDE VIEW DETAIL: PRODUCT REVISED ATTACHED MULLION ATTACHED TO ompNinB XFIN the Plasm STEELSTUD - NDA-Wo oae (STANDARD CLIP SHOWN) NOArats. 775/25= 7 Bxplretlon pale 05/26/2027 sTRUC URE BY / INSTALLATION NOTES: TP. AN.. ern aP. ua 1) ANCHOR EMBEDMENT TO BASE MATEFW. SHALL BE BEYOND WALL DRESSING OR STUCCO. a PERSUEnPATE, �SFE TABIf9 t619e 2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVEARE FOR PICTORAL REPRESENTATION n `.� sEESNEErs V-m rOP ONLY. BECAUSE THE ANCHOR CAPACOYIS BASED PARTLY ON THE ANCHOR TO ANCHOR DIGTANCE, THE xaE CORRECT QUANTITYAND LOCATION OFMICNORS MUST BE FOLLOWED, REFBRTO THE TABLESON THE W pms FOLLOWING SHEETS. FOR DEFAILSA-D, EITHFA'THE STANDARD OROFFSETCLIP MAYBE USED. `�' MNLIW ,)ANCHOR HEADTYPEMAY BE PANHEAD, HEXHEAD OR FLATHEAD. a) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C, THIS SHEET. 5) FOR MASONRY APPLICATIONS IN MIM1I.OADE COUNTY, USE ONLYMIAMLDADE COUNTY APPROVED STAB ® �`"aiAY LYNh `A EULTRACONORE JIWS.S.AOGREGATORMPSONRYANCHOPS. LCO FOR siEELSTuvsixwrvERmA^I 1&tie �` 4•,: LWENSE FRONT VIEW 1XGRAMICONR1WTwRHTHEFLBLMNG cvvenuwvvverclm+Nunusm.` AnACM.EYT Sr mxERs. No. 58205 EXTERIOR usEwnWANCHax sPEcs SIDE VIEW. NOTES: 1)FOR 2X WOOD MED STEEL STUDS. WOOD ANCHOR VALUES MAYBE USED. 21 SEE CORRESPONDING MULLION TABLES. SHEETS 5-20, FOR QUANTITY OF SCREWS DETAIL F: FIELD -MODIFIED MULLION CLIP (F-CLIP) sEEOEINL5 �sR�Ta2ervoswxoNTuiATla+ X TosvacmcalssrxATes .EXTERIOR Mf0 W9W.4fEEl. NLN, CMl OR AN6l11NV ExTTpUOP O SIDE VIEW sxmm Wrtn 1-xa•x.12r. MI. NOTES FOR INSTALLATION OPTIONS P. 1) DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.2W X 2,IV X.12S MULLION. 21 SEE TABLES 10-139 FOR ANCHOR QUANTITIES ANC SHEETS 21-23 FOR HOLE LOCATIONS. 3) THE 2X9 CLIP IS NOT SUITABLE FOR THR APPLICATION. DETAIL G: DETAIL H: ANGLE MULLION CLIP BAY MULLION INSTALLATION IP (ANGLE CLIP) (ANGLE t: g0PVlEwA PRODUCT REVISEO as com,1&9wlM U. Fletltla Bu1131nB Cotla NO".. 17-9630.01 ExPlmtlan Oats 96/26/2021 NOTES FOR INSTALLATION OPTION O&H' N aV`�'.• !t v �� •�•� .• �10ENg . ,)USE 2 ANGLE CLIPS PER MULLION END. MIPS MUSTBE INSERTED INSIDE OF MULLION. 2)OETAIL G; SEE TABLE5IB-14B FORANCHOR QUPNTRIFSANO 9HEEi621-23 FOR HOLE S _ )V.:' No. Sams LOCATIONS. 3)DEFAILH:SEETABLESIMOR16BFORARCHOROVANTITIEBMIDSHEET22FORHOM ® :0 ATE �I LOCATIONS. A. LN FL TABLE 1A MUIBon Ca D I.Pbsi (613e1tlmRYsperritOmuillom) or Openln9 Height (fwhDOzaleM4partJeg GO.) OpwlnGNpd21 Tnp'rmp 110M PvAWPAsr TI4T0�0. ImF R11s w T,AP'lAslg La n9 mF Nin Pcm6JO tlmflNK RmlmAuv thPmlAna lw PeEmnDAm In inNnnW. fmb Ramma'SL= mh mF i0F lan" IYMPa1r T,¢nne,W. la[IWJv imPlTfm3 IVWN ee ImME ,w InMM T me5q LarlO'a LmdnE mrdoA mmMO InunO LMn9 In0d�® ImQllq Im®,H the RODOLTUIN lnva'n aEIW b+MO _ 8 0 � A�� 0g� 8 1 S 3O� d , OB, .�� ¢4 . gg�g�9�'� p3p� �� $NOINIngINa'9.A gg df sag ma 10L4 319 MI a, IND its gas M5 IND rs Msiwp ns me Ito 1m0 au %D 4M Imo rDn 4w 1Ra 23x mi IN III. ze m.0 Iw IET.em JU n, AM 312 312 m.De av n.a xu x1{ rz e1.0 zu9 9v e]9 EX I r: nI zfd' m! ST3 m.D Ne Z9 92 m] 2I0 .1.0 ]12 913 zN OD M2 ED aOD zel WS El96 Fs zze 4se ml %z zz4 3AD zet ss.l Za ax! 20+ m.1 xm 9I, zef 4s> N0 2&e zm 4n] na a0 x01 J2.D.- ]t+ Tae xM m.x Mt a2 Ni MA 1W a] N> ]9.I f0] NB 21x Yt+ 19] 1A.A NT N.+ lE3 t0A 3{i %I4 xn 9T.9 x1A41E NT MD 'R! m.6 NI "1 IM 33911 II3 12 15i ifla 2m a011 m0 41.2 170 YO 2m m.1 1m 2A.1 :m 31.E Ito N0 m0 2" im 21.3 m0 TI.1 159l 111 m.] tm Zr.O let ml 19 211 101 xe9 1M 9.3 In 3A3 1M ISO 1.1 Ste 1M 1.1 I01 21.7 W .D 1B9 m.0 t4 . Ito 2M 134 A 1n a1 f]S 10.0 Ito E1.0 1M3 1m a3 im+40 1]8 iD.6� 1fA 13a Ito fi.3 116" 1m 19T 1m 16] IN ILO la!i} tfe 1>a 1w ANCHOR CAPACITY ADJUSTMENT FORMULA: TABLE IB anabar Cs ea AsOLbn BfYLI[a Table s ANCHOR CAP.,e,� (DP-)X{ ' ANCHOR CAP.- USE THIS MORMULA AO OBTAIN ORRESOPHE-ANCHOR w:n. alu urssEm N6-sNn Pace. +Wss ne pTvrroe em sue nzsua elpm nzeme siaa.am .. Dtt,ma AmMTylm rls ECelOYem w•erolnram IOvmm y,1Y yy u�m, tH•TnoueraoaD AF,ryCiW Ameu AmmC+1m Dn1-am319�1c0 Smw1051 CAPACfiY RC-0UIRED•CORRESPONDWG TORN REQUI EG AntlIw CIID PeDemD EaIPObmxa(m 1• 21R' P z-t? sVY r N? Y S1R r sur r ¢m- asY 31T AYN ,tom ACTUPL PRESSURE RC-0UIRE111ENT FORTHE Emmmma n. 1au• . wr 1aH+alv z 1.w� rve LIw 1.v1• wu� I-vr m1m z m ur w1m Mxm Smm _ iumlm O43s un.O.Ol9mme3mwrm OlD0t 12 Swm 3mb rmm mOm twlm 90m 2mmr Swm iwm 3T{m WA WA wA 6mm Wm 11xDm CAPACITY FROM THE TAB OFTFENS LECTEO 4 AxImOtlY um. D.elsanaae(mOoeO m, A`Ip. x] Imm TDOm WA WA 1mOm WA Imem ILA tome w3m 9m me wA WA wA n9m tams m3m +ev2m mxm msm 1u3m T10 MULLON.rMULYIEUDAMINIMUMANCHOR C,FACIT"JOHMAYBEMMMOUNLIFY IAnolnnOrFan o.aeR)xa9A /b t3p. AIF0. 30 now'Tmm WA WA mom WA WA WA KM WA WA wA WA WA WA WA WA ADDITIONAL ANCHOR OPTIONS FROM THE a zeome 9mm 3A•vAm OmYNc.QC IIWp.bm.tn•A>Bn1iq.43 1a9m NO 4Ale. BIIm u9m 4a ma tom Slam 10TIee SAxIOa 4nm tom zxlm ANCHORCAPACITYTABLE t Munwl F-ck lM,93 2A.. D 1.+Y Mn, D.w 610-Bt Imrm NBIw 3Wm WA WA WA WA tmma WA NIA wA WP WA Sllm Mxm NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN ANDANCHOR VALUE AB THEBTANOARO CLIP. PRODUCT REVISED eim mpl In iM the FIOdda nlne �'ad NOA-N0. 17-0630.01 Eaplmi Dote 09126/2O21 Oy Mfam r uct Con m FIGURE I: FIGURE2: TABLE NOTES: 1) SEE SHEET I FOR INSTRUCTIONS ON USING THETABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. -j I.Sov �-- 2)LINEARC RpOLATIONBETWEENMULLLENGTHSA IOROPENINGWIDTHSISALLOWABLE. FIGURES: 3) MULLION AND MULLION CLIPS SHOWN ARE NOTTO SCALE FOREXACT OIIdBiBpNs, SEESHEITTS 2143. FOLLOWING OLMENSIONAL RESTRICTIONS SHOWN ON SHEETS21-23 2.DOT n . • • HOLESTOBEORILLED INTHEFIELD FIGURES OW SUGGESTED, APPRO)DMATE HOLEIDGTIONS. SH I L 2s III y aONYEN '�`; ANGLECLPMUSTBEUSEDNPAIRS. 4)SUBSTRATES:CONCRETESHALL FORMTOACIMlSPECIFICATIONSHOLLOWANOGROUT-FIILID CONCRETE BLOCK UNIT(CMU) SHALL CONFORM TOASTN G811. WOOD SHALL BEPRESSURE-TREATED BG OFD.55.ALUMINUMSHA BENI6&TBANDBEAMLNIMUM OF.I2T �� 1JCENyF+..((� `: P No. FIGURE 4: FIGURES: FIGURE B: O YEILOW SOl1THERV PINE WTDI AN THICKSTEELSTUDSTOSEAMINIMUMGFADEMMD, 9 TMCK (18 GAUGE). STRUCTURAL STEF1l0 BE AT LEAST.12FTHICKANOASB.ALL.CHORSNTOMETALSHALLETENDATLEAST3SCREWTHREAOSBEOND INTO WOOD MAYBE STEEL 18-6 SS. OR410 S.S. 1•X2'%.12S MULLION 58TD5 1F ((.L �.� %' _y 6 I KC ® THE MATERIAL p10&F12 ANCHORS ,u Fl TABLE2A MMIBon Ce ec TBgle vlR' Opening Widen pawf5®tyspBM10 hembrls) or Opeablg Height (tr! li 13-OPBlving MAI..) Tmp•Mso, wmm RoOhlpWaI 1➢'eB0. twn RaM11uR ImBW Racam weaW$ Me a in{MN's 1oa91$re .1n -es"Tay, Ralvremm teen raw... IUWIa FWsro`'Iv Inmrq +£ON ffi01 ur TraplMl¢ PseklMular Wn TfBpTrlom. RegmlB.tl® ]em T14'nta0: Rncl®y:em BJF RaP'3Nr$ RMmIW10/ 132vAT6 pWm. TB6B 4sabc av¢re LmIW Lmre L' i,,8P 1.mup ggAe' LmOSM gyT' LWSBe In'mry g g Lware 1®mre �a ' rg� 3g' {g' gg fi 6 �Hy $OR 8j�$ 96 y d l3FJ S@ d 8}P, g a E@ dp HggF, d@ PB, 2'C $�}p,�B8j¢f$E9Q3d d�R3 IM4 +]B0 4A +51.3 ®R 11n0 OO 1'!B.} B6R 9B0 @8 1136 +ESB ..as 61] BB8 600 less 51] 14] 66] 1880 911 ei8 BS] tBBB fit] ba] B@ 148F " 1N.0 11B 101.1 @] 1182 HO - 50] feet 03 R.0 So 1028 88B 0].8 5a we b1 BSB 50/ W.0 3W 66] Oa BB.O @fi G90 W] eBO 38B 9fl0 501 L60398p6Y41nA1-469@.09]1 4.]41 4@ m.6 3Cd E68 4A KB 880 WA 4W 'M' S] 91A 458 B10 3Y L19 L•9 B0.0 3Y 9].0 459 ffi0 95B 326 2B] 63 dW BJO 91.0 Y`B 3U XN ] pi3 83ie >12 Ob NB 993 B1Y b] R.l 3b 53.4 KO a.a 9+0 11.1 4M G.e B15 I2T 40] @,B ets 908 40B 61.0 31a 965 T-2 400 01.9 913 Xt WF 033 3N See ale 51.9 314 a ZA 411 M 61.2 2G 340 9N 4¢B 3B0 94B 92n a¢B ]T af.1 ]N 420 2S ffi0 92< dO.S A3 ]04 463 35] tAS 14B @4 299 40.5 it.4 b0 6 WF ES8 b4 6]A ]R 4LB ]BI Ie] 2W 904 1& N.B N1 Ole 25f a '#] 240 294 51.1 131 as m U2 i3] a. 39a i1.3 ZN t83 b9 93.6 � 'q9 LAB 2B8 Y].] 2W a BBF 448 Xd dA6 230 380 2W 44 b6 ll< 3P8 9t.6 Z1 29A 2B0 3L1 210 2S0 20B 91D 219 bA ]ll 2B0 2tt 105 768 260 n0 1¢] 2fie n.] RT 360 m 8].B Im AAO ]8 @2 181 S] Y[5 38L 180 T1.6 T19 2S8 10fi 800 2E YA6 t@ 18.0 9S T11 iBD 1G0 234 'dt.3 1]] 12B RS 19.8 TB it9 225 1A.6 1]5 15B TOF 36B 3lQ �20 1R 259 3E 9.3 1TJ Ole 11 0.9 1. te.2 b2 M5 1T 1]8 9@ +9.] 1&5 1E.0 'dP 141 1B3 13B 2Q IO.t 100 t0A 'R( 1¢9 1L4 15B 19 0.6 B.B 91 183 11.e 1A2 16D ]B Bi na 1@ E.O 1W 239 iB] '61 +65 @.2 b.0 16! 1T.T 1@ iet i5B i6.I ib IB.1 191 1A2 1B2 14B 1Y 11.8 1@ 10.3 1B2 10.1 1@ B9H 1B6 1K iB.O f]B 134 1M 10.1 Ten eBm 152 +n +ee 1v , TABLE 2B spmwca 2n mimm� An4NorCa ac 3.ncmc. Table W xoun. au FAlmas ptwwp M.kl v18 Ekp V6"88 FIoo MfP E¢o Vd'S9 Eko p108be1 W26Rtl MOMTpe'. }MTEIco LVmOdI 1M'EWOUIpmm U0.eran YIB'E4ro V¢rxon 1K'E1[p UlDmm AApa6ew Ulram Ap0e6eb 6ofex (C61 .rG5 6alr/'In5 6n.�(etl pochof Clip PBlieme 2-0I! 11ffi P LllP 1' 91@ T 3.M' S nM' p.W O.a2P Eqq UYtlnpe pni 1' F49' S• tdM T 0-1 w" 1NP LRC YtN' 1-0/f Ytl4' 3' fl/6' f-LY �aRa Flnh4nenlM 1d(' 1-W' 1.NY 'IN 1G016 ZmN ]Dplae 914 Nv '!- R41Y 161We 6NI NIIM 44a16v 6901m E pncllon6 al]'MIn.00I91eNfN mgbeOglp lFpl 9W ¢0 3COIN 659b - NIA Wq WA WA M3 Du OWIN 11201b dgnvfmn®1.16'MIM1 0.0 I61vW,eptlLell Cllp(i}.2{ 4B9 PO ]W 6p Wq WA WA WA %OIpO N/A ]461G I®21b @2IN easlm I1. 4.0 us ANk alp.r(F6. 9k ]eD lee T80 m0 6eD k! ISWW IBJblla 440 b• 3M ID' N/A TWA = WA WP t191M ¢Artim®D45'Mh DC /Dak�Fn.12AILm.IF4. f% WA WA WA WA WA WA WA NIA NIA Wq WA WA iMYn ]]Lien ]6DIke f ArSM/FL11p In0 51: 10100 Ib LEA II3 n� M9 kf Rllb t350e wDlaa IR IL 3]O Da 16]Ib 9YlIW IPIh M21W ODDke 2AnoEw®L1S MF.0.6]FC11pIM 0) RD ¢0 550 Re WA N0 WA WA PAIu N/A NU WA WA WA NIIM AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE I: FIGURE2 FIGURE 3: ANGLE CLIP MUST BE USED IN PAIRS. FIGURE4: jFIGURES : FIGURES: FORMULATD TABLE NOTES: 1) SEESHEET I FORINSTRUCTIONB ON USING THETABLES AND SHEET25 FOR INFORMATION CN LOADING. �1D00't-- SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS MOTOR OPENING WIDTHS 0 ALLOWABLE 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. 2000' HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23, L FIGURES SHOW SUGGESTED, APPROAMATE HOLE LOCATIONS. 4)SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED .3T5" CONCRETE BLOCK UNIT(CMU) SHALL CONFORM TO ASTM CSC. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITHAN SG OF 0.55. ALUMINUM SHALL BE6063T5 AND BE A MINIMUM OF.125 1'R YX9T5" MULLION THICK STEEL STUDS TO BE AMINNIUM GRADE33AND.045" THICK(18 GAUGEI. STRUCTURAL STEELTO BEAT LEAST.125' THICKAND AX ALL ANCHORS INTO METAL SHALL E ND AT LEAST 3 SCREW THREADS BEYOND THEMATERIAL. #10 8 #12 ANCHORS INTO WOOD MAYBE STEEL IB8 S.S.OR 410 SS. THE PRODUCT REVISED as p on9 with the Florida 0.11dinB Ee .N.. 17-0630.01 expimum gate 06126MU21 No. 58705 A. LYNAMILLER, P.E. FL P.E.# 58705 TABLE 3A all CapeCan Table slit• i ix.T81 OpenNB WLtlm (r[ Zmog nw..)or Opening HelBM on REE#nWlu TnpRllvp. In3dl9 LwJn9 (TorinumNaOydpaMrO 1WT PsdB:Wal TrtpT'an0. InmNx bniba muileml SpN Re[t+nµkr bvSn9 9vpir#iq. LmSnB ®M !#CmAJEr LUUn9 TiNDl9np. Lea@.9 r01n RIP L'gdv I Tnp 'Tlvq LmdnO I Punn, I#EW a LamAn9 Tuptt p, LbAm 1 1201, R<NnpNa Tre9+MvrE. I<c6,N laeM 14010 Peefuipb+ Tm(IRlly@ Ladna LmtlM lob PsehnRnlu Ir3Y1Nmi0. LI"no ImM9 ATb Alum. N mon �gq ,��$$•• d � gg S 5gg5 �R41�j R 6 q�p 9$g ,yg gS y5 'g�} q 6 5g $g O gga gal 38 �' a �g & Rg� a ;r 1 5�g a8 4` �i 8Z �@ �& g � $§ a a a� rp� g�3 td d $F �6 p ag$ dFffi � g5 iS � � ac �� §�. �� � 711 �5 Sd rg 9xN o ER0 Imo 05 Im.D )Y voo m I7. BM no0 YB 1m.0 OLD 70.0 519 nD.O 111e nLLp @1 tm.D Izw RO.a s21 t+a.r 1301 1m.D ]H I e txW +m0 sa 11 Ls 1M1 iro.0 @I Ie In IWA no tm.0 @I I700 BM IMD Sw 170A DID I70.0 6N 1]O.o 11. no MI 1".. HA tm0 ITT taiE 1139 tMD Sm Tall HB9 1MA E00 Wd I1]B R0.0 B80 fl54 11Y tm,D sm m,6AT trU.o )O InA `dJ I7O0 9m naD 631 19A I. 1)00 6% 198-0 toll 1N.0 TLJ 1366 no. IRO ]4) 117.4 1W) Ina To 97..9 1W2 v0.0 mB WA 10u 1100 iM li9 t0II tID.D rm wIn 1]0A 111.1 rW )ss vaa 161s ea @5 1aLa IITs em PB Ima 1]OJ sH BH PB2 1@.E aW T]5 mbr me -a Po m 13a9 am I@s ID33 nD mp mas rM aW ]36 Iw.D 39.6 na 65? a.e m.0 wr rb nu 061 Tm BP acre eae Nr Ps 1w.0 e1.e ,aa er4 @A 504 em )]s ua9 W.9 >@ LH wd M.f Tar )x 1w.D 01.8 1@ 674 qM 191.8 1CB.0 6Ee 601 +J0.0 1121 5)0 S3 SOIB B0.] es @/ line �1 Wr ml DID ]Si mr We BSO ] ml M3 W3 5 EW OR, %).1 593 4m 07.7 5B9 mB 0u BJA )IA S31 4m Me no Eb ON Me el.. @S .1 6o.D 03 am mr no WA MI 40a 43.0 F.9 am 60r rie @.r .1 4r4 90.1 33.1 SBS mr 75A z, 61 4N TLN 01e asd YS fia.0 110 MI D 510 @d ND 4M a10 SJd 413 40.8 Sm m.9 w0 a10 tl.9 4@ 'A3 5m Y.1 59B 25d a10 YJ 19B ttln MN ro.4 a0.x I96 1]9 T16 a1.0 wo P1 51.0 5).6 wo Q9 m.T Me 992 eP 193 1A9 IY 435 w.t w.B 993 390 N.4 W.1 N9 4R wd Y.r il0 BW mA ]S.r ISS 4J5 M.0 10.9 SP DO N.r 32.1 160 4a5 N.0 Mt e0B 351 'Nd Me 4W 4r9 Sr.) 31.4 O@ aY Zl.a Y3.9 I53 411 N.0 dx.6 0E9 N1 xl.l R0.1 9[5 4J5 SSA 32Y SSB No 90N 11B 3'd 4J.1 No ]AL III @.1 Rm x9A SA SL WD ]0.1 Y1 xaJ n9 n] el 2s.] 91 30.9 HZr xi] RBe IT4 39! R1.0 '.G2 ILA SLl tea YA 261 @.r S! IDA 99 M.a RT raD z4E 21.5 'Sr xlt 9Y 1al RW RB NO t)A RaI 14] 21) 14F tar Ia9 '/Y4 a. dlR IIx 200 2m 1).B 'YO 1. Im tat w 16O 195 RIM. J17. R1. R17a III 10.8 219 f9,1 IN I6.9 215 108 19a IS' TABLE 3B Anchor Ca ad Table Ih9 fiuMmt6 R.)XG EMe ]6eWM. Hdlmv pAU FDW,,-Do U PTN WW 6'I6•Elca IV9•S9 Eko 9MC Mn 114'69 F1n plo steel 1 WRa#9 11291¢ M[Ow hW L19'Eko lAOawn tH'Ekp VRawn NtlYw 510Eko Vlum[n 1N'EIw Uu3em A... U. M&,eUMr Scree Wll 9nmr F.51 9Enwp5) P me Frye mdKelNk t• aers I SVY r 21rs' 1• a SVY z o96• ow 0.5N• EmENmN11rA hY9' }]/1' idM' 1L4'. T' 1-L9' }V4' -11 41H' t-Il9' 1.1N LAM' S LY6` 159' 'nNd YAm[on®I.rS'M fY ]mW be. 9mW an lc[ b Tm Re Rmlb ]NIW r901M 9r91b W91b Walnv 3b IN 99R Ib 1901u .C/StlNaGnoOanldpff'R ffq$ 9m Po3 imb WA WA WA WA ]mlb WA WA WA WA WA 0.11he 6L'IM 11AIp Irt U.G /SUVNE(>OWellub 6mlb 1]eD Wa 1696 Rn wo OE fimin WA i01M rw lb 9m IN 1aBRlle mEIDe aW IN tIR01b 9An4m®3'mn.00./Qlx/.SAIe4 Gti%IffVO. BY 190b Imes WA WA WA NIA WA WA ]15 Pe 2Amluv®oA3•Min OF.IVAIp.InIc.1RSAAlm.6lp. q: WA WA N:A WA WA WA WA WA Il]ee II00e RR1 Ra mo Be 1AmM/FCRp FIp.51: 1E3ee I.ee Tb ICI 1aDM 0Y4 De 1]9M ]w IN 1)i lb 9rpIM IW Ib PRIM Yiee WA WA In WA 1W ya WA WA WA WA WA N10e 91xM 35o 0a RMn¢+®1.15'bIn O.W FCIIp Fy. eA RwM NOTE: FORTHE OFFSET CLIP, USE THE FIGURE I: FIGURE2: FIGURES ANGLE CLIP MUST BE USEG N PAIRS. FIGURE 4: FIGURE& FIGURES ON © • J ([- ICII{R�CCLLLEDDVV=ES(AARREE U39D iN/HE EWMPLE ONSHeE24 T. TABLE NOTES: V���,{� t) SEE SHEET 1 FOR INSTRUCTIONS'OON U50C THE TABLES AND SEE] 25 FOR INFORMATION ON LOADING SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHOCS. 2) LINEAR IWERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE MULLION HOLES TO BE DRILLED ION HE N CLIFIELD FOLLOWINGOMENSIONALSHOWN ME NOT TO SCALE OEMCTIOR WCT INSSHOWN ON SHEIONS, SEE ETS 212& FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS, 4) SUBSTRATES: CONCRETE SHALL CONFORM TD AG 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (COOL) SHALL CONFORM TO ASTM C-M. WOOO SHALL BE PRESSURETRFATED 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 MINIMUM GRADE M AND.045-THICK (1e GAUGE). GTRUCTURAL STEEL TO BE AT LEAST.125-HICK AND A36. ALL ANCHORS IWO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. #10 &#12 ANCHORS IWO WOOD MAY BE STEEL, IBS S.S. OR 410 S.S. TO THETABLE) OF THESEECTED V ISJOI A MINIMUM ANCHOR MAYBE USED TO QUALIFY PRODUCT REVISED mmPl n whh the Flodda RNm�eetla NO/Fxe. 17.0530.01 Eltpiratlon Date 05/25/2021 By MIamL-0a rodud COn4o1 No. y0705 TAHLe 4A ' Mullion Ca B TotlO ' Qm.?.OWwfh(fb1-dI aPy-magimm IT") er0ponlllp Halpht(brbAmrlelyspmrim BBN MIC mWiors) WM SO 79h a'IN IIDN 110N logo, t: ].fes p[clslpRp TlyYrynA. teyynp ppchryWa IAkmo TmN]INp 9mana ftclmpry ImanB ilaNAlalp. IozaM RkMATav ImM/ TapTlmq ao.MA RwfmWly LoedW DMTam6 laaa, r&N9a+r Wag T+RUIMM ,®&V Rmblg4v Imahp Teyrtivp. Wana f c C,gakr LavanO TraBrd., amne Wvl9np ImMB R¢TAm0. loalii .650AIUM. WBban� £ ? Ay Y £ .£ IM �y V 1 p£ @�� �e , , ki �a ® £ Be H Y� p V gA e Y�. QB n H py V £g gy u� M uN ImB 6ID 1mA Ito 'logo r4 Mc am ]ma Ma Ira, em l000 BM 1m.B aw Imo llw I7MO 41 MC Low IAO 521 Imo N@ null ST IYr IBM Imo B21 we.e Igm nao Sol aeM Im.o ma toga ab na.o W Imo sCl- Im0 PI! lm.B eW 1m.A nr] Imo WI IT60 m5 MO W Imo IIn IMO Iltr lan 17ca ago InS 14n IAA op) IOG2 Nn 1TOo am 50.a3a, Imo rkr Imo gtl Imo am 1mB wl n0a IWa Imo ®1 1m.o nw Im.o 'Z Ig19 +A9 +mB ra Ilea 13w Imo rya m.B 1IW Imo rya 101s I25a +m.B ]Y BIJ tag Img TA SIN +m.p mr nU0 fl2 fmo am toga 60+ no.A wlo Imo ml lska nog ]mo e0 m.B it]o Imo WT w.e Ini Imo C2 fo4s n`A IroD 61 Ma nog 1m.a 89+ ma n]O n0a Sal ogN 1>0.o ea! Hogg m1 HID Fa I-Oi ml InD as I- rah IW.B WB 1sa ry er.a Ws +aB Y[a ars SO Hao rm Td] 91a nu r1s RA Bw 11" rw !Ia 915 114..1 115 Qn Ma ao 19+a no BID Go 1no aW +m.5 am I= am ol.e aM 1122 am NA Sa 1.0 o9] r4e WO wa eX av am BIA Ge Sag Mo MI aB Ir.+ em w.f 91B [bN tal rM 110o Mo fle.o -Ts-7 115.e MB N.] rsr IM., IN M.0 rsr Sol 014 7U mr 0.1 Iloe ae,o rsr N] BM 65.0 )A No SM 173 rar r0] aol aL) 757 Too SF j Rln IW.r OY 10B.B S93 fA0 SY Bre NB ml BY M.1 Ma M.0 ® R.2 91 rB.9 6Y M.9 SN So,B Na M.9 SM aR.l gY Sl3 BM ]4] am M.] 19r U. Ma NS Wi ]5N 045 1 44Ito ttt r A.1 B !L 1 a0A M 511 .1 a N.0 SNO0' 451 me arl 4.8 IR 27.0 aN NA 116 S min M.o S. M.1 ar1 W.r W r0.a aN M.1 612 6r.1 15a M.o N2 55.r HB aM Na 91A Mi W.0 N2 Q. 13I i].a N2 H2O lID 26B SU 0I6 C25 a0 W 40.1 ara MN 621 WI M] Cal 114 WI CSC ]59 M3 Wl 9BA 31B YB aN ]5A N] a0 COr 4.1 ID] IDA IN no ]3C 21.r 41 'd.1 Y/ 18A CM 21.1 W 16.9 Ito M.0 ]IA mD a2A SN H.I 359 sr3 i11 M.l Ma 3rA ]Oo atl.9 H ae BN 21a ]N a1 m0 21.5 Sa Ma as ITS US YI.9 2tl 1a3 oN INS, !41 M ' 1 N 4 12 22MT 1165A1 3'm41r 1le4A0 32taO 141 ral w! Yn 111Nagar Mi LA al 0IDr2AMS1r]0] IND ffi SI] US 14] iA ISa AS 13r 2M 162 A3 TABLE4U Anchor cl TeDle d6rPdz 2n MCme 1NCTA. IbLLCC VIV.b uM +/S 59FM 9SEIce WSa Et 1N'S9 Eta /f08[ttl M25hq /1]a[a0 AlwinTM NIP EIcpllM1xen IN'EYaUMemawm ]I1B'ElwlhFcm 1/P Eke Wh9lm Agge. IMvm AWeaekr Como MS saw am) --PC) AncherCOp Palmmv EkP Wlmu141L 1' S12 1' LVI ]NP 1' TIM' 1' ?I/1' -T iVC S G4' OST aA1' E.ow. Monr }N' 1S1 1-LP 1JM T 1if4' 1-1N' Y1N' 1-IH' IlN` 1-IH' T 134 lila' VMF ]AnOMA ®A)6'Mg12G/8M krPoeN QIp IFb.1Y ] Wpb dml6a MILS 1"4" 270 em 2NIM IN Pc i4p atl dd aH IN pa0e N11W 03 Re MCLs d PMIm®1.1S MInOFIStlnivkWOe[all etlplFb.9: MCC 7Co4 NIA NfA WA N/A SWIM WA WA WA N/A WA oMIM MS 11M Pa I Axton lj)-an O.Glpl'A]Mpp GIp lIFl1.9F ]M 6e ]Wb BDCPr IMS. 1B991b NO Wk WONa WA I.-I.-BIDIm 1Mbb 60 Ibe I1M 01 ]Mbkm®0.1]'bn.0.41U{Ip 11No,1]SAnn.IF4.IF WA WA I WA I WA WA NIA I WA IWA WA WA WA WA WA )1!p 1 NwIsrIFLCp IFb�S1: 1Mo,r aWW WA 4MW W� ]m 159 ISiIM 9SIOr dDb trC lar .'aa 21M3e 2A1Wm81.IS WnOGFd l9k. 1MNF ____ _ _Il kCto O01MME NOSE FUfi IHC UYfOCI w✓, Yee 0011.- FROM THE PRODUCT Florltla CIT9 REVISED as co p ICBCe 19h the Now -NB. 17-0630.01 FIGURE I: FIGURE2 TABLE NOTES: r-- � � � ANGLE CLIP MUST BE USED IN PAIRS - FIGURES: FIGURE 6: II II � USEESHEET I FORINSTRUCTIONSON USINGTHETABLES AND SHEET 25 FOR BJFORNATION ON LOAD0IG. SEE SHEETS 24 FOR GENERAL INSI ION METHODS. 2) LWEAR INTERPOLATION BEf WEEN MULL LENGTHSAIm/OR OPENING WIDTHS MALLOWABLE BROWN OW NOT DNENSALE FOR IONS SHOWN ON SHEEEB 21-23. 3) M WJON AFID DRILLED I N HE FIELD HOLES TO H WSUGGESTD FIEI.DFISSATE HOLELOCATION LRESTPICTIONS SHOWN ON SHEETS 21-Z1. FIGURES SHOW SUGGESTED, APPRO%IM4TE HOLE IOfAT10N5. 4)SILBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT-FlLLED CONCRETE BLOCK UN IT(CMU) SHALL CONFORM TO ASTM CAD. WOOD SHALL BE PRESSU&TREATED YELLOW SOUTHERN PINE WITH AN SO OF 0.65. ALUMINUM SHALL BE 6063 T5 AND BE A MINIMUM CF.125' THICK STEELSTUDS TO BEAMINIMUM GRADE33 AND.4 THICK(1BGAUGE) STRUCTURALSTEELTOBEAT LEASTAW THICKAND A36. ALLANCHORS INTO METAL SHALL EXTEND ATLEAST3 SCREW THREADS BEYOND THE MATERIAL 0105p12 ANCHORS INTO WOOD MAY BE STEEI,1&B S.S OR 4105.5. T 2]50" p. ai 1'%2r5X.41P M1NLLDN FIGURES: AaoN....._N .k: N0. 58703 Al -O •, SATSO S6ORIDP,. AAA)iS'ONAL AL1E A LYffTS MILD FIGURES: - FL P.E.06E TABLE 5A NWlion Oe a Tabie bNRe In A3.125" SOD"ANm Tub. AWB OImnNBVStlN IfATvelSbBs'6pWt5rD ml5iare) or OpenNe HeIpMIkIlnlimrlDpgpmnrOmJTDre) TmlJM1leo IpRW law Prcimogn, uQang WF n Wen 3 Q,Q. a_ Rea Mein, f ®F wee Tan LwL10 d g. Re%mWlr Iwine ryln TooPMnp. WSPo Iennew Ln9bl0 Win o Tlspf6mg bdn0 NsoWilr Lv4A0 BON Trq.'Tlmi. rB Pael%'P6v IpON ]Lop4W NON roOFr h1 Mi Q. Rx19n�v 1601n 1 �P uF Nln W.WSIn "in BOA. e, 61h D ON cj RF mF RF WF Wle 1WF IIIN tIDN 1W.d 1)ae 1m.0 fm➢ 1m.0 1m.0 IWl 11&6 fOB2 f01.0 85& dl3 ]B.1 ]5.1 ir.l om ]W }O rT WS WO BS! m] m 6m 6N ISE 35! Sm 2W 1roa t10A 1r0.0 1110 R0.0 1]0.0 1r0.0 t]t0 t1d.1 I04 W.B 95] 30.9 39.8 ]53 4% SN W3 B@ ]Dt TIS )W 09r BrA Sd 45 ew R2 We 'm3 tm.o RBo 1mA Im.O I 159A IeBA ID]A 01.0 11 me e2 51.i 292 'al ru BW W6 B51 Im3 I.B '03 W3 m m4 314 92 95] SV 2W 1rao t]a0 1ra0 1710 1N.0 1]0.0 15f.3 1148 ;-- 1 W.d 6L9 4].0 Er 30.I LV We 6d WI WI mr 6m WI m2 813 551 4b ]95 911 3% A vao Po0 1m0 +m.0 1515 13rA IIAI %.L I40 ]22 4rA W.] 212 N.D. APB eW e0 1D18 1118 Ill 1%1 00 MO I21 m SH 19 R] 3Rd BW no.D Oo.O 1]n0 1]D.0 17aD 15&5 1%T O W.1 mA 60A dO.B S6I A.1 ]09I W6 mo W1 r34 WO m0 ]Be are 605 5m Me W9 31R XA i3e Im.o t]0.0 IrOA 1I0A 130] 1188 1d3 e0.5 W.9 0.1 H.1 33A 23.8 an 1173 6W tt]] 1195 11)5 10 1d0 B'.d Bb m W SN d4 ]W Ad 1 ]60 +mA tr0.0 Im.D f]n0 1dEo 1ltA 121.1 A13 ]es 70A IAB 0.d B53 ]].1 lu sla dA1 R3 BW M Bm ]r5 B90 W9 W 1Tr Me W0 B@ 25] nnD t)n0 17Bt Im,1 1A.3 IW.S 0A rl.l W.] MA %6 9a1 A I. 10.1 nm I2M 1345 11% HM 1d9 B0 W9 m Wd Stl 5+2 99l ]0 1 20 tma tNA IMA 1m.0 1W.3 1320 1128 []3 70.1 dA 405 328 Y] !: 18.9 ss 817 A7 WI Bf] dW m5 d8 d30 Me M Sre ]d W6 Rl9 Im.e tW.O 1I40 1I93 111.D %e B9A 613 SAO 60.5 32.8 3r.1 19.0 fiA 19.8 uW 14P Nd td% 1f59 tde Bi5 BW RI we St4 162 b] 33E 1BA tm,D F2➢ 'Me 1m.0 1f0.i R5.3 te9.1 %9 0S4 5" ]J] 80.1 ]O6 IB.O II.A m Me, ]m dW 010 820 ]5) 5¢ 3I3 SN 411 2R ]09 gel RIO 170.0 Is]A 1413 IYl Vl.e r88 BB6 59.9 N.0 621 21A = lae IAA 11.6 uW t5i) N94 II% NW 1W B55 Ma m BW 61A dW 3A ]N 389 Woo 1>0.0 17n0 1m.0 1M.5 11°.9 WA Tl.R WA d.1 98.0 0.6 let 18.4 IPd WI 660 ]m ml BW WO ]d0 m: WB d1 412 Me 2W r18 210 WnD tE.f 121! 1dA Me m3 WA 4U W.D W.t 2A9 IBA I" 123 BB 1TL' 16J/ 'wa 1W1 "I 1d8 A0 nm RI m 6b 92 ]5] ]lB SA vD.D 90.8 1Me Im.o Has AB.i W.a 0.0 51.3 WA Y3 169 tl.8 IfA m m0 rW Wt -- 89 BIB 7d8 'm 5" 5E !m 358 W] 113 2Y 1s1.4 4163 I[0.3 B]A BeA 53B 521 10.1 34.1 314 Wd iBA 'IQ 11.0 &1 +ed t6R N85 1N1 115e Im B.W am RI m S11 l4 3" 3V 260 nae tla0 Im.0 1>0.0 1N.5 1me W.i W.i 0.1 ele A.0 YB I50 ISa 101 WI m0 TA me, W] 81e i18 Wr Be 53l iW 993 2m 2fie ]]2 TABLE 5B pn1Ca SlbtlnC 2AmaanO $5k2 -EC41[. e{ Te e a N.--. F9a5CM11 P]WW1 Nft/ pA[nn TypE 9114EIb MBm Vt6[SU.. ylg on V@i[en &IBEllele.M v1-..Uaw.w A,na Ew, A9pWtlel Yp Ba tl.bn W'$$Ehe AlIdidv 8m lm 5[6Y (fb)$4e[5G5)9[Mu Me91al I'.PQ 3)» AnchcoChp Pal:. L1? r 2.ar %12 r ?vz I• }vr r SIR^ z odC a6d' o]xt EIIBe IR9arte a% F01IeAnaAan 1• wA' 1a1 law- tale r t-vt 1-vr I.ur avt 1.11 uw• r Ia.R- 15% wBW hs ]Wm 4S20f eWl% 16K0e grab 2m Na 1NVd ]d0A 'R4 Bn Wo6 9f11Ee .B)b BAMIvn QA]Y MIn 4C./6ta[GaN VOIBN OWl 9W NM 36t1[e WA WA NM WA WA W" Wilds aIne Bmlm 112eb IArcMe®1.15'Mh OC19taW6pDlfl)CII 9 .IW n° ](n Fa N/A WA NIA melW ]®as Amu 1BMb Mab 6W Im I'Sm 4A[elnn @rM51.00./(1155AmkGPfr Wa 9Y IW pa TWb �a3 13W I0 16W Im NBRa SW Ii NIA NU WA WA f09u ]Artlnn®4p'NIn.QGlULR0. A'In 129 ALm 1FDQ NIA NN NIA NN WA WA NIq IVA NIA WA i311M L�Id tArtM/FCtlp D3D S)' iW D9 1Wb TdW 4151b B9u Abu 1Nu ITIW 9)Dld 1H1 A9 Y4u Ii]u 'Moo Im 2tl os SWIm NIA WA NN WA iWm WA WA NIA Wp NN NfICs N2b SW 2ArcMn D1.tY Wa4Cl FEAptl1a NOTE:FORTHEOFFSETCLIP,USETHEBAMENIUHORP I FIGURE I: FIGURE2. FIGURE 3: ANGLE CLIP MUST BE USED IN PAIRS. FIGURE4: FIGURES. FIGURESNee =ANCHORCAP._ TABLE MOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THETABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2 4 FOR GENERAL WSTALLATK]N METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE 3.125" 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE, FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLFD IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON 9F�ET32123 IL FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4)SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUi•FIILm 'Me. CONCRETE BLOCK UNIT(CMU) SHALL CONFORM TO ASTM CBe. WOOD SI BE PRESSURE-TRENTE0 YELLOWSOUTHERN PINEWITH AN SG OF 0.55, ALUMINUM SHALL BE 8064T5 AND BEAMINIMUM OF.125' TXa125'XS•MULUON THICK. STEELSTUDS TO BEA MINIMUM GRADE 33PND.045'THICK(18 GAUGE), STRUOTUAL RSTEELTO BEAT ITbFMULLION) LEAST.125' THICK AND A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3SCREW THREADS BEYOND THEMATERIAL.#10& 612ANCHORS INTO WOODMAY BESTEEL, 181 011 PRODUCT REVISED plyylnyy iN the Florltla B RDA-N0. 17-0630.01 P.aphaJ➢n Date 0512612021 *: NA. 58705 �.6 AO �t �''.. FL III Cap oltyT•ble Oba/Ita) ODeoin81A6tlM (IDrvaNrAMAp0RY1g nutlpte) of Openln9 Halpbl (br MAmlDNhlpemYr0aotion) SOn 60N Tom sot Sol. 1WM 1IDN 1NIn 1Wa 1A4z.124 Pe3mylm Inm4nB TILT r. 1^e0nB Poodaply L""' TWR'nlq. LminB Rx1mBa0f 6^eanB TepRnmp.. IBral9 rhemry�Nr 1®dnB tnpMan0. L®?ne DBBIm7 Warq T 011h W. Inn6ry Itelnpla Lm®ne Re9?INB [xeo, 6mla'YB® L w TIyAMeng. Ias9N Pa[b`pB+r 1m61v Trep/AbnB. IaNv flo oatar L.d TgYJnbp. Wary MDDon � 11 1 , N � d al � � �' 8� g_ 61 a nao 6A IMAJ N! 170.0 ]N IWO 4" 170.0 060 170.0 6W In, W1 V10 all 17P0 1t10 Ing aN no, INO RAO 031 90,0 IIu 1TA0 Al 1198 lot IRS 531 In. 1411 9G0 on 10N It ..0 JW 1no R4 IA0 lat 900 5M bDA an 1}OA 630 170,0 1133 1TP0 Sal 1. San 1R0 6'R 1%3 1303 1fi0 ON INA N00 N0.0 M 111A Ib3 1i0.0 6n NA 1303 170.0 M TO.EAN 1J0.0 iR 1N.0 393 NOL 099 1JOd 6]I R0.0 tgN 1TA0 604 1i0.0 1185 1]0.0 J9 156.1 1135 1]O.D 34T 14A1 123] IMO >Y 117.1 12b I70.0 YA 1WA R09 174O 30 BTL 1Z16 IHIO JSG Mm 1N.D JB/ lled W2 1AS IN 1J60 PoI 1IP0 1116 Vol) TR INA 11W 1R0 Atl 1373 110 1i&0 W 12M 110 1N.0 BSB t01A Nb t]PO W1 a 1110 1TA0 061 R.3 1100 1}0.0 WI Mln '. am ti0.0 SDI 1.7 1W3 "S. Y9r 1A2A 1-1 MI DN fE,t 1W l4&'I m! 1113 3W3 trP! ql iW8 Ida fA3 }01 811 f0U 1351 on TIA I06 IE.1 TR a" full III R3 B31n INS AN 1Nd 749 Iola M3 goa all 1Nb B41 1NA no 113.4 W'a It.0 JBT 1010 Bl t31A M WP W4 ILLS IN JSB aW U-4 i4! d.0 -1 1d.0 TN 'S.T fi93 laa JN Win 151A B4i In.0 709 137A M 10A 1. M.1 dT 130A Too 10.4 an ll],T J6l 019 BB} 1.7 NB 62.1 BST 1023 TLI Mal BIT 0.1 713 00.1 '61T INA Nl 51.T W HS TI1 RM 1. NB 112T In 1131 da We T6 WA 04B ID50 AB d.0 So 8&1 596 Md d9 PA.} d! e/.B da B1.1 BJS C6,B d9' ".a f39 0.5 d9 no W3 435 d9 RA Wt y J6M 1151 }03 1293 W5 93.3 M 1020 SW ME T62 WA WO M2 M BP9 639 61.2 TBl 742 6A SIX M 602 613 101 JR R.0 603 41.3 M2 6AB 39i -1 TR WA 9W 9 S TBb 100.8 }N 111A 6H W.0 IN BIS 63I ]B.0 iN ®.B W9 �.8 RI TIA W9 69.1 R1 61.1 591 9A 1N 631 SW N.5 IN 6TJ bT3 N3 RI 61.> 6W ]&4 Y31 51.9 � PoN ®B H] 11.0 {W 68.0 53 60.i N4 4a.T W R.a 466 a.0 Kl I1.1 458 ]B.6 so 42A 46l N,B W ata {40 3P0 6W :I Iffi M0 51] -1 1N 21,7 so 30.T 0S Nin NA 4R Sal 4R no 470 4&T 4t0 40a 4" 433 U2 b.0 4M d.5 408 ]10 170 Nd 4W 20.7 Od no 3W no 4M lo, pB no 3W 1l9 Ole d.3 ]M IWIn ID) 3R 41.1 all all SR U.6 3Y 3&0 3R tad 33t1 Y.2 3T M.0 ME .4 3" Na ]ll N.1 3R no 31] 1&1 3R 19.0 310 HA an tT.1 &H It1N A.1 361 A.1 E3 9B.B 35I NA ]Ifi 36.6 >Si W.0 MB A3 39 31A 209 MO NT Ed Y6 10.5 35T P.1 301 }GI 35T 1TI 294 1So W.3 3W T]d 3R N.! ]W '61 311 Ne ]d 217 no 1&3 3W 102 v6] 1&3 eta tiA :m lum 1T.0 aR ITS 190 Anchoru ael TaNle 1u suMlRn 1n Cbrum &sL (LM Nu3w WuI FI9M IYM I ff I M1bnl Anchd CAp P0lflrne AMbly9x N1C Ebe Naxen 1N'E1mU@Mm p+e•Eke UIDSOn Lt6'•Ekol2bcm 1N'ENe UNurn was EMe AWr NoS._ UAoB +N^BO EAe Api2CWIX amemel 6om(G63800410.`) 012e'eel At36mtl 9atal, E4ix Wln¢e mt 1' aIR }ufi^ 11 2nm t• r 2' D54• 0.2d• EmdOnn51F 1+W' 1� I-W4 4Y1' l Y 1-I/4 Lfld• 4' I-Ild' I-1!d' Ale 2' .rte" 1.LY 1S0' mMa 2MCM9A1.iSNb 0.C./61mEaNa O®NGIp IF1p IE2k ]9a1M R ]&)Ib 'go. go OW IH 16NIan PO HW XDIh f lba Ji{Ib Hllaf pNr N1 Be 4 AMMn®226MA. O.C. IStlikmn (OrO Cfip plp. 3k JrL rM 1WW 51 14101W BWM WA rN11Mas WA W21W NIq fiRDI9 605"agW BB51W 11N 6s 'I" eAmhm591.ISMh 0,C,16p,Wm0 (a10450p CYp Vy.{k III tIW IW WA WA NN WA iW 1NA WA RA WA 1290N 1TAIW II10 Ms 4AMWA®a'MIM1 at, pI NSMNm rz'p 0 n.5k hoot ho So. ne. 18°0. W d01W wt.®f M.-AA 1d81W IIIW NG]lbe 602 Na 803. Mom BAMMn®]'MIrt C.C./RI2e5MpI0TWI(FU. 6Y IIWIW 1ROIW 111WW 24101DA 2PI 6f01W Holm1W 11221b IN01a Wl9W 1dS 0s WIN lea aB 4.1waaOAS'IAn.0.C/UCp,NW,+]0•Aam,. (Fy. lk WA WA WA WA WA WA WA A WA WA WA WA NIA 100. 2AnVaa D2E'MF. O.CIFga1Fm0k 2WIW Stab NSW lnlbs 4NIa WA Staleme NIA Was WA dl 0a NSW YO®9 {AnMabQ 1.1S Mh.O.CI FL1 FR.2 1. .as WA IIA WA WA YCIbA WA WA WA 6l: Ds fiBSW 1V016! I dm E: r WH me orrau wr, we �nc ow.,�..�...n..rt �.., .=a...•.... TOM THE ADDITIONAL ANO 011 OPTIONS FROM THE ANCHOR CAPACITY TABLE TABLE NOTES: FIGUREI: FIGURE2: FIGURES: FIGUR54: •FIGURE B: FIGURES: 1) SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET' 25 FOR INFORMATION ON LOADING.SEE • • SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. � • • ING WIDTHS 13 OWASLE ATION BETWEEN MULL 5 • • • • It • 3)MULL�ION ANDM MULLION OLTrnSH0WN ROOTTTIO SCALE FORREEXACT DWENSI0 SEE SHEETS 21-23. HOLES TO BEDRIL ED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEET$ 21.23 FIGURESSHOW FIGURES: FIGURES: FIGURE I: SUGGESTED APPROXIMATE HOLE LOCATIONS. . • • • • • • IFW 4) SUBSTRATES: CKONS LELO SCN RU- CUI LI STNDBEAMLBU GMRAOF 031 Al-UM5 WITHA • SNU6 6PINA TM1SHA8WU E1 TEFL TOBEAT TEAST TEH IGK ANGLE CLIP (FIGURES 530) MUST BE USED IN PAIRS. MD ASS. ALL ANCHORS INFO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 010 & • 02 ANCHORS INTO WOOD MAY BE STEEL, IBB S.S. 0R 410 S.S. -y 1.000. r - T 1^XCX.12S MDLLION PRODUCT REVISED Bo➢EinglyenB wl0 the Florlaa NOA-mo, EE 17-0630.01 Expira6en Date O512612021 * � No. 58706 A FL P.E.# I ABLt 7H MYI104Ce 6tlYTabM b9M°T Openllp WWN INOSe1tlMIlYBpe1N161BIIDonbl 60N 601n Nln AOM OrOpenln9 Nel#Nt(Tw IImIN.aOyape0A11gf1MR0m) BOF IMM IIDN 1MN 160E 1165.11& p^:lailptld Rglf6an0. TMPTMN. Le+0.^BLwQnOLUII, ReclaWr TnpRnn4. IONONNV Tnplfllml0. 1<t�0 R[[ImWfil -ON, TVRTidp. Lae81m R. ou.1TmylNnp UIN" t III Lwlle Inds Mshad UNIAo fiaplTMm, UMOO. ft[CmPAd Leebn9 T[pTQmB LOW, 9j{9R{y�j$9 O$ U`$� B635141s L �{JI y3qaPALx` 1 a 1 $ 1 H11�1 .1A 9MUM4�4 MI"INL OS14. IN.O An 1TOO No 1710 F8 +m.B 02 Imo m0 Im0 Ilia IroA Mi ING m3 INA 621 1m0 IM 17MO HI 1"0 I= 170D bL INA 103 170.0leb Imo TW 1NY amar m N3O IMA Sw ITOO W} INA dao IN.o NP Iro.o W1 Iro.O IYf6 Ilo.0 -7 1ro.0 Nn BO.0 ON lNUo Imo 17MO No INO IOU 1704 NO 1514 =1 INOsoeaF rtao x) iNL H] n96 1]n.O fit- W1INO IDIBn00 6U IN.o u95 Iro.o TD IN.O I: ir0.0 rn IN.O IIW tNi ]9B 1]ao IID] 90.0T58 tMA IMA 1NA ]68 1]&B IVIv tN1]Bo N1 INA 012 yO POA 0% 11a0 flte fN.O In 1N.O 1275 tToo M] tm0 1191 iN.o B37 IN.O ISW Ii0.0 BN IS&B OOO IN.o 6a 1A.1 1. '"A Ut 1N.0 I. 1N.0Mln InU 804 IT0.0 NI I] 1N.0 )8] 1)0.0 1}IO IN.O Bi IT0.0 111] Ro W 1N.0 1m1 tN0 no 153.3 I.B INA 10A 12A6 W. 17" 10W 111.0 1%0 1N.0 1. U3 fIII T'. ISM U.IIOA 11] Ill. I10.0 B)A 110 1M 110.0 BN iN.o 1108 iN.O 1%9 IU.1 iH2 Im.O 1%6 H1A 1W Im0 1'. 11L0 I- 1809 11. IM.l IW fe)B t107 U,1 INE 18]A 116T0102-1169 1]OA 009 D0.0 13& 1]0.0 f0[Q 160b 11R 1m0 10U 111.0 11r} I-0 110 1205 1a11 I51.A 1130 W.I 11R 11Z0 1169 11,002f100M]1Q31160IN.O BIB I>N 1r0A 10W N6.B I]}0 7.B 1101 1228 . 100 1No 111.4 1]}B ISI.B 1� 105.8 1>A 1}d.B 101E BSY I7m 11 ].0 ION x9.1 140 112A I%9W. 1]i1 11. 1012 TOO INA ry21 N0.0 0T H101 15A1 TOTAL 12AA 11H1900 OM 112] 1o$ 1NANb99.7 1181 115.3 M1 me Ila 103 oII 748 11N W8 US "I 11& W.1 O'O M.1 llu 923 BD INO Ri 1Ra IO,B B63 IIB.B If}1 1NA M] 10]d 1121 118.0 p1 e2] tII1 IU.B B1B 0A IIM %5 SM M2 31L rd.0 AM 59.] iR4 U] BBI 61.8 11]a 632 BN 90In 1U.1 HI 111} RO U.1 6N W.l lb ]]2 A41 B21 tt1 B7b BH TJ] 112 m.l AN 665 lM `J.0 AN 61A 6U 16A W 91.2 B78 ]99 NI MO IfU 1].0 6N 1I] 88} O6In M.t ]12 01.3 8U W2 7Q Tl3 M 638 TI2 673 811 SSA TIZ N.B UI 1A6 iR 81.1 BE NB iR 19.8 811 ]).1 TI2 U.e 8U N.B ]11 39.0 680 11.A 7Q SI,1 6M 108E LYA 6A8 039 6N 521 No 83B 6TI "7 SM I6.0 81] M.1 YB H.{ 503 MB 6BB 3i.4 1Bd ]L] 8U M3 NI 141 A.b Iet ]2] MB 268 1R 186 636 M.1 IN tI1M 0A 999 698 901 14O 5A9 145 1U 112 665 12O 1U U.0 W9 M.O 1]0 U.0 M9 312 a73 2SB NO 31,] 4BT 24A 6N V.1 15] }O6 39 Z4] IM 16.0 SU 27.1 N2 1NM 1A.A 1r9 10A N ]SO 1i4 ]&o IN ]16 1m 91T IN }e.b OS D.e aLL ]9.4 QQ 20.B 1M }20 OS 215 41 19.0 QS }1.1 993 NA b5 111 U? 14.3 IN 1I3 SB1 14H ib.1 on al MS M., 3. 121 N1 166 ]]0 16] 2B] 16.5 ]lO N.0 N] TA t/tl Anehm La TdblB b SY YValy' 2.]k,5MM. ].9Y 6ne. . XoticW WU FItlW QAU PT Wmp NeYI "'no. 1IP S6 U. SM'EM. 111'69EIco 9163�A01 Ni51M 01291M Pblkmd ArcM7TM 3NC FJ[nNOmen IM EIm U4e:m Nbam YtS %aUlvaun 11<'EIcOlAbacm POp2Galo[ UMir AM.2- 6[MIO.7 9clex (l?N 6[rtm K-01 AIIChOICIIP Eew ww[c Bnk I' slrr 1• x4)t slld' I• Mrs 1• a12 2' ]11B' x• oV- O.9Y T Emtd��mt Bnk 1-Y1" 134' IYI' I.La' S 1NP 1-t11• 1-Ill• t-If1- 1-1IY I-1M x" I.IT 1.M, eMv x Amlvs®<.iS NF. p.0 I91tlM&l o�OWNEIp(FlB 1Mk ]Ml6a ]Wbv 3B IB0 6W IfiC 1G4Nc xA l6c 2WW ]61mc L22 3NIN Nl ns MBl6a Mlb M2M SMW IAIpAm ®x2S Mh 0.0 I5hnNE(erOb[II NpIFY.97 ROM, No. no 11NIb BSxb WA MOM, WA 000B WA UB Bs WA 6UIn[ 8591M It]OW BAmllm®LIY MR E.G I6dn6A (oIODeVnOplry.Ik 8=OIB[ 11NIea WA WA WA WA ]MNv WA WA N'A WA WA 1]0.9b ITNIb 1NOb IArclu[®6-Nrt O.e./MxvQMde k2031(Fp.Q ]MWv im Pe to I. 'cool. 1BBBbv 61ob 9Ub WA3- NOTEFOR THE OFFSET CLIP, USE THE SAML ANURUM VA I It" MD MCHOR YI UES A.'rE3'..�•.............. TABLE NOTES: 1) SEE SHEET I FOR INSTRUCTIONS ON USNG THE TABLES AND SHEET FIGURE I: FIGURE2: FIGURES: FIGURE@ FIGURES: FIGURES: O25 FOR INFORMATION N LOADING. SEE SHEETS 2d FOR GENERALNUTI STALON METHODS. EN MUOU, LENGTHS IXOR OPENING 15 • • • • • • • • • • 3) MULULLUON AND MUULOLES IO CLIPS SHOYLLED IN THE NOTFEUFOLLOWING EtI3 DIIIMMSAL STRIGTIEE ONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. FIGURE& FIGURE& FIGURET: FIF -I • • • • ANGIE CLIP (FIGURES 5&6) MUST BE USED IN PAIRS USE THIS FORMULA TO OBTAIN THE"ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REOUI REMEBIT MR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. R WNLYIELD A MINIMUM ANCHOR CAPACIN WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHORCAPACRYTABIE. b) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 3W SPECIFICATIONS. HOLLOW AND GROUT-FlLLED CONCRETE BLOCK UNIT (OMU) SHALL CONFORM TO ASTM C-M. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF O.M. ALUMINUM SHALL BE 5(153T5ANDSEAMI.NIMUM OF,12STHICKSTEEL STUDSTO SEA MINIMUM GRAIDSWAND.01S THICK (1S GAUGE). STRUCTURALSTEEL 3& TO BE AT LEAST.125• THICKANDAALLANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.#10 &#12 ANCHORS INTO WOOD MAY BE STEEL, I" &S. OR 410 S.S. PRODUCT REVISED I. rompiltle ingg wim Mile Fida Bu1181nB O NDA-No. 17.0630.D1 E pfmtion Bab 05/2612021 NO.587D5 AM FL HtlLt H MON.n Capnity Table IbeMl Opm[Ag WIEtb LT.tYDNmRps WWM Wb mM r00, mM mugmD) MOpeOing HeIIM We (/o6F.dmNepppeMnglNil9aM) +BBF 1mm 140M 16BN i2r. Rec@npAu 1uhnw. riepTlay, Iva@n0 neolmpbl. Inamnp TIeGRtlmp. bemrq PeelmPtler Lm01ry rnyMaq. LmOm 2emmpme Lwmn9 ThOTLnB bJnO MODDARD. Lmi10 TI°PTIIVV. bemnp Xe15e^Peu LaeM9 rraP•Inenp Lwflnp Pe:leWAe LmOry RgTAmp. Lm®Ig FemmpNr leemn0 TeB/]nenB. LeaMa P+dmwm InaAnp TmBTlna Isimry 1168" 3 .Efi6"ANm nmMN1TO 5ggag$ 4@ e�' ES g §@ s� sag y4 8 gg E@ gb �3 kd g $ 5@ a� $� f§ 41 @ .1. a� pp da" �' 6@ 12 ae� g11 d 65y 2Z@ gb 11 sg �@ 1� H a 65g §Sc �i $g 1, gay 12 $fig' g� 91 yak 2� 3 a d8 v � se t5p� @ ag$g 3� s s�gg [` a a= uN tra0 em 90.0 489 Imo ]N troL ITe 1]OA BB9 n0.0 Sag IT&O OR 111 51B ROD HIS 1Re ml Ir0.0 'No v0.0 R1 t]a0 R98 1]0.0 6N 1R0 +lY Im.O "I INS I)W 1Ro WI Np 170.0 ]m Ir0.0 SN 1.4 US IRO 6% 1mA 89E 1m.0 4'b RDA 19m 1. Wt Im'. IRIS 1SO4 eir ODO 111] IJ0.0 ®0 131d IN9 1]0.0 4W 112r 15M IIOD m0 I19.1 ISM 1]0.0 so matin DO. 747 1J0.0 fba 1JOA 6p6 1Ja0 6l1 1)GO 1Ma 1TeY 08{ 1rn0 11M Ira. I9 1Ra I.s I= r1i 1m.. 1168 1. To IMR 1NL DOR T53 11p3 NW Im.O i56 1WA 14N IRO i58 ]IF 1T.A 701 I10.0 51] I10L p50 IR. 681 150.0 1N6 1I0.0 J54 1ra0 1ZR tT¢O m] 1UI 1WO 1R. mJ 1M.0 13. 1. BY 1TL] IS. 1R0 ml 1m.. I. Imo mt 01.7 1. tm.. .1 WN ROD BW 1r0.0 N1 I1Q0 tt63 1>0.0 S01 1519 I190 1RI] art Im. llm INA NO 10.0 11m 111 010 111] list IWB 913 92J Itm 1N. Xb M4 ROD 1. PoS e9.5 11m 1N.0 pro "In 1R0 NO 1J00 ]45 18¢1 1051 1R0 Om 1R] 1W1 1540 0R 1LLI INI 1d80 NS 1W.r 1. ML] mr OR, t.1 M5.7 m0 m.l D. 1Is. m me ION IR1 N1 60.0 IC51 WSJ BN mN 10}.1 SW In.. 780 I19J 957 191.8 SM 110A 0]1 ISLO rN 1W.4 07 OU TO 928 ON 11NA TV smil Our INB 1W W.6 BR IWO 750 69.7 NT US JN W3 OR ISO ]Id 731, 1<B.> OM 1a92 695 t91A 001 1,. 60t I,.. m1 1m.a 9r1 NA eG WA NB 11. ]O4 14.1 YA B0 IDA OR m.0 94 Y[.a ma MA NI m.p ORS OR BW 60.. 620 ]eN 1W.1 TII 111.4 NO TITm8}1 via 1 TtN 9SA Om ... m m] WB W.0 Jm m] NB OLD m 0. Bm 0.0 TYt 50.S 6TO N.I I39 au 6N Xt rii W2 6N ' M12 W9 tOS.B ON &.1 NB 8&0 SW R82 9 693 e.9 J T} m] 0m . we m2 m6 US Sm ROD 6W UU 6N AIR N5 N ? W 96] US 61.4 537 WO to 60.7 9S NN 40.p 515 mA 451 94.8 SM 5/5 N9 421 S15 WI NI 11.3 516 NT 4N NO 516 00 4D AO 61. RA 1II TIA $15 331 SIR ]3.9 31] 30.5 4m ROD 11. 20.+ 4W 0LN N.9 453 MI 91 452 453 17.1 DID 906 453 N-0 991 M. 4W 20A m5 ]OS 153 NA ]S9 3]] 4A ]0.4 eR IIB /4 ffie ]m IB.1 45] N.. am 11.0 19 230 ]8 IO01n Y.1 ]M 39.0 Dig 91A RS Y[0 NO E]2 363 W 111. 23.. So D2 ]0. 1112 358 m.J ]06 1A1 3M 10.0 9N 159 3S9 140 241 11IN 55.1 MR Ma Ne 20] aM D.I ]m mi 333 m.t M} r20 b0 2A2 20 IRS NB m.9 28B II.B N0 10.1 285 1mN Dp i. m? m1 212 DO M8 290 Was DO m.6 ROD 1JA m. 142 ml 15A m0 14{ N9 INb 1S1 ml -77 Im INDLC o0 Pnc]mRl 4lY T0b10 me SYmIRR 2]k Cp[Ka SMCtlC. HmIvn WU 9 U \Y Nntl "S'Bw t/1•ss pte 51e 6[O t/P ss El[o DD -Sees Al 2stR1 W2 s 1C1 PAllams '1^[IO Tyq[ S'I6'FJ[Bunlam Ud'Etounmlm LORD. sYs•Flcowram VC FxouRamri A9 m wrmm AW�eGAm CereW(.('SJ sus L[.•B BtIMGR MNOrCIp F9¢p9hrc00nj t' 1-VY 1" ?1/Y 51/d T 2-UY 5• 2-t12 Y SiT S ON' a6d' OSr EpmmllCi M IS•4• 19d' 1Y4" I3c Y 4Nd• 1-Vf 4Vd' t-Uf 1-i11" 1-t16' Y 499' 139 vxk9 2MROa®IJS61m OG1..Po.Dr.ImB51B1) 'mJOR 3W Ne IW Im mLlm lfiil tlt 2)OO9 9NM MeW ]W lm 9JdW fE19a B40 Pe SO m9 I4i DO 5:0 pe 4ArcNAm1.tYMm OG 191m w12&1)Dwait T3 ARDO 11UIm N/A WA fUA Nlq 9Nm XIA WA XIA WA WA M21m 9MOn 91mK IA![we DTNN.O.L.I Qj 23PRoo,/0i83i Jm 05 Jm90 roe ISN Im t6Bi 09 610M 5W 0e N/A ]mlm ]m Nf �m tBNM M21m em. 119 e0 IArttd9®OISNIrtO C.IUd'p.IrrtO.M•9'Nun ffl94i NN WA NIA WA NIA HN W0. N/A NIA NIA WA WA N/A WA NLm t nxl9F]FGv6ip 6t INM Imm '!?91e. 419 se MR. iDN tm pa iTlm 8101m 1NIm 9%Im U91m tIOW Y11 Y5 1&Im 2Mrme®t16'MIM1 O.C/FCYa OOr Na Ea SZb NIA WA WA WA tNlm NIP NIA XG N/A NM 311 Nf IO2 Ye 6A` dl NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN FIGURE 1: FIGURE3: r6=9 FIGURE 4: FIGURE5: FIGURE2: r� I ANGLE CUP MUST • • BE USED IN PAIRS. FIGURER: TABLE NOTES 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDMR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS. SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING ONENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. d) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI W1 SPECIFICATIONS. HOLLOW AND GROUT-FILLEO CONCRETE BLOCK UNIT (MU) SHALL CONFORM TO ASTM C-60. WOOD SHALL BE PRESSURETREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 0003-TR ANDBEAMINIMUM OF.126" THICK STEEL STUDS TO BEAMNIMUM GRADE33AND .047 THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST.125" THICKANDAM. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYONDTHE MATERIAL #ID 8 912 ANCHORS INTO WOOD MAY RESTEEL, 1"6.8, OR41D S.S. „"-=ANCHOR CPP.® TOOBTAIN THE"ANCHOR IT IS FROM THE PRDDUYCYTggREVISED 8ulcompll& w11N the Florida NOA-N0. 17-D670.01 Fapiraeme Dam 05126/2021 *.. No. SIMS '•. *1 TABLE 9A main. , BB T.W. and DpanhlP WtlM (fBrwMcelN,NrBtln0 mel0oN),rO enlnO HeiShIBBr M12AxanNN4PemPltl mlllAnl inpTlml0. LwBNO PWINB+m loelNa NOW Tn PTBnO WVBN Pmlcft WAIq Imn PL.IW10. lwfM RMeyIR1 BBN wPTBmB PmlgLly In. TnP'mro0. levfln9 I Wi1a "'Sn' IUIn 11014a BON PNYMWY BON Tgl]Evy Poe1n0oIT 70h ft Tn"- Accco,B1 60m TIN¶Yq IIM,320 a.100 rydTpW bra TeUltivnB lovml0 lwmq 1eNM bedFO Ivv6ne lwan0 Im6m lndlp bven0 bbFB A Au�na ga E} $$ {5 y$ @a 2F ¢5 qp a y5 g5 }q 4$ ® qe a 81, yg ®F {5 qe gp c5 qp i�38 g5 ¢p 3 r�S yy yp $$ ey 3� p9, i� qy i� yy yp ®p gN qp yp ®5 s5 qy 5p yy 6U Al IlrtO ue 110A BM 1]80 BM m W3 1110 BIB t9BB 111B R0.0 RI 1`39 1118 1]YD EH IPL] HR 1N0 NI IMD II1B "co fill BSB IIIB 1)BO YF 1140 BID IRO q) UBB 'at an 1MA WY "I BIB 1]BO ®1 I,A WB INA BR 1113 BTo IAA !N BTd mB 1R40 NO QB B}B IMA Py' R] uv RBO 6W NF IRD 10 1T0.0 fiU 1740 60 '?an 64 NI 1•Al 0n In0 BBI tl4B ON 18" M 11]A Bar 1521 6eB tqb Bi 14d !A B]8 9]] 1640 B96 Iel 9T 1W] [03 BSO R1 19fl] B06 ]4B21F 1140 MS. lAI 1I10 Y] IA.O BBr IIPO 6B1 Iat .0 at an 1119 no INd m0 IBIo BW In. a0 P.7 BB9 on, !]1 77] i8 1340 6f2 MS B69 BiB 1]BO an 0!F 1B! 1nB B13 1343 &B 1A0 BA6 lIB IOifi !9B NA i!B MIA 9e3 U.B HB ro0 fi8r 6BT >b no .1 514 718 AB 09A No ®F 1Nl 119 1Nd BL Ifl1 1<1 1]]d BID 101A lIB 111d we On- 85.3 N9 81A BA BIA 51A ui 1].0 009 GAS B11 W11 6l1 i11 sxB C 69F IPS.) B11 'a' 610 I 1 0, 1131 66B 041 B)1 1W.1 me i1.9 B11 H} 618 BB.T ,� l B 1 16 Al Nl B1I &V IB3 BBF 1010 B9 111.1 SN Nl BI} fl.0 6IB nB 811 tlB m.i B11 ]BA m n.8 B11 i1B IBI 6 A a, a.I NR UD Ra 14B IOO AB 91B 01B IBA 1p3 5¢ }Pry Ov.O BM B).1 Bel 11. 11.2 NO OB.3 OIB 89P of BI.A 01B 58.8 u9 LI 818 UJ No 11.1 610 64} 111 [U P0A 161 ]B.9 NI 2B3 eB[ 58.6 ]BI 320 IBB 3&3 A] AF 10d 189 ni 108 Bfl] 18fi 111 NA B]] ]M 51B m] NB 1U NI %9 WB ']B, 5iP IA1 10.E I06 111 I.A BBA 9M WA N.1 3B] I63 111 UA 41.6 f1. 9fi0 ]62 at 1E] 111 1L1 38.} GO ITS MI AS NB o NI SLI N9 M1 IH ]3> NO AF b!3 N1 BBO HI Ol] 31B 3A )GA >N 3&1 PM 3A3 ]]3 P1.1 3R 11.1 39R U.9 2B0 I0A ]]3 IB.B A3 /1] 9I IS] AO NF tl} ]]] 116 PB5 ]61 9]] 91A 333 ]]3 R] SI 2. W1 R1.] 21a I]-0 al IB.6 U1 1A0 P01 11.1 Ufi 1]d M IB.O H3 WN no 361 SSB UO ee1 3A1 N] H9 P9.0 PBI 3fl1 H3 ,IS G, nl 218 IBA PN "I UA PA 111 nB 30fi MO 2.1 3W 11.] 3n 11] 111 HB IB3 1W illn IDd 78 P11 IBl 19B HB 107 1Y IB] 318 IBB IT IA1 HB N. tB0 1nF I]A IB] 133 7, IAB 18) !SJ IT Anchor COP Ponchos 9Wvhat 2)3caaM0 )AACmc. ^"`_^•_ 'N 99flw 3Y9 E1[o .. 1A. BY161Po N81x1 OI961W MMryq Y16'EUO Ulmeon 11TEko UOum Vyvm YIB'Ekv lAOmm 1MEIro Lnwon ApOnCNa UY[cm ., Arort2,im eueT IG98omx lUi) em,r(fdI 3-IIS i1IB' 1' P-VS 1' M/S Y 111B'- S DAB' 8.91' EmC BYNMI On) 1' .-- _._ 1' .. ._ .. .i- •_ae+ vnr 71M, LIIP 1-1/1' t 1.YB• IST' w PRODUCT REVISED came h[ng MM th, Picnic. Bulidia ..,No. a 117-0630.01 Eapir011an Dain115126MO81 TABLE NOTES: 1,25p 1-1.2fi0"�-I FIGURE I: FIGURE2: 1) SEEON SHEET I FORINSTRUCTIONS24MR GNUSINO THE TABLESP METHODS. FOR 8iiORIMTiCN � � r • • ON LOADING. SEE SHEETS 2A FOR GENERW.INSTNIATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOROPEMNG WDTHS IS&LOWABUI 1111I I []3 3) MULUON AND MULLION CLIPS SHOWN ARE NOTTO SCALE FOR EKACTDIMENSIONS• SEE apNY-., N]y FlGlgiE& 3.2W' 9.2 F. ANGLE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLCWINO DIMENSIONAL RESTRICTIONS: CLIP MUST SHOWN ON SHEETS 21-23. FIGURES SHOWSDGGESTED. APPROXIMATE IDLE LOCATIONS. No. BB7B.S BE USED TO AM SOT INPAIRS. GMUT-FILLEDCONCRETE MOCKNIT(CMCRETE UI SMALL CONFORMTOASTM G .WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH ON SO OF OS5. PIUMINUM SHALL BE A AMID J- A FIGURE4: FIGURE& FIGURE G: 00G&TSAND BEA MINIMUM OF.IGA+THICK.STEELSTUl33TOBEAMINNWGRACE33AND :D,n •,. 9A16 F A417THICR(1GGAUGE) STRUCTURALSTEMTOBEATIFAST.I20'THICKANDA3&ALL ,fOp' d00' iFst•`:°bg1Ol;,+ ANCHORS INTO METALSHALL EXTEND AT LEAST 3SCREWTHREADS BEYOND THE MATERIAL. UVX3.2WX.I03• 111 Sxl. x.lw. "I97011ALEI • • A703Al2ANCHORS NLTO WOOD MAY BE 9TEEL.IB-G S.S.OR 4105.5. M4AUU-MR MUWON-M h�/{I t1 FB]DNUONFUNITS FACT MUUJNFOR HITS ALYNNAM1I-w FL PXJ 5870 TABLE 10A M W Ipn cep edb Tahh p hu. Cpenl[p W1tlM QO(w111CepYAp0RAn9mILI0N)prOINS ln0 NelOhl (6tihrl]aNBlMspannilF madppl¢) It Nle 10Q lI INN 10In Ito 601R idle It 60h J T,tRM1 n6 m ]Nnle RnA TUN TY16dnM flllnellfndpY TNpmein9 p Po[IY91. TYpmMw' loabnp lvadnp RI<Ydus, latlirg I,l ]fb Im®nA p. Re[IepWY Lva6h,B TgTLvq.. L[vf4p PIWr VYnp lb llm9 loNlry ry letllnpl LMA lvatlap i.ARa ANm. TUhe .� E.-'S �_ s e^ $ Fd .. g '�.-. $ t. Sn L .�_ 'F(� 9 8 %; 5 E E Jg i E E .53 6NBkn 3 � ez s �. F 6a o- Sl!A�ry § itts e.{ �99� s5€5 �s�. ee$�$ �� aEay=y �p�p �5€5 �G NIA, 5 3 �S 5 5€5a 5 8 �S " 53 4 3 5$ sa a 5S sa ® B I'm one x' a ev n9D rDfi In. 9u +m.l s19 17 mA nUS Sol m! w0 no.0 66f tlaa uw rm0 50 nad mB nn0 6p1 +]a0 +9N Imo s:1 Ix4 np.p 6m +mD Ass Imp Ia1 Ime m mA b0 -I uL +m.e w+ na0 nn nn0 air n0a un nm Im +m0 aN Imo ffi rca1 f9+9 n0D up wa6 1m Iro.e aN (AIR nn0 Its VIA 5H INS ISO Me am INS AL 'I" ImA uH IM.O n, 1]ae INS nn1 rdr n0D uu "d-d 1. Imo FN rmo I50 1R5 9rr nn0 rs6 1J1.p 1m np.0 rae m6nC nna rn ImD aF IN0 e9a +mL NI n0➢ nta iw mA Hole n,D wl ral 1mD 1n5 ]r1.p NJ nap fat nn1 en np.1 1N1 n1.B CB +su nw Im1 EF nu Hal na1 e61 Iv.9 +rya np.p w+ B11R 17a1 mr Ima lu IT1.p HI imp a91 tn0 neD we n0➢ tin tmp vu wxI +aa +ma 9m ........... Wr] tme +sf+ nn\ Iw] IOxB +fill na0 +w3 e1B tsn na.o 1w] 1. l0m nap Ales nod ]pl 1m.p loN IrOD m] ,do nm u0 154E Ind Im.1 t61B t3BY 1]Ip Imo ]0]e nsa n10 I61A 10m +u➢ vID n5.1 1N3 Ns m0 Iss] ]u mR nn0 N9 Im.a Ns 1m.p um Im.O eat nN0 nu INB 11oA tO6l 13U INA ot-S 1019 n1.1 ISO tlr.1 o 10B.B 1R1p n10 w9 wB fEaO VOA Bm 11.8 1RIB 199.0 R6 No 68.1 1L0 Ind 1L.0 n6 On o win IIp.O 9ld I.A 119 n1 1M.0 Fa.9 1169 m19 Imd find 9N en 155.E In, IN, Liz.+ N6 +wA IW9 11A.1 I6I 919 I . 114] AIB Bl1 .1 102.] B]I 6A8 illp H.9 69.9 101\ ILL 6L mn A1., NO i]In IF.1 11i9 lot 1]B.B B06 101.9 .T 111] Ht it AI+ 1NA ]n ]9] MI 01.7 r06 71.4 H1 I6.6 )6] 646 &1 P,B Sm ml 6+.0 w] 11.0 21 1]] tlA bl A] FO min NR.1 w1 H9.1 133 11A8 wl 4.+ r]0 6fi.0 A91 11.] -ill 5].0 HI ]ar NI AM[160 NO NI It] NI 81.1 NB 9 min I]].0 8N IfiA i6] t11D 191 1ID➢ rn w.A wl 102A m3 136 In 91.1 mp 11] NI N.iBill ]4r 631 ]69 FI n.9 tl6 NO It6 fill n8 6M 61A 6)1 p61 51A 61] 111 613 w1 dr] 111 F9 6A8 I30 F1 led 1]1 ]SA N1 0.1 A99 Nin Bs.B fill Itl na 6N m] A90 I10 191 9S1 AN fll 110 •B.6 6N N.r nl L.3 J1.6 IA] dE.t 690 HI 161 Sol- m.l 6N ml , 641 690 61➢ 610 m.1 w0 A9A 6N a.9 5N iar IH d16 N'f ne d1E n6 R5 161 tab n0LLB 1wN OA 161 Sp.B al dU 166 IL In SS 10\ 9r.i 75 ]I.1 dw ]29 IN die 166 341 3w H.9 Iw 271 ]II So 11.0 N1 dN H] HI H] ]]] N1 NI L.I e, A6 A, N] IF Ill U1 R1 I]1 R9 Itl V., 31] 19.1 41, Hl ]n "A IS, Is, IU min ]e] nA ]ee N1 ]82 ]le >LO A9 38 A\ ]1.1 JL H.r ]m ]].r ]H IT Im •a] 3w ill 3A 195 LI 1S1 9m 113 ]N IHIn E1.0 Rl 31] H3 1)3 46] R➢ 29 WeR3 tf.] 97 TAIRI F Inn Sy6la. NI[nmTyp¢ 2]k d�[Qe Ytv Fm ul¢m Wall.. nea•.Y."^1 Skcd,I. yte.Gn] plpp[m Xtlw OBU VI'88 FJ[D 6Yd F#0 Y19 vb4Uam yr FYeLM2[pn Ap9K.dp1 U[ra[m F16e0LNU VP 89 D(p Apil%tlR PIVIYN [N181W HR9t9Cl 9[rtn(Gt)9[[n (CA) .1 Scnn R.N '.034 Anc11PrCIP P91nmB Ev valm[e0 FnremlN n O.C.f NSNeNYOm[ICOp rylplle1 3M[hn®dl3 _NY' cAnnve®t.I NIn O.0 l91aWn1(RgeeVCpptFm.$ IARMn ®4MN.0.41(p 33Plple l9pallflpi ]gRN[9®dNnh O.C.IUl]p, InID.18PNUT IP 1 ARtGlIfLN(Fp IM[Hu9®1.tB[An QC/F 3 t' 1SU" �0f IN pa WA tmM Ana 2-YT t.Yr 9ptla MW rPoW WP tm ce ]]Od P 1814' INlee NSA 691M NN ffiOf Nh z-uz 1.1r NOW WA 1lNW WA aAW NM stm' 3' 16W ba N/A 1096Ca N/A 9Hre NIA 1• 1�n R)cpa N/A a1nW WA 199W WA uP YV1' RNIb ]411b 6NIp WA 16W 1NW 1• 1-1/1- 341p9 WA WA WA 1PW WA z-v2 1101n+ All WA R68W WA NOlte WA z TtIOa [UA WIN WA 101Na WA SVS 8NW WA SARI WA Y w91M 1.a• %11W osr 11RM p.]v' re01N WA IANW WIN M. BwW e95Be t1H lb 11mIW WA NIA WA Hd le 92ae 1)3W tmR4 R]IW wOM WA WA Ulm dtlW EEO re FIGURE I: FIGURES: F67 0 FIG•E4: FIGURES, TABLE NOTES FIGURE2 1) SEE SHEET I FOR WSTRIBCTIONS ON WING THETA6LES ANO SHEE Z FOR INFORMATION • ON LOADING. SEE SHEETS 24 FOR GENERALINSTAUATION METHODS. 2) UNFAR INTER IDIATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS AVOWABLE. 3) MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE FOR MOT ONIENSIONS, SEE ANGLE SHEETS 21-23 HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS CLIP MIST SHOWN ON SHEETS 21-ZL FIGURES SHOW SUGGESTED, APPROYJMATE WILE LOCATIONS. BE USED A) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI WI SPECIFICATIONS. HOLLOW AND W PAIRS. GROUT -FILLED CONCRETE BLOCK UNIT(CMU) SHALL CONFORM TOASTM C-90, WOOD SHALL FIGURES' BE PRESSURE -TREATED YELLOWSOUTHERN PINEWITH AN SO OF 0.66. ALUMINUM SHALLSE SOS3TSANDBEAMINIMUM OF.100' THICK STEEL MOB TO BEAMINIMUM GRADE GI AND . .OW THICK (IS GAUGE). STRUCTURAL STEEL TO BEAT LEAST.125'711ICKANDATd ALL ANCHORS INTO METAL SHALL EMEND AT LEAST35CREW THREADS BEYOND THE MATERIAL n10 8 Y12 ANCHORS INTO WOOD MAY BE STEEL.IBB S.S.OR 410 S.S. 12V %3.2SN.Az1- MUL DNFOR FIEL6MMLm UMTS THE'ANCHOR PRODUCT 9 REVISED Bu11GISept with Me "No" NO".. p 17-0630.01 No. 6BT0s A. LYNN MILLER• P.E. rFL REJ BBTOR TABLE 11A .MUI11➢n CpppdtyTbb (NvrA]) Open6lg 4M4➢1 OvtMNelyapalmnp ml®om)erOpenln9lb?M(WM1paKall➢rysan mtleen) IDOb In In YO in 60N 60N "in IOIT 90H 160b Rn,"us, Innpnt Pslaryuly TnpRuenO N,TIn.o, TnpTAenA. RIIIanPlor Tlvyrdn0� Rasun0 1 Trvpl]fimp. Ranayular LONFO inpTn'anp. 1➢aLinO N¢IeiQab W.du lkpifMry. tpm,n, 11eaNn9uly bY9q Tn:Lzg. Lneeeq RYUnpWm LebinO iripTrlmp WELq 1351996 LVNrO LeaELnp L..ivp LOYNO WdbO LYOLip YaDW LmJnQ U2, LOMInB ,..924 be^.�. 9.-. '� 9p 9T '�_ �. •• g 9 �.- Ea 2' S E 'R� E Pd -.Oil! 9� ggi �g i �€ ��. h to g fa 4A ie sa 9 as a'a asAli as ig 11 to 1s as ee as as �a ie as tro.0 s06 n0.0 93s +R.O 519 va0 uu I DD nl n0.0 1Lo +m0 ki Imo u06 IIO.p sll 1In0 m6 1)00 Sxl n0.0 I9e3 na0 6x1 III. 1io.0 ao 1m.0 u6 Ifi.O ]u Iro➢ Im no0 not esl 93) nn➢ 6]D HMO nm INA 661 111.0 %1' IND Bn I101 1111 ITBO q0 1. 'go +RA 61v INA 190 INA ON IR.O 2261 VIA 60 Illp n0.0 me il0.o nl nao es0 Iro0 6u 1ro➢ +Y6 na➢ bee Pn0 vY PAA ra3 I 13Y 1RD r11 +NA t4Y nap Ne nv0 nO PaA rw 1r➢.D swx frog N6 +N.➢ R»I 1N.A me n6NN Trap ni neD tG N0➢ 696 nD.A s]+ A91 IID.O 1116 P0.0 ]6M1 1R0 1x1! fi0.0 003 f10.0 IW 1R0 AP gap 1691 Pao 656 1]OA tst3 4➢0 861 11a0 xxll 1R.0 YI 160.x YO) 1T1.0 %I Gln 90.0 19i 1RD 6V 1N0 956 I10.0 IGO 1]n0 PB 1@B III, I100 94 IT. In, IRD DID INA IM ROD 1133 INA 2125 IND f06] 11fl] ]IB3 110.0 106) P9A 3163 I10-0 1063 OOIn q0.0 AI! t10D N1 tla0 1063 I3a0 191 1R0 ti0 ...T .... IT go IOn I1n0 ]OR 1R.0 165a 40.0 1Px IA.9 R160 1N.0 1169 1N.6 ]O60 P0.0 11}I 11]J p60 POA i1T .In IN no , ]IS ll16 IRp BY 110A lY+i 1]81 Pe.O Pao 140R late 1N.0 III. lei P0.2 In. f]0➢ 1]5] 1T10 I155 f10.0 t918 1]OA Et0 f13.0 1960 late 19: RYb 1946 late IxB6 10)1 1966 110.0 1]QB m f61n INO 9i1 110➢ 199 P69 1}0.0 11np 9M 1pY 1R0 Pp.O NpB 1]D.0 t1x1 1]n0 I100 I)pp PY I541 1TY IIpO I3i6 1]3.] 1]]6 169.0 t)B6 115E 1iM 166.9 I]61 691 In1 15a1 135R AB.1 11Y1M.0 Ifln tN.O RO li0➢ Bn 111! 1]II.1 19➢ 15A3 1556 1]De P9 11}1 166i 151 P55 1]L1 165 Ins Ix6B 1P.9 III, H1.1 %, BB] 16¢ 1N9 13ID Y9 Ifi96 1x39 txt9 n.l 1656 Ix19 P1p 1Pp 1rBA9P NI6 1981 1R0 -0118 15SA 11P t691 P16 1]W 1nn tn0 PN P92 An loot 90B ID9.1 LR 1295 1191 91.9 1{P 116.9 111, P9 'In 110.1 1Ho Gx 14R INS "64 621ID NM IIDO 1151 1N.0 96f WO Bifi 94 itp 11f0 60.1 91D 591 11f0 n] P1Yi11f0 650. 0]1 IIA t1ID 9]In 1120 1t10 UBd 016 I 1110 1319 060 .ol, I110 101.9 B51 e1.0 1 110 96] Y6 rag R9 ItE 9J! 52.9 P6 36.6 B16 I0.3 nl 9K tA3 BR1013 B'A 13fi 9>3 BB] .4 1)] BN R6 6M 66A 915 711 Ili 505 PS69d 6P IB.B 915 6tA P1 II.9 6n111IR Y.t irf 61] .11 61A 1]1 H.] 6Y dB.i 111 140 655 d1.1 ]it 49 G] N] 1i1 300 6R x0A RI ]90 631 29] P.0 J30 l)x 336 toot1Ain tYin U1 P1 NO 691 Irl rat 6e5 12I n0 I50 61i 3i.9 130 d1.1 6W 313 )W SI ®0 ]1.9 Y9 B11 r5.T ]30 "A M1 ND .5, 660 L.1 130 B6] GO Il➢ ]30 IAB 631 3p.0 6L ]x3 Ill 3p 6Y Rr DID VA .4 x4e 509 161 6Qd xx.6 6% 59.3 6Y 01.0 ON 634 611 66D IDA 6x1 "I 6fix VI ON x9.2 SM 91.3 62a »]� 6]1 tllle 941 I3] S.1 IW 1A.9 ll9 2I 395 G.00 113 RSI 390 311 dA ]2d 306 193 13] N.0 ]ool IT. Ll3 IBA 3i FIGURE I. FIGURE]: FIGURE4: FIGURES: 1969 FIGURE 2: ANGLE CLIP MUST SEUSED IN PAIRS. FIGURES: ADORIONALANCHOROPRI ANCHORCAPACITYTABLE TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 24 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 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23, FIGURES SHOW SUGGESTED APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO A01301 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 6663$5 AND BEA MINIMUM OFAMTHICK. STEEL STILMTOBEAMINIMUMGRADE33AND .0 THICK(18 GAUGE). STRUCTURAL STEEL TO BEAT LFPSl I2S THICKAND A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 010 8 #12 ANCHORS INTO WOOD MAYBE STEEL ,18.8E S. DR410 S.S. MULUON PRODUYC3T�9REVISED Insc glCUwitbtho llhorlda an.NOA-Np. U 17-0630.01 Enpinsmn Oats 051261021 14..58705 i A-� FL TABLE 12A • LNlfian Capacity Table 2b&VI Opening waam IfotuelEmlF weavif0 mJliDlsj orOpeNnB NeigM(larroNmRaltrspamtr0 mJlloac) 90N 1faF mN WN mF mF tmF t101n 16oH Re44ryNly Te1JMNry Reclllpdn ltaplMeig. Rrdy14/ TnpTlnp. NalanWlr TgJMmp. .1-.1 In T{iTmlg. n4CMpNT T¢VMnP ReN Win TnpTIYy Iw61q LeW]q Rd-bnpllx TepRNap lnaLa Im04q 2a4xM 1°aE'vp .Idra ba0rip Loebp Ledr9 LUWiV lui^6 Wdna LvaMp Yu0N9 I^wb➢ bqN AMm. Tub. F f .'� LSefSmu6lon E �' �551 ^a a ���y�gg�ggi^ twi aYl asal 01^ noo faz tmB rap tma nv Ima era nao m9 nao Bll Imo ton Ima ➢ao +m.o nm noB mG Iro9 tm3 nD.o mo npo aeT fmo 9eo me +m.o xn nao 'A Im.O era 1m.0 rat vG0 tom Rah ew tm.8 Ins 1m,a )a n7- +318 trap ra 1m.0 Ia91 +m0 lm nm smo m5 Ima +m.o +m.. ram Imo r➢) 1me 6+2 Im0 M Ima WI 110.0 1116 "a m1 1m.D I' Ime BN nao tom +me mr +mB Iar1 tmo Om in.. tmn IBv nao m1 tm.o an] 2mI 1m.o Im eB1 +mo -0 m90 fmo m+ fm.0 era nao m1 tm.o fora Ima m] naB Dm na.o erg 1m.v Iqn +mG eu nD.o Oat Imo ar4 nao +nl Imo tam trod mx fmo tom fm.a vra Im.G tom tm.e xmv naa Iav m6 1mB mG naa 13m 1m.e &0 tm.G Nm Ima +m5 Im.o 16r3 Ima 10m Ima Ira➢ Ima t+E %no ix31 rm.a nm tm] 253a IIAO 11r+ +m.a 230 +ma +m L 6rF me 90A Ima Bm aN tma npo u5 mH RaB RR.G ma9 1]ao W3 naa vu Ima IDM vao tam va0 T. Imo n5l Ima nm Ima 1W0 Imo mo n0.G z319 RO.G Rre IstA lmr na.o +im +u.e My 1mG nm F2� nm nH. 4m Imo BT 1m.a Ix]5 +ma tom non Ime nc.G nm llaa ImG lrao t. ImG +913 tmo +315 noB 311s tm0 uvr 100 11m 1)ao 141 I21e xn{ tm.G INN IWa 21M Into 15so mF trao tP6 nv.a air np.o Iam nao tam nao tSrG no.a uw 1m.o Im1 1m. 1JE 1m.+ 19W 1m. 1121 +aeB Iv9a 1ro.G Imo tD.e I6m Ims iN. +oe+ IMD tu.f It. vz➢ +ma +53r 191 a )am fmo 11F Ira.O Wr n0.o ISH nD.o ma no.G t6u naa Rm tm.0 fu: 1ma uar te2> 1m1 +mo ta4 1bA +mI 161I t5W N4.5 um 11)a Ina eaz R6t R9.0 RH 60.a 1u01 urs Im1 901n 170.0 Ime Raa tt4 n9.1 1595 fma 21B nr8 I390 o.-. t+p5 111.. 1Y5 121.3 11m OU 13m +m2 HU OB.S IN' 116 1M M.e 1`m 89.9 1f21 6].a IRa 6.1 11M S1H 1. N.. Ian mN IOA Ilx9 1BL9 1098 1'Q9 ------------ 12)B 13].B LEI. tcm 195A IV, 111] 1o0f 62 t@B 989 1. 01.a 12. 89.E 10ID m) int mA We MA 1. 722 phi SIT IEB 65.B B!I 161 1]A fl.t BV pit Tr1 8[9 eAr all 80,E mT 61.5 B11 618 e25 61.p W1 mb me 431 aN 49.0 )w 31..0 Brt KO T02 921 8r1 Ia.O Tr1 Imh f03.5 9]1 1GS.e I. m3 ➢TI 6K ma m.e )m N.1 B10 10.2 ]R %a at9 9.1 IN 111E Ba4 ➢fa B].3 BE m6 fI1B m.0 m9 60.1 .1B m.A an ba, Na 620 1m 610 ➢19 54T I06 4r] ➢IB 619 1. Me 019 1mN ]99 Tm ma rID 62B )m BL5 )0.1 61➢ rm 55.0 eef OS lm mA R. LLB me mA ITT 3r.T IM 4G6 fifiB ]11 rm NB m] 90 )m 3f.0 Wt ]38 )m mA 6l1 3t2 6m 31B IBI 9.3 519 393 4➢B 3A3 ma ]5] 4m M.a Me EB 474 1AR . 146 m 15.8 Ma "_R Ud 13.7 Om 159 00 1mN m.T US 4. 6m m4 5m 3r.a 469 TABLE 12B ABcMrcapaMty Tanta 4 EdBm1E 3WOC mO 16XCn'G WLPr wu Flkv C1.IV IT Re me. yiC Fl[o V4"BSEac NC FYv Vf66 E1[v v1o4a1 m291n1 w38wJ N¢ra 3Ydv y16•Elm Vaixm VYEI[aVvrz[m Vlm[m YICEI[0111mm vY EY9Ualnn Npa. pm GXTd[m AlN 8[lex(M) 9[e4vt2.3) 9crtrinsl MVNoTLBp Pvibm6 m, 1' ZAT 1' 21? 1110' t' 2-VS t• 3-v3' T BIIB' : 0.6' 0.N aYY Eye 136' 1-0H' iSIP Y t.1/d' 1.1f 1-Ild• 1.44' 1-I14" I-tlf Y }l9' 13T 121Wi anart ETNmIm[ n Sa4' mar Ban or 16M11 p0 vow R®/4A m4 ]Ialb e]d In fm aB 9m W[ aN PB dHtlN 4oRa SAMmA®4)S INn O.G/98tlCY 0[PoX[OR 1a IMI 9®W iWBa Bm 1Am d Art5a4®1�NN OGISIv1®N{V dtrg�p mw iaM Wmv tNM A WA 1921M1 BArtBav®9.Ii•MIa 4Fl9n[u1NtmDYgCOp ryip df m61f3 ]m lm 186� NIA WA ]m Bx WA m91b NIA WA Vmw tf®Ve fArc3M®YNF.4C./Sr'b1Ana§OIy11FO f3 mtlCa ®Ira 19mm 1906p! IBs fmU WA Mal[A rN IM B9l Ia4 18BEm m3¢5 Me, 9mM BArcMn®YNN. O.C.I Q155ANNOIW IQip 6Y it]ORe Lira Ba 1mV0v 3)IDPd Sml a3 01 M eON WA 1LL Bn 11YtM L12tW SSYm 1131b 19II Ife 16®Ib ln1o.124A1eR (FlpII N/A WA NIA WA WA WA WA NW WA NN tVA XIA I -NIA WA Om 9MMn®1.31'MIa.04lUL4'p BMmn®G61'MN.O.C.]ULOp, NIo.12YlLRIFla BF NIA WA N/A WA NV. WA WA WA NM NA WA NU WA 31 pa 2AMMn ®26B'Mn 4CdFtlp(FlB m' 6]0m 9mm 913R3 Tmae ]13-M WA Smlm WA 901b NM WIM NN MI. 4QRe ante BMhrt®t.>I•MM D.GIWI _t% W43 9)9b 3rBW4 0]90v NIA N4 8631a WA xNIW NIP WA NM 611m 6611b &VIfA NOTE: FOR THE OFFSET CLIP. USE THE SAME ANCHOR PAT FIGURE I: FIGURE2 FIGURE 3: FIGURE4: • • • • • • • • FIGURES: FIGURE6: FIGURE): FIGURES: FIGURE4 FIGURC10 ANGLE CLIP (FIGURES SM) MUST BE USED IN PAIRS, VALUES AS THE STANDARD CLIP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. TABLENOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 24 FOR GENERAL INSTALLATIONMETHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDX)R OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21.13. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS, HOLLOW AND GROUT-FlLIFD CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C . WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF OS5. ALUMINUMSHALLBE6D63T5ANOBEAMINIMUM OF.I2STHICK. STEEL STUDSTO BEA MINIMUM GRADE 33AND.04C THICK(to GAUGE). STRUCTURAL STEELTO BEAT LEAST.IV7 THICKANDA36. ALLANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL #10 8 #12 ANCHORS INTO WOOD MAY BE STEEL.. 18-0 B.S. OR410S.S. TO OBTAIN THE 'ANCHOR iW CORRESP(3NDINGTOAN REQUIREMENT FORTH, IS LOWERTHAN THE MULLION 4E TABLE) OF THE SELECTED EIDAMINIMUMANCHOR LAY BE USED TO QUALIFY IR OPHONS MOM THE PRODUCT REVISED piBinp with the Florida BUIIJIa Codo No".. 17-0630.01 expiration Dote 05282021 By Miam Product Don ra No. 58)05 A LYT FL HOLC IJH muMon 'p-01, TahH Opening YANN (for IAlllQhi-Roo1T60 ]Oln 6c I0 fih ADF mJBws) BrOpenbV Haleht(Bar Ip6goingA'spaR1lg Dole go la mNlus) 1ID Io Hain 1WN 2.6.26 FxIUB3v fAaem TmWTnaiA M�nA IW.Wav Lwune TnWR�mO. LAMA, Pecb ba Ibn/m RePTlsb. 1enral ReN^WW Jaeft TrWManA. IwAFO R[[IugWa bNang nLeAg A. WOAD M1tlWLLa LAarPN ihWiA/10 lmEip R'W+ler I.DeKN RM4pA� We9tA R=V" Iw61g TRWrMM lbe6na 3tatnnyb Im6nk leorfilee. Laahe o A unt Tbto rAlDan dH 6 8 �� d >Q �a � $$ b ' 5 a� ppe L z d £_ ag � 8 �� oa F gg d �_ gga bYL a S gg� d � S L �o $ � 6� �_ �� 'e _ 3 p �� � a� 5 8 s @ �� e g_ �� � 6 i1 �� $ 9 3� a ; � 5 €_ d""� E � 6� L 3� 6� L �fi 121n tio.0 ® nD.D 435 Im.D lM +mo +tt n0.0 am ligD am tiD.D BAD 170D 319 Dow life Imo 3r +m.D 130 IN. D 5xl 1710 106 1i0.0 AN 'NO ms IND Sx1 Im.O IND imp)Mt IBN im0 rag vo.0 Sx+ 1m.0 ON 1m.o sN Iro.o 9M Imo 1 639 170.0 1133 Imo I AN lino 1 IM nag OR No 1417 I710 era IRA 1700 1 Imo I NO 111 1013 IMA NO 1 170-01 MR 1DUBI AN ]o M5In Imo T4T 170.0 W 71.D 6N No 31 no0 IMe Im.O W4 IND 1195 1m0 1D Im.o I315 nno 747 Imo Ual Imo iN liaa uB3 110.0 ]50 Im.O 2MO Im.a YA Imo Val +mD NO, Nm 1m.D Tal va0 filD n0A aN noo WI n0.0 n+e nO.D TN noa +E]5 Imo aN nD.o 1131 nno Mi imD IEA4 im0 eN lino 1Bn 1mA ml 1TOA z231 nD.D NI nw zsN +m0 N1 BAN Ink 065 11D.0 mI IE IND 1]c.0 mi Imo 1aD n0A Nn na.0 Nv Imo aN Irao ION IrW N3 I30.D Int nno IND IND zns nag tang Iro.O x]B 1m.o 1N3 nD.O an Im.o INS Nln n0.o NO -IND Tu noa um 1m.0 0.50 Im.O tang IT" NO Im.D No Imo ION va0 IbTJ nag IOM 1ioA 1Na 170.0 I1Dx nag zz3l Im.D IIN IRA DN] tm0 nn n10 N75 IND tm 5 NF INN M I70.0 iN IRA ti6a 1R.0 W3 IR.O noa Ink mea IRA 'Age Ink tongI 9 naa I135 1]0.0 INS III @ID Ink 21N Ing ION IND Till IND JAI I10 Bill 1. 13N r3N 1mA ION 1]A.0 Btt n0A 1SA nOA 1MA Rn0 I. 1?Do 1133 1. 1. +RA 1.13 tine 1316 1m.0 M] nA.O Ia0] IIAA E5A Im.O 1165 imA DN9 tm.0 1MB 1m0 NOl 1R0 I5N11n0 11E n0.0 33i VIDD 1N, 1r0,0 +ON 110.0 190 n60 I2N 1R.0 INN Rao IR20�A 1711 Iee Urge M43 INA 13N Imd 02 IRo IMS 1R0 3H0 INA 1W1 Me n® +m0 Im C' mil 1R.0 UAI tine AN IRO Nal 1Ta0 ill$ Rao 1011 17" 12M INS IMD 1m0 INNMS line1R.D 23N 1]00 IN1 1mA 9N Im.O RM Imo 3II1 Ime 1ni R0.0 'A03 Imo RN 17. 1321 R0A 11M IND +rA1 1m.0 Jam Imo IBM 1m0 NN Uke 210 VIA INSN1 1700 IND Ink i&0 1m0 106 1mA 310 1]00 M25 We 341) Ukk =3 IMO NI3 IRA Vat NF fink t+tT 1r0.0 R]E 1mA RW 1R0 11N 1m.0 18N 1r0.0 1813 ImA iBl tmA 11N550 1m0 fey! n0.0 21V INA 3N5 3fn0 31N 1]0.A E3]BI31.1]IDS 1&9831R120.D31W15n193loan 5mo tang 1R0 14M IR.O 1913 1m.k 1M] 1m0 II31 iRD 1BR IR.O 2550 Im.O 10m]B1 1r0.0 'IIl1 140.3 T01 1S1A 2SA 123.0 n01 1{OA -1 1NB 2m1 RSA W4 M.i Nel 116.0 EIS+lllln in. +BY ImO 14N 1ra0 1YS 1R.0 1]W Imo YEN 1m0 1Ni Imo SMI Imo 3149ND 1BEB II45 13BA 2d31 11U T210 t1].0 N]2 iZA4 5100 N.8 3NE 115.1 31DA HA 209 tm3lmIn IRoOil 1m0 15H 1T00 21Z 1r0A RW 1514IlM 'sAtall MIJ DESD INA 10N52 1272 IBM 1M.1 xDM 11U 1915 Bll 9M ID.0 1BR T2 DEIE M.e 1N0 B]A 225E B1A 1.2 1MN 1E1.1 15H O60 INN 1M.] 1N1 1011 1425 f0A ION N3 I+01 10.E INI 3a7 13N S. loaf lz.] 1]13 N.8 t:AI NT IYd MI 15N m,0 1330 41 1N1 IA3 1305 ffi.+ IBM NA 120 AtlLt 1 tl AnchorCoBaBINTIble, lIbM 9ubealc 2.71 CpCIW 3.SYGnO. 1bb4CMY NIM p.1#1 3'IS Eleatpkum 116'FJw Ullsm Yk' F; AN+ F¢o]INr.M 11A'Eto,NTom V.Ne EbA L10'EID0 EIA 1N'AA Eko AID. /1xebN 2Sh YIR SIW ArcMTroa Anehkrtap patlems Mus>n AO2naMw wean Aare M, ereMNN FAN WrdrO.Link 1' 21? 1' }i? YVA' 1' 1A? 1' YI4' R' 11R S O. U'' aN' AM' EmAeGxM NY YY4' 1.1H' I.L. 4YS' ff 1-114' 1�1N' 11!{' 1IN' IV4' 11N' T 139'DEAN t axl'. sWlb ]BOIBs 950 Wa SNIDa 1DN na mok xA01N 3MIra rWbs 9l{IW NR 3 .6%,gxlbN]lAe 1]AONa3Ya20a No ba NOIm i06 R9 fI00m i4011a 1zixAa IBARWa6991bamotare Be 1.iYMF QG/AdIaNEIarOFrou ..4k II. re t4W Na 1Ga. .95IM WA Re MA IW NIA INSPsWA WA W0.ira meArctae®YMB[QC,IRIFSMYNB 2. lkr 'Me a 1.a 1. 540Ee YMM NIA NgkA 7.1M AWma 10M�695 W5DM a.ld.Ct, 1222. A1gYQpaf pl26k +SHIM 1550ba li"O as 31M IBeam Be IWB We it.IM NA IMOW 14N na 1d Val BeIOIN12 J.A ArNwe®13'NhAC121229Plpb iY 1N01M 310]IM iM0 p1 i1B01M WA NN 13mIAs N'A 159OIM WA NN WA311N4AmMn®N'Aary O.GIYLVp. Wa.125'AWA.IFp.ek WA WA WA N!A WA WA WA WA WA WA WA WANM6A..0AN' nn, 0.4 I J'al,IMo.f2T Aem. 010.% WA WA WA WA WA NIA WA WA WA WA H'A WA NIA 3A911MAMIg9®MF. O.C1 FJap NpANM aNOe 4`AN BN IraiM6to 2i0 PS 36010] BHde i4DM Balm 698Ra NBIMN11tl I,ll'11k No. Wait. ]05 na 2 Wq N/A WAN]ILeNIA BNB 11501@ NOTE FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND A14LTIUH"Wtb A3 mk s Qlra HnRI.uln TABLE NOTES, ANCHOR CAPACITY ADJUSTMENT FORMULA: (OP )X (ANCHOR CAP„, „v) a ANCHOR CAP„_ 1MUI LIONCAP.,,,,,,., USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWERTHAN THE MULLION CAPACITY (FROM THE TABLE)OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM MOHOR CAPACITY WHICH MAY BE USED TO OUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHORCMACRYTABLE FIGURE I: FIGUE2 FIOURE3: FIGURE 4: FlGURE O: FlGURE B: FIGURE IO: FIGUM 11 SEE SHEET i FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOAJ)ING. SEE SHEETS 24 FOR ION METHODS. EN LL ?1MULLION LES TO BE �RIILM)WT EFIELDF N OWING DIME14SIONAL RESTRICTIONS SHOWN ON SHEETSIONS, SEE ----- FIGURES: FIGURET: SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOIE LOCATIONS. CUP MUST BE USED IN EnDF]HPAIRS. PRODUCT REVISED as Alen9 with the Florida gentling Ce NOA-Na. 17A630.01 Expiration Date 05126f20.2.1 I-z1Y00°--1 250' 3l 4,,Q IICENSE';�� U * : %No. 53705 % =ma 4) SUBSTRATES: CONCRETE 6HALL CONFORM T ACI 301 SPECIFICATIONS. HOLLOW AND GROUTFILLED CONCRETE BLOCK UNIT(CMU) SHALL CONFORM T ASTM 090. WOOD SHALL BE PRESSURETREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE W5&T5ANDBEAMINIMUM OF.125' THICK 6TEELSTUDS TO SEA MINIMUM GRADE 33 ANO.045' THICK (IS GAUGE). STRUOryRALSTEEL TO BEAT LEAST.125"THICKMID A38. ALLANCHORS INTO METALSHALLEXIENDATIEAST36CREW 3'XE'Xw THREADS BEYOND THE MATERIAL 410 &#12 ANCHORS INTO WOOD MAYBE STEEL, ISO S.S. OR 410 S.S. MULLION TABLE14A MYNAn of Tehl. s5ta OpenNB WMth (farwltlrallyDPaINR2 mlplArvl OrOPenNB HOISM (fmlcllmNBlyeperHrg n11202) I Wln Wln )BN BON 96T 1001n 110in WON 1PoIn Rlcla w TreP'b130. R4O+rnnvr T2pM:n0 RalmpUl. imdTtleiq. ReNmWNI 1+ 1 Revl.Yulm TrvM4reY. RecleMNer tR/nhlq. RochN'1u ngSpNre RMYpYn TvplAvp Raleipuhr Tndmrw LwSIV Inaa',nge Lo-ENge I.mary$ Imf1�0 IlVx2.11" 1°mlm Immry uaft IaW'vy Im1N In#W t^a11re Iwllip Lotlzpre n.136'AWm 70. MYII '$ �@ S, ag g @ ^' pnlm➢W s �_ #$'Lonna }@'b�n$$e d1 S. d3F tH3 SE iBfS NB -2 ® 11fl9 419 103n 6E 13R9 114 wt S9 IMB d11 BA1 BM 1341 411 RI 6S 1%1 411 9A1 5S 1341 41t 519 5R5 131.t 9t1 d9.1 5ffi V41 I11 IBF ID.B IW 1080 413 9A9 0S W.1 99] OAO 4m B9A 40 m4 4m 01.4 91} 09,1 40J }B.1 315 d33 40J ]B.B ]11 50.3 4m IB,B 9N 91A 409 ]O.B 9t5 30.2 bJ i80 311 WDiSN B23 B 9l0 .'M11 6fl0 9® ]B.] Ed 666 $! 31.8 H9 IL. W. III 2m 53.1 362 EA6 .1 .12 99 B53 }Ai 3d9 39 69.0 aCl EA $1 31B N. 481 30a 218 i11 213 0@ 318 015 4&1 M] &B q NN 61.B 31. }4.1 S} 0fi3 318 MB 3m 4&0 315 U.} 2N 424 J10 KSB 2A Si} 31B mB 2'A 33B 316 4&0 2eB ffia TB 49.1 312 NB 301 N] t}.} }30 322 1n1 115 '3ffi 323 ID1 5 4Afi TA Bit 21B M.2 39 IS.} 214 35.9 N. M,} 210 3p0 2b9 mZ 2v TID 19B 2:N 34.B 81 2N 1. M} il.b Yfl 94 ]JA 380 3m tB4 210 t]0 9A 33.3 18J t53 231 'd3 169 19,4 Y91 ffi.9 tei S fl3N �£y 89 F, 42i 9T3 iN Jf3 43.0 39.1 'AO t&T HS 31.0 D4 319 991 &l1 tB5 f19 30.9 R.3 TN ]V 3AT 9.9 19f i}0 2B} 212 :91 21] VI 21.n 1m t}a 97 MB 219 2S1 1}0 t13 213 .1 IN 135 -M 2U 9.2 M151 ta.9 2V 'J2n IN 11.6 313 9.b tm Rln 20D 1R M1 155 ]1! I10 aSe 1A4 1}B ]28 14B 179 f}B M9 IIl 169 11B ifl} 10.M1 18'm 263 131 9A 140 W9 IN 21D IV 17A lei 10,0 Ull 11.2 tfit PD IM Rln 22] 1, Yes 133 1a.6 163 1A9 1M 71 1@ 46 f2G TABLE 14B ".hV CFp Pe0am8 Mars ®YN'e.pCl plmhOr Cm h CApeGy 3&CdC TFbN ea ' HObssCMU ""an PTM. FRGIDM 38Aryk Ylp9l 1k 13'4' RBIM 13Y %mom itld FBel6 lilt' SnM T 10RAe 1ll4 4V4 6NC8 SVIOf LAM- f-Ve WA i61 ei 4111 }Nlb 1NP ? 69n V< t�lN ®2 G9 BBSm LIDIM 9YBt.IC 2}X re 1/±33 Eko Ul6'Elte V!•39 Foe pW SIG kHS4¢I M2S161 Alma Type 116'EkolSlam VP FkOVI(IIm NI6'Eko Ylrsm Yt6'EROUIVum tY'F¢o1911am AApl6alp UNem AB(ttltol 6ama (f5)9arn (RS) Sve!(➢9 SN' f' 21Y3" 1• ?VC 2` SVS' Y P� n.N• A4P EAR R919!!11 1' ?l12' t' 2dlC 150' tSR' aln ' TABLE NOTES 1) SEE SHEET 1 FOR INSTRUCTIONS ON LIKING THE TABLES AND SHEET FOR INFORMATION ON LOADING. SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANOOR OPENING WIDTHS IS ALLOWABLE. FIGURE 1: 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO56SON FOR EXACT DIMENSIONS, ON SHEETS 1-M HOLES T SHOW WDRILLEDSUGGESTED, S THE D, REMROXIMIFOLLOWING HOLE LOCATIONS. RESTMCTIONS SHOWN ON SHEETS 2t�23. FlGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. ANGLE OLIp MUST BE USED IN PAIRS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (MI SHALL CONFORMTO ASTM DSO. WOOD SHALL SE PRESSURE -TREATED YELL OW SOUTHERN PINEWITH MSG OF 0.55. ALUMINUM SHALL BE W0 `I`5AND SEA MINIMUM 01 THICK STEEL STUDS TO BE A MINIMUM GRADE 33AND.WV THICK (18 GAUGE). STRUCTURAL SIEELTO BEAT LEAST.125'THICKANDA3B, ALL ANCHORS INTO NIETALSHALL EXTENDAT LEAST 3 SCREW THREADS BEYOND THE MATERIAL #10 & M2 ANCHORS INTO WOOD MAY BESTEEL, Ie-S S.S. M410 S.S I OSTAW THE'ANCHOR CORRESPONDINGTOAN PRODU�CYT9 REVISED MR Go0.w1t IBo FII NO".. 17-0630.01 Explrailon into 05/26/2021 By MI.m o onw 11111111y N0.65705�1/ .P 06NA.L ElNG��� J14HMIII�R P.E. FL P.E.# 59T05 51 mF i0In ®h a01n IIaN ISH. 1401n 1mm gxlnyla Tg15AVY. PiAINkv Tnyreen6 PetlmPmr TpTOvq. Faclenyler TmpflPmV ftvtm�p0y 1hpTlvy RICM1nPra Tro'1Pme MiYWIv TmVitiv0. Ik41eNUa/ Tn(Rrlma Pimnre 9RTPeeB Im]m 1[aPW ImMO lw4nS IvaAnO IaaGr9 ImPlla Ledr9 IUWN9 I4e00 Iml's Led. leYm beP^9 ImQo9 X's N Ia4fn0 3Ib'30 i i S §£ x S £_ £_ T�• .§„ £ d'— �' e_ — A�'� _ ai� € a 5Aa II � e ill r.. TABLE ISB pneborCa a Tabor m 6aMVAm p.ry faV4 Ay Lvn Htlb+tl4U FSha l PT`Ma1 WY Ia01crT y13'E1N IaVJaon IH'EGaUMm1 YI6'EWo Ua3m yty Elm Ylvmen 1l4•Elw Ulraam IMSSE. ]I'4EIw Aa4RGNv WNWn WS-Fl:e f10SWl 1126hal AppWTN State J so.Kas) al]Slrtl &MISS) Anctol Clip par". ].trs s116^ I• $IR' ro.4!• U.51• U] Ell Cbim'Lt {Ti 1• Y1n• r 2' LIIP 1-0Y` 1-IM' 6t14' tdl4' Inl4' r t3R' Idl9• Vora EmhEmm]{ln4 1SY' t3`4' 1+Va' ISM' 1TCONa ]101W 1W IM 3Hb 1W 0a 314b TAp ab a4 Mfp a31� SW Ga SAII.OSMR mC/RI]elAryhLp llPo, lk ]Wm ]B0p 4A Ga OWG4 WA Ii'dl Ue 14SM PBa Ga iBBEb W]Ga BBS IN 11Rap 4 Mlna®].T Mn O.L.IR13al A11Ch LTpa/Y}1 ]Y 110b iWp Mae IN.IY 2lry G4 Nab Yilb WA 1llalGa WA tORRIY ITl/b tblOb lAmM4 WR.i1'Wn. G.G I(Z195 AMY0 Ipy. dl t1Mlb I,M" SSabe Melba 2251 Ys WA l101s WA 1059 Ps noun 1: TABMNOTES: USING AND SHEET 26 FOR WFORMAl1IXJ ON LOPDLVd T)SEESHEETI ON USINN 1)SEESEESSEES I ETHODLES FORGENERALONS FMR ORD GENERAL INSTALLATION METH00.S. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHSAN=R OPENING WIDTHS ISAl1AWAelE FIGURE2: 21-23. 3)MULLIONANCMULLION CUPSSHOWN ARENOT TOSCALE. FORSTRCTIONS SHMS,OWN ON SHEETS FIGURES HE FIELD RESTRICTIONS SHOWN ON SHEET52f-23. � � STHE APPROXIMATE HOLEL CATONAL FIGURES SHOW SUGGESTED. PPPRO%IMATE HOLE LOCATIONS. HOWCRILLEDSUGGESTED. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI MI SPECIFICATIONS, HOLLOW AND GRCUF-FILLED FIGURES: CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C.90. MOD SHALL BE PRESSURETREATED PINE WITH AN SG OF O.M. ALUMINUM SHALL BE �TliAND BE A MINIMUM OF. I2S n o tl tl YELLOW SOUTHERN THICK STEEL STUDS TO SEA MINIMUM GRADE 33 AN0.045' THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST .125-THICK AND ASS. ALL ANCHORS INFO METAL SHALL IX MD ATLFAST 3 SCRYITHREADS BEYOND Y Y THE MATERIAL. #106012ANCHORS IWO WOOD MAY BE STEEL, 1841 SS. OR410 S.S. ANGLE CUP (FIGURES 13) MUSTSE WED W PAIRS. 3T FAY MUWON USED IONS CAP. — [OR PRODUCT REVISED 09 0a np"In"CodWith Me Florida NON -No. 17-0630.01 Btpiration onto 05/26/2021 BF Mtam m ac ontm .A. Ne. 58705 A LVNNMILLER• P.E. FL P.E.# 56705 TABLE I6A MINn Otpoky T9FIe Intel OponNBRD001(fd+eniwPYBPBr✓IrO mUAOW)ar OpWnB H018M(5]rbrlmeaPyspadirNlmOPly) . Wln Wh min mh Win WIN IWN 140 In 1e01n Rttpnyb TOliCap I¢NrWler TfrpRMry hclslReer TnynlmN. RnRmNW TlprrM1nR Pmtr�a�r EpYLAry. RxllrWel Tilirlen9. Re[FnPls TrePrTrl[nR. Rfclslp]R inpTMiq RetlewuYv TIW'IMVW. Imdw Laedre Imdip Lae®la le.ew ISWw UV46 U. IaaOw LudrVT SUJ^0 Lm5w lee4iW LmOna Lmdna lamina Id6w Imema Imew DECAL x x Whoi f It� 11 IL, eID Im¢ ass Ina rN Ino 4m 1m.0 Ime Iran We 170.0 9N Imo 519 Imo lilt Ima 5M Imo Iwo Imo m Ina Hm tmo 5R Ima ITm R¢0 ssl IWA 1R1 Imo sn IPh +me rd Im.o m1 Imo sso Imo sea Rao on Iron eW 1700 IM tm➢ ml Ima IM Imo an Im➢ 11n Imo Bm tnr +mr tm➢ am ta] Ilm n¢o 6W tzze 1m) tma ma ]p85F +mo >u +mo Sm +mt ® +mB mt tmB tO0 Ina ed +mA RW +rna RI +rao 1]AM1 imB ro Ina 1191 nnB r5B IR.1 ts62 In.0 W +'AI Ieer %7" rW ReA +em RaB r]e v¢o >m +m.o m2 1raB ms tmo eM nn0 it Iron 7u no.o I93 Ro.o em Im.o uM mn m1 +S2 uss +mo ese 1m] use no.a om one ux Imo WI W.o uW frao Bn MN bah Ima m, Imo ml na➢ 1m] Im.¢ 111 trno rsn Ina are ISM 1w n¢.¢ eu 1mr nm +no me izs.r I]09 +m9 aW 1BLe I]m u]e � Ws I= lszf ® ne Rm 16a1 m] Min no.e aW +m0 Os Imo m1e Im.O eW Im.9 Im na0 No +NxA IMr tus 9m 1ID.7 RR +ma Ws u1.o 1M) INx es: al➢ txR IW2 aH eu fur mvr ass na uw fuT ms Ra.a m9 In.B Ilea Ima Bm LIBH IIW I01 WS m9.a 11W 147.8 a13 1HA 110 IXP FM +m.D Tim 12fl1 %a e6A I10D 119.5 on 742 IIW 116.1 m] N.9 110 US 6W mN rzm Rao m1A eR III.+ta. e+1 w.T +olo IN.o m9 11.4 1011 IM W IWn +a- tlla em not mm 1058 Mr m.e' m14 B&9 ter ma tam W.e r6] Wa lelo no m9 ms It,. In., )m mN I,?A We IQS M 114.1 BW 122a ITS MI BW ItIA ml m.B BW W1 749 ifl] aT BS2 me 81r M M3 NO 3rd AW T1.> i18 W.I B0e T.] TIO 129 9W ne, rat WI W.5 )m Tat Wl BI➢ TY! WB mi ]51 091 5]0 Wt ee.1 Wi N.1 O- G.5 an 393 m+ 0.7 672 mN IP1.1 e81 1R5 ml 1WD MI 112L me 9" 801 mA TES m.1 Ne '2I Eb1 m.i W6 GI WI 511 d6 mU ]IS 150 Pm W➢ MI IPA We 47.0 Wt ]l5 658 4 618 H9 We 192 611 H.9 d6 M.e mr WN 2i dB WI WI W.B eMWB ]mn64 12 T.] Sm n N) WF 662 SW nt We ND e50 5a1 W9ase m4Re m.1W ]] I ]1.) bImeNB N 2.7 ]m Ir] WI 13E ]Y MI, 47A IK 1]n 15 97 N N . 3WeSIAI12e 49 n7 89 NB I11F N.1 17] a5.e e65 W.e tl6 31.a 3r 65 EB m 2re 43 a41 ]Sr MS 1E IDA ffi2 '121 175 1Aa 9.5E 161 a75 71I.T ]W 15A IH I" M] Imb ]I.B IN ¢1A Ml 1B.1' MI nA ]S HB ]M 75A ]31 31.1 ffi1 IIA ]Ir 1n1 391 ID3 M] 17.5 . mr ]m INN 1=1 253 ZrA m] 1n6 ET ir.1 Zb TABLE 16B Ancaerc T9Eh ax- 9tmtrNx 21EmoMa ieM nuv d1z1AMa F1IeN Yo b6MW[re] t; 1/6$9r1SC Y ym1.pFx¢xFk MPtea9il.pnw(e y181r61'`Ebo Ne1e-vm LlMe!yl Ar4rUor A w10w5W(PGiS1 )N 'v651 GBw1oMRaomv4Mlm ILFWG• 1 l. And➢rCBp Pepeme a-4 2L sre +,I v zM m o.N• am- Lr 16re[ 1M 1Je rT,e1 1.L,1.. m R mIN ) M2b NSSIWM m0 3MaRnA a"Min. .IWM9TaEmm " W M WrAW Ib 1N IM BW I6+ WEM [ l WMLdm;IRbN 101 BdG WA Ieflb WA IOE Ib 1]T Pe 1WY Ef BArclve6x.11'Min O.C.l01iaBAlWle dpl .]k 113¢M IIA®r W0M ]MEN x3Mh Nm BW roe WA I[S9W FIGURE 1: FI M FIGURE2' FIGURE 3 ANGLE CLIP (FIGURES 1-]) MUST BE USED IN PAIRS. TABLE NOTES: 1) SEESHEET 1 FOR INSTRUCTIONS ON MING THE TABLES AND SHEEP25 FOR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANUXPI OPENING WIDTHS IS ALLOWABLE 3) MULLION ANDMULUON UPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21.0. HOLES TO BE DRILLED M THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON BHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOQkTICNS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI W1 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH MSG OF 0.55. ALUMINUM SHALL BE 6f)63TSAND BEA MINIMUM OF AZ' THICK. STEEL STUDS TO BEA MINIMUM GRADE 33AND.045"THICK (18 GAUGE). STRUCTURAL STEEL TO Be AT THE MATERTHICKAND2 AALLRSINTO ONTO METALSHALLEXTEND. OR 410T33CRLW THREADB BEYOSID THE MATERIAL p108 pit PNGIOR31NT0 W000 MAY BE STEEL, i8d S.S.OR OO SS. CAP_ 3 FORMULA TO OBTAIN WE 'ANCHOR Y REQUIRED' CORRESPONDING TOAN PRESSURE REQUIREMENT FOR THE 3. WHEN R M LOWER THAN THE MULLID PRODUCT REVISED Bull t. lE�a'IM the Mild. No".. 17-0630.01 u,t,Wn. Pate 05/2612021 Y *: Na. 58705 T ;4 �i�So.A[ORIQP. [G��O: F7.000'-1 F-1.25m-i -1 1.000' �- � 1.00m r•- . '1� I-1.26E-I 25' 215m 2.75m a�r- .155" SAW11zOOm rsFs5• 25' L3]5' i.125 ` I -T I .900' 1 1'%YX.RS NULLIDN t•Xi-Xz75-MUUICN 1'XILTVXXSMULLION 1'%27SXlL'm MU11XIN 1'%3.115'X.SMUWON 12SX3.1B4X% MULLION 1QC%2.11'X.1 WLI10N 601ALUM. 6003.Te ALUM. 00B}TBALUN. 030}T6ALUM. E00}iB ALULL 606}TGAl.UM 008}TBAWM. XSECRON XSEOTON XSECTION %SECRCN %SECTION XSECTION %SECTION IKh,A .375' M.IN U'lTAN.,..a2.660'CTION a 1I L _J 6063OT ALUM. 60TOPME UM. T LIE TOPNEW O.C. O.C. .a1S IN. I I B I I I I OFFSET CLIP 6W MALUM TOWIEW 2126' U OTMUM B %SECTI6ECTIOV .12TT J .706' I E 1 S38'MW. A UL IP 8693T0 M. rowlEw CEMER OF ANCHOR HOLE MUST LIE BOUNDARY. DASHED RY. SEE SHEETS THE ANCHORO.C.O.C. DISTAN61 RHAXOLE MU ANCNORH DW ER:ANCNJR CWMETEq+1Hm. -11�.125' 2AW TION LL--! 12S ATE, MIN {- A r-_---�_-y •_ __ _________________ 2]GANOLE CLM 000YT8 ALUM ow Ew CENTER Or ANCHOR HOLE MOST LIE WHRIN THE CASHED BC ..`DISTANCE. SHEETS AN FORTNE ANCHOR DIAM C. DISTANCE. ANCHOR CANISMANCHOR HOLE OMMETER: ANCHOR DIPMETE4+1I1C. mull 0imension(sbeetD)R66:07 PGT PAdV Bud. Clip O&ret Gip 114CHp Angle Clip 1'XTX.12S(5 M6113M M1118M 6667A3M 666511M 1'X2 X.37S (6) 666174M 6681118M 666244M 668512M 1'X275'X.375'(7)666115M 6MI120M 656245M 666513M 1'X27SX.65m(B)66811&M SWI121M 655246M 666514M7"X3.125"X.SOOI'(9) 6661116M M1114M 666242M 666515M1.25' X3.18S X.266'(12) 6661117M 8661113M 665241M 666516M 1.WX21TX.12V(1B) WA NIA WA 666517M NOTES: 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSION0. RESTRICRONS GIVEN ON THIS SHEET. 2) SEE SHEETS S9,12 & 18 FOR SUGGESTED. APPROJONIATE HOLE LOCATIONS & ANCHOR O.C. DISTANCE. 3) SEE SHEETS 2-4 FOR GENERAL INSTALLATLON METHODS. TSPI F A D)munsion Value (In) For Mention: A 1.025 V X2- X.125' B 2854 Aiumblum Tube Mullion C 0.80 ❑ D74D A i7im B 04 2409 TXY XXS' AlurAnum The MMOon C 0635 D 0490 El 7.B]5 1'X2.W'X B 3.000 ,375AIuma C 0.T6] Tide ML11m, D 1.118 1'%2.75" X .850' Alumnum Tube Mullion 00 0 O 1'X3.125'X ,�. Alum Tube Mu0 J12 3] 3 ]7.26'X3.188'2 2 Tube Mull 62 126' X2.11' A 1.873 .121' At. Tube Mull PRODUCT REVISED pl .1m Na None. w'mem a o�e NOA-Nn 17.O630.O1 eaplrstion Date O512612O21 * /� No. 58705 11S X00` 116•.034• MULLION MMUON 60SAL fiUM %-SECTION ksSCTION 30•L3AYMULLON 6003-70 NUM. LSECRON --.991•—� 12i 1-xe•x.,1s ' T-MULLION 0053-TO ALUM ,3TS X-SECTION MM. 260 394' 100' vS2824• L^H A30' H 1.25'X3.9TX92C MULLION 600STSALUM. X-SECTION T40' �ry d3 1 j25' � F—.1TS' {T���yyyggqpRi�q§yyyTT}3 f3$ Ry 1 .125" sTANDAaocuP E 2000' I 6XSEMON ALUM I W-ISLAUY. N R B�SECFIOUN IP .ITS Z 1U 1zs•r 1 L o s mnr 3.1aS curxEREro --'� UREAlE F41m, SSE I DETA0. F.6HEEi1 I I I I I I} I I I I I I I I I i I I I I I I I j 1 1 NOTES: 1) HOLES TO BE GRIMED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GNEN ON THIS SHEET. 2) SEE SHFET5 la, 11. 1S-1 B. 19 & 20 FOR SUGGESTED. APPROXIMATE HOLE LOCATIONS. 3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. CENTER OF ANCHOR HOLE MUBT LI E W RWN THE pA4HED BOUNOARI'.SEE St�.Ef31620 FORTHE ANCHOR O.C. OIBirW CE MA1(IANY ANCHOR HO LE OU164TER ANCHOR D MM.ETER+ iNY. 37V XV CENTEROF A'CHORHOIE I MUSTUEWITHIN THE DASHED BOUNDARY.SEE F SHEETS IN17 — E FCRTHE F I ANCHORO.C. DISTANCE MA`OMUM PNCHOR HOLE OMMETER: ANCHOR DINIETERa1fiB'. I L_ F. BTANDAPOCIIP _MUBTLIE_ 600YT(IALVM. TOMB, OFFSETELF 605340 NUM. TONEW UCL3` 6093,16 NUM. TOPVIEN TART F C TABLE C. CONT. OlmentlOn Veu. Pn)PIX NWIIpn: Dimen¢Ipn Valua Vn)Fm Mulllpn: F 0 120 1 4'% .125' PJmnWm TuIu, WIS. F G LWB O.sao 116•X315' %A26' Alunlnum Tube MUllbp H I 2.680 SMO H 1 1.438 3.250 F &18T 1"X4'X .3]Y NUNntm Tube &'T F 0 2.US 1.125 1.25'X3.94• X.6TX' A Iuum Tlme MuIUJn G H I 0.R 2.db 3.am H 1 1.50D J.a50 F T150 1.ffi•X31Y X.100' AAmi1Mn Tube Mu06n F 2.813 3Y Ba Mug 0 H 0.760 1.BM F 2.575 AVBa Mug 1 3.250 TABLE D 2XAANGLECLP Mull Dhnentbn (sxeeltl) POTpad# Mullion SM. dip Ofttclrpl UClip Anowcup 7X0X.12Y(10) 69354 USSHIM 6001122M fi06241M 660516M PXPX.37Y(11) Sam 00S112M fifi611R3M 8062d2M 660519M i'%P X.RS'TN1I 1.T5.1L3.26'X.1EP(13) 1.26' X3.24• X.(aA(14) 66681 M160=12 2018120916 608111M 660112TA 6661120M 6661129M 0061124M Bfi01125M 666212M BFAT400M 0682411M 68881BM 66W115M 6663118M 1.2YX3.W XX.W 115) 20152 MOWN 0�1120M 660211M 000517M 300epae(19) 66649 WA WA WA 080S110M 450n.(M) saw WA WA WA OB83111M PRODUCT REVISED eacem 1&gwIMtA.FIOHJa B.IIZnB 4Be NGA-Np. 17-0630.01 E.pwtlon out. 0526/2021 31 *. N.. 58705 A. LV( FL Mull Dimenelon (shuetfl PET PSM1R Mullion Sid. Clip I U-Clip I Angle Cllp 2'X4"X.25•(,8) 66602 666101M BBB1]IM 6565112M r X6" X.25' (17) 66604 66S282M 668272M 6685113M NOTES: 1) HOLES TOM DRILLED IN THEFIIE D FOLLONANG DIMENSIONAL MEMC71ONS GIVEN WN IS SHEET. 2) SEE SIIEETS 1&17 FORSUOGESTED, APPROXIMATE HOLE LOCATONS. 3)SEE SHEETS2 MR GENERAL INSTALLATION METHODS. z000• WIN"MIN. 4.XV a60' rXvx M LLION ew6 "AWM. %SECTION 250• r--2000'--j rx6•xs MULUON ewB TBALUM. X SECTION i VMDARD CUP E 1UM k5ALUK S5CSECTION .315' £ MIN. £— STAVOARDCUP E 581 SE TOPNEW .3]6• r MIN. __ I I I I 1 I I I I __ ___ I I I L_______- I I I 1 1 1 1 I I I I 1 I I 4.866• I I I I I I I I I I I I I I I I I 1 5.4 I 3TANCARDCLIP 6 TSALUM. TOP VIEW U{LIP 2XSANOLELUP 5G6}T6 ALUM 5G5}T6 ALUM. 2.1IWIJT %SECTION 2.0I60' %SECTION L12S L .1251 i--,.4D0•-a --s.aoo• 37r MIN. _______________T. I I II I 1 I II aAW 375' MIN. 16-17 FOR 3]5• 1 £ I SASS' UL UCLIP 606}Te ALUM. USED TOR 2• X V MULLION, SHEET 17 TOPVIEW 2XSPNGLECUP MUSTUE 6G6"MUM. ]ARV.SEE T� US ANGLE CUP 605}TBALUM. TO MEW PRODUCT REVISED Buil.'19 g wIU, NO Florida NBA-Na.GBnnde 17-0630.01 .375• l.Gpl.tipo 04.05126120211 MIN. By mienv 6 rbeap * : No. Slims �i P.E. EXAMPLE 1n SINGLE VERTIC4 MULLION A. MULLION -sEE 8EE FFlyE+nRAiltl1 1 DETNLS. PRCDUCIS SHEER APP1wu xa 4 4 oEraU:, 9Ft79 24 H0mCHORS ���]S W WINTXIW GLL - FWLLMpiH EXAMPLE 2 MULTIPLE MULLIONS THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL MUR SIDES. THE WINDOW FRAME DEPTH IS DIM'. THE OPENING REWIRES A DESIGN PRESSURE OF+TS.NE01) PSF. 1) INTTA LY ASSUMING THAT 1- WIDE MULLION IS SUNABLE,ME MULLION LENGTH IS 72' AND ME OPENING WOM 1532'f32+P=84. REFERENONG SHEET 25. THE COLUMN USING RECTANGULAR LOADING MUST BE USED. SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST WE WINDOW FRAME DEPTH OF 21M'AND WILL MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+60.O1400.0 PER IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE ME NEXT LARGER SIZE AVAILABLE FROM TABLE M. SHEET 7, THE P X 2.75-X.375' MULLION (LENGTH ^ 72'. OPENING MOTH a TO -)MEETS THE DEPTH REQUIRED, HOWEVERTHE DESIGN PRESSURE IS+}58.3 PSF AND WOULD NOT BE SUITABLE FOR THIS APPICATION. FROM TABLE 4A SHEET 6.WE 1-X2.75' X.650-MULLION (LENGTH -72', OPENING WIDTH a 701 HAS A DESIGN PRESSURE OF+4727 PSF WHICH EXCEEDS THE REQUIREMENTS FOR WE OPENING MO MAY BE USED IN THIS APPLICATION. NOTEME MCIHORPACITY REW IREOW 08 UBS. ANUSE TABLE GLE MIPS 49 TO FWD WE ANCHOR TYFEANCHOR WITH(4)#12 ANCHORS HAVER PACITY OF 885 LB+�OUGHETIER ONE REQUIRED CWLD BE USED, TILE STOD ANDARD CUP IS FASIEN TGNM BOTH ME � PLL WITH (4)kI2 ANCHORS AND THE 2)(9 3) VERIFYTHE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH TH IS MULLION SYSTEM. THE LOWER DESIGN PRESSURE. OF NULUMS OR FENESTRATION PRODUCTS, WILL APPLY TO ME OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES MATME BOTH TIE MULLION AND ME FENESTRATION PRODUCT BE INSTAILEO IN ACCORDANCE W MME INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION IN THIS EXAMPLE, THE DESIGN PRESSURE REQUIRED WAS+/E0.0 PER TILE OVERALL MULLION SYSTEM WAS DETERMINED TO BE R7 PSF WITH AN ANCHOR PALRYOF 038 MS. ALTERMATNFLY, THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FORTE ENACT DESIGN PRESSURE OF PSF: (fi0 pSF)X( 635LBGBS)=S24.BLBS (MAYBE USED TO QUALIFY# 10 STEEL SCREWS FROM TMLE45) 2.] PSF THE BUILDING SUBSTRATE IS KNOWN TO BE CMU CRIME JAMWMD USES ACONCRETE HEADER AND SILL THE WINDOW FRAME DEPTH IS 23 ,THE OPENING REQUIRES DESIGN PRESSURE OF+SO.QL550 PER FOR WE VERTICAL MULLION' Z 4 Q z � 1) INITIALLY ASSUMING AT A T WIDE MULLION IS SUITABLE. THE MULLION LENGTH IS SP+7A+1.005' AND E OPENING WIDTH IB SE'+SB'+1 n'. REFEF:FNCWG SHEET 25. TH USED. SOON THE MJLUON TABLES FOR AMILLCM THAT IS AT MAST WWDOWFRAW DEPTHOF239'MIO WILL $a TIE COLUMN USING RECTANGULAR LOADINGSHALL. SHABE MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+50.0l-54.0 PSF. IF TIMETABLE GOES NOT SHOW THE EXACT SIZE, USE THE NIXT LARGER SIZE AVAILABLE. N J� d FROM TABLE 3A SHEET 7, THE 1- X 2.75'X.37S MULLION (LENGTH =108'. OPENING WIDTH =BO'WETS ME DEPTH REQUIRED,HOWEVER'ME DESIGN PRESSURE IS+I-15.1 PSF w 0- TL � N AND WOULD NOT BE SUITABLE FOR MIS APPLICATION. FRONLTAB JMSHEETI6.THE2'XWXSSPMULUM(LENGTH=IW.OPENINGWIDM=8T)HASADM!GNPFUESSNLEOF-N.?PSFWMCHEXCEFDSTHEMOUIREMENTS 0' FORTEE OPENING AND MAY BE USED IN MIS APPLCATICN. NOTEWEANCHOR CAPACITY REWIRED LLR OF S7I S. az 0m BECAUSE IT IBNOW MOM ME ATTMULLION WILL ADD 2-TO TILE MUM OFTHE MULLED UNIT.THE ADJUSTED OPENING MGM IS 35'+]fiY2aT4'. NOTT3'ASPREVIOUSLY A-'e 888 ASSUMED.VERHYTHATME DESIGN PRESSURE IS STLLAPPUCAEM FOR TEADJUSTED OPENING.ALTERNATIVELY. WEWWDOWWICTHS MAY BE REDUCED TO MAINTAIN T REVISED (3112-+35-12'+1'=73'J. WE73'DIMENSION2) USE TAME 12B TO FIND MEREANCHOR CMBE PE ED ME.CARETE RATE.TAKEN IN MISEXAMPLE, ASSUME THEPOURED 17-Ofi30.01 FmI.W. MUSUBE WMTYPE,HEANCHOR MULION CLITYAND GILL PRE e' WOE.IF THE MULLION CLIP WERE TO BE CENTERED WITHIN IME SACARE MUST BE CITY OF 1 50M AIN EWHI E FASTENER'S EDGE DISTANCE. CONCRETEST A CENTERED WIHIN CONCRETEHEADER ANCHORS ATAN EDGE DISTANCEOF 2-12'OIVES ANANCHOR PACTP7 OF 1050 LBS WHICH IS GREATER AND Dale 0512612021 UGING THE SANDARD CLIP WITH(b)3/1E"ULTRACON DARD C THEREFORE SUITABLE, FORME REQUIRED ANCHOR CAPACITYOF 071 LBS. FOR THE HORUONTAL MULLIONS: ro uu BECAUSE TIE VERTICAL MULL WILL BE A 2- X 4- X 250- MULLION, IN THIS EXAMPLE WE WILL MATCH THE HOPZONTALAND VERTICAL MUWONS, ALTERNATIVELY, ANOTHER ¢ MULUMTYPEWULDBECAHOSEN. IF 1) WE MULLION LENGTH IS 36' AND THE OPENING HEIGHT IS 3Z'+>T+Y-10T.REFERENCING MEET 25, THE COLUMN LEWISTRPPFZOIDAIJIRIPNWUR LOADING MAY BE R USED. FROM TASM J2 SHEET 16.ME2'X4'X.2W MULLION (aLENGTH e42', OPENING HEIGHT- 120U HAS A DESIGN PRESSURE CF+AITDB PSF WHICH EXCMDS WE REQUIREMENTS FOR ME OPENING AND MAY BE USED IN THIS APPLICATION. NOTE ME ANCHOR PACITY REQUIRED OF E21 US 2) WE TABLE I2BTO FIND MEANCMOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FORTEE WU SUBSTRATE. IN THIS EXAMPLE, ASSUME ME CMU lANOS ME B' i EDGE DISTANCE USING WE MMGM CLIPS WITH WIDE F THE MULLION CUP WERE TO BE CENTERED WITHIN THE W. GARS MUST BE TAKEN TO MAINTAIN TIE FASTENERS n �IHIIII 4) MR ME mup IN THE HORIZONTAL MULLION TO VERTICAL MULUON. USE THE SAME ANCHOR CAPACITY OF 521 MS. TABLE IM FOR ME U-CUP SHOWS TIE ANCHOR t1GENgF'':t '• I�P '= CAPACTTYIS 1074 LBS WHEN USING ]ANCHORS. WHICH ISOREATER,MLDMEREFORESUITABLE,.FORMEREQUIREOANWORPAOWV UIREM1IEMOF521LM.THE ND.58705 ANCHORTYPEISA#12STEELSCREW S�* *E FROM THE ABOVE STEPS. OUR MULLION DESIGN PRESSURE IS: +I3E.7 PSF FROM ME VERTICAL MULLION; 11-170.OPSF FROM THEW HORIZONTALMULLUONATTAOBNGMCMU; g+ ATTACHINGTO ME VERTICAL MULLION(INTERSECTION). NF '1J •,Ul 10 �, ATE ,J/T� �!(�/ AI N-170.O PSF FROM THE36'HORIWNTAL MULLION PRESSURE IS+/E4.7 PEP ANDWOU)DAPPLYTOALLOFTHE MULLIONS(LS] .FiOHIUP.�'G��: THE LOWMTDESIGN rc ,S770NAL,E�NIY��, VERIFY ME DESIGN PRESSURE OF ME FENESTRATION PROOVCTB USED WITH THIS MULLION GYSTEM.M'e LOWER DESIGN PRESSURE. OF MULLIONS OR FENESTRATION FINAL DESIGN PRESSURE REQUIRES MATME BCMME MULLION AND ME FEWSIIUYTONFRODUCTSE INSTALLED IN a ALS'NN114AL:.EDR, PE. PRODUCTS,WLLAPPLYTOMEOVERALLASSEMBLY. ACCARDMCEWHTHMEINSTKUMNSPECIPCATIONSINTORESPECTVESUMS TESMDFENESTRATXINPRODUMSTOMUWON. tOi FL P.E.B 58705 —�I I�r la m, LOADINGOF VcFTICALMIALON LOADWGOFVERTIGALMULUON SILLOFWNDOWSNOTANCHORED WRH INTERSECTNG MORI2ONTAI NNLLIONS LOAOINGOPWRTIGALMULLION LOADINOOFHORIZONTALMULLION SILL OFWINDOWS NOTANCHORED WITHINTERSECTINONERTICALMULUON P �1 LOADDOOR 13 NOT CAPTURED MULLION O LOARI EOTIN3 ORIZOMULLION MU PANEL OF HINGED OOORIB NOT CAPNREO ORANCHORfD WITH INTERSECTING HORRONTAL MULLIOP EXAMPLES OF TR4PEZOlOAI/IRMNGU Wi LOWING: DING OF HOR60NTALM, 1 �1 PIN / PW LOADING OF (2) HORIZONTAL MULLIONS I II 01, I 104 II I�,/� LOADINGOFVERTICAL MULLION HR �M1GnINI: 11C X(1RV11M41 M11111IIN LOADING OF HORDONTAL MULLION -. /_�PIll/m - - �. DINOOF VERTICAL MULL ' PW N 1 Y - m Z p U agyy a 0 0 ! 0 m LC SH10H S EEl &tea 4 PRODUCT REVISED piying IN Ne Flotltla BuilEinO coda xoA-Ne, �7-0630.01 EApimUPn Data 05/26/2021 LOADINGOFHORIZONTAL BY NMWON Mlo oPro uRl Gan4a NOTES. 1) DRAWINGS ARE RERESENTATIONSOFTYPICAL CONFlGURATIONs. CONFlGURATN)NSNOTSNOYM - MATBEE%TRAPOLATEDFROM THOSESHOWN. 2) IF THE LOADING TYPE CANNOT YLYN BE DETERMINED, USE RECTANGULARLOAOWG. ,,oN `�........ ''�C�, .i 3) SEE PRODUCTS' APPROVAL FOR No. 58ZQ5 t ACTUALANCHORLOCATIONS. 7 m :AO.(��1' d SCANNED BY amk St. Lucle County MIAMFDADE • DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 MIAMI-DARE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami —Dade County Product Control Section (In Miami —Dade County) and/or the AHJ (in areas other than Miami —Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the Hi elo ' urricane ne. DESCRIPTION: Series "PVV-701/620" Alunjinum Fixed Window - N.I. APPROVAL DOC NT: Drawing N . MD-620.1, titled "Fixed Window Installation Guidelines", sheets 1 through 10 of 1 , ted 04/1 , with revision C dated 06/06/17, 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 Acceptane a expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RA G: None. LABELING: Each unit sha bear a anent label with the manufacturer's name or logo, city, state, model/series, and following statemen : "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# 16-0629.13 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. Plasencia, P.E. NOA No.17-0614.10 Ma HMDE COUNTY Expiration Date: February 19, 2019 1 l o rb l Approval Date: October 12, 2017 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 03-1105.02) 2. Drawing No. MD-620.1, titled "Fixed Window Installation Guidelines", sheets 1 through 10 of 10, dated 04/12/13, with revision C dated 06/06/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system, Duraseal® spacer system, Super Spacer® NXTrm spacer system and XL EdgeTM spacer system at insulated glass, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11116115, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E. (Submitted under previous NOA No.16-0629.13) 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, and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum fired window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7212, dated 03/21/13, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No.11-1114.17) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-3834 and FTL-3847, dated 07/30/03 and 07/31/03 respectively, all signed and sealed by Joseph C. Chan, P.E. (Submitted under NOA No. 03-1105.02) Jorge M. Plasencia, P.E. Product Control Unit Supervisor NOA No. 17-0614.10 Expiration Date: February 19, 2019 Approval Date: October 12, 2017 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-51° Edition (2014) and FBC-61" Edition (2017), dated 09/14/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. TREMCO Part No. TR-14271E EPDM exterior glazing gasket complying with the following: a) ASTM C864 Specification for Dense Elastomeric Compression Seal Gaskets, Setting Blocks, and Spacers with Option II exceptions. b) ASTM D412 Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers - Tension of 1600 PSI. c) ASTM D395B Test Methods for Rubber Property - Compression Set for 22 HRS 158°F. d) ASTMD 624 Test Method for Tear Strength of Conventional Vulcanized Rubber and Thermoplastic Elastomers of 143 lb./ in. F. STATEMENTS 1. Statement letter of conformance to FBC-5211 Edition (2014) and FBC-0 Edition (2017), dated 08/29/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated 06/09/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal No. 16-1372B issued by the Product Control Section, dated 11/09/16, signed by Manuel Perez, P.E 4. Proposal No. 16-0125 issued by the Product Control Section, dated March 09, 2016, signed by Ishaq Chanda, P.E. (Submitted under previous NOA No.16-0629.13) 5. Laboratory compliance letter for Test Report No. FTL-7212, dated 03/21/13, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No. 11-1114.17) 6. Laboratory compliance letter for Test Reports No. FTL-3834 and FTL-3847, dated 07/30/03 and 07/31/03 respectively, all signed and sealed by Joseph C. Chan, P.E. (Submitted under NOA No. 03-1105.02) Jorge M. Plasencia, P.E. Product Control Unit Supervisor NOA No. 17-0614.10 Expiration Date: February 19, 2019 Approval Date: October 12, 2017 E-2 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBNHTTED Ct•! # YT131.7.y 1. Notice of Acceptance No. 16-0629.13, issued to PGT Industries, Inc. for their Series "PW-701/620" Aluminum Fixed Window - N.I." approved on 08/04/16 and expiring on 02/19/19. Jorge M. Plasencia, P.E. Product Control Unit Supervisor NOA No.17-0614.10 Expiration Date: February 19, 2019 Approval Date: October 12, 2017 E-3 GENERAL NOTES: SERIES 620 NON -IMPACT -RESISTANT FIXED WINDOW 1)THIS PRODUCT HAS BEEN DESIGNED &TESTED TO COMPLY WITH THE REOUIREMEWS OF THE FLORIDA BUILDING CO DE, 6'TP TO L INCLUDINGTHEHIC VELOCITYHURRICANEZONE(HVHZ). 4T BUCKYADTh 2) SHUTTERS ARE REQUIREDWHEN USED INWWOWRNE DEBRIS 44-1/4'NSIBLE REGIONS. LIGHT WIDTH 3) FOR MASONRYAPPLICATIONS IN MIAMIDPDE COUNTY.USE B, CHEEPS ONLY MIAMI-DADE COUNTY APMIOYED MASONRY ANCHORS, MATERIALS USED FORANCHOR EVALUATIONS WERE SOUTTHERN PINE. NIFTY C90 CONCRETE MASONRYUNITS AND CONCRETE i WITH MIN. KV PER ANCHORTYPE. IF UNITIS INGTALLED DIRECTLY TO 6U95ifiNlE. vIDWTwUtS DEPICTEDAS2%PRE I-1/2'T1ICN OR GREATER I%PND2%BU KS (WHEN USED)$HALL BE DESIGNEDTO PROPERLYTRANSUR f LOADS TO THE STRUCTURE. WOOD SLICK DESIGNANG WSTALLATON 6T9i RESPONSIBILITY OFTHE ENGINEER, (E0 1T ' OR ARCHITELT OF RECORD, (AOR). O.C. 5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL 8E BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFlGENT EMBEDMENT. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERSOFTHEFRAME. INSTPLlATK1NMCHOp$SH0ULD BE SEALED.OWMLLSEAJNCJFLABHING STUTEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE OME SYCTNERSAND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 6) WUL 1/T SHIMS MEREOUIRED ATEACH ANCHORLOWT YN W WHERE THEPRODUCTISNOT FSHTOTHESUS$TMTE. USE 6' B+{ SHIMS CAPABLEOF TRANSFERRWGAPPUEDLCAOS.WOOD MA%. SHEETS BUCKS, BY OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. TYP FI Al T) DESIGN PRESSURES' A NEGATIVE DESIGN LOADS BARED ON STRUCTURAL TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM SI W. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL TEST PRESSURE, FRAME ANALYSM AND GLASS PERASTM E1300. GUIDE TO SHEETS: C. DESIGN LOADS ME BASED ON ALLOWABLE STRESS GENERAL NOTES. ................ 1 DESIGN.AED. ELEVATIONS. ...... _..._............ 1 6)THEANCHORAGEMETHODS SHOWN HAVE BEEN DESIGNED GLNBNGDETAILS..._.... ............ 24 DESIGN PRESSURES ..... 24 TO RESISTTHEWNDLOADSCORRESPONDINGTOTME ......_... INSTALLATION, FIANCE._........5 REQUIRED DESIGN PRESSURE. THE 3MMSTRESS INCREASE INSTALLATION, EOVAL{EO..6 HAS NOT BEEN USED IN THE DESIGN OFTHIS PRODUCT.THE .... INSTALATION, TNT. FIN A..........7 1.6 LOAD DURATION FACTORWAS USED FORTHE EVALUATION ATMEMBILY B...........S NSTALOFANCHORS IWO WOOD. ANCHORS THAT COME IWO CORNE CORNERASBEMBLY CONTACTWITH OTHER DISSIMILAR MATERIALS SHALL MEET ........ E%TRUSION MOFLLES THE REOUIREMEWS OF THE FLORIDABUILDING COGS FOR ..............f0 PARTS LIST CORROSION RESISTANCE. .... ..... _.......... ...... .._10 9) REFERENCES: TEST REPORTS FTL3834, S81}6 M12; ELCO ULTRACON NOA; ELCO CRETEFLE%NON ANSIIAF&PA NDS FOR WOOD CONSTRUCTION ANC ALUMINUM DESIGN MANUAL. 10)THE 620 SERIES MAY ALSO BE REFERREOAS THE T01 COMES. TABLET: 4r BUCK WIDTH A -IW VSIBLE LIGHTWIDTH pESIGN PRESSURE RATING IMPACT RATING VARIES, NOTRATEDFORIMPACT SEESHEETSZ4 RESISTANCE 4S'8UCKWIOTH 45414'VISIBLE uoW vnoTH CMA%. r�u'�.11T. �2'MAX TB 9U HEI SHUT SHEETS E, SHEETT (3, SHEETS 96" }1 BUCK —r------- HEIGHT L 92-114• VISIBLE ]— tYMA%. / 9P114" LIGHT O.C. VISIBLE HEIGHT LIGHT HEIGHT SMA% n I D.C. I � ..fi• y FIGUREI: 2' C. 12'O.C. MAX / /MAXc r TYBce Ce alpllw SFeM 1 YW'T 3 vs' Rmp,ad 3 1M10'10 Y18'Tem 0.}IID'Ah-3116'Tempv 4 CGDESISTANDARDSUGED: .2017 FLORIDA BUILDNG CODE BEG), STH EDITION .2014 FLORIDA BUILDING CODE IUD), 5TH EDITION .ASTM E1300.09 .ANSVAFSPA NDS-2015 FOR WOOD CONSTRUCTION .ALUMINUM DESIGN MANUAL, ADM-2015 .ASI S100.12 .AI9C360.10 93-0/4' VISIBLE LIGHT 96" BUCK F. SHEETS nei SHEETS 2' TYP. EQUAL -LEG FRAME TVA. FIN FRAME ELEVATION ELEVATION (TESTED UNIT) (TESTED UNIT) SHAPES AS SHOWN BELOW OR SIMILAR. MAYBE USED BY INSCRIBINGTHE SHAPE IN ABLOCK AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SRE FROM THE TABLES ON SHEETS 24. ANCHOR SPACING TO BE S MAR. FROM CORNERS AND 12'0 C. MM, FOR ALL CURVED FRAME MEMBERS, SEE FIGURE 1, THIS SHEET. T- WIDTH—�{ WIDTH � ---WIDTH--{ I--WIDTH+-I 11 1 i I)11 11 L— —J I-�WIDTH )'- WIDTH--{ F WIDTH --I '-- WIDTH -y I Tr 7 0 O wyy a 1 1L— JI 1L J �WIDTH _� h- WIDTH --{ 'I-' WIDTH +{ F.- WIDTH —I Or L LIA OI i PRODUCT REVISED iR WiM Ole Florida BuOEieB . N04-No. 17-01514.10 JR-OB/OS/IT-UPDATEC .. ANCHOMGE TO FBC 2011. Window Design Pressure (+/-, psq forGlass Type i Lane Side n) 84-7/8 Be 92 06 100 104 108 112 116 120 124 128 132 136 140 1" 30 +100/-145.8 +100'-144.7 +1001.141.9 +1001-138.4 +iM-135.4 +1001-132.0 +1001-130.5 +1001-12BA +100/-126.8 +tOd-125.4 +100/-024 +1001-122.6 +1001-121.5 +1001-120.5 +100/.119,6 +100/-018.8 32 +1001438.3 +10N-131.7 +1001-127.1 +1001-123.4 +1001.120.3 +10D/-1/7.8 +10N-115.8 +100f-113.8 +1001412 +IDN-IIOA +IDD/-108.9 +1001AOM +1001-106.5 +lDW-105.6 N001404.5 +1001403.7 34 +1001-128.7 +10111-122.3 +1001417.7 +1001-113.9 +100010.1 +100a106.8 +ION-104.3 +100/402.2 +100/-100.4 +/.99 Nd7.4 +1.98.2 +/-95 +/-93.0 +/-93 +/-92.1 36 +ICOI.122 +10N-017.3 +1001-111.8 0001-108.4 +1001402.6 +/-09.7 +1.08.9 +1.94.4 +/-92.2 +/80.1 'd$8 +1188.6 +/.85.2 +/44 +/-83 +/A2 38 +1001-120.2 +1001-115.1 +100/-107.8 +100/-102.5 +/-90A +/A44 +/b1.2 +F87.9 +/-85.2 +/43 +/41.4 +/-768 +/-78.4 +/-77.2 +1.76.2 +/-75.1 40 +100/417.8 +1041-113.9 +100 0000.8 +100/-100.8 +/-96.1 +1.01.6 +f46s +/43.4 +/-81.1 +/-78.0 +1.76.9 +/-75 +/-73.4 +/-71.8 +1-70.3 +/48.8 42 +1001-1139 +1001-112.6 +10N-1062 NON-100.6 +7-05.2 +/49.9 +145 414&I 41-78.7 +/-78.1 +/q3.5 +/-71.2 +1A9 H47 +/65.2 +A834 44 +1001.110.5 +1001-109.1 +100/-006.8 +1001-100.7 +145.4 +/49.9 +1.84.1 +/40.8 +1.77.6 +1-74A H-71.6 +148.5 +/65.9 +/-63A +/41.8 440,8 46 +IGN-107.4 +10111-106 +I001404.3 +100/-101.1 +/-95.7 +IA0.3 N64.6 +/40.6 +1-77.4 +1-74 +/40.3 +/.87.2 +/63.9 +/-61.7 +140A +bS9 48 +1001-104.6 +1901-103.1 +10D!-101.5 +/-100 +/46.3 +/-90.6 1 +A45.2 +/41.1 +1-77.5 +1-74 W-70.6 +A68.6 +163 +I.01A +169.6 +146 50 +1001-102.1 +100f-100.6 .+/48.9 +1.97A +1A6 +/&1.4 +145.8 +161.6 +/-76.2 +l-TC6 +/-70.8 +/67.9 1 +163.2 +/61 +/d9.4 +/57.8 52 +169.8 +148.3 +/-06.5 +1.94.9 +/63.6 +/412 +/48.6 +A62 +/-78.8 +/-75.3 +/-71.6 +167.6 +/44 +/61.4 - 54 +1-07.8 +/-06.2 +144.4 +/-92.5 +/41.3 +1-00 +147.2 +142.4 +/-78.8 +1-75.8 +/-72.2 +/68.6 +/64.8 58 +ABS.9 +}94.3 +/-92.4 +/.90.8 +169.3 +/48 +/6&8 +142.7 +/-79.2 +/-76 +/-72.8 +169.4 0 58 404.3 +/-02.6 +/40.8 +/68.9 +/47A +/66.1 +144.9 +162.3 +/-79.3 +/-76 +/-72.8 y 60 +162.8 +/-01 +169 +W.3 +l65.7 +/44.3 +A83.1 +/41.4 +1.78.7 +1-76 62 +761.5 +/69.6 N47.6 y65.8 +/-84.2 +/62.7 +161 A N60.3 +/-77.5 84 +140.3 +/-8114 +/68.3 +164A +/42.7 +/61.3 +/-79.9 +/-78.6 66 +/69.3 +/473 +/-85.1 +163.1 +141.4 +/-79.9 +/-78.5 88 +188.3 +/68.3 0-84 +/62 1 +/602 1 +1.78.7 70 +,N8I +/45.4 +/43 +/-60.9 +1-79.1 72 +/46.8 +/40 +1-78.1 74 +A66.3 +1-79.2 78 +/65.8 78 M45 W82.4+1-79.6 80 +AS2.9 82 +/61.3 84-7/8 +1d8.4 NOTES, 1) RUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS. SUBTRACT 1-FROM THEPP-TO-TIP DIMENSION TO DETERMINE THE SUCH DIMENSION:' 2) FOR SIZES NOT SHOWN, ROUND IlP TO THE NEXT AVAIIABLE SHORT OR LONG DIMENSION 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FI ITHIN. TABLE DIMENSIONS MAY BE OW ENrEO VERTICALLY OR HORIZONTALLY AS SHOWN. LONG SIDE I+- LONG SIDE �" I SHOTRT A 1 1 SIDE SHORT L SIDE Ir.- LONG BIDE -r� BHS SLOE L j LONG SIDE Ed �F•- USED AT CURVED FRAME MEMBERS ONLY @ 11-W O.C. MAX EXTERIOR GLASS TYPE 1 i 5w GLASSBITE GLASS PRODUCT REVISED Bui...P= wII No Flo>Itla .N.. 17-0614.10 JR-061OW17-ADO ED .. ADDITIONAL SIZES TO TABLE. m Y U A m .,,y N U N Q O � wPo N m o o ^ LL ? Fe xaD6 O Z 0 sw UUd 0a J o J. T W U=` o >'< = Z O m g LL o N W 1» ®R Z 0 K m € O w ¢ Z e,ds �i 0 Z n O X W a LL O eN11 '»W >e -16q, -7 Window Design Pressure (M-, psry for Glass Type2 Long Side (in 84-7/8 Be 92 If 96 A 100 104 100 112 1 116 1 120 124 128 132 136 140 144 30 +1001-745.8 +100'-144.7 +100/•143.4 PRIOPTT2.2 +100/-191.2 +100/440.2 +10N-139.4 +100/-138.6 +100/-137.8 +1001-137.1 +100t-136.5 +100(-135.9 +100%135A +100/-134.9 +1001.134.4 +100N34 32 +100/4386 +1006137.5 +1001.130.2 +100/-135 +1001-133.9 +700/-133 +10Y-132.1 +100/_131.3 +IOW-130.5 +10-129.8 +100/-129.2 N001-128.6 +10Y-128 +100AIZ7.5 +1001-127 +1001.120.6 34 +1001-1324 +lDN-131.2 +10W/129.9 +100%128.7 +1034127.6 +1001426.6 +10d-725.7 +1001-124.8 +100/-124A H004123.4 +100/-122.7 +100/-122.1 +100/421.5 +100/421 +1001-120.5 +100/-1201 36 +1D0/-126.9 +1001-125.7 +1001-124.3 NDY-123.1 +100/422 +1001-120.0 +1001-120 +100%118.1 +IOW-118.4 +ION-117.6 OW-117 +100/-116.4 +100/-115.8 +100/A15.3 +100M14.8 +100/-114.3 38 +100/-1221 +1001-120.8 +1001.119.4 +10W.118.1 +1014117 +100/-115.9 +100%115 +100/-114.1 +1001-113.3 +1011-112.6 +1001-111.0 +10CI.M.3 +1001-110.7 +100/410.1 +100/-108.8 +700/-107.6 +100/-017.a +tOW-116.5 +10W11 +10W112.5 +100%111.4 *1001.110.5 NOOI-109.8 +10W408.8 +tOv-107.7 +100/-105.5 +10W-103.4 +10a-m2 +100/400.e +/99.4 +/SB.2 42 +1001-113.9 +1001412.6 +1001-1 1.1 +100%109.7 + _109.5 +10D/407.4 +IW-106.4 +100/-105.5 +7D0/-103.5 +1001-100.9 +188.7 +146.6 +144.9 +/-93.2 +/91.8 +190.1 +100/44.5 +10N-1D9.1 +1001-107.5 + N00/•107.8 +100/-103.8 +10N-102.7 +100/-101.8 +145L2 +198.1 +/93.6 +190.9 +1.8a.7 +/-88.s +1.846 +/.83.2 46 +100%107.4 +10W-106 +10W-104.3 +10d-102.9 +10a/-101.6 +100/-100.5 +/9A4 +198.5 +1-96 +192.5 +/99.1 +/d6.3 +/.637 +1.81.8 +/-80.2 +/-78.8 48 +1001-1048 +1001-ID3.7 +1001-101.5 +/-100 +/98.7 1 +/97.5 +198.4 +/95.5 +/94 +1-89.8 +1A62 +193 +/AO.B +/48 +/-77.1 +1-75.3 50 +100/-1021 +10W-100.5 +/98.9 +497.4 1 +/96 +/b4.6 +193.7 +1-02.7 +1-91.8 HA8.7 +/-99 UA1.0 +/-79.1 +1-76.7 +1-74.7 +/-72.6 52 409.8 +/98.3 +/46.5 +/-94.9 .+/-83.6 +/92.3 +/91.2 +IA0.2 +1-69.2 488.4 +1.83.8 +/-90.8 +/-78.2 +/-75.6 54 +147.8 +/96.2 +/44.4 +/.92.8 +/91.3 +/90 +/-88.9 +1-87.8 +/-ed.e +/-68 +1-84.1 +/90.8 +/-77.6 v 56 +/45.9 +194.3 +/42.4 +/90.8 +/-89.3 +148 +146.8 +/95.7 +/94.7 +193.9 +193 +/-81.2 m 58 +1-94.3 +/92e +/40.6 +/-88.9 +187A +/-88.1 +IA4.9 N93.8 +/-82.8 +191.8 +181 y 60 +/42.8 +/41 +/89 +/-07.3 •/85.7 +184.3 +/83.1 +/82 +/-80.9 +I.80 62 +/97.5 +/888 +/87.6 +1-85.8 +184.2 +/82.7 +/81A +180.3 +/_79.2 64 +/.80.3 +148.4 +/86.3 +144.4 +/82.7 +/81.3 +1-79.9 +1.78.6 fib +/89.3 +/87.3 +185.1 W83.1 +/81.4 +1-78.9 +1.78.5 68 +/88.3 +186.3 +/44 +/82 +/80.2 +1-78.7 70 +/87.5 +185.4 +/83 N80.9 +/.79.1 72 +146.8 +/84,6 +182.1 +140 +1-78.1 74 +/86.3 4hus +/81.4 +/-78.2 76 +185.8 +183.4 +/80.7 78 +/85.4 +/829 +/40.1 SO +/85.1 +/825 82 +/84.9 84-7/8 +184.9 TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLYAS SHOWN. LONG SIDE F- LONG 810E SSIDR SIDE L SHORT SIDE f DETERMINE THE DUCK DIMENSION. LONG SIDE �-- LONGSIOE Ed SHORT y SIDE L -4 GHDR7 SIDE USEDATCURNEO FRAME MEMBERS ONLY ®11-7/B° O.O. MAX. EXTERIOR a GLASS TYPE 2 TEMPERED GLASS Eta - GLASS SITE PRODUCT REVISED plylnp wIN tM Pladda BuilEin9 Ga0 uoq-ua. 17A814.10 JR-Mall7-ADDED .. ADDITIONAL SIZES TO TABLE. 4 m y U z a W nay 0 a 0 11, :D t4 X N OLLo Z mS. e ULL W oa m o � >� O c 8 0 w 5 w J LL O Qm F ® y � 2 K y Z 0 Z °leas O y ? a N 0 W 25 w a LL ❑ °P1 'aa0 aaNaS. type 3 Long Side in 84-7/e 88 92 96 100 1M 108 112 116 120 124 128 132 736 740 144 30 +1W1-145.8 +10M-14d.7 +100/-143.4 +100!•1422 +10M•141.2 +100/-1402 NOM-739.4 NOD/-138.8 +700/-737.8 +tOW-737.1 i100%136.5 at001-135.8 N00/-t35A +100/-734.9 +10W-734A +100/-734 32 +1001-136.8 +tON-137.5 *700/-138.2 NON-135 +t00F133.B N00f-133 +10d•t321 NDOf-131.3 +100/-130.5 +100'-1�.8 *100/-129.2 +100-128.8 +tON-02B +1W7-127.5 N00%127 +100H28.8 34 +10N-132.4 +10N-131:2 +10N-t28.8 +70N-128.7 +tON-127.6 +100f-726.6 +10N-125.7 a1D0%124.0 a700%124A +10N-123.4 NON-12Z.7 +106'-122.1 N00/-121.5 +1001-121 +10N•1217.5 +100f-120.1 36 NON-12B9 NON-t25.7 N00/-17A.3 +10N-123.1 +100/-122 +tON-120.B +100/-120 HOOF-/19.1 NOD/-118.4 +tON-117.0 NON•117 NON-178.4 NOD/-115.8 +10N-115.3 NON-114.0 +100%tid.3 38 +100/•1221 a10N-120.B +1W1-118.4 +700/-110.1 +100/-117 +700/-175.8 +tON-715 +tON-t14.1 +700/-113.3 +106'-112.6 +10N-117.9 N00'-711.3 NON-170.7 +10N-110.1 +tON-108.0 +10N-108.7 40 +100/-117.8 NON-118:5 NON-115 a7OD/-113.7 NON•112.5 +100/-111.4 +1DO/-110.5 +tON•tO9.6 *700/-108.8 +f00/-f08 +10N-iW.3 +10N-1W.7 +10N-108.1 *100%105.5 +100/d05 N00/-104.5 42 +tON-113.8 +10N-1128 +tON-117.1 +100%109.7 a70N-1W.5 a100(-7f77.4 at9N-tos.4 a10N-105.5 +iW/-104.7 +10N-103.9 +1001-f03.2 +1Oa•102.5 +100f-101.9 +1001-f01.4 NON-100.8 NON-900.3 46 +tON-110.5 *10N-109.i afON-107.5 N00%108.1 NON-704.8 N00%103.8 a10N•1027 rtON-101.8 *100%101 NON-100.2 a/98.5 +1-98.8 +/58.2 +1-97.8 N&7.7 +A9B.6 68 *10N-107A +10N-108 N00/-104.3 +100/-102,8 +1pN-101.8 +1001-100:5 a/.88.4 +1-88.5 +/.9/-8 N-9B.H N-B8.7 +IbSA +1�84.H +1-942 aFB3.8 +/$3.1 48 +10N-104,8 NON-103.7 +1001-101.5 +1.100 +1-98.7 H-97S +/$6.4 +/$5.5 NS4.8 N$3.B +/$3 +182,3 +/$7.7 +/-01.1 +/-90.5 +/$0 50 atON•f027 +10N-100.6 +/$8.B N-97.0 +/SB +/y4.8 +193.7 +!$2.7 +1-91.8 +150.8 +!$02 a/-eg,5 +1A8.8 +/-88.2 +187.7 af$7.1 62 +/$9.8 +/-0B3 a/a)&5 +/-94.e a/b3B a/g1.3 +IE7.2 N.80.2 - N$9.2 +/$0.4 a!$7,8 +/J3B.8 +!$6.2 a48i6 i. 54 +/$1.8 +l4362 af$4.4 +1-92.8 *1-91.3 +/$0 +1-889 +f$7.8 a/-0B.B N$e H$52 +/$q.5 r!$3.8 58 +/-85.9 +/43A.3 */A2.4 N90.8 +!$8.3 a/$8 +/4i8.8 +/$5.7 +/-84.7 +/-83,9 +/$3 +f$23 m 58 +1-94.3 +/b2:6 N$0.0 aA88.B */$7.4 +/$8.1 +1$48 a/$3.8 +/-82.8 a!$1.8 N$t y80 +1-93.8 a/$t +l$9 o1-87.3 +!$5.7 +/$q.3 +F83.1 +/$2 N•BD.B */-80 62 +/$7.5 +/$8.6 +/$7.8 a/-85,8 +)$4.2 +/$2,7 +i$7.4 +!$f1.3 N-79.2 64 +/-80:3 +f$84 a/$6,3 +/4TQ4 +/$2.7 N$1.3 +1-788 a1•78.8 efi *1$9.3 +/$7.3 +i$5./ a/43.1 af$tA +/79.g a/•78.5 88 a/436.3 +1$83 +I$4 +1-82 a/$02 a1-78.I 70 +/$7.b +!$54 +/-83 N-BD.B N-79.1 72 +/-86.8 +/$q.8 +1$2.1 +/$0 *1-78.1 74 +/-68.3 a1-830 N$1.4 _ N-79.2 eD ar$5.1 N$zs 82 *!$4.B TASLE4 NOTES: 1)BUOK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT P FROM THETIRTO-TIP DIMENSION TO OETERMINETHE BUCK DIMENSION. 2) FOR S USNOT SHOWN, ROUND,PETO THE NEXT AVAIL NSLE SHORTOR LONG DIMENSION. 131W NOM. 3)FOR ARCHRECTURAL WINDOWS. FIND THE SMALLEST WINDOW SIZE INTHE TABLE ABOVE WMCHTHE OVERALL DIMENSIONS COMPLETELY FIT WTIHIN. GLASS STACK 1 3I18• TEMPERED 3V 8 --TL'' 711VAIRSPACE L1S• TEMPERED GLASS TABLEDIMENSIONSLLY R } 5 12 ORIENTED VERTICALLY DR HORIZONTALLYA9SHOWN. U6EMBERD AT S ONLY FRAME MEMBERS ONLY 29 SS ID LONG E LONG ®f1-]IS'O.G MN(. GLASS SRE SIDESIDE �- LONO SIDE -�- r^ LONG SLOE -rl 1$ SHORT 1 SHORT {• EXTEMIOR 7ST8 21 13 SIDE SHORT I 61`E Y� SHORT GLASS TYPE3 61tlE F" L_ u SIpE Window Design Presatre (H-, psi) for Class 17.0614.10 EvploUvn Dv1a 02118/2D1900 JR-06✓06/17-ADDED ADDITIONAL SIZE6 TO TABLE, S 1 s � a N u ❑ � p N tT7 N +IV (On K � N pMgp$ z=O W ❑ ❑ J O Z B S Wa w-m a g LL g � O a r ❑ w z o a X W a IL ❑ A!➢ 'ko0 �?ue5 EDGE DISTANCE INSTALLATION TYPE A WINDOW I WERIOR BUCK HEIGHT WINDOW HEIGHT VISIBLE LIGHT HEIGHT= WINDOW BUCK HEIGHT- 2a14' NOTE 2. I=ENT (E.GE TANCE �MAK SHIM 1 SHIM CONCRETFJCMU PER ANCHOR REQUIREMENT 114•MAI. BRIM —� STEEL SELF-DRILUNGSMS (05), SEE TABLE 5, THIS SHEET INSTALLATION TYPE C — EMBEDMENT INSTALLATION METHOO.O IN TALLATI UNDERNEATH CHOR UNOERNEN ANCH THE BEADING EXTERIDR MIAMI-DADE APPROVED MULLION (SEE SEPERATENOALALUMINUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLES,THISSHEET SEENOTE2, TTP. ANCHOR TYPE, EMBEDNEI EDGE DISTANCE PER SUBSTRATE, SEE TABLE S,THIS SHEET E ERIRIOR \ ' 12 " VISIBLE LIGHTWOTH- _^ IMNUOW BUCK WIOTH- 2-M4• L INDOW BUCK WIDTH TIP-T0.TIP WINDOW WIDTH HORIZONTAL SECTION A -A TARI F.4 PRODUCT REVISED gg raM the Flodda BBIItltnB otle INSTALLATION EMBEDMENT NI1T-0614.10 TYPES Enpinuon Date 1912019 CKSTRIP. S SHEET � By / - N9am atle uc! e PERANCHOR REQUIREMENT 9uMlae MIn Edge GINniKa LUn.Em4Emem Mad O.C. U'.N dl2oriHd d10668<mx P.T. SO 12" AI um WEILNmll 375 1 ASS skel 'IV 0.06J-' 12' Bid. 31W. GE J3 min 3/s' O.WS' 19 De IT' 012 eM4 Steel Sieve (05) P.T. Sgtlhm Plna (SG=0.55 &18' 1 /r tY AIvm4Y Tli INn. 3/S O.os]• • tY ASS skel 12' 0.00]'• tY Sled Btltl, Gr. 3f min L 0.E06' IB Ge 1Y fld'61089 CIak n2mu 2.1 1-i14' IY Conarek nda hna h 4STM.10 Na0 D 1. ' 1314' 1Y V4'ated UIlec4n (Mart@ 2.B5 kaB 1" 1rYd' tY C4rzak 0Nn.2.65ke1 2.17 1318' 1P' U Nad CMU, 8TM G60 b112' 1d14' 1Y ..e. CMU (A8TM COD uU,'(A 2. .1-YC 1Y 6'18'Steal UlDa<on kCK t-IR 1-M4" 1Y doted T ORUhE CMU A9TM C80 2.112 1.Ld" 1Y �t/4' MAK SHIM • MIN. OF S THREADS BEYOND THE MEFAL SUBSTRATE. L'UNGROUTED CMU- VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. —L' WSTALIATION NOTES: ix BUCKSTRIP. SEE NOTE 2,711I55HEET SEE NOT ).USEANCHORS LISTED ONTHIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCECE LIMITS. CONCRETE PER 2. WOOD BUCKS DEPICTED ON THIS SHEET AS -Jr. ARE BUCKS WHOSETOTAL EMBEDMFNT - ANCHOR THICKNESSISLESBTHMVI-iR".1%WOODBUCKSAAEOPTIONPLIFUNBCANBE ' REQUIREMENT INSTALIEDDIRECTLYTOSOUDCONCRETE, WOOD BUCKS DEPICTED AS•2K ARE 1-lQ"THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OFWOOO BUCKS • TO BE ENGINEERED BY OTHERS OR AS APPROVED BYAUTHORIW HAVING EDGE INSTALLATION TYP.ANCHORTYPE,EMBEDMENT JURISDICTION. DISTANCE AND EDGE DISTANCE PER 6, FORATTACHMENTFMENTTORTTO THE BE OFASIZE TYPER SUBSTRATE, SEE TABLE 5, THIS SHEET INDOWURALMEMBERSHALL TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME, VERTICAL SECTION B-B APPLICABLE.LOWER DESIGN PRESSURE FROM EITHER WINDOW OP MULLION NOAAPPLIESTOTO WHOLE SYSTEM NOA EDGE OISTAMI Metww Min Fa Min. Fa SONS B21e1 12DINM d1050er 90ke1 110ksi EIro UMe laid) In kei 41055EIC00�0 12T4k1 18i 9MTTSAomhlm 181d1 22kD A306tw 30M aksi 5T33&1 StW 33b1 0.5ksi NO CHANGES THIS SHEET, LID m y U aln0 LiN 4p1 D.' N Om 22 O YJ. O EE dB " Z m W o p � IUu y�Vj1 mD mZm Z O JJ = O m 6 O m y F IcavS J Sr � aloes Z Z LL LL vl!'l 'avail aava5 PRODUCTREVISED 2XW000BUCKSTRIP EDGE _ ORF2.THISBEE DISTANCE NOTE 2. HISSHEET INSTALLATION TYPE G EMBEDMENT INSTALLATION TYPE F 1X WOOD BULI(STRIP, SEE NOiE 2, iFl13 SHEET EMBEDMENT Building lCotla nn 4NO Flom, NOAJ4a, 17-0614.10 EyPlrNba Date02/19/2019 BY--> INSTALLATION EMBEDMENT MA%TYP.ANCHORTYPE,EMSEDMENTAND SHIM F--;6 EDGE DISTANCE PER SUBSTRATE, SEE TABLE 6, THIS SHEETDISTANCE SEDGE TANEDGE Mlami-Datla due afroTYPEE DISTANCE 1 EXTERIOR WINDOW BUCK HEIGHT VISIBLE LIGHT TYP.ANGHCRTYPE, �EMBEDMENTANDEDGE �•l -• DISTANCE PER SUBSTRATE, SEE TABLE 9, HIS SHEET IEDATGURWO FAME MEMBERS ONLY 11-7WD.C. MAX SHIM STEEL SELF-DRILUNGSMS IDS) SEE TABLE 6, � HIS SHEET PERANCHOR REQUIREMENT y.3�. INSTALLATION TYPE H EXTERIOR v MAMI.DADE APPROVED MULLION 21,y/tl�) (SEE SEPERATE NOAJ ALUMINUM, v STEEL BEE TBLE6,HIS SHEET FRAMING OR STEEL SESD. AA EXTERIOR 12 4 III 15 NSIBLEUGHTWIDTH= WINDOW BUCK WIDTH- 234- wWDoweutK WDTH HORIZONTAL SECTION C-C CONCRETECMU PEAANCHOR REQUIREMENT Ancfar B.Ind in Mh Ed, BIBS.. Mtn. Embedment Max O.C. B akU 912 ar}14410583omw 91W imam' 1T AMmImm. min 6' 0..- 1Y ZT5 A3B SMeI 3/6' u.— • 1T stw stad Br. 33 min we. QO4' HS Gn 1T 02 er M4 Steel 9crew(G5) P.T. SouBmm R. SG=aW) WIT "IF 1T A=.o Wb}T5 mT. wr 0.8S4• 1T A36 Skal Y' 0.063' T 61eal Sl Gc33min 31V 0.0A' is an IT 1/4'd1089 GeleF4n rambled CMO; MSIM N>o) 2-1IY 1-1M' 1T CanamM(avlm 3.35 pep 1" 1S/P IT I/4'91mt Uhaeen Comreb Mn265bB 1. IMF IT (lrorele (Mn &65ke17 2-IT 1.M' 1T Urpmtped CMU, TM C90) b1lY 1-11d' 1 12' GmuM4CMU ABT .1/Y 1SI6' 1T 5118. 91nl UXNlmn CM5si) 1/ IY' GmuU4 CMU,(ASTMCC90 2/T I It2" MIN. OF 3 711READ6 BEYOND THE METAL SUDSTM1 e. INGROUTED CMU' VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. 1 1XWOOD BUOKGTRIP, INSTAUATIONNOTES. SEENOTE2,171HISSHEET 1. USE ONLY ANCHORS LISTED ON HIS SHEET. FOLLOW EMBEDNENTAND EDGE DISTANCE LIMITS. . CONCRETEPER EMBEDMENT ANCHOR 2.WOOD BUCKS DEPICTED ONHIS SHEET AS`IX',ARE BUCKS WHOSETOTAL REQUIREMENT THICKNESS IS LESS THAN I -In'. 1XW000 BUCKSAREOPTIONALIFUNTTCAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTEDAS-TX' ARE • 1-IW HICK OR GREATER.INSTAWATION TO HE SUBSTRATE OF WOOD BUCKS TO INSTALLATION BE ENGINEERED BY OTHERS ORAS APPROWD BYAUHORITY HAYING BE TYPEF I,-••— EDGE TYP.ANCHORTYPE,EMDMENT DISTANCE —� AND EDGE DISTANCE PER JUWSDICTION. SUBSTRATE, SEE TABLE 6, THIS SHEET 3. FOR ATTACHMENT TO MMETAL: THE STRUCTURAL MEMBER 51A1-BE OF A SIZE TO VERTICAL SECTION D-D PROVIOEFUU-SUPPORTTOHEWWDOWFRAME C PAPPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOAAPPUES TO WHOLE SYSTEM. Minnow Min. F, Mh F„ SeN Suety wRi Mind 410SDnw mium 110ksi Ekoub.0a10 imimi 177kd 41OSS EIWCmtOlnud, IVA 1¢1 181 009}TSNlminun TO— 22k9 A3B Slnl Nkc[ wk. W 33 StnJ SINd 33 ks1 d k5 NO CHANGES THIS SHEET, p ul a Y U E a IY N U N O w N w °m G� o u ZLL n Fj' W UU< d e O F Z (9 �a n�m d 0 o oz O g o 0 �J F � tD m z laay3 a 3 Z Z w GQj 7 O a LL W .11g '>'>D cew5 Na. E3705 i _ . BA�Pf•t-- r P.E. INSTALLATION TYPE EXTERIOR a WINDOW BUCK HEIGHT MSIBLE LIGHT 2JT4• INSTALLATION TYPE J EMBEDMENT 1X WOOD BUCKSTRIP OR FRAMING, SEE . NOTE 2. THIS SHEET EDGE EDGEEDGE f oisTawcE ,/4'MAX SHIM EMBEDMENT L i/4'MAX. SHIM - INSTALLATION TYPE L ..--..{ #1NGSMS S(G4S WNGSMS (GSk SEE TABLET, THIS SHEET rA INSTALLATION INSTALLATION TYPE J TYPE K 1I4 MAX EDGEDISTANCE SHIM 9(W000 BL, KSTRIP 21TWOOD BUCKSTRIP a OR FRAMINGSEE OR FRAMING SEE NOTE 4 THIS SHEET NOTE2,THISSHEE7 TYP.ANCHORTYPE,EMBEOMENTANO EDGE DISTANCE PER SUBSTRATE. SEETABLET,THISSHEET S EMEEGNENT EXTERIOR 4 12 VISIB T� WIND WBUCWIDTH= — +° V 1 _ WNDOW BUCKWIDTH-234�11I WINDOW BUCK WIDTi HORIZONTAL SECTION E-E EDGE DISTANCE D(WOOD BUCKSTRIP II MrSWOR ORFRAMING,SEE J n NOTE2,THISSHEET V MIAMI-DARE APPROVED MULLION �1/4'MAXSHIM (SEE SEAGRAM NOA), ALUMINUM SEE STEEL SEE SUBSTRATE PROPERTIES. TABLE 7.TH19SHRIFT I� EMBEDMENT p VERTICAL SECTION F-F EDGE DISTANCE I_ TABLET Anchor 6ubetmte Me1.EEBe Oletence Mex.O.C. Good. 2- Y x .113- Box Nap P.T. Soulhem Pine GmO.55 T 5' 2-1M'x.t Sl' Common Nell P.T. S,, em Pno(SG=O. ) 1. 2-lGF,I45•RooAn NeB P.T. Soulhem Pine SO=D55 SIB' S' 010x 1' S1eal SPcoF P.T. Southern Pine (5G=p.55 1/T B' OD83"Numinum,WS't-i5 min. W18• 5' 1/1C A35 Steel 0.015' t80a Steel6tW, Or. 33 5/i6' 4 'MIN. OF]THREADS Mh A Mm, Fx Min F„ Oea chn 921¢i 120k5 B�iTSApvnmwn Saks 22 k@ A,B SI 38 ks Seks a. 33N®Iswa 3Bksi 4sksi THISSHEET INSTALLATION NOTES: 1. USE ONLY ANCHORS USTEO ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE UMRS. Y. FOR ATTACHMENT TO METAL THE STRUCTURAL MEMBER SHALL BE OF SIZE TO PROMDE FULL SUPPORTTO THE W NDOW FRAME. 3. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOAAPPUES TO WHOLE SYSTEM. NO CHANGES THIS SHEET. E n y U v O o z LL ro ^XU Z J D umdp U LLi o e a N wo Lzv �� 9 o oZo z O F 5 LL 0 J Q I, 'd ® T~TI r=+. 2 Z O g Z 6 z J Q 1m5 N w O 3 N z w LL LL +N'1 'e�p eyq PRODUCT REVISED 'll 2XWCOOBUCKSTRIP EDGE OR FRAMING . SEE DISTPNCE NOTE 2.THISSHEET INSTALLATION TYPE INSTALLATION TYPE N EMBEDMENT Building One. ing Hells FlosltlA NOA-No. 17-OGI IO erplretlon Data 0?/19/20T 9 INSTALLATION TYPE EMBEDMENT �l EMBEDMENT L� 114'MAX SHIM a 2X WOOD BUCKSTRIP 1%WDOD BUCKSTRIP. SEE NOTE2,THISSHEET By i Mlaml- PYo umt mnim Oft FMMING SEE �SHIMA% NOTE 2. THIG SHEET TYDANCHORTYPE, MO 4 S SHIM RSEDMEM EDGE ONSTAGE PER SUBSTRATE SEETABLEB.THISSHEET TYP. ANCHOR TYPE EXTERIOR a WINDUW BUCK HEIGHT VISIBLE LIGHT INSTALLATION TYPE N EDGE DISTANCE ILIILIIIIIII T-CCN.-LLTEjCMU PERANCHOR REQUIREMENT �u- INSTALLATION TYPE O STEEL ELF-DPALUNG SMS (G5),SEE TABLE 8, THIS SHEET VIUGHT WIG WNGOW B BUCKWIDTH-2- -Y31P \MN'DOW SUCKYAOTH HORIZONTAL SECTION G-G T Y.AIVt -X 11 �1r1 EXTERIOR EMSEDMENTANDEDGE DISTANCE PER SUBSTRATE, `�I s� SEE TABL£ B. THISSHEET MIAMIAAOE APPROVED MULLION SHIM (SEE SEPERATE NOA), ALUMINUM, �1/4'MAX STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, T TABLE B,THIS SHEET LDISTANCE CONCRET PE R. HDIREME R REQUIREMENT EXTEPTIO RR v MONv Subrtmie Mi. Edge CeMnm I MN. Embedment Mee. O.0 B In 012 OTM4410 SS Some P.T. Seulbem PNe G•0.58 W18° law 4.l' Almnimm� fd8}T5 min WT 0.003'• 4.r ASe Sleel LB° p083• 4.r Steel SWtl GC Amin. We 0.045' IBGe • 4.r N12a Mmcc1Sd.w(GS) P.T.SoWIem Plne G•U.56 Sry8• 1-318• 4.r AsminwL Mild Nn 3I8• 0.00l- 4.r A38 Sit. 310' 0083•• 4.r sled sntl Gr.Amm. 31W D.W 1BGe • 4.r 114"410 BB CmMP6e U vied CMU. MW CSC) 2-112' 1-1/P 8.1• Con a m14. 0.05 hs0 1• 1-314• 8.1• IA[Aosn Gnvele min. 2.85 kei 1' ia1 B.A.114°SNeI OAncn!fe,o2.SSksI) 2.1/7 lawB.1" U mined CMU AS1M G90 2-lIT 1-114' ..1" GwIad CMG AS1MI Cp0 2-ilY 1�4• 8.1- M18'SteelUltre9on Cnnuete mM. 9.5 Ne 1-II4' 1316' 8.1' Gmeled CM DIC.) 2-1I1 1WI4' 8.1° 1X WOOD BUCKSTRIP. ' MIN.OF S THREADS BEYOND THE METAL SUBSTRATE SEE NOTE 2. THIS SHEET 'UNGROUTED CMP VALUES WYSE USED FOR GROUTED CMU APPLICATIONS. INSTALLATIONNOTESI 1, USE ONLYANCHORS LISTED ON THIS SHEET. FOLLOW EMBEOMENTAND EDGE DISTANCE UMRS, 2. WOOD BUCKS DEPICTED ON THIS SHEET AS'Ir. ME BUCKS WHOSE TOTAL THICKNESS IS LEES THAN 1.1M. 1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED UIRECTLYTO EMIG CONCRETE. WOOD BUCKS DEPICTED AS• MEI-0W THICK OR GREATER INSTALIATION TO THE SUBSTRATE OF EDGE WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BYAUTHCRITY HAVING JURISDICTION. DISTANCE 3. FOR ATTACHMENT TO METAL. THE STRUCTURALMEMBER SHALL BE OF AERE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME VERTICAL SECTION H-H 4. IF APPLICABLE, LOWER DESIGN PRESSURE MOM EITHER WINDOW OR MUIJ.ICN NOA APPLIES TO WHOLE SYSTEM. MewetJ Mm.F„ MULF, 51e9 So. 92 ks1 US N0I 410 So. 90W ❑D ksi Ed.UkleCao9 158 Nsl 1R ksi 410 BE Eka Ontana® I 127.4W I 1ERTIa' MOISAILvem I Into I Yekii A'i051ee' Aksi bBksi Gt.AS1eN SiW IAksi I 45ks1 JR-0610611T-UPDATED .. ANCHORAGETO FED 201T. fr p v O ON 5 u w as o Z D WL) j C0D SeMNp o ZO z m ¢~ O J 6 W g 2 o O F N g Z Q aloes � Z 29 LL LL oat 'asap snw5 PRODUCT REVISED I with u. FinaWa 9uuaing ob: NOA-Mw 17-06114.10 E.pleml.. D.t. 0211912019 BY Ml. a e uet C.Mau NO CHANGES THIS SHEET. ASSEMBLY DETAILS FOR ASSEMBLY DETAILS FLANGE 8 EQUAL -LEG FRAMES FOR FIN FRAMES > zq N wB ANGLECILURVEO ANCLECICURVED '� a FRAME ASSEMBLY FRAMEASSEMBLY N .J.O O N 90-WRNER 90'CORNER �m };� W FRAME ASSEMBLY;MIM%��l I FRAMEASSEMBLY - 0 LL $ Lln Z FB ^i tD I V L 10 �w1, u� as ALL WRNERS TO j A CORNERSTO I �> d Z Z USE cm�USEGASKET O m O_ oK MDMRSEALAM I // ANOIOR S,_ I EWALLEGFRAME a F Q FVJiGE FRAME ri� EDVAL{EGFRMCE WRHINTERIOfl MITERED FRAME WRH IMERIOR j Z FRAME WELDS ANDS RIORFRAMEWELDS ¢ 0 ,aS FLANGE FRAME (SHOWN) OR CORNER KEYSAT (SHOWN) OR CORNER KEYSAT z O SCREW BOSSES. SEALANTATALL CORNERS O SCREW BOSSES. EEALAN AT ALLCORNERS O 3 N W c x O a LL m aN� veep u Y LYNN ` 9 L*: Na 58709 -_ =alAil,II F•.Ron.gp...: "SS;oNALIvt", A. LYNN MLLLE0. P.E. P.E*m7m Item P6T Pertg Descaption Materiel 1 425M Flanged Fmme Alum. 8063-T5 2 4285 EquaNeg Frame Alum. 6C6376 3 425B Integral Fin Fmme Alm. 5063T6 4 42SB 3118- & 1/4' Glass Beefing Alum, 6063T5 5 4254 I.O. Class Beadn9 Alum. 8CS3-T6 Sa 4270 InetalleBm FestmsrC. Al.. 8083T5 fib 4224 Instelletim Fastener Crn Mad PVC 10 705M Gaskel(at 90°canerjdds) Pdyethyk»e 11 TP24718 May] Bulb Wedh r tdp Flex PVC, Dum 65+/4 13 Dow 7g1,899or GE77UU Backba�ng SIRCona 2D 716M &e18rg Bixk, Mpnp 311W x 7/16• x 4• Neoprene, Dun 85+7-1 21 71704AK Sedng Blak, I.G. 31IT x 13'32'x 4' Nac , Dur¢ W+/-1 29 98 x 1-114" FH EMS Stainless Steel 30 781PQX #8 x T Quad PH SMS shinlese Steel 2.784• a89' vllw o7v Dar 1.B>S —rr A3B' 1 tA00' .bap' r--Ij .osu•-TT ,owa OFLANGE FRAME 04253C, 6063-T5 1 �II 1206- yh -- B]5° II ��A50• 3116" 81141 OGLASS BEADING #4258, 5068-TS M F pe2 1.318• sin•" rJ .p5p'm OEQUAL-LEG FRAME tt4285, 8083-T5 Li— .346" .875- ° ll T ,- .05P I.G. GLASS OBEADING #4254, 6063-TS A04" J f ID4• car 1.3]5I MT 4- 7 r fir- a5a.mm. 25" WT 3 FIN FRAME #4256, 6063-T5 11.03i' a50. INSTALLATION 6a FASTENER COVER #4270,6063-TS SILICONE HOT-MELTSUTfL ncmr�n�cmervl PCLYI50. NTFIL STRUCTURAL 501TLENE STRUCNRAL SILICONE F NE 3116' NOM. 91SNOM. SEAL5118•I POLYISOBUTYIENE 1I4"NOM. 8 y DESICCWITH AM ROLLfORMEDESICCANT LICON WIiHDESICCANT FOAM STAINLESS8TEEGLASS EM. GLASS EM. GLASSINT. t GLPSS INT. GLASS W. CLASS LASS KODISPACE SUPER ]e O rr DURASEAL® 18 XL EDGE'" 4SG TPS SPACER®NXT'" SPACER SPACER Part# Description Material 75 Kommeding4SGTPS Spacer System 76 Quanex Super Spacer n rwith Hot Melt Butyl See this Sheet for 77 Quanex Dumseal Spacer Malaria s 78 Cardinal k. Edge Spacer PRODUCT REVISED mPiye , with theIJn FR ealia°mB Ee MOA-No. 17-0614.10 Expirotlon nate02/19/2019 NO CHANGES THIS SHEET. e J m Y U 2 o e y elnn ❑13 N U' N 2 a N O � ,-F2 Z J 6 uwWp ❑ � Z IIDULJ UUd ®d 0 FZm �` z K eaa z o 6�e a 2 O K 3 4 ❑ Z 0 o � ~ z a m iaa45 m � 0 pm Z Z a�aa3 o ull m❑ LL 0 1111eepe w5 SCANNED BY St Lucie County MIAMFDADE MIAMI-DARE COUNTY m PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) w .miamidade.Qov/economy PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as jr4grilied herein, and has been designed to comply with the Florida Building Code, including the High Wocityl-lur-rieane Zone. DESCRIPTION: Serdgi "SH-600" Alum1pum Single Hung Window-N.I. APPROVAL DO ANT: Drawing 4032-20, titled "Alum. Single Hung Window, Non -Impact", sheets 1 through 14 of 14, 09/2 with revision G dated 06/06/17, 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 er and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RA G: None. LABELING: Each unit sh 1 bear a pe anent label with the manufacturers name or logo, city, state, series, and following statement. "Mi - ade 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. 16-0714.05 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA 17-0630.07 rnAntoaoe eouivry G Expiration Date: Ja nary 26, 2021 Ap a] Date: ember 30, 2017 i��l f Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted underNOA's No. 06-1211.07 and 05-0928.03) 2. Drawing No. 4032-20, -titled "Alum. Single Hung Window, Non -Impact", sheets 1 through 14 of 14, dated 09/21/05, with revision G dated 06/06/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system, Duraseal® spacer system, Super Spacer® NXTrm spacer system and XL EdgeTM spacer system at insulated glass, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E. (Submitted underprevious NOA #16-0714.05) 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 along with marked -up drawings and installation diagram of Proview aluminum single hung Wintegral fin (3/16" temp), prepared by Fenestration Testing Laboratory, Test Report No. FTL4886, dated 03/16/06, signed and sealed by Eduardo Largaespada, P.E. (Submitted under NOA #06-1211.07) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 3603.2 (b) and TAS 202-94 along with marked -up drawings and installation diagram of aluminum single hung window w/integral fin (3/16" temp.), prepared by Fenestration Testing Laboratory, Test Report No. FTL-4959, dated 07/19/05, signed and sealed by Eduardo Largaespada, P.E. (Submitted under NOA#05 0928.03) 4. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Water Resistance Test, per FBC, TAS 202-94 3) Forced Entry Test, per FBC 3603.2 (b) and TAS 202-94 along with marked -up drawings and installation diagram of aluminum single hung window (3/16" ann. IG), prepared by Fenestration Testing Laboratory, Test Report No. FTL-4658, dated 07/15/05, signed and sealed by Eduardo Largaespada, P.E. (Submitted underNOA#05-0928.03) Manuel P ez, P.E. Product Control Fxiihiner NOA No.17-0630.07 Expiration Date: January 26, 2021 Approval Date: November 30, 2017 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 5. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 along with marked -up drawings and installation diagram of aluminum single hung window (1/8" arm. IG), prepared by Fenestration Testing Laboratory, Test Report No. FTL4657, dated 07/08/05, signed and sealed by Eduardo Largaespada, P.E. (Submitted tinder NOA #05-0105 01) 6. 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) Forced Entry Test, per FBC 3603.2 (b) and TAS 202-94 along with marked -up drawings and installation diagram of aluminum single hung window (1/8" temp. IG), prepared by Fenestration Testing Laboratory, Test Report No. FTL-4656, dated 07/07/05, signed and sealed by Eduardo Largaespada, P.E. (Submitted under NOA #05-0105.61) 7. 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) Forced Entry Test, per FBC 3603.2 (b) and TAS 202-94 along with marked -up drawings and installation diagram of aluminum single hung window (3/16" temp. & 3/16" ann.), prepared by Fenestration Testing Laboratory, Test Report No. FTL-4655, dated 07/08/05, signed and sealed by Eduardo Largaespada, P.E. (Submitted under NOA#05-0928.03) 8. 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) Forced Entry Test, per FBC 3603.2 (b) and TAS 202-94 along with marked -up drawings and, installation diagram of aluminum single hung window (1/8" ann. IG), prepared by Fenestration Testing Laboratory, Test Report No. FTL-4654, dated 07/07/05, signed and sealed by Eduardo Largaespada, P.E. (Submitted underNOA #05-0105.01) 9. 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) Forced Entry Test, per FBC 3603.2 (b) and TAS 202-94 along with marked -up drawings and installation diagram of aluminum single hung window (3/16" temp. 3/16" ann. & 3/16" ann. IG), prepared by Fenestration Testing Laboratory, Test Report No. FTL-4653, dated 07/07/05, signed and sealed by Eduardo Largaespada, P.E. (Submitted under NOA #05-0105.01) J Manuel Pe z, P.E. Product Control xa iner NOA No. 1 - 630.07 Expiration Date: January 26, 2021 Approval Date: November 30, 2017 E-2 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5t1 Edition (2014) and FBC 6th Edition (2017), dated 06/22/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300.09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. None, F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5th Edition (2014) and FBC 61 Edition (2017), dated June 22, 2017, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated June 22, 2017, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal No. 16-0125 issued by the Product Control Section, dated March 09, 2016, signed by Ishaq Chanda, P.E. (Submitted underprevious NOA No.14-0714.05) G. OTHERS 1. Notice of Acceptance No. 16-0714.05, issued to PGT Industries, Inc. for their Series "SH-600" Aluminum Single Hung Window -N.I., approved on 08/18/16 and expiring on 01/26/21. Manue P e E. Product Control Exa� mer NOA No. 30.07 Expiration Date: January 26, 2021 Approval Date: November 30, 2017 E-3 GENERAL NOTES: NON -IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2) A. 3M6' ANNEALED GLASS B. 3116' TEMPERED GLASS D.1/4' TEMPERED GLASS OUTBOARD, AIR SPACE, 118' ANNEALED INBOARD F. 13/16' I.G., 118' TEMPERED OUTBOARD, AIR SPACE, 1/8"TEMPERED INBOARD G. 13116' I.G., 3116' ANNEALED OUTBOARD, AIR SPACE, 3116- ANNEALED INBOARD H. 1311 G' I.G., 3/16" TEMPERED OUTBOARD, AIR SPACE, 3/16- TEMPERED INBOARD I. 13115" I.G., 3116-ANNEALED OUTBOARD, AIR SPACE, 1/6'ANNEALED INBOARD J. 13/15' I.G., 3116' TEMPERED OUTBOARD, AIR SPACE, 11W TEMPERED INBOARD 2. CONFIGURATIONS: "OX' (111, VIEW AND RADIUS TOP. ALL W/ LOW OR HIGH SILL OPTION) 3. DESIGN PRESSURES: SEE TABLES 1 THROUGH 3, SHEETS 3 THROUGH 5. 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. C. DESIGN PRESSURES UNDER 40 PSF ARE NOT APPLICABLE IN MIAMI-DARE COUNTY. D. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASO. 4. ANCHORAGE: THE 331/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 10 THROUGH 14 FOR ANCHORAGE DETAILS. S. MIAMI-DACE COUNTY APPROVED SHUTTERS ARE REQUIRED IN MIAMI-OADE AND WHERE IMPACT RESISTANCE IS REQUIRED, 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. 7. REFERENCES: TEST REPORTS FTL-4653, FTL-0654, FTL-4655, FTL-41R56. FTL-4657, FTL4658, FTL-4886 AND FTL-4959. ANSI/AF&PA NDS FOR WOOD CONSTRUCTION ALUMINUM DESIGN MANUAL ' 8. SERIESIMODEL DESIGNATION SH600, ALSO REFERRED TO AS SH701. - 9. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). Maledal Min. FI, Min. F. Steel SCREW 92 ksl 120 kal ElcO kai S Elco CretePImQ m 127.4 ksi 16 kill 189.7 ks 22 ksl A36 Steel 36 ksl 58 ksl --Ur. 33 Steel Stud 33 ksl 45 ksl N. VENICE, R3 m (BHIeW-i6W CENT. OF AUTKA CDS sRBW I NTS I 1 e 14 CODES I STANDARDS USED: *2017 FLORIDA BUILDING LOOS (F8C), GTH EDITION 12UH FLORION BUILDING CODE (FSC), 6TH EDITION -ASTM E13W-04 .ANSVAFVA NOE 2D16 FOR WOOD CONSTRUCTION -ALUMINUM DESIGN MANUAL. ADM-2016 •AISI SIOC-12 -MSc 36MO NOA DRAWING MAP SHEET GENERAL NOTES.............1 GLAZING DETAILS ............ 2 DESIGN PRESSURES....... 3-5 ELEVATIONS ..................... B VERT. SECTIONS ............. HORR. SECTIONS............ 7 PARTS LIST...AIL 9 ............... CORNER DETAIL.............. B EXTRUSIONS .................... 9 ANCHORAGE .................... 10 -14 1 OR 47 v 1 OR 47 390R 40 1rz"NGM• 39OR41 GLASS BITE 1/3" NOM. GLASS BITE EXTERIOR INTERIOR* (ALL SECTIONS) P.ft#1 DaacNPtlon Mammal 80 OR 81 820R 83 rt KwameNrg 4sGTPs spacersyemm s.a mm R Ovanex Super $paper NRvAm Hot Melt Butyl Seeel6r ]J Ouaaee Ouronee$panel M.W.I. ]4 Car01ne111 Etlpe Spacer 1 OR 47 71-74 -+I I--3116" ANNEALED OR TEMPERED GLASS 3/16" MONOLITHIC GLASS 112" NOM. GLASS BITE �114' ANNEALED OR\ 1/4" MONOLITHIC GLASS SILICONE STRUCTURAL SILICONE CTURAL 1/4' NOM. FO PtEN H iICCANT SICCPNT EXT. GUSS� REFEHenerl ca nerUma. ei�o, i,.ew000=,� GLASS ' I 11 KODISPACE rz SUPER SPACER@NXT'" 4SG TPS ALUMINUM NTFILLAREA REINFORCEMENT POLYISfiNT. SIRYLE91VNOM: 5/16'NOM. SE BUTYL B LICONE SEAL DE$ICCANi ROLL-FORME FOAM STAINLESS STEE FM. GLASS EXT. GLASS 1/8' OR 3/16-ANNEALED OR TEMPERED GLASS AIR SPACE 1/8' OR 3/16' AN NEALED OR TEMPERED GLASS INT. GLASSVSS 13/16" 13/16" INSULATED GLASS 02URASEAL© SPACER T4 XL EDGE'"" SPACER (call aeo.imo cERT. of ADTNnarsa ALUM. SINGLE HUNG WINDOW, NON-d so,i. wweai+c &rew FNI! 1 s 14 4032-20 * i NP.58705 +eo I- ice TABLE 1. DESIGN PRESSURES BASED ON FLANGE TIP -TO -TIP DIM. (INTEGRAL FIN WINDOWS W/SAME D O ARE 1" SMALLER) 1M FLANGE OR INTEGRAL FIN WINDOWS EQUIPPED WI HIGH SILL OPTION WINDOW WINDOW 28" 387I8" 44" 60618" 83 72" 74" 78" WIDTH GLASS TYPE 0 +BO -t200 -70.5 +75.L7 -75..7 ++7BB3O.LLL0OO 19118" A,C,E,1 G BOO L -120.0 -.,.. +B L O 200 -114.2 +80.0 -110.1 +80.0 AD6..8.2 B,D,F,H,J +BO -12.0 120+O 1 LO .0 +80.0 .120.0 +6 -120.0 BOLO200 OO --•-7180329.0 1195 A,C,E,I +80.0 -120.0 O -00 2 0+BOLO +60.0 -120.0 +80.0 A20.0 +80.0 $9 + .9 -68.9 +66.2 -66.2 +63.6 $38 24 G BLO -720.0 -12. +BOLO -10.0 +BOLO -120.D .0 100.3 +BD0 .963 + FHJ +80.0 -120.0 +80.0 -1200 +80.0 -12D0 .BD D -100.3 +B 1 , A,C,E,I +BOLO -120.0 +80.0 -120G +80.0 -120.0 +80.0 -120.0 +80.0 -80.0 +620 -820 +59.1 -59.1 +56. 4 32" G 0.0 +BOLO -120.0 +BOLO -100 2.+BOO 200 +8001t6 BOO .3 +BO O 40 BOLD 0 B,D,F,H,J +80.0 -1200 +8D.0 .120.0 +80.0 -20.0 1 +80.0 -120.0 +BOLO 401.5 +BOLO -96.7 +BOLD -92.3 BOO 1200 +BOLO -720.0+L +BO.0 -120.0 +80.0 -1050 461.3 $1.3 +58.0 -58.D +55.0 -55.0 +BO +BOO-1200+8 . 1. . -100+B 2 2 -100 00 . +800 2 0 +BOLO -120.0 BOO +60.0 -100.3 -89.1 +80.0 -94.9 A +BOLO +BG0 -90.1 -00.1 CEI BOO 200 +BOO 1200+800 .+80. 100-2 0 . . . 5 .0 q LO -1200 . +8D01178 -. +00 . ., 916 -BOLO 73 $1.3 +58.0 -SB.O +55.0 .55.0 B,D,F,H,J +BOLO -120.0 +BOLO -120.0 +BOLO -120.0 +BOLO -120.0 +80.0 -120.0 +80.0 -100.3 +BO.0 -94.9 +BOLO -90.0 40" G +80.0 -120.0 +80.0 -120.0 +60.0 -120.0 +80.0 -120.0 +60.0 -116.4 +80.0 -89.1 +80.0 -84.4 +80.0 C.E. 1 +BOO -120.0 +80.0 -1'19.0 +BOLO •107.0 +Bp.O -103.0 +BOLO $D.0 +81.3 $7.3 +58.0 468.0 +55.0 $5.0 A +80.0 -120.0 +BOLO -tOB.O +50.0 -85.8 +BOO .85.6 +76.4 -76.4 +61.3 $1.3 +58.0 $B.0 +55.0 -E5.0 B,D,F,H,J +80.0 -120.0 +80.0 -120.0 +BOLD -720.0 +BOLO -720.0 +BOLO -120.0 +BOLO -100.3 +BOLO -94.9 +BOLO -BOLO 44" G +80.0 -120.0 +Bp.O -120.0 +BOLO -120.0 +BOLO -120.0 +BOLO -116.4 +BOLO $B.t +BOLO -84.4 +BOLO -80. C,E,1 +80.0 -720.0 +BOLO '-104�0 +BOLO •93.8 +BOLO .89.9 +80.0 $0.0 +61.3 -61.3 +58.0 .58.0 +65.0 -55.0 A +80.0E-12O.O +80.0 .96.8 +B0.0 $7S +78.D -78.0 +68.3 -68.3 +51.3 -61.3 .0 $5.0 B,D,F,H,J +60.0 +80.0 -120.0 +60.0 -120.0 +80.0 .120.0 +80.0 -114.9 +80.0 -100.3.9 -910 G +800 +80.0 -120.0 +80.0 -120.0 +BOLO -118.0 +BOLO -1021 +BOLO $9.1 .4 $0.0 QE, I +80.0 +BOLO -94.8 +BOLO -03.7 +79.7 .79.7 +70.2 -7D.2 +6L3 $1.3.0 r+80.0.94.9 f+65 $50 +BOLO +BOLD -85.4 +n.o -n.o +69.8 $9.6 +58.4 -56.4.7 55.0 ,H,J +BOLO +BOLO -720.0 +BOLO -120.0 +80.0 -11 +BOLD $8.1 BOLO -823.1 -90.0 53118. ,D. G +BOO +80,0 -120.0+80.0 4 .3 .7 +BOLO 4320.0 C,E, I +BOLO +BOLO $5.4 +73.8 -73.8 +69.6 $8.6 +60.6 -60.8 +56.4 58.4 +55.7 -55.7 -55.0 GLASS TYPES: 13116" I.G., 118' ANNEALED, AIR SPACE, 1/8" ANNEALED L 13116" LG., 3/7fi" ANNEALED, AIR SPACE, 1/B' ANNEALED A. 3/16" ANNEALED E. AIR SPACE, 1/8" TEMPERED J. 13/16" I.G„ 3/16" TEMPERED, AIR SPACE, 1/8" TEMPERED B. 3116" TEMPERED R 13178" I.G., 1/8" TEMPERED, "ANNEALED G.13/10"I.G., 3/16" ANNEALED, AIR SPACE, 3116"ANNEALED D. 1111 TEMPERED H. 13/16" I.G., 3/i6" TEMPERED, AIR SPACE, 3/16' TEMPERED sxem I NTSI 3 > 14 I 4032-20 -r-so 1-99, I LOW SILL OPTION WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A POSITIVE DESIGN PRESSURE OF +64.0 PSF OR LOWER AS SHOWN IN THE TABLE. NEGATIVE DESIGN PRESSURES ARE UNEFFECTED. REFERTOANCHOR QUANTITY TABLES 5$ FOR ADODIONAL OP LIMITATIONS. * No. 58705 `, TABLE 2. DESIGN PRESSURjNFD ON FLANGE TIP -TO -TIP DIM. (INTEGRAL FIN WINDOWS WI SAME DLO ARE 7" SMALLER) INTEGRAL FIN AND RADIUS TOP FLANGE WINDOWS EQUIPPED W/ HIGH SILL OPTION STANDARD VIEW F WINDOW HEIGHT WINDOW WIDTH GLASS TYP314" 38318" 44" 505/B" 63" 72" 74" 78" A.C,E,G,1-120.0 +80.0 -12000.012080.0 420.0 +80.0 -86.4 +51.3-51+47.5 47.5 19 118' B, D, F, H, •120.0 +80.0 420.0 +80.0 -1200 +80.0 -120.0 +80.0 -120.0 +80.0 -102.7 +80.0 -98.6 +6p,0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -80.6 +46.4 -06.4 +44.4 -04.4 +42.5 -02.5B, �..A,C,E,G,1-120.0 D, F, H, -120.0 +80.0 -120.0 r80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 A2.9 +80.0 -88.8 +B0.0A,C,E,G,I -120.0 +80.0 •120.0 +80.0 -120.0 +80.0 -120.0 +60.D -80.0 +44.fi d4.6 +42.2 -022 +40.0 -00032"B, D, F, H, -120.0 +80.0 -120.0 +8D.0 -120.0 +80.0 -120.0 +60.0 -120.0 +80.0 -09.1 +80.0 -84.4 *B0.0A -120.0 +80.0 -119.0 +80.0 -94.5 +80.0 433.0 +80.0 -80.0 +44.6 -04.6 +422 -022 +40.0 -00.0 B, D, F. H, J +80.0 -120.0 +80.0 A20.0 +80.0 -120.0 +80.0 -120.0 +80D -120.0 +80.0 -89.1 +80.0 -84.4 +80.0 $0.0 37" C,G +80,0 -120.0 +80.0 -720.0 +80.0 -120.0 +80.0 -115.6 +80.0 -80.0 +44.8 -04.8 +42.2 -02.2 +4D.0 E, 1 +80.0 -120.0 +80.0 -119.0 +80.0 -114.0 +80.0 -107.0 +80.0 -80.0 +44.6 .44.6 +422 .42.2 +40.0 -00.0 q +60.0 -720.0 +80.0 .109.0 +80.0 -90.4 +80.0 .88.6 +76.3 -7fi.3 +44.6 -04.8 +q2.2 42.2 +40.0 -00.0 B. D. F. H. J +80.0 -120.0 +80.0 -120.0 +80.0 -120,0 +80.0 -120.0 +80.0 -120.0 +80.0 479.1 +80.0 -84.4 +80.0 -BO.D C,G +80.0 -120.0 +80.0 -120.0 +80.0 -111.2 +80.0 -1028 +80.0 -80.0 +44.6 -44.6 +42.2 d22 +40.0 40.0 E.1 +80.0 -120.0 +g0.0 -107.0 +80.0 -104.0 +80.0 -98.2 +80.0 -80.0 +44.6 -04.8 +42.2 42.2 +40.0 -00.0 A +80.0 -120.0 +80.0 -927 +80.0 .84.5 +B0.0 -82.7 +70.4 -70.4 +4d.fi -04.6 +42.2 d2.2 +40.0 40.0 B, D, F. H,J +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -89.1 +80.0 -84.4 +80.0 -80.0 C,G +80.0 -120.0 +80.0 -107.2 +80.0 -97.6 +80.0 419.5 +80.0 -80.0 +qq,6 -04.8 +42.2 42.2 M0.0 -00. EI , +B0.0 -200 . +80.0 +76.3 -76.3 +q4,6 -04.8 +42.2 d2.2 +40.0 40.0 A +BD...O 7..+80.042+7fi.7 d2.2 +40.0 -00..0 8DF,HJ +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +8D.0 -120.0 +80.0 -147 +80,0 -89.1 +80.0 44.4 +80,0 -80.0 +80.0 - +00 -96.0 +800C,G+80.0 -79.3 +70.1 . -707 +44.6 -04.6 +42.2 -022 +40.0 40.048 -113.0 +60.0 -62.4 +80.0 -81.3 -79.3 +70.1 -70.1 +446 . .44.6 +42.2 .2 +40.0 -40.0 +800 -1038 +80.0 14.4 +fi9.2 9.2 6.3 +56.7 -56.7 +41.0 41.0 +40.5 0 .6 +40.0 40.0 +800 1200 +00-200 it32+g0.0 98 80.0 31.9 i80.0 41D.9 +B0.0 -800 +BDO -103.6 {9.2 +fi0.4 -60.4 +41.0 -0.0 +40.5 -00.5 +40.0 40.0 +80.0 7103.8 +72.5 -72.5 +70.8 -70.6 i9 2 +60.4 -60.4 +41,0 -01.0 +40.5 -00.5 +40.0 1 40.0 GLASS TYPES: A. 3116" ANNEALED E. 13116" I.G., 1/8" ANNEALED, AIR SPACE, 116" ANNEALED I. 13116" I.G., 3/16" ANNEALED, AIR SPACE, 1/8" ANNEALED B. 3116" TEMPERED F. 13116" I.O., 1/6" TEMPERED, AIRSPACE, 1/8" TEMPERED J. 13/16" I.G., 3/16" TEMPERED, AIRSPACE, 118" TEMPERED C. 114" ANNEALED G. 13116" I.G., 3/16" ANNEALED, AIR SPACE, 3116" ANNEALED D. 114" TEMPERED H. 13f18" I.G., 3/16" TEMPERED, AIR SPACE, 31W TEMPERED 1s61 �'m CERT.oFAUM.fda]64 4 > 14 1 4032-20 W IT. LOW SILL OPTION WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A POSITIVE DESIGN PRESSURE OF+64.13PSF OR LOWER AS SHOWN IN THE TABLE. NEGATIVE DESIGN PRESSURES ARE UNEFFECTED. REFER TO ANCHOR QUANTITY TABLES 5-8 FOR ADDITIONAL DP LIMITATIONS. NY LYNN' No. 58705 ' Oi - TE 0)}:'�; NAI- A LVAN MR, P.E. DESIGN PRESSURES BASED ON FLANGE TIP -TO -TIP DIM. (INTEGRAL FIN WINDOWS WI SAME DLO ARE I" SMALLER) i. w 0. MINUS SASH W T. ?• MEETING RAIL -I1Iy- X. STH NOTES: 1. WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A POSITIVE DESIGN PRESSURE OF+84.0 PSF OR LOWER AS SHOWN IN THE TABLE. NEGATIVE DESIGN PRESSURES ARE UNEFFECTED. 2. AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 12 518" MIN. TO 38' MAX. 3.76' MAX. FLANGE WINDOW HT. 75" MAX. FIN WINDOW HT. REFERTOANCHOR QUANTITY TABLES 68 FORADDITIONAL DP LIMITATIONS. R�"UlT N4u Fiai4r dwawl I,alecoa< 9 y,crt+r I • .04021 ra �.��GNY LY.. 4fl � ' �ICENSp' �.; No. 68705 =_ -V iL1 C Ez - 3. HT. `4;: '�♦�'%ti��NAL ENG`�� A. ✓✓iI P.E. G FL P.E.#58705 40.8 SIGN PRESSURES, CUSTOM . HT. Pa9 ALUM. SINGLE HUNG WINDOW, NON -IMPACT rsBi.oFAumram� �R F O60Hff7 G NO CNANGESTfIlS SHEET. �p"rrv--mourn "jf°'+ y. w, r.Nmrs.rc 9Fmp NT5 5 • 14 4032-20 F.K AW JJ. 8214G TABLE 3. CUSTOM VIEW FLANGE, INTEGRAL FIN AND RADUS TOP FLANGE WINDOWS Wl HIGH SILL OPTION (WINDOW HT. MINUS SASH HT.) WINDOW HEIGHT MINUS BASH HEIGHT (76" MAX. HT. FLANGED AND 76' MAX. HT. INTEGRAL FIN) WINDOW WIDTH GLASS THE A,C,E,I G20.0+80.0-t20.0+80.0-120.0r 1711E 20.0 2211/16 +80.0 -120.0+80.0-120.0+80.02D.+80.078.0ag0.0-100.2191180,D,F,H,J20.0+80.0-720.0+B0.020.0+80.0-120.0+80.0-120.0+80,0-120.0+B0.0-120.0+B0.0-720.0 28 3116 337/4 -120.0+80.0-120.0+B0.0-720.0+H0.0-120.0+80.0-115.7A,C,E,I20.0+80.0-120.D+H0.0-120.0-120.0+800-103.0a80.0438.2+74.1-74.1+59.5-59.52qB,D,F,H,J20.0+80.0-120.0a80.0-120.0-120.0+80.0-120.0+80.0-120.0+H0.0-120.0+80.0-718.7 38 5H6 4411116 +BOA �87.1 a70.81�170.8 G120.0+80.0-720.0+80.0120.0-120.0+80.0-120.0+80.0-720.080.0-120.D+800-88.8a80.0-1t7.0-84.2+H0.0475.7+74.3-74.3+g2BA28a491A,C,E,1111.0+80.0-120.032DF,H,J111.0+BD.O-720.0+80.0120.0-120.0+80.0-120.0+80.0-120.0+H0.0-113.5+80.0-87.9G117.0+80.0-120.0+80.0120.0-120.0+80.0-120.0+BD.O-7200+800-7016*787797A,C,E,I in 3T B. D, F. H. J *60.0 -98.0 -98.0 +80.0 +80.0 -119.0 -120.0 +80,0 *80.0 -91.9 -120.0 +80.0 -88.1 -120,0 +80.0 *80.0 430.5 -120.0 +70.8 *80.0 •70.9 -120.0 +5H.8 +80.0 SB.B -705.8 +45,2 +80.0 -05.2 -80.3 G +80.0 -9H.0 +80.0 -120.0 +80.0 -720.0 +80.0 -120.0 +H0.0 -720.0 +80.0 -715.3 +80.0 -95.5 +73.5 A +80.0 4)2.0 +80.0 -108.0 +80.0 -87.4 +80.0 -81.5 +70.8 -70.H +fi9.0 -89.0 +57.3 4i7.3 B. D, F, H. J *80.0 -92.0 +80.0 -720.0 +80.0 -t20.0 +BO.D -120.0 +80.0 -120.0 +80.0 -120.0 +H0.0 -102.T +60.0 -87.0 � C,E,I +80.0 -92.0 +eD.o '-t6s.D +80.0 -103.0 +80.0 -928 +70.8 -7D.8 +fi9.9 -69.8 +57.3 57.3 +q3.8 -03.6 G +80.0 -92.0 a80.0 -12D.0 +80.0 -720.0 +80.0 -11H.6 +80.0 -115.0 +80.0 -773.7 +80.0 -93.2 +70.8 -70.8 A,C,E,I +80.0 g15.0 +80.0 -92.3 *80.0 g31.3 +75.1 -75.1 +58.5 -59.5 +58.4 SH.4 *58.2 -58.2 +47.9 -07.9 B. D. F, H, J +80.0 415.0 +80.0 -120.0 +80.0 -120.0 aH0.0 -120.0 a80.0 -117.8 +BO.D -11fi.8 +80.0 -89.9 +H0.0 g13.7 � C,E,I *H0.0 �5.0 +80.0 -93.1 +80.0 -91.0 +80.0 A5.1 +59.5 -59.5 +58.4 -58.4 +58.2 -58.2 +41.8 -01.9 G *80.0 -85.0 +80.0 -120.0 +B0.0 -10B.H +80.0 -101.4 +80.0 -96.7 +BD.O -94.8 +80.0 -91.3 +68.1 EB.7 A +80.0 -111.9 +80.0 -8H.8 +73.3 -73.3 +W.2 -87.2 +57.4 -51.4 +48.8 -09.8, +49.0 -08.0 +40.8 -00.8 48 B. D, F. H, J C,E,I +80.0 +80.0 •120.0 •108.0 +80.0 +80.0 -120.0 472.2 +80.0 +80.0 -720.0 A1.2 +80.0 +75.0 -120.0 -75.0 +H0.0 +57.4 -1 D1.2 -51.4 +H0.0 +qg,B -98.4 -09.8 +H0.0 +q9.0 0 -09.0 +80.0 +4D.g 411.5 G +B0.0 -720.0 +80.0 -110.2 +80.0 -98.9 +80.0 478.6 +80.0 -83.5 +80.0 4f0.8 +79.8 -79.6 +fi6.3 A8.3 q +80.0 -99.0 ag0.0 -H1.B +64.4 -64.4 +58.8 58.8 +43.7 -03.7 +4 t.8 -01.8 +40.4 -0D.4 +40.0 -00.0 B. D, F, H, J +BD.O -120.0 +80.0 -t20.D +80.0 -114.H a80.0 -703.6 a80.0 85.8 +g0.0 -81.9 a80.0 -80.2 +80.0 -80.0 63 716 C,E,i +H0.0 0 +723 -723 +70.8 -70.6 afiq.5 A4.5 +43.7 -03.7 +41.6 -01.6 a40.4 -00.4 +40.0 G +80.0 -117.0 +80.0 -98.7 +80.0 g14.3 +78.3 -7fi.3 +71.0 -71.0 +67.8 4i7.6 +B5.7 -65.7 +85.0 $5.0 GLASS TYPES: A. 3l78" ANNEALED E. 73/18" LG., 1/B' ANNEALED, AIRSPACE, 7/B" ANNEALED I. 13/78' LG., 3/16" ANNEALED, AIRSPACE, 1/8"ANNEALED B. 3/1g' TEMPERED F. 13/18" I.G., 118" TEMPERED, AIRSPACE, 1/8" TEMPERED J. 13/78° I.G., 3/10"TEMPERED, AIR SPACE, 1/B" TEMPERED C. 1/4" ANNEALED G. 13/18" LG., 3l18" ANNEALED, AIR SPACE, 3/18' ANNEALED D. i/4" TEMPERED H. 13/18" LG., 3/18" TEMPERED, AIR SPACE, 0li6' TEMPERED 1W MAX. FLANGED WIDTH (ALL ELEVATION DETAILS) 21/8" MAX. I.F. WIDTH (ALL ELEVATION DETAILS) � DLO (ALL) �I 75" M, I.F. 0 j p�El�l ;EE DLO TABLE �( (MA1X.) I J- 481/4"MAX. /ENT DLO (ALL) DETAIL A 1!1 38 7Afi MAX. SASH DETAIL B VIEW (STANDARD SASH) E� IT;MAX. 75" MAX. .F. F. HEI HT E—j HEI HT SEE DLO TABLE O j 76-1 AX. 78'MAX. FLANGED FLANGED HEI HT HEIGHT 2 SASH SEE DLO TABLE X j SASH HEIGHT HEIGHT DETAIL D DETAIL E VIEW (CUSTOM SASH) RADIUS TOP (CUSTOM SASH) NOTES: 1. SEE SHEET 7 FOR VERTICAL AND HORIZONTAL SECTION DETAILS, 2. SEE SHEET 9 FOR CORNER DETAIL VIEWS. 3. SEE SHEETS 10 THROUGH 14 FOR ANCHORAGE INFORMATION. 4. SASH HEIGHTS FOR STANDARD SASH WINDOWS (DETAILS B S C) ARE BASED ON ATHREE OVER TWO FORMAT. CEF7. OF ANH. MM aNcoo X j 75' MAX. I.F. HEIGHT 76" MAX. FLANGED HEI HT SEE NO E 4 DETAIL C RADIUS TOP (STANDARD SASH) VERTICAL DAYLIGHT OPENING DETAIL FIXED LITE LOW SILL HIGH SILL A 34 1/2" 1 34 3/16' B 41 5/B" 41 1/4" C 411/4" 40719' D 52 5/8" 52 1I/IV' E 52 114' 62 5116' SASH DETAIL LOW SILL HIGH SILL A 34 11T 34 3119' B 277116' 271/9" C 27 7/16" 27 1/6" D 163/B" 15314' E 16 3/9" 15 3/4" o.wx. e > 14 4032-20 ��aNY LYNIV NO.5870.5 '� V P '•. /�; IS0 7E S Py, �'.A4ORIOP,.•' �2P A.AL L'FNN MILL P.E. FL P.E.# SB705 F�2.784"--{ NOTE: MIN. (1) SWEEP LATCH AT VENT CENTERLINE OR OPTIONAL BOTTOM LOCKS, (1)6" FROM EACH SIDE OF SASH. 26 27 BALANCE PARTS USED 1 INSIDE MAX. VENT DAYLIGHT OPENING ON SASHS -40 LBS 14 & 16 31 INSIDE 9&10 ________ __ 15 BALANCE PARTS USED ON SASHS<40LBS ¢ •p •�• ¢ 0 MAX. 11 2 2.770' FIXEDLITE 7, 6 OR 17 DAYLIGHT 25 1 OUTSIDE VENT OUTSIDE MAX. FIXED LITE DAYLIGHT OPENING --I r. MAX. WIDTH SECTION A -A INTEGRAL FIN (I.F.) FRAME SECTIONS INSIDE 47 2. 6 HIGH SI Le .330 OW49 MIGSILLEqvj HEAD 68 ~2.710' �ITT"ii�� �,� 53 ou7sIDE 52 (LOW SILL) (HIGH SILL) SEE NOTE ABOVE rll54 64 \ ^ 65 OR 3 , $0 ULTRALIFT 69 �f 12 ONLY 12 ULTRALIFi SECTION B-B ONLY (LOW SILL SHOWN) ALTERNATE HIGH SILL (HE * : No. 58705 N.VENICE, R. "S rya7aeo.fero CERT.OFAUTH. Hazes roryNaMe,mr ® '. S .. G � iSIONAL ES�``� A. L1/NiJMILLR',f� P.EU�n. FL P.E.#58705 m ALUM. SINGLE HUNG WINDOW, NON -IMPACT a Ns JR 0&D 7 D NOCHMKIESTHISSHEET. SHaoo Hel/ u.� 7 d14 ^^ - 4032.20 "'• G FK l/4,95 JJI1N5 RFM DWG# DESCRIPTION P "# RF711 DWG# DESCRIPTION PGf# 1 40UM FLANGE FRAME HEAD 512225 64 1181 #fi X1.000 PH.BUGLETEK IUVAI 2 1155 #e X 1.000 QUAD PN. SMS 781 POA 65 FOAM TAPE 1/4X12-FOR 3/16 61412K 3 40D3C RANGE FRAME oil 111 OWSILL) 612226 66 1208 FOAM TAPE 1/8 X112-FOR 114 61308K 5 1826 ADHESNE OPEN CELL FOAM PAD 7PAD1026 68 4051A SASH BOTTOM RAIL(HIGH SILL) 64051 6 4004 F!-MULFRAME JAMB 512227 69 5050A FLANGE FRAME SILL(HIGH SILL) 64050 7 4025 5A5HSTOP(A ll TILM 612244 70 SILICONE, DOW 791. 899. 995 OR GE 7700 8 4025 SASH STOP (EGRESS)1.125 LONG 612244 80 A. GLASS, 3/16'ANNEALED 9 4029 UA LIMLLALUMA-T1LTB4LPNCE, SfB" 10 "1080 BAL.CCIR, RIGIDMNYL,51B" BBPLCVR916 81 B. GLASS, 3/16"TEMPERED 11 #8 X.750 P I PN. SMS 7834AA 82 C. GLASS, 114" ANNEALED 12 BPIANCE BOTTOMBRACKET 7BATBKT 83 D. GLASS, 1/4"TEMPERED 13 7085 SASH TOP GUIDE, 578"BPL. 42504 66 E.GLASS, 13/16"IG; 1/8"ANNEALED, AIR SPACE, 11W ANNEALED 14 4029-1 CALDWELLULTRALIFTBALANCE,.670" 87 F. GLASS, 13/16"IG; 1/8" TEMPERED, AIR SPACE, 1/8"TEMPERED 15 #e X1 PHILLIPS FLAT HEAD S. STL 78X1FPA% 88 G. GLASS, 13/16"IG; 3116" ANNEALED, AIR SPACE, 3/16"ANNEALED 18 1080-1 .870 ULTRA -LIFT BALANCE COVER BB4LCVi670 89 H.GLASS, 1311 B"IG; 3/16"TEMPERED, AIR SPACE, 3tl 6"TEMPERED 053 SO AL 90 SPACE, I/8"ANNEALED17 I. GLASS, 13/16IG; 318 , AIR 1 40SBBRACKET LBRKUT 91 J. GLASS, 13116" IG; 3/16"TEMPERED,AIR SPACE, 1/8"1 ENDERED 19 #8a2XW- LG. PH. FH. TYPE F S. STL 7832X12FPFX 2.878 �2.7 .08 1.30 3.55 '0� 47 FRAME I.F. HEAD 94071A, 605 W 48 FRAME I.F. LOW SILL #4072A, 6063-TG 2.908 PRODUCTRF.VISED 2.374 sx aum3lriye w�uum N4+Ba Acll cwc .n:cenmmE ND I u .062 E"yirYu,n DMc '✓uZ)• 4' 71 .062 87 2 10 111 np NY LYNry :` \'l�0 •........ A '�tGENSF`���'. •,y1 :*t No. 58]05 '. FRAME,I.F. HIGH SILL OFRAME, I.F. JAMB 49 #4073A, 6063T6 5U #40]4B, 8063-T6 A'•."` 12[J—�/I� SATE �•''4 20 1006 SASH TOP GUIDE, lV16"BAL. 42505R&L 21 4054C FIXED MEETING RAIL 64054C 23 4006C SASH TOP RAIL 64006 25 1235 WSTP.,.170 X270 BACK, FIN SEAL 67S16G 28 1016 SWEEP LATCH 71098 27 106 #6 X.fi25 PH. FL. SMS 7855 28 4007 SASH BOTTOM RAIL (LOW SILL) 812230 30 1226 WSTP., BULB VNYL 8TP249 31 4098 SASH SIDE RAIL 612231 34 1268 SASH FACE GU ID 42501 37 t224 VNYLGLAZ.BEADBULB(THICK) 6TP247W,K 36 1225 'MNYLGLAZ. BEAD BULB(IHIN) OTP248K 39 4014B GLAZING BEAD, 3/18 & 114. WO GRILL KIT 64014 40 4046A GLAZING BEAD, 3/16&1/4. W9 GRILL KIT 644042 46 40 67 GLAZING BEAD, 13116" I.G. 64067 47 4071A FRAME, I.F. HEAD 64071 48 4072A FRAME, I.F. LOW SILL 04072 49 4073A FRAME, I.F. HIGH SILL 04073 50 4074E FRAME,LF. JAMB 84074 52 4009 SILL LATCH EGRESS LCWSILL) 764009 53 1088 SPRING, SILL LATCH(EGRESS) 75PRNU 54 2740 SILL LATCH (EGRESS) (HIGH SILL) 62740 55 1014 SCREEN FRAME (HOR. & VER.) 61014 56 163D SCREEN CORNER KEY WIRINGS 71830 57 1631 SCREEN CORNER KEYW/OUT RINGS 71631 58 1073 SCREEN SPRING ]GASP 59 1624 SCREEN SPLINE-.135DIA FOAM 61624K 60 1635 SCREEN SPLINE-A35 DIA HARD 61635K 6t SCREEN CLOTH 61816 83 505 GLAZING CHANNEL(.558 X.500) 8533402 1D1D lELHNJLDGYDR- N. VENICE, FL 3f3r5 IsaAaeonwD CERi.GrAulewem rwc"rem,r srnmc.c. ® PARTSLISTANDFRAME CORNER DETAILS �O�'. �':F(OgiOP..'�'�:` S 'rS;ONALE?o` ALYISUMILL'�R, P.E. FL P.E.#58]05 ALUM. SINGLE HUNG WINDOW, NON -IMPACT Jq'r: 0696/Il NDCI4WD0rNISgNEST SNSDD N7S g n 14�4032-20 "r G '. FK �. 7/M95 a� J.J. as fl41N5 —2,714-1I E062 O FLANGE FF ME HEAD ,F4002A%3-Ts O FLANGE FRAME JAMB #4004. 606}T5 (USED AS RADIUS TOP HEAD) Aq� -I.342.0625 21 FIXED MEETING RAIL i14054C. 6063HD-T6 3.448 1 ENTIR /I.F. FRAME SEALANT�OI F RAME G JOINT 11 IIII I WE O FLANGE FRAME SILL (LOW) ALONG J 0036 6063.T8 6 SCREW BOSS (2) SEALANT OR GASKET 738 AT HEAD AND SILL 1 �1.513+j .062 ,490 f ,D40 VIEW DVIEW PH (111 8 VIEW HEAD 8 SILL,,RADIUS ADIUS TOP SILL) (RADIUS TOP HEAD) OSASH STOP 17 SASH STOP COVER I FRAME CORNER CONSTRUCTION #4025, 6063-T5 a4053. 6053-T5 I--2279----I .062 23 SASH TOP RAIL #4006C, 6083HS-T6 I-2.326-1 9 HorFil .062L� 31 SASH SIDE RAIL 28 SASH BOTTOM RAIL (LOW)0s7 94007, 6063-T5 88fi 39 GLAZING BEAD 3/76" OR 1/4" .683 050 I140,49, 6063-T5 r1.097 OFLANGE FRAME SILL (HIGH) 88 SASH BOTTOM RAIL (HIGH) 69 44050A 6083-T6 #4051A 6063T5 01ME NOw..RNE N.V la.F Nns (e4114M w OE6T.OFPMI� L1.057 46 GLAZING BEAD 13116" IG 1F #4067, BO6bT5 e6e WIILI9P ONY LYNN� 40 GLAZING 3/16" OR 1/4" _ * r N.. 58705 a4046A,6063-T5 (USED W) GRILL KIT)Im sima9 I Ha(/ 1 9 > 14 1 4032-20 A ANCHOR QUANTITIES FOR 1!1 FLANGED WINDOWS TABLES WINDOW HEIGHT SUBSTRATE: 2B.603 34.603 40.603 46.603 52.603 58.603 64.603 76.000 ANCHOR TYPE: ❑ ni pOpNO'-O U U U U o NO NO�ONONO�ONONO U U U ❑ U 0 U O p U ❑ O �O�'ONp'ONpN ❑ 3 U ❑ U p 0 3 U O_ONONO` ❑ U U ONO U ❑ N❑ U -O O WINDOW GLASS WIDTH TYPE 3 1 1 1 1 1 B,D,F,G,1_ H,J 1121i21�221211222222!22i22,3222223212232i321233332123',33.4333!3 1 1 1 1 3—'3 19.125 1 1 1 1 1 1. 1 1 1 1 1 1- 1-_ 1 - 1-_ 1_- 1 1..- _ 1 -1 gQE,I _1 22 2 2 2 2 2 2 213 ziz zi2 2f2 ziz 2 2 2'.2 z;z 2�2 2!z 2 z 2I2 z!3 2Tz 2!z B,D,F,G,1H,J1;21'222 t_2'3_1�1_2 T 3r4 212 313 4 4 313 4i3 2'2 z!3 2;2 2i3 3'3 212 3i3 3 4 2i2 3 3!4 2t2 3T3 24.000 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 _ 1 1 __ 1 __ 1__._..�.. .- _.__gD,E,I -r 2 _ ti2 2'2 2{2 2 3 2!2 2!3 3i3 -- 2�2 3!3 2 2 212 212 2 2 _j 2i2 _.. 2!2 2�2 2i2 2,2 2 3 2I2 2i3 PEP 119 119 1 2 1 2 2 1 2 2 1,--.2 2 1 z 1- 2 B,D,F,G, 2 1 2 2 2r3 2�2 2!3 2 3 2T3 2133i4 2 3 313 3 5 2'3 _?._2 3'4 3-T4 _1._ 313 314 ..1-_2.-2 3 4 3!3 3r4 4 5 3 3 44 32.000 H,J 2T2 2�2 1 1 1 1 1 1 1.11151i 1___� � 1_.-1 �.. gCEI 1 '2r22:2 1 1 2r22T3 1 1 2T2213 1 2!32 32'33.4 2,33 _1,--1 �32(32I22323 ..-1... 2 2 2;2 23 212 32 2,32!2313 .1:_-. SF D, ,G, 103 2 1 117 2 2 119 2 2 1 2 2 3T4 1 2?3 2 314 2 3':4 2 2T3 2 3� 2 3 5 2 273 2 3l4 2 3i5 _z 3'3 _ 4 --2 4!5 1 353 4'4 T5 1 3lp4 2 _4 37.000 J 2 2 2;2 22 3 2!3 3'3 1 gC,E,I 2 '2 2 1 2'2 2 212 2 2'3 1 2i3 2 3I3 2 3i4 1 2�3 2 3�4 2 3i4 _2 2 3 2 3:4 2 2,3 _1 2i3 _2 2i3 2 213 _1 2i2 2'3 2i3 2i2 3 314 212 3f3 PSF 95 108 120 119 2 3 2 2 2 2 2 2 2 B,D,F,G, 2 _2 2 2 2 2 _2 2 2 2 2 _2 . -2_ - .2rfil 40.ODO H,J 2'22i2223323333[42{33•.43'5 V3343533483�53T3413'34{54637445 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2_2 _2_ _2 2 2 AC,E,I 2�2 2i2 2I2 3 3 _2 2r3 E3 3T4 _2_ 2T3 3;4 3:4 213 314 2C4 2T3 3T3 2,3 212 2T212 313 3�4 2'f2 313 PSF 872 109 119 3 2 2 3_ 2 2 _3 j - T" _-'_ -'_- -_ r- - --.1 4i6 _ - 3z3 425 _ 425 3Z3 4Z5 426 424 ._ 515 44.000 2 2�3 2 2 2 - 2 ' 2 2 2 2 2 2 2 2 2 2 _. 2_ 3!4 ACE 2!2222 213 2�3 3Z3 3�4 2T3 3T4 334 2T3 3T•4 334 2!3 333 2?5 !3 2.3 213 2,4 2{3 313 314 213 PSF 79 119 80 100 113 114 119 3_. B,D,F,G, 2 2 2 2i2 2 212 2 3.3 2 2 3 2 313 3 3 4 2 3 3 2 3'-4 3 4,5 2 3'4 3 4 5 3_ 4;6 2._ 3 4 4i5 _3.3_ 46 3 4 4�5 57 4.4 3-_48.000 5�fi2 H,J 2 2 2 2 2 2 2 2 2 2 2 ffiii _2_ 2 2 2 2 _2_ 2 2 2 3:4 2 2 2.2 22 2:3 2.3 2-•3 3(4 2 3 3 4 3'.4 2P3 3:4 2!4 2 3 3'3 2!4 2I 3i4 213 SF 72 116 82 90 103 103 118 113 2 3 3 2 2 3 D 2 2i22'222L3233,33143143; 2 2 3 2 2 3 2 3 43'S 3 2 3144'. . ,. 54!6344154'634 3 2 3 3 :54183'4 ,3 S165 4�5518 53.125 J 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2- 2 2 _. _?_ ? ?_ ir-.92222' 32132731 4T - 33:43.42,33431-4 - - 33'42',3 33'�42{33. 52133;4 070MCNNawcYORM N.WNILE,FLN2M (941)4&0IWD CERT. OF AVM MM seam I NTS 1 10 a 14 1. ANCHORTYPES: 1-114-ELCOULTRACONSOR912 SCREWS INTO METAL 2 -114' ELCO SS4 CRETE-FLEX 3-#12 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIING DIMENSIONS. HEAD-18112" MAX FROM TOP CORNERS JAMBS -17 VP" MAX FROM TOP CORNERS 1S' MAX. FROM BOTTOM CORNERS 6' MAX. BELOW MTG. RAIL SILL -ANCHORS NOT REQUIRED 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2. 4. OESIGN PRESSURE LIMITATIONS: SIZE BLOCKS IF TH EADJACENT TABLEWITHA BOLD ITALICIZED VALUE ABOVE THEM. INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD, DUE TO ANCHOR SPACING LIMITATIONS. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE ANC GLASS TYPE IS AVAILABLE. S. SEE NOTE 4, SHEET 14 FOR METAL SUBSTRATE REQUIREMENTS. TABLE KEY: (DP LIMPED) MAXVE PSF 118 HEAD _.2 JANBA802T3 MPG.RL JAMS BELOW MPG. RAIL (FULL DP) HEAD 2 . JAMB ABOVE 213 MPG. RA L JAM9 BELOW MPG. RAIL SEE TABLE 1 FOR FULLOP uceNSF'y.Yet Pr 'A s W 58705 WATE OF (V�` ANCHOR QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS TABLE S. WINDOW HEIGHT SUBSTRATE: 29.655 37.155 44.855 62.155 59.655 87.155 74.655 76.000 ANCHOR TYPE. ❑ I'10 NAQNO 5 U Z�2m0 0 U Or U ❑ o Z�ZN'LO NO O o ON 0 ❑ � O Z�ZRO NO 0 U On 0 ❑ O Z-ZnO NO 0 0 ON 0 ❑ U Z�ZRO NO U ON Dill ❑ O U Z�Z'•'?O NO ON 0 0 ❑ o z NO 0 U MO ONONO 0 ❑ U Z-Z 3 0 0 O 0 WINDOW WIDTH GIAS TYPE PSF 113 119 18.125 B, D, F. H.J 1 -111 1 1',1 1 11 1 2j2 1 22 1 2i2 1 212 1 2f2 1 212 i 3'2 1 212 1 3T2 1 313 1 212 1 3'2 1 3 3 1 2�2 1 32 1 3�3 1 3i2 1 3 3 1 3j3 1 3�2 1 3 2 A,C,E, G,I 1 1 1 1 1-i1 1 1T1 1 2)"2 1 2;2 1 212 1 2i2 1 2i2 1 2i2 1 32 1 2f2 1 3 2 1 Q 1 2I2 1 3j2 1 2j2 1 2!2 1 212 1 2t2 1 212 1 25 1 2j2 1 2(2 1 212 PSF 90 119 103 119 24.000 B, o, F, H.J 1 1F1 1 1'71j122 1 1 1 Y27.23r 1 1 1 2!23123i3223j34331243373324-(33�332433i332313 1 1 1 1 1 1 1 i 1 1 •1 1 1 1 1 1 A,C,E, G,I 1 ._ _ 1�1 1 _..._ 1i1 _ 1 'IT1 }_ .. _ 2�2 i ._T_ 2 2 1 212 i 3t3 ... 1 2i2 1 -- 3'1,2 1 3T3 1 _� 2i2 _ 1 3j3 1 �_ 2!2 1 __._ 272 _.. 1 3�2 _i 2j2 .... 2(2 2 _T._ 2,2 ..1 _ 2,2 212 _ 1 2 2 2 2 212 PSI 6B 111 77 111 119 32.000 B, D, F, H,J 2 1 1 1 111 2 1[7 2 221 1 2 2r2 2 T3 1 2F3 2 31.3 2 473 1 3 3 2 4,3 2 414 1 3�3 2 5F4 2 4 4 1 1.2 312 4,3 2 4(4 1 3!2 1 4 3 2 4 4 1 3�2 1 -4T3 A,QE, G,I 2 1111T71(1 1 2 2 2222 1 2 2,2313 2 1 213334 2 2 33'3433133�,233222!2 1 2 2 1 1 1 1 1 2.222212222122222 1 1 1 1 1 1 PS 59 96 67 96 109 119 37.000 B. D,F, H. 2 L1 1 1i1 2 1;1 2 212 2 212 2 2(2 2 3'3 2 213 2 3,3 2 4i4 2 313 2 bj4 3 4i5 2 413 2 514 2 4 4 1 313 2 5I3 2 414 1 413 2 5{4 _2 __7. 414 3;3 2_ 514 A,C,E, 2 1 2 2 2 2 2 2 2 2 2 2 2 1 2 1 1 1 1 1 1 1 1 1 G. 111 7I11I1 2 2 212 2.2 3 3 2 3 3T3 4I4 3�3 4;4 3i3 313 4T3 3 2 2 2 3,2 2T2 2 2 3 2 2,2 2)2 3)2 PSF 54 B8 62 B9 10111131 119 40.000 H,J �l� 117 2 7 1 2 2�2 2 2 2 2 T 2 3 3,7 2 3F3 2 3r3 3 414 2 3!3 3 414 3_.._ 565 2 4:3 3 5,4 2 414 2 313 2 514 2 5 5 2 413 2 5j4 2 5T4 2_ 4 3 2 514 A.CE GI 2 ' 111 2 - 1T1 2 1)1 2 2',2 2 - 2fe 2 2 2 2 2 2 373 2 413 _2_2 413 3T3 _? 413 _2 3I3 2 2 2 2 32 2 3'-- •3 2 --'- 22 2 312 2 -- 3�3 _-2 2.2 _2_ 3!2 PSF 49 61 56 81 1 922 1021-9T9 1f7 }}8 gq,0pp B, D, F, H,J _ 2 }j� 2 .._ ��� 2 __. 1 1 3 2�2 2 2 2 2 2 2 3 _ 3'f3 2 _.._._._r._. 3(3 3 7�3 3 414 2 _.._ 3 3 3 4j4 3 5j5 2 ,._ 413 .. 3 5!5 3 .__ 4T5 2 4(3 2 5 4 3 _._._.___ 5,5 2 413 2 5 4 ... 2 5,5 _ 2 4 3 2 5 4 A,C,E, 2 2_ 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 G,I 1T1 _. 1T} 1!1 2I2 2`2 _ 212 _ 3�3 3 3 3'3 3T4 __... 33 .... -if 3i3 _ 4r4 _ 3.3 .._._ 4'3 _ 313 -�- 2,2 _ _ 3�3 _ 3T3 __. 3i2 3 3 3(3 312 3!3 PSF 45 74 51 74 119 94 94 107 109 1 1f4 48.000 B, D, F, HJ 2 1r1 2 1 1 2 1 1 3 2T2 2 22 3 22 3 3 9 2 3!3 3 B 3 3 4 4 2 414 3_ 414 4 5,5 2 4 4 3 5.5 3 5i5 2 4 3 3 5.4 3 5j5 2 4.3 3 5 5 3 5'5 2 4�3 3 Si4 A,C,E, G,I 2 1A 2 1l11A 2 2 2i22i2223733i3313 2 2 2 2 2 2 3.43i3 2 1 2 T33'433433'32'2 2 1 2 2 2_ 2 2 3.3313 2 2 3233 2 Al2 A 3123'3 2 PSF 4! 87 46 67 1f0 78 B5 119 97 98 112 53.125 B, F. H J 131 121 I 121 232 222 232 343 -I- 3 3 4 4 414 4j4 4 5'.'S 2 4 4 3 5,5 3 5,5 2 413 3 5 4 3 fiI6 2 4.3 3 8 5 3 5 8 4j!5 2411.- A,CE G.13 2 111 2 11 2 }'} 2 212 2 2�2 2 2i2 2 3i3 2 312 2 33 2 34 2 3i3 2 3T3 2 3T4 2 2 3 2 313 2 313 2 2�2 2 313 2 3!3 2 212 2 313 2 3�3 22 3j3 N.VENICE,RMV5 Ic10+eo1mo lXRT.OF AU Pl933J sx4m I NMI 11 s 14 1. ANCHOR TYPES: 1-174' ELCO ULTRACONS OR #12 SCREWS INTO METAL 2-114• ELCO SS4 CRETE-FLEX 3412 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING DIMENSIONS: HEAD .18112- MAX. FROM TOP CORNERS JAMBS -17fir MAX. FROM TOP CORNERS 1V MAX. FROM BOTTOM CORNERS 6- MAX. BELOW Ml RAIL SILL -ANCHORS NOT REQUIRED 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2. 4. DESIGN PRESSURE LIMITATIONS: SIZE BLOCIOSOFTHEADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM. INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD, DUE TO ANCHOR SPACING LIMITATIONS, OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE S12E AND GLASS TYPE IS AVAILABLE. 5. SEE NOTE 4, SHEET 14 FOR METAL SUBSTRATE REQUIREMENTS. TABLE KEY: (DP LIMITED) MAX PSF 117 HEAD 3 JAMB ABOVE 313 MTG. RAIL JAMS BELOW MTG. RAIL (FULL DP) HEAD 2_ JAMBABOVE 3!2 MTG. RAIL JAMB BELOW MTG. RAIL SEE TABLE 2 FOR FULL DP NO.58705 A LYNN MILLER, P.E. ANCHOR QUANTITIES ABOVE MEETING RAIL HEADBJAMBS CUSTOM FLANGED WINDOW HEIGHT MINUS SASH HEIGHT TABLET. WINDOW HEIGHT MINUS SPSHFEIGHT FROM TABLE 6. SUBSTRATE: 17.125 22.668 28.211 33.754 39.298 44.839 50.382 1 55.925 ANCHOR TYPE: ❑ O �O O �Oci ❑ U O ❑ U o ❑ U O ❑ o U ❑ O U ZNcp ❑ o O ❑ V O�Q U WINDOW GLASS NO pOg�O�OciO�O'-O'wO�O�O nO�O�O�IOpNZ U U U O�ZNg O O U O WIDTH TYPE ' U O 5 O U O U 3 U O 3 3 5 S PSF 18 179 1 1 1 1 1 1 i.. �_. 1.. 1.. 1_ 1 ,_7_ _..?_ 1 1._._t_ __7.__7..._5 -6__ H.J 1- --1 ._..T. 2_ 2_'1- _. 2 .. 2 3 _7._ 3 2 3 3 3 4 4 4 3 4 4 3 5 5 4 19.125 G 1 . i .. _.._.1 1 1 2- 2­ 2 2 ..._2_. 3....3..._2_ _3... 3... 3 . 4 . .4...,._3... 4. .4 3 5 -.._4 ..4 ..5... i 1.. 1 1_ 1 1 1._i._ 1 1 AC,EI-1 1... ,1 .2 _7.....1 2 2""2 2 3 -_7_. 3 .1. 2 3 .1._. 3 _1, 3 3 "3" 3 4" .1_. 3 _.1.. 3 4. ._1._,1 3. -3 .1 3_ PSF 119 119 118 B.D. F. 1 1_._1 1 1. 1 1 1._ t._._1_. 1 1._.. 1 _. _1. 1... .�... ..�.: 1-_ �_.._],_._1_. H J 1 1 1 2 2 _ 2 3 2 _1 3 4 3 4 .. 4 .._1- 3 4 .1 5 3 B 6 4 6 6 4 6 24.000 1 i_ i .3_ ..4 _3.. _5. _3 '5_._.4 .8 G .-1' 1 ��."2''2 2_. .9__Z.. 3.__4... 4. 4 5 4 4 5 1 1. 1 1 1 1 1 1, 1 1_. �.........1 1'" 1 A,C,E 1 ... 1 __1 1,_. ---f- _2. .2_ _ .;_ -3_ .-2. - -3 _ _4_.. _i_ 3_ 4 ...1 4._ ...3_.._4_ s _1_ 3 ... 4 3 _t 9 . .1 - 4 ' 3 _i 3"_ _3.. PSF 10 19s 11B 10H 119 110 1 9 B, D. F. 2. 2 1 2 1 2 2 t 2 2 1 2 2_ ..6 _.1 2...._2...._1- 1 2. _2. _. 1 _.2. HJ 1, 1_...� ..1. ..2 _2' _2 1-._3 3. 4.. _.3.. 4. 5.. ..4_. 5- 4 8 6 5 7 6 5 6 32.000 2 _ _2_.__., 2. _2_.. 3_..2 2 ..._._. 2._ ._____ ._._ __..G _._2 3223 3 3 4 3- 4 5 4 5 6 4 8 5 4 6 5 4 5 A,O,EI 2 2 _ 1 __ _._2_ 2 2 .3`-3 1_ 2_. 3 _2 3 _1_. 3 2. 3 ._2.._ a 1_. 3 1 .4 .1.._1 4. 3_ 1 4- _1-. ,f _1_.,_.._Z 3 d- 3...-9 .. 3._PSF 9719 0 5 982 2 2 2_ 2 3_...2... 2.3_._2. 2 2.. 2 2..._2._.�_ t12 ,_2.. ._3 _2 .3....._3 3 4 4 4 $ 4 ___.3...2. 3 -6 5.-6._..6 5 7 6 5 7 37.000 22 2 2. 2 3 2 2... 2 2 -2 2 ... .. 3 ..... 3 3 -3 4 __2_. 4 4 5 5 ._.._. 8 5 8 ..._ 8 4 __._...."2_1- 6 5 4 5 2..2 1- 2 S- _ 2 2 _ 2. 2 _ 2_. 3 _1_ 3 2 1 2_ 4 _.1... 3 2. 4 ._2 . 4- _1 3_ 2 . 4 __ 2. 4 _1 3 ._2_ 4 ._2_. 4 1 S 1..... 4 1.... ,f _1, 9 _1 4PSF 14 85 B8 9 8 f02 105 94 115 2_ 2_ 2 3 2 3_ 3._ 3. 2. HJ .._2 t 1 1 2 _ 2 _ 2 S. -_2 3 -3 4 _ _. 4 4 5 __.. 5 _.__ 6 .__. 8 5 __3 6 _ _ 6 _? 5 __2:, 7 .-. 8 _Z 5 7 40.D00 G 2 2 2 2 2 3 2_ 2 3__-2_ 3 -6 2 ] -6 _.4 .a 5......4 T_ ...1_. 1. 2.. -1 - 2 3..3. 3 4- 4 4 5, 5 5 6 6.. B.. 2 2 2_ 2 2 2.,. 2,_ 2__ 2_ 2 2. 2_ 2 2_ 2 2 2 2 2_ 2_ AQE.I _.;T.. _1 _2.. Z. 2 .....3. _ 3 _ 3 4 3 _._ 4 4.._3 5 _d _3 S . 4 _ _.7 '4.. _ 4 -_2__., 3 4 PSF 64 7 86 12 77 BB 118 0 19 3 5 B B.D.F. 2 2 3 2 3 2 3, 2__ 3 3 3 3_._2. _3 '-3_ _2 3 .3 _.2. -7 .2_.. .3.-: -.2._ 44.000 2 2 2 3 2__ 2 3 2_. 3 3 2. 3 3 2- 3 3_ 2_ 3 3 2 �5 2 .. F . G 1 1 7 2 2. 2 3 3 3 4 4 4 5 4 5 6 d 8 6 7- 2, 2 2 2 2 2 2 2 2 2 2__2 2. 2 2 2 2 2 2 A.C,EJ 1 1 1 2 2 2 3 ,2 3 3 4 _2. 4 4 ,2 4 3 4 3-. ..3.. 4 d „_2 3 5 d '3 _2 '4- PSF 102 0 f0 7 10 73 1 76 7B BO 02 B,D F, 2 2 2 3. 2 3 3 2 3... J_ 3 3.. _2_14� ..5 -2 3_._?... 2_._3.. HJ 9._._1.... .. i-..2_. 2.. 2 3... _3 .3 . ...4.. 4 _2.. 4 4 5 .,2 5 5 $ 6 7 7 5 7 48.000 2 3._3.. 3__.3 ..2 3 ._3._. 2. _2 -6 3 2 _. ..2.. .. 2_. _ ...... 2 3 ._2.. 3 3 .. .._2_ 4 "5 5' 6 5 6-_B 4 6 2_, 2 2 2 2 2 2_ 2 2 ...2. 2 2 _ 2_ 2 2... .2.2 2. _2,-,. 2 2 AC,E,I --2. 1 1 1 2 _2 2 3 3 3 4 3 d 4 3 4 4 3 3 4 4 3 4 PSF 1 1 77 7 B. D. 2 2 3 2_. 3 4 2 3 4 2 3 2 3 3. 2 __2 3 3 2 ---9 _ 53.125 G 2 3 3 2 3 _3 3 2_ ..4 3. 2. 3 2 ..2 3 .3 _2. ,3, 1 1... 1. 2. .2..-2 5 3_ 4.. 4._5 4 6 6 5'S ie 5-"8A,G.EJ 2 -t 2 2 2 2 2 2 2-, 2„ -2.'1 ..3.. d 4., ..._3. ..4....a ..4... 2 2...23_. 3..... 3 4.. 3.. 4.. 4 4 CERl.OFAUTH.W1 N ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 -1/4" ELCO ULTRACONS OR #12 SCREWS INTO METAL 2 -1/4" ELCO SS4 CRETE-FLEX 3.#12 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING DIMENSIONS FOR ABOVE THE MEETING RAIL: HEAD -1812" MAX. FROM CORNERS JAMBS -1712" MAX. FROM TOP CORNERS 11 12" MAX. ABOVE THE MEETING RAIL 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES FOR ABOVE THE MEETING RAIL USING THE DIMENSIONAL CRITERIA OF NOTE 2. USETHE SASH HEIGHT TABLE ON THE NEXT PAGE TO COMPLETE THE ANCHORAGE REQUIREMENTS FOR CUSTOM NEW WINDOWS. 4, AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW' WINDOWS ARE 12 5W MIN. TO 38' MAX. S. DESIGN PRESSURE LIMITED: SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD, DUE TO ANCHOR SPACING LIMITATIONS. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. 6. SEE NOTE 4, SHEET14 FOR METAL SUBSTRATE .REQUIREMENTS. TABLE KEY: (DP LIMITED) MAX. PSF 112 HEAD 2 _ ;+��UCI EISED RwVM JAMB ABOVE[2 a,RdrvR s FMHda MTG. RAIL lIwJd., Code 17-94dt . (FULL DP) HEAD JAMB ABOVE 4 M1'I&; -I CT ` 14Y LYN/y M ', NITG. RAILao......... tC OFLE3FOR FULLSEE FULL OF _ * ; No. 58705 :. ;p0s sNeao Yf NTS 12 a 14 1��4032-20 � A. LFL FL ANCHOR QUANTITIES BELOW MEETING RAIL (JAMBS), CUSTOM FLANGED WINDOWS BASED ON SASH HEIGHT TABLE B. SASH HEIC4-R SUBSTRATE: 12.776 15.776 16.776 21.776 24.778 27.776 30.776 31.106 ANCHOR TIP kNNOOW WIDTHPS n N$ f¢ ,Qo o U H �oRj p U o p o i u o p o 2 7 2 2 2 2 212 2 2 2 2 3 2 2 312 3 3 2 3 3 2 3 _-12D -110 2 1 2 2 2 2 212 2 2 2 2 2 2 2 312 2 3 2 3 3 2 3 19.125 _ -95 -60 2 1 1 1 1 1 2 2 1 1 2 2 2 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 2 2 2 65 1 1 1 1 1 1 2 1 2- 2 2 2 2 2 2 2 2 2 2- 2 2 _2 2 2 2 -50 1 1 1 1 1 1 1 1.1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 -120 2 2 2 NA 2 2 3 2 2 3 2 3 3 2 3 4 2 3 4 3 4 4 3 4 -110 2 1 2 2 2 2 3 2 2 3 2 213 2 3 4 2 3 4 2 3 4 2 3 .95 2 1 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 240W -80 2 1 1 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 -65 1 1 1 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 -50 1 1 1 1 1 1 2 1 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 -120 NA 2 2 NA 2 NA 3 3 3 3 3 3 4 3 4 5 3 4. 5 3 4 53 4 -110 2 2 2 NA 2 NA 3 2 3 3 3 3 4 3 3 4 3 4 4 3 4 4 3 4 -95 2 2 2 NA 2 2 3 2 3 3 2 3 3 2 3 4 2 3 4 3 4 4 3 4 32.WD -8D 2 1 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 4 2 3 4 2 3 -65 2 1 2 2 1 2 2. 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 -50 1 1 1 2 1 1 2 1 2 2 2 2 2 2 2 2 22 2 2 2 2 2 2 -12D NA 2 NA NA 2 NA NA 3 3 4 3 4 5 3 4 5 3 5 5 4 5 5 4 5 -110 NA 2 2 NA 2 NA 3 3 3 4 3 3 4 3 4 5 3 4 5 3 5 5 3 5 37OW -95 -60 2 2 2 1 2 2 NA NA 2 2 NA 2 3 3 2 2 3 3 3 3 3 2 3 3 4 3 3 3 3 3 4 3 3 3 4 3 5 4 3 3 4 3 _ 5 4 3 3 4 4 -65 2 1 2 2 1 2 2 2 2 3 2 3 3 2 3 3 2 3 3 2 3 3 2 3 -50 1 1 1 2 1 2 2 1 2 2 2 2 3 2 2 3 2 2 3 2 2 3 2 3 -120 NA 2 NA NA 2 NA NA 3 NA 4 3 4 5 3 4 5 3 5 6 4 5 5 -110 NA 2 NA NA 2 NA NA 3 3 4 3 4 5 3 4 5 3 5 5 3 5 5 -95 NA 2 2 NA 2 NA 3 2 3 4 3 3 4 3 3 4 3 4 5 3 4 5 40000 -60 2 2 2 NA 2 2 3 2 3 3 2 3 3 3 3 4 3 3 4 3 4 4 65 2 1 2 2 2 2 3 2 2 3 2 3 3 2 3 3 .2 3 3 3 3 3 SO 2 1 1 2 1 2 2 1 2 2 2 2 3 2 2 3 2 3 3 2 3 3 -120 NA 2 NA NA NA NA NA 3 NA NA 3 4 6 3 5 6 4 5 6 4 6 $64 6 -110 NA 2 NA NA 2 NA NA 3 NA 4 3 4 5 3 4 8 3 5 6 4 5 5 -95 NA 2 2 NA 2 NA NA 3 3 4 3 d 4 3 4 5 3 4 5 3 5 5 -6D 2 2 2 NA 2 NA 3 2 3 3 3 3 4 3 3 4 3 4 5 3 4 4 65 2 i 2 2 2 2 3 2 3 3 2 3 32 3 3 3 3 4 3 3 3 -SD 2 1 2 2 1 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 3 -120 NA 2 NA NA NA NA NA 3 NA NA 4 4 NA 4 5 6 4 6 7 4 6 7 5 6 -110 NA 2 NA NA NA NA NA 1 3 NA NA 3 4 5 4 5 6 4 5 6 4 6 6 4 6 .95 NA 2 NA NA 2 NA NA 3 NA 4_ 3 4 4 3 4 5 3 5 6 3 5 6 4 5 4B.000 .80 2 2 2 NA 2 NA NA 2 3 4 3 3 4 3 4 4 3 4 5 3 4 5 3 4 -65 2 1 2 NA 2 2 3 2 3 3 2 3 3 3 3 4 3 3 4 3 3 4 3 3 60 2 1 2 2 1 2 2 2 2 3 2 2 3 2 3 3 2 3 3 3 3 3 3 3 -120 NA 2 NA NA NA NA NA NA NA NA 4 NA NA 4 5 NA 4 1 6 7 5 7 7 5 7 -110 NA 2 NA NA NA NA NA 3 NA NA 4 NA NA 4 5 NA 4 6 7 4 6 7 4 6 -95 NA 2 NA NA 2 NA NA 3 NA NA 3 4 5 4 4 8 4 5 6 4 e 6 4 6 53125 NA 2 NA 7_ NA NA 3 4 _ 4 4 3_ 4 6 3 4 5 3 5 5 3 5 _-80 -65 2 _2 2 2 NA 2 2 3 _3 2 3 4 _3 2 3 4 _ 3 3 4 3 4 4 3 4 4 3 4 -50 2 1 2 2 2 2 3 2 2 3 2 3 3 12 9 1 3 1 2 1 7 1 3 1 3 1 3 1 4 1 3 3 N. WNILE. FL3 l 1ea04eo-14ao LERT.OFAUTHA]BIDa 1. ANCHOR TYPES: 1-1/4' ELOO ULTRACONS OR#12 SCREWS INTO METAL 2 -1/4' ELCO SS4 CRETE-FLEX 3-#12 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING DIMENSIONS FOR BELOW THE MEETING RAIL. JAMBS - 6" MAX. BELOW NTT RAIL 75MAX. FROM BOTTT OM CORNERS SILL -ANCHORS NOT REQUIRED 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES FOR BELOW THE MEETING RAIL USING THE DIMENSIONAL CRITERIA OF NOTE 2. USE WITH THE TABLE ON THE PRECEDING PAGE TO COMPLETE THE ANCHORAGE REQUIREMENTS FOR CUSTOM VIEW WINDOWS. 4. AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW WINDOWS ARE 12 SIB" MIN. TO W MAX. 5. SASH SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLO ITALICIZED 'NA" IN THEM, MEANS RESPECTIVE ANCHOR AND SUBSTRATE COMBINATION IS NOT AVAILABLE FOR THE RESPECTIVE MAX. PER 6. SEE NOTE 4, SHEET 14 FOR METAL SUBSTRATE REQUIREMENTS. TABLE KEY: `����p01 LYNAI JAMB BELOW J P.' '•, 41 . MTG. RAIL j *,N4. 58705 0 =r A „. ........ .. ..__......�_....__.__.. ..a,.� es. u.�' w+.w — A. LYNNMNWR; P.E. F.K i/4ro5 J.J. �7N5 .0 eii0is�m"m ® sMew NTS 13 d 14 403E-ZO G FL P.E.#58705 EXTERIOR INTERIOR 1.T4' MIN. EDGE iACON ANCHOR) V' (ALL HEAD AND SILL DETAILS) 2-1/2-MIN, EDGE CONCRETEANCHOR 'EFLEXANCHOR) CK (SEE NOTE 183) 2X WOOD SUCK (WOODBSEE 3.35 KSI MIN. CONCRETE ��,., 1 3!4"MIN. OPTIONAL tx WOOD BUCK '•' o (SEE NOTE 3) 1-1/4" MIN. EDGE (CMU)- 1-3/4' MIN. EDGE (CONC.)- 1/4'MAX.SHIM 1�T I //n 1. FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY WOOD ANCHOR APPROVED 114"ELCO ULTRACONS OR 114'SS4 CRETE-FLEX- MINIMUM DISTANCE FROM (SEE NOTE 283) ANCHOR TO CONCRETE EDGE IS 1 314' FOR ULTRACONS INTO CONC., 2-1Y1' E.D. FOR ULTRACONS AND CRETEFLEX INTO CMU AND CRETEFLEX INTO CONIC. T MIN. EDGE 2, FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY, USE #12 STEEL SCREWS (G5), 114" SS4 CRETE-FLEX FOR DETAILS B S D OR 0.131'0 x 2-1 Q' COMMON NAILS (F 1667 NL CM S-07 Z(6d)) Sd PENNY SS ZINC COATED COMMON NAILS, TYPE I, STYLE 10--FIN MOUNTED ONLY (SEE DETAILS E, F AND G THIS SHEET) 3. WOOD SUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE 1 3f8, TOTAL THICKNESS IS LESS THAN 1 112". ix WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE MIN. INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. WOOD BUCKS DEPICTED AS 2x ARE �— 1 la' THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE 114" ENGINEERED BY OTHERS DRAB APPROVED BY AUTHORITY HAVING JURISDICTION. MAX. 1/4' 4. FOR ATTACHMENT TO ALUMINUM,THE ALUMINUM SHALL BE AMINIMUM STRENGTH OF SHIM MAY, 6063-TS AND A MINIMUM OF I/8"THICK. FOR ATTACHMENT TO STEEL OR STEEL STUDS, DETAIL DETAIL SHIM THE MATERIAL SHALL BEA MINIMUM STRENGTH OF33 KSI ANOAMINIMUMOF.W THICK. THE METAL STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL TYPICAL FLANGED HEAD ANCHORAGE SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x 1.3/4' MIN. EDGE (ULTRACON INTO CONC.) WOOD BUCKS. THE ANCHOR SHALL BEA 412 SHEET METAL SCREW WITH FULL r2-il2"MIN. EDGE (ULTJCRETEFLEX INTO CMU B CRETEFLEX INTO CONC.) ENGAGEMENT INTO THE METAL. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ULTRACONS MAY BE USED 1/4" MAX. CONCRETEANCHOR, FH BELOW MEETING RAIL. (SEE NOTE 2) I 1318'N. 5. ANCHORS ARE NOT REQUIRED ATTHE SILL OF FLANGED UNITS. �I LMI6. FLAT HEAD ANCHORS, WHERE REQUIRED, MUST HAVE N12 TRIMFIT HEADS. NI 7. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO —r CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 1'MINSDGE FLORIDA BUILDING CODE. I 3.35 KSI MIN. CONCRETE OR 1.5 KSI MIN.. CMU 1x BUCK OPTIONAL WITH SOLID CONCRETE OR CMU SUBSTRATE (SEE NOTE 3) DETAIL C DETAIL D TYPICAL FLANGED JAMB ANCHORAGE 1/4' 5/8' MIN. EDGE MBEDMENT MAX' SHIM I 1OODFRAME--- .131' DIA. MIN. x2 1/2"NAIL, AT CORNERS AND S' O.C. FH BELOW MEETING RAIL. (SEE NOTE 2) INTERIOR (ALL JAMB DETAILS) EXTERIOR lul 1/4" /DOD FRAME MAX. _[SHIM .131' DIA. IN. 518" MIN. EDGE X 212" NAIL, AT CORNERS AND S'O.C. WOOD FRAME III II L,x 2112'NAIL, 1"DI NAIL, MAX. AT CORNERS SHIM AND S'D.C. DETAIL F, (HEAD) DETAIL E, (JAMB) TYPICAL INTEGRAL FIN ANCHORAGE CERT. Of nM#.8 DETAIL G, (SILL) INCHORAGE DETAILS ILUM. SINGLE HUNG WINDOW, NON -II m w SHM NTS 14 • 14 4032-20 xiVttlr Flalex #. Na.55�8705