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Home My WebLink AboutNOASCANNED 111AMDADE ` BY MIAMI-DADE COUNTY a St. Lucie Col, nt�� PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOTfRCES (RER) 11805 SW 26 Street, Room 208 130ARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economv PGT Industries, Inc._FILE COPY 1070 Technology Drive North Venice, FL 34275 c��+ p q p `� SCOPE: I� o m t t=W— 6 I V I— 0 2-V )f This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall'not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "PGT" Clipped Extruded Aluminum Tube Mullion — L.M.I. APPROVAL DOCUMENT: Drawing No. 6300JR, titled "Impact —Resistant Aluminum Tube Mullions", sheets 1 through 25 of 25, prepared by manufacturer, dated 08/29/11, with revision C dated 06/19/17, signed and sealed by Anthony Lynn Miller, P-E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. 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 followed by the expiration date may be displayed in displayed, then it shall be done in its entirety. by the words Miami -Dade County, Florida, and advertising literature. If any portion of the NOA is 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. r ' / NOA No.ay 26,30.01 Munwaoe eounrr Expiration Date: May 26, 2021 Approval Date: November 09, 2017 Pagel PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA 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 5th Edition (2014) and with FBC 6th 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 l Jorge M. Plasencia, P.E. Pro uct 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-51 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 LOCATIONS REQUIRING NON -IMPACT OR LARGE AND SMALL MISSILE IMPACT -RESISTANT PRODUCTS FIGURE 1: MULLFNI �CPNO WIoiH FCA VERIIGIMLL L MULLIONS � MUIONS AOEDO..,cH: sl¢Ere xa SEE lHFU ; / THNU O; sNEETSN I\ YER ANLL LEN01H - I III jam' /III III LONMTH FOR.. ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: F—OPEMNG VnoM� —ILFMUORNI— TII r FuE BGHT r r MR OFE MULL HBRR LNG HFGM r LEA, RL MALL SINGLEMULLION L SINGLE MULLION -1 BFECDMc"BPONDWGOETMS `, FPAMRGUREIAROVE CODES/STANDARDS USED: 02017 FLORIDA BUILDING CODE (FBC). = EDITION •2014 FLORIDA BUILDING CODE ITS STH EDIRDN •ANSIIAFBPA NDS¢015 FOR WOOD CONSTRUCTION .ALUMINUM DESIGN MANUAL ADMF2015 •AISI S100.12 •AISC 36410 1) DETAILS SHOWN ARE FOR THE MULLION ONLY. ANCHORS SHOWN ME IN ADDITION TO ANYANCHORS REQUIRED FORTHE INSTALIATICH. TYPICAL APPLICATIONS ARE SHOWN. EACH SITUATION IS UNIQUEAND SHOULD BE FENESTRATION PRODUCT EVALUATED BY AN E(PERIENCEO INSTALLER FORTHE BEST INSTALLATION METHOD, OPTIONAL IX OR 2X WOOD BUCKS IF USED, MS GEGEGT MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND METO BE DESIGNED BY OTHERS. ELEI 2) THE TYPE AND NUMBER OF ANCHORS IS CRFRCAL TO THE STRUCTURAL PERFORMANCEOF THE MULLED UNITS. MUWONS 'FREE-FLOATING' AND DO NOT NEED TO BE DIRECTLYATTAOHED TO THE MULLION CLIPS, BUT SHALL WILL MULL INSTA HAVE BEEN TESTED AS NOT HAVE A OM OF MORE THAN I/4' FROM THE CLIP. mm MOLL 3) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED ARE CALCULATED TO DEFLECT NO MORE THAN.U180. THE JM STRESS INCREASE WAS NOT USED MMMLLI ALT DESIGN PRESSURE. MULLIONS IN THIS ANCHOR EVALUATION. THE IS LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. BAYL I X2, 4) PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OR IERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 6) USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND 1SFEOETAA3 ANCHORAGE FOR THE COMMON MULLION, SEE ENAMPLESONTHIS SHORT AND SHEET24MRMULTPLEUNITS. CONSIDER AIHRUO; ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES. THE LOWEST DESIGN / SHET52A PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. GP INO HDIOHT B) WHEN FINDING YOUR SIZE IN THE MULLION TABLES, ALWAYS ROUND UP TO THE NW SIZE SHOWN ON THE TABLE(S). FOR M' T) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO, WOOD BUCKS BY OTHERS, MUST SEEDETAI.M BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE COATED OR CORROSION RESISTANT SHEETS AS APPROPRIATE FOR SUBSTRATE MATERIAL. DISSDAILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT REACTIONS. FEMA)TICN, B)REFERENCE: TEST REPORTS:FTL-6443: ELM ULTRACONIAGGRE-GATOR NONE P.I. MAY BE OF ANv ivPE. 9) MULLIONS AND CLIPS HAVE BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING uusTBE CODE AND MEAPPROVED FOR IMPACT AND NO&IMPACT APPUCATIONS. MUWONSARE ONLY TO BE USED WITH BYPGT. ANUFACTMEo PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. 10) MULLIONS ARE IN COMPLIANCE FOR USE IN THE R&C 11) QUANTITY OF UNITS WRHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING WIDTHIHEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA [--FORM MULLLENOIH—I MULTIPLE MULLIONS INSTRUCTIONS: 1) DETERMINE THE DESIGN PRESRDRE REOUIREMENT (LBSIFPI FOR THE OPENING USING THE ASCE4 STANDARD. 2) CHOOSE A MULUON TYPE THAT WILL FRTHE DEPTH OF TILE FENESTRATION PRODUCTS FRAME DEPTH. 3)REFERTOSHEET25TODETERMINEIFTHE WINDLOAOINGIS'RECTANGULAR'OR' IANGUTARRRAPEZOIDAC. PRODUCT REVISED pl Ing HN IR Flodda S.M..B Ledo '17 0630.01 NOA-NO. EXpheu.O Dam 05/26/2021 4) FIND THE CHOSEN MULLION'S MULLION CAPACITYILB9M FROM TABLES IA THROUGH 16A. ON SHEETS 5 THROUGH 20 RESPECTNELY, USING THE MULLION TYPE, LENGTH AND OPENING WIDTH OR HEIGHT (DEPENDING IF THE MULLION 15 SPANNING VERTICALLY OR HORIZONTALLY). THE MULLION CAPACITY(LBSIFPI OBTAINED SHALL MEET OR D(CEID THE DESIGN PRESSURE REQUIREMENT(LsSR FOR THE OPENING OBTAINED IN STEP 1). 6) FROM THE SAME TABLE USED IN STEP 4)ABCVE, FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY ReMIREOIlBS). THIS VALUE REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAN THE FULL MULLION CAPACITY, B)FROM CAPACITY TABLE ONTHESAME SHEETANDUSING YOUR ACTUAL SUBSTRATE TNATT E (MULTIPLE MAYAPPLV)SELECT AN ANCHOR CUP PATTERN AND VERIFY THAT THEftEOUIRED ANCHOR SUSSTRHOR ANCHOR/BUBSTRATFJANCHOR-CUP P. CAPACITYISMET. T)IFTHEMULLION CAPACITYILBSIFPICSTAINED IN THE TABLE IS HIGHERTHAN THE DESIGN PRESSUREREQUIREMENTT USSlFT'1 FOR THE ADJUSTMENT FONMUW TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED. MOTH THIS Ci'I =m OPENING, YOU MAY USE THE"MCHOR CAPACITY VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE �I�1T B) VERIFY THE DESIGN PRESSURE RATING(USSM FOR THE FENESTRATION PRODUCTTO BE USED ANU COMPARE WITH THE MAIL MULLION THE LOWER OF THE TWO SHALL APPLY FORTHE ENTIRE MULLED FENESTRATION - CAPACITY(WB FT903TAINM FOR THE MULLION SYSTEM, PRODUCTASSEMBLY./// Lw',LSS A. r 9)HIGHLIGHT OPTION USED AND TABLE VALUES USED IN ASPECIFIC APPLIGIRON WHEN USING THIS NOA IMPLY FORAPERMIL FL ND. 58705 a DETAILA DETAIL B: MNLLMN B MULLION TO 2X WOOD BUCK LYS MULLION ATTACHED TO 1X RU µpaw iY°'ANCRcR a ax PERSUSSTFATE of OR WOOD FRAMING WOOD BUCK AND MASONRY AFFeOWENT SESSEETA..'.". - (OFFSET CLIP SHOWN) (STANDARD CLIP SHOWN) VENOTOTEERBI. snEE 1 s U MIILLOry ZNa W I II �a I BOB SHEETS • 41 I cpNtRETE qi GN ICI pRaANOE, O M .1-9 FOR.. 4 SEE BEE TABXE M Ul EIiHERTIIE LOOCICNS . 'I FOF 9 FU. EWE m e ° OR MABONRYDGT�E W BLIP.YBE II FORµWOOO A4CHOR8 UYB' m a O NJ I11�11s1.LLETroHao. d •. 6cREws °•d I SIDE VIEW j Z m - ]W'M0.YFIX1 db ¢ O ALL.L". Z 2 N SITHERTM FF d OEMSTAECU- V e q da. FFBET MULL r „LIPAMY BE 19TNLEOevEXTERIORa y m Z EXTERIOR TNI51.4'MW. G J Z 4 RISE °. G 04iANCR A. 2 Z Q W Z INSCN RY • 6 Q OQ z N . • THEOFFSET MEND LP 19 ANCNORB Q. ' J j 0.ECOrl E .OFCR J NSAAMFD EXTERIOR • �d Fe wsc BE usm roe MAY R F W Y µsOBE UARTYPE ° O z N N OTHE4FPMIETYPEA Y f Z R 3' TYoANCHOR SEETREES EMBE� 6UCHSIRIP 101]0 ANO BY M M BY FEE SHEET I.ET1. .. SHE .• SIDE VIEW FRONT VIEW INSTALLATION NOTES: 1) ANCHOR EMBEDMENT TO BABE MATERIAL SMALL BE BEYOND WALL DRESSING OR STUCCO. 2) QUANTITY OF ANCHORS AND MULLION S1ZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARRY ON THE ANCHOR TO ANCHOR DISTANCE, THE CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED. REFER TO THE TABLES ON THE FOLLOWING SHEETS. FOR DETAILS A.D. EITHER THE STANDARD OR OFFSET OUR MAY BE USED. 3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FIATHEAD. 4) WOOD SUCRE ARE OPTIONAL, SEE DETAIL C. SHEET 3. 5) FOR MASONRY APPLICATIONS IN MIAMWADE COUNTY, USE ONLY MIAMLDADE COUNTY APPROVED ELCO ULTRACON OR ELCO IN' S.S. AGGREGATOR MASONRY ANCHORS. ` TW.PN L110R9101 1 FA PEASUBBTMTE sEE TABLE51&18B PRODUCT REVISED fiUCRSTRIP oe 't&, wIN IM1e Florida AFT' BYIIdiR9 co'o ATTACHMENT NOA-No. 17-0630.01 BYOTHER6. Expiration Oale DSaG/2021 EMfiEOMEI Nf � $EE NOTE I. 6nEE(1. B•/ • � Mlvm Fro ue cenlrol Mry RTxslcoNCRETE oacuu FRONT VIEW LL *:+ No. 58705 *_ DETAIL E: —I Ize•rmn MULLION TO MULLION DETAIL C: INTERSECTION NOTES: d MULLION DIRECTLY ATTACHED TO (U-CLIP) MU.LWN 1) MAY BE INSTALLED IN TEE' OR 'CROSS' yg(B o MASONRY STRUCTURE INTERSECTIONS. 5 3 (STANDARD CLIP SHOWN) v IE5 6x 2) MAY BE INSTALLED HORIZONTALLY 1 (SHOWN)OR VERTIGALLV. N � p�Eas espAre, 3) SEE FOR CORRESPONDING GS, BHEET521-23 srummow SEETnazE81e-lag FOR CORRESPONDIND MULLION. h Ay g W 1N�IBPNE:THOp I II I .� EPDR NCHOR9 AYE TOP VIEW MIAInN JO ✓ . N I_��1 WIt6fEEL3CREN8, — EXTEROR / MIN 2TKd GONCPE(E ORFOAU FRONT VIEW INSTALLATION NOTES 1) ANCHOR EMBEDMENTTO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO, 2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY. BECAUSE THE ANCHOR CAPACRY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE, THE CORRECT OUANTG YAND LOCATION OF ANCHORS MUST BE FOLLOWED, REFER TO THE TABLES ON THE FOLLOWING SHEETS. FOR DETAILS A-D, EITHER THE STANDARD OR OFFSET CUP MAY BE USED. 3) ANCHOR HEAD TYPE MAY BE PANHEAO, HEXHEAD OR FLATHEAD, 4) WOOD BUCKB ARE OPTIONAL, SEE DUAL C, THIS SHEET. 51 FOR MASONRY APPLICATIONS IN MIAMI-DARE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO ULTRAGON OR ELCO IW S.S. AGGREGATOR MASONRY ANCHORS. FRONT VIEW EXTERIOR FROM VIEW XTEROR 9EE SNEBr6xfaa FOR NMELOCRTGNB FllGE OISTAucE 6EETABIES f 1y189 SIDE VIEW DETAIL D: MULLION ATTACHED TO STEELSTUD (STANDARD CLIP SH W NOTES: 1) FOR 2X WOOD -BACKED STEEL STUDS, WOOD ANCHOR VALUES MAY BE USED. 2) SEE CORRESPONDING MULLION TABLES. SHEETS 5.20, FOR QUANTRY OF SCREWS. SIDE VIEW u y a3�ao'i N I= Q N ? Z O I D N I Q§ D E� yy 6 Ni C1 d�d PRODUCT REVISED pi one wHA We F1oJBa NOA-N. IY ae 1T 0630.01 NOA-Ne. BKphn6pe D.I. 0512612021 -k No. 587D5 *— FL DETAIL F: FIELD -MODIFIED MULLION CLIP F-CLIP) SIDE VIEW S WITHrx"XJ2c. MAL.. .EXTERIOR I...00, STEEL, L Nµ C. aR MM1SarvM NOTES FOR INSTALLATION OPTIONS F: 1) DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.2TX 2.1V X.137 MULLION. 2) SEE TABLES 1B-13S FOR ANCHOR QUANTITIES AND SHEETS V-23 FOR HOLE LOCATIONS. 3) THE US CLIP IS NOT SUITABLE FOR THIS APPLICATION. DETAILG: ANGLE MULLION CLIP (ANGLE CLIP) DETAIL H: BAY MULLION INSTALLATION (ANGLE CLIP) 0 0 0 0 TOP VIEW 2-X III CLIP. IMOWWO, R L. OR MISONM EXTEyOR PRODUCT R6VISEO IYI Pld 17-0630.Qi NO".. ExPlranon mMr 5@B/2D2'I B Mlvml-P Plvdunl CeMror 1 RRRE O D UNCIE Z I'm NICHOR W 1... ...... � NOTES FOR INSTALLATION OPTION G 8 H', cLYsN,y��` O1) USE 2 ANGLE CLIPS PER MULLION END. CLIPS MUST BE INSERTED INSIDE OF MULLION: �`ON 2)DETAIL G: SEE TABLES IB-14B FOR ANCHOR QUANTITIES AND SHEER 21.n FOR HOLE S _ *( //'' NO. 5870S *❑ - LOCATIONS. �-D �/l 3) DETAIL Ho SEE TABLES 158 OR 16B FOR ANCHOR DIL IES AND SHEET 22 FOR HOLE 9 /-T �pOT ATE AT,I LOCATIONS. (O�q� �CSS 'IZORIOP, : G\#, 01VAL A. LYIVNIMIlLEH1, P.E. FL PEN 68705 TABLE 1A MNI6on Ca ad Table SIR OPanln9 WIdN(fm]zdlcaAyapba]lgmedloN)or0penN9 Ha10M (farlB1.1, y9pmN]G ]1PBA76) iWF IMF 140N t00F a0F OaF ]Db eoF BOF RavlaiWYf TnpTlmO. Pe[LnpYl✓ Te(f]M0. Pmlanple[ ippTlery PeM^WY� TapRAap P[MDYIar Tf-0Td^6 R^vtlnply TnpTlep. petlmWb TrepRAanO. PwLnpmv LmJn9 T!p/Dbq. IuvAy RlnmwN1 Lo[dFp TrspTlmp. tasbg Lw9"p IvtllnO Mvtlnp InaOry WdnO IwmM laMnp Laa9n0 IntlnO IAaa^9 LwNN, Lman9 1 n0 Wang 1 F2.T.126 AkINIZro s 2 s MmDDP �� E � �� s� $ s�� I=M 11 42m 111.0 4m IN.' 331 Dx2 IN 11n! 32s .0 as IVA Rf e9.9 IDe 1w.4 ]n 0.1 4. tw.D 319 NB IDe INA MG we 408 W1.o 319 aa➢ .106 two 'I- ]iD 4m IN, 14 48% Ra 311 nle 3Y 02I ]Ix n4 xb3 ak0 a. s].o xY One 92 032 xl6 41.g 112 Gip 3u 326 31x 01.0 xu 11] m.e 144 a 31x Bt.a xN III dtx eLe xa m.ex1F m➢ xel 100 ZN W] Al elA 'de 45.0 aa1 r5.] 311 a it 521 ]3 ]Bg am "'1]ID d1.0 xe1 4S] x18 Sp 3]ta ei 40] 219 'Q.e n l 49] 21p Z0.0 M1 10.3 219 .E NF 4.9 1O 31.9 M OA ]Il 498 TA iR M.3 199 ]23 L] IL] 199 243 1O ]9! Iw M.] 1 247 ]nl 193 21➢ 9] ]nt IN Ill xO N.1 IN i84 247 XI IN NF 3A4 2m N3 1]0 a20 AO ]5.1 1W 2)A 1l0 ]le IN 2A0 2W op 1N 21.] x9] Z),I I•b IB] JN 3n9 15- t8.0 Oft2Ro INmF ]21 fel 1fJ IY x].0 191 M] 192 2ll I31 .1 140 x47 1I IIS 1I0 10A IN Eg iN 18.B 1el 21.7 N3 R BBin 98.0 100 dOB 142 L.0 I03 xnt 109 x5A 1N 33.1 118 IB,o I6] D7.D IN RF E2 139 Nd 1v.3 I9.B 113'71 IL 17.3 11e 791c VIA tx! 10r 1w 1AT U6 10.e la1 nN vs ue 1nz Iw TABLE 1B Anchor BMbete: 2iX Mao-].SAGm PmA^Ty[a yIS 6[o Nm 4 Ca yM1g�p= mm c TaON ha Ib9ey dY FYetl LMll Pi NbM Abbl lvm'Gat]9M1 313SIM CNamm 1/I'pBB EbdlC Eke AgpeGakre M[06[a saw l41) Bvrery IGS) Anchor Chip Patterns FAw wYreewk t• m/! +' 11]l svC I' z-1R' r an(! r 19d P aw• Am. owEmbaD^W n 1.Y4' -IJ19' 1.YP Wt• Y 1-+14• 1-0/4' 41/9' ]A/4' 1-lA• +A/P Y 1116' L]2" `aYa xM[Iwn®[. n'MA. 0.6.I91eMatlm CRv10'p6V. IC Sam ]W IM ..1. aN Rs Iwo ne N. 3000e 399 P[ i401[e a]I IT 691 Pa 916 [m Nl he NxM 3EOM ft I perm 191.IS YIn4416YMao Im 04Be0CIm IfiB. x4 [blDe 7AO Ps WA WA WA NIA ]Aa2a WA NIA WA WA WA ABSma 1tlAla[ [pfcM®a'Mrtoa./(ll LlApb Gips/DIo]k ]BAN[ ]A09a eeAYa 155o 11a IdM NAIL SNM WA 7NIb TbW 643We iBWA M. M. 11 s. (Flp. [k WA WA WA WA WA WA WA WA N/A WA NIA WA WA WA WA II91m 3Arcben®OAs•pM.0.6./LLGI0. Ativ.@]•Aden. 'BII ba 1]]M HA Id li]- ]1AW tmlb . -' 413W On10 al Is, a..apMMa1L t AmM/Falp llk.5k 1A]N[ 1aSNe ]xS Pe NI Rm N/A N/A WA WA X1 Rs M2W No. +.+YNh OC/FQ66tl. ek aIANe JW N[ WA WA WA WA 1N 9s WA I"Ulk:ru"'Ma"-r... ........... . ,._.,_.. FIGURE I: FIGURE2: • • FIGURE 3 • • • • ANGLE CLIP MUST BE USED IN PAIRS. FIGURE4; jFIj�G�URES: FIGURES: © �� • 0 CAP. - USE PRODUCT REVISED Bolm complying ewith Na Florida Ni 17-0630.01 Expiration Bate 0512612021 By /Prnnuct Contrn 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THETABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION MEWOOS. -j I'm f- 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR MCT DIMENSIONS, SEE SHEETS 21-21 HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23, 2.000' [I 1 FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.YLYN/i7 .125 l N ....... 4)SUBSTIV]TES: CONCRETE SWILL CONFORM TO ACI301SPECIFICATIONS. HOLLOW AND GROUT -FILLED SHALL CONFORM TO ASTM OW. WOOD$HALL BE PRESSURE -TREATED CONCRETE BLOCK UNIT(CMU) YELLOW SOUTHERN RNE WRH AN SG OF B.SS. ALUMINUM SHALLBE 6063TS ANO BE A MINIMUM OF .12S No, 58705 THICK STEEL STUDS TO BEA MINIMUM GRADE 33AND.040'THICK(19 GAUGE). STRUCTURAL STEELT0 BEAT I'XIX.126'MUWON It, *_ LEAST.I2S THICKAND A36. ALL ANCHORS INT0 METALSHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND _ THEMATEMAL9108012ANCHORSIWOWOODMAYSESTEELIBBS.S.GR4I0S.S. 1.. 6 7, T'.:� A. LTI FL TABLE 2A Mwrjo- C--acly Teble Bbefilrl Openln0 WIE h Forwril Oyapembq mulf") Br Op0.n1n9 HCI9bt (f,wI aIzoMsayapa eftX) RAOcnq e01n PolnI 1NT 1'N'm tbn tma Wln WN 10n Pwlaquly inp'rM1fq. Reteou,. -errI.ny. ReeIaPlMr TmP'BIeN, Rec uer rawre, PeeYmpAnr TrNSAvry ReererpUn inrRAv9. Rec'M1nplOar Tw1Y(Avp. Lard, ReclvryJII Tnp'!NM fletlupuhf IRp']Ilan6 1)129.]T6 LwfiB Lrea; L[Wlrggq Leweig laro, LagBN LOa11ry Iwmry InaN -minO Alum. Tube ppL[a]1np dg a 1g ggloaNN agg &�1 y0Loa91p ggL[e}y d �- 0 3g gglmmrp 8g J gLovAry 6 gtum111q d d 3g 6g e [7g IHH; 5- 3 3g 0 1 2 s L11n 1111.0 BA 1]0.0 436 151.3 I1B.B Ra 139.1 091 1]60 W6 "To W1 1..5 Sd, 1N.B Na 1810 611 WB R B 51] 1E1 IN 16P.8 11 048 B6] let. 61] 6B.] W2 1898 41] Mln 1318 W] 1]B.0 11B 1W.9 60I IIB.2 110 No 6B1 106] 103 1" ]A] 1028 9BB no 6W no 811 WB 90] WO drd 66] SO1 W.0 390 13.1 m, Po.0 390 300 SO/ 93.0 3Po W.WBM 1W] ISB If1B 3R 89.9 dW Po.B DI 11.1 9W Po.6 IDd BI.O d°A BlB 8W fi].B dg '91.9 D] 01.8 YB W0 aw 433 vw WO Nfi D.0 1E0 00.0 098 .4 IW Wa aW 'AN a31 aW 81] N6 N.2 1N 66B 3b 81.0 <W ]11 all S01 [W 01.8 319 Q.5 dW 6f.0 31$ Q] b] W3 319 ]SB IN 61.B 311 965 IB0 Bl.a am 3}] NU B1.B ]1] WM 82] ]N 63.9 210 o 021 6i! 2]0 146 3N 61.2 M $8 N1 068 3W 346 3N Q.8 H1 31.1 9N QO 2% Rfl0 3N 103 253 'lI] 9N Iq9 39 IC9 F1 dq3 159 S Wh 63.8 D1 BIA D] MB ]9d d93 RN 9a.1 R9 b.0 311 IlB R99 89A 3T RB 3W al,l D9 348 Pe .2 2R 311 RW 0)6 DO 143 N1 31d 2A ISB R91 310 ]]0 Wal d8a 2a9 1B0 DO 34.0 A9 I2A RA 3i1 3W 31.8 91 N.] h1 210 20.0 iW ]1.6 'll] R3.1 R68 N.e M i88 360 RBO RIO 1&I MB D.l 3W 196 3W V. AA 10B D.5 lb SB IB9 30.0 3D 315 tBR 1A,0 D6 D1 180 16.0 YA Dr.] 11I 120 ES 19,6 1]B 1t.3 23 13.e IM D01 860 D! 8].B 1W 30.0 2b 823 191 351 45 d.1 2N 10.9 W t20 ]B] IB.] e3 1Q8 'tlYl I6B IW Ba 'm1 ISa IS! >en iB In ]¢0 29.] 3lQ 16R C20 33.0 1T IN 244 RSB A2 162 2l2 R11 rl] I60 31.9 X.] or. MD 1]0 162 142 1].] SID IN n4 18] Ira IN If0 1}] 3N in IB.] fem 1a9 16] 143 tA2 1. 1. 19 110 1R 183 t52 1}1 IW 161 1W 0.B 1N IA3 1W WN 140 IU 190 1R 1Sd IU I61 1R9 Wln IS2 iR) ISB 119 I ABLE Z6 Mcheree SW[Mh: 1Ir CaratoCbfP.O a Table 0! H[Ibw ChN FYIPLO.N PI IMAJ MCIA LIB'Elw IN'66 E1[[ YIPEI[a t/d'SS Eba plBSkel /126Re1 RIMd AmpmType. YI6•DCS UnIec[n 1N'Eke Me®,Mama Y10'EI[[Unsm IN'EIeO Ulbaom AgRGelcr UPowm AAV[Geb 6nw1651 8cnwfG3) 6[m(f31 Anehor Cllp PBmma P hVY t' SirT 11R' I• Y.V!- 1' DIT 2' 39B' 1' ON' 0.W EQe Ohhrwe 0n2 FrP t3'C R' I-0In' 1419' i-t/d' Ltld' 1-II! 1-1/9' Y td'fi' tSB' wAw EmhOmenl Ml L3'P +-v4' dAWW Ilppe[ YYWAlpe 19NUNIIw 9W1 Wilm Wm Nl to 5W aM2AmD W13 BWIa A WA WA B Pnep®L)6'MIrt OFIBIenmK MUmeOOIp IFp. ij [n IWM 1NIW WA WA N 1W3a B93 m[ B941a IIM me e AKbre®5'MIn. O.F11R1N5glgl[Wpe/Ii'q. SY I901p9 IW 6e 6Wa 1'AOme IWBIm 910 be SW Ip[ WA 1lBa 1I01m BW Oa lbme G.FIUgIp. Bm,135'AMn. (P01Y WA WA WA WA WA WA WA WA I N/A IWA WA WA WA WP 2Awlra[®0.90'MhI. I ArcMrI I-e oe s): I65 b5 IW Ip. zD be NSa eD la +'L`ra HBW Imp9 a]Dlm IB]a sL la 9N Im v0 mp DHm zW m. RIp Be ]W 0e WA WA WA WA 1N Ia WA WA NIA WA WA M1M U31a BD3be 2 AmM3®1.15NIA.O.CI iLYp IRO. BY I N.I b: roR 1 nh vrrae 11.r, vac FIGURE I: FIGURE2 FGURE 3: ANGLE CLIP MUST BE USED IN PAIRS. FIGURE4: FIGURES: FIGURE 6: n• FORMULA TO OBTAIN THE 'ANCHOR REQUIRE➢' CORRESPONDING TO AN HIGH MAY BE USED TO QUALIFY ANCHOR OPTIONS FROM THE TABLE NOTES: ' 1) SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AMID SHEET 25 FOR INFORMATION ON LOADING. icm- �-- SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LNEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 2121 2000- HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. L 4)SUBSTRATES: CONCRETE SHALL CONFORM TO AGI MI SPECIFICATIONS. HOLLOW AND OROUT-FILLED 3]5' CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASIM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN BG OF 0.65. ALUMINUM SHALL BE 6031T5 AND BE A MINIMUM OF.125- 1'%2'%.3]5'MULLION THICK. STEEL STUDS TO BE MINIMUM GRADE 33 AND.045- THICK (18 GAUGE), STRUCTURAL STEEL TO BEAT LEAST. 125- THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 8108 012 ANCHORS INTO WOOD MAY BE STEEL IS D S.S.OR 410 S.S. Z PRODUCTREVISED BuflJinglal 0 wlth the Florida N.M..CCUUe 17-0630.01 RXplratlon Date 05/26/2021 *.] No.58705 I *_ P.E. TABLE 3A Mu01o0 camoth, TaAID III opening WWM (tar LeNDelry-BpelvSrg IIMIOm) or Opening HDISM (forroAmnMB/-epOmYlg iWAION) 30i1 WM Nln e01n BOIn IWN 110It 100M IMI, rbeM al 'TlglTrhnB. FOnMpAn TM]rinrp. Ree100g1a1 RepIMW RKIa,#iler inP'rAvq. Fachmal TRp'Mary, arearalm Tioonea, ao.n . T.IorAOM. Pw1vyUW toediq hrearey ImtnB T a2.76• aOfIMWI® bed^B TrapTluq, laden "Zirt Leafing Im6n0 lcain9 LoeAnB loaAiq LeeUiq Lwfy Lw0.nR Lmmp IaeI lord, Lndog LudnO Alb Alum x tioRIF A, u d B� 'I"a IR n09 Bbe "aa Ow IRO B93 1i00 1 a19 Im. 1116 1)D0 011 1]60 12,0 "Ea 6H 118.) IeN IM.O 41 IR).0 IIN nA0 !RI 1115 I]01 Iia! 031 Rh 1)00 0 170.D 435 I10.0 ]U DU I10.0 D0 I160 a10 Ifi0 tin 1)00 001 me H. 1]00 Bll 1]9.0 11]9 NOD D9fi 1110 11]9 nQ0 6D0 w6 H]0 I100 B00 0.9A 11 ]9 IRD Ws IB In i10.0 ]W ITDO aM I100 P!0 e - 110.0 I160 B]1 1a,. 109 IM .4 tw8 1W2 1]0A 1. 1]0.6 HI 1)a0 TIT 11]A 1W3 1R10 )38 9f9 E. 1]0.0 MD 0].9 10]] 1100 )% T3A IWI 1]a0 ]W Salta Too ]I1 IMO WJ 00/ A5.0 iP w0 W1 IIL1 110 So.B Pol 190.0 T08 WJ w1 1401 1W �8 Po) N00 i00 NN 1]00 ]T 110.0 813 tal,] ml 110.0 001 11e2 W] Iee.i ]JO 130.9 B01 162a Lin .OTA BDX tU.l )A llla Qa 1N.8 )i IID.3 811 I ]19 nfl0 W9 H], >]9 ten] eM i61 )34 w.8 aW Rl5 T.b 961 6I6 eDR TJa 91.0 5]I WA ]J! Bla bit U.1 ]M BI.B 6x Al In I_ 'W8 1]a0 6M Iw.a GPo '1115 a]1 e1.D Bw Ba.9 aN )93 BW Dal a]1 0],1 wa NI W.B 4R 10A' 6M 0a0 Ow TJ.O 41 I15 B9l ]86 N1 8B.1 66D 150 41 5 BBN IfB.O EW 1121 9d w.3 aN IN-1 511 I31 90) 050 WI 11 Iw 5&9 001 )la IW 33.0 B01 or 101 U1 MA I10 J16 W] 6'!.l Ill Jll W1 011 Ix ]e "li0 9N W3 31D N? ITI 11,0 NO !).B UB ILA 310 a].] 113 ID.O NO a0.0 IW ]IO SIO I].9 IOz R9.R 510 UA Sw $.fi a1D U.] J99 9 E Rir ]Dp 018 WA 616 IY e5.a Ra W WO aO.D !).0 ]ID W Nl ]93 19,0 IM N.1 ]aa KI 7.1 ear e90 tl0 I. N.] I00 11.8 J81 151 RB➢ 387 IN 13]' ]IA 003 Jf1 11a 336 13D IS4 ]OO 33fi 359 31.1 30.1 IY W 30.1 4R ]50 NO :eh M3 IY 11.0 all W.1 I]3 00.0 313 18B IJ! 19.0 be W1 IN MO BSl IJ3 10.9 35! S1.1 1]9 BOIn tlA 1a] I].1 390 MB ]n ]eA 9! R90 Sal 11A 200 381 ]]1 20 zi9 313 41 2i> nl MB 3n 't].i 360 111 3n Rtd 30] 1{9 Jn 1O] Fm 3N wln 31.1 10l w.1 ill M.1 S01 X.9 S!R 311 3ai RD Na HA Sal "I RU 1&1 39) .,a 310 11.3 Rei 19] mi 111 30] 10.9 R]: tOeM 311 II] a6l ens 3131 1 zo.e.1 .1 19G 15.1 . to Iw 911M a3 1u al iN le.b n3 1BI tal ua ens le.e me 1mh 11.1 1N 17a lel TARE F GR Bubinr¢ 2]M RnfINB ne]AY Cam. no-yje NObm/glU FYIMgM >iV AroOa,,ac wll' le Nbecan VC the Nlea[m b1S E6o 11v Oo Y1r El[o N0ter IN'Eko Ul12[m IN'6S EPo09I10'EI[[ A}pWy[r UDrafen 1/I•BBEI[o 'we., e1091ee1 9cRv'ni51 Pnc11Di LEIp Paltema 1' 3-iN' 1119'/C E9L2p.-t IEO P bIT 1-IM' 1.1/9'I E.3 EmDMmenl Ot 3An[non®9.]Y MBL o.G/slanaN [r01[N e]m ffq. +Y 13r1' 3001M 1Y1' ]Wm 1d19' 9Wq WI' S 1-1IP 1-LIP a0le[ 691ba 999M NfiIVICW 9M[A[n®1.53 WA N/A 50M A A WA AA Ew to 4A .0LW3CW,ryM/r )e're Wo ar W W W NA iWOe )Y091101n' wN I31p SAmM1na80A]'MIn O.CIUgIp, Ir3o.193'AAm.IN1I1 WA WA N/A I NIA IWA N/A WA WA NIA WA WA WA WA t Na1rn/FSI� (FlO. SF IOSM 10M 335W 9MW SII2o 1JS fw 1901b Ifl ltra ]101bE "1 ]RIM 9]]PE ILO RE 2M0M1aa®1]5'Wn(LfJ FdIp plO. u% 3904n ]50'b WA WA WA WA Ito b WA WA A WA NIA WA NI Oe INOTE:FORTHEUPI'61: FIGUREI: HGURE2 0 0 FIGURE 3: O • o ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 4: FIGURES: FIGURES: ,RDO P. C--) CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 2A. ANCHOR CAPACITY ADJUS 1-111 1-- (DR.) x ON (ANCHORCAP.,e,�,�.MCHORCAP.- MULLI USETHIS FORMULA TO OBTAIN THE'ANCHOR CAPACITY REQUIRED' CORRESPONDINGTOM ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELO AMINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON U51NO THE TABLES AND SHEET25 FOR INFORMATION ON LOADING. SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS, 2) LINEAR IWERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ME NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23 HO{PB 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 GROURFILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM CAD. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.65. ALUMINUM SHALL BE M0 T5 AND 85 A MINIMUM OFd2S THICK STEEL STUDS TO BE A MINIMUM GRADE 33 M0,04T THICK(18 GAUGE). STRUCTURAL STEEL TO BE LEAST. KEEP THICK AND AN. ALL ANCHORS I WO METAL SHALL EMEND AT LEST 35CREW THREADS BEYOND THE MATERIAL #10 & 02 ANCHORS INTO WOOD MAY BE STEEL. IBA S.S. OR 410 SS, R PRODUCT REVISED as npryEn9ode with the Florida IlJig C Now-xo. 77.0830.01 Expiration Data 0512612021 B M�am m ucl LontrD * f NO.53705 O = p�16 / a S ATE FI �,%��; '']]] 01VAL i!!.A A. LAM MWE, P.E. TABLE 4A ' MuiliDn Ca ao Table IbsAl° Opoaing Wdut (fevellirely-gmM1O mdlent) orOPoniag Ha1011](for bllanlelt}9Pol]IIr6 v0m IW in mtRiolls) 1]Oln MON Iw In sOIn mb SBN win tx2iax lbtlmpAer LoMFq TepTlrg. n- Iaec4gEm ludne mp'alvq. Led, RCIWpd° Lome nGRAW9. "Ind ]btblpau Imdn9 rmn'f0an9 Lw&IB FeNwlptla LaedM Rn't'19,. WaelY andauteer U, al IMIIny Lwdlq rlwhnprls baalry 'ayYmne. IncdnO P'=Opufr Lotlrq TIUl.a9. Laedne MlalpOa Laadnp ToifnMe. loalle .660A1um. Mw6hea S Igg� fl id 3�. �a�` 11a g R��p d� rc $� "a s geTeaae x � � g �a�` 3 f p% 3 i 11 3S S � F 3 � lisa s 1 k�Id 42b Ono m 1iD.0 IJ9 1m.D iu 1]9a Im n0A ew R0.0 Be IRA Sax Into !le 1]0.D ree n0.0 4+ +m0 uu ROO sit Roo mal po.o SN 1M1 ion Imul 11 Ism IIN 1190 Ilb IlaO SN t1o0 0w 1>00 0M Ra.D eu 1m.0 m0 R0.0 tn] Im.D wl R0.0 uis ROA an n0.o IIR fm.11 0w N1A INi 1)00 @0 ul.! IIR IS0.0 aw Iw.3 In] RO.o N. nei Into 10 Ra0 F. Im.O o] I1c0 &i1 ROo IW0 O0.0 wt -- 118] I]a.0 ]23 tuo 12M 110.0 il] 1WA 118a f]40 S50 Ixt.e R00 1]OA ]Y I01S 1289 HAA SY 01} 12® R0.D Iw LN DOO ]w Ra0 61] ROA A`A Ihi MI R90 1 is IIOA JN IfiI.T 1DO 110.0 0m 13AB 11Y1 1190 No Ind 1130 ROO BM With 11N f1a0 M1 M.1 11]0 Im.a Mt lS3 IIM 11611 MI wN 1]0.0 0M I10.0 IDI Ib3 W6 tu5 ml Ix53 pm 111.5 P8 I9Be 015 92] l]! w.0 015 tA.p Tm 8lA 015 110.9 TA )i2 WS 1161 i15 R.0 p15 IN.4 715 %0 019 114.4 ]IS Ii3N 191A 99p 101➢ No u0.5 130 18p 6W 100.9 Bb u].] MI W.p NO 1122 010 6IA OM I0L8 6Q ]S.e eC p0/ 6% B}] Ib W.5 dp N3 u0 oAI W0 f],{ IA W.f NO q y MF 95.1 ]Sl IIOA MO 110.0 151 11p.1 0.'ti pl.] m] 1116.0 @I 125 ]R Y1.1 811 lAI ml 0p.1 oM M,0 >0] W➢ ow 000 15] el !B3 7- 151 Tea 0111 /La S51 ]81 0.1 ftN Ialr 9m u1 IW.fl p01 953 Ia0 W.0 M.I 0ID Si 610 155 WO IM A.i 0 . 93B 11 80.+ 5i.1 40 OB a1.0 91.1 0M AI ]22 00B 9x1 4]1 ae5 18.0 6]9 511 M5 65.! 511 1& w.p q.1 BM 5i1 112] 010 SW /M 42A MO DO 9H S1I Q.0 ON /51 W.3 W.B On 9i1 553 H8 al IO 3LO 1].0 0M 0i1 553 49 do 110 8 RN WN w.0 MI 813 407 0]A sJ.) IIl MI f8.] 51S ]00 IW SO 01.1 JT1 Su 101 u.1 ]a.e 158 31p w.o Di W2 wl 03.T xfi? I9B W] 441 30.p Su /Or 51.0 321 M2 ]m 10,0 ZB0 Su WT 4I3 x0.! 1J] tot 3].l 21,T Wi Iv /28 M.1 /xp 3Y! 20.0 18.0 5@ 10] IO.B N.I Ix5 On x9.0 I0.3 61x 407 10.1 M.0 R3 III, Win u.p ]90 4.1 u0 14 ]0.] 358 uA ]W 21 M 250 ]W A.0 }50 20.1 w0 N.9 390 N.D be 1].0 3u N.D Ng 15.3 33fl 113 261 M06 aal M 00.0 M] m ]1 213 3M 'I2.! 211 K. m3 IB.9 2M 07 3N 18.0 210 1S1 h] l0.5 .1 III In IM8 3B1 X.3 Nx 2N 10.8 30] M.0 m5 1i.3 mi IBJ xT 11.1 xw 19.5 II0 1MN IDA NO a3 M 2% I57 xa 1112 ID2 _..._ TABLE 9B Anebm auMlnrc 21k CLMIN a ].Sk Cam. Tty Table be WIIow CMU RIIMCMU PT Wootl MeW L1B'Eko 1H'9s Ebo 115Eloo t/q'99 E¢a Of09nN n2sM 9R 91e9 AMMTyya' LI6-EYe Nneoon iN-Ekn Nearm MGM 3'1@'Deo Nbvam 11q'Eka U119CW Ayla0ew Unrson AppleGelnr 9crt'v (OS) 6a,vx lDSj BomW IG 51 Aticho ll,PaMma FtM 1' 2-1/S ]dl0- f• biT I' 212 2' ]-II!' Y 0.q9- 0.51' 0.9N' Eam total. Pnl 1- lair z 1.vr Lv4- o-vq• t-v1• avv Lvr z 1.N# tsa• wke EnlxemnMPn. lar xvr t-v4• aw 13W ee Iwl ke nolM ]w IM lSl lea 14UIIn mqW W41na @mate %nln aa+m swd 2A1.Me®LIl"MNo 51 a(Mee ap(FM, IY a ]90Pe IN ]w IW WA N/A WA NlA WA 6w14 aM 112a Ise q All[Mn 61.ISMIn O.Gl9mnama W'OIan QLIIFS].2G g50Ra mAM NIA WA WA WA I5a tM215e 6RiM IR5 112015a I Mahn®TMn c.c 1p)91l NqN Cnpa llFlp. ]k lw Ra ]MN, M06e Iw01ba twlM M91M Sw Wa WA 1w I0r igOM 9w n9d 21wa.00.lY MIn.O GlI4a'On Mo,1N-AAm.(to WA WA WA WA WA NlA WA WA WA WA WA NIA WA IIA 2M @9 I AMveI F{IIp IFIe. Ik. 195 Pa 151Re 223W H9b OIIIM 1]52e 1191N 1]i ca ]]O De 1010e ]]i l5e g1]YM t10M ]N !Y NORe u0fpf NIA l9f WA WA WA WA ]llA ]11 Ea 1<21b 3w6f 2Anenaeult YMh O.CI FQI lfl]. _WA_ _ -^WA^.f nW.A.,n.nnW NOTE: 1.tI I He Urvron a 111 me I nc arvnc n,........ n, ,.............._,._., ,. .. FIGURE I: FIGUREL ® 1111 Q 101 FIGURES: ANGLE CLIP MUST BE USED IN PAIRS. FIGURE4: FIGURES: FIGURE 6: • �� O THIS FORMULA TO OBTAIN THE-ANCHOR %CRY REQUIRED' CORRESPONDING TO AN TABLE NOTES: I) 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 AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-M. 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 GROUi IED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO M1IM 090. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH M SG OF 0.55, ALUMINUM SHALL BE 6063-T6 AND BE A MINIMUM OF.12Y THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND.046- THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST.125' THICK AND MS. ALL ANCHORS INTO METAL SHALL EMEND AT LEAST SCREW THREADS BEYOND THE MATERIAL #10 6 012 ANCHORS INTO WOOD MAY BE STEEL. I"S.S. OR 410 B.S. 1' X2.T5'X.6BY MUUJON X% 8 o w m W d. y ® N K PRODUCT REVISED plying with the Florida eugeaaI coon NDA-No. 17-0630.01 Expiration Date 0512612021 MILE * ; No. 58705 A LYNN'MILLER, P.E. FL P.E.# 58705 IMLE 5A MWIion CB ao Tablo bM]I Op on 1n5Wiam(ltt.e.J sei.mm Soto %F Tell BON i")or Opanr,11BIpM1I(rar brlmMnPY•Bpe2frg SOln loom mallom) Iron UOm IMN I-x SAM'a Pxlnyls Leadry TM/]nmp. Lae6nyy0 Pen+MBv 1aaSn0 Trtymen0, Lw6,l@@p Rapulµl9, Ipa3nd TlvRllalO. la9l�qy nOMnAd� Lwmnp nBPntl.nO. uz Heelsvnr T,vp'IOne� I.Mary B9e19ipJnr Imam nepRAag. b]dhp Rshnply i JMnnO LDednO Pade^pA® Lwdep TreaT,lm.. Rm4rMlw Indn4¢O nmRtlnw badlnp .6A0^ANm Tube MISS py gLvminO gLatliry a0.LDnM0 tlN 1I0,0 eN P0.0 W IWO ]M ITD.O 4R 170A No 1'a. SM 1NA ON 1]00 Sit 1I00 ilia Imo 521 00.0 f310 1fi.0 41 P0.0 UOB P0.0 831 Im.O PSo 1100 ON Is.4 UO3 PAO 61 TIN IMO 11 P0.0 524 1NA Me 1m0 Set 170A BN 170.0 ®0 1N.a 19] 110.0 681 170.0 1P5 1]RO B11 1m.0 1111 IID.O IW IN.] 15R RO.O 6W 1b.1 1P] ll0.0 M0 I1B.i IBIS 110o One W.Meb 171A 11T Pan R1 110.0 Win 1)00 %I 1>00 IVN Im.O 08t IY0.0 1103 1I00 12] ilea 1N5 1Me 747 1". 11N 1M0 IN 111.1 He0 170.0 Me INS 14So I ]69 IMA IIBS I]0.0 Me ]5 GN 1]nA ]P 1m0 61] INS BY' 1M0 !91 1W.0 111A IM.O )U t]0.0 11I3 1"NA a% 168.1 1{W 1MB 411 UB.3 I101 +M.B 65B 131.8 I{v1 PDA %I Im.l 1101 1}DA 6B1 %.I 1101 170.0 B81 tlN OAO 015 1m0 O 110A INS IMO TW 1W5 11M 170.0 NO 1N.7 1150 INS Im 1V3 lift INS BP 111.0 1155 110.7 BIO ..a 11% f".6 %] No JIM We BN 6BA 1155 144.6 Po] qN IMO B]0 1m0 HS 1'S.B IMO ". San 1T.0 1N, 155d a00 110.6 1WB 111A 018 1C0.! 1Wp 920 D90 BS.B ImB Ttld BM 1H8 1019 118.] No es9 IWB 110.0 Dlv NA IW9 111.8 BIB �5 Bp Win 1M.0 %! 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FIGURE*: jFIGURES. FIGURE& WHEN IT TO OBTAIN THE'ANCHOR F1.000•-I TABLE NOTES 1) SEE SHEET 1 FOR INSTRUGTIONS ON USING THETABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2A FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS 0 ALLOWABLE. '3.125 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 CON FORM TO ACI Sol SPECIFICATIONS. HOLLOW AND GROIff-FILLED CONCRETE BLOCK UNIT(CMU) SHALL CONFORM TO ASTM C-SO. WOOD SHALL SEPRESSURE-TREATED T YELLOW SOUTHERN PINE WITH AN SG OF 0,55. ALUMINUM SHALL BE 6053-T5 AND BEAMINIMUM OF TOO pXjal2 XS'MUWON THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.04S THICK(18 GAUGE), STRUCTURAL STEEL TO BE AT Ip VF MULLION) LEAST.125• THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTE40 AT LEABT 3 SCREW THREADS BEYOND THE MATERIAL, #108 #12 ANCHORS INTO WOOD MAY BE STEEL. 138 S.S. OR 410 S.S. PRODUCT REVISED pl In with the Flarlda 6uilGinp Nadu NOA-Na. T 7 0630.07 � •,�pC1I Lylft ii •,�. P2�.... `10ENSF -•.C�� . No. 687W .P C 0 6 �� Mulion Capacity Table Teethe) Opening WMlh (1a9eMmOy4p8lYlrg TIJE e) OYOpOning He1ght (fo11011mnlet}SpeMrg m allone) In Wn 10 bi 00F 9011, 1Wh "1 el 110N Ran 15 Pminpler PepI0m9. Peemrgly L.d,. Tr�Trtm9. PeclnOHer TnryMay. Jnlpy{9! ReRENOv Ta}rtNry Pu1Mdv LaWn�Pgip` TnpTiaq. lnAgy,! Peent!"l LWJrY 1enz Rr[%voly ued"Y TrTRAen9. R.0a 1. LwW$gy Tre9RA[n& beul$ltl RBelmWly TrsgMm6 e yj`�Lmang9 g q $Istln$p! r11[Q9j4 C gr I�(@T 6 6 (y�Lnel..e^p.•e U `��] 36 �Uj y3g$ drKE§8ll $Loean9 LI qq3EqYs6 $Lie gbertnp0e �R5`Lm9l�im]9`3 p$9L9MIig $le9®n9® y$, p$9L-T� ptea� IT0.0 No II0.O IN 1]0.0 IM Into OTT Pea 69 170a 5M 1NA 991 1T0.0 511 P00 III$ lion "I 1A.B 1240 II0.0 !3t Ine 1400 170.0 Ill Has IIBB tA0 SN Ive mal 1]0.0 021 No.0 111 IT0.0 6H 1NA d•A II0.0 BW -m-o 9T1 1]0.0 too ITO.. 11U 1T00 "1 O00 Im I.. an IwO It" Ima 6W 130J 1303 110.0 m 111A 13W Into Bm Bl.l 'an 1N.0 eu l, 1100 NI ITOA 503IAABA "'11Ii0.0 10N11M 00.0 723 IMA IAO I100 ]t7 1415 IA5 pie TY 117.1 1230 170.0 ]m 1WA 1235 IAA ]m 61) Noe 1]0.0 ]m 1Tna ]9l II0.0 011 IN.O 9Y 150.0 691 R0.0 1118 Ii0.0 IG ISIA lIm tA.O dal] fU2 I15! 110.0 B3I 13JB IIBB IT0.0 BY IW.9 I15B 110.0 mf BB2 tlfi5 IA.p mt T.2 110B 1]OA ml A 11.a tep ON IT.. AI iW.1 iW] Inte 131 MIS RIQ fall m] 1]&1 IOU 1tEl .19 1113 1W3 1348 W1 1W.o .2 110E Jet 114 IW3 Pat T8E 11.1 1. Natt TPl a2B 1WE 1311n I10.0 9]9 1I0.B 115 I11.3 W] nBla BIB IAA a4f IN.1 ]B3 11]A BBE 1J1.0 iPA tOaB B9E 111AIIAB lY Joe 99T Ilea Tea W.B 993 1mA ]tl m.1 .4 INe I... W} ii0.a ]09 1.A WI NeA ]m 11.1 Btl 130.5 IBB loll 9l1 111.1 111 ale III IOel Pe NT 9tl 1VL3 TS} mA 90} 'BaI III eAl Wi NA 1i1 51.] 04I %,1 "a,. m9 112T Al il]2 WB dH.e >E P].0 BW 10&0 IDS B{9 bB 88.B ma T5.6 U9 W) [d8 01.9 B19. B.7 B]6 E6A UB T5d 09 41.5 M9 RS BR IIA m0 l34 ae 115a 1W J Aa 1p28 !U Me IQ . 6q R3 ]pi mA BY BA1 Tm 14.E WJ SI.B a. .11 11.1 1. ale . .1.1 M3 Bee m.l >@.4 WB 1T&B TTI .0 R1 019 B31 ]OJ 1]4 tl.0 66.0 >L T4.1 099 Sel ]EI 011 591 M11.A RI 634 Bm U.5 }N 0IA We M2 II4 51J 56T 61..0 W3 lle 643 R.1 IN 40..7 BU4.0 AW 4].5 N] 41.1 nia 386 643 Q.a t5E It.B M3 39A 44a 29.0n bid IA 1.1 qB Y9.T IIB 409 4}I 11.E 41E "A 4I0 30.5 IW ]LB A)B MA 4W E81 4m 1. ]9! 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MSIN N. e prcnmpl.lS Mh O.C./Bbdmal[BO6eap GbIFL 1L Ill ROOM WA WA WA WP IWM WA WA WA WA WA 156]®B 1iNb Tm Ra 1PNMnG] .1 (1. I p).Y An91e flW /IFLr N: 100b pefte MOb 15Wb IB58b Bm We bA1M WA B1.lm TWIN ON 1. IBi11N 0a2b R61N 11Ab Bpnfbn li a' Mn 0.C. 10)L SMI;eC ;ERR. al: UOIN 11]O WB IOZJ IDS 2NObB R0110B Ma Rs &Ab NIA I1101N I1]31m 54". ASBIM IOI1b 1]Z/WB IWAb 10] .So all IeN. O a. 1.1, N1B.136' 1dn0. 1.. tI WA WA WA WA WA WA NIA NIA WA WA WA teA WA NIA IUD Re 3At.02T..'Mh OGI FQb O'b.0): Yd IaB 9Wb AOIb ip51BB IIB IN WA 2aBb WA III. NIq NONa BVA an .1 M1'. WBIBB I Ae.- B 1. 11 Mk. O.C/ RCIO t. al: IBB2B ]Bob WA NIA WP WA MORe WA WA WA WA WA R216a aWM IIA MB NOTE: FOR THE OYEStI GLIY. Unt I nt 5nrvte nrv[mL1n rn mnn nnu ]evenun enw=o no u.= FIGURE 1: FIGURE2: FIGURE 3: FIGURE4: FIGURES: FIGURE! FrFUDEMInEirl FIGURES: FIGURES: FIGURE]: FIF-1 ANGLE CLIP (FIGURES 588) MUST B. FORMULA TO OBTAIN THE *ANCHOR REQUIRED- CORRESPONDING TO AN TABLE NOTES: 1) SEE SHEET i FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOAONG. SEE SHEET324 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANOrOR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS. SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEET$ 21-23. FIGURES SHOW SUGGESTED. APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK MIT (CMU) SHALL CONFORM TO ASTM C-130. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55, ALUMINUM SHALL BE 5063�T5 AND BE A MINIMUM OF.125• THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.04V THICK (18 GAUGE). STRUCTURAL STEELTO BEAT LEAST,125' THICK ANDA36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREEN THREADS SEYCND THE MATERML 4I0 & 412 ANCHORS INTO WOOD MAY BE STEEL I"S.S. OR 410 G.S. 'BE USED TO QUALIFY OPTIONS FROM THE y Too0• --- (Y PRODUCT REVISED 0. 00mPlYInB n11h the Vale. Sweden, Coale NOA-No. 17-0630.01 E.PTIa11en Data 05/2612021 OF i No. 56105 IS ATE i:' (V�� A. LYNN MIN FL PEA Mullion Ca SINTable lialfl b%a).rOpening Op.nIW Witl01(TNwMCN1"Pamp m11A HeIg11L(Mlnmmrlany-spamiM mulllom) SO In el IDln Man BOA [a'. 1. In Oab 10I1 19 e S.]]8 Pe[AIgSN LUft Rq✓ItlenO. latln0 PeMµiv 00I RepTtlmp. WdSM Ikapnptla Lon., llerJlOma no Hettd/g4v L[wLnO RdpRAanO IMnO MMB[lel 1^e6n0 RwllnU. LeeMB ReGenyW u A, T.W'Sal Luft' naAnNi Lmdno d RpTlm0. InaanA ibden9pl4 LwEno inl'/IMn9. Llan, ReMpbw Lm6n0 tnpTnmp. Letlry PIum.Tub6 MM01.n Y5 60: SdC �O 6d 'd Q¢• SC 6K q S �9L yy�{ 6'6 9B8tlB S 4Ob ga <@ $ 1-K Y�$' @tl $Z Q¢ �3 drt �E d 4C Gra SE Z@ 5 dLL2 S5 Zc�6 6K 1. 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IRA ]N 170.0 12M IT0.0 Sm Cal IUI t10.0 AA IRO 159 CGO No 1]00 I70.0 SSl 131.1 1M9 I10.0 all 120,0 INS US 061 WA 171. 0MNI IlOA IM INS TV 1]00 1]W Uca 918 VMD 1417 ITUF SU 170.0 1M1 R00 9% 1".$ 1610 170.0 IM . 1019 ROE 1m3 111.0 1619 USO IM 973 INS 170.0 Hall Pn 110.0 B]0TI5 R0.0 HI6 I100 030 110.0 190E 1]0.0 q0 II0.0 N0] I70.0 1%0 ISfi.1 IN] INO 1%6 141.0 IN2 170.0 11FJ 11]D ISU 166.5 1 0 10T.1 lqt 181A 1161 A0.1 Iq3 I6]] I101 {� AOF 110.0 WI]B9 1)00 tI6B IS0.0 PoJ R00 13q II00 1dF 160A 11N 1I0.0 1pM iN.O II]3 100.0 1I13 IZa3 II)2 134a 1130 1%.I HR U1.0 Ilan 813 11R IU.O 1101 fill 1472 146.ORMSall6]S R0,0 12]e ROE 1LW 160A ll30 460.3 11% ilia 1. 119.0 UN 11T] IRO 131,E USES 1058 I]A 12ed Iq0 .0.0 UN 11L0 IM ]SI 13M 1129 103860 I3T0 ryE} 1013 To 1T0.0 U.Wl H0.8 11. Ill. UIP RJ2 11. 1.1 WI 11E] 11M 123.] RS 99.] 11U Val 0Pl SBfi 11" IW.3 M lla IIN MA W5 M,1 1104 V,1 9]] 061 US4 NF Ue 2 i01n I631 1R1M] RSA i]N UT. 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"'Ol.t... b10'Eke N.e[M 3'la'Eb. VlbdeOn 1/S'Ek019.e[m Ilfss Ex[ AgreONa� LIC EIS. Un2eM IA-a$Son P9UrzG.b HD6fetl 6[M (GS) 1281N BLM(G51 a1331etl 6[rtx 1G91 ESA 6e�IDi.e IAI P @I? 1' 29? "arffiWA '3-IR' Y 111T 30.MVLI' 1ST Idly I3W S ' 1-IM' LIES 41]S- f-Y 2MUnnM 4.r4MIn. O.C./SkiMwSp01401g1p 1F10.1a13 '00.1 3W I.e Ifi016e BPoM 1g11.e IA y1IW IdnW 114 ft 641"1 MOIG N11M N31N Mi IAmhm 02]SM 04/ slew.. IraON[UCIa 0.1e 33 n-, ]Wall SSDAv HIM. 1.InWA 0]06f WA MOIm WA M2 Na WIN 1120 Ee aAM'ollilt SMF 0.G/&ewSE 1001ae11CApI AI Mal Hall.* WA WA WA ISIWA WA WA WA WA 130Jd ITTS i YtSaee IANIen®J'WnG CacllMqkCB/ft"]&Ill REN. am Ne 10Poab "El. Re WA ISBN ISSab OWlte uESUN M. MSIW IIMee®J'MO. C.C./QIaJAryk Cllpe/1F53.ST IR%w Ululls 10NM .,NW WON l WA IRS. IIEb IYIOFn 20M Ae 102E k9 1wN IMO NS WA WA WA WA A WA WA WA WA WA WA IUORv12Tl Mln.0.C✓GLSppN. D} JSOFe 3w 290De ]O9M IR be1bv WA 319Pv WA NOIEe WA N1 In. IF2 H21.OWC]pn.13360 10]IN WA WA NIA M WA WA WA WA WA ON ks SB91b 11201M NOTE FOR THE OFFSET CLIP, USE THE SAME ANCHOR HAI CAP. - USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: FIGURE I: FIGURE 2: FIGURES: FIGURE4: FIGURES: FIGURE91 �•• • OSEE EETI FOR INSTRUCTIONS ON USING HETALESAN25 FOR INFORMATION npMM�NLOAOTS2AFOENIJTHODS. LLS W ASE. MULLION ANMNUISHO�N ME NOT TO SOkL�SIONS. SEE SHHETOCUPS TOE FOLLOWING ONARE3TRICTI05 SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOGTIONS. FIGURE& FIGURER: FIGUREI: 1-1 FI F-] F7 ANGLE CLIP (FIGURES 536) MUST BE USED IN PAIRS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI MI SPECIECATIONS. HOLLOW AND GROUrFFILLED CONCRETE BLOCK UNIT(CMU) SHALL CONFORM TO ASTM C .WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN ONE WITH AN $G OF 0.55. ALUMINUM SHALLEE 008&TS AND BE A MINIMUM OF425"THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .MS" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEASTI2S THICK AND ASR, ALL ANCHORS IMO METAL SHALL EMEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL #10 G#12 ANCHORS INTO WOOD MAY BE STEEL, 1&9 S.S.OR 410 S.S. ®k EY PRODUCT REVISED N, rompiYYIngg Mh US IIIDM2101ng Cotle NOA-M.. 17-0630.01 Enpim"on Dab 0512612021 FL No. 58705 . t--7 •�� 9 ATE Mk Moment C.Ndly TabIN able Opening Wage QorvatmEy-SpeN6rq SMBMe) or Opening Height LTM hodmMM'Spemtil@ TIu01Dre) 601n mN Min MN 01 m01n Win 110M 1WN 136'[ FSNm'ee LeednO mp]iN InMlq Radnenar, InadnP nyMi, W060N meNnrl Lmd�q TLeTlvp. LOCdllg ReemnOda+ WAnB hapTdmB IwSn9 Ra[ImPly LOMnO Tmpa]nan0. Lendnp eemnptiv nLmd�N inpRllmD. lendnB RMeger Loed�p hgY911m0. LmdnO Pe[+a^Bda laadry Tm np. m�q werp/M °LmdnO TnyMnp lonJlq 3.100" • .286" ANm Tune Mull 5 s s Ja 2® yyb 6 a _ � agga drc 6 @ is _ � yy g3 Yffi gy 8 6 5g z€ S g bg yp Eg td S 6 5g a6' gg _ 3g gp gg k8 S p b fi @ i S _ 6� {b 33a' f y d 6 $ a� Fd ��F gg 3 S J$ a g 6� s a �� b a2@ S q L9 F _ S�' @@ {p 3 ''., s 8g k 'E Sg6 fa" �Qj _ O 4�ar F9g 0^ Fpq 79 i� Fag _ a7 Yrc a@ _ @ v 5 NIE J Y� _ dA yp $$ irc I S a LFpi s U v arc nm 1ro.0 ex0 IM.O 138 Im.O ]N tro.0 IR n0.0 Po0 n0.0 SPo ImA "Al R0.0 sm Ifi.D Ine voo $21 n0.0 12.0 no0 521 vnD HW vO.D MI tm.0 Ins IN.D sxl ute H69 Iro.O B:+ I61n IiDL AN Ir0.0 AN I10.0 650 1m.0 301 750 B92 1raa GO ir0.0 tlb Iro.v Pot Im.O II]s Im.D M' Iro.O 1H] +m0 eee IBLB INS 1mD 61D D2] I61E Ir0.0 eao 116.1 I500 Imo 60D 90Ai91. In. ]1] IN.O SW 1+°D e90 170e 6]1 1100 IWB 1700 091 1]n0 1199 I100 1Y5 1+n0 1318 IA.O ]1] 16],e 116e n0.0 150 1]n2 1118 IMO ]58 110.) IIW Im.D ]CO 104.1 fIW +]ne lY 61N 1]n0 +BI 1I0.0 M3 1)00 We Imo 6% fln0 111e Imo ]G 1]0.0 1T] 1]00 SAD nal i3]0 1hI.D 6]] 140.6 ia]6 Too ON Imo ®I 1M.1 ON Hu 601 N1.1 ITS Imo m1 Gi Imo ON V0h 701 Im0 1W] 1m1 n1 INS 1130 1+00 IR 1]90 INN 1ei.4 ON GAS 1158 150.5 H9 1112 1156 INS m2 WI,O m9 "A I'm MI.6 90] 6D.9 III. IH.6 90! Wln Van BJO 110.0 r15 IW.1 1051 Imo . n+.3 in, 1800 M 1N.1 IN, 1130 me Im.] real 132) 8]] W.1 1%1 1153 .1 He.0 Qx 80.6 INS HIA NI 000 HN IIB.1 91Wln 16r.1 Po] IN.. .1 INa BSr 1".0 609 I01 05r INS So 1-1 -1 131.0 M Va H] HIS M e16 051 +SBA ]59 'a. n0 8B.] NS] fi10 NO Sag a" BOB ]MRN ISS, ml P]3 690 IB].0 6M Hal 684 AIA AM 101J 6]1 .0A 604 GLI WO 11A WI U.1 650 BIA BM ]B.1MI m3 AN 46A M 0NB 029 W36m e00020 Toh IW.1 Rl 114.4 6]0 n3 W3 01e N. DO B6e BW MA N3 m1 A. r0.1 !ee Il] 1E e6.6 Bm WA AID ]9.1 >Z3 Y.+ 6W ]42 +Si N3]BN 1e13 6M 1mA WO e11 BE! 80.0 NL 123 60s ]O! Sp ef8 AM m! Yd W3 M MA W0 m.6 BW 60.1 SW M.3 I M8 NA Ws 11} e]] 11.8 6W 50J!MPoln mB Sir W.0411 14.8 618 arl 4LN li.l 811 A0.1 111 41.3 !1! U.] 4S1 AS8 515 404 428 611 TA 4. N' Ma al.5 31! ]06 nn mB 515 NI 4MPoln M.] 4!] b.1 101 11.1 4W 11.1 0Gr 10 453 Ild ]91 Il8 KB ]SA m5 302 4M 3].D AN z].2 IW m4 3N ffie us ISA 49) 24.1 NO 1r.0)55100n]A1 J50 3A0 1]3 >I.1 ]N 32.8 ]10 2].2 3W r1A ]1> fl.l ]Se x1.3 IW 212 358 22.] 3M 19.1 AN 30.e ]00 10.e M] 111b L'.1 dM S1A ]C1 99] ]N b.1 SOI 1S1 ]Y 2fi1 291 2L0 yB 23S 28] 1O! 3]0 20.0 ]BO 118 3Y 10.1 I89 t"i, 9A Na 2&i 101 IA2 211 21e Am W' Am ",a 2Y i]A Am 1a2 E1 164 NO IAA N9 IMF I.l 2+b ISD IN Anclmr CP etlly Tenle m0 SY6Od1H 21L(M<n5P 46tCm[. mM WV FNG]CAIU Px\YO M CIIDfCIp Patbmk M[BV Txp6 YIBFJto UArsm Vf EkPUNmm b14'b[0 UBam YIC BteMam 11f Fk0UN3PM VI.99 pco pA��r blS No Illlazm 1/P99Ea, A®RGYv MD91v1 sreu(4J M2rae strt (R`t) 12a. M Snen Gi5J e. DIG E0#g9hR0Mr 1• 2-17 1' 2-V2 .1. 1' 2NS P12 Y 3116• Y n6f D.[2T Faremen 9 1YP 131' 1914' 1Yf 3' I�Vd' 1.11P 1... 1Ni' Yllf 1-tif 2' 13 - lYC 1a1ea 2An1.01m Mmo.GlsAmd .MNAQ0( 1r M. amlm a'O oe NOm +MCm .0m 2Nm sN ly 1a01h 9]am SS4m m911e- 311m a4zm $Om 4ArcM161.15•NIn OC l9bImN WOb[UCAPR; 2t Amlm ]W IM N/A WA N/A N/A SWm WA WA NIA IYA IYA W21M aWm 1121m 4Ammn SNN.041Poml ArykCBW/4ilAII ]Dim 1Pom LYOm 15Wm 16Bi e9 N91m ANN N/A Vole ]aim SPom 189am AN. Bmm 11Am IAmNn AAg"N ALO.C/UQ10,Dm.1aSNI "DA E. WA N/A WA N/A NIP WA NIA WA N/A WA IYA NA WA 4USm 1AIcm11 FLIIp A1A 0) 118m 109m 91m yA De. 9axm gem 1Nm Iran .1m fA, Ae SSa°e 4NAs 110m 331m zaDm 2M[mn W1."R.00IFLII 6Y 2Nm ]9R0 N/A WA N/A N/A lmm NIA N/A N/A WA WA Yid 41xm Mae NVI E: PVM1 HIE L]YFOCI"." e l neanmeaVv�n�n �nl lcnry FIGURE I: FIGURE2: FIGURE 3 0 FIGURE 4: FIGURE 6: ANGLE CUP MUST • • BEUSED IN PAIRS. FIGURES: CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY(MOM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE TABLENOTES: 1) SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLESAND SHEET25 FOR VFORMATION ON LOADING. SEE SHEETS 24 FOR GENERALINSTALLATION 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 DPAENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23, FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM G90. WOOD SHAH BE PRESSURE -TREATED YELLOW SOUTHERN PINE WIN AN SG OF O.M. ALUMINUM SHALL BE 6063-TS AND BEA MINIMUM OF.I2S THICK STEEL STUDS TO BEA MINIMUM GWISWAND .045' THICK (18 GAUGE(. STRUCTUML STEEL TO BE AT LESST.12F TIICKANO A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW TiREADS BEYONDTHE MATERIAL. #10 8 #12 ANCHORS INTO WOOD MAY EESTEEL, 1" SROR 410 S.S. PRODUCT REVISED plying wI1M1 IM1e FleHda NOA-xe. 'I T-0630.01 Expiration Dale OS12612021 DIE No. 587OG :* AL LYNN MILLER, P.E. FL P.E.g 58705 TABLE BA Mullirn OepeplNTpblt 6eRlr OpuninaWlth POTW GO yaar mWllpna)BrOpaNnp HaIBM1I(]vr Coln FvrlmnlAlJAparWlp IVOIn Pahl.* yM1 a31n ]Dlv IOk Idd. "am look 1.RJ ZJ2J yclenWla T=- Fevhmuhr LmMp TgY]MN. Lar®n0 Pe[Imwln 1<•dln0 Tm [/[Mq. Lee01q PaennOuler WetlrO TWBImp 1vs11ip Rtrnpfiar LwJrq ]v {JlAenv. Leevnpn•i0LOeMV R•elmvubr im[iiMp Prtb,quly TrtpTMnv. laaBYip Pwlmwlel LeaPnp 110.ft le[dvq LawMp Aa . aI @aI daB II� �a8 8$ $ 8 $ IanImp kRlaOq lino emnao >mtla0ler.e ]4 1]60 69 Imo 4e ImA 41 I., en ins m Iia4uD Irao Had w d1 nBlm3 IIC] I]LI pie OR it"Irind n0o fee! Bet 100 Ixil 1111 u4 ne Bn Iraoas Irao 1511 n1 B Itl.! Im.e n1enaosn m pT] Imd IYJ em em 48,i nA elJ n4 m m tmo tma im] 41 m 4] tc¢s 4e 19A we ne m nap no.p IW] s% eO!]di3N e93 4 npdbbIm.o 15a] en 1]4l No PIT INe BN T]] BBp Im.e B]} M] m 1350 e4B Ire 43 46 IIi.R Ale IRe e)1 11BI 114 113 m 1%., I,. Ill.. roe BO.B N. ta1.e 4p ]B.e ]b idt. 4} Na 110 o0.e en NB p]A 64 ]f1 11e e]] 50] M.B ]IO el] n] nk 14].] eT I]i0 e4 Ivll n] 111} mg 4.1 en IWA eye ]].] eII BIA ne ek1 in e].} np 61.p Bn e1.0 en 91,v m N. ,t' I11 BP M.1 6m ]B.l m Ie.} 64 L CG ® OeM 1}k mN IeA 4F 1%A n.r me 03.1 III BIl 01e IB] I11 1]L 1111 n.l 111 060 Ile e]D I30 IBe ]el ]m ra1 dal 6aI Ol] ]eA B11 $10 186 III ])1 ne Ili tl.8 n.1 ]1.0 e1C 44. ]AB n0 ]Bd RA le.} lae ]a0 011 p10 Ie0 III ]]I 860 86R e11 66e BL9 We ttt IN A,a Ref eiJ BI.B Ill IOA ]0d B1] %0 Ina 11, 11R ]10 44e "I IIA SB.B em Im ]4 14 }d0 e9.B Ie.l Ia} m9 33.1 011 010 IllII.] 411 ]II ire t11 "a 3e.1 IBI Ilp I'-]r3 ]8H Ott ele ItA "a 2 elr 41 ... 111 9]i 6e.1 M.i IR1 ]e.l N.1 Im 111 SII BaA }R Il.e %e SBA n.t n.I tll file I00 III 10] BIA Iae Ga.,ml 4.B ]1.! IDO ]IB Xe mA fl0 S6.R 4].] le] .11 e19 ISO IN ]]A 6117 16.0 ]d.8 L.1 ip.e 14 IM ]BI ]In 14 mB m.o MI 11] 018 1e5 111 ]]R I. ]B.t Bil 1aI Iv6 ]1] Ble m0 ea pl p90 }pl ]9B ]60 Sal m1 ]D.] t!e ad.. 2.1 MA 362 211 P1 RS! 11B IB.1 3% 31] 311 Ild PAI IB.B HI IlB ]A1 11.1 R]e Itd 191 10.e 3]R illk ]I.e RN 2e1 me =a 90 %.1 RM n.a 1m 14] ml teA 90 16] !AB 111a nA It8 }ll 191 1B1 311 iBA In IB] ]19 IBe IHt 11.1 11r t1.p IM 1mn nA In la] tlp llI tel lA 1n TABLE BB An Cher Capacity Table B BWtreM1'. dr carrel. ]3t Gsrt. RaP,.0 eRedam 1'TWv4 Melel W1Y EW Ur66n411PEka 1/I'99 Eke k0161m1 NI35M k13 O. MelvTyw: Li6'D[OMnevn IN'Ekv UReedl Mmm NIC FJv ILlmeen Vr Elev4lwm AppnMa Ubeaml AzPG-a seine (CN 6Brw Px1 e•ma(p93 Anchpr Ctlp Patleme P 81YY J1R 1' 3-Vr 1' 211Y Y YI/C Y OIn Odl' 0.d31' EWed•Iuee Bnl: 1 L1It LYI' 111r Y I-V4' 1 1.7/1' 1 14 1LUI' 1-ur r LYe• tag' wbv 6mdemem Fti lair WI• 310e W 10bvaA Arcpvn GlA! 31/uH3cn®]'NBLO.C.I 02-1b-e OB91ke 1f14300 A IWM WA WA NA A 380AM 1BWnA Ne PoS Ne 995 Ra 113Bk. fy b]MOb Ripe/ffIp.OY ]63k1 im lka 94 P1 13r WA B]06e ]NpAa]®O.H'Mh O.C/U .FIv.IDn AlHn ffIp, 11 WA WA WA WA WA WA H/A NIA Nq WA N/q WA NIA N/A ]BOlbe 1 AmhmIFQIp ffIB b3 _.. _ _ t0lb 1PoNe _ Tf3 Pa .... MSfoe .... 8nW w. 19Bke 1u• HOM .m we 1)TRl wn 3101b Wa ]nlbe WA ]]]lev WA 11]IEa WA n01aa Nl b• 3311ee 113R1 ]W We FIGURE I: FIGURE2: = rqEl FIGURE 3: Fe=e I FIGURE4: FIGURES: ANGLE CLIP MUST 1. FREUSED N PAIRS. FIGURES: TABLE NOTES 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND MEET 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 NOTTO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-2]. 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 SIR SPECIFICATIONS, HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM 0.90. WOOD SHALL BE PRESSURE.TREATED YELLOW SOUTHERN PINE WITH AN SO OF 0,55. ALUMINUM SHALL BE N0 MAND BEA MINIMUM OFJOVTHICK. STEEL STUDS TO BEA MINIMUM GRACE 33 AND .04V THICK(IB GAUGE). STRUCTURAL STEEL TO BEAT LEhST.12VTRlCKANU A3S. ALL ANCHORS INTO METAL SHALL E MND AT LEAST 3 SCREWTHREADS BEYOND THE MATERIAL 9108812ANCHORS INTO WOOD MAYBE STEEL, I"J.S. OR 410S.S. ANCHOR TOM CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION, R WILL YIELD A MINIMUM ANCHOR CAPACITY WHICI I MAY BE USED TO OUAUFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CMACRY TABLE PRODUCT REVISED p In MNe FlOritla "I to NOA-Na. 17-0630.01 1.2[d• I- ,.250- 1 I 1111113II .,.]pNY...NNe d260' 'N`.�OCENSF'•. 3.250• NO. SOME %��(�••. 9 ATXfi f� .100• 1.2�LLONFOR .100' o 1.2MUL 2. FX "e b ''•A70RIOA. ' eesS�'0INIAL� C R FIEi0.M11LLEDUNRS FACTORYIAULLEDUN76 A. LYNN MILLtR,F FL P.E.1J 587M TABLE 10A MuOiDn Cepedty TDble IheO(al O'..ft WdinV.!j ceByipHaullp mwMm) oropening Height(brllotl, Dflylponnm9ouk-1 IAOIn IOA Iu US HIM 1601n 60b Win ]B In @A P9den0We h4Trbq. PrtlargWs TnlRdarp. Panm6Wu TnpTnanp. Peelaqulnil.;T v. Petivn9W9r TnpllXenP Pomrqu4r Trep'Irtm9. Pagan LnpTdvn]. LvaolnB P¢Im9Wn l..il.B Tnp']bn4 LevE4rp IHcunBuvr bvin0 Tn T'.,p Lu60y 1308356 Leadnl levtivr9 Lm6np Loa6np L®61n9 tnlis0 IF.%,e Lmdrp lvNn9 LvaJm9 lcaBYq LvevLp a.Bid 9__MMfDRa�f@�s s€assGin In n4p eu V4v 5Be nfle eu0 N-A HIS InD pl IIB.e wo n>.B III v41 VS. IRA 121 R6B DR. vov MI 11BA ISO 1.D m 110v uBInaIxMI IS,1Ro SM 110A BN nvD 00 11po Illl6t iloo 415 ma 011 IMD HI] 1)00 6W n0.0 ROo IR.O 1p 16U 1@9 IIOJ MO VB.6 I111 11vA Wo SBI}Sb nLL0 1B9 111 IIDA 1lAA W 6D] 114A IIeB 6+0 WB llv.0 1fiY 61. IHA Id! 1100 NI 1)6v 11199 1I40 IMi 1160 ]11 118A HH I)ee lY 118.0 n9] IIeO 1W ]516 1B]I H6B ]66 IA6 MIR 11Do ]6A 691 tIDD 1111 n8.0 ]51 Il4v N11110D W31 1140 SIT n0A ISIS 114v B56 1fID 1168 1160 611 13A1 1168 1141 BBI 10.] 1161 IIOA ITS ATO 11v.0 H] ]01 tiOJ 11A.v W6 IOO 1ND I1C0 191 110.A 1)dA IIB.A B11 110.1 1111N 161.1 1611 INe 996 113D I511 11e0 101] LAB 1611 I1B.1 1463 fY],6 1611 1168 1861 W6 1611 118.0 le6! Lein I10A 8A5 1140 1111 1In8 IW 1S0A t38] n0.0 810 IWO 1]t0 ISOE 1a16 I]B] ITe i148 MID I]5.] I]10 161.8 1 ] 1H.1 1)10 n5.8 IW] 199 ty0 1661 wawa 18.] 1l]0 165.] 10IB a W1n 114A 78.0 !]B 9I1 IIBA 18DAB-,D SIS I10.A 1119 1148 8 ISO iB 06 1 nl RII IAI uoo1W9He19 I B 8lf 6B.1 1311 1i1.8 316 bin 12M WLI IH9 I]BA 11! IMJ U49 . BI2 99! 11A.A 1019 1]21 O6 1A0.9 1WA 119.1 BW 9].9 Iq9 ]89.1 Il9 q.l IH9 f0].i 09 699 1019 MJ 1)6 699 Nl9 B1.B 1]0 611 IBM, I.l BEe HN 11),1 B11 H9,1 N] Ile9 HI 1a1.9 IIIS 1!1 Ie3 ell Ib.O ttl 19.1 911 81.1 ]66 ]11 H1 .1.1 ]61 W.1 H1 1I.8 111 11.0 HI lAA )]1 M.6 W1 tt.] )lB I]],0 ]I] 11IS 194 RDS ]6i 91.3 BW 1011 i5] R1 B94 81.9 H6 1].] 091 b.l 1]0 6B.0 BN 16.] tt1 69.0 BW ID,1 iM Il.t D. O.0 ]Bt AI] AH IS 690 9 IB In I]]D 0H 6fl1 Eta O.1 111 IS, 669 I)0 611 MO.A M1 ]!A 1]I 141 09 1AA @I ]91 6H 369 ill 31,1 fib Wln 85.1 611 B1s 1 596 116 OI 11.9 6A6 61A 6B 1. 515 61.1 67I 690 Ito IH I,, fib ]9.6 419 'No 1W 111 Il] 39] 69A ]IS 119 II.1 Go AD IN III. TI.1 6A 19A 11A 61B II. 690 1. fib 141 6BB 11.6 6@ ]9.] 14 XS 119 )ll 101 ]L1 166 ]1! IBi i]d li6 ]&1 ]B6 il.41,]!.I fll i41 IM 9.6 ]@ 11A 16A 31] ]16 1 I6.5 166 1➢6 TO IBlln U.) 161 166 Ile 111 241 In 1.1 111 i16 ]5] I61 UI IA] IU 111 11.1 %1 )t] SIT 32] 441 34.1 ]N ifli 111 A,] 3n SLI 141 ]11 ]]6 ]28 IMIn ]0] ]11 ne ]LO ]]9 Nl ]]0 311 ]]1 f2] 911 ]]] 119 90.1 31v St, 325 111 m Il5 51 t5.1 ])B 1B.1 314 36] n➢ Wv 11D Sd3 I5.1 ]3B TABLE 103 MGNorc.peary DID w TGhlepby all. H.. FAIb CMU PT.. M.. AnchprCllp Plttval 1bY 1J/d' 1i'P Y YVd' 1-Vd 1.1/9 1-1If Ytld YIIA S iL9 iJ' Ellltennnrl 11rd' sW lu 4591M W 1G41b x/BpI xMIM 1%Rf lwlm a}d lei K11b Yre On %11e! 111 In tsB lb z ARM1X]®ITY Nin oc./FaN]Naomaa (f1y1 YAmv NIA ]ab WA WA NIA W30! M. 4MAue®1.15' MRO,C/91aW1(Caehap y 1Wm9 ]ab N. NIA IIIA >491m Btlllb 10921E 693N9 0451W "So "'nn 11'dM tMbn ®SNh O.G.}(IIb1ArylOClpalllly 9$ ]N1 bI IW Ib MIDIM'D 10NIA MIIO9 6WM WA NIA MOIb o) NIA WA �b OC./VLIp, N10.IDPAYIh 1j N/A' NIA NA, WA tVA NIA WA Nlq WA WA WA WA CMMn 00.M'Nh IMbI/.Clip Cly 6$ waft I.. Id NI ... 1.. 1- 1Nb n1619 JMIW 1R]R9 ]Y PC a]3 m1 nONf x2109 WBm! xflN Don. WA NIA NIA N/A tab NN WA Wq WA WA d101t 4U Be Ebb 2M[bnM 1.1C A4n OC/FCA y fieblRiv v d'99 E1[8-.1-So '16'Fke Vf %Fite Y1B61a9 H281GGI MI29b11 AR1pl}p¢ Y19 gto WtSv1 Vf Ekn Verton 114 EI[e UNsen Y1C Hto lRtYu1 V1'EkeUNdLRr I-- MDR>1BI UvtazT AROGA+IR S[Rr[(tl)]tna 835) 9[rtl 10M 1' 2-112 Y StIC Y 419' n8R Ee Nv1ID6G On 1' b1lY 1' 2-V2'2VT �� FIGURE 1: FIGURES: 49=0 FIGURE,: FIGURES: TABLE NOTES: FIGURE O SEE SHEET SEER EETRUCTIORG NUSINGERALI INSTALLLES ATION 25 FOR INFORMATION 0 � ON LOADING. SEE SHEET52-d FOR GENERAL MBTALIATDN MERIOOS. 2) UNEAR INTERPOLATION BETWEEN MULL LENGTHS MOOR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE ANGLE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS CUP MUST SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS, REUSED 4)SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND IN PAIRS, GROUT -FILLED CONCRETE BLOCK UNIT(CMU) SHALL CONFORM TO ASTM C-9D. WOOD SHALL FIGURER: BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SO OF 0.55. ALUMINUM SHALL BE fi06ST5ANDBEAMINWUM OF.100"THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND [El .04T MICH(18 GAUGE), STRUCTURAL STEEL M BEAT LEAST,12T THICK AND ASS. ALL ANCHORS INTO METAL SHALL E ENDAT LEAST 3 SCREWTHRE W BEYOND THE MATERIAL #108012 ANCHORS INTO WOOD MAY BE STEEL,,&" S.S OR 410 S.S. )%�MDLLION � ANCHORW.- THIS FORMULA TO OBTAIN THE 'ANCHOR %CITY REQUIRED' CORRESPONDING TO AN JAL PRESSUREREQUIREMENT FOR THE NING, WHEN IT IS LOWER THAN THE MILLION %CITY (FROM THE TABLE) OF THE 89LECTED .ION. IT WILL YIELD A MINIMUM ANCHOR ,CITY WHICH MAY BE USED TO QUALIFY I RLJNALANCHOR OPTIONS FROM THE B.2T X 32F X.634' MULLION FOR FIEID-MULLFDUNRS 1.25-X 32T XA2A' MULLION FOR FACTORY-MULLEOUNRS PRODUCT REVISED ply .with the Flahtla BRIIEIng Cede NOA-No. 17-0630.01 RJpM1pUvv Dote O6/2612021 * No. 58T05 TABLE 11A MYlllon CBperlty TabN (IpeM') Opening WeOI(1v]a11m0y9 allowl mWorNorOpeping HelOM(WrlmYxpAs"pormg1lMTmm) 9D'n mh fi0M 60fn lob 60R 1$06 IIAIn Dil, 1]Sid96 n"I°^BSnr LBtllnp Ionic 0. Ledup Rw Ihoc. lydnp Tnprttlan0. lufn9 Meanwln WYNA TnprAmg. Inveln0 Bnmqula ball.. TnpT6an0 Lvv1nA Svmn9laI ]natllnv TnplMmp. ixor" nnlnqulm Um 0 TngMm1. LeYroO PMar,yln I.W., TroFr`oY Lvm1n0 P9elanpube LmtldO inp'Mmp. InePinp WMa�N10' LavElnl TnrRrlm9. Lm61ry •.A26 AImn.Nba Mason S 9 e # g fig Fa % e ^ 9� % `_ �'@ '�q may@E S g 6 :g " 6 :g E S 'fie 9$B$ S _ e6 9 L^ F@ 'B .^a@ � '� 9 e 8@ %a sa � �@ o _ �@ is TH mi'l 8a 3@ 8a Ixm rtD.o 6M noo 136 Im.o AD dmnoA 081 n0A 506 I}01 992 IALO 615 IMA m6 1io0 521 noA rzeo Imo 91 no.o uW voo n1 no. 1]]! nAo Sxl mDIoIn IIo.D i66 ]l0A 601 Ilan oA 6N no.D Bat troA Yo 11a.o ull IroD ebl fiAA ni! n0o en noo 111] f1Ao bpD Vo.p nM 110A 6] nAo 1%3 n0o 690 Imo xxY no.D WDIN.O ]Il 110.p 663 IIOA 00 631 I100 1N6 711 694 1]DA I1as 110.0 121 nA0 1111 110A n' t1oA 119! 1i00 iQQ n0.0 1193 11A.0 ]56 1]00 A93 1m0 166 1AD x]91 110.0 ]568A ]9i1WA 611 1AII 00 Yl n0A 1116 v,cI10.0 SP6 1]0.0 BO) IIOA Iu1 1ip0 BT 1fi.0 1691 nOd 656 1)OA 1513 1]0.0 61 n00 931 I00 e11 1Al2 2103 n0.0 B61 IlBA 1% 110.0 AB im 110,0 Ixb 1100 Y] I10.0 111] inn 9Y n0.0 15I, 1no 390 ImA IPI 1I0.)p3..x169 IIO.A 106] ]I$ 1NA . Im, B60' 110D IM] nn0 ND IIcc 110p 5]D.0 IY6 1 8 161) 1 '1016 1NA 1059 110.0 IV} ISB9 xOPo INA Ins 94A TbI 1]00 I'll 111.1 2-1 INA 1111 gYln 1100 9l1 11p.0 ]89 n I DA I. I'II D. Sn. IWI IAA 155e n0A n08 11-1 1153 1100 1'65 1]a0 W6n onic1110'966 11Be 101.] 1966 1]0.0 IxAB to,'N.0BIB io , 'OPo IIO.A Za PAO 1126 BIG INO "'A 12xfi ISd.1 ti]1 1180 1315 1N] InI loss ON 115.E I'm 166.! I]61 59.1 1]31 'SBA 73 22 M, I'm Ib0]ie'n tA.O 119 IRA 9n 110.0 11 IOW Ko., IYe tm.0 111, 11, 11,, 111,1 1]B6 '31.1 1616 1.11 1216 "',1 11. U19 1III 91] 15Y 1., Nx9 Y] 16]6 L., n19 19] I656 1}IS nIB 11A.0 1161 110.0 961 110.0 00 1116 1$SA 11T 169.1 IMS 1]eA 11P 151.0 1]N 1R1R tn1 1]91 1}O6I.,.I Un n95 1'91 90.9 LIT '1CI 110 n,3 Un 11DA 1168 692 Nn Ins 11N 2111D 1!8$ 9B6 ItBd 1.9 B6e f016 1110 1019 991 OBA 1110 983 9I6 i89 iH0 p.6 9}1 11.0 11f0 801 HO 59] mio 3 PJ1 N.S I1f0 651. en UI 1 3ein 111.0 9i6 UO3 6II ins N6 101E pY el6 BA BB] N2 A2 B]5 R6 In 61A 9)6 712 011 585 fly 651 BA1 ALA 975 61A 2® 11l 9]5 51] 1)6 36.8 Bib 91.] mI 1DBIn BE] nl NA IM Iss IT m1 6B5 61.i P1 Q1.3 67' !'.1 "' N.3 661 'I' "I '1' 655 11A 1]1 MA -7 31.3 ]it ]89 eV 29.1 n' 35A @I II.] RI ]31 612 Itt In l6] 131 11] fill fill W. 6!A 6N L.1 ]]A SA3 NO 11.3 1]D 111 131 111 n0 150 63] 7.9 l3o dl.l 6NI30 130 31.9 689 2ll TJO 395 6Q' 1]Oln 599 YI 61A 659 19B fill 51] 660 Ii.e 62I Y.] 66x ]1.5 IRI 99.2 W 333 VI 35.3- 01 ]0.0 621 ]iR NI ]50 631 $Il 111 HA file 14B 609 Ib] fill y'.b 6D1 141n N.I 0' 11.1 400 1a, U3 AI 395 31.6 1]] 251 39A ]I.1 dA ]2A 386 1 193 039 1 1D.0 ]81 11.91 1]] 1B3 ]]6 TABLE 116 Anchor Capecky Table She) sumlTm 2]k WR190 39Y Cm[. HtlM rA1V FYlMCA1V VrWmY MNa SryCEI[e v1'99 FFe 516'IXo 1If 64 Bm F1091M NR61pl PI}91J Na AnchorCOp PaHema M/ryer. Yts O[e unam nP Eb.Onam won',P�U..A®n3&c ins Dm unoo, vA Etoupn[en aOr U s[ 2e (LE)srlar LM) 9[R6 L31 ELp Dooms. 1• x-vz 1" avS sire• 1• 2.IIz 1• avr z. sIR' z b.R• bsr osd' Ernoccod 136' 11'P 4V6' 13'f 2 1-tld' Idlf 4111 1-Vd' 1-1/1' 4W' ZWlIs ORel Cnp 011C 9]h1 993 Ee d`OIW WDIm 16N We 9061 2W IY ]nM i/0A ]N. 6N 69 ]I11W 1Y'Im x M[Mn® $ NI'A" /9tlMvoa WA NIA NN dM. NIA WA NIA WA WA WA "coi d ArtOnr®I.IYMIP 9tdtNN (R(MH3CAp AWb9 I.. NIA ]mim ]191to 6WMI nbRA3 02. f92N5 limac efl51m If'Am II.RI IAmMn ®a'Ntt O.G /q II6AgbC[p5/pl&9S miss 1Bllb WAWA INSIm I6931b] on., M. .'A 1w. IF$d NIA WA .'A WA N/A NIA IYA 1 WA I WA I I WA WA NA WA 6A¢roolo.'Y01.O.C./VLF'RBn0.iD4NUR 1MM/FtlpQ5B 5) 10M 5@@a xor U51m mm n6lo 1pEe 1TIm 9i01M IB]RA 341E 4)91n In. ]31Ra 2mlb 2MWn 91.14 M101L 0.C/FI3 RQ b] ]91m N1A WA NIA NIA 193Im IUA WA NIA W WA N1 bs 64 Pe Rolm WHEN IT CAP..,. TO OBTAIN THE 'ANCHOR PRODUCT REVISED r. Im th. Fmrlaa B.6lafn9 CeU N... 17-0630.01 Gpintl.n not. 05/26/2021 1.260' FIGURE I: FIGURE2: TABLE NOTES: e • 1) SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MU-1- LENGTHS ABUKIR OPENING WIDTHS IS ALLOWABLE �P`5 YLYNN �'I, FIGUR93: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS, SEE 3.96' 2�`T;ON 3GENy'F' XC�'Ai ANGLE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRIC O S : P. CLIP MUST F0 0 �� F ® BE USED SHOWN ON SHEETS21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. �.1 No. 58)OS N PAIRS, 4)SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOWAND �/,Z�J/'1�y/,---- _ GROIIRFIDLED CONCRETE BLOCK UNIT (CMU)32WU. CONFORM TO ASTM C-90. WOOD SHALL 19,1! olo.y) 0=C FIGURE d', FIGURES: FIGURE B: BE PRESSURETREATEO YELLOW SOUTHERN PINE WITH AN GOOF 0.55. ALUMINUM SHALL BE 62q. ?OT •. STATE ,��` 6063-T5 AND BE A MINIMUM OF,IDO'THICK. STEEL STUDSTO BE A MINIMUM GRACE 33AND _L `1C '-1.40RI.1' SIT THICK (18GAUGE).STRUCTURAL.STEELTOBEATLEAST.125•THIGANDAM6. L /�1 SIs , �pQ • ANCHORS INTO METAL SHALL EMEND AT LEAST35CREWTHREAOSBEYONDTHE MATERIAL .,, �pNAL #10B#12 ANCHORS INTO WOOD MAY BE STEEL, S S. OR 410 B.S. 13S X 3.96• X.626' A.t INN NIBUEh, P.E. ni MULLION FL P.E.#SBT05 TABLE I2A Murton Cx ac Table bsMf opening WIdN(IOrS<NWpj-FUnd NmJSpin) 60F WA i0M WM or Opening HolSlRowneasn llspsernmeIwel6) BON IWh 1AF 110N 1000 214a36 RecI Doer Leeby RepMeip. MMRRAu dw TM`Mnl "M"D Pecimylr IneElnOMLwAn9 hepiAmg. PMnrgJv TnpnXUmo W. RNIwpJI, ]mp']XMO. Iuaftl0 RttWauIB lu#aq T"ll, lna6Xp PecMXvor LDadnO Twy]Xvg LenJn9 RIM, LcadnB AmmIeX9 L9aPilpAWm.Tubo 0181111 Tal <6 56 drC 22 26� 3� K 5 dfi gEEbB5�� ^$5�2@ 3 6Y SC d � Me IT4p pf IT00 lU tme 1R IRo OU IT . 506 1. DO IRO 61B O00 I110 INA fN 110.0 I24D Reel 621 1]09 IOR I]¢0 91 IRO IM " 6N 100 On 110E 531 10A iNH041Li0NO 6H PDO B0 IRD 0]0 IRO Ilff IR.O 661 ffee KIM lien M 1]0A IIII IRA BW N60 RW 1]OB .1 IRO IWq IR.O 6U I]0.0 ]A] 1]D.0 0RA ]¢ 1]DO f6l IN.O 099 Il6p U1 IR.O 1%! ITLLO 691 IRd 119! iR.O Tl] Il4D 1Nf I)00 TIl 1R.0 IIBI tR0 19 I10.0 1Rl IRO RB IRO 2DPx IRA Tl 1]OA 991 \RB 1Y IRA RlIRD 61] 1]0.0 B% 1R0 691 1)00 1116 H40 ]% 110.p IZR NOD W II00 11% 1R0 Ui I]00 ia91 Ime a.W 1]10 191J 110.0 WI IA.O 2ZJ1 IR.O BU I10.0 95M ]]0.0 IRA 6M 1ipD R1 11p.0 tDU 1R0 ry] 1140 NaD 1TQ0 en. IR.D Illl ITDD %1 Dp0 1f94 IMe RB 1R.0 IIlI IAp IRU 1)00 313! tiD.p W61 IR.O 21]0 IRODeIDU114D B]p 1]6D ]lf IN.D 1110 IRO Bfd IRO 1a0 IRp WO ]RD IIU 110.0 IDA IR.O lUJ 1]6p IOIB 1MD 10J9 OR. IIII IipD Il)1 1R.0 IIU IIB.i :N] D001]1H9BN00 9]I IRA M9 I]OA I1W ITTO BW N0.D Inn IND 1. 1T0.0 1. ITQO ILM IRO OS] 70.0 ItA "se IM8 ROD I210 q¢D MR 1]D0 13P+ If1.9 NN 1]0,0 NO IMA NN IT00 I2U 110A I IRA N8 D00 IUD 1R0 me 1]0D 14U IT0.0 1136 IMd I o 1]00 USA f]40 111] I10p 1]If IR.D 313] I10D Ib] I N% 11p0 IIBB IN.B 21% DO.D 16M LL 31% 1. IfW9 1100A IR.O 170.0 IIE IIlI IR.O '".O U] PoT \]OD IMe ILO 11.1 1)40 110.0 1,10 ills 1 D H0.0 t8]D IUI IRA Inge 1200 12. 1]OA IT0.0 1]B4 1%3 1]OB 1100 IIII IUD 10}I 162T 1DLO 1161 ITD.p 1]0.0 14Z1 IIII 1aB.D 131.4 1960 IUI 1]AO 1.1 1W9 1. Oas I11A 198D I'D1 KRA IIe01 I%0 1%.1 1660 V IP! B29 1%D 182.T 1]].B I8]I M% IIOA DIDU00 IIU IIB.1 I"a 159.0 1318 lUR 13MInse110811.0 1a90 13t.J IIH BBI IJBB 1f03 1182 88.8 1%B 101.8 111] N.] 1]W 09.0 IIU 61B I>00 RI 11U p5J 1]99 iB.B 1eaIIlI 1139I51.! 1096 12LB III9 IU.B 10R 105] Ib9 1113 IUt V!I Iffi B}9 1W4 IIB 1224 Ue IUD ]0] I'L9 e2A fOts 61A 1N9 »3 w] 59] tb9 659 BN I6.1 1N8 e21 W] tOvb UIIU.B q1 .m.] N1 89D U2 T0.0 Bif ]13 %9 MR UI T4 BJ) e1..6 911 Bid 6]5 SIA sit we US 111 9)1 IB.O ]96 31.0 B11 IAO T62 RI 0112:2 p}1 p19T03 N9 B1J 819 U.1 019 lOB LN SP 910 629 1B1 510 DID RI 1% O.1 919 61d Til )9.] 019 H.1 NJ %.1 DIB 10] T4i Ue N9T93 iU]G8]082B NB %J U.B ]M 4T6 Wf 1>3 IU ABA 6U ILB RB NA 0T! ]1] R8 IO.f U8 913 IU JLB 69 Z/.0 TU ]L0 011 bB TW 1)J 6b N1 ®1 %A 8b U.0 IeB ]13 618 )IJ 491 U.3 %8 283 tflf N3 Me 8] IT9 NJ %6 DA 014 162 %D 14f 1% I50 %8 11] 4U N.1 6W TABLE 12B McbeaCapatlry Tabla O6 6'Jt6Da¢ ih ¢atR1t HmmrfNll NMCMV PlwI Ntla enT.I. BIS SIN IM•DS FkD NIC FkD 1/!6]B[D aIx51M I13BIc1 AnXR $W LIC F[O Wli2Kl VP13[0nnel- D. N6EI[DIDaT Lr NI"ReeOn IypEitlo[ UBm[N AWIC]Jm t"( S[a.m. e[rtv (Gp) Sw21 AntXDtCOp PaffiTa r z-vr sIR r xvz r 3-vz Il sllC : O.b' 0' B.ffir ED¢osdKa BD2 1' x-vz ulr Isr r 1-vr nvr t.vr avr vur wr r ure• 1�•r vukl Bnrmnx6Dt ur4� wr MOM IEN D! UD Df 1®9n aH Da 1101ti 3]4 Nf 6%Ib %tld 311 b] IRYC OBORe SN1[Rn W<,10'MIn O.O"ens" O"OD"WIP BI016A �De SW Ib Aed W9 11/A BWM IIM U3rya BW Re It'AM IAKbP @R.nFRll" 51T®NDa GDA1PN{I'D ]i TWIN fin itl IN 8'A N9 IYfip l]a IQI U) XIA 3W BD MIA ®Sib IXA IO]11b IJZ]M 16U Ib BAKOe]®1.x1'MIn QFf91+NUN(v¢D<IICIp lT101N 09 ]aB Pa ISNIp N/A NIA SIEM N/A h91b NIA WA AMID ([]2f AlyeCtl%IIfl06k INO TeCOPf;2 TWW ] 6M bf 1DM. I]R.O. pM 6MM NIA T6o IN ]aelM BU Im 18UM 6621X] ce51b 1tUW 6AKMnWSNN. C.FI e[ NSOM HNM tD]OIDf bbU SONM U M 6UM tllA i1tlW 113xDf 1]DDs U•AM 1@31u 1]UM 16M Ie DMeronW L%'NIn.O C.fVCtry, D1D.134Nm T3 ]M WA N/A NM NM NIA WA NIA tuA HN WA WA WA WA IOA DID.1xSALT.Eb Bt NIA MR NIA NM WA WA WA WA WA FlM Wq WA NM Wq 31 Iw 6MMn W0.YNN.O.GIVLy. IIM 3W pa NIA SIBIU t11A 4WM IXA N1M YEM 5MM x ArcM ®268'Mn0 WF Pip D[ SIBM 9AM 315M TUM M NM WA IOU 611M YI Pf %OM ]OFFS WLT'WIL ETHEESAMIF I H .•� AS •.. NOTE FORTNE OFFSET CIJP, USETHE SAME ANCHOR PATTERN AND ANGpR VALf1E5 AS THESTANDAAUCLIP. C\ CIRCLEDVPLUESAREUSMNW 6E%M ONSHEE 14. FIGURE I: FIGIIRE2: FIGURE 3: FIGUREDrm-: U• • • • • • FIGURES. FIGURE 6: FIGURET: FIGURES: FIGURES: FIGURE 10: ANGLECUP MFUIN PARS. =ANCIIORCAP.- USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REOUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FORTHE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (MOM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACFFY MICH'MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM TI IE ANCHORCAPACIT(TABLE TABLENOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS b4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOP OPENING WIDTHS IS ALLOWASLE 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 11-n HOLES TO Be DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-M FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI MI SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM GOO. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.65, ALUMINUMSHALLBEW0 TSANDBEAMINIMUM OF.18'THICK STEELSTUDS TO BEA MINIMUM GRADE 33MIDA16•THICK (18 GAUGEj. STRUCTURAL STEELTOBEATLEAST 12STHICKMIDAEB.ALLPNCHORSWTOMETALSHALLWX DATLEASTSSCREW THREADS BEYOND THE MATERIAL. 010 61I12 ANCHORS INTOLVOODMAYBESTEEL I"B.S.OR 410 S.S. 20ou' PRODUCT UCT REVISED 2R,Om p n wIU1 OR FIDIlds B Now -No. 17-0630.01 F3pbnlien bate OW2612021 1 \11111 L. \II ,A No. sBTDs -. d= J z STTEO ��,41 ANAL EN.``• (IN MIL41 kg. P.E. TABLE13A MulbOn Capacity Table jinfiel Opanln➢WIINF(famNceM.SPMa21G1n1c.) or OPanbW Fill AIBIII (M 1UmmNaBy-6PB mma[O-) . w1a nab lion (ION 1MIn 101n WN ]Oln NN palmµ IM TfepgAm,. ncEnWn Tnla]0w0 Ratt O r TndMam. PeclapJb ThMBen& IUAIeIg,Am TnpllAmp. Rxlanplar TnpTlry. ReMalOart TlmJmenO� lwmn0 Rodmlpin TmyfAalq kNnO IAgma Rau,glr TaplAmy. laedl9 1pMlq 2x6x,2e U. IaNrq Undo tccono Wdrm beonto LNmna IremOa Eml, Is mOa LmAlq IpNry �61u13en� L $_ ' 9__ g8 pin0, % P_ Fv_ o6_ a a gi 9 a� �_ a t�� e�s6E o1 a a� a NO 6 6 @ ppg6 §a� a s S i$ a s i �8 5 fix��a Iu ea0 m n0➢ u Imo s0e no wz v0A sm nao 1111 Imo AX Ing 121a INS S% +ma IIM na.0 s11 1ro.B ms tm.0 sm tm.9 lon na.0 Bzl nN nao em imv ass +m0 +m.0 aw tmo set no.0 m tma d0 tm.0 uv tro.6 WI Da0 1275 nao en Ina I{n nao Bm li0.o +m Imo em 1ro.0 1%] Iro.O ON 1]0.0 2zn Ina Am NF tme ]m n0.0 s1 n0a om n40 w "co ION Imo NO Ina nw tmo in no.0 I. nao m n0.9 Ne{ Im0 1Y+ Iro.O vw +ro.0 ]se Imo '2m2 Iro.o 1Y na.0 ml nao lse memF tm0 ]n Iron, 9l 8b 1m0 e91 IrO.v the Iron XI Tun cm n0.0 ew np0 Id nno B]] Im0 1G% Ime 6-e Imo 19U IiOA E01 nao ml Imo Mf IiaO 2k0 1- MI 61N Imo Im.O R1 ass Im0 +m.0 fiIz rol Imo Im.o ton Im.o mr Da.O IZN Dan m n0.o un im➢ w1 Imo iwl nao we Iro.v tm Ima Iron, nao ors nao lad Im.O zGB 1]0.o IM 170.0 a31 170.0 Ian NN To, n4v ]IS Imo IIIB Ito.O d0 70A 1]0l Imo w0 '"A Id 1m0 +ate Im.O IBm Ima a +m.p IN. Iro.a na Imo aI trod nu +m.a XA] Im.a In1 Ima in, Ima Iln No, uBB Imo 9N 1]O0 Iml n00 IOIl Iron, IfiH Imo Wro INS IN] In. "M Ina Iwe Imo 1z10 I]a0 nIS na.0 Ia5 trod 2717 ImA nee In. M11 Dan nd 5 nF n0A e1! 1]p.0 IDv 1m.a In! Imo +ro3 nao 1{Be n0A I10 170.0 n00 lno IIIB Z 19n Im.1 "it n0A SfX Imo 1N1 1]a0 X50 Im.O 11n 1]OA :GIS II0.0 15a 1m0 rod R00 1SJ0 aln 7 n-' 1]0.0 IaN 11a 1m0 Im.O nl 9n n0.0 1140 IwB 1m.0 IIPO 1740 +910 na.a '21, 1m.a 1]n{ tmv wR I]aA 301a Imo 1{21 Im.a aw Ina IMS nap 260 Doc ten 1710 ]Ua In +6a{ Pp.p ]9fl np.p +1w min 'E 1]BI Im.O I11B 1]0.0 1BII 1IOA nW Im.O tN3 Don Ib9 Imo 20R Ina 101 170.0 n0.0 1551 70.0 nd 70.0 17W I]Oa ]aJ 1mA 1T11 110,0 ]Bn 170,0 tiie mN I]0.0 1151 im0 Bd Ina 1501 Imo IIIB 1m.0 IBSB 1]OA I{v8 II40 z1X +ma 189 Im.O ]]vl n40 ITn 170.0 m� IAA 1911 INS MOO 170➢ X25 I56.0 wn Im.11 an nBd NI] n0.0 2361 wn (OF 1]a.0 ITaO I]X I{n Im.O ImA IIN Inc Im.a 1"A Iron, Inc Id Imo tvn Un 1. Imo 2m7 Ind 1. Tax n50 Im.O iKi Ina 26A Imo nci I640 31M 1TO,o ate w].1 ]IOB IfA.B 1{ID in. 0 ]1W 15B1 Nm tOBh 1]0.0 ISM Imo 11W Ima 1%B nod iN1 1m0 TAI 1m.0 lom Imo 25w Ima MR iW.e 3/% Im.O brl I{B.3 RRI In.9 xY!] 121B 11n NOA ilBl IN 2m1 1X.B 2n1 02] 9BI 11B.0 2180 I6'ID Im,O II tT0.0 1YE ImA n[0 110.0 'd2J 1m0 1w3 Imo RlI Imo 1NO 1lIS 1]E IS2.6 IItl INS Xa .1 IIIB Tl . ME 12BA %w w.B X]3 It5.1 Xn o5A 'An, 106] 20M IIIF ImF 1]OA 1m.0 Inl Imo 15n ImA 21X ImL 1690 1911 Ila (SOB 19% m9,1 2bi 1111 Iw{ 124t 2551 lvr law Iw.l 2Xi 1181 IB19 wl a5E WB 1Bn ]]] a5E 6BB +6N 61A mE BI.1 1009 INF tb.1 lY1 1XA IW 7w3 ISM 1L41 71X eat IY1 Bi3 1WI m2 1`h1 B01 NW Ba, +Bw n] IPA d.B 121 BSl IS55 !21 IW Y.0 13b N.i IY1 102 1di19 19.1 15w NI tld TABLE 13B Anchor 9WiNe: 2.M Wanu Am Typ' NT F.F<Nlnem W'FYU VInmm Ca aci 15a Lnn. Y 16'ERe MOmm Table We (Wee G1U fl1q CN F1 W,>m 1 I I/{'6a E6o 5?Eleo 1A'.ft' M 6M1Y a06M an 61N Y98'Fdenasm Ila'Em,Mnnm ABIRBab N,mM AW!GeN19Mer IGS)fieM(O51 Aerwl FN Aneha3COP PatlCT6 Eaw Peb O6 in EmhnAml E zmm�on Od.IS Mn. o.Cl6lenaeN u•OReleop 6Nn521: a Ano1M®LOTMIn a.G/6uMmtl {MORN LAp IFb. Sj: fiMOMe®1.11'wn n.C/6unaW (M 04eIjLk ffv. 11 d AroMn BYMIn O.GIDIhSMpe Olpe llEb.3y BPnOMn 09'MIn O.G/nlz}SAryntllyl .AR I]AnJon®IS'IAn 0.G/1Y13]MBa CIP/ffti 1Y 1 Amnce B 1J1'Mh O.G/IWIp, Mo.IX'AWn.IFlO. Bk OAmlur IS 014.0. /Wry. Mo}n'Aga.06.q lAr[be 61.69'MnOWFaolib.loY IAmfo' LIl'WL O.a/FJA .IIR 1- ISN' Ncon non. 11e01F 1lOM 15AIEa 1CKA WA WA 9m Le Oman }1? SYI' 9m Ne mOM 11WIa' ]W Pe 1YOIW 110 its WA WA 9Nd ]NEv 1' 1Y1' NOIM WO Ge 1w01M ANae tYa IM iM0 WA WA d50 an n5E' }11Y fiYl' fiW loa I.J. ]Sw IM 15W Wr I'M Re a/N IW WA WA NOAn 1XB We }116' S mu Wv Ra Oe WA I1W ¢' Ina. WA WA WA 1et6 On WA P 1-1/6' xm Ra MAIM WA NOIM 1MAae WA WA WA nO Nv WA 3.1? IAM' zPo le. YOn. wO RS WONa tiro l[a n]aN WA WA ]001A9 a]OAY 1' 1IH' aw lloe IwM NIA WA WA WA WA Wn lw a+ WA }1? 1I11' ]6alq NfiOWe 1ABS IM Id b6 n201M f5001W WA WA ]N h' BV Pa P }1/1' 9]I In nA IM WA idA lb Nw Oa WA WA WA Stlb WA lIPo' I1/a' g11M ]3]S IOe WA BBSAe 1m00' WA WA WA 6HOa WA 2 3' Molds 1BriIN WA 1601M nw11 WA WA WA wOb WA O.N' 1316' Auee AB9 Pe IY61Eo An lee I]N 2e Bw96a NIA 0.(d' IJ'A' anN w91b Ilm lM d3Y'e InO� 16MIM NN 0.Jw' robe 'An, Sa 11201M lNO Na Ilm lb 22W In,' 1W Na 1111 2N10e WA WA ]110e Aa Da N1W 6BS On YA F' f1]pY NOTE FORTHE OFFSET CUP, USE THE SAME /WcgUH rnI =ANCHORCAP- ]E REQUIREMENT FOR THE T IS LOWER THAN THE MULLION THE TABLE) OF THE SELECTED YIELD A MINIMUM ANCHOR MAYSEUSEDTOGUALIFY IOR OPTIONS FROM THE H-z➢6D'--a UREIE 1) SEE a FIGURE2 FIGURE 3: FWIIRE/: a NOWES, F�% �.G FIG LOADING. SHEETS FOTIONS RGENOAL INGINSTALLATION LLAHE TION ES METND SHEET 25 FOR MFORMATION ON LOPNEAR SEESHEET62J BETWEEN mu INLENGTH$ NDIOR ODE. 2(LINEAR INTERPoIAnON BETWEEN MULLLENGTNS ANOrOR OPENING WIDTHS IS ALLOWABLE B((- 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS, SEE SHEETS 21.33. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON FIGURE!: FIGURE]: SIIEETS 21-23, FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. ANG 3PLL YELLOW FINETE WTHAN CONFORM TO UMIIS0I SPECIFICATIONS. HOLLOW BE ANDGROUT-FILLED (FIGURES CONCRETE BLOCK UNIT(CMU) SHALL CONFORM TO ASTM G90. WOOD SHAD- BE PRESSURETREATED ]EDUDET) THICK EEI-ST RN FINE BE A MINIMUM OF 0.0 33AND.MSHALL (ISU GE). STRUCTURAL STEEL ELTO' MUST 9E THICK STEEL STUDS TO BEAMINIMUM GRADE 33 AND.0d5'THICK (iB OAVOEI. BTRUCTIIRAL STEEL TO USED IN BE AT LEAST,I217 THICK AND A3S. ALL ANCHORS IWO METAL SHALL EXTEND AT LFIST 3 SCREW PAIRS. 2'%UUON THREADS BEYOND THE hIATERIAL.#10S➢12 ANCHORS IWO WOOD MAY BE STEEL, 1S69.S. CR diD SS. MtRLgN "•• TABLENOTER PRODUCT REVISED as complying w]N Uav Fledda, NO{LNO. 17-0630.01 ExPimtlon Data GS12612021 � •,�ON'f LYWy, ' P , FL TABLE 14A NUIIIen Capacity TD010 BIKa t.z3'a21t" Opening Width OorwNm0y4P®Tlrg miXo-) erOyenln0 HeIBM (fw FpAmNdly-]pertilg In lmin Rzta�gtln! iRNfBe,q, PeClory Nor 1np'Mvq Imi4 DaeJ Load, U ng mllllom) min peelaryub InvIIM TnrR6ap. Lnell,9 Wln P[MpJc, Iw9,e Tnp'IMN Leary TO Ra[impds IaaP,a in Tno'IIIsp. ImTN Re[LrPJm LetlN In To 'e. lmiAq 1.In geelaryul.1 Tr'ep'rorg, Leo11iN Ine9,o 110in Rng:W, Tung, 6 lcaEw LaaEnV 1mF RminTepn, TepT6all Laalind LoaAN [.126'AlemM_ TBee NBn d1F +uz 'g BH � $� 1W.0 g ae `� 1RD gSag Sa Sm 1MB ¢L a9 fi g 1m0 pp� S 6R 3 19e0 gbgh f dll b ml g 5ffi Ixn Fiss n+ �aldg��gg� _@ net is 6N g� +3U y'�., 3a Itl 4 m sI On g 1.LL1 i n1 s WI $ B'A �i h +x+ A_ g�� dl+ yT Bu �._ �gg� H BM d � +x1 aF a m 5 Lil t BA 3@ 1w sa at deF RB Im +olo m KB <m MD m 680 Im Ka m Kd Im B1.4 Did W> dm D41 11 ua Im r8e 111 iP] dm m0 all xB on,Fee 9u 90.] on Me 311 RWn K3eat BLO ]m WB A] >A] 9H mB 9BD > , D 3m 611 yQ B4B DBO 11.1 ME 63B ]m x] L 836 '61 H.l KIl29 T ,,1Ke -3@ R. mlIS] ]IB KR 2lStBWB Y 3d d Wd H S 9B x9 4IDR41I 2DS13L9 3Y®10 4K%B1 M en,, TAB 2N .1 SB S W ell 1 4 R 41 210 ]B1xS 3d m a�n2m W R2 21 1I1 ]x1a0 ti6 19 92 IDSlI Wb 12> ]fl A.8 TW IlB H1 M1 105 EB 91 X> IB] $D LD ]1.6 1m ]ST ZM ffid 106 21.d 9d RO 1N 1>.B 2x ffi8 1W IS] 91 'AB 1. ISA . A.1 1. 2 Kh D>3 21D ]&1 18t x0 Z1] ]lT 1fl AB Bit He 1>B H] ]1] HO 1P R0 ]11 26.1 1]P 14B 219 III tW 119 ]13 IBT 130 21] i20 Im 116 213 H.0 166 RN BBb Ifl Rt 165 D 1fl AB lID 11 0 1B BAT ds >Bh 1ld SI 0 1]nM] 1B 61 t6 l0Im ttN IlB I6i RAS 1]3 iflB 19 2" lm 1fl1 1m 11.0 tR AncherCUP Pebme .. LI6•Ek0 ... 1/f 99Fko Llfi'Eko else Son 1W mm mB51(P IIiSbJ /✓elvf TylC 910EkoUlam Vf FkoUtrsm Nam &16'EkoUVxm WFtBUb[m ABY=Poly Uu3m RWeLfv 9[r+((3)9tnv (P'1 errtrr fD9) E0F Nd19e[(P% T I )VII 1' R1? SVO' 1' 2VY ?•K i' }VB' T BdP n1f' O.W MAY BE USES TO OVALII IOR OPTIONS FROM THE TABLENOTES: ' 1) SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING. I.-1166•--1 SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS, 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS A OWASLE FIGUREI: 3) MULLION PAID MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR E%ACTDWENSIONS, SEE SHEETS 212? IN THE FlELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23 2,ifG ll� H0LEST0 BE STILLED FIGURES SHOW SUGGESTED, APPROAMATEHOLE LOCATIONS. ANGLE OUP MUST BE USES IN PAIRS. 4) SUBSTRATES: CONCRETE SHALL CONFORM SPECIFICATIONS HOLLOW AND GROUTFIGU .125 1 M TO ASO1 CONCRETE BLOCK UNITEWIT SHALL CONFORM TO DSO. WOOD SHAILBE SE A IVRIRETREATm ' ICOW SOUTHERN PINE WITH MI fiG 0 INUM STALL BE 80 BE A MINIMUM 0F.12S NUGAND ReDEALUMINUM THICKST EA 33 (18GTUE}STRUCTURAL STEELT0 BEAT 0S WON TSBTECRV LEAST THICKANDA ANCH INTO EF&S AU, LE45T3 SCREW TFIREADS BEYOND 3 IOODM THE NMMUON) (IMEGgK FM MULLION) WESTHICKANDAANCH RSINTO YBEST EL,1&8 .S. THE MATERIAL R10 B R12 ANCHORS INTO WOOD MAYBE STEEL, 1&S S.S.OR HO 5.5. PRODUCT REVISED plvvon wlN we efeneo euHding C 17-0630.01 NOA-NB. Expiration gone 0512612021 g mi m�[noevre mControl No. 587M P.E. M,MOn CiPulty T9ble Ib6Mr 0'.01.9 wlam (lorvsNUlN6vel951q uMOon) or Duane., ".I'm (AN 1pr®NeOyWmril9 mug.) SOIn mb Ntn eaF v01n Int. fA In N01n Main 32F 30 pee4nplf IwAne 11n,"Our. fueMy Ren®q.u, Wdn9 T�4 rrO. leadne Pe[fanptlu ImanO Int. O , IneOM urW rr 1<aJne nepfMu,B I nd Sucrunlu U.4n. On u. IUA'q NedoenIY IUJnO On" III Und' RnIOnner W6ry T>p'iaYq. L.". R `Oua/ LN*na 1npnAnn6 1^Wn0 PuiaWUly 1naAM )Iq✓19up ICNne OEM AL BAYMULL It yig {a _ g�^ �@ CCCy Fwi 6 Ixm 11.1 RN RBA 9] 90A M Rou In See Ir0.0 506 tro.0 rox 1ro.0 e1B 170A nl6 INO .1 tMe IN0 Ir00 Sit IN. NBe Me ON D0,1 IM INA .1 N9.1 IN0 170.0 ON IBN 1]00 IM I10A tl1 1]0.0 B50 1]0.0 5& BP2 1)0.0 p0 1N0 11&i 1]e.0 681 INN INS 1]0.0 W 1]0.0 111i 1N.0 080 1S3 102 IA.O 6B0 1]0.6 16r2 1N.0 6® IN,] ISN I10.0 WO 0125N INA fl] INA fine ISO eW IMA -1 IM R40 6G 1i0.0 110 1. 1L INN IN6 INO Ni 1613 lu> INo Me 1Me we 1T0.0 T. we IM] 'NO rrB 103.8 P9 I10.0 ]9 NN Iron iN IN, 012 170.0 W Mel on 111e 11A0 fit Oo0 IM IN. am 1601 110 !N. 03l 1M.] I35) 1]00 BY 120.J IJ03 1]0.0 561 lo),I O9 Iron 851 90.2 I]U 110.0 "I Wh , W IMe .1 IIDA 1. 1N.0 MIT [160.2 RIB One .R 11&1 1110 INN BN 128.9 1218 ISO SO 1109 1218'-A ON u.1 121. N8.1 One B)B 1210 tb.t 913 NI 1218 lutl 913 81N R00 B]0 R0.0 115 I A 1110 ISO NO IfM N&1 IN 131A ISO IUA 914 1180 I160 UI.9 BBB Mel 1150 not ON 0).6 IIW o&] 0]1 r5.1 1150 1M] 0]0 65> 11W 1N] 910 WIIMA N 141 1W8 161B 801 IMB 1b6 W 111.] IMB 111.1 BW 101.9 1018 12&1 me BIA 1Ne 'let 9b M3 IMB Ia91 821 85.3 IWB1803 ma m.l 1018 1N] af• Rm110.aB 11]A MI IRA YO 1]&0 NB 8e0 IIO.B Tel MO fine nou Yli i&2 0B5 ..0112]OI 00] ]Ri 5&1 BM ]93 88] %] 880- !&5 OOB M.0 800 Yo.l 88B NO Roo 690 BB.B To ..4 B]0 !W W.] 0, NO ]W te, 69.5 Me 1" bJ 59.8 iN 11l BM IO.B ]9J 68.1 Pll 19a fix.l 619 ]]A rW 91A BR IS ram Itos 1EB 116.5 B51 @.] MO 81.1 fill 79.1 NO It, net ..2 ]60 n.I .1 .1.1 MO Me 8R BS.I NN 61! 6N 16.2 Re WA ON ..0 I60 f83 668 N.6 MB nen 55B BBN RI 58) II.1 90B 60.1 SO 82A 191 .1.1 fine 6I.8 1ST 5W IB9 1]5 1DA fine HA I68 35.1 S'1 M0 163 900 � J0.2 I52 N.e W3 13.) 119 9.5 Om )I.0 W mN 51.1 1" el.t N) 49.6 495 61Z IJ5 121 10 M.0 12l Ji.l I95 19B 121 ];0 I05 Y.1 411 29.r IO N1 IW N.B IW 01 100 21T 411 NO NI 1&8 IN 0.0 ]W Ulu, 11.7 .1.1 I]6 UJ N.0 ]M ]9J 84 LLB 3N 31.1 N2 26.1 >91 'O.8 U1 2;2 1.1 NO U3 '30.8 E1 228 920 tU end IAA Ut tlJ ]. i1.e ]15 111N 3BA BM ]e3 ei9 ]lA TD SJ.O 3b '11.6 ]M 28A XS NO ]T] 26.a 9A 21A ]M 9B )1B 191 We 2,9 312 1&0 9i0 18.1 ^A6 IWm ]D.1 ]R xA 2ee x&] m 960 2e1 N.i m N.6 me 1s.B ]n Iva 2]B mB 3v Re 2n EH lum 7.8 x30 I' M] gUlt l3B pnepar C.P. bf TWO Ss "Adne: 2.0 Onnnul. L. Dm.. Xaabu GAV Man ClAU Pi WtpO WW QIB'Eln In. 89 Ebb nu o,A 1/1'98 Ebn Irtuse1 MOW m2NM1 gntMri AncB1YL3p Panlms 311C M. Ntraaen IN'EIoaVMvm Nbebnl yt6-Elbb UlDatbn LIP EIm 18Bam PapWvbi Nana, AeouO eld Bnrtw {Gill 6nnw lWl 9mM{G51 E1112eYnte{Ib9 1' "i 1' YI/Y Y1I6' 1' RH2' 1' 2-1IY 3' 1118' EmLnhnW11N 1-Y9' Iy1' Unn Y "" 1-", 1-119' 1.111' L119' 191f 2' 1LB' Iva. fRe i 2MeMn BSSMIn O.C/R12v5AgY Cepe /nN. lk 960M ]6p Nt 1A®e OW Ib RW Fa 3)D IBe iBD ebb 9Hb 1101Be 321M i2a LM aeBM MI Rt 9121W 3W 9e 9 pmm�®;S Mn O.GIQIh9Aryh CBpv/{M.29 1006v 1801m 1BOMv IBMRv 2525b NORb YDlbb WA I1M W! 11BW B50N Me We 6B21bn Oa51be 11201be OM^Afe®2.i1'M1An &.G/RINSAMItG / IlMlta IINIM 09909 IINlbe 22Nb WA BIOIN WA IOSA Ib NIA 1]MN N/q IONM I]2]Pa 1&Olm FIGURE is FIFI UR 1 FIGURE3: ANGLE CLIP (FIGURER 1.3) MUST BE USED IN PAIRS. i1l�A.[31�� 1) SEE SHEET 1 FOR INSTRUCINONS ON USING THE TABLES AND SHEET 26FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) UNEAR INTERPOLATION BETWEEN MULL LENGTHS ANO/OR 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 IIOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI W1 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM G90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF Sm. ALUMINUM SMALL BE 6053.T6 AND BE A MINIMUM OF.125- THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND ."W THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST.127 THICK AND ASS. ALL ANCHORS INFO METAL SHALL EMEND AT LEAST 3 BMW TISREAD.S BEYOND THE MATERIAL. 4108 #12 ANCHORS TWO WOOD MAY BE STEEL, 1M S.S.OR 410 S.S. DR_) X MULLION _) ANCHOR CAP.o USE THIS FORMULATO OBTAIN THE-ANI: CAPACITY REOUIREO-CORRESPONOING)AN ACTUALPRESSUREREOUIREMENT FOR TT HE OPENING, WHFN R IS LOWERTHAN THEMULLION CAPACITY(MCM THE TABLE)OF THESELECTEO MULLIDW IT WILL YIELDAMINIMUM ANCHOR CAPACITY WHICH MAY RE USED T04UALIFY ADDITIONAL ANCHOR OPTIONS FROM THE MCHORCAPACfTYTABLE, 35' 30• 3.250- aSAY U LIO MULLION 6 N �nG �O gO Y dY In o 0 Z N dD: 1 V -Tp,g REVISED eunaplyfn, ^HO IM IR-Ma loo cafe ..,No. 17-D63D.01 E.pintlon Onto 0512612021 9 Morn a Product Control No. 50706 IS II - pO SATE r'SSAONaL ENAA A./L�Ni�'IitILLER, P.E. FL P.E.# 58706 Mullion CMAONV Table III OPAninB WldlN (bwnitabd-s eMIN mU00n9)Of OppnNB NaItlM1I (forlvdm3alµspelNrO mUfms) ypin An 70N xA In NM 10O1n I20N LION 1%N Rml[nlVly Loom, Tip'TAaA] bWn9 Retlaryly L®!n0 Top,,INA Imam Rrtl:;W. lua6i9 VzLeuq. lmmry RoNIwv Leadn0 Sn"TNnD Lmdma -Fx.RnPAm Loath, 1by%vq. LmSnO Ro'. er L.or, LpTNM lmMtl Reepnyiu InaSry RgNAmp, Laearq Ro.orgon Lmbne Tnp'Man9. LeaanO RSR¢romor ]^°a^0 Tlpni:n. L[minp BAY MULLff �s� f sE3 £d d°d5 dS X8e dr oR s $ 'c€dx SS SK i�od ire 8C a dK ad¢ t^ � ,., x''�e d`z5 g v dr IS c in is F 3ffi n 4M 1IOA BID 1N-0 1]5 1I0.0 l44 VIA 470 1I00 M P00 MA t]0.0 W2 110n 519 1]0.0 1110 1"0 5]I t]00 1240 1R0 521 1']O.0 HAA 1ISo 521 130.0 I1]5 1AA AA IAO] VAN OJO 91 CAN ]10.0 1W 1,10 W4 1mn no Won W IMA No 1100 AW 11AD 1133 170.0 WI 1]00 1a]5 1]0.0 AD 1]0A 1417 1m.0 W 10711637170.0 WO 140.] IA3l 1AID BAD IT1.A IW3 Ann NO 6].WSM TDO 747 mill Y3 YNA WA II0.9 9]1 1mL Inn 1700 W I160 110 1I0.0 79 170.0 IDO ITD.O 747 I]%0 1411 1111 11 141.1 On 110.D FA 1xA.1 IlE2 11DO 10 110.4 tMo WOO MS Nln 1IDA IB] 1]0.0 AI2. 110.0 YA 110.0 A% 110.0 1118 1100 151 110.0 t2D In. 803 Im,O HN IM.O U] 1553 1155 1100 A58 1]BS 14N 1100 9111 110A 1159 1700 ¢81 91.0 1155 17OD W1 60N 17DA AW I70.0 MI I10.0 1W IMO VP DAD 1240 11"'W5 I5),1 13W 1]00 BM IR.1 t]% 1M0 990 12A1 1]09 IBA, DH t00.a ill, IVA No 69.8 1. 111.1 OO 1. WA IATA An B3N HS, O3 1IDA 115 170.0 1116 90.0 A. 11129 1a1] DA' W 14- 1zO 1N5 9W IMT 1247 152A Po5 IP.0 IN1 HI] B9 95.0 1247 1%2 WA ,U 12V 135.7 On 71.3 12R 3,7 An 6 WN R0.D 9T4 110.0 189 1M.0 1111 V00 pq N54 1100 1511 Po! IN.A - 128 NS I1lA I1W 13tA 028 1WA 11W 1mA p11 9,.A 1100 1IDA WI A3 1190 1101 W ..9 11W 1151 aW T]N t¢ts 1%D 159.A ¢T 1AT INA INA o59 III, W. IV. W I%.0 t01D 11Q W9 A9d I%0 1WA Bb 555 101A %.0 A% WA I%0 W.8 m5 flA 1%0 01,8 790 50.5 In. W.i 1W MAI 1TA ADS t4]5 1@ 114.5 NO 1120 196 88.1 D% lill m1 W.9 ab 95.2 N9 i&] W9 50,$ 1]a a5] 9M 5L] 12B S1J 9W 11.1 11, 49.1 BA' 11.2 )10 120 mA 10A pp Y l8N UTA .1 InA "A IMA WI 11R! Tb we a01 MA R5 MA WI UA ll] M.A W %.A 1m MW W1 114 OW A. a01 W.I An a5.4 WI A4A W5 ]9A 111 W) 012 DAN .1 Bb A5.4 514 6L0 146 T 11 %1 59.1 NO . W 51.1 M5 341 94A 400 &A IDA W1 41A 045 1]D 9M 3A5 A15 R} Oil A9 MA 382 511 25D &, N.3 SW BAb 602 SBA M1 bA 93 5% 59.1 "0 0.1 WA 51.4 U1 128 'hJ 49.A IB) NO 568 CIA RB -A IDA Y.1 !M M.. SW 51.! DO 24.3 111 30.5 452 213 168 2A.1 Ml 108N 47.1 4. 0.9 405 ]4B 449 412 399 342 40 35A 303 2a.0 H9 31.1 3M 25.¢ 110 "1 ]82 Ile NO &.t 3T1 SAO NB 2$.l ]W 17.1 NB 214 Do IDA N9 109 ]M Hit. 41.1 !3 Z. On N.B 1. VA 37p DIA 435 326 ]m 21.A 423 $0.1 ]T N.! 1M M2 :� 211 IM NO 37 104 IN ]0.1 1LM III R5 1A.0 W 1AIn N.9 DM M0 191 M,1 MI AA 3ID 24.9 3" 25.5 Ui 2fA ]M 23.A 311 194 3M AS >0 1]B .M! 101 800 WIN M3 An A4 AD, It 253 11.1 DO Ancborta adkvT9bklfIbsl 6omA.%a alklkrc2le ]5h coot. HOI1vx G4 Flla]cMu Pi NbW -N' Anchor CAP Patterns AK1PType. LI6'EEaNN[m IH'Eko Ulne[m 5.10Ebo Npgpl L16'Ebe NnfeM 1/f Ek[UM[m 1/1'JS Eko appncBlu LIPEIee Upre[[n 1/1'66 Ek[ Apye6eM tlIOMW 6uaw IG51 e126ba1 6[A elx%n9 9uwrr Etlq oa.melLk r xnn• r z-- 3-V0' r am' r a.lrz• r stB' z U.40• Ds9' . 0E4• EmEetlmrnt111k 1J1<' I.W' 1M4' 1LP 2 IA/Y I-111' 1-lil' 1.1/4' 14/4' I -VP S t510' 1.319' 'aeea x PMln¢DA'Mln R.o.I M bs Aqb opa ITIA t3 3%0e zW bn 691a 1ZW IG 90 Rn ae01m 3N b. ILO Ib' 6141m iHll6e we151 54t me 61z IN SID IA. I ArcMn ®>9'Mirt Oe,/Rlbe Anvb PIW /61p. R3 1001p ]MNe ZZ; ]9p IN 1ROIN 3535 Et gv6e M01b WA 11x011n 1461b lBOl6e IpB]Im W315v OW IM 1NDo. 6ArcM1on ®2]I'MIa O.C/Rlhe Anpb tlL4/�D. 3k IIa01M IIxONS x50 M4 Z1401m A516¢ IUA e40 Re WA 1p5901 WA J3ZOM WA tOx21W I]II lon 1evO Re FIGURE I: M FIGUR52: FIGURED: F7 ANGLE CLIP (FIGURES 1.3) MUST BE USED IN PAIRS. TABLE NOTES 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET25 FOR INFORMATION ON LOADING. SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS, 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS MOANS OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND. MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 2123. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.. FIGURES SHOW SUGGESTED, APPROXIMATE ROLE LOCATIONS. A) SUBSTRATES: CONCRETE SIRALL CONFORM TO ACI 301 SPECIFICATIONS IIOLLOW AND GROUT-FILLm CONCRETE BLOCK UNIT(CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH MSG OF 0.65. ALUMINUM SHALL BE 6063dTS MD BEA MINIMUM OF.12F THICK. STEEL STUDS TO BEA MINIMUM GRADE 33 AND.OW THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT HE T.I2F THICK AND A36. ALL ANCHORS INTO METAL SHALL EMEND AT IFAST3 SCREW THREADS BEYOND THE MATERIAL. #10 5 #12 ANCHORS INTO WOOD MAYBE STEEL, TM B.S.OR 410 S.S. ACTUAL PRESSURE OPENING. WHEN IT IS CAP_ PRODUCT REVISED euo PIyIn0 wIAh Ibe Florid. balnA C9do NOA-No. 17-0630.01 NOW.Uon SAW 05/26/2021 } No. 58205 TATE F (U�` FL 1 1 1.000' 1+1.000"-1 F-1.250'-1 a n --� 1DW" ,000' i- IIII .125' .1R5' .1R5' r gy 2.750' 2750"al' 25' 3.125' 3.100' .125' F li .125' 2000' 2.000• 2.116' N .26Y W .126' L 3IS 375' 5pp• S-7 I .Do, 1'%2'%.125'MULILAN 1•%2'%.95'MULLION 1'%2J6'%.3i6'MULLION V X 2.T5' X 550' MULLION 1'X3.12SX5'MULLION ,25X3.188'X36SMULLION 1.26'X2.11'X.125-MULUON N 6063TB PLUM. 600116 ALUM. 6063-TB ALUM. GDESTS ALUM. !W&76 ALUM. SXI}TBALUM. 6063-TB ALUM %SECTION XECTION XSECTION X-SECTION X-SECTION XSECPON %-SECTION 0 m .375" MIN. .375' ft--.125 {-� j--.126' r- h A25' 6TANDAROCLIP 2XS ANOLE CLIP aw3_T6ALUM. 2121. 6061T6 ALUM. 2.000' %SECTION U-0LIP 2A00' %SECTION L 1 I 6003T8 PLUM. 125' Aw Ir %SECTION --i .740' F- CUTHERETO I ,> CPEATEFLCUP.3EE FMIN. DETNL F. S 30-MIN. r-_--___ I A TOMA A I U-0LIP L______ 00UM. TOPVIEW STANDAROCLIP "'IT.ALUM. CENTER OF ANCHOR HOLF. MUST LIE TOPMM .375' MIN. I I I B i i OFFSETCLIP 6WXT6 ALUM. TOPMEMI ZNTEROE ANCHOR LE MUST LIETHIN THE GASHED BOUNDARY.SEE SHEET55-17FCRTHE ANCHORO.C. DISTANCE MAXIMUM ANCHOR HONE DIAMETER: ANCHOR DIAMETER t 1MV.. TABLE B l .W6'MIN. F� ECLIP 2iou,"a LUM. 6063d8 ALUM. ov Ew CENTER OF ANCHOR SEEHOLEMUSTLIESFOR THE pA5NE00pUNDART:6EE SHEETS 6-18 FORTHE ANCHOR O C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER- VW'. Will DlmenNon (sbeet/) PGT Part# Mulllon 61d Clip O6s6t Cllp UCllp Angle Clip 1"X2'X.125'(5) 66605 6fifi113M 6661116M 666249M 566511M 1'X2"X.375'(6) 666W6 1 SODIUM 16661119M bM244M BE6512M 1'X275"X.375"(7) 66607 666115M 6NI120M 666245M 665513M 1'X2.75'X.65D"(B) 66MB 6M116M 6661121M 666246M M514M 1"%3.125'X.MO'(8) SC637M 6061116M M61114M M6242M 666515M 1.25'X3.186"X.26G'(t2) 66641M 6661117M 6661113M 666241M 66M16M 1.26"X2.11"X.125"(18) SE70 WA WA WA 656517M NOTES: 1) HOLES TO BE DRILLED IN THE FIELD FOLLOVANG DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 2) SEE SHEETS 5-9. t2610 FOR SUGGESTED. APPROXIMATE HOLE LOCATIONS 6 ANCHOR O.C. DISTANCE. 3) SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. TARI P A Dimendon Value Qn) For Mulllon: A 1.625 P X2• X.125" Aluminum Tube Mulllon D 1.654 C OBBS D 0.740 A 1.12ii 1" X2 %.375' Aluminum Tube MNlion B 2404 C D.E35 D 0.490 A 1.875 pX2TS`% 375 AluminuTube Mulllo P X275" X BM• Aluminum Tube MulionO7 J0 6 1" X3.125' x .507 Alum Tube Mull1 3 A 2.826 1.25'X3.1W X.205' Alum Tube Moll B 3.262 C O.B62 0 1 762 A 1.813 1.26' X2.11' x ,121'Alum Tuba Mull PRODUCT REVISED aan ftlnB rM wlt6 the Floe NOA` NBat OA-No. 17-0630.01 Expiration Bale 05126/2021 *. No. 59705 126'X12WX.100' 1.26•X3.2r)(.024• MULLION MULLION Sol ALUM. BDOST5ALUM X-SECTION XSECION �I .125' STANNWOCMP 2625" 2.000° 6083-TB ALUM %SECTIONTION 125" P%4'%.3]5' 'r-MULLION BOWT6 ALUM. %SECTION .250 [ m 394' low Limb 4' -1 .620" H- 1.28'%3.94-X.62V MULLION 5OWT6 ALUM. X-SECTICN ]40'• I 2.126' UCBP B063 TO ALUM %6ECTION ,25"r 2.000'L-n 25 MUSTLIE WRHIN THE .375• 3.125'--� CREATE F-CLIp, SEE .3]b' MIN, DETAILSSHEET4 f= 3T5" I 1 I I ANCHOR HOLE 125' .3T5" MIN. I I I I 1 I I I I I I I I I I F 1 I I I 1 1 I I I F 1 1 I I I 1 I I I 1 1 I I _L J I L_ J E ` 3TANDARGCUP U-CLIP CENTER OF ANCHOR HOLE MUST LIE ONOI ALUM. 50B&T6ALUM. WRHINTHECASHEDBOUNDARY. SellTOPVIEW TUPVIEW SHEETS 10.17 FOR THE ANCHOR DC. TABLE C DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER" 1N6'. 3.290" 1 / �. 45'SAY MULLION50• i ]O'BSEC,OOAY ION 600]-TBALUM. 60B1TB ALUM. 1 %-SECTION X.3ECTION I mr-j NOTES: 1) HOLES TO RE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 2) SEE SHEETS 10. 11, 13-15, 19 S 20 FOR SUGGESTED. APPROXIMATE HOLE LOCATIONS. 3) SEE SHEETS 2.4 FOR GENERAL INSTALLATXNI METHODS. I 1 I I 1 I H I I 1 1 1 1 I � p OFFSETCUP OO61T6ALUM. OPVIEW ANCHORHOLE DIAMETER: ANCHOR DIAMETER +IUW. TARI F C. CONT. Olmenden V.I.$Qn) Far Mulilen: 0lmenelon .) F.1M0lllom F G 3.6B] Two 1" 4' .120, N.I. T I Mulllan F G 135 3.5° XXW Almnllam Tube Mulllan H 1 2.BOD 6000 H 1 F 1187 1°74'X W. Alulpinum Tube B°T' F O LOVX3.94" X.624" Alwnlnum 23.26D�, Tube MunlonF G I 0.157 2.430 3.0S0 H I 2.250 1.2W X3.25' X.low Aluminum Tube Mohler F WEI MullO H 1 0T50 1,50) 3250 F 45-B4 Mull a i� 2X6 ANGLE CLIP b'Q yQ ....To ALUM. §�?K TOPVIEW a & d PRODUCT REVISED' as cam I In Wlth Me Florida ammma fed NOA-N.. 1T-0630.01 M.11 D.. N.p (Weal O) POI Mulilon SM. clip off"IMIP1 UCIIP &ale Clip 1'X4'%.PW00) 633" W6111M 8681123M 600241M M518M 1-X4'X.3T5'(11) 1606112M 666H23M 686342M 66S610M V XV X.BTT T Ul) IW X3.25• X.10P N3I 136°X3.WX.MV(14) 65653 20101420312 20131=316 B8SI12M 6001DUM MINCBM 6681129M 6001125M 800242M 0662411M 665518M B605115M NORIOM 1.26'X3X4'X.624'H5) '10102 5661117M B6BIIIBM 66B3tlM 8(551IM 30Up,R.R) 68649 WA WA WA 6065110M 45 De0ree (20 eBeSD WA WA WA 631 M is a tf 3 � \11\IIIII I// g P: D .....GX S,/O IN1AL e U A. LYNNN VIER, P.E. D FL P.E.# 58705 Moll DIDUA..n (e "R) PDT P.A4 Mulllon I Sib. Clip UZI An016 Clip R' %4• %.25 (18j B6602 666261M 666271M I6665112M 12"XVX.2S(17)l 6E804 66B26RM KU72M I 6665111M 6TAN %up %SECTION NOTES: I 1) HOLESTO BE DRILLED IN THE FIELD FOLLOWING .125 DIMENSIONAL RESTRICTIONS GISEN ONTHIS SHEET. 2) SEE SHEETS 16-17 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS, 1.480' 3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 5.500' CUTHERETO 3.60W CREATEF-CLIP, z000' ITN r[ SEE DETAL F. .3]S F-6HEETT MIN. 4.OW• moll VXCX25' MULLION .250•666}T6 uALUM. %SECTION r—zo6D�—{ 2-X 6'X25 MILLION 6661T6ALUM. X SECTION 4— r_______ I i I ___i ------------ I I I I j I I I 6• I L_ STANDARD CLN ENTEROFANCHORHOLEMUSTUE 606YT6 ALUM CW Z. HIIN THEWSHED BOUNDARY. SEE TOPVIEW 6HEET518-17FOR THE PNCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER lWCHOR OUMETFA IM6 5.500 CUf HERETO 3.500'� CREATE fLLIP. 71. MIN E _SEEDETALF, 'MIN: rL— I I I I I I I j j I I I j I I I I I I I I I I I I I i I I I I I I 5.4 I STANDAR000P 6CG3T6ALUM. TOPMEN L USUP —TS ALUM. z 25' X-SECTION Lr.i25• VAXIMUMANCHORHOLE ANCHOR DIAMETER - 1I16'. LLCLIP 6063-TMUM. USED FOR 2-X 6' MULLION SHEET 7 TOPVIEW e 6�� MANI GI oY 0UM. 2000' %-SECTION N L .125'to �m O to o N J �Gn � 5.000' a]S i6 W U a 2X5 MOLE CLIP CENTER OF ANCHOR HOLE MUST LIE 606aT6 ALUM. WRHINTHE DASHED BOUNDARY.SEE TOPAEN SHEETS W7FORTHEANCHOR0.0 DISTANCE MAXIMUMANCHOR HOLE DIAMETER: ANCMDR DIAMETER � 1116'. 5.000- .375- MIN. I I I I I I I I I I I I I I I I I I I I 4 -I 6.436' I I I I 1 I 1 I 1 1 I I 1 MIN. MIN. 2RSANGLECUP 666}76ALVV. TOPYEW S W O O F j 3 N PRODUCT REVISED plyang with the FI.,W eaneame Cotla NDA-Ne. 17-0630,01 EXPirelfon Dam 5/26Y1021 a mlamWoevrP uc on ro No. 56705 1F — ;T O 1T:'k/� �RORIDP,:' NG�� >NAL EN�'•�• REN {J58705 P.E.N FXAMPM U SINGLE VERTICAL MULLION EXAMPLE 2: MULTIPLE MULLIONS LENNM Its `5FE 5 DETNUO. WENING 6HEEi6:d // // a. ..A.' SHEETS 2J THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES. THE WINDOW FRAME DEPTH IS 2-114-. THE OPENNO REQUIRES ADESIGN PRESSURE OF+60.014i0A PSF. 1) INITIALLYASSUMING THAT A V WIDE MULLION IS SUITABLE,WE MVLLION LENGTH IS 727 AND THE OPENING WIDTH IS 3T+32+1--OW. REFERENCING SHEET 25, THE COLUMN USING RECTANGULAR LOADING MUST BE USED. SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OP2-fl4'AND WILL MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF-M.01-60.0 PSF. IF THE TABLE DOES NOT SHOW THE EXACT S2E, USE THE NEXT LARGER SIZE AVAILABLE FROM TABLE 3A, SHEET 7, THE 1'X 2.7F X.375' MULLION LENGTH -7T,, OPENING WIDTH -701 MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS+A6B.3 PSF AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. FROM TABLE 4A, SHEET B.ME 1"X 2.75- X BGV MULLION "NOW =T2'. OPENING WIDTH -701 HAS DESIGN PRESSURE OF+I-]2.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION: NOTE ME ANCHOR CAPACITY REQUIRED OF 636 LOS. 2) USE TABLE 48 TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE, DOW THE STANDARD CLIP WITH (4)012 ANCHORS AND THE 2X8 ANGLE CLIPS WITH (4)412 ANCHORS HAVE A CAPACITY OF 685 LBS. THOUGH EITHER ONE COULD BE DECO. THE STANDARD CLIP IS EASIER TO INSTALL, 3) VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATON PRODUCTS, YOU - APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE DOW THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. IN THIS EXAMPLE, THE DESIGN PRESSURE REQUIRED WAS -MK)X PSF. THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE R) PSF WITH AN ANCHOR CAPACITY OF 036 LBS. ALTERNATIVELY, THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED Poll ME EXACT DESIGN PRESSURE OF PSF: (6D PSF)X(636LBS )-6249LB9 (MAYBE USED TO QUALIFY#1)STEFi SCREWSFROM TABLEdB) 2.] PSF THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMSS AND USES A CONCRETE HEADER AND SILL THE WINDOW FRAME DEPTH IS 231S'. THE OPENING REQUIRES A I— SC DESIGN PRESSURE OF *50.W-65.0 PSF.L FOR THE VERTICAL MULLION: N 1) INITIALLY ASSUMING THAT A 1- WIDE MULLION IS SUITABLE, THE MULLION LENGTH IS 32'W211'-105' AND THE OPENING WIDTH IS 36'+3FN'-737. REFERENCING SHEET 25, THE COLUMN USING RECTANGULAR LOADING SHALL BE USED. SCAN THE MULUON TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-LB"AMID WILL MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF*50.01-55BPSF. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT URGER SIZE AVAILABLE. oY o` y ROM TABLE SHEET ],TE 1'X275MULLION (LENGTH =tOB'. OPENING WIDTH =60') MEETS THE DEPTH REQUIRED, HOWEVERTHEDESIGN PRESSURE IS*Ft51 PSF W D of W a AND WOULD NOT BE SUITABLE FORTI11SAPPLICATION. H W FROM TABLE I2A SHEET 16, THE 2-X4-X.250" MULLION (LENGTH =108",OPENING WIDTH -OF) HAS A DESIGN PRESSURE OF+14AY PSF WHICH EXCEEDS ME REQUIREMENTS Z N 0 a %'O FOR THE OPENING AND MAY BE USED IN THIS APPLICATION,NOTEWEANCHOR CAPACITY REWIRED OF 971 LRS. �B rL BECAUSEITIS NOWKNOWNTHATTHE MULUONWILLADD2'1POTHEWIDTH OFTHE MULLED UNIT,THEADJUSTED OPENINGWIDTH ISOT'36-+2=74", NOT73'ASPR5MOUSLY ASSUMED.VERIFYTHAT THE DESIGN PRESSURE IS STLL APPLICABLE FOR THE ADJUSTED OPENING.ALTERNATIVELY.THE WINDOWWIOTHS MAY BE REDUCED TO MAINTAN UCT REVISED THE 73" DIMENSION (35-12'+35.12'+2'-]3") asplYYing with the ilerltla Cotle 2) USE TABLE 123 TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE. IN THIS EXAMPLE, ASSUME THE POURED No. 77-0630.07 F CONCRETE HEADERAND SILL MEW WIDE. IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8'. CARE MUST BETAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE. USING THE STANDARD CLIP WTW(6)3116' ULTRACON ANCHORSATAN EDGE DISTANCEOF 2-lAFEVES AN ANCHOR CAPACITY OF l050 LBS WHICH IS GREATER, on Dote 05/26/2021 THEREFORE SUITABLE. FOR THE REWIRED ANCHOR CAPACITY OF FI LBS. FOR THE HORZONTAL MULLIONS: w o u mlam ae r e con A BECAUSE THE VERTICAL MULL WILL BE A T X 4" X.250" MULLION IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS, ALTERNATIVELY, ANOTHER MULLION TYPE GOULD BE CHOSEN. - yr 1) THE MULLION LENGTH IS 33- AND THE OPENING HEIGHT IS 3217212'=106'. REFERENCING SHEET 26. THE COLUMN USING WME201DN-URIANGUUR LOADING MAY BE l34 USED. ROM TABLE I2A. SHEET 16, THE 2" X4" X.250- MULLION (Q LENGTH =42', OPENING HEIGHT -120H HAS ADESIGN PRESSURE OF H4 mB PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPUCATION. NOTE THE ANCHOR CAPACITY REWIRED OF 621 LBS. 2) USE TABLE I2B TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR WE CUB SUBSTRATE. IN THIS EXAMPLE, ASSUME THE CMU JAMES ARE B' 0. " WIDE. IF THE MULLION CUP WERE TO BE CENTERED WITHIN THE V. CARE MUST BE TAKEN TO MAINTAIN ME FASTENER'S EDGE DISTANCE. USING ME 2X5 ANGLE CUPS WITH (4)W16' ULTRACQN ANCHORS AT AN EDGE DISTANCE OF I" GIVES AN ANCHOR CAPACITY OF MO MS WHICH IS GREATER, AND THEREFORE SUITABLE, FOR WE REQUIRED H 1t 111 t1 ANCHOR CAPACITY OF 521 LSS. aotJY LYNN,y;'o,� ��•'.1.t0ENgE';XI� 4)FOR ME V-CLIP IN ME HORIZONTAL MULLION TO VERTICAL MIUSE THE SAME ANCHOR CAPACITY OF 521 LBS. TABLE In FOR THE U-CUP SHOWS THE ANCHOR CAPACITY IS 1074 LBS WHEN USING 3 ANCHORS. WHICH IS GREATER, AND THEREFORE SUITABLE,FORTHE REQUIRED ANCHOR CAPACITYREQUIREMENT OF 521 LBS.THE o � ANCHOR TYPE IS A#12 STEEL SCREW. ��.k .' No. 5871S- FROM THE ABOVE STEPS, OUR MULUON DESIGN PRESSURE IS +1-D1.7 POP FROM THE VERTICAL MULLION; ♦IA70.0 PSF FROM THE 3V HORIZONTAL MULLION ATTACHING TO CURB: �� ® SATE F "04v +1.170.0 PSF FROM ME 3W HORIZONTAL MULLION ATTACHING TO THE VERTCAL MULUON(INTERSECTION) DESIGN PRESSURE IS+M4.i PSF AND WOULD APPLY TO ALL Of ME MULLIONS. ,0'- F= ��FS'+(°ZORID?.:'G��` THE LOWEST VERIFY THE DESIGN PRESSURE OF WE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM THE LOWER DESIGN PRESSURE, OF MULLIONS OR PENESIRATION MULLION ME PRODUCT BE INSTALLEBIN ",,70NAL WILL APPLY TO THE OVERALL PRESSURE REQUIRES THAT THE BOTH ME AND BLY. FINAL RESPECTIVE p.E. y gLTIvNE.ft GL� ARODUCTS, SUBSIGN CCOROANEWITH THE INSTALLATION SPECIFICATIONS IWO TRATESANG FENESTRATIONRODUOTSTO MULLION. FL P.E.# 587D5 FL 5870 EXAMPLES OF RELTANGUTAR LOADING: i FW I im /��/% LOADINGOFVERTICN.MUWON LOADINGOFVERRCALMUWON SILLOFWINOOWBNI WITH INTERGECRNG HORZONTPL NNLLIONS I i��9fffff�f/f/� �T �� ffffffi,"%fffff�ii EXAMPLES OF T RAPEZOIDAURNW GULPR LOAOI NG, LOADING OFVERTICAL MULLION LOADING OF HORIZONTAL MULLION 1 A SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING VERTICAL MILLION I PW PW 1 I _ I LOADING OF HORRONTAL MULLIONS I— �I ., 0 r= 6�O=1_IJ [Poo A yN qN dV t rLL Z o= W LOADING OF VERTICALMUWON ?. � NP, ^Q w 5 z LOADING OF HORQOMPL MULLION Z N050 PW n u Pw _- 0 Y Y . � Z O O a5 O o SHAH . < Y o I� PRODUCT REVISED Plying Im a. Fled. 6oiI .cote niz,. 17-0630.01 HIS EaFtralloo Daeo 05R612021 LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL My I MDWON I A n p o m uu on m PW NOTES: PW I j 1)DRAWINGS ARE I RERESENTATONSOFTWICAL '1 PW CONFIGURATONS. CONFIGURNDONSNOTS110" MAY BE EMRAROIATED FROM � � � - THOSEGNOWN. PW BE DETE INED.GTYPE CANNOT PW USE RECTANGAIAR LOADING. 3) SEE PRODUCTS' APPROVAL FOR I / AORIALANCHORLOCATION9. " ,.� UHY LYNX �:, `: P2�:'IICENSE y�C��P i %-.' No. SBTOS - LOADING OF WR`DGAL MULLION LOADING OFWMICALMULLION <0_ PAN ELOFHINGEDDOORISNOTCAPMREDORANCHOREO YATHINTERSECTINGHORQONTALMULLIONS SGD / , 0,•' ADINGOF%SWICAL WON n Al LOADING OF HORIZONTAL. ATLFL P.1P.EMMIEAER, P.E. MULLION FL M# 58705 SCANNED BY VIIAMI�MDADESt. Lucie County MIAMI�DADE MIAMI-DADE COUNTY 6 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) �.miamidade.zov/economv PGTTechnolegyDr Inc. FILE ®1v 1070 Technology Drive North Venice, FL 34275 p r� SCOPE: jC-72w...\"ram- This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "SH-600" Aluminum Single Hung Window - N.I. APPROVAL DOCUMENT: 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., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: None. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state; series, and following statement: ":Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and toliowed by the expira on date may be di —splayed di—splayedin a ve ismg literature. If any portion of the Ai — 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 No. 17-0630.07 MIAMIoAOE eouw'n' - �� zpiration Date: January 26, 2021 ° �� j Approval Date: November 302017 , , Paa PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBNHTTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA'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. 2. 3. 4. 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® NXTTM spacer system and XL Edgerly' spacer system at insulated glass, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11116/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E. (Submitted underpreviousNOA #16-0714.05) Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 along with marked -up drawings and installation diagram of Pro -view aluminum single hung whritegral fin (3/16" temp), prepared by Fenestration Testing Laboratory, Test Report No. FTL-4886, dated 03/16/06, signed and sealed by Eduardo Largaespada, P.E. (Submitted under NOA #06-1211.07) 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) 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 window (3/16" arm. IG), prepared by Fenestration Testing Laboratory, Test Report No. FTL-4658, dated 07/15/05, signed and sealed by Eduardo Largaespada, P.E. (Submitted under NOA#05-092 8.03) - Manuel P ez, P.E. Product Control iner 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" ann. IG), prepared by Fenestration Testing Laboratory, Test Report No. FTL-4657, dated 07/08/05, signed and sealed by Eduardo Largaespada, P.E. (Submitted under 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 905-0105.01) 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 under NOA #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 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) Manuel Pe z, E. Product Control xa iner NOA No. I - 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 6t° 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 6' 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 under previous NO-4 No. 16-0714.05) 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/I6 and expiring on 01/26/21. Manue P e .E. Product Contro Exa finer NOA No. 30.07 Expiration Date: January 26, 2021 Approval Date: November 30, 2017 E-3 1. GLAZING OPTIONS: (SEE DETAILS 011 SHEET 2) A. 3/16"ANNEALED GLASS S. 3/16' TEMPERED GLASS C. 1/4' ANNEALED GLASS �.. D. 1/4' TEMPERED GLASS E. 13I16" I.G., 1/8"ANNEALED OUTS ARD, AIR SPACE, 1/W ANNEALED INBOARD F. 13/16' I.G., 118"TEMPERED OUTB D. AIR SPACE, II8"TEMPERED INBOARD G. 13/16'I.G., 3116- ANNEALED OUT 3OARD. AIR SPACE, 3116- ANNEALED INBOARD H. 13/16-I.G., 3116- TEMPERED OUIT CARD, AIR SPACE, 3/16'TEMPERED INBOARD L13/16- I.G., 3116' ANNEALED CUTS DARD. AIR SPACE, 1/8' ANNEALED INBOARD J. 13116" I.G., 3116- TEMPERED CLUB DARD, AIR SPACE. 1/6'TEMPERED INBOARD 2. CONFIGURATIONS: "OX" (1/1. VIEW ND RADIUS TOP, ALL W/ LOW OR HIGH SILL OPTION) 3. DESIGN PRESSURES: SEE TABLES THROUGH 3, SHEETS 3 THROUGH 5. A. NEGATIVE DESIGN LOADS SAS ED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. B. POSITIVE DESIGN LOADS BAS EC ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. C. DESIGN PRESSURES UNDER 4D I ISF ARE NOT APPLICABLE IN MIAMI-DADE COUNTY, D. DESIGN LOADS ARE BASED ON LLOWASLE STRESS DESIGN, ARM 4. ANCHORAGE: THE 33113%STRESS NCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT, SEE SHEETS 10 THROUGH 14 FOR ANCHORAGE DETAILS, S. MIAMI-DAVE COUNTY APPROVED SI IUTTERS ARE REQUIRED IN MIAMI-DADE AND WHERE IMPACT RESISTANCE IS REQUIRED, 6. FRAME AND PANEL CORNERS SEAL D WITH NARROW JOINT SEALANT OR GASKET. 7. REFERENCES: TEST REPORTS FTL 4653. FTL-4654. FTI- 4655, FTL-4656. FTL-4657. FTL-4658, FTL-4686 AND FTL4959. ANSI/AFBPA NOS PC R WOOD CONSTRUCTION ALUMINUM DESIGN I AANUAL 8. SERIESIMODEL DESIGNATION SH60 . ALSO REFERRED TO AS SH701. 9. THIS PRODUCT HAS BEEN DESIGNF D 8 TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). Meledel Min. Fy Min. F,, Steel Screw 92 w 120 ksi EIO UUllmC nO 155 1,51 177 Set 410 SS Elco CreleFlex6 727.4 ksl 109.7 k51 6063-75 Aluminum 16 ksi 22 ksl A36 Steel-_36ksl 58ksl GT33 SIeeI Stud 33 ksi 45 ksl CERT. OF ALIM, 929295 6H400 I NTS I 1 + 14 CODES I STANDARDS USED: •2017 FLORIDA BUILDING CODE (FBO). 6TH EDITION •2014 FLORIDA BUILDING CODE TBC). 6TH EDITION •ASTM El30001 �ANSIIAP&PA NDS-2015 FOR WOOD CONSTRUCTION 'ALUMINUM DESIGN MANUAL. ACM 2016 •AISI S100-12 •AISC 3F. 10 4032-20 NOA DRAWING MAP SHEET GENERAL NOTES...:.........1 GLAZING DETAILS............2 DESIGN PRESSURES....... 3-5 ELEVATIONS ..................... 0 VERT. SECTIONS ............. 7 HORIZ. SECTIONS............ 7 PARTS LIST ....................... B CORNER DETAIL .............. 9 EXTRUSIONS........ :...... ..... 0,9 ANCHORAGE... _............... 10-14 (Nv LYf4A, -1 * No. "yes �'rS7ONAL ENCf�� A.L NN MII-WI, P.E. iRGICZl/ 80 OR 81 1 OR 47 71-74 86 THRU 9 1 OR 47 In NOM. 39 OR 41 GLASS BITE 82 OR ANNEALED OR TEMPERED GLASS we NOM. GLASS BITE EXTERIOR INTERIOR (ALL SECTIONS) 1m"NOM. GLASS BITE OaaorlpllaR Mekrial Kom 10,45G TP6 spacer Syelem see lbla M74 DUceAY Super Spacers TwMHoIMell Bulyl 6Awl br Oeegev Ddodd-1 5pacer Maledale CedInel R Edpe Spacer REFERENCE TE51 ntvV n i 5:1 i 1-1 i,, auoo a m1" 1-114" ANNEALED OR TEMPERED GLASS 1/4" MONOLITHIC GLASS SILICONE HOT -MELT BUTYL STRUCTURAL SILICONE 3/16'NOM. STRUCTURAL N4'NO. . FOAM JLYISOBUTYLENE - WITH WITH DESICCANT DESICCANT .aT A,A',_ EXT. GLASS U/ DINT. CLASS KODISPACE SUPER TI 4SG TPS. 1z SPACER@NXT'" ALUMINUM EINFORCEMENT pOLY15fNT FILL AREA DUTYLEPRODUCFR6V13ED mTJYinB wIU IM FhaNa SE5116'NON. M NOW LICONE SEAL DuRdiog Code •0 D,21 RUTROLL-FORMEcc;Ml^o�tib DESICSTAINLESS STEE h DEXT. GLAS Nlimr padeProductCa OR 3116" ANNEALED OR TEMPERED GLASS E T. GLASS III,SPACEOp1.- -- N,H/OR 3116" ANNEALED OR TEMPERED GLASS INT. GLASS LASS ��,.'L6ENgf"Z( a P`.Fgf, D GLASS DURASEAL@ XL EDGE'" : * ! No..58705 a OSPACER SPACER I O,OTECNNOWGV GPNE N. vENIGE, FL6dns GLAZING DETAILS nTE F'�'4'' � � ' ��`SS/ONAL rae ALUM. SINGLE HUNG WINDOW, NON -IMPACT IBa1I4Ba-1BOo CET. OF AUTH 112 2 U. ECG`?`` A LVNuIUILL�l�` P.E. vmwoo`s+nis.wo. sNe6G FUII 2 ^74 4032-0 G FL P.E.H 58705 TABLET FLANGE TIP -TO -TIP DIM. (INTEGRAL FIN WINDOWS Wl SAME DLO ARE 1" SMALLER) DESIGN PRESSURES BASED ON 111 FLANGE OR INTEGRAL FIN WINDOWS EQUIPPED W/ HIGH SILL OPTION WINDOW HEIGHT WINDOW 60618" MI.72" 44" 76" WIDTH GLASS TYPE 26" 38318'• 44" +78.5 -7&6 +75.7 -75:7 +73.0 -73.0 A,C,E,I +80.0 -1 0.0 +80.0 -120.0 +80.0 -720.0 +80.0 -120.0 +80.0 -94.6 G +BO.0 -1 0.0 +60,0 -120.0 +00.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80,0 -114.2 +80.0 .110.1 .80,0 -106,2 19118" 0.0 +80.0 -120.0 +60.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +60,0 -120.0 +80.0 -119,5 B,D,F,H,J a60.0 -t +80,0 -120.0 +80.0 -B4.9 +68,9 68,9 +88,2 68.2 +63.6 -63.8 A,C,E,I +80.0 A 0.0 +80,0 -120.0 +60.0 .120.0 24" G +B0.0 -1 0,0 +80.0 -120.0 +610 A20,0 +80.0 -1200 +80.0 -120.0 +60,0 -100,3 +80.0 +80.0 -92.6 B,D,F,H,J +80.0 -1 0.0 +80.0 -120.0 +80.0 -t20.0 +80,0 -120.0 +80.0 -1200 *80.0 -112.8 +80.0 -108.3 «60.0 -104.1 A,C,E,I +80.0 -1 0.0 +80.0 -100.0 +80.0 -120,0 +80.0 -120.0 +80.0 60.0 +62.0 62.0 +69J -58.1 +56.4 -SBA G +80.0 -1 0.0 +80.0 -120.0 +00.0 -120,0 +80.0 -120.0 +80.0 -116.4 +80.0 -90,3 +80.0 -88.0 «60.0 62.0 32" B,D,F,H,J +80.0 -1 0.0 +80.0 -120,0 +80.0 -120.0 +60.0 .120.0 +80.0 .120.0 +80,0 -101.5 +80.0 -90.7 +80.0 -923 A +00.0 -1 0.0 +60.0 -120.0 0 +60[12 A20,0 +80.0 -105.0 +80.0 60.0 +81.3 61,3 +58.0 -56.0 +55.0 -55,0 B,D,F,H,J +80.0 -1 AS +80.0 -120,0 -120,0 +80.0. -120.0 +80,0 -120,0 +SD.0 .1003 +80.0 -94,9 +80.0 -90.1 37" G «80.0 -120.0 +60.0 -120.0 -120.0 +80.0 -020.0 +60.0 -116.4 +80.0 -89A +80,0 -Bd.q +80.0 -80.1 C,E, «BO.o - 20.0 +80.0 -120.0 -120.0 +6D,D -115 0 +80.0 -60.0 a61.3 61.3 +58.0 -58.0 «55.0 -55.0 A +60.0 - 20.0 +80.0 -120.0 -111.8 +80.0 -91.6 +80.0 -80.0 +61.3 613 +56.0 -58,0 +55.0 -55.0 B, D, F, H,J +60.0 -20.0 +600 -120.0 -120.0 +SOD -120.0 +80.0 -120.0 +80.0 -100.3 +80.0 -94.9 +80.0 -900 40" G +80.0 - 20.0 +B0.0 420.0 -720.0 +80.0 -120.0 +80.0 -116.4 +80.0 -89.1 +80.0 -84.4 +80.0 C,E, 1 +81 - 20.0 +80.0 -113.0 -107.0 +80.0 -103.0 +80.0 -80.0 +61.3 61.3 a58.0 -58.0 «55.0 -55.0 20.0 +80.0 -106.0 -85.8 +80.0 -85.6 +76.4 -76.4 +61.3 61.3 +58D -5&O +55,0 -55,0 q B,D,F,H,J +B0.0 +80.0 - - 20,0 +80.0 -120.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -700.3 +80.0 -94.9 +B0.0 -90.0 G +80,0 - 20.0 +80.0 -120.00 -120,0 +B0.0 -1200 +80.0 -116.4 +80.0 -BB.1 +80.0 -84.4 +55.0 -550 E.1+8 00 -200 a800 -104,00 -93.8 «00.0 -89.9 +80,0 .80.0 +61.3 -61.3 +58.0 -68.0 +55.0 -55.0 +80.0 - 20,0 +Bo.0 -9S8 +B0.0 -87.6 +78.1 -71.0 +68.1 68.3 +61.3 61.3 +58.0 -50.0 +55.0 -55.0 A B,D,F,H,J +80.0 - 2O,a +80.0 -t 20.0 +60.0 -.8_. +80.0 .120.0 +80,0 -114.9 +80.0 -100.3 +80.0 -B4.9 +60.0 -90.0 48'• 20.0 +BO.0 -120.0 +80.0 -120,0 +80.0 -178.0 .00.0 -102.1 +B0.0 -89.1 +80.0 -844 +80.0 -80,0 G QE, I +00.0 +80,0 - - 20.0 +60.0 -94.8 +80.0 -83.7 +79.7 -]9.] +70.2 -70.2 +61,3 61.3 +58.0 -58.0 +55.0 -5&0 IT7 +60,0 -85A +77.0 -77.0 «69.6 68.6 +69.5 -59.5 +58.4 -56.4 +55.7 -55:7 +55.0 -55.0 A +80.0 - +80.0 -120.0 +80.0 -120.0 +60.0 -113.9 +60.0 -99.1 +80.0 -B23 +80.0 -91.1 *80.0 -90.0 631/B" B,D,F, H,J +eo.o 20.0 +B0.0 -101,3 +80.0 -SB.1 +000 -82.0 +80.0 -81.0 +60.0 -80.0 G +80.0 20,0 +80.0 -120.0 +80.0 -111.9 SOS +56.4 -56,4 +55.7 -55.7 +55.0 -55.0 C,E, 1 +80.0 17.7 +00.0 -85.4 +73.9 -73.9 +69.6 69.6 +60.6 GLASS TYPES: L 13/16" I.G., 3116" ANNEALED, AIR SPACE, 1/6' ANNEAL A. 3116" ANNEALED E. 13116" I. „ 1/6" ANNEALED, AIR SPACE, 1/6' ANNEALED TEMPERED, AIR SPACE, 116" TEMPERED B. 3116!'TEMPERED F. 13tlW I. 3.. 116" TEMPERED, AIR SPACE, 1187 TEMPERED 1 13116" I.G., 3116" C. 1W ANNEALED G, 13116" 1 G., 3116' ANNEALED, AIR SPACE, 3/16" ANNEALED D. 1/4" TEMPERED H, 13116' I G., 3116'TEMPERED, AIR SPACE, 311 WTEMPERED 010TEENICE, 34275 N. VENICE, FL 3�]i3 Pal aeoiwa CERT, OF AM.IM95 SHOO I NTS 1 3 • 14 _ 1_-__4032-20-20 LOW SILL OPTION WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A POSITIVE DESIGN PRESSURE OF a94.0 PSF OR LOWER AS SHOWN IN THE TABLE. NEGATIVE DESIGN PRESSURES ARE UNEFFECTED. REFER TO ANCHOR QUANTITY TABLES 5-6 FOR ADDITIONAL DP LIMITATIONS, ne0DUCru'VESED nmR,m, wllh4 FI . &ildine Cnde - - * N., 58705 o %AO '�. 5 ATE F �� T �` "',,'ON 0 . A. LYNN MILER. F.E. )ESIGN PRESSURES BASED N FLANGE TIP -TO -TIP DIM. (INTEGRAL FIN WINDOWS WI SAME DLO ARE 1" SMALLER) TABLE 3. FLANGE WINDOWS WI HIGH SILL OPTION (WINDOW HT. MINUS SASH HT.) :USTOM VIEW FLANGE, INTEGRAL FIN AND RADUS TOP WINDOW HEIGHT MINUS SASH HEIGHT (76" MAX. HT. FLANGED AND 75" MAX. HT. INTEGRAL FIN) WINDOW 171/ 2211116 28 3/16 33314 39 5116 4413116 50318 5516116 WIDTH GLASS TYPE A,C,E,I +80.0 - 20.0 +80.0 -120.0k+80.0.120.00.0 +80.0 -120.0 +80.0 .118.0[+74.3 -100.2 +80.o -87.1 +70.8 .70.8 19 11B B, D, FH, J +80.0 - 20.0 +Bo.O -120.020.0 +80.0 -120.0 +800 -120.0-120.0 +80.0 -120.0 +80.0 -120.0 G +80.0 - PoO +800 -120.020.0 +BD.D -120.0 +80.0 -120.0 -120.0 +80.0 .120.0 +8D0 -115.1 A,C,E,I +80.0 - 20.0 +80.0 .120.020.0 +80.0 .120.0 +80.0 403.0 -86.2 +74.1 .74.1+595 -59.5 24 B, D, FHJ +80.0 - 20.0 +80.0 -120.020.0 +80.0 -120.0 *80.0 -120.0 -1200 +800 -120,0 +00.0 -118:7 G +BO.0 - 20.0 +80.0 -120.020.0 +80.0 -120.0 +BO.0 -1200 -120,0 +80.0 -120.0 +8D.0 -96S +80.0 - 11.0 +80.0 -120017.0 +00.0 -94,2 «80.0 -85] -]4.3 +62.8 -82.0 +qg,t -48.1 32 B, D, F. H, J +60D - 11.0 +80.0 .120.0 +80.0 -120.0 .80.0 420.0 +80.0 -120.0 . -120.0 +80.0 -113.5 +80.0 -W.B G +80.0 11.0 +60.0 -120.0 +80.0 -120.D +80.0 -020.0 +00.0 -120.0 +80.0 -120.0 +80.0 -101.8 +797 48] A,O,E,I +80.0 88.0 +80.0 -118.0 +00.0 -91.9 +80.0 -86.1 +80.0 -80.5 +70.9 -70.9 +58.8 -58.8 +45.2 -05.2 37 8DFHJ , , +800 . .o +600 . 200 . +800 . 20.0 -120.0 *80.0 tOS.B +800 -90.3 G •80.0 98.0 +80.0 -120,0 +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +00.0 -115.3 +80.o -95.5 +73.5 .73.5 A +80.0 92.0 +80.0 -108.0 +80.0 417.4 +80.0 -81.5 +70.8 -70.8 +69.0 -69.0 +57.3 -57.3 +43.8 -03.8 BDFHJ +80.0 92 +800 . -2 1 1200 .80.0 .102.7 +80.0 -8].0 AO O,E,I «80.0 02.0 +80.0 . -1060 +800 -103.0 +80.0 -92. . . . 699+573 -. . -. 573 +438 G +80.0 .92.0 +80.0 -120.0 +80.0 -120.0 +80.0 -118.6 +80.0 -115.0 +80.0 -113.7 +00.0 .93.2 +70.8 -70.8 A,C,E,I +80.0 -85.0 +00.0 .92.3 +80.0 -81.3 +75,1 -75.1 +59.5 -59.5 +58A -68.4 456.2 -56.2 +41.9 -01.9 B, D. F, H. J +80.0 -85.0 +60.0 -120.0 +80.0 .120.0 +80D .120.0 +80,0 -117.9 +80.0 -116.6 +80.0 -909 +80.0 .83.7 C,E,I +80.0 65.0 +80.0 -93.1 +80.0 -97.0 +80,0 -85,1 +59.5 -59.5 +58.4 -58.4 +56.2 .56.2 +41.9 -019 G +80.0 -85.0 +80,0 -120.0 +80.0 -109S +80.0 -101.4 +80.0 -88.7 +BD.O -94.8 +80.0 -01.3 +68.1 -68.7 q +80.0 111.9 +80.0 -88.8 +73.3 -73.3 +67.2 -67.2 +61.4 -51.4 +46.6 -09,6 +49.0 49.0 +40.8 40.8 B, D, F, H. J +60.0 120.0 +60.0 -120.0 +60.0 -120.0 +80.0 -120.0 +80.0 -101.2 +00.0 -96A +00.0 -98.0 +80.0 -81.5 48 C,E,I +60.0 -82.2 +80.0 61.2 N5.0 -75.0 +51.4 -51.4 +48.8 -09.8 +49.0 -09.0 +40.8 -408 G +80.0 -1102 +800 -96.9 +80.0 -88.6 +80.0 -83.5 +80.0 -80.6 +79.8 -]9.8 *68.3 68.3 A +80.0 0-81.8 +84.4+43.7 -03.7 +41.fi -47.fi +404 -00.4 +40.0 -00.0 B, D, F, H, J +600 0 t12 -120.0 +600 -114.8 +BD.O -103.5 +800 -85.8 +80.0 -81.9 +00,0 -BO.2 +SOR -80.0 53118QEJ +80.0 3 -72.3 +70.8 -70.8 +64.5 -64.5 +43.7 -037 *d1.6 -01.8 +40.4 -00.4 +40.0 -00.0 G +80.0 0 -98.7 +B0.0 +71.0 -71 D +67.6 -67S +65.7 -65.7 +65.0 65.0 GLASS TYPES: IW ANNEALED, AIRSPACE, IW ANNEALED I. 13116' I.G., 3/16" ANNEALED, AIR SPACE, 118" ANNEALED A. 3/16" ANNEALED E. 1311V .G., AIR SPACE, 1/8" TEMPERED J. 13/16" I.G., 3/19" TEMPERED, AIR SPACE, 118" TEMPERED B. all TEMPERED F. 13/16" .G.. 1/8" TEMPERED, C. 114" ANNEALED G. 13116" I.G., 3/16" ANNEALED, AIR SPACE, 3/16" ANNEALED D. 1/4" TEMPERED H. 13/16" .G., 3/16" TEMPERED, AIR SPACE, 3/16" TEMPERED 1010 TECHNOLOGY DANE HE,Oxx1s DESIGN PRESSURES, CUSTOM HT. N. vEN P-N +� ALUM. SINGLE HUNG WINDOW, NON-1l (010 ae, CEAT. 01 AUTH,I MNI, �OfiN6717 "` JRY G NO CHANGES SSHEEF. m,r .ormoo:".: e..c. ® •""1°" sHEro NTS 6 + 14 4032-20 W 44, AINUS SASH I SASH NOTES: 1, WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A POSITIVE DESIGN PRESSURE OF +64.0 PSF OR LOWER AS SHOWN IN THE TABLE.. NEGATIVE DESIGN PRESSURES ARE UNEFFECTED. 2, AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 12 SIB - MIN. TO 38" MAX. 3.76- MAX. FLANGE WINDOW HT. 75" MAX. FIN WINDOW HT, REFER TO ANCHOR QUANTITY TABLES 5-8 FOR ADDITIONAL DP LIMITATIONS. FIu I. No. SBIDfi OT'.. BL 12E�'7Z,: ,4JM A. LYNN MILLER, P.E. FL P.E.# 58705 R 9 40 5/8' MAX. FI DLO (ALL) F SEED TABLE -5318' MAX. FLANGED WIDTH (ALL ELEVATION DETAILS) —52 1/13' MAX. I.F. WIDTH (ALL ELEVATION DETAILS) D—I 1775 SEE OLOA TABLE D 76' MAX. 38 /16 ;EE DLO TABLE X j SASH (MAX) HEIGHT 48 1/4' MAX. VENT DLO (AL DETAIL A 1/1 75" MAX. I I.F. HEIGHT 76' MAX. FLANGED HEI MT I x j SASH SEE HEIGHT DETAIL D C� 75" MAX.EDLO/a/ 75° MAX. LF. HEI HT HEIGHT SETA76" MAX. 76' MAX. FLANGED FLANGED HEI HTHEI HT ESE�E E4 TANO E4 DETAIL B VIEW (STANDARD SASH) E--- I / 1 75" MAX. . E� F HEI MT DLO ILEOL D 76' MAX. FLANGED T HEI HT I TABLE x /� SASH HEIGHT DETAIL E RADIUS TOP (CUSTOM SASH) NOTES: 1. SEE SHEET 7 FOR VERTICAL AND ORIZONTAL SECTION DETAILS. 2, SEE SHEET B FOR CORNER DETAI VIEWS. 3. SEE SHEETS 10 THROUGH 14 FO ANCHORAGE INFORMATION. 4. SASH HEIGHTS FOR STANDARDS SH WINDOWS (DETAILS BB C) ARE BASED ON A THREE OVER TWO FORMAT. CERT. OF AUTH ON296 swm DETAIL C RADIUS TOP (STANDARD SASH VERTICAL DAYLIGHT OPENING DETAIL FIXED LITE LOW SILL HIGH SILL A 34 1/2" 34 W16" B 4151V 411/4" C 41 114" 40 718 D 52 5/W 52 11/16" E 52 114" 52 5/16" SASH DETAIL LOW SILL HIGH SILL A /2" 34 3116" B 27 118"C j277116" 16" 27 1/6"D 18" 15 3/4" E 16 3/8" 15 3/4" 6 - /4 4032-20 Ib UCENSF'';((� No. 58705 .P * * tT aiL s/ONAL A. 01414"lUll ,P.E. v r � INSIDE ; "jll�u 9&16 BALANCE PARTS USED ONSAS SASHS AR LBS MAX. 11 FIXED 7, 8 OR 17 LITE DAYLIGHT OPENING 25 DDTSIDE OUTSIDE VENT NOTE:MIN.(1) SWEEP LATCH AT VENT CENelNOPTIONAL BOTTOM LOCKS. (1) 6" FROM EACMAX. VENT DAYLIGHT INSIDE I I OUTSIDE MAX. FIXED LITE DAYLIGHT OPENING ---I MAX. WIDTH SECTION A -A INTEGRAL FIN (I F.) FRAME SECTIONS INSIDE 47 2. 46 HIGH SI LeL , 30 W OW �L 49 HIGH SILL HEAD BALANCE PARTS USED ON SASHS>40 LBS 14 & 16 68 28 1---2.716"—I 53 vuislDE ieDDtILT IfgvISFA mylpin9 wiry die flpiL 6 Huilding COAe yy + 53 2.946" 63 (LOW SILL) 2I (HIGH SILL) Oy 52 fir m uxe<v.myeic ,. SEE NOTE ABOVE 54 64 ONY LYN/y a.........,,4/i 65 OR 66 �'\,: ULTRALIFT 12 ONLY 12 ULTRALIFT SECTION C-C = # ; No. 56705 ONLY RADIUS TOP = ALTERNATE HIGH SILL (HEADDETAIL-FLANGEDVERSION) =A'. +ora7EcurvaLoor osrvE °"C"C/� I.� SOT^ sT TEo N. VENICE, FL]xTfi VLVTIOIYS rmmoluffiinec. e. T cEgT. or nu*N. xzszne ALUM. SINGLE HUNG WINDOW NON -IMPACT ''rs/ONAL ECG A. L�NIJMILLE]A` P.E. H�nm Mseeda Hal/ 7 • 14 �4032-20 °G FL P.1515B705 64053 N. VENICE.0.]I316 (B611 AP0.160� GEfl1.OP AVIH.N39]9B ITEM DWG# DESCRIPTION PGf# 6-4 1161 #6 X 1.000 PH. BUGLE'TEK 708X1 65 FOAM TAPE 114 X12-FOR 3116 61412K 66 1208 FOAM TAPE I/8 X 12 - FOR 114 6130 KK 68 4051A SASH BOTTOM RAIL(HIGH SILL) 64051 69 5050A FLANGE FRAME SILL (HIGH SILL) 64050 70 SILICONE, DOW 791, 699, 995 OR GE 7700 60 AGLASS,3/16"ANNEALED 81 B.GLASS, 3118" TEMPERED 82 C. GLASS, 1/4"ANNEALED 83 D. GLASS, 1/4"TEMPERED 86 E. GLASS, 13/16"IG; 118" ANNEALED, AIR SPACE, 1/8"ANNEALED 87 F. GLASS, 13/18" IG; 1/8"TEMPERED, AIR SPACE, 1/8"TEMPERED 88 G. GLASS, 13/16" IG; 3/16"ANNEALED, AIR SPACE, 3/16" ANNEALED 09 H. GLASS, 13/18" IG; 3/16"TEMPERED, AIR SPACE, 3/16"TEMPERED 90 I. GLASS, 13116- IG; 3116" ANNEALED, NR SPACE, 118" ANNEALED 81 J.GLASS,13/i6"IG; 3/18"TEMPERED, AIRSPACE, 1/8"TEMPERED f-2]64 062 47 FRAME I.F. HEAD 94071A, 6063-T6 6063-T6 48 FRAME I.F. LOW SILL #4072A, 6063T(i 2.374—I 062 2. 10 50 FRAME, I.F. JAMB "0748. 6063-T6 SH60 I NTS1 8 • 14 4032-20 1 G PRODIICTREVLSPI) "l aomrlvina wish". vl J ,. * N0:56705 ' A. LYPW MILLI=R, P.E. 0 1T I I3 862-- O FLANGE FRAME HEAD 44002A, 6063T6 1749�2.]10 082 O FLANGE FRAME JAMB #4004. 6063T5 (USED AS RADIUS TOP HEAD) A 1.342.0622.155 21 FIXED MEETING RAIL gd054C, 6063HD-T6 O FLANGE FRAME SILL (LOW) 94003C. 6063-TB 1 .062 ,490 )--1.451—IT `-040 1 r 738 04D 1{ STOP SASH STOP COVER OSASH 94025, 6063T5 17 #4053,8063-T5 L�---2.279---1 TT11 )7 .112 \ SASH TOP RAIL / #4006C, 6063HS-TB Imo-- 2.326-1 ,T9 r[.7062 I.F. FRAME SEALANT ALONG ENTIRE JOINT 0 I.F. FRAME n� /I \`/ .. SEALANT OR GASKET AT HEAD AND SILL VIEW D-D VIEW E-E (1/1 & VIEW HEAD & SILL, RADIUS TOP SILL) (RADIUS TOP HEAD) FRAME CORNER CONSTRUCTION �I 1.165 06 1.349 SASH SIDE RAIL SASH BOTTOM RAIL (LOW) #4000, 606315 2B 44007, 6063Ts L I 1 05] 31 F .66b r 2.164 �I 69 O FLANGE FRAME SILL (HI H) 68 SASH BOTTOM RAIL (HIGH) #4050A, 6063T6 #4051A, 6083T5 CERF. OF AULµ 029266 r50 J— 39 GLAZING BEAD 3/i6" OR 1l4" .683 .oso #40148, 6063-T5 L 1.D5] 46 GLAZING BEA #406iD 13/16" IG ,601 666 O50 40 GLAZING BEAD 3116" OR 1/4" 94046A, 6063T5 (USED W/ GRILL KIT) o.J..4032-20 A. Hall 9 + 14 G WELD ALONG BOSS (2) ANCHOR QUANTITIES FOR 111 FLANGED WINDOWS TABLE S. WINDOW HEIGHT SUBSTRATE: 28.603 34.603 40,603 46.603 62.603 5B.603 .64,603 76.000 ANCHOR TYPE: ❑ nONZ N/i U p O Z1-�ONZ�ZnONZ ONC, ❑ U O O OPi0 ❑ U O'-OOI.i(1 U ZeBONZ ❑ U 0 U zn0.Z.ZM❑NZ� 0, ❑ U 0 V ONQ ❑ V OO V ZnONZ-ZC]ONZ-Z ON� ❑ U 00 U OO-0 0 Z� V O V O WINDOW GLASS WIDTH TYPE i5 >$ S S 1.. > 1 1 B,D,FG 1 _�......... 1 _.. 1 _ _ _.._ _. _. _ .. _..r _ ._i._. _i.._1-, _ 3 2 2 3j3 . 3 4 ..1 313 _ 3 3 19.t25 H,J gO,E,I 1'Z 1 '1'12 1 2 1 1 2 1 _.. 2;2 1 2 1 212 1 2 2 1 212 1 T. 2 2 1 210 1 2 2 1 2j2 1 2r 1 2 2 1 213 1 2I2 2 3 1 212 212 1 212 3�3 1 2 2 3 1 212 1 212 1 2 2 1 2I3 1 2 2 1 2 2 1 2 112 2L2 1I2 2I2 2_12 212 2F2 2 3 2 2 2I2 2�2 2 2 B,D,F,G, 3 3I3 2 2 3 3 3 4 2 2 313 3 4 2I2 33 3I4 2 2 313 4 4 3 3 4j3 H,J ti2 1T2 2 2 2 3 1 2 2!2 2 32�2 2 24.000 A.C,E,I 2I2 3 3 2 2 212 212 2 2 2 2 2 2 2 2 212 2 2 2I3 2I2 2I3 1 2 1 2 2 2 2 3 1T2 2 2 2I3 Z(2 213 3I3 PSF 119 119 1 2 212 2 2 ? BCEG 2 i 1 2 3 2 3 2 3 2 3 3 4 ..1 2 3 3 3 _2._1 3 5 2 3 3 4 3433 344 5J 32.000 2 2 2 2 2 2 3 2 2 a22'32 q 11 2i3 2 2 312 213 2 2 313 2;2 2F2 2,2 I3 2 2 23 213 2i3 2 3 3i4 213 3;3 2 3 2 2 2,3 PSF B,D,F,G, f03 2 1 117 2 19 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 414 2 416 i 3)3 2 414 2 4!5 1 3)4 2 414 37.000 H,J 2 2 2 2 212 13 2I3 3)3 3 4 2�3 314 3N 213 3I4 3I5 2�3 3I4 3i5 313 gQ,E,I - 2_ 222222 _1_ 2_ 2 3233334213343;42I33I4232i3 _1 2 2 1 2 2 2 2 2 1 2 213 2 213 1 212 1 213 1 23 7 22 1 313 1 114 1 212 1 313 PSF 95 2 108 2 20 2 2 7212, 119 2 2 2 2 2 2 - 2 3 2 2 2 2 2 2 2 2 2 2 2 2 .,_ ._ _. 2 2 _r 212 _ 3 _ .... 2I 3 _ 3 3 L__ 3 4 ....,.. 213 _ 3r4 __ 3L5 .._r_ 3 3 3I4 - _ 3 5 _ 3 3 _.,. 4 5 .... 3 5 ._. 313 _ .. 4 5 _. 4I5 �..._ 3 3 4I5 4 6 3 4 1... 415 40.00022 2 2T2 2 J% 2 212 2 -T3 2 2 3 2 3 3 2 3 4 2 213 2 3i 4 2 314 2 2 3 2 3 4 2 2 4 2 2 3 2 3 3 2 213 2 2�2 2 2 3 2 213 2 2 2 2 3i 3 2 3I4 2 212 2 3 3 FHJ 87 2 2 99 2 09 2 2 119 2 3 �3 2 2 3 3 5 2 3I3 2 4 4 3 4 6 2 3 4 3 4 5 3 3 5 2 3I3 2 4 5415 3 2 3�3 2 4 5 3 4 6 2 4 4 2 5 5 44.00022 22 212 3 2 3 3T3 4 33I4 2 2 2 2 2 2 2 2 2 2 2 2 ?-. 2222212I32I33334233I43423343I4 2 2 2 2 2 2 2 2 2 2 2 2 33132i321323214233I33423314 PSF B,DFG 79 2 119 2 90 2 00 2 2 113 2 114 3 2 2 119- 3 2 3 3 2 3 3 4 6 2 314 3 415 3 41'6 2 3;4 3 4i5 3 5I7 2 414 3 516 48.000 H,J 2 2 2 2 2I2 3 2:3 313 3 4 313 3'4 4i5 3 4 4I5 4i6 3I4 415 2 A0.E,1 2 2T2 2 2T2 2 212 2 ""I'3 2 2;3 2 213 2 3I4 2 2 3 2 3I4 2 3�4 2 2 3 2 3I4 2 3i4 2 213 2 3!3 2 2141211 2 2 3j3 2 214 2 2I3 2 3113 2 3j4 2 2I3 3I4 PSF 72 118 82 90 103 103 118 113 3 3 2 3 3 2 3 L53125 S.D,F,G H,J 2 2i2 2 212 2 2',2 3 13 2 2 3 2 3j3 3 3 4 2 3i4 3 3 4 3 3'5 2 314 3 415 3 4 6 2 3;4 3 4i5 3 4 6 2 3�4 415 4,6 314 516 517 4 5 516 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2,_ _ 2 .2_.. . 2._ gC,E,I 2T2 2)2 2 2 9 2I9 213 214 213 3!4 3i4 213 3.4 3 4 213 33 34 213 3,3 314 2 3 3,4 3 5 Z 3 3i4 1EII. OF AUTH.MA38B I. ANCHOR TYPES: 1 - 1W ELCO ULTRACONS OR 012 SCREWS INTO METAL 2 -1W ELCO SS4 CRETE-FLEX 3-812 SCREWS 1, ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING DIMENSIONS. HEAD -18 112- MAX. FROM TOP CORNERS JAMBS-171 R' MAX. FROM TOP CORNERS 15' MAX. FROM BOTTOM CORNERS 6' MAX. BELOW MTG. RAIL SILL - ANCHORS NOT REQUIRED 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2. C DESIGN PRESSURE LIMITATIONS: SIZE BLOCKS OF THE P,—ENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE OUANTITY OF ANCHORS SHOWN IN BOLD, DUE TO ANCHOR SPACING LIMITATIONS. OTHERWISE, THE MAXIMUI DESIGN PRESSURE FOR THE RESPECTIVE SIZE AN GLASS TYPE IS AVAILABLE. i. SEE NOTE 4, SHEET 14 FOR METAL SUBSTRATE REQUIREMENTS. TABLE KEY: (DP LIMTED) MAX. PSF 118 JAMB ABOVE MTG. RAIL JAMB BELOW MTG. RAIL rrzo00cTBEVISEO ii, uu eg C_ ,n,M vluk. (FULL DP) A=a1nM<. ra I _Olc JAMB A13OVEIZ>f r,l.,, MTG. RAIL I I �01W LYN1yM% JAMB BELOW Jt MTG. RAIL 'L%CENS, SEE TABLE 1 FOR FULL DP _ *. ; Na, 58705 ' 'AO ' STATEEOF MOMS ''�S70NAL ENS pop W, NON —IMPACT w.w A. LVN{-I MIL'1L9P.E. swo i NTS 1 10 > 14 1 4032-20 ANCHOR QUANTITIES FOR STAN ARD VIEW AND RADIUS TOP FLANGED WINDOWS TABLE 6. WINDOW HEIGHT SUBSTRATE: 29.855 37.155 44.655 52.165 59,655 87.155 74.655 76.000 ANCHORTYPE. m� Z�zm z NOON zmp z NO�O zm0 LLT z z�?O NO�OI`3ON0 z—zl'!O ONONO z z'q OripNO 0 0., ONp Nz �z O O WINDOW GLAS n0NO ON O WIDTH TYPE U PSF 113 119 1 1 1 1 1 1 2 2 2i2 312 2 2 3 2 -1E 3 3 2;2 312 2(2 3 2 3�3 &19.125 3(3 3 2 3 2 F1.J 1 1 1 1 'I7 2 2j2 2i2 2 2 1 A,C.E, 1 1 1 1 1 1 1 11 3I2 2(2 2(2 212 2 2 2I2 2I2 O,1 1 1 11 1 1 22 2 2(2 22 2 2 2 2 3 2 2 2 2 2j2 PSF B, D. F. 90 1 119 1 103 i 11 1 1 1 1 1 1_ 7 1 1 3 1 7 1 4 3 3 2 4 3 1 1 1 3 3 3 2 4 3 3 3 3�2 4j3 3 3 3 2 3 3 24.000 H•J A,G'E. 1 1 1 1 1 1 2 2 2 2I2 3T3 2 2 3 2 3 3 2 2 3 2)2 2I2 2!2 111 111 1r1 212 2(2 212 313 212 3(2 313 212 313 P12 2i2 312 2�2 212 212 212 2I2 212 PSF S. D, F, 68 _2_ 111 1 77 2 11 1 119 2 2 1 2T3 2 2 4�3 1 2 3 3 M1(3 2 1 _2 4 4 3]3 5 4 2 1 2 4�4 3j2 4[34 2 1 1.2, 4 312 4 3 i 1_ 4 M1 3 2 4 3 32.000 M.J 11 1�7 1 1 T 2 2�2 2 2 3T3 313 A.OJE _ 2 22 323 312 313 212 212 2�2 2'2 2�2 212 21P 2I2 212 121 T 1?1 121 2 2 21 2TT 213 323 423 313 423 PSF 59 96 67 SF 109 119 S. D. F, 2 1 2 2 2 2 2 2 37.000 H•J A,C,E. ]11`111222122123323313414334T4454i354443353a44354443354 2 -1 1 2 2 2 2 2 2 2 2 2 4 4 2 1 2 3r3 313 4 3 1 1 1 3�2 2 2 3T2 1 1 1 2 2 2 2 3(2 1 1 1 2 2 2 2 3 2 G,I 1 1(7 1 1 2 2 2 2 2 2 3 3 2 3 3 3 4 4 3 3 PSF 54 89 62 8 10f 113 119 2 2 2 2 2 2 2 2. B, D, F, H,1 2 1 1 2 j � 2 j 1 2 2 2i2 2_ 2 2 3 3 3 2 3T3 2 3 3 _3_ 4 4 2 3 3 3 4 4 3 2 3 5T5 4(3 514 4 4 313 5 4 5 5 4 3 5 4 _2.._ . 5 4 4 3 514 40.ODD A,C.E, 2 2 1 2 ,,,._ 2 2 2 2 2 2 2 2 2 2 2 3i3 4 3 .2 2 2 3j3 212 3;2 _2_ 2 ..2_ 33 212 3�2 ._2.. _2 2_ 3 3 2I2 3f2 G. ;TT 1i1 1�1 2 2 2i2 2�2 3 3 33 313 4 4 3 3 4T3 4I3 PSF 49 01 56 119 92 102 117 118 3 2 2 3 2 2 2 2 2 B, D. F. H•J 2 { 2 2 1 1 2 2 2 2r2 2 2i2 3 3 J 2 3 3 3 9(3 3 414 2 3_ 3 3 4j4 3 2 3 5(5 413 5T5 4 5 413 5 4 5(5 4 3 5 4 52 4 9 514 44.000 1 1�1 2 2 2 2 2 2 2 2 2_ 2 2 2 2 2 2 2 2 2 2 G.I 2 .�f� 2 ill 2 j 1 2 2 2 212 2T2 7i3 3 3 3�3 3(4 3I3 3 3 4r4 3I3 4I3 3 3 212 3(3 3I3 3(2 313 313 3j2 3j3 PSF 45 74 51 FT-9 84 94 10T 109 114 2 3 3 2 3 3 2 S B; DF , 2 2 2 2 3 3 2 3 3 2 3 4 4T 4 2 3 519 4I4 A 3 55 413 5 4 5i5 4�3 5i5 515 4'•3 614 gg,g00 J, H. 1 1i1 1 2 2 22 2�2 313 313 J.'3 4 4 4 2 2 2 2 2 2 2 2 A,C, E, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 313 4j3 2 3 3 2:.2 3i3 3i3 3 2 3 3 3(3 312 313 G,1 111 1!i 1j1 2 2 2 2 212 3 3 3 3 313 3 4 313 310 3'4 PSF 41 67 46 7 110 78 B5 119 97 98 112 2 3 3 2 3 3 2 3 e, D, F, 3 2 2 2 3 4 2 3 4 3 3 ._ ... 4 2 3 5(5 414 5I5 3 5I5 413 514 5�5 4(3 6!5 5i6 4,3 6;5 53.125 H•J A,C,E, 111 2 111 2 i(1 2 2 2i2 2 212 2 3(3 2 3 3 2 3�3 2 4!4 2 4(4 44 2 2 2 2 2 2 2 2 2 2 2 2`2 2 2 2 2 313 G.I 1j1 7)�1 2 2!2 2 2 3I3 312 313 3j4 3 3 3 3 314 2i3 313 3 3 21.2 313 3I3 -- lam MNULO N.V NI CE. FL34275 leul4eo-leoo LEFT. OF AUM4n:Y8 1. ANCHOR TYPES: 1-1/4' ELCO ULTRACONS OR 012 SCREWS INTO METAL 2-1/4' ELCO SS4 CRETE-FLEX 3-#12 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING DIMENSIONS: HEAD -18 112" MAX. FROM TOP CORNERS JAMBS - 17 a"MAX. FROM TOP CORNERS I 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. DESIGN PRESSURE LIMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE WITH A SOLD 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. 5. SEE NOTE 4. SHEET 14 FOR METAL SUBSTRATE REQUIREMENTS. TABLE KEY: (DP LIMITED) MAX. PSF 117 HEAD 3 JAMB ABOVE 3 3 MITG. RAIL JAMB BELOW MTG. RAIL (FULL DP) 0.07 HEAD 2 E J"" Dee r JAMB ABOVE 312 ^' MTG. RAJL Mimn' •11g1,21 Ilul .`` Y LYNN ' 41/4 JAMB BELOW MTG. RAIL ��`�N ILENs . SEE TABLE FOR P: FULL Sp FULL DP No. SBI05 —. � 0�6,`0.: i 14DARD VIEW saoa I NTS I 11 N 14 1 4032-20 E\ ANCHOR QUANTITIES ABOVE MEE NG RAIL HEAD&JAMBS CUSTOM FLANGED WINDOW HEIGHT MINUS SASH HEIGHT TABLE 7. W INOOW HEIGHT MNUS SASH HEIGHT FROM TABLE e. SUBSTRATE: 17,125 12,668 28.211 33,754 39.298 49.839 50.382 55.925 ANCHORTYPE: o kQOQN�-o O V o NOggNp.-ZONONZO�0O 0 0 0 0 0 ci o Of V 0lV o ONp`O�`13 U v o 0 rvO_ 0 UN3NO�ONDNO'O O U o O o WINDOW GLASS WIDTH TYPE 5 �' U S U V O u 3 O 3 $ PSF 119 118 B. _. 3 4 4 3 4 4 3 6 5 4 5 2- 2. 2 3 8 2 3 3 19.125 7 1 1_.._1..._1 1 1 A.C.E.I .:.. ..1_1.. 1 _�. 1_, _7. 1-,.; 1_ ..3 1_ 3'_�.. .3 3 3 3 -3 ,1, 3 d 7'1' 3 S. 2. PSF 119 118 119 1_9,31. 7_ 1 8. 1 7 1 1 � _1. �2 1_-.] �-3 ��2 ,.1 _.. 1.,_ 1.. _::1_. 4- 4� 5 S� �4-�- 4 ,1.._�. fi 8 4 6 2 2- 3 4 3 24.000 G ..i_.._�...... 1 ._Z...2 :-3_ z.. 3 ..4. 3.., ..4 4 iff 5 5.. ..4.. 6 4. 4.. _6... T_ 2 L- 1 7 7 1 4 1 11 A.FE,I _:1_ .-1_2. 1 1 .2 _2 1 ._3 _...�.. 1 1 _.5...-d 1_- _ 7 3 44 d -3' --3' d" ..3 g.. .�.. i 1 PSF 1f0 105 118 108 119 119 119 2-_1 2 2 1 1..2 ,IF 2 1 2 1 2 _2. .3 1 .3_. _2„--2... .3 .4 1 ...3 2 .4.. 2 6...a 1 2 5 6 4 .8.. 5. .5 .2. 6....5 ..2. 6 HJ ..._;. ;. 2_...Z. 2 Y 32CDO G 2 . 2 2 _:2. .....z .. 2 2 .4... 3 ..3.. 2 4 2 5 ...4 5.. 6 -4' 6 5 4._ '6 3 4. 5. -1- 2.. 3....3...-_3. 1 1 1 7 1,_ 1.. 1 AC,E.1 1 2 2 1 2 ...3 2 .3_..3.,.-:3 1 2 2_ .4 ,.1 _3.. 1 4.. 1 4 -�'_ 4 4 3_. 4 -1 '3 -3 3. -2---1 PSF 97 9 102 119 92 B 5 TV 9 9 2 . O, F. 2,. 2 2 2. 2 _..__ 2 -..4 _ 2 ..d. 2- --4 - .. 3 .2-. _. _3.. 8 2. 5 .2. 6' -2_. 6 _2 ....�_ 5 7 .2. 65 ,1: 7 H. J -2 i ,1_ �1 9 ,.2 Y .2... 2... 3 3 3 5 4 5 2 2 2 37.000 2 1. 2 _Z. T .§ 2.a 2 ,3. 2 .3 3, 2 _.-4 _.d _ 2 ..4. 2 5 3 -fi.. 5.. B 6 d -6 ,_ 5 _ 4 .? 5 G 1. 1- ,, ,,,, 1 2- 3 4 5 1 1 1_,-1: 2 1 2 2 2 2 1. ..3.. 2 ,..3 2 1_- ..3 2 2 -4 1_ 2 4 2„ d 1 .� 2 d 2 d- 8- -d- 4 3 _1-- d A,O.E,I 1 1.. ,2 -1 2 2._T 5. 4 4 3 PSF 91 64 9 85 98 9 02 105 B4 115 3 2 2 ..92. 2 2 ..2.. 2 3 2 -3 '3 2 3 .4 3 ...5...5 2 3 5 6.. 2 ..5. T...6 -_ 5 ,-2. ] _.. 6 5.. _.2. .7.. HJ 1 ._1 2 7 4.'-4_. 3 2 3_ 2 2 2 2 2 2 40.000 G 2 2 2- 2 -2 3 .7.. 2 '3 3 2 3 3 .5- 2 .6"- 3 5 6-- .5 . 6 '6 d fi 5 4 6 7 1 i2 2 3 4 4. 4 2 2 2. 2 2 _ _ .2. _2 .2 2 2, .-3 2 '9 2,. _2 2 4 2 3 2 5 2 4 ,_2. '3 2-. 5� -4 _2_ 3 d d _ 3' 4 A.O,E,I ..- - i .2. i T f 3' 4 3- 4 PSF 84 7 86 112 71 89 116 80 119 83 95 8 3 0_ 3.. 2 D,F, 2 2 2- 3 2 2 3 2 -3.3 J 3. 2 ..3 .3 _2 3 3 2_-._T `5 375 2.. 7 6 5 .3.. 7 HJ i 1i 7 2... .-2 3 4 9 4 5 5 5 8 2 2 2 2 44.000 2 2,-,2 3 2.- 2 3 2, 3 3 2 3 _q 3 ..5.. 2_ '-4 3 5 3__2,. 6 4 3 6 3_ 6 2_ 5 7 ..9 4 -.6 '. G 2 2 3 3 3 4_ 2 2_ 2 2 2, 2 2 2 2 2 2 2 2 2 .4 2 ..d" 2. 2 2_ 2.., 3 2 d 2 d 3 5 4... 3. 'd A.C,E,I i 1' i 2 -...2 3. a...3 4 4. 3 d 3 PSF 78 102 70 7 102 71 2 0 3 85 110 16 87 78 90 80 f02 3 3 2 3 B. D, F. 2 2 2 3 2 3 2 3- 4 2 3 3 2 '5 3_ 3 2 ,3, 3 2 H J i '1 1 2 2 2 1.3 3 3 3 4-- 4 4 5 5 6 6 6 2 2 2 3, 3 2 3 3 2- 3,_ „3 2. .5 7_ 3 2 3. 2.. 2 -.4 ...6_. 48.000 G 2., _i 2- ..i ._2..._2 3.. 3 3 4 -4 .4 ..fi.. .5. 5 �... 6 5 5 6 5 1 2.. 2 2. 2 2 2 2 2 2 2 2 2. 22 2 "3 2- A,CE,I 2 2 'i"221 2 2 2 2 '3' 2_ 3 '3 4-'3d 4 3 4 d 9 4 ,2 4 3 d 4 4 1 i 7 74 7 f00 69 79 7 81 73 74 PSF 71 9 4 2 3 4_ 3 3 2 11 2 3 3 _, .. 2„ 3 -3. 2 3. B, D. 3 2 ..i 2 .T...2.. 3 2.. .2 _3- 2 .3.. 3 .3 _.4 .4.....4. .5 _.5 .3- 5 _fi... s . _6. H J H. 3 3 3 3 3,.. 2_ 3 3 2 3 53.725 G .3 - 2- 3 .2.. 3 .-2 3 2 .., 3.. - 4"-'4 2 4 '3.. _2.. 4 5 6 .2,- 5. 6 6 5 7 6' -5 9.. 3""3..3 2 2 2. 2 2 2._ 2 2 2 2 2 2 2. 2 2„ 2... 2 2 2_ 5 2 d 2 ..d 2 3 4 4 3- 4 4 3' 4 .2_ . 4 3 4 4' HD TECHNOLOGY OFrve N. VENICE. P. 34275 IMII'B0. . CEGl .1 Am1t rem. sHSOO I NTS 1 12 14 ANCHORAGE NOTES: 1. ANCHOR TYPES: 1-1/4" ELCO ULTRACONS OR 812 SCREWS INTO METAL 2 - 1W ELCO SS4 CRETE-FLEX 3-#12 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING DIMENSIONS FOR ABOVE THE MEETING RAIL: HEAD- 181/2" MAX. FROM CORNERS JAMBS - 17 1/2" MAX. FROM TOP CORNERS 11 1/2- 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. USE THE SASH HEIGHT TABLE ON THE NEXT PAGE TO COMPLETE THE ANCHORAGE REQUIREMENTS FOR CUSTOM VIEW WINDOWS, 4, AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW - WINDOWS ARE 12 5/8" MIN. TO 38- MAX. 5. DESIGN PRESSURE LIMITED: SIZE BLOCKS OF THE ADJACENT TABLE WITH A SOLO ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLO, DUE TO ANCHOR SPACING LIMITATIONS. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. 6. SEE NOTE 4, SHEET 14 FOR METAL SUBSTRATE REQUIREMENTS. TABLE KEY: (DP LIMITED) MAX. PSF 112 HEAD 2 JAMB ABOVE 2 WIG, RAIL (FULL DP) HEAD a JAMB ABOVE 4 NTTG. RAIL SEE TABLE 3 FOR FULL DP W ABOVE MTG. R 70W, NON-IMPAC o....m 4032-20 ` "" V%'Y LYNA( Qp ,k :': No. 58705 S ATE •� A �z�7-o: ANCHOR QUANTITIES BELOW M EETING RAIL (JAMBS), CUSTOM FLANGED WINDOWS BASED ON SASH HEIGHT TABLES. SASH HEIGHT SUBSTRATE: 12,776 15.778 1B.776 21,776 24776 27.776 30.776 31,106 ANCHOR TYP WNDOW ' MAX u N � u ^' 3 ° „ u " S u ^ § ° N Q i ry o u ^ ° ry i ry D u �o ° "r $ rv^ "r N u ^ u ry O g ry s ° ^ u ry z O WIDTH PEP ry 2 2 5 2 2 2 2 2 2 5 3 2 2. 3 2 3 3 2 3 3 _2_ 3 _-120 -110 2 2 1 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2_ 2_ 3._ 2 3 3 2 3 - 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 19.125 —95 2 1 1 2 1 1 2 2 2 1 222 2 2 2 2 2 2 2 2 2 2 2 -80 1 1 1 2 1 1 1 2 1 2 2 2 2 2 2 2 2 2 2 2 2 _2_ 2 2 2 -65 1 1 1 1 1 1 1 1 1 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 -50 .120 1 2 1 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 2 __3-_-_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 24.0W 1 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 -80 2 1 1 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 -65 1 1 1 i 1 1 2 1 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 -50 -120 i NA 1 2 2 NA 2 NA 3 3 3 3 3 3 4 3 4 5 3 _ _—. 4._ _ 5_ 3 4 5 3 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 4 -B5 2 2 2 NA 2 2 3 2 3 3 2 3 3 2 3 4 2 3 4 3 4 4 J 32.�0 -B0 2 1 2 2 2 2 3 2 3 2 3 3 2 3 3 2 3 d 2 3 4 2 3 -65 2 1 2 2 1 2 2 _2 2 2 3 2 2 3 2 2 3 2 2 3 22_ 3__2 2 -So 1 7 -1 2 1 1 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 .120 NA 2 NA NA 2 NA NA 3 3 4 3 4 5 3 4 5 3 5 5 4 5 5 5 A 3 5 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_ 4 -95 2 2 2 NA 2 NA 3 2 3 3 3 3 4 3 3 4 2_ 4 5_ _3.._ 4 -3- - 4 37.000 .80 2 1 2 NA 2 2 3 2 3 3 2 3 3 3 3 3 3 3 4 3 4 3- 2 1 2 2 1 2 2 2 2 3 2 3 3 2 3 3 2 3 3 23 3 2 J -65 -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 6_ 6 _4 _ 5 6 5 4 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 3_ 5 -95 NA 2 2 NA 2 NA 3 2 3 4 3 3 4 3 3 4 3 4 5 3 4 5 4 40.000 -80 2 2 2 NA 2 2 3_ 2 3 3 2 3 3 3 3_ 4 3 3 4_ 3__ 4 4 3 -65 2 1 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3_ 3 3 3_ 3 3 3 -50 2 1 1 2 1 2 2 i 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 -120 NA 2 NA NA NA NA NA 3 NA NA 3 4 5 3 5 6 4 6 6 4 8 6 4 4 6 5 -110 NA 2 NA NA 2 NA NA 3 NA 4 3 4 5 3 4 6 3 5 6 4 5 5 6 5_ 3 5 -95 NA 2 2 NA 2 NA NA 3 3 4 3 4 4 3 4 5 3 4 5 3 3_ 4 000 -W 22 NA. 2 NA 3 2 3 3_..-..3__3_-.-4 3-. 9._..4 3 4 5_ 3 4___5 -2 2 1 2 2 2 2 7 2 3 3 2 3 3_ 2_ _ 3 3 3 3 4 3 3 4 3 3 -65 -50 2 1 2 2 1 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 3 2 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 8 -110 NA 2 NA NA NA NA _ NA 3 NA NA 3 4 5 4 5 6 4 6 6 4 6_ 6__ 4 4 B 5 =95 NA 2 NA NA 2 NA NA _3— NA 4 _- 3 4 4 3_ 4 5 3 5_ 6.-- 5 3 3 5 4 6 5 . 3 4 48.000 -00 - 2 2 2 NA 2 NA NA 2 3 4 3 3 4 _ 3 4 4 3 4 3 -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 _ -50 2 1 2 2 1 2 2 2 2 3 2 2 J 2 3 3 2 3 3 3 3 3 3 -120 NA 2 NA NA NA NA NA NA NA NA 4 NA NA 4 5 NA 4 _6_ 7 5 7 7 5 1 B -110 NA 2 NA NA NA NA NA 3 NA NA 4 NA NA 4 5 NA 4 6 7 4 6 6 _ _ 8_ _ 4 4 6 -95 NA 2_ NA NA 2 NA NA 3 NA NA _ 3 4 6 4_ 3_ 4 4 6_ 4.,,. 3 ___5 4__ 6 _53 4 5 _5 3 5 53.125 NA 2 2 NA, 2_ NA _NA 3 3 4_ 3 4 4 3 __5_ 4 _ 3 _4_ 4 3 4_ 4 3 _4 _-80 -65 2 2 '2 NA 2 2 3 2 3 4 2-3-�4_..3 3 3 3 4 3 3 -50 2 1 2 2 .. 2 2 3 2 2 3 2 3 3 2 4 3-2 3 N, VENICE,RB�P6 loll nao-iwn CERT.OFAIILN.p1B]BB ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 - 1/4' ELCO ULTRACONS OR 012 SCREWS INTO METAL 2 - 1/4- ELCO SS4 CRETE-FLEX 3-012 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING DIMENSIONS FOR BELOW THE MEETING RAIL. JAMBS - 6- MAX. BELOW MTG. RAIL 15- MAX. FROM BOTTOM CORNERS SILL - ANCHORS NOT REQUIRED 3, INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES FOR BELOW THE MEETING RAIL USING THE DIMENSIONAL CRITERIA OF NOTE Z USE WITH THE TABLE ON THE PRECEDING PAGE TO COMPLETE THE ANCHORAGE REQUIREMENTS FOR CUSTOM VIEW WINDOWS, 4. AVAILABLE SASH HEIGHTS FOR CUSTOM NEW WINDOWS ARE 12 518' MIN. TO 38' MAX. 5. SASH SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED 'NA' IN THEM, MEANS RESPECTIVE ANCHOR AND SUBSTRATE COMBINATION IS NOT AVAILABLE FOR THE RESPECTIVE MAX. PSF. 6. SEE NOTE 4, SHEET 14 FOR METAL SUBSTRATE REQUIREMENTS. TABLE KEY: \."I,ONY LYNN�i%,� JAMS BELOW MTG. RAIL * r/; No. 50705 swm I NTS 1 13 + 14 1 4032-20 EXTERIOR INTERIOR NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI-DARE COUNTY, USE ONLY MIAMI-DADE COUNTY 1-3Id"MIN.EDGEHOR) ( ALL HEAD AND SILL DETAILS) WOOD ANCHOR APPROVED 1M"ELCO ULTRACONS OR 1l4' SS4 CRETE.FLEX.. MINIMUM DISTANCE FROM (ULTRACON AN (SEE NOTE 2 & 3) ANCHOR TO CONCRETE EDGE IS 1 3/4" FOR ULTRACONS INTO CONIC., 2.1/2' E.D. FOR 2A/2'MIN. EDGE CONCRETE ANCHOR ULTRACONS AND CRETEFLEX INTO CMU AND CRETEFLEX INTO CONIC. (CRETEFLEX ANCHOR) 2x WOODSUCK (SEE NOTE 1 & 3) (SEE NOTE 3) �1' MIN. EDGE 2. FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY, USE g12 STEELSCREWS (G5), 114" SS4 CRETE-FLEX FOR DETAILS B & D OR 0.131'0 x 2.1/2' COMMON NAILS (F1662 NL CM 3.35 KSI MIN. CONCRETE \\ S-OT Z (&d)) 8d PENNY SS ZINC COATED COMMON NAILS, TYPE I, STYLE 10--FIN MOUNTED ONLY DETAILS E. F AND G THIS SHEET) 13/4"MIN. (SEE PAGE AS lx ARE BUCKS WHOSE OPTIONAL tx o 1 3/&" 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS TOTAL THICKNESS IS LESS THAN 1 112'. 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE WOOD BUCK _ MIN. INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. WOOD BUCKS DEPICTED AS 2x ARE _,O (SEE NOTE 3) 1 1/T THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. TO ALUMINUM, THE ALUMINUM SHALL BE A MINIMUM STRENGTH OF MAX Mom' 4. FOR ATTACHMENT 6063-T5 AND A MINIMUM OF iN'THICK. FOR ATTACHMENT TO STEEL OR STEEL STUDS, SHIM SHIM THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 33 KSI AND A MINIMUM OF.045" DETAI A DETAIL B THICK. THE METAL STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL TYPI 'AL FLANGED HEAD ANCHORAGE SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A#12 SHEET METAL SCREW WITH FULL t-1/4' MIN. EDGE (CMU) Y374' MIN. EDGE (ULTPACON IMO CONIC.) IWOFLEX ENGAGEMENT INTO THE METAL. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN MIN. EDGE (ULTRACO INTO CMU 8 CRETEFLEX INTO CONIC.) AND ANCHORAGE SPACING FOR ULTRACONS MAY BE USED. 1-314' MIN. EDGE (GONG.)PRESSURES 5. ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS. 1/4' MAX. SHIM-{ L- t', 1 3I8 MIN' 6. FLAT HEAD ANCHORS, WHERE REQUIRED, MUST HAVE #12 TRIMFIT HEADS. ).MATERIALS. INCLUDING BUT NOT LIMITED TO STEEL SCREWS. THAT COME INTO 1/4"MAX.SHIMCONTACT F*RAIL. WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE CONCRETE ANCHOR, 1'MIN. EDGE FLORIDA BUILDING CODE. FH BELOW MEETINGWOOD ANCHOR, (SEE NOTE 2) PH BELOW MEETING 3,35 KSI MIN, CONCRETE II RAIL. (SEE NOTE 2) OR 1.5 KSI MIN. CMU INTERIOR (ALL JAMB DETAILS) 1. BUC OPTIONAL WITH SOLID CONCRETE OR EXTERIOR CMU S BSTRATE (SEE NOTE 3) -I_ DETAIL C DETAIL D V 2-112"EMBEDMENT��WOOD FRAMMAX, 114" ER 51&=1N'�GE WOOD FRAII SHIM 131' DIA. MIN. x 2 1/2" NAIL, AT CORNERS AND 5' O.C. 2-1/2' .131" OIA. MIN. .2 IQ" NAIL, AT CORNERS AND 5" O.C. L A31"DIA. MIN. 1I4' x 2 1/2' NAIL. MAX. AT CORNERS SHIM AND 5"O.C. (HEAD) DETAIL E, (JAMB) TYPICAL INTEGRAL FIN ANCHORAGE ID13TECHN,.E 21DRIVE N. VENICE,FL]IE15 191111011-10N CERT. OF AWK 129M FRAME -- i 2-1/2" EMBEDMENT DETAIL G, (SILL) kNCHORAGE DETAILS 1LUM. SINGLE HUNG WINDOW, NON-d w pM se694 NITS 14 + 14 4032-20 NO.5B205 P ' * *_ v . it ,SOT STA E o�(V�� 'SSAONAL E�G' A: LVu(41INIILo, P.E. SCANNED MIAMI•DADE BY MIAMI-DADE COUNTY 00 St. Lucie County PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Nil atm, Florida 33175-2474 BOARD AND CODE ADMINISTRATION bIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) w w.miamidade.eov/economy P 70 IndustrTechnology D FILE COPY 1070 Technology Drive, North Venice, Fl. 34275p t��"r"v'• QF J\ 7 SCOPE: �1 f— oils V C....© I This NOA is being issued under the applicab e rules an regula o s governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: DESCRIPTION: Series "SGD-2500" Aluminum Sliding Glass Doors w / wo Reinforcements — Non -Impact APPROVAL DOCUMENT: Drawing No.757 Rev O, titled "Alum Sliding Glass Doors -Non -Impact' sheets 1 through 16 of 16, prepared by manufacturer, dated 09-09-04 and last revised on 04/18/17, signed and sealed by Lynn Miller, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: None: Approved Hurricane Protection devices, complying w/ FBC, as applicable are required. Limitations: 1. Use of Table 1, requires No reinforcements per sheet 6. 2. Use of Tables 2 and 3 require full reinforcement per sheets 7 & 8 of the drawing. 3. Egress operable doors must comply with min clear width per FBC, as applicable. 4. Max'/4" nominal air space is applicable for I.G. glazing with Truseal Duraseal spacer. LABELING: Each unit shall bear a permanent label with the manufacturer's time or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved", noted herein RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product TERMInTATION 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 ofNOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 17-0420.05 and consists of this page 1 and evidence pages E-1 & E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. �! " NOA No. 18-0207.05 't niarnoaoecourrrY xpirationDate: May22,2019 Approval Date: April 19, 2018 PGT Industries Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED I. Evidence submitted under previous approvals A. DRAWINGS 1. Manufacturer's die drawings and sections (submitted under files below). 2. Drawing No.757 Rev N, titled "Alum Sliding Glass Doors -Non -Impact", sheets I through 16 of 16, prepared by manufacturer, dated 09-08-04 and last revised on on 05/29115, signed and sealed by Lynn Miller, P.E. B. TESTS (submitted under files # 12-0726.03 N11-1018.11 ! # 08-0213.03) 1. Test reporton 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94. 4) Forced Entry Test, per FBC 2411.3.2.1 (b) and TAS 202-94 Along with marked -up drawings and installation diagram of aluminum Sliding Glass Doors, prepared by Fenestration Testing Laboratory, Inc., Test Report No FTL-5095, dated 12-13-06, signed and sealed by Edmundo Largaespada, P.E. 2. Additional test reports, Test report No. FTT,-3102, FTL-3116, FTL-3117, FTL-3596, FTL-4273, FTL-4275 and FTL-4277 per FBC, TAS 202-94 (formally SFBC, PA 202- 94), issued by Fenestration Testing Laboratory, Inc. (Transferred from file # 04-1220.05 / 08-0213.03). C. CALCULATIONS 1. Anchor verification calculations and structural analysis dated 05/29/15, complying with FBC- 214 (51 Edition), prepared by PGT, signed and sealed by Lynn Miller, P.E. 2. Glazing complies with ASTME-1300-02 &-04. 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) and letter of no financial interest, prepared by PGT, dated 05/29/15, signed and sealed by Lynn Miller, P.E. 2. Letter of lab compliance, part of the above test reports. G. OTHER 1. This NOA revises NOA # 12-0726.03, expiring May 22, 2018. 2. Previous NOA associated files: 08-0213.03, # 07-0309.09 and #04-1220.05 3. Test proposals No(s) 07-2245 and # 04-0404 approved by BCCO. 2. Evidence submitted under previous approvals A. DRAWINGS 1. Drawing No_757 Rev O, titled "Alum Sliding Glass Doors -Non -Impact", sheets 1 through 16 of 16, prepared by manufacturer, dated 09-08-04 and last revised on 04/18/17, signed and sealed by Lynn Miller, P.E. Ishaq I. Chanda, P.E. Product Control Examiner NOA No.18-0207.05 Expiration Date: May 22, 2019 Approval Date: April 19, 2018 E-1 PGT Industries Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. Previous Evidence submitted (continue) B. TESTS 1. None. C. CALCULATIONS 1. Anchor verification calculations and structural analysis dated 04/18/17 and last revised on 08/14/17, complying with FBC-217 (61h Edition), prepared by PUT, 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(6 h Edition) & letter of no financial interest, prepared by PGT, dated 08/14/17, signed and sealed by Lynn Miller, P.E. G. OTHER .1. This NOA revises NOA # 15-0609.10, expiring May 22, 2018. 3. New Evidence submitted A. DRAWINGS 1. Drawing No.757 Rev O, titled "Alum Sliding Glass Doors -Non -Impact", sheets 1 through 16 of 16, prepared by manufacturer, dated 09-08-04 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 08/14/17, complying with FBC-217 (6'h 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(6h Edition) & letter of no financial interest, prepared by PGT, dated 08/14/17, signed and sealed by Lynn Miller, P.E. 2. E-mail statement letter dated APRIL 10, 2018 from PGT Industries, Inc, for one year renewal request, subjected to successful verification test, signed by Lynn Miller, P.E., Manager. G. OTHER 1. This NOA conditionally renews NOA # 17-0207.05 for one year, expirin1g May 22, 2019`. Ish q L Chanda, P.E. Product Control Examiner NOA No.18-0207.05 Expiration Date: May 22, 2019 Approval Date: April 19, 2018 E- 2 SERIES 2500 NON -IMPACT RESISTANT SLIDING GLASS DOOR . GLAZING OPTIONS: B. 3/16' TEMPERED GLASS. TEST REPORTS FTL-3116, PTL3117, FD.-4277 AND FTL-5095. C. 114' TEMPERED GLASS, TEST REPORT FTL3102. 0. 5/8' INSULATED GLASS (I.G.); (2) LITES OF 3/16'TEMPERED GLASS WITH A 114' AIR SPACE, TEST REPORTS FTLA273, FTL4275, FTL-4280. FTL4205 AND FTL-0341. 2. CONFIGURATIONS: SEE SHEET 3. 3. DESIGN PRESSURES: SEE TABLES 1.3 ON SHEET 2. A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. C. DESIGN PRESSURES OF LESS THAN 40 PSF NOT APPLICABLE IN MIAMI-CADE COUNTY. 0. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASO. 4. ANCHORAGE: THE 33 113 %STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITEDTo STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FRO. FOR ANCHORAGE DETAILS, SEE SHEETS 14-16. 5, MIAMI-DADE COUNTY APPROVED SHUTTERS ARE REQUIRED IN MIAMI-DADE COUNTY AND WHERE IMPACT RESISTANCE IS REQUIRED. 6. INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH SCHNEEIMORE14EAD SEAM SEALER. 7. REFERENCES: TEST REPORTS FTL-3102, FTL3116, FTL-3117, FTL3690. FTL-4273, FTL-4275, FT1.4277, FTL4278, FTL4260, FTL-4285, FTL-0341 AND 5095. ,ELCD ULTRACON AND CRETEFLEX NOA'S ,ANSVAFBPA NDS FOR WOOD CONSTRUCTION ,ALUMINUM DESIGN MANUAL a' THIS PRODUCT HAS BEEN IGNED & TESTED TO ENTS OF THE FLORIDA BUILDING CODES COMPLY NCLUDING THE HIGH VELR CITY N RICANEQZONE MHVH). 9. GLAZING VINYL SPECIFICATIONS (ITEMS 30, 37, & 131): A. PVC MATERIAL BY SAYSHORE VINYL COMPOUNDS, INC., EXTRUDED BY TEAM PLASTICS, INC. B. RARONESS: 70 SHORE A C. SPECIFIC GRAVITY: 1.43 D. TENSILE STRENGTH: 145D PSI 11 E. ULTIMATE ELONGATION: 380 % F. MODULUS 0100% ELONGATION: 590 PSI G. TEAR STRENGTH: 210 LB/IN 10. METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIRE- 40 MENTS PER CURRENT FLORIDA BUILDING 39 3/18 36 1/4• CODE AND TO BE REVIEWED BY THE TEMPERED TEMPERED AUTHORITY HAVING JURISDICTION. r�eec GLASS 3LAZING DETAILS............ 1 )ESIGN PRESSURES....... 2 :ONFIGURATIONS........... 3 ELEVATIONS............. ........ 4 VERT. SECTIONS ............. 5 HORIZ. SECTIONS............ 6-8 'X' S'0' CLIP INSTALL.... 9 PARTS LIST ....................... 10 EXTRUSIONS .................... 11. 3/B' GLASS BITE Anchor Anchor Typo Framear I = Suhs4elc Group Headl5lll Conorele (min. 2. 1 1/4'Elc. P41.Ak cumulate(min.2 UIImC.ly9 ....n .11. RI..k (AS - MIN. Edga I Mln. O.C. I Ednbedm.nt or DImGn.a Glum= MPreI Tlllcknvx 1/4' 410 SS EIC. Jamb milmy nlocrc tge m w�l "� 13/8, 2 CreleFlex® Head I sill 1.60T 1318" P-hwk 5.Nhem Plne (SG=0.55) 1' 1' Jamb 1' 1.599" 13/6" 02slu"I MB ea fSIM Soulhem Pin ISO =0.65)1 1. B7 p• 1-LO' 11B' 13/W / UW 3 IG(. 5) -hwk h I. 6063.T5Aluminun, 1' 1.594" 1JI8. / 1f6" Maled.l MIn. Fy Mtn. F" Steel Surely 92 ks1 120 ks1 Etc. UIIMCon4) 155 kcl 177 ksl 41055 EICO Crele"ll '127.bks1 189.7ka1 6wJ3Ib Aluminum 16 ks1 2211s1 NOM.-- 1W AIR SPACE 37 3/16"TEMPERED GLASS 130 air GLASS BITE 3/16" MONOLITHIC GLASS 114" MONOLITHIC GLASS GLASS TYPE B GLASS TYPE C CFAIOFAUMf fM I __, ,or�anmuic LJ a 5002SW OESIGNPRESSURE MTING IMPACTMTING SEE TARLEE 1, 2l NOT MTED PCR MISSILE SHEET, IMPACTeESISTANCE co.ssls7aN0ARDS VSED: •2011 FLORtOA 6UILOINO CODE IFBC), 6TN EOIRON •,014 FLOPIDA BVILDING CODE (FRCk 5TH EDITION •ASTM E1300d4 •AN911AFAPAN053016 FDR WOOD CONSTRUCTION •PLUMINVM OESION AUNUA4 AOM8015 •N515100-02 •AISC36040 3B' GLASS BITE 6/8" I.G. GLASS GLASS TYPE D DETAILS A MAP LASS DOOR, NOW 1 • IS 1 e.+<w 757 NtUOUO ncn{wxrr n.p1yL•F•ilh tp Redo .oldie{:nde nn.pl. n" 6• wi E1Nmiea O•n n 7bl�j MIwIBWr nd•d Iwobud: ntsvism ne0Pp111•y vll\IFe FTniY " xnc ee Arnpl.•e•Na I7-.420.01' EyOMb• Wnr-tnvaz.'+n rb udrvv ICauia to nl * Na. 58T05 L. COMPARATIVE ANALYSIS: TANLE 1. >EXTENDED SILL, 21/2" HIGH INTERIOR >SINGLEISINGLE INTERLOCK >NO REINFORCEMENT (SEE SECTIONS ON SHEET 6) GLASS TYPES: Is B. FTL3117 8 FTL4277; 3110" OR 1/4' TEMPERED D. FTL4280 & FTL-4285: 5/8" TEMPERED I.G. (3/16"T, 1/4"SPACE, 3110'T) NOPIANM. N OVER-ALL DOOR HEIGHT EXTERIOR V,/10LLL 60• (8°J BA" (70) 90' (7°) 98' (Bo) SINGLEISINGLE INTERLOCI( +66.0 -9B.B +65.0 -70.0 +64.8 -64.6 +60.0 -60.0 NO 24' (20)B w-,. L -.nv n I I ... n av R REINFORCEMENT COMPARATIVE ANALYSIS: TABLE2. >EXTENDED SILL, 211F• NIGH >SINGLEISINGLE INTERLOCK >FULL REINFORCEMENT (SEE SECTIONS ON SHEET 7) GLASS TYPES: B. FTL.3116: 3116" OR 114- TEMPERED D. FTL-4341; 518" TEMPERED I.G. (3116"T,1/4"SPACE.W1677) NOM. t�i OVERALL DOOR HEIGHT PANEL WIDTH (9 80• (B°) I B4'• In90' (76) 98" (B°) ' (20) B,D +65.0 -105.9 +65.0 -10D.0 +65.0 .92.3 +65.0 -85.7 0'(i) B,D +05.0 .88.8 +65.0 .83.5 +65.0 -78.8 +65.0 -71.1 B• (30) !44W B,D +65.0 -T7.4 +85.0 -72.7 aB5.0 -66.7 +BI.5 .81.6 7 (3) B,D *65.0 -85. +B5.0 -65.3 +59,6 -59.6 +54.B -54.8 (40) B,D +50.0 -50.0 +50.0 .50,0 +50.0 -60.0 +50,0 -50,0 IVE ANALTJIJ: SILL, 2112" HIGH LISLE INTERLOCK (OUTSIDE) rORCEMENT (SEE SECTIONS ON SHEET 0) FTL3102; 1/4" TEMPERED FTL4273 $ FIL-4275; 518" :MPERED I.G. (3/18"T, 114"SPACE, E OVER-ALL DOOR HEIGHT 84° 00) 1 90' (701 1 96• INTERIOR 4B w EXTERIOR SINGLEIDOUBLE INTERLOCK REINFORCED INTERIOR 46 ODUa aXNV PRODUCT Aif(6WIPi L RdUrIQ.I 46 n,�nmec a." i0 •oS SEE NOTES en^1O^mn.- 19 SILLEXTERIOR HEIGIN.)SINGLEISINGLE 21I2INTERLOCK 13/4 nNw+�S<No�I ol Zo•O)REINFORCED INTERINOTES: BILL,.% O�ua d1 h/ 1. POSITIVE DESIGN PRESSURES SHOWN IN TABLES ARE ON THE 2 112' HIGH SF WITH EDESIGNSURES PRESSUREN LIMITED T036.3 PSF WITH THE1314'SILL. `�GEN3E •.;(�� NEGATIVE PRESSURES ARE UNCHANGED NEGATIVE � e:- •,P 2. INTERIOR SILL IS USED WHERE WATER RESISTANCE IS NOT REQUIRED, IN WHICH _*�• ND.6B705 '•, *,: CASE POSITIVE DESIGN PRESSURE EQUALS THE NEGATIVE DESIGN PRESSURE ;.9j � SHOWN IN TABLES 1 THROUGH 3 FOR THE RESPECTIVE SIZE. :71 t. I I :'.W F I�r4}-6r1' /`.W.[ CERr.OFAVM. /niM 11 II c-I�I nLvrvl•VLIYII+v vinvv vVvrll r�vrr rrrrr ..v. .�ri i... JR 01,9Yp v.�+ NO OIANGEG INIG SHEET. LJ\ \\`IJWDIAILIER. P.E. FK 0A96D! dJ DINi9P SGD}500 NTS 2 ' 1& 757 O P.EMSB]05 CODE PANEL TYPES CODE PANEL TYPES CONFIGURATION NOTES: t MAXIMUMDAYLIGHTOPEN OF THE ADJACENT 40-NOMINAL A R.H. INTERLOCK LOCKSTILE R FIXED LOCKSTILE �� L.H. INTERLOCK W ES)NBG 2. MAX. DLO HEIGHT- S1314' B R.H. INTERLOCK R.M. INTERLOCK p S FIXED LOCKSTILE STANDARD ASTRAGAL 3. DOOR CONFIGURATIONS INCLUDE BY-PASS. POCKET AND ANY COMBINATION THEREOF (LIMITED TO EIGHT PANELS AND SEVEN TRACK FRAMES) FRAMES OVER 3-TRACKS ARE MADE C R.H. INTERLOCK REVERSE ASTRAGAL T REVERSE ASTRAGAL FIXED FIXEDLOCKSTILE C UP SHEETS THE APPROVED FRAME COMPONENTS SHOWN ON UPOFT E AND 130F THIS FRAME EXAMPLE MAXIMUM CONFIGURATIONS: D LOCKSTILE R.H. u REVERSE LOCKSTILE EIGHT A. EIGHTPANELSONVE RACKS(B(CENTER MEET) INTERLOCK ASTRAGAL EPANEE ONNFOURTRA (BY-PASS) B. TRACKS TRACKS IN EXCESS OF THOSE REQUIRED FOR STRUCTURAL E L.H.—�j R.H. V FIXED FIXED ILE FIXED LOCKSTILE DOOR PANELS MAY BE USED FOR SCREENS. NTERLOCK —a I C INTERLOCK F L.H. INTERLOCK L.H. INTERLOCK �t,� YY DOUBLE INTERLOCK STANDARD ASTRAGAL DOUBLE Y FIXED FIXEDLOCKSTILE DOUBLE G LOCKSTILE INTERLOCK INTERLOCK H Z LOCKSTILE OCf(STILE INTERLOCK INTERLOCK DOUBLE DOUBLE YR INTERLOCK GUBLE—y7F FD INTERLOCK INTERLOCK LOCKSTILE ^,IG�Gun n[RaeTa9 J LOCKSTILE STANDARD ASTRAGAL GR DOUBLE INTERLOCK �ICCCCI{--�{I—��— LOCKSTILE u.mi.e..elY/GFMYiBw c l•�~ K INTERLOCK LOCKSTILE LR REVERSE CaAI �LJF--`-1�-1— R.H. e' L L.H. INTERLOCK ,,..,� I ii I I`rL�Li STANDARD ASTRAGAL WR STANDARD ASTRAGAL DOUBLE INTERLOCI( MOuu[rgEVlseo m..aplymexs�e iq. Lm,m. —II_-'L.—'ICI LuNIneCMe A.nWma Ne f-DGY ii •� J� M LOCKSTILE L.H. DS DOUBLE �GI—(—� R.N. );t+ \•�+'- �' INTERLOCK INTERLOCK �I INTERLOCK 4 en.�rnw Gina N STANDARD �jl�j�(�, L.H. SD L.N. DOUBLE INTERLOCK `��pNY LYryry ASTRAGAL u INTERLOCK IN ERLOCI( ICEN No. SG]BS :• P R.H. INTERLOCK D==LOCKSTILE FIXED *= 7t '•• ', 10]OlECHNOLOGYDPNE ft c,H,xmfjm,Gy2 SATE Of %6`s •+FTOgIOP, ••'G��C FI0 IRS ASS DOOR NON -IMPACT ''h`S�ONAL Jq GeNYi] O NO CHANGES MIS SN U.. MECFAum.r o.-.a FJt. osvflma J.J, ornzos • 16 757 O P.Ea setos 441/3' MAX. DAYLIGHT OPENING FOR 46" NOMINAL, ALL CONFIGURATIONS 6V 0 O HAX T. NINHT G TM AX T. n n 46' NOM. MAX PANEL WIDTH —4 4W NOM. MAX. PANEL —I PXXp PXXXO or OXXXp NOTES: 1. SEE SHEET 3 FOR PANEL TYPES. 2. OLD WIDTH = NOMINAL WIDTH- 3I/W 3. DLO HEIGHT DOOR HEIGHT -41/4" 46 NOM. MAX. PANEL WIDTH 4- 46' NOM. MAX. PANEL WIDTH OXO OXXO Dr XXXX ERODDEi n NS w alennbc.d, ilE ttaAbM4b OUNl.4 cm. Amprvlry Hn I ^0TG70,S E.PivEenAM xW� Mtlml ]�' •� U / n uOD6CTAEVISEO / gnblYlnew6x rxe fFrN1. vWine CmN E.tr4.tL. MIeI •'"r 2Yb aY 39, MAX LMNP unC«M1d T'P: HIT. L I ONY LYNN4f, 48"NOM. MAX. PANEL WIDTH A6 NOM. Xp or pX OX Dr XO pXXXO or OXXXp Nb. sfiiDS L 1F( .r• i W ]oroiECHNaoorortNE STATE OF ;' •4U .N.w &ndim EXAMPLE ELEVATIONS ' �c'•f.,tDAiD?.�'G� 'q ob.]4b4 'O�SS/ONAL Op.P• AEnr. cwAud.ndae ALUM. SLIDING GLASS DOOR, NO PACT ]]] 6l. JN 04AIYli �0 NO WANOES THIS SHEET. mhrvuttAvw ^^ n.LrPEA58705 e]-.,.. a.ar nr.r ]ma*Pmu.uimlMsu SCD140b NTS 4 •16 757 O PEA 58]05 F.H. 0.E'08N4 L. • dmwb DAYLIGHT T 75 n WIDTH � OLD DLO WIDTH Y O 91314" 96 zfz =TRACK !(L SHOWN) 21/ 214 2Q5 \ �I"�pl�,2f7 EXAMPLE MULTI -PART EXTERIOR FRAME 212 L I 1 Lj l l 216 (5-TRACK HEAD& SILL SHOWN) _ 21f 74 2f5 217 EXAMPLE MULTI -PART INTERIOR FRAME 0 EXT. INT. I IEXTEC2)R T. INT. EXT. INT. 94 1/4' MAX. MAX. HEIGHT DLO ALL ALL CONFIG, CONFIG. NOTE: ITEM 74, INTERIOR SILL IS An DUC11UR16Wdd NOTAPPROVED am�114pM51@a Radae WHEREWATER mtmapcee—R, a2e70S. �\ 77 70 EXTERIOR REQUIREDINFILTRATION IS i�uN"°�Q*° I el 19 �,— . O ® � ® u oouw aEnJeo O 8 8 L�P4NJ blIL 1\, ReMA �j 77 wwne ew 1/2" Q Amwi�«Na \-1-A4�u.OS 1 E)ruxw n le_�y� k ,ate 74 1pmr 4rlfimYfyl NOTE: OCENSE •-.(� MAX. DP W/ 1 3/4' No 5G7G5 SILL=.35.3PSF VERTICAL SECT. 72 VERTICAL SECT. 72 VERTICAL SECT. =,t '•; * STANDARD SILL EXTENDED SILL INTERIOR SILL =m ylalxia, ION lEGINOL0OY0RA'E 7ZR P< N VEMCEM1JIfA VERTICAL SECTIONS Fs .'••-.......:.G (w11�eo-INo / R. cERr avnurH, RP>16 ALUM. SLIDING GLASS DOOR, NON -IMPACT )111Nln"` Jfl GMYO 0 NO CHANGES MISSIIEET. ra.wv �+' ar ^` ^" A. LYId11AlLLER. P.E. q. amxumxc life SGOI6W 'i/2 6 > 16 757 O P.E.11 6070 FX OAN6W JJ oA9Z9p ,uwrvmwm,a SINGLEISINGLE INTERLOCK EXAMPLE WI NO REINFORCEMENT (TABLE 1, SHT. 2 DESIGN PRESSURES) 69 14 OR a U OR 8 SECT. A -A MOVABLE INTERLOCK AT P-HOOK 0 SECT. C-C LOCKSTILE AT ASTRAGAL 76 AND 77 6 , OR f06 X OR D O OR fo1 x XORO i66 OR 6 SECT. B-B MOVABLE SINGLEISINGLE INTERLOCK O O O WE,p p AIR SPACER, TVP.ALL SECTIONS USED ONLY WI X FIXED PANEL x ID INTERIOR (ALL SECTIONS) EXTERIOR uR ura+m,Lm�a6m�r 4w7 pwm AreTP�ryu,e ryP 2 •OS Agmuvo Rr.e1 �- PRonucr REVIFCD • VtlNl0b IS, R SECT. D-D SECT. *; N..Soros FIXED TO MOVABLE SINGLEISINGLE INTERLOCK *_ LOCKSTILEATJAMB&. �'i _ �. r-� 4omrEcxxaocrortrvE %O s TE F +tV: ft VFl.'ICEft N3R _HORIZONTAL SECTIONS TABLE I - DPS %�i`S.''•.`.�oemP,: •G6': ry464enlroo '' iNAL o4mS17 0 NG CHANGES' MIS SHEET, (FAT. oFANRLb91PB ALUM. SLIDING GLASS DOOR NON -IMPACT "n [wnwMOPoI! ""`�� — A.LYNN1.RLLER,P.E. FX. 6&DSAl4 .u. wmzoe .iammue'''o m 5001500 '1/2 6 + 16 757 O RE.. ros SECT. A -A �� SECT. H-H - SECT. E-E�—_ \ 4 INTERIOR ----1-- --- - - --- ° - \ ------ `` 1 (ALL SECTIONS) EXTERIOR SECT. F-F J SECT. G-G - - SINGL' E/SINGLE INTERLOCK EXAMPLE FULL REINFORCEMENT (TABLE 2, SHT. 2 DESIGN PRESSURES) 68 46 24 OR 72f I'm ORIS O O X ;OR XORO �IiI�L\\�L��y� X OR SECT. A -A s SECT. G-G MOVABLE INTERLOCK AT P-HOOK SECT. F-F LOCKSTILE AT ASTRAGAL X MOVABLE SINGLEISINGLE INTERLOCK 76 AND 6 pR 786 O P77a D 0 0 I%//f X DR. D 7 OR 787 rao°ua nnrttwyn Otldle(dt, a.lm maF don [Nt Amq.enNe��7dY M51nenae �14 M+cw Ccvrr r tl�OUCf aEVlgpa _ IIYy//.///(/�IA��--�� O O AIR SPACER, TYP. ALL SECTIONS UFIXEDP 01CCRElFM1e rlo,Nt nm;ep:.m Ampute eerH.tw l\le_S PANEL, FIXED PANEL,O 73 78 Owlt r111 (panel 46 ••.0 � SECT. H-H ��,� �1GENSF FIXED TO MOVABLE SINGLE/SINGLE INTERLOCK SECT. E-E _ * Nc. 587DS — LOCKSTILE AT JAMB stArrr`t�W; roroi[cxNga°ronrvE °i N. �;IENM1I J�I})6 HORIZONTAL SECTIONS, TABLE 2-OPS ' (L� •:Rl°RID�;..' • �� '•, SSfONaL cent GEApeLd39NM ALUM. SLIDING GLASS DOOR, NON -IMPACT ENG�• 'aumlla D NO CHANGES MIS SHEET. stir w,er ....e o..,als nk. A.LYNNMlLLGPM J. MA17.EC 4I„�mut�ni0 SGO}SM 112 7 " 16 7b7 O F.Ef SS}OS SECT. A -A SECT. J-J -� ,�. SECT. E-E INTERIOR ----r-- - - - ----- - -- --- o o - ----- - 1 (ALL SECTIONS) ----f --- - - - - -- -A-- EXTERIOR SECT. 1-I SECT. G-G SI NGLE/DOUBLE INTERLOCK EXAMPLE FULL REINFORCEMENT (TABLE 3, SHT. 2 DESIGN PRESSURES) 24 OR 121 x O OR SECT. A -A MOVABLE INTERLOCK AT P-HOOK 33 ORS SECT. 1-1 MOVABLE SINGLE/DOUBLE IN 33 SECT. J-J FIXED TO MOVABLE SINGLE/SINGLE INTERLOCK +aro l£cxxalWYDfl KVFNICE, 6L.N)l5 (911)�661600 0 NO CHM'0E5 RIISS'NfST. CERi.OFAVM.INxEB wk rmu6mu°zic !J. OIA2D9 W" SECT. G-G LOCKS�TIILE AT ASTRAGAL X OR O \ / OR l01 USED ONLY WRH FIXED PANEL, 0 SECT. E-E LOCKSTILE AT JAMB ALUM, SLIDING GLA55 L sm:sao 112 1 6 + 16 X n• r,®pQIaR nllf+lAe i1eA& wms CWc AReRpmerc Nrz-251 N L�P+n¢,ann,�DNt �-L,- —IA url 13Wdont vieFiiaaw7'' MODUCf REYI5P0 e•fVV+YI^Rw11�1Ar iF„iy Na.59705 A. LYNN MILLER P.E P.E.P50105 (2) FIXED PANEL BRACKETS INSTALLED ON EACH FIXED PANEL TO ATTACH FIXED PANEL TO FRAME JAMB / _ 1 `I 76 03 1/4 pIIIpIIII�yIIII,IIII'�7I INSTALL WI 11100' 32' SMS (2) (1) TRACK CLIP ASSEMBLY INSTALLED ON EACH ACTIVE PANEL MTERKOCK E ACTT EPANELT POSITION SECURE THE ACTIVE PANEL TO C ITS RESPECTIVE SILL TRACK ,,-- 66 O G7 OPERABLE PANELS mlps aw (1) FIXED PANEL CLIP (TOP) INSTALLED ON EACH FIXED PANEL AT THE INTERLOCK POSITION TO ATTACH FIXED PANEL TO FRAMES HEAD ` k INSTALL W/#10XI'SMS(4) RE-INSTALL/H0X3/4' PANEL SCREWS (2) n INSTALL W/ #10X1' SMS (4) RE -INSTALL 114-20 I PANEL SCREW (1) (1) FIXED PANEL CLIP (BOTTOM) INSTALLED ON EACH FIXED PANEL AT THE INTERLOCK POSITION TO ATTACH FIXED PANEL TO FRAME SILL FIXED PANELS 9 116 1 757 moOUCT n8N5Wyfi �+pi�+sa •uu Bw Pm.l4, Aae�phm Nn olo7vr eRXwmn nvs,l )y Ylml Mdr * No. 5Gi05 S' OT .ST iE F � �''•S�ONAL -- .800 1--1--062 � 1Ut I IKI'�' 062 1.375 L--ISO%-- --11.036 I-^— I.G. TOP RAIL TOP RAIL MATL: 6063-75 MATL: B063-TS 7f1 11616 11 9706 ES93 1,L6 I.E. DOUBLE INTERLOCK MATL:606346 134 11745 �--- 1,311 �I 1.816 L093 STD. DOUBLE INTERLOCK MATL: 6063-TG 33 0734 2�662 } .062 2.4 T + -082 I 1.Dse IlU_Lr'I 2.438 LL 2.845 r I.G. BOTTOM RAIL BOTTOM RAIL MATL: 6063-T6 MATL: 6063-TS IG ASTRAGAL 86619 ap707 721 MAT'1773063-T6 8 --- I--- .SOD 1ITYa 45 REINFORCEMENT MATL: 6063-TS 055 1.250n 46 REINFORCEMENT MAT'L: 6063-T6 0214 NOTE: ITEMS 45 AND 48 LENGTH - PANEL HT. -4114" 1.575 2 .125 Imo— 2.437 --j ` A62 032 101 I.G. LOCKSTILET MAT'L: 6063-T6 0736 Imo— 2.437 --1 j 1,032 .062 T STD. LOCKING STILE' 1 MAT'L: 6063-T6 O #708 H.D. ASTRAGAL OMATL: 6063-T6 P8 IN20 00 �-- 1.750 _1 ---q 1,000 t12 �-T— 2T o 5 O FIXED PANEL CLIP, BOTTOM MATL: 6053-T6 11717B ry fpe . CERr OFAVIIl. MW O O 0 o 1 -- 1750 r2 1.750 25 FIXED PANELCLIP, TOP 78 MATL: 6063-T6 8717 ��- 2.310 ,r OB3 I.G. INTERLOCK MATL: 6063-T6 8 17735 �-+— 2,310 —1 1.452 093 STD. INTERLOCK MATL: 6063-TO O 11705 11 - 16 1 757 rrtoounau+agws m�w��v ON08d-+Ot,1He DelaHpao4p Am<ymnn Na �020 US e,HAnon nr,.�.119 By lit, u1.-1 Hoene �. No. 66705 -� F— 16601'-- 3.6za --�� ( toov _ 2.560 1, REF. .062 ANCHOR HOR HOLES - ,ry 2-TRACK HEAD 70 HI -RISE TRACKAOAPTER MAT'L:6063-T6 MAT'L: 606346 0702 9722A LI-- 3.600 .687 I �6Z 2.370 1.594 REF. 0Tn�Fir0 ANCHOR —�-� HOLES 1.01D 73 2-TRACKJAMB HOOKSTRIP MAIL: 6063-T6 ISMATL: 6063-T5 6704 #740 �-{ 1.687 REF. �— A HOLES HOLES � Il— 062 L�1 1.750 .500 L' 1 p.7501--- ' 062 --I-- 4.576 203 OPTIONAL SCREEN O RAIL, POCKET rcmo9lRp��0gqg� . i6fierv6hdn Vt.flB. 72 2- TRACK EXTERIOR SILL MATL; 6063-T5 11866 nweP..rtN" pf MAT'L: 6063-TO 0703E MODOChtEvl V ANC REF. ANCHOR HOLES IIIVIII IUI N"'n'"t Gu• n.nq"...N" _o12e •of 1760 062 L" .562 F"-- ��j' 225 HI -RISE TRACI(ADAPTER `� f,O,,.........,, M/ ' 9.7D6 I MATL: 6063-TS i pOEN6E C( �' 0732 � ��. .'�"A 74 2- TRACK INTERIOR SILL ;�-; ND. 60705 ; MATL: 6063-TS _9' #637 - "111 IRt 'a' K ' N �QLEa "N�iIS cn Inwwrva, rr lwc cEOr. ornunLnD:rD ALUM. SLIDING GLASS DOOR, MON-IMPACT 1'ItlHlll`t CHANOES MIS SHEET. ..r„yrt vy w.e w ✓� A. LYNN MILLER V.E. _ Mn At FK 09AJfl10l J1 OIgLDO M"�""�Z. SG025DD NTS 12 / i6 757 0 P.EA 6510E ADDED FRAME COMPONENTS - L1 3.002 —�I I 1.800 �I I LI s.z1e . 11 760 1.000 —1�.010- 0_T 1.000 750 0 0 U uF U . .002 r .062+ 2fi ADD -ON T:ACKHBAD ADD-ONAC 212 FOR FRL:AMEHED 2f6 MATL608AAB 2p8 3MARACK03EA8 9613 6614 9634 11631 062 .6�1 667 ..06 .867 ' 062 —�I7 I .626 5.094 ^�jZ 2.394 i_T JAMB ADD -ON 209 3-TRACKJAMB 213 2MA'L: 605346E O 1 TXTTERIOR W/ADD-ONRACK SILL. LOW E O MATL: 6063-T6 0617 MATL: 6063-T6 9632 0671 .062 _T I .062 Lzs6 tzso 662 1 .562 1 Ti 6.184 TI 6.682 3 -TRACK SILL, EXTERIOR 2f0 W/SCREEN RAIL MATL: 6063 Tfi 0633 L052 .562 I F— 2.446 215 ADD-ONTRACKW/ O SCREEN FOR FRAME SILL 217 MATL; 6063-T6 11616 214 3-TRACK ADD -ON SILL MATL: 6063-T6 0615 1 062 562 r1-- 1.844 1 -TRACK ADD -ON SILL MATL: 606346 6635 062440 __Lti .562 I a .627 T-1 J.9B60B �T 218 2 -TRACI( SILL, LOW-RISE nnUUUCI n6neaui ...... I l e nFe be 11nna .011'.cr 1 EXTERIORW/ADD-ON A•Rv'•na No 02o p� e.+olmnrr nm.�Iy MATL: 6063•T6 0fi38 6Y lu' '- Ymni0.G 662 562 rI ° 3.798 � 2 -TRAGIC SILL, 119 INTERIOR Wl ADD -ON MATL: 6063-78 0637 C .. 6FAVl.MM S90f50J 062 .562 T_ eR 2.204 E O 1 -TRAGIC SILL, 22p INTERIOR W ADD -ON MATL: 6063-TG63-T6 0636 16 1 757 y, NO.58705 IDp SILL I JAMB I P-HOOK I SILL I JAMB I P-HOOK.I SILL I JAMB Uzci PANEL UNIT OUzU� OLi uuNOM. Ou xWIDTH HT. i 5 24.0DO X 80.000 C6 6 C6 8 8 8 5 5 4 C6 C6 CB & B 5 4 5 4 C8 6 C6 0 5 84.000 C6 G6 Cq 8 8 8 4 4 4 C6 C6 CB B B 8 4 5 4 D6 Ce C6 A R 84.000 O6 C6 Cq 8 I 80.000 C6 C6 C4 8 1 90.000 Cu CB G B 1 000 X 60.000 C6 26 C6 8 1 84.000 -CO CO G 6 7 90.OD0 a C6 E4 B 1 96.OD0 -CO CO C4 8 1 A00 X 60.OW C6 C6 C4 B I 54.000 G q B 1 9D.000 G G G B 1 96.000 C4 C4 8 I TOO X BO.OD0 C6 C6 G 8 1 84.000 C4 C4 G4 5 90.000 G C4 C4 8 1 98.00D C4 C4 8 TERMEOIATE HEADISILL ANCHC (2) ANCHORS PER LOCATION (2. SEE SHEET 16 FOR 3 & 4 2ANCHORS 1 48-NOM. 48' EXAMPLE USES o LOCATION, BJAMB (2-TRACK); ANCHORS K 3ANCHORS TOTAL. SEE r AT EACH SHEET 16 FOR LOCATION. ADDITIONAL O (3-TRACIQ;� TRACK 4 ANCHORS APPLICATIONS AT EACH 0 LOCATION, m (4-7RACK) I rt 6'MAX.,� I--6'MAX, 226/16-MAX. 48' NO M MAX. NO E 0 1. ANCHOR TYPES: 1)114- ELCO ULTRACON 2)1/4' ELCO SS4 CRETE-FLEX 3) 012 STEEL SCREW (G6) 2.GLASSTYPES: B-3N6-TEMPERED C-1/4-TEMPERED D-5/0-TEMPEREDI.G. 3. TABLE ABBREVIATIONS: SSN - SINGLE/SINGLE WITH NO REINF. AT INTERLOCK & ASTRAGAL, (SHEET 6) SSR- SINGLE/SING LE WITH FULL REINF. AT INTERLOCK& ASTRAGAL, (SHEET 7) SDR- SINGLE/DOUBLE WITH PULL REINF. AT INTERLOCK& ASTRAGAL, (SHEET B) WD-WOOD SUBSTRATE AL -ALUMINUM SUBSTRATE 4. ANCHOR QUANTITIES BASED ON THE FOLLOWING SPACING: JAMBS AND P-HOOKS SPACING .6" MAX, FROM CORNERS AN028"MAX. O.C. HEAD AND SILL SPACING-6'MAX. FROM CORNERS AND 226116"MAX. O.C. S. INSTALL PER ANCHOR QUANTITIES OF TABLE 4, USING THE DIMENSIONAL CRITERIA OF NOTE 4. HEAD AND SILL CLUSTER ANCHORS ARE REQUIRED AT ASTRAGAL AND INTERLOCK LOCATIONS OF THEIR RESPECTIVE TRACK SECTIONS. SEE SHEET 16 FOR POTENTIAL ANCHOR LOCATIONS WITHIN HEAD, SILL AND JAMB TRAGIC SECTIONS. 16' MAX. ANCHOR LOCATION, ---� 8' MAX. ASTRAGAL OR Tq)AArCHOft CLUSTER-G INTERLOCI(, 7YP, 18',MAX B- 1 11/16- MIN. U.C. TYR PRODUCT 88NAwey n D°mT,inyum„w116 _ e I6)ANCHOR CLUSTER- AN`H`"NN°-��'US '8 P-HOOK Qm y F UaJ O U O 00 5 5 5 5 5 5 5 5 5 S 8 6 5 6 6 5 BW 5 6 5 5 8 6 T 6 8 5 6 B 5 6 6 5 6 S 6 5 a 6 6 6 5 5 5 5 5 5 5 6 B 6 8 8 B MPLE 1 HEAD & SILL =6-MAX. FROM 28'CORNERS, 22 5/16- MAX. O.C. AND C5 ANCHOR MAX AT EACH ASTRAGAL OR INTERLOCK. )CATION, OC JAMBS &P-HOOKS-6'MAX. FROM TYP„(1)Y CORNERS AND 28' MAX. O.C. PER AT P-HOOK TOTAL AT HEAD =30 ANCHORS 0 96. (2+2+CU+2+C6+2+CB+2+2-30) O MAX TOTAL AT SILL =30 ANCHORS m I (2+2+C6+2+C6+2+CB+2+2=30) c TOTAL AT JAMB- 8ANCHORS + TOTALATP-HOOK= SANCHORS HEADISILL CLUSTER LOCATION TYP. SEE C4, C6 OR CB CLUSTER DETAILS CERF.OFAUM.MIM 6' MAX. 8" MAX. 3'MIN. I8)ANCHOR CLUSTER -CB CLUSTER DETAILS so0zmo I NTS 1 14 • IS I 757 10 PROBOCFm'Y vM°pltbq vlib lM llwNn �w ..ns VVqt>S DS LYnun ,0'o X! LYNryM �Ao, A. LYNN MILLER P.E.D SBIDS F CONCRETEANCHOR 3.4 KSI MIN, CONIC. 1- MIN. E.D., TYP.(2) 1 3/B' MIN. I (SEE NOTE I 1,68T _L ) 1 3/4• MIN. E.D. (21/2° FOR 2x WOOD CRETEFLEX), TYP.(2) (EXTERIOR) O.C. (SEE NOTE 2) ALUMINUM MULL ANCHORAGE 1"MIN.E.D., 1:- ,; APPLICABLE TO HEAD OR JAMBS WOOD ANCHOR TYP. (T) -"'^ +'0 (+•1....: Ke:' .+ (SEE NOTE I)—� I �� p�`-':'y^'a$f`-1 NOTE 1. 1318" L-d—J� 7/BAL. MIN. 1.59d 1x WOOD BUCK - 'MIN. r6053-T5 O.C. (SEE NOTE 2) (EXTERIOR) -L C 2%WOOD MIN. OF3 (EXTERIOR) I1687� �114"MAX. SHI �1/4'MAX. SHIM r-FH1THREADS �j 23M5 BEYOND O.C. WOOD ANCHOR Q (SEE N07E 2) DETAIL -C DETAIL -D (SEE NOTE I) DETAIL-J METAL SUBSTRATE. MAX. SHIM --{ i--- EXTERIOR I I I NOTES: TYPICAL FRAME HEAD INSTALLATIONS DETAIL - F 1. FOR CONCRETE INSTALLATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELC01/4' ULTRACONS OR 1/4' SS4 SEE NOTE I.+I — CRETE-FLEX EMBEDDED I3/4'MIN, THE MINIMUM DISTANCE FROM CENTER OF ANCHORTO CONCRETE EDGE IS 13/4'(2112-FOR CRETEFLEX OR KSI MIN. CMU 1.5 CMU). FOR WOOD INSTALLATIONS USE 1112 SCREWS OR ELCO 114' SS4 CRETE-FLEX ANCHORS EMBEDDED 13/8' MIN. OR 2. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1. ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN I I2'. WOOD BUCKS ;�'•3.4 KSI MIN. CONC. DEPICTED AS 2x ARE 11/2"THICK OR GREATER. INSTALLATION TOTHE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. `•- ) 3. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BEA MINIMUM STRENGTH OF 6063-T5 AND A MINIMUM OF I/8'THICK. THE ALUMINUM '1.594 STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE DOOR FRAME SIMILAR TO THAT SHOWN IN DETAILS B. DAND F CONCRETE O.C. ABOVE FOR 2x WOOD BUCKS, THE ANCHOR SHALL BEA012 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM (SEE DETAIL J). ANCHOR i; IFTHESE CRITERIA ARE METTHE PRESSURES AND ANCHORAGE SPACING FOR 7f12 SCREWS SHOWN INTHIS NOAMAYBE USED. (SEE NOTE IJ' 1314'MIN. E.D. 4. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON -SHRINK, 121/2'FOR NON-METALLIC GROUT(3350 PSI MIN.), (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE S ILL zi CRETEFLEX OR CMU) THAT IS NOT TIGHT TO THE SUBSTRATE. AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, Ix WOOD BUCK ',�TYP 30ff FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY (SEENOTES2) (EXTERIOR) I (2) THE AUTHORITY HAVING JURISDICTION. DETAIL - E 1W MAX. TYPICAL FRAME JAMB INSTALLATIONS 1.6870,C.-F----I (SEE NOTE S) WOOD ANCHOR 1) I (SEE NOTE i) •: •�• . •". 3.4 KSI MIN. CONC. (EXTERIOR) f2s 1 3/0" MIN. 1!B AL, MIN. D �`�� raoouq n4nmm MIN, OF3THREAOS 6003-TS ix WOOD BUCK, \ wc.mpblw•I16I6. ReNN NOTE 1. 1"MIN. \` omm,e c�4e BEYOND METAL (SEE NOTE 2) f --I —1319"MIN. TYR(2) Aw"Imenrvo l9-o2o'7•vS SUBSTMTE. ll •'C.•�_C W(SE ANCHOR . WODD ) DETAIL-B (SEE 2) o°�tl,, urn, LYay(.L CONC. ANCHOR SEE NOTL1 �!' (SEE NOTE 1) I~i� .+•:I SEE NOTE 2 If126MS--i 1" - 11/4' i"MIN. 1/4'MAX. -A.— MIN.E.D. MIN. E.D. E.O. 1,6870.C. I I�(SEE NOTE ryLODUCfrtBNRtlr 1 1 u.d,nglsu�bo ll.olo.sN Aa pr¢.n�a Nol-miz.-03, (EXTERIOR)} NOTE i. Eg11LI mtl.+wl1 (SILL(SILL), (SILL) ETHORVFORCRE7EFLEX)!TYP.(2) 11'Ip1Ojr4 CONCR(SEAN TE1) (SEE NOTE i) 3.41051 MIN. CONIC. ��`�.2,0N.......,,.4f.,'i. (EXTERIOR) (EXTERIOR) (EXTERIOR) ty'�, �'LIGENSE''•.(F '� DETAIL -A DETAIL DETAIL DETAIL -I c*; N.. eBTBs �; TYPICAL POCKET P-HOOK INSTALLATIONS TYPICAL FRAME SILL INSTALLATIONS -�:6?7— _ ADDED ALUM. GERT.CFAM.nI2 0 16 a 16 1 757 .6§ MIN. O.C. 7 ANCHOR LOCATION, TYP. 6 • 6 4 3 NOTES ON POTENTIAL ANCHOR LOCATIONS' 1. ANCHOR CLUSTER AND QUANTITY INFORMATION FROM TABLE 4, SHEET 14, APPLIES AS THE MINIMUM REQUIREMENT FOR ALL TRACK CONFIGURATIONS. ANCHORS MAY BE STAGGERED WITHIN TRACK SECTIONS EXCEPT THATTHE ASTRAGAL AND INTERLOCK CLUSTERS MUST BE LOCATED IN THE TRACK ON WHICH ASTRAGAL AND/OR INTRLOCKS ARE POSITIONED WHEN THE DOOR(S)ARE IN THE CLOSED AND LOCKED POSTION. MINIMUM ON -CENTER DIMENSIONS FOR ANCHORS ARE 1.69' AT HEAD AND SILL AND 1.69' FOR JAMBS. 2. EMBEDMENT AND EDGE DISTANCES SHOWN FOR 2 TRACK FRAMES ON SHEET 15 ARE ALSO APPLICABLE TO ALL MULTI. TRACK SECTIONS. 3 4 r�IZ 6 HEADISILL EXTERIOR ru z t�n�Ta u)-7Ti-%r�7 4 ° 7 L MIN.I.O.C. CEIN:OFAVIN.ANM JAMB INTERIOR 7 6 5 4 3 2 1L MIN. O.C. JAMB EXTERIOR HEAD/SILL INTERIOR sco:seo 1114 1 16 + 16 1 757 No. 661U6