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Home My WebLink AboutNOASCANNED By St. Luce County MIAMI•DADE NIIAMI-DADE COUNTY ME PRODUCT CONTROL SECTION DEPARTMENT OP REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/cconomv PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the Hi a oci urrrc ne Zone. - DESCRIPTION: Ser es '°SGD-770" minum Sliding Glass Door w / 90° & 135° corners —L.MJ. APPROVAL DOCU g No. PGT0130, titled "Series 770 Alum. SGD - LM Impact", sheets 1 through 22 of 22, dated 10/10/14, with revision C dated 04/05/17, 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 ra on a o Product Control Section. MISSILE IMPACT RAT G- Large and Small Missile Impact Resistant LABELING: Each unit sl n a p .+. a ent label with the manufactnr ame or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOAH 16-0629.06 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. NOA No. 17-0420.12 Expiration Date: February 17, 2020 pproval Date: September 2S, 2017 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 14-o123.1o) 2. Drawing No. PGT0130, titled "Series 770 Alum. SGD — LM Impact", sheets I through 22 of 22, dated 10/10/14, with revision C dated 04/05/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Reference Test report on 1) Uniform Static Air Pressure Test, per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 AIong with marked -up drawings and installation diagram of Aluminum Sliding Glass Doors (w/ PS, Super, Cardinal & Duraseal Spacers), prepared by Fenestration Testing Laboratory, Inc., Test Reports No(s) FTL-8717, FTL-8970 and FTL-8968, dated 02/15/16, 06/17/16 and 06/20/16, all signed & sealed by Idalmis Ortega, P.E. (Submitted under NOA No.16-0629.06) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum sliding glass door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7554, dated 11/01/13, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No.14-0123.10) 3. Test reports on: 1) Air Infiltration Test, per TAS 202-94 2) Uniform Static Air Pressure Test, Loading per TAS 202-94 3) Water Resistance Test, per TAS 202-94, 4) Forced Entry Test per FBC 2411.3.2.1 and TAS202-94. 5) Large Missile Impact Test, per TAS 201-94 6) Cyclic Wind Pressure Loading, per TAS 203-94 along with marked -up drawings and installation diagram of aluminum Sliding Glass Doors, prepared by Fenestration Testing Laboratory, Inc., Test Report No FTL-5980, FTL-5993, FTL-6036, FTL-6001, FTL-6014, FTL-6015, FTL-6017, FTL-6023, FTL-6024, FTL-6025, FTL-6028, FTL-6031, FTL-6033 and FTL-6036 dated 08/10/09, all signed and sealed by Julio Gonzales, P.E. Note: The test reports No. FTL 5980, FTL 6001 and FTL 6015 have been revised and reissued on 12/29/09, signed and sealed by Julio Gonzales, (Submitted under NOA No. 09-0826.10) Jorge M. Plasencia, P.E. P duct Control Unit Supervisor NOA No. 17-0420.12 Expiration Date: February 17, 2020 Approval Date: September 28, 2017 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) S. Additional Reference Fixed Window Test Report No. FTL-7897 (Cardinal spacer), per TAS 201, 202 & 203-94, issued by Fenestration Testing Laboratory, Inc. (Submitted under NOA No. 15-0430.08) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5th Edition (2014) and FBC-611 Edition (2017), dated 04/18/17 and revised on 08/10/17, 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. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07104/18. F. STATEMENTS I. Statement letter of conformance with FBC-5th Edition (2014) and FBC-611' Edition (2017), dated 08/10/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated 04/18/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Test proposal No.16-0152 dated 03/09/16 approved by RER. 4. Lab compliance as part of the above referenced Test Report No(s) FTL-8717, FTL- 8970 and FTL-8968. G. -OTHERS 1. Notice of Acceptance No.16-0629.06, issued to PGT Industries, Inc. for their Series "SGD-770" Aluminum Sliding Glass Doors w/900 &1350 comers - L.M.I. approved on 08/04/16 and expiring on 02/17/20. 0 Jorge M. Plasencia, P.E. P duct Control Uni nper's NOA o.17-042r " 0!1 Expiration Date: + roar lx, 2 0 Approve ate: September 28, 2017 E-2 SERIES 770, IMPACT RESISTANT SLIDING GLASS DOOR INCLUDING POCKETS & 900/1350 CORNERS GENERAL NOTES 1) GLAZING TYPE OPTIONS: SEE TABLE B. THIS SHEET & GLAZING DETAILS ON SHEETS 4 & 5. 2 DESIGN PRESSURES: A NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD. 3) ANCHORAGE: THE 33.IM% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEELSCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE CURRENT FLORIDA BUILDING CODE. FOR ANCHORAGE DETAILS SEE SHEETS 6-14. 4) SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS, AS APPLICABLE. 5) INSTALLATION SCREWS, FRAME SPLICES, FRAME AND PANEL CORNERS TO BE SEALED WITH NARROW JOINT SEALANT. 6) REFERENCES: ELCO ULTRACON, CRETEFLEX AND AGGREGATOR NOA'S, ANSVAF&PA NDS FOR WOOD CONSTRUCTION AND ADM, ALUMINUM DESIGN MANUAL. 7) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE CURRENT FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 8) DOOR SIZES MUST BE VERIFIED FCR COMPLIANCE WITH EGRESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE, AS APPLICABLE. 9) TEST REPORTS: FTL-5980, FTL-5993, FTL.6001, FTL45014, FTL-6015, FTU6017, FTL-6022, FTL-6023, FTL-6824, FTL-6025, FTL$028, FTL-6031. FTL-6033, FTL-6038 AND FTI-4554 TABLE B. SEE DETAILS ON SHEETS 4 & 5 Glass type Dosed dan(hated fame ExUderb Inbr1.4 GO Mir LamholatmumpfmrHSGeo.w1a.Os nablaner. G]A 711V lerek.Nd: )Lin.ft/4•HS ABTPYB kNada /IW LeOkMed: 0 Lkncf HS Me.oft 90kb GS HS oo.Wm.09T Wi6'I 11C mrr CS WLG.ml9nvfte4orMP*.p0h SPMGWmleyer 1`Lannimed LG.: Y1T TExtetlor CVDr3/B'A%9Peaer ]/16' Lamhaled; m Lt. fWITHSGIs.w .0B0- PVB htle,layer GSA 1'temhmled LG.: L4'T Glan PVBWed.ye. Larabbled;MUla. G8 eth.Wr Wel.GDrBHTAirSpom.vWIT Air Spree eT/IV lamthaded: m LRva ofXR? HS T temWled LG.! NIT H9 Glow WM A9T oNRIT IWT E olor ap4Cal 801mofter IW e4]llTLamWled;mLiles al3.10"HS Glare wlW A90`90 p4edpyn WIT ATr G] W 711V Uabated::i14bom of3I? ANN bfth. ]/iT bmketetl:mL0es a13HT gf4J "I At WN.090"9G lnladayo, GTA laz. ealb.0r SG InUaayor GB T14ACG 1'—Ivnm'lend Gd::Wu19E31T AlrSpnc 4 7/1F Lamtaktl;(2)UGa at Wlr Abel Glass vAih ART S01Nedeyv, GBA I i'Lamhmled LG:11`TEMOAor Cep+ WIT Abepedo4 7/1TLamNmad;(2) Uln OfMW ANN Glare wkh Ayr 9G WC%ye, 'ANN•=ANNEALED 'HS'- HEAT STRENGTHENED T-TEMPERED 'PVT -.MO' TROSIFOL® PVB BY HURARAY AMERICA. MC. SG -.090F SENTRYGLASG BY NURARAY AMERICA, MQ OESK N PRE55W ERATING 1 IMPACT ATMG SEETABIESI,24,3014 I RATEDFORIARGE&SMALL SREETS6,>88 MISSILE IMPACTRESISTANCE OODESISTANDAR09USED: a2017 FLORIDA BUILDING CODE CL SIN UNION -2014 FLORIDA BUILDING MOE �FBRIC), 61R EOIRON -ASTM El30000 - .ANSI]AFBPA NOS-2015 FOR WOOD CONSTRUCTION .ALUMINUM DESIGN MANUAL. AOM4!U16 .AISIS10012 .AISC 350.10 GENERAL NOTES.............1 EXAMPLE CONFIGS.......... 2-3 GLAZING DETAILS ....... .... 4,5 ANCHORAGE ............ ........ 6-14 DESIGN PRESSURES....... 6-8 INSTALL DETAILS .. ............ 12-14 ELEVATION $..................... 15.16 PANEL / SILL TYPES......... 17 CROSS SECTIONS............ 18,19 PARTS LIST ....................... 2D cERr. oRAurxAmzo9 TABLE A Anahca Group AnchorType Frem. Member SubbrsM wa. FA9. Dla o.. MID. O.G Dreanco rNn. Embodmante, M.W TMa ra e A 912ISe SMS, f-60Iml, F.-95 k00 912 410 68 SMS, (Fy, 0ksL RP 110 ka0 RI 0outhem Fro (SO -0,M) WIT 7JW 1-LB' BOB&TSAluminum Wr PAT OAST AM Sleet XT WIT 0.067 Gr. 33 Steel Sam SB" WIT 0.015.0a Go) IN' EIco AIT9mJMto0 F,-W kal, Ff98 kal All C.Icrete M. 2.22Imo 1-12 w 1.8'r Jamb/P41ook Filed Block ASTM C90 T w T Jamb/P-hmk Rdkw Bkok CASN C90 T w 1-V4' All Ieda.m Pine Dia=0.58 1" 1` lair B M2 Steel SMS(Or6) (man. 013 Wads beyond metal 5ubetham) A9 SaNfilb.. Farm (SG a (155) 911V T/0' 130 6083-PAMn21um SIT W1r OA90' AM eloel &G` WIT 0.050' Q.336NeIStal S/0' WIT 0.04510 Ga 0 1/4'Eke UrmCmd0 F,-155 W, Fa-IR art All Cancmle Dan. 285 ke0 V 4- I3W JwNIP1 k HOMw Bear(ASTM CM) 1' w 144- 1/4-Eke UmCwhG F-156 1R ksl At Conolote 12.85ka 2Ilr 1. W Jamb I P4mk Fated Black STMC9D 2.12' 4' 1314• Jmnb / PJwok Ho low Bloak ASTM C9D 24Q4 w i"V/ D V47410SS9cdOmNF1bX F,-121Attl,F. lB9.7 I Hard ISI9 Conorew In, 3.36 Rol) 1. 4- 1-W4' Jemb l 1`-hock ConcreU ftr.abblm 1' B' 1y0 Jamb P4Nmk Hallow Block ASTM CM L112' B" 1-1w At SouMmn Pine G-B% P I' 4W5' 1)WHERE CONDITIONSM UIRE ANCHORAGE FROM MORE THAN ONE OF THE ANCHOR GROUPS ABOVE, CHOOSETHEANCKORGROWOFTHELOWESTLETIERFCRALLTABLESINTHISMPR al- 2) ALL ANCHOR HEAD TYPES ARE APPUMNSLE 3) FOR 9TEFL STUDS, MIN. FU=45 nk MIN FY-33 HER. Q FILLED BLOCK VALUES MY ALSO BE USED IN HOLLOW BLOCH APPLICATIONS a) ANCHORS MUST BE OF SUFFICIENT LENGTH SO THAT A MINIMUM OF 3 THREADS E% ND BEYOND METAL SIJIMIRATE. ANCHOR NOTES 1) FOR CONCRETETCMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI43ADE COUNTY APPROVED ANCHORS. SEE TABLE A ON THIS SHEET FOR EMBEDMENT EDGE DISTANCE AND SUBSTRATE REQUIREMENTS 2) FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE A, THIS SHEET. PRODUCT REVISED 3) WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-1/2' THICK. as comp) hm with the Florida Bvildir, CT do PROPERLY SECURED, IX WOOD BUCKS ARE OPTIONAL IF UNIT IS NO".. 17-0420.12 INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2XARE 1-V2" THICK OR GREATER. IX AND 2X BUCKS E.Pbauom Data 02/17/2020 (WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS B . Miamr,-- a Fro ... t :OrMro THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD & TO BE REVIEWED BY THE BUILDING OFFICIAL. 4) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. 5) IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS tI111Irr NOT REQUIRED. IF USED, NON -SHRINK NON-METALLIC GROUT, MAX. IW THICK &3400 BY OTHERS) , YLYN,ti PSI MIN., (DONE MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO ``3� •' 1.1GENyF THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 30p FELT PAPER OR MASTIC IS REQUIRED = * Nw SeMS BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BYTHEAUTHORITY HAVINGJURISDICTION. Imx,m I NTS 1 1 ✓ 22 1 PGTO130 EXAMPLE CONFIGURATIONS MAX. UNIT W LOTH NOM. PANEL WIDTH PER TABLES 1-3 a MAX.UNIT HEIGHT PERTABES I3 I 1 1 1 gg 1�3 i� . a333 / / NOM. PE Nw HE PERTP NOM. I PE MAN HE PERTP MAX. UNIT WIDTH PANEL WIDTH PER TABLES 1-3 19 MAX. UNIT 1a HEIGHT 9 PERTASLESI3 • i�CJT�k7�CJ® I 1iD �� ',(�,• iEJiE7 m Qr{[r • � 3-PANEL CONFIGURATIONS M NIT WIDTH — CONFIGURATIONS NOTES: 1)ALL G WFTGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB - LOCATIONS USING DETAIL "Jw,'Jc",'KvP OR Ke INSTALLATION. EXAMPLE: 4-PANEL XXXX IN POCKET (p) CONFIGURAT10N CAN BE p)o=p, pXXXX OR XXXXp. OXXX IN POCKET CONFIGURATION CAN BE OXXXP. 2)90'8135' CORNER CONFIGURATIONS GAN BE A COMBINATION j F ANY 2 STRAIGHT CONFIGURATIONS. pp `� io�p ) FOR NOM. PANE L WIDTH, SEE TABLES I-3. Ik X'=OPERABLE PANEL, I 'O'- INOPERABLE PANEL, PoeAeT 1 B 'P`=POCKET r—DETAIL LETTER . '.r---� /jcr W =WOOD OR METAL INSTALLAT7ON INSTALLATION \CONCRETE 7 �SHEETNUMBER A . NIT WIDTH DLO WIDTH= NOM. PANEL WIDTH -7" DLO HEIGHT = DOOR UNIT HEIGHT-10.125" NOM. PAN �' � PANEL HEIGHT =DOOR UNIT HEIGHT - 1,866" PER TABLES 13 Upg1L'+ M1AX.UNIT a HEIGHT 1 gg PER 2 TABLES 1.3 m m m m �Er�Lr �7� Q7 � ❑;r m a.. mm m m 4-PANEL CONFIGURATIONS MAX. UNIT WIDTH NOM. PANEL WIDTH PER TABLES 13 MAX UN gg NPILl� �d TABL 2 tMFRiPtx • • rZ9l2a•4'.1iia•aT.•13A .�J{87Q'Ji9JiCJXtr r I I �Yo POtxE/ � m CORNER,TYR — (OUTSIDE CORNER SHOWN, INSIDE CORNER SIMILAR) P RO13UCT REV15P0 Buildp]Yin9 wiln lh FIaREa ing C do NOA-Na. 17-0420.12 Expiration Bata 02/17/2020 * I Al- 58705 50 eEm. avAlmtsmxae �( SERIES 770 ALUM. SGD-LM IMPACT "'+1NIII"` � mOL4417 C NNeO CHANGlS RIIS Sf/SEt. er.ane �`_J�-®' r�i tme cm sa•rs •� A. LYNi NR1ER P.E JR ldidf4 .;cxnm•nca 8G . MTS 2 • 22 PG101. C Pl:ssa7os EXAMPLE CONFIGURATIONS NOM. F PEI MAX HE] 96" 0 MAX. TESTED UNIT WIDTH = 1 1 300-1/ ' @ 120 HEIGHT �iE�7®fETf�N7 feli�kl aIi1 iFl m m bpi i � Y I �F iep rocxEr I 6-PANEL CONFIGURATIONS r J i, li MAX. UNIT WIDTH NOM.PANELWIDTH PER TABLES 13 MAX. UNIT HEIGHT t PER TABLES 1-3 1 NOM. PANEL WIDTH PERTABLES 13 MAX UNIT t HEIGHT PERTAIBLES 1.3 J� m � � mll ill m m m m m rx P=ff 7-PANEL CONFIGURATIONS a@a4C-. rt^imn1S9© iFl{87iCl�8liEi iF1 i n O w �: ml CONFIGURATIONS NOTES: 1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB LOCATIONS USING DETAIL 'JW , "Je. "KW OR "Kc" INSTALLATION. EXAMPLE: 4-PANEL XXXX IN POCKET (p) CONFIGURATION CAN BE pXXXXp, pXXXX OR XXXXp. OXXX IN POCKET CONFIGURATION CAN BE OXXXp. 2) 90' & 135' CORNER CONFIGURATIONS CAN BE A COMBINATION OF ANY 2 STRAIGHT CONFIGURATIONS. 3) FOR NOM. PANEL WIDTH, SEE TABLES 13. 'X' = OPERABLE PANEL, 'O" = INOPERABLE PANEL, 'p' = POCKET DETAIL LETTER /�..le = WOOD OR METAL INSTALLATION ® 'c =CONCRETE INSTALLATION SHEET NUMBER DLO WIDTH -NOM. PANEL WIDTH -T DLO HEIGHT = DOOR UNIT HEIGHT - 10.125- PANEL HEIGHT= DOOR UNIT. HEIGHT -1.866" sx �� I g pmI I 8-PANEL CONFIGURATIONS [etpaeo-,wa CEFt.OFAUPI. MI�DB 3 = 22 PRODUCT REVISED euname &T4 with the Fm.m, ROA-Oo. 17-0420.12 u No. 68708 RIL 7/16" NCM. 7/16' NOM. 1- NOM. 3/16' HS GLASS 3116• HS GLASS 3/16' HS GLASS — .090" PVB .090° PVB .ODD' SG 3/16• HS GLA 3/16' HS GLASS 74 3116' HS GLASS 14 3/6' AIR SPACE B2 Bq 6' T GLASS E%T� 314 LS E ERIOR 3 \ a 4.,IT Sr 14' NOM. GLASS SITE 7/16" LAMINATED GLASS, TYPE G3 7/16" LAMINATED GLASS, TYPE G4 I LAMINATED I.G. GLASS, TYPE G5 911W NOM. /16' NOM. 1' NOM., 3/16" HS GLASS 1A" HS GLASS — 114- HS S — 090" PV .090" PVB ,090° SG 3/16' HS GLASS 1/4'HS GLASS 74 114-HS GLASS 74 St16' AIR SPACE 74 1/4' T GLASS B3 62 - PRODUCT REVISED 89 PtY1"9 Mffi me Florida 314- . 3GLASS . B0O . Gotla NOa-Na. 17.0420.12 EXTERIOR GLASS GLASS BITE E% IOR <3 BLS 12c127 3!GLASS GLASS EeptraBan Date 02117/2020 SITE ay � FXIERIDR Mlam De ro . Doniml (Bill Bt 11cna 9/1F LAMINATED GLASS, TYPE 133A 9/16" LAMINATED GLASS, TYPE G4A 1" LAMINATED I.G. GLASS, TYPE 135A GLAZING NOTES: 'ANN'=ANNEALED *:+ Ab 537a6 .:'1P '• 'HS'= HEAT STRENGTHENED _� *_ =•0 _- 'T'=TEMPERED 'PVB°=.090°TROSIfOID PVB BY KURARAY AMERICA INC. ,on, sewroeoaroRrve SEE SHEET 16 FCR SPACER DETAILS..K ew. 1$�,, %�,0.. 6TA EO: ' SG- =.090-SENTRYGLAS®BY KURARAY AMERICA. INC. N' Snslym GLAZING DETAILS %(0 •.,AZ0 SERIES ''',S�ONAL11E1NG�,. Dy,�yfyC. No t�4N�s7Mss�E7 cERr. ofAurxrsane 770ALUM. SGD-LMIMPACT N 1QHa14 u` ® cnoa7a ATS 1 4 =22 PGT0130 C r}/GI ALYS�n, P.E. GLAZING DETAILS (136 G6A, G7 G7A, G8 & GBA) 1' NOR 7/18' NOM. 1' NOM. 3/16° HS GLASS 3116" ANN GLASS 3116' ANN GLASS .090' S .090- SG 3t16-HS GLASS .090' SG 3/16- ANN GLASS 3/B°AIRSPACE 74 3/18'ANN GLASS P4 3/B'AIR SPACE 74 3116' T GLASS 3/16' T GLASS e2 g3 83 3M'NOR EX7ERWR 3GLASS 3/4'NOR ' 124-127 GLASS 124-IV GLA55 BRE BITE EMERIOB SITE aRg a e0 ,a 1" LAMINATED I.G. GLASS, TYPE G6 7/16" LAMINATED GLASS, TYPE G7 1" LAMINATED I.G. GLASS, TYPE G8 I-=- I-NOM. --j 9/15"NOM.--I+—'-1 I-- 1-NOM. --I • 3/16-HS GLASS- ow- so 3116"ANN GLASS 5/16'AIRSPAGE 74 1/4'ANN GLASS .Td 5l16'A1 SPACE 7q 1/4' T GLASS 1/4' T GLASS PRODUCT REVISED 82 B] g3 ea emnglying wltM1 the Plgddn 3GLASS. ggAr . coao NOA-No. 17.0420.12 314'NOR 12a127 GLASS ExIER10R /ti GLASS 3/4'NOM. 124127 avbavon Onto 02/17/2020 Y BITE GLASS BITE BITE By FxrewDR a nor- n r,oavee omml e1 a 7e 79 u 55 1" LAMINATED I.G. GLASS, TYPE 36A 9/16" LAMINATED GLASS, TYPE G7A 1" LAMINATED I.G. GLASS, TYPE 38A tl1l u10 glrl ' VO�SE (� GLAZING NOTES: "ANN'=ANNEALED °HS'= HEAT STRENGTHENED =A '• 'T'=TEMPERED SEE SHEET 15 FOR SPACER DETAILS. ��/,; �` :O�'•.• 8 0 'PVB'=.090' TROSIFOC PVB BY KURARAY AMERICA,INC. ,WN,IE7lWgVE °iv0" GLAZING DETAILS %tCS':F[ORIOP,:�2�` 'SG-=.090' SENTRYGLAS® BY KURARAY AMERICA,INC. (849d4u,md , S G 0495T7 c 4Txr. ar,umtoarse SERIES 770ALUM. SOD -LM IMPACT m Noowroes rxrssR�r. �v A. l P.e fNlaMd 101wcr"ussmm°�`' m sG67Jd NTS 5 e 22 PGT0130 C aFxse7m TARI F +- Design Pressure(DP) and Anchor Quantitles Required, (for all approved configurations on Sheets 2 & 3) For Gamer astragal muhomge an gP m135• tamer uNfe, sea shed ll Maxim um OP for all sizes: +601-60 Pat (May be lined by Table M) T.N. apples to Ghee Types 3, 3A, 5, 5A, 7, 7A, 88 M and the SaINASBgal Types shwm bee., Dear Unit Wald gp• eq•1 sar ee' WIV DLO Arro Group 73a1e' DUO I Mchor Group 78-7/8' DLO I Anchor Group 85-71W DLO Anchor Group A B C D I A B C D A B C D A B 0 D total C4+ (A+l C4-1 +1 C4+1 + C/i # # +1 C4+1 C4+1 0441 CA+ (/' +1 01+1 1. 11U1 Jamb 8 0 a B 8 8 6 8 8 8 8 0 8 8 8 e P4mak 0+7 0+7 6+7 F7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+B 7+8 7+8 7+8 - Handrail CAN CA+1 O1N C4+1 01+1 CAN O.l CA+1 CAN C1+1 C.I C1N CA+1 CAN CAN CAN 5 30' a0 Jamb 8 B 0 a 8 8 a 6 8 a a a a 8 8 a P-Mau 6+7 e+7 6+7 6+7 7+8 7+0 7+8 7+8 7+0 ]+0 7+8 y+0 ]+8 ]+8 7+8 7+8 Hsmusl1i C4+1 CAN GIN CA+1 CAN CAN C4+1 C4+1 04+1 CAN C4+1 C01 04+1 CAN C4+1 01+1 36' 0L0 Jamb a a a 8 e a e B a 8 8 8 8 8 a 8 A. P41oak 0+7 0+7 6+7 6+7 7+0 7-6 7+8 7+8 7+8 7+8 7+8 7+0 7+8 7+8 7+8 7+8 Heaairnil C4+1 NO CAN 01+1 G+1 NO CAN CAN O1N C4+1 CN1 C4N UN D +f C4+1 U+i 4T' 35' Jamb 0 8 a 8 8 8 B 8 8 6 a a a a 8 a P DLO PheeK a+] 8N &7 6+7 7+9 7+8 7+8 7+a 7+0 Aa 7+8 7+a 7+8 7+8 7+8 7+8 H.RglilI C4+2 0/+2 U4+2 01+2 CA+2 C4+2 04+2 C4+2 C4+2 04+2 0H2 O4+2 04+2 CA+2 C4+2 01+2 46' �fA JmiA 0 B B a 8 B B e a B B B 10 B 8 9 P-haak B+7 8+7 8+7 9+7 N8 A8 7+a 7+a 1+B 7+8 7+e NB 7+e 1+e AB 7+8 FOR EXAMPLE ON USING TABLE, SEE SHEET 8. NOTES: 1) POSITIVE PRESSURES IN TABLE 1 ARE BASED ON THE USE OF THE 3.1/4- SILL. 2) WHEN USING THE 2-12' SILL, POSITIVE WATER DP IS 40.67 PSF MAX. WHEN USING THE 3-1/4' SILL, POSITIVE WATER DP IS 60.0 PSF MAX. WHEN USING THE 4' SILL, POSITIVE WATER DP IS 60.0 PSF MAX (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 1A. 3) 4'. 3-1/4-AND 2-12' SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-IM SILL IS NOTAND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. MAX. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 1 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA BUILDING CODE (SEE ADJACENT DIAGRAM), THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. 4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING. EDGE DISTANCE AND EMBEDMENT INFORMATION. 5) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. 6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PARS TO BE INSTALLED. TABLE IA: 3111 Height to Max. (+) DP (Water In516aaan Rating) Siff Rear Height (+)Design (Flat or Box, Be Pressum pst Sheet 17) Flush-1-10 see note Low-2-117 +41L67 Msdlum-&1/4' -6D.0 High-4' +08.0 SEE NOTES 13 DLO WIDTH= NOM. PANEL WIDTH -7• DLO HEIGHT= DOOR UNIT HEIGHT -10.125 PANEL HEIGHT = DOOR UNIT HEIGHT-1,868' OH LENGTH OH RATIO 21 OH RATIO a OH LENGTH OH HEIGHT Interlock P-hook W*stile@Jamb Straight ASVagal Assembly LocksBk@ Stralght Astragal 90-Asaagal Assembly Lockstile® 90'Astragal 13VASWgat Assembly Lade0le@ 165'mvagel Slandard5tiles Standard Stile Standard Stile Standard Stile Standard Stile Heavy-duty Stile Heavy-duty SUle Heavy-duty Stlle Heavy-duty Stile J Standartl Astragal � Outside Comer, , s„�.�lJ-J Insideide 0o outside Comer Insid� Corner Ins de Cnrne Outside Carrier ,s��`C�--.��#I� LJ parta6D(Q) Pertain Part ffm Part afia (Stile) Partal101k2pl) Parta60 Part a61(SOie) Part a11B (Corner Received part W119 (0uL) Part p120 (In) Part a61(SBIe) Paris D31 &tl32 1Corn&PXd MDUnt) Part pGl PRODUCT REVISED pI ing aft trio Flulda Bond[., Code NOA-No. 17-0420.12 BeplmUon Date 02/17/2020 7: No. 507CS �.q'•. a 6 a aNaNA C PEVISm7AaLE1. CceADiAU7Nie7eBl� SER1ES770ALUM.SGD-LMIMPACT ynnllDll mmnemn rrvar xse we e..ww A. Lym MILLER P.E ^':',XO,::r ";�° se" NTS 8 • 22 P0T0130 C PE.a saw TAR[ F 9 Design Pressure (DP) and Anchor Quantities Required, (for a0 approved wn0gurations on Sheets 2&3) Poreom.... begel aachasix an or., Im. curer sans, ere sleet it Maxmum DP for all sizes; 4601E0 (M., be basted by Table 7A) mottaiwas, Tasa eppfas to Gloss Types 4, 4A, BO I 84" 90' I 1w 1 10C 1 4'In 1 0. BA 7, ]A, B A BA eM IM1e 89dIB" ❑ O 73d/e' LO DLO 0 ]I8" OL B - B O BTdIB" LO 1037/B' OLO04i1B' OL GiolAslmgal Typessh. bete. Masers., R4 rGmu Mc or Gmup Anohm Gmup rGam Arm or Gmup MO.'GmupArm ,Ge A 0 c p A B C p A B C D A 0 G D A B G D A a C D A B CA a c O 8 • G+1 +1 G+1 +i U+ DN U+1 U.1 + U.1 U. • U.1 .1 C01 U. +1 1 •1 G+1 G.1 G+1 UN G+1 G.1 CN1 Ca+l UN UN UN �/ DLO Jamb 0 B B B 0 8 a B B B 8 B e 8 e B 10 ID 10 10 10 10 /0 10 10 10 1010 10 ID 10 P-0ak 0+7 6.7 0+7 8+7 TQ l.9 7.0 7.8 )+B 7+B 7+0 7+8 7.8 T+8 ].e 7+0 9.9 6+0 8+9 8+9 8.9 6.9 6+B a+9 9+10 9.10 8.10 9+10 0.10 9+10 9+10 HeadlSik fi4.1 U.1 G1.1 C4+1 GM UH U+1 C4.1 C1.1 CA.1 U+1 CN1 Ga.1 UN CiM C4.1 C4.1 D1.1 U+1 NO C4.1 UM U.t C4.1 C4N U+1 UN U+1 U.1 UN30" DLO Jamb a B 0� a B 0 8 a B B B E 8 6 B a 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 PJuok 6+i BH 8.7 6+7 7+8 1+B 7.8 7+8 1+8 7+3 7+0 7+8 7+8 7+0 7+3 7.6 B+9 5+9 B+9 8+9 &a 0+9 .0 0+9 B+10 9+10 B•10 2-10 9H4 9+10 9+10 Ho."111 Urt U11 01+1 NO GA+1 UH 01+1 OI.1 NO G.1 C4+1 U.1 01.1 U.1 U+1 U+1 U+i U+1 U.1 01.1 G1+1 UM NO NO NO UH A.1 01.1 U.1 C1+1 U+1 3w OLLO Jamb e 8 8 8 0 a 'B a B B e B B 0 B 8 10 10 10 10 t0 10 1G 10 10 t0 10 10 19 10 10 P4Rok 0+7 6+7 e+] B+7 7+8 7-8 7+8 7+8 7+B 7+8 7+8 7+8 7+6 7+B 7+0 7+8 8.9 8.9 8+8 6.9 Se 3.9 0+9 8.9 9+10 0+10 0r10 8+10 9+10 0+10 9+10 IT MIDI U+1 UN U.1 04.1 UN U•1 G+1 C1+1 U+1 04+1 UN 0 I C1+1 U+1 C4+1 U+1 GN I;sm OH1 UN CA+1 UN UN U+1 UN G.1 C1.1 5.1 Cb1 (4+1 CHI !2'mo Jomb B 8 8 B 6 B 8 B 6 a B 8 a 8 D 8 10 10 10 10 10 10 10 10 10 to 10 U 10 10 10 P4mok 6N 8+7 0+7 B+T 7+a 7+6 7.8 T+8 T+B ]+8 7+8 7+8 ]+8 7.8 7.8 T.3 GO B+9 8+9 0+9 8.9 B+9 8+0 0+9 9.10 &10 9+10 9+10 8+10 8+10 0+10 Hsad8B1 04+2 U.2 C4+2 U.2 04.2 U+2 G•2 G+2 r 2 G.2 U+2 CH2 C1.2 G+2 U+2 CN2 U.2 C4+2 U+2 U+2 C9+2 C5.2 U+2 U.2 C'w2 C5+2 0a.2 cs+2 G6+2 05-2 G5 2 4C mo Jamb 8 a B a B 8 a 8 a 8 e 8 to a B 0 10 10 t0 10 10 10 10 10 12 W 10 12 10 10 10 Pdook 6+T B+T HT 8+7 I+0 T.B T+B 7+0 1.8 7+B 7r8 T+B HB T•B 1.8 Tr8 8+9 6.9 0+9 Br9 &0 8+9 8+9 B.B 8+10 8+10 0+10 9+W 9.10 B•10 8+10 6a" 60' DLO HeaoS,,u G+2 G1+3 G+2 U.2 G.R G+2 0412 G.2 G+2 G.2 G+2 G@ G+2 G+2 G+2 G+2 Not available in these sizes Jamb a 0 B B e 8 0 0 to 0 6 8 10 8 0 e PLook 6 7 B.T 6.7 BH 72B 7+B 7+8 7.B +0 7+8 718 7+8 7.8 7+8 7.8 7+B RO Haad1561 G+2 Gr2 G+2 G.2 G+2 G+2 U+2 CA+R G@ G+2 G+2 U+2 CN2 G•2 i U.2 t,s 2 J2Ia0 B B 0 0 6 0 8 B 10 8 0 8 1 10 9 I 8 B P4Rek 6+7 1 6•7 1 047 1 6+7 1 7+8 1 7+8 1 7+0 -A 74D 7+8 7+0 7+8 1 7+5 7+B 1 M 7+0 FOR EXAMPLE ON USING TABLE, SEE SHEET B. NOTES: 1) POSITIVE PRESSURES IN TABLE 2 ARE BASED ON THE USE OF THE 3.1/4- SILL 2) WHEN USING THE 2.1/2' SILL, POSITIVE WATER DP IS 46.67 PSF MAX. WHEN USING THE 3-1/4" SILL, POSITIVE WATER DP IS 60.0 PSF MAX. WHEN USING THE 4' SILL, POSITIVE WATER DP IS 60.0 PSF MAX (NEGATIVE PRES. UNCHANGED} SEE TABLE 2A. 3) 4', 3414-AND 2-1/2' SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2' SILL IS NOTAND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. MAX POSITIVE DESIGN PRESSURES SHOWN IN TABLE 2 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FBC (SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. 4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION, 6) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. 6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. TART F IA - Sill Height to Max. (+) DP (Water lnNlmtlon Roling) SBI Rkor Height (+)Desyn (Flat v Bo2, sea Pmssl9e, ps) Sheet l7) Flush-1-172' see rote3 Lmv-2-i/l +48.07 Medium-3.1/4' +60.0 High •4' .60.0 set NO LIS 1i OF LENGTH OH RA I PJ 21 OH RATIO = OF LENGTH OH HEIGHT THE MI I OWMA STn P A ASTRAPAI TVPFS SHAI I RF I KIM FOR TART F 9 SFF RHFFTR 21 R 99 FOR PART nlMFNRIOMS AMn RHFFT& 1R A 1A FOR ARCFMRI V OFTAII S Interlock P-haok Wckstiie@Jamb - Stralght Astragal Assembly Lockst[le@ StmigbtAstmgal 9G'Astragal Assembly Lociatlle@ 90'Astmial 13SAs0agal Assembly Ladstllo@ 13S'Anragal Heavy-duty Stiles Heavy-dutystile HeavyduNStlle Heavy-duty Stile Heavy-duty Stlle Heavyduty5tile Heavy-duty Stile Heavy-duty Stile Heavyduti Stlle Standard Astragal outside L{` Insltle Carr ner'I I CoI, rr cow InSlde [or5rer IrLsltle Corner outsMe CBmer FrFTSE U Part 9611X2) Part p6l Parttl61 Part 861111lel part B67 IAstragal) Part N61 Part 961(Stile) Pad011B (Corner Receiver) part 9119 (OOt.) part N330 (In.) Part B6115ti'a' Pars 031ap32 (cm.a Mount) Part861 CEItf.OFAURLCg2Po I SERIES 770ALUM. SGD-LM IMPACT I SGIo m I NITS 1 7 a 22 DLO WIDTH= NOM. PANEL WIDTH -7' DLO HEIGHT= DOOR UNIT HEIGHT -10.125" PANEL HEIGHT = DOOR UNIT HEIGHT - 1.866' PRODUCTREVISED Be11JIng C10dbHIN the FI=Ada NOA-No. 17-0420.12 eap[mt[an oa1n02/17/2020 } i Na 58705 PE TARI F A - Design Pressure(DP) and Anchor Quantities Required, (for all approved configurations on Sheets 2&3) Fa coma canniest anchorage on 90' or 136-corner units, sea sheet 11 Fdayjlnurn DP shown below (May ba Ilmlled by Table 3A) W a UNl Hal 1 Table applies to Glass "s 4, 4A, BP I 84" W" 96 102' 10E° e, 6A. 7, TA, 8884 and the 69•/8'DLO 1 11100 ]NB'DLO 9 0 9.7001.0 9]-]B pb0 SIIIarketrogal types ahwm below Anchor Group IAnchof.,am AmtlorG AnchorGrou Anchor Group Anchor Co' A B C D A 8 C- D A IS D A B C D A B C D A B C D Ws aPotato. +Ann r +32.6 NJ ♦ Pat 1T Head/SIII C4+1 C4+1 C4+1 C4+1 Net Net CON C4+1 CAN GI+1 CAN CAN C4+1 d+1 Cq+1 CAM C4+1 C441 CN1 G+1 C4+1 C4N C4M C4+1 21° DID Jamb 8 0 8 8 8 8 B B B B B e B B 6 8 10 10 10 10 10 10 10 10 P-Imok 5+7 1 5+7 1 6+7 1 6+7 1 7+0 1 748 1 7+8 1 1+8 1 ]+11 I Tea 1 7+8 1 7+0 1 740 1 7+13 7+11 7+8 Bag 8+9 e+9 B+9 8+9 8+9 8+9 a+9 Dealer, prosauser +AO.Oper +/A2.6 r ' +125beef 23" HeadiSM C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 G7+1 U+1 Cott C4+1 C01 N I CA+1 CA41 C-0+1 C4+1 C9+1 CAM 04+1 "+1 C4+1 C4+1 5 DID Jamb B B 8 8 8 B B 9 f0 B B 0 10 8 'a 8 10 10 10 10 10 10 0 10 g P400k 6+7 6+7 6+7 6+7 7+8 7+8 ]+8 T+ AB 7.8 7+8 7+a 7+8 7+8 8H 8+9 8+9 8+9 849 8+9 8a9 8+9 _ Dee Fracture +F90.0 / +1d29psf +h760 f HeadISO C4+1 C0i C4+1 CAN C/+1 CNt M+ 1 qa1 C4+1 C6+1 C541 CAM CAN C5+1 Cast C4N G1+1 C641 DS+1 Cd+1 C4+1 'W OLO Jamb 10 B B a 10 B B 8 10 B 8 e 12 10 8 B 12 10 10 10 10 10 10 10 g P-hack 6aT 7+8 ]tB 7+8 7+B ]+0 7+0 8+9 0+9 B+9 Bae. 8+9 B+9 8+9 8+9 0+9 B+9 0+9 0+9 E CasomPrecsma +FB0.0 ps/ 0-13 Fof +F7allmf 1. Head/Su C4+2 1 C 2 1 C4+2 C4+2 CN2 1 GH2 C4+2 C4+2 C8+2 Cli W+2 C5+2 Ca+2 C%T C5+2 C5+2 05+2 C5+2 C6+2 CN2 CFv+2 C5+2 C6+2 CB+T DUO jamb 70 a 8 8 10 B B B 12 io a 0 12 10 8 8 92 70 10 10 12 10 10 10 P-hook 7+0 7+a 7+8 7+B T+9 T+8 748 7+B 9+9 8+9 8+ 0+9 0+9 - 0+9 8+9 I 0+9 I Ste 8+9 B+9 8+9 Bag Dasyn Press" 4F copsr See NsfoA +I a;I.6Psf +/-75.0 f 41' HBBd/9Bl C542 C5+2 G+2 Ot+2 C6+2 Ctii C62. C6+2 C6Y1 C5+2 C8+2 C642 C6+2 2 C642 C6+2 C5+2 G5+2 C6+2 C6+2 C5+2 C5+2 LO JanO 10 8 B B 12 10 8 B 12 10 8 8 f4 12 B 0 14 12 f0 10 14 10 10 10 P-1noX hB 7+B 7+8 7+0 e+9 Bag 0+9 aa9 6+9 B+9 0+9 ,+9 9+10 9N0 19 9N0 9N0 9+10 9N0 9N0 9N0 9N0 8+70 %to NOTE A:+/-50,0 PSF FOR GLASS TYPI941,�A, 6, 6A, 7A, 8 & 8A; +/-87.1 FOR GLASS TYPE 7 NOTES; EXAMPLE ON SHEETS 1) POSITIVE PRESSURES IN TABLE 3 ARE BASED ON THE USE OF THE 4- SILL. DLO WIDTH = 2)WHEN USING THE 2-1/2- SILL, POSITIVE WATER DP IS 46.67 PSF MAX WHEN USING THE IIAI4 SILL, POSITIVE WATER NOM. PANEL WIDTH.7' DP IS 60.0 PSF MAX WHEN USING THE 4° SILL, POSITIVE WATER DP IS 9(k0 PSF MAX (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 3A. DLO HEIGHT= 3)4°,3-IW AND 2-12° SILL HEIGHTSARE TESTED FORWATER INFILTRATION WHEREAS THE 14tZ SILL ISNOTAND DOOR UNIT HEIGHT-10.125 MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. MAX. POSITIVE DESIGN PRESSURES SHOWN IN TABLES MAY BE USEDWHEN THE DOOR IS PROTECTED BYAN OVERHANG COMPLYING WITHTHE CURRENT FLORIDA PANEL HEIGHT= BUILDING CODE (SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. DOOR UNIT HEIGHT -1.866' 4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION. 5) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. 6) JAMB ANCHOR$ ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. THE FOLLOWING STILE S ASTRAGAL TYPES SHALL BE USED FOR TABLE 3. SEE SHEETS 21 922 FOR PART DIMENSIONS AND SHEETS 18 519 FOR ASSEMBLY DETAILS. Intedods P-hook Loc'aUle@Jamb Shalght Astragal Ie Stite@ 90'Ataagal LocksOle@ 1357 Astragal Laldi Assembly SVaight Astragal Assembly 9WAstragal Assembly 135'Asmilel HeavyduryStiles Heavy-duty Sale Heauy-dutySlile Heavyduty501e Heaw-dPtysOle Heavy-duty Stile Heavy-dury5tile Heavy-duty Stile Heavµdutyst0e HeagAtrty Astragal Outside Comer, , Canada Intd ' Caner Corner /. rp-L I�sy1 Inside" Comer Outside 11�1 Inslde�+W-r-rrer-11 Corner Part B61 (stile) Part116f i'd'e partpl]9(Out.) Pa't (stile) part861(x2) Part1161 Parttl61 Part860(Astragal) PA#%' Partp318(Comer part g120(In.) Pans 031 Bg32 Part,61 0.BeeiveI (Corn.1, Fxd Moom lYwT. �AIlI1l GeEa9 8 e 22 I PGTO130 TABLE3A: Sill Helghtto Max. (+) DP (Wafer h ffines oor noting) SIB Riser He(ght (+)Design (Flat or Sox, Dee Pressure, psi Sheet 17) Flush-1-72° sea note3 Low-2-12' +48.87 Metlium- + High-4' 12 OH RATIO = OH LENGTH OH HEIGHT PRODUCT REVISED Doompll'ing Milt Me Florida onald, cede Hon-xe. 17-0420.12 Eapirvuen Cate 02/17/2020 *i No. 58706 '.A D .ORION :' �',d; 01VA i fl G A. LYNN MILU P.E. P.EY5a705 SEE SPLICE NOTE, THIS NOFRAME "9+10'PH100KANCHORAGE CONSISTS OF: JAMB (9)P-HOOKANCHORS, SQUIRED@ (PERPENDICULAR TO GLASS EXTERIOR PLANE) SEE TABLE 2, SHEET 7� SEE POCKET (10)P-HOOK JAMB MOUNTING INSTALLATION, ADAPTER THIS SHEET ANCHORS MIDWAY & SHEET 14 BETWEEN P-HOOK NCHORS & AT 3' FROM TOP & BOTTOM SEE'C5'CLUSTER MAX.UNITWIDTH TAILS, SHEET 10 FOR SEE "C5" INTERLOCK REQUIRES'C6' SHEET1 \ 48' NOM. CLUSTER, SEE / ) h1 on r„ Imo- DETAILS, SHEET II MAX. EDGE OF POCKET SEE is I®I i_i I OLAZTER INSTALLATION i E $ 101 "'I 1a—MAX. O.C. A DETAILS'Jc'&'Kd, iDk' ® Z �S� I M END PANEL SHEET 14 & PART � III l O MOUNTING 17 (2 ANCHORS) DSHEIET 19 FOR m '---ke� I 2q•MAK I o� WMAX. O.C. P-HOOK �-___ 6_MAX. L "+2- ANCHORSANCHORAGE END PANELANCHOPAGEx� x (SEE SKETCH BELOW) S �AN ANCHORAGE CENTERUNE �'1Ap1L•TYP• ANCHORAGE ANCHORAGE AN----E OF PANEL 1 2.04" 24' MAX. EXAMPLE: 6-PANEL 2 TRACK, 90° OUTSIDE CORNER-oXX/XX0-EXT. MOUNT POCKET ANCHORAGE PLAN' O.C. 4 148' x 96' NCM. PANELS, ANCHOR GROUP C IN CONCRETE SUBSTRATE (SEE TABLE 3, SHEET 8) ANCHORAGE EXAMPLE NOTES: 2) APPROVED ANCHOR LOCATION ANCHORS: FOR AN HOR1 ENDPAxEIANCHOft DMIANCE TONEq.'c�i�MGEoxL L QUANTITIES SPECIFIED IN TABLES 1� SHEETS 6-8: CIO�'TO� 46" CENTERLINE OF 24'D.D OR LESS 27, NOM. • • INTERLOCK HEAD & SILL: 8' MAX FROM FRAME CORNERS. MAX PANEL SEE -CS -CLUSTER USE SPECIFIED CLUSTER FROM APPROPRIATE D.C. WIDTH DETAILS, SHEET IO TABLES, SHEETS 68 AT EACH INTERLOCK NO STRAIG HT AND CORNER ASTRAGAL LOCATION, ANCHO11PANELS ARE ONLY FOR INTERLOCK Rwulo 5gT HE O.C. INSTA OF ENO PPNELSTANCHOR PLUS SPECIFIED QUANTITY OF ADDITIONAL REUaft2DIFTHE o.a aSTArvcEio THErvEXinrvcBOR +2'ANCHORAGE INTERMEDIATE ANCHORS PER PANEL. CLUSTER G OVER 24'. OTHERWISE ANCHORS ARE NOT ADDITIONAL ANCHORS 24"O.C.MAXIMUM. REQUIREDATTHE MIDSRANA9 PER iHEFiOUREAsove: �3.5'11'fi' MAX. ar_ EXTERIOR SEE'CS'CLUSTER 2 DETAILS, DETAILS• SHEET10 TERLOCK FOR AS 24" MAX. O.C. D' MAX x-2-T t 4 PAIRS OF ANCHORS 96' (TOTALS UNIT 21'MAX. NCHOR$) EIGHT O.C. PER JAMB DETAIL BELOW) ��END PANEL 9'MAX ANCHORAGE (SEE \ •.2. SKETCH BELOW) r6• SPLICE NOTE: NON-STRUCTURAL ANCHORS MAY BE ADDED AS NEEDED TO ALIGN THE ETfa05 HEAD OR SILL FA SPLICE c5i OCCURS AT THE P-HOOK 1 PRODUCTREVISED ull4ing Cu4eWIN M. Flodtla NOA-No. 17-0420.12 5.64' Enpirn6on D.f.D211712020 CENTERLINE JAMBS & P-HOOKS: 6' MAX FROM BOTTOM. 21" MAX. ANCHOR PAIR O.C. (JAMBS), 14° MAX. NCHOR III, lei OF PANEL O.C. (P-HOOK) UTILONG ANCHOR QUANTITIES FROM APPROPRIATE TABLES, SHEETS 6.8. SEE 2-TRACK P-HOOK ANCHOR DETAILS ON SHEET 14. FRAME JAMB REQUIRES '-2-ANCHORAGE SEE °CS'CLUSTER ANCHOR PAIR CENTERLINE CENTERUNE END PNEL /—'L.'6" CLUSTER SEE DETAILS, SHEET 10 F ANCHORAGE—� / DETAILS, SHE rOF FORASTRAGAL� r0 (2 ANCHORS) \ g° I INTERLOCK ASTRAGAL ,�-I 4.051° 11 -1 vl_I_k'� 3.5" I I MAX. I CENTERLINE OF PANEL 3 f 11 FOR OTHER INTE LEAI.OF.WIKfe9d9 Q` "+2"ANCHORAGE--/ t-.-- S 7M I. SGD-LM 9 + 22 *.:; No. 58705 3 ASTRAGAL OR I�SPLICE LOCAT IF NEEDED I (FORS K-�7 CONDITI0 USE ASTRAGAL OR SPLICE LOCATIw INIERLOCK'}F NEEDEDCENTERLINE INTERLOCK+y I E °CB' CLU DETAIL) CENTERLINE3.5" 76°' 7 ' 3.6,Lamy3.S 4FRR 7E lEre7Wo 7' ExT�ETaa 7 3.5' 2•TRACK FRAME HEAD/SILL `� FRAME HEADISIL v 2-TRACK FRAME HEAD/SIS•ASTRAGAL ORINTERLOCK GAL OR INTERL (oZ ASTRAGAL ORINTERLO\ (USE WHERE 4 CLUSTER ARE REQUIRED,'04 HERE 6 CLUSTE ARE REQUIRE ,'C5� (USE WHERE B CLUSANCHORS ANCHOR3 ARE REQUIRED,'C6•) ASTRAGALOR SPLICE LOCATION ASTRAGALOR (FOR SPLICE INTERLOCK --I IFNEEDED INTERLOCK ^—I CONDITION, USE CENTERLINE 1 CENTERLINE "C6- CLUSTER DETAIL) 3.5" 3.5' 2.04' 4.06` 4.08° FMEFLPoDR E%fE�nRIOR 7, 4'DIAS. ENTTETTTR v 3-TRACK FRAME HEAD/SILL V 3-TRACK FRAME HEAD/SILL V a ASTRAGAL OR INTERLOCK (a1 ASTRAGAL OR INTERLOCK. (USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER ANCHORS ARE REQUIRED,'C4') ANCHORS ARE REQUIRED, 'CT) ASTRAGAL OR I�SPLICE LOCATION ASTRAGALOR I (FOR SPLICE INTERLOCK+' -I IF NEEDED INTERLOCK --i CONDITION, USE CENTERLINE I CENTERLINE 1 °C6' CLUSTER DE TAIL) 1.75 3.61 .5• 2.04° 2,04' 4" D O. EMTFE'1N1OR EMIRIOR <J 4-TRACK FRAME HEADISILL AA RAGALOR INTERLOCK (USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED, "C4") 4-TRACK FRAME HEADISILL (d ASTRAGAL OR INTERLOCK (USE WHERE 5 CLUSTER ANCHORS ARE REQUIRED, "C5-) loS0iECRNOLWYIXIM N.MTm FLwn m4lywm ( ..ffA1RH=95 6M .ICE LOCATION IEEDED 3.5- 2.04' E 21' MAX. O.C. 21- 5.64' MAX O.C. LLn 2-TRACK EJAMB 6-MAX AN ORPAIR 4-TRACK 6" DIAS. FRAME JAMB E A ANCHOR PAIR 7 ANCHORS MAY BE INSTALLED 21- EITHER IN THE EXT. OR INT. MAX. TRACK(INT. SHOWN) 4'DIAG. O.C. 204' NOTES: 1 664' 1. ALL DIMENSIONS SHOWN ARE BASED ON MIN. ALLOWED. 35, W MAX. E. FOR HEAD OR SILL SPLICE 3-TRACK FRAME HEADISILL LOCATI EAT 9 ASTRAGAL OR INTERLOCK P-1100K SEE SHEET 9. SEES SHEET 9. �CK (USE WHERE B CLUSTER FRAMEJAMB ANCHORS ARE REQUIRED.'061 ANCHOR PAIR PRODUCT REVISED FOR SPLICED m i with the Florida Builamg o�o ASTRAGAL OR (FOR SPLICE CONDITION, DO NOT CONORIONSONLY: xoA-No. 17.0420.12 INTERLOCK rcnrrcol mlv USE THIS DETAIL) ^SPLICELOCATION eapimllon Cat,0211712020 4-TRACK FRAME HEADISILL 0 ASTRAGAL OR INTERLOCK (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED.'C6') WITH & WITHOUT SPLICE CONDITION so m I MS 1 10 a 22 1 PGTO130 No. 58705 •I1111111.' 0. L" hlluER RE. V.En"m 2,04° J2.04'mINfERl01t 2,9d° INTEFIOR 2.04° °+pANCHOR 7' 4' DV1G.4' DIAG. 0.94- 6.12° 3.V 3.SIN 9D3. INTERLL 3, .7^ ERI I • INTERIOR 1 ° II CENTERLINE EXTERIOR 1�OFPANEL M'OR 4'DAG4' . a DO\G. I J .-.4 3.5" 1 2,04• EXTERIOR 4• INTEMOR o�\ 4.08' J36 2.04° 7 EXTERIOR 2.04° 4' EXTERIOR /\� J Fes— 4^ 2.04' 7' EpIOR 6,94• SO -CORNER 135-CORNER 136'CORNER 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL (USE WHERE 6 OR 0 CLUSTER (USE WHERE 4 CLUSTER (USE WHERE 5 OR 6 CLUSTER ANCHORS ARE REQUIRED,"C(3') ANCHORS ARE REQUIRED, -C4D ANCHORS ARE REQUIRED, 'C6') Rpp 11RERIOR 4.08' '+1"ANCHOR 3,$" INTERIOR 7'41- —T 7' r 1 \ 4.08" E%TERtlR 3.6'�4' -I13: 4° —j� ME TOR'T 9D' CORNER 135' CORNER 3-TRACK FRAME HEAD/SILL 3-TRACK FRAME HEAD/S ('C6^ ANCHOR CLUSTER REQUIRED ('C6" ANCHOR CLUSTER REC ATALL 3-TRACK CORNERS) ATALL3-TRACKCOFWEF IWEWOR .6.12' INTERIOR J2.04' R EXTERIOR 6.38• N ERIO 4' 3.S 136• r 4' 1,-"—] 3 5- EXTERIOR F� T ~) 4 DIAG. EXTEROR 4 90' CORNER 135- CORNER 4-TRACK FRAME HEAD/SILL 4-TRACK FRAME HEAD/SILL (^C_6" ANCHOR CLUSTER REQUIRED ('Ce• ANCHOR CLUSTER REQUIR AT ALL 4-TRACK CORNERS) AT ALL 4-TRACK CORNERS) NOTES: 1,ALLDIMENSIONS SHOWN ARE BASED ON MIN IMUM ALLOWED. romTEnaaocrcwv 2. DETAILS DEPICT ANCHOR QUANTITY AND SPACING, AND WOULD BE N. vErmr n:4+ne IDENTICAL FOR EXTERIOR OR INTERIOR CORNER CONFIGURATIONS.—tl I>wO48�-rEw eF uw _ 'ynax ._ . ... ILERS. KAUMGBI6B EXTERIOR KV 7 CENTERLINE 4 OFPANEL INTEROP ON '+2'ANCHOR E%TEgm ALL I. VIEWS VV1 4"DIAG. 2.04' 3.5' I I_ CENTERLINE f OF PANEL 04" "-3'ANCHOR 4.08- ' EJ(TEPoOR 3,5" I 204' CENTERLINE �OFPANEL 4-TRACK FRAME HEADISILL INTERMEDIATE ANCHOR LAYOUT (3-TRACK SIMILAR) W u�Yn sOOam NTS if +12 P0T0130 "+2"ANCHOR LJE� E, 4'DIAG. 3.S I CENTERLINE I OF PANEL '+3' ANCHOR 2.0 4'DIAG. 3.S 7° CENTERLINE � OF 2-TRACK FRAME HEAD/SILLISILL INTERMEDIATE ANCHOR LAYOUT PRODUCTREVISED BUTIEing1O'o4eMM M. FIUN4R NOA-No. 17-0420.12 E%P1n9DN mm02/17/2020 *. No. 58705 SWEET I/WOOOANCHORTYP., 2S E ANC L SEE ANCHOR NOTES TNOTE3, ANCHOR &TABLE A, SWEET NOTE 3, SHEET 1 ®2-TRACK FRAME HEAD WOOD INSTALLATION WOODANCHORTYP., 2X WOOD SEEANCHORNOTES TYP., SEEANCHOR & TABLE A, SHEET 1 NOTE 3, SHEET 1 SEE ANCHOR ANCHOR NOTE 5, SHEETNOTE 5, 1 (1/4" MAX.)-1 _ SHEET 1 (1/4" MAX.) EXTERIOR EDGE DISTANCE: SEE TABLE A SHEET i EMBEDMENT: SEE TABLE A, SHEET, ®3-TRACK FRAME SILL WOOD INSTALLATION EXTERIOR 2- /I'-- EDGE DISTANCE: SEE TABLE A, SHEET 1 EMBEDMENT: SEE TABLE A. SHEET 1 ®2-TRACK FRAME SILL WOOD INSTALLATION EMBEDMENT: SEE TABLE A, SHEET i -`I EMBEDMENT: SEE TABLE A. SHEET ~ EDGE DISTANCE: ZX WOOD EDGE DISTANCE: 2x WOOD SEE TABLEA, TYP.. SEE ANCHOR SEE TABLE A, ryp SEE ANCHOR SHEETI NOTE3,SHEETI SHEETI NOTE 3, SHEETI 2-1A8°' 2-1/16" ° WOOD ANCHOR.NP., SEE ANCHOR NOTES WOOD ANCHOR TYP., & TABLE A, SHEET 1 SEEANCHOR NOTES & TABLE A, SHEET 1 EX E dOR 1/4'MAX. SHIM EXTERIOR E^- 1/4' MAX. SHIM -�-� 2-TRACK FRAME JAMB 3•TRACK FRAME JAMB WOOD INSTALLATION (9 WOOD INSTALLATION C£R(.OFAUTHA=n INSTALLATION DETAILS EDGE DISTANCE: SEE TABLE A, SHEET I 2-1/1B" EfCIERIOR 1/4' GJ r MAX. 1 SHIM EMBEDMENT: SEE TABLE A, SHEET 1 EDGE DISTANCE: SEE TABLE A, SHEET 1 2-V16"' EMBEDMENT: SEE TABLE A. SHEET, EDGE DISTANCE: TABLE A, SHEET 1 I:ESEE 16— MAX. SHIM El(1ERIOR 2XWOOD WOODANCHORTYP., TYR, SEE ANCHOR SEE ANCHOR NOTES NOTE 3. SHEET 1 & TABLE A, SHEET 1 FRAME HEAD S3-TRACK INi WOOD INSTALLATION WOODANCHORTYP., 2X WOOD SEE ANCHOR NOTES TYP., SEEANCHOR SEE "TABLE A. SHEET 1 NOTE 3, SHEET 1 METALTYP,. /SMSANCHORTYP., SEEANCHOR L SEE ANCHOR NOTES NOTE 4, SHEET, &TABLEA,SHEETI 4-TRACKFRAME C METAL INSTALLA SMS ANCHOR TYP., SEE ANCHOR NOTES SEE &TABLE A, SHEET, SHEET 1 EXTERIOR I L 4-TRACK FRAME SILL Fw METAL INSTALLATION EMBEDMENT: SEE TABLE A, SHEET 1 ��— METAL TYR, SEEANCHOR— NOTE 4, SHEET 1 SMS ANCHOR TYP., SEE ANCHOR NOTES -� & TABLE A, SHEET 1 (/L EXTERIOR. C 1/MAX. SHIM EMES 770 ALUM. SGD - scu NTS 12 a 22 MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE NOTES: 1/4" 1. ALL DIMENSIONS MAX. SHOWN ARE BASED SHIM ON MIN. ALLOWED. 2. METAL OR WOOD SUBSTRATES MAY BE USED FOR ALL FRAME TYPES PER TABLE A. SHEET 1. METAL TYP., SEEANCHOR OTE 4, SHEET EDGE DISTANCE: SEE TABLE A, SHEET, 2-1/18"• MIN, OF 3 THREADS BEYOND THE METAL SUBSTRATE DIAGONAL O.C. IS MIN 4' (HEAD & SILL) OR B" (JAMB) SEE DETAILS, SHEETS 10 & MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE _EMBEDMENT: SEE TABLE A, SHEET 1 EDGE DISTANCE: SEE TABLE A, SHEET 1 PRODUCT REVISED as....Iging with the Florida Building Code 110 - .. 17-0420.12 Eephation Bato O2/17/2.020 SIALLAI IUN UtIAILA" EMBEDMENT: SEE TABLE A SHEET I EMBEDMENT: SEE TABLE A, SHEET I NOTES: EDGE DISTANCE: EDGE DISTANCE: EDGE DISTANCE: T. ALL DIMENSIONS CONCRETE CONCRETE SEETABLEASHEETI CONCRETE SEE TABLE A, SHEET I TABLEASHEEfi SHOWN ARE BASED PERTABLE A, SHEETI 2-7lIBPERTABLE 2-1116'• PERTABLE 2- 8" ON MIN. ALLOWED. A SHEET 1 A, SHEET 1 114- •DIAGONAL O.C. IS EXTERIOR •� i•, '•, .I� I MAX. �•� 'j- � ••I 'j- � •I• r MIN 4°(HEAD&SILL) a Tj 1 SHIM OR 6- (JAMS) SEE EMBEDMENT J 1/4• EXT5mw 1/4• Eaplp DETAILS, SHEETS BE TABLE A, M iv-, MAX. 10 & 11. SHEETI S M Y' SHIM OPERLY SECURED IX CONCRETE HORTYP., PROPERLY SECURED IX CONCRETE ANCHORTYP., PROPERLY SECURED IX CONCRETE ANCHOR TYP., D BUCK TYP., SEE SEEANCHO NOTES& WOOD BUCK TYP., SEE SEE ANCHOR NOTES& WOODBUCKTYP., SEE SEE ANCHOR NOTES& ANCH NOTE3,S I E EET1 ANCHOR NOTE 3, SHEET I TABLE A. SHEET ANCHOR NOTE 3, SHEET I TABLE A SHEET 2-TRACK D 3-TRACK FRAME HEAD 4-TRACK FRAME HEAD ETEINSTAL ION Bc CONCRETE INSTALLATION Ce CONCRETE INSTALLATION ® ® CONC EANCHOR TYP.. PROPERLY SECURED IX CONCRETE ANCHOR TYP., PROPERLY SECURED IX CONCRETE ANCHOR TYP., PROPERLY SECURED IX BE ANCHORNOTES& WOOD BUC .,SEE SEE ANCHOR NOTES& WOOD BUCK TYP., SEE SEE ANCHOR NOTES& WOOD BUCK TYP., SEE TABLE A, SHEET ANCHOR NOTE SHEETI TABLE A, SHEETI ANCHOR NOTE 3. SHEET I TABLE A, SHEET ANCHOR NOTE 3, SHEET SEE AN HOR S ANCHOR SEE ANCHOR n NOTES,S EST NOTE 6, NOTE 5. 1 (114' )� SHEET 1 SHEET 1 T (, MAX, 1 (1/4 MAX) 1 FXTE R 1 '. E RIOR .' MEMOR T•: ICE: CONCRETE E DISTANCE: CONCR EDGE CONCRETE EDGE DISTANCE: PER TABLE A, SHEETI SEET EA SHEETI PERTA LE SEETABLE TI PERTABLE SEE TABLE0. SHEETI EMBEDME :S LEA-6 i ASHE 1 A, SHEETI EMBEDMENPSEE TABLE A, SHEETIEMBEDMENT:SLE A. SHEETI 2-TRACK FRAME SI 3-TRACK FRAME SILL 4-TRACK FRAME SILL Dc ONCRETE INSTALLA N Ee CONCRETE INSTALLATION Fe CONCRETE INSTALLATION EMBEDMENT: SEE pRDDDDT REVISED TABLE A. SHEET a ptYYln9 with M. Flotl4a Beiltl(ng Cetle EMBEDMENT: SEE —�� EDGE DISTANCE: TABLE SHEET No".. 17-0420.12 A Exphallon Dale 02/17/2020 EDGE DISTANCE: PROPERLYSECURED SEE TABLE A, SEDIMENT. SEE -�1 CONCJCMU ANCHOR SEE TABLE A, SHEETI BUCKTE3, By " ABLEA,SHEETI - —J. TYP., SEE ANCHOR SHEETI EEANC BEE ANCHOR NOTE 3, mmm uet cnne.ol PROP RLY SECURED :: _ EDGE NOTES&TABLE'I SHEETI ,X W OD BUCK TVP., T TABLE SEE TABLE A SHEETI :. 2-1118^ SEEA CHOR NOTE 3, SHEETI CONCJCMU ANCHOR ;Y°, 2.1/16"' SHEET TYP., SEE ANCHOR CONC CMU ANCHOR -> 2-1R6" PROPERLY SECURED NOTES & TA13LE A. TYP: BEE ANCHOR 1%WOOD BUCK TYP.,—SHEETI CONCRETE NO ES BTABLE0. SEE ANCHOR NOTE 3; 4=' CONCRETE ORCMU t111111INt�� _ SHEETI Ex IOR CONCRETE SHEETI EXTEGDR PERTABLE :• PERTABLE `. d 4� qZ'�•"`•"' �� I OR CMU A. SHEET I FxiEwDR �1 A. SHEETI f A, SHEET 1 V •. a 1,WEN4•E' Q*; '•, 1/4' MAX. SHIM --.-I F.--- PER TABLE rt SHEET 1 V 1!4- MAX. SHIM � No. A. --41-+- 114' MAX SHIM 5670S - 2-TRACK FRAME JAMB 3-TRACK FRAME JAMB 4-TRACK FRAME JAMB CONCRETEICMU INSTALLATI N CONCRETEICMU INSTALLATION Ic CONCRETElCMU INSTALLATION ' 73 ••. I �= ome.° %O'•, s rYATEbINIXOGYMt°E K 4IIVKE.ft3IY5 ANCHORAGE DETAILS%ems''�.�ORIDP,.'�C�,� 11"�NAL16NG�. oavvn oxr. oFnurKnpAs SERIES 770 ALUM. SGD-LM IMPACT �a c xD nlnxcEs missxEE* �,°,�, A LYP.151NN RE .Iw'c imtmli .q`;,cn�"` sco-ng NTS 13 aTl PGT0130 C P.E85870.5 M70 INSTALLATION DETAILS FRAME REQUIREDAT L INSIDE POCKETS EMBEDMENT: SEE TO PREVENT WOOD FRAMING TABLE A, SHEETI P-HOOK MOUNTING ADAPTER WATER WOOD ANCHOR TYP., INFILTRATION o SEE ANCHOR NOTES EMBEDMENT: & TABLE A, SHEET I SEE TABLEA, (ALSO SEE TYP. SHEE71 ILLUSTRATION, SHEET 9) DISTANCE: SEE TABLE A. SHEETI EMBEDMENT: E%TnEN�OR o^«� CHORTYPV., 10R NOTES P-HOOK A. SHEETI CONCRETE OR ;0 SEE TYP. 2.893"MIN. CMU PER TABLE N, SHEET 9) EDGE DISTANCE A, SHEET 1 ®P-HOOK FOR USE WITH FLAT SILL RISERS Av PARTS 918, 020,922 OR #24. WOOD INSTALLATION EXTERIOR MOUNT SHOWN. (SEE TABLES IA, 2A& 3A MAY ALSO BE INSTALLED IN FOR WATER RATINGS) INTERIOR CONDITION METAL TYP., SEE ANCHOR P-HOOK MOUNTING CONCRETEOR NOTE 4, SHEET I: TABLE A, SHEETI TABLE A, SHEETI ADAPTER SMS CMU P,SHEETI MIN.OF3THREADS ANCHOR TYP.,SEE A. SHEETI BEYOND THE METAL ANCHOR NOTES SUBSTRATE &TABLE A.SHEETI EMBEDMENT: (ALSOSEE TYPSEE r-61G LLSTRATION, TABLEA EMBEDMENT: SHEETI SHEET 9)SEE TABLE A,DISTANCE: SEE SHEETI A. SHEETI P-HOOK SMS ANCHORTYP., / sxTERIOR SEE ANCHOR NO TES) &TABLE A, SHEET 1 PTEDGE pmaMIN. (ALSO SEE TYP. ILLUSTRATION, SHEET 9) DISTANCE P-HOOK FOR USE WITH BOX SILL RISERS w PARTS #19, #21,0230R#25 METAL INSTALLATION EXTERIOR (SEE TABLES IA. 2A&3A MOUNT FORWATERRATINGS) ONLY ISH)KBag60+ cERr. a=wnr.aaam NOTES: 1. ALL DIMENSIONS SHOWN ARE BASED 2.693'MIN. ON MIN. ALLOWED. EDGE DISTANCE 2. FIGURES ON THIS SHEETAREFOR CONCJCMU ILLUSTRATIVE ANCHOR TYP., SEE PURPOSES ONLY. SEE Zs ANCHOR NOTES& TABLEA, SHEETI FOR TABLE A, SHEETI ALLAPPROVED 1"',` '"-`'•^'' •��-:.;.. 1.114-MIN. EDGEDISTANCE SUBSTRATES. �':: v <'T..r . �F eXTFAOR 3. SEE TABES •�I,, SHEETS M FOR �.'y. :��." �•.�t `","• P-HOOK MOUNTING REQUIRED P-HOOK AFTER CONCJCMU AND P-HOOK I L��^.�t4•�-. ..:. ,'1'��•l ,�.(^'�? ANCHOR TYP., SEE MOUNTING ADAPTER +'• ' i7.'.'`.:': ANCHOR NOTES 8 TABLE ANCHOR QUANTITIES. SHEETI ALSO SEE E%AMPLE TABLE TABLLE A,SHEET I (ALSOS (ALSO SEE TYP. ON SHEET 9. ILLUSTRATION, SHEET 9) FOR USE WITH ANY SILL RISER ®P-HOOK Jn PARTS#18.#20,#22 OR#24. CONCRETEICMU INSTALLATION INTERIOR MOUNT SHOWN. (SEE TABLES IA, 2A&3A MAY ALSO BE INSTALLED IN FOR WATER RATINGS) EXTERIOR CONDITION P-HOOKMOUNTING EMBEDMENT: SEE ADAPTER CONCJCMU TABLE A, SHEETI ANCHOR TYP.. SEE ANCHOR NOTES 8 TABLE A, SHEETI (ALSOSEETYP. ILLUSTRATION, SHEET 9) PRODUCT REVISED PI))la9 w115 ma D.dda RB Dulitlin9 Cotlo NDA-No. 17-0420.12 Expimtlon Dal 2H712020 HHH r - ` 1-1/4" MIN. EDGE DISTANCE !� P4100K CONCJCMU / ANCHOR TYP., SEE) I EKTERIOR Tl ANCHOR NOTES & TABLE V A SHEET I 2.693' MIN. (ALSO SEE TYP. EDGE DISTANCE ILLUSTRATION, SHEET 9) 11111111111! (5 P-HOOKFOR USE 3 OH BOX SILL RISERS Kc PARTSARTS##19. #21. #230ft #25. �ou CONCRETE INSTALLATION EXTERIOR .•""".N IyOEN@"�/( � p��' P•'-..(C (SEE TABLES IA, 2A& 3A MOUNT FOR WATER RATINGS) ONLY '.FS+�......IOA.:,��2 1 _ ANCHORAGEDETAILS TRIES 770ALUM SGD - sOano NTS 1 14 +22 CONFIG. EXAMPLES HEADER DETAIL'A', SHEET 18; INSTALLATION DETAILS'AW &'Ac',- NOTES: SHEETS 12 & 13 1) SEE SHEET 17 FOR INDNIDUAL PANEL CONFIGURATIONS AS APPLICABLE. SEE DP/ANCHOR TABLES, SHEETS 6A FOR MAX. PANEL HEIGHT AND WIDTH. SEE SHEETS 18 & 19 FOR SECTION DETAILS AND SHEETS 12-14 FOR INSTALLATION DETAILS. 2) (1) LOCK (ITEMS 75 & 107-110) AT EACH LOCKSTILE, LOCKING INTO KEEPER (ITEM 103) AT FRAME JAMB OR ASTRAGAL. 3) PLEASE SEE APPLICABLE ASTRAGAL & INTERLOCK COMBINATIONS PER DPIANCHOR TABLES. SILL DETAIL -9, SHEET 18; INSTALLATION DETAILS 'DP &'Dc', SHEETS 12 & 13 MAX. UNIT -- WIDTH MAX. UNIT WIDTH MAX.4PANEL NOM. PANEL WIDTH DLOTYP. PER TABLES 1-3 WIDTH INTERIOR EXTERIOR PANEL PANEL 90' PANEL TYPE TYPE CORNER OETAIL'N2', TYPE as, 'AS' SHEETI9&CORNER 'A' ANCHORAGE SHEET 11 NOM. MAX. UNIT ;, PANEL MAX HEIGHT DLO PER INTER LOCK DETAIL 'M', SEE WIDTH TYP. PER HEIGHT TABLES SHEET 79 EXTERIOR INiEwOR NOTE2 TABLES 1.3 13 JAMB DETAIL'G3', SHEET X X 18; INSTALLATION DETAILS 'GW &'GC, SHEETS 12 & 13 90. DLO WIDTH = NOM. PANEL WIDTH.7 DLO HEIGHT =DOOR UNIT HEIGHT -10.125- EXAMPLE; 90' INSIDE CORNER, 4 PANELS-XX/XX PANEL HEIGHT =DOOR UNIT HEIGHT - 1.866' BTrzuChh"AL POLYISOBMI GuE WITIi DESICCANT PANEL CORNER FRAME CORNER DETAIL DETAIL Part# Description Material 124 Kornmeding 4SO TPS Spacer System 125 Quanm Super Spacer nXT with Hot Malt Butyl See this 128 Quan" Dumseel Spacer Sheet for Materials 127 Cardinal )a. Edge Spacer sTRUOrUFAL SIUCONE NOM. FOAM 1NTH DESICCANT M GLASS, t5 U/� OA- �� PRODUCT REVISED mp Ys coryrylnyy WithIM1" Florida INT. GLASS INr. GL16S Nna Cotlu OA-No. 17-0420.12 +zn KODISPACE 4SG TPS +zs SUPER SPACERGNXTa" E.1hamn D.I.V2117J2020 By AWMINUM Mluml-D ...at can ro REINFORCEMENT pOLYl50- DESIC0 .... ... �wlwtlOM. FOAM STAINLESS S7EEL - GLASs EXr. GLASS \\III II III rTt IM. IW GLASS 1p ,� No. Sa706 +�DURASEAL®SPACER +z, XL EDGE'"SPACER sR oa-nsnv c No rxawes TNrs sNEEr. Ican OFAM the ul (` ,—L, StKIt5770 RLUM. SGD-LMIMPACT "zniililil.+\` or�er ml mae i4Pi `��pl I a,rm ' w" aLvwI NnLER v£. _ JR iB1M4_crar „uwr,",a,n,n, sc0.no A7S 15 �Y1 P0T013t7 C P.Enswas CONFIG. EXAMPLES INTERLOCK DETAIL I FOR ALL DETAILS ON THISSHEET. SEE NOTES ON SHEET IS B DETAIL'G2', /ASTRAGAL HEADER DETAIL 'A, SHEET INSTALLATION DETAILS'L1' & 18; INSTALLATION DETAILS �W &'Gc', L2, SHEET 19 'AW &'Ae, SHEETS 12 & 13 HEETS 12 & 13 PANEL PANEL PANEL PANEL TYPE TYPE TYPE TYPE 'R' 'L' 'D' 'A' MA NOM. PANEL UN HEIC MAX. WIDTH TYP. PE PER SEE TAeI OLD TABLES 1-3NOTE2, 1-, HEIGHT SHEET IS a b a D DETAL'G3', SHEET 18; TAILS'GW &'Gd, SHEETS 12 & 13 -HEADER ^DETAIL 'A', SHEET 18; C T HT SILLDETAIL 1 '0'. SHEET ES 18; INSTALL DETA LS 'Da' & Dd, SHEET512 MAX. DLO SEE FRAME & MAX. UNIT WIDTH PANEL CORNER SILL DETAIL'D', SHEET 18; MAX. UNIT WIDTH CONSTRUCTION EXAMPLE: OXXX INSTALLATION DETAILS DETAILS SHEET IS 2( TRACK) 'DW& Dc'. SHEETS I2& 13 EXAMPLE: 90` OUTSIDE CORNER -XXIXX(2-TRACK) ASTRAGAL DETAILS'L7'& INTERLOCK DETAIL V. SHEET 19 JAMB DETAIL'11', SHEET 18, L2, SHEET 19. INSTALLATION DETAILS 'IV & 1 •-1 INTERLOCK DETAIL'M', SHEET 19 'Ic', SHEETS 12 & 13 �-/ ' 'HEADER DETAIL l - JAMBDETAIL-HZ', SHEET P-HOOKDETAIL'J'&'K',SHEET 'B', SHEET 18; , 18; INSTALLATION DETAILS 19; INSTALLATION DETAILS'JW, INSTALLATION JAMB DETAIL 12', SHEET 18; INSTALLATION TAILS 'HW & Vd, SHEETS 12 & 13 'J0','KW &'Kd, SHEET 14 DESHEE TS 12813 RW 8'Bc', DETAILS 8'Id, SHEETS 12 813 BHEE MAX UNIT WIDTH MAX UNIT WIDTH MAX HEI P TAI 1 I PANEL PANEL PANEL TYPE TYPE TYPE 2,�M. ,P TANG UNIT NOM. GHTPANEL-R / WIDTH TYP SEE PER 3 DLO NOTE 2, TABLES I-3 HEIGHT SHEET 15 j x O X ----- PANEL PANEL PANEL PANEL TYPE TYPE TYPE TYPE .M. 'R ,F' P. MA NOM. UN PANEL h HEIC A WIDTH TYP. // PE SEE MAX. PER TABI —NOTE 2, DLO TABLES I-3 1; SHEET 15 HEIGHT I ,� X 0 �Jllll. K T FIT R ES I JAMB DETAIL'GT, SHEET 18; INSTALLATION DETAILS GN &'Gd, SHEETS 12 & 13 INTERLOCKDETAIL M', SHEET 19 SW OUTSIDE CORNER DETAIL'N7', SHEET 19 & j IrnFJaoR EXTERIOR NOM. PANEL WIDTH TYP. PER TABLES UNITWIDTH 13 HEADER DETAIL- C', SHEET 18; INSTALLATION DETAILS 'CW &'Cc', SHEETS 12 & 13 PRODUCT REVISED ps wINthEu IM,17-0420.72 Erplmtio0ata02H712020 X T HT R ES I EXAMPLE:OXXXp SILL DETAIL 'E',SHEET IO;- EXAMPLE:XXXO SILL DETAILT',SHEETI8; (3-TRACK, RIGHT POCKET) INSTALLATION DETAILS (4-TRACK, BY-PASS) INSTALLATION DETAILS 'EW &'Ec; SHEETS 12 & 13 'PW &'FC', SHEETS 12 & 13 fmpTEnaNpcOcymx =.-.nx xv nn �0 EXAMPLEELEVATIONS IpfO�eo-rsm m..aemx. mvnrSERIES770ALUM. SGD-LMIMPACT s "j I NTS 1 16 , 22 1 PGTO130 *j No. 58705 O '•.� Iff (T PANEL'S RIGHT STILE TYPE PANEL SINGLE SINGLE pp m LOCKSTRE AB MGA AS PAGA N A.RTRAGAL INTWSNER EKTCORIER 6MMMER INi CORNER EM COP ER EIRCORNER IMCORNER TYPES INTERLOCK IMEIRIOLK ALE W/HANDLE BOx OUT BOX IN Box 0" WI HAN E CM INpW/HANDLE W/,UNdE W1pIWNOtE W/HANOI£ W/HANDLER WRECENER W/MANGLER Wf RANOLE136 R — —� —�� pt,a � , ,. W, a+ p1x 91 e0t ga B go "1 SINL0(auT= � F PP K L TR TQ TC TA TV TW SINGLE May- 8 E P A C C !C SQ Sc SA SV SW IN z Pmm tl�M s UE mir RR R IS S FD FC FV FW LOCKSIEE W/HANDLE D M J J ffimo00 f9m1At W i1 AB RFGN LR PANEL NOTES: } F- Wt10XO ASTRnoAL A! - 1. SEE DP TABLES I-3. SHEETS 6-8 FOR PANEL SIZES B DESIGN PRESSURE. BOXIN �V LEFT QINTERIOR RIGHT TYPES W WJwWOIE te�w 2 PANEL NOT SHOWN OR CROSSED OFF J_ (... ASRWGAL T PANEL U STILE 5T�M—ROft PANEL STILE ARE NOT REQUIRED FOR ANY CONFIGURATIONS AND ARE NOT AVAILABLE. .Box DOr maxnPn rtarna0 3.90° ASTRAGALS TO USE HEAVY-DUTY STILES F" LL AsrINGAl PANEL°E" SHOWN. SEE TABLE FOR OTHER PANELTYPESAND (961). CORNER RECEIVER (#118) AND EITHER EXTERIOR(#119) OR INTERIOR(#120)CORNER LLI Box iz APPLICABLE STILE/ASTRAGAL REQUIREMENTS. ASTRAGALS. J IM CORNER 90 LOCKSTII£ RT C� muw �T 4.135' ASTRAGALS TO USE HEAVY-DUTY STILES (#61)AND CORNERADOON (937). J Wf HnxE4,W W Z EXTCOUOR gO LOCXSTILE Q7 QS SILL RISERS OPTIONS d W/HANOLE p11 FMCORNER p6 W HANDLER W/IUNOLE p118 /� ( _ T V ^ / C V V 232 " EMER1� EMERIDR PRODUCT REVISED 232 EMEWOq /', .062' uaIldi., In Ith the Fio60a a \Y 9.ofi6' Guil N. CotlaW a 2� 00T' a3W' NOA-No. 17.0420.12 INTCORNER 001 T a Expimticn Data O2/17/2020 W,jg�R AT AS DF _ 1B EM CARrvEft I RECENEft CF T�= } L%FLUSH. IE 2 'FLAT• 2U SILL RISER FLAT BY Nla Pro0uct ontml BILL OMEDNRISER M3-1/4�• T 24 HIIGH 4°ER FLAT EXT CORNER 36 HANDLER WIHANDIE pg INTCORNER K11 VT WT VJ WS VF WF E%iER10R ��1 F^ .]50' EMS a .662' a R .TfiP EJRERIOR ~— •JSo' .W2 `t- 4.065 W,HAIIDLE %e 2.655' 3.386' 1111111111111 Q (O t9 •SILL �1 BOX RISER BSILL OX 25 HII�RIa ER. BOX ��.; Ma 58715 '� FLUSH,1.11T LOW,112'SE NOT VALID FOR WATER INFILTRATION RESISTANCE REQUIREMENTS, SEE SHEETS B-B FAO.•. s ��:•,'��` 1PMJEOWIXOGYDRNE PAN PANEL TYPES '��F`S+S';. �oRlon,: •G\c�\.` r'Jr��NgL $N1t`` JR 04060) ' C NO CHNYGEBTiIIG SHEET. SENT. L4'ABDA9SBAB SERIES 77O ALUM. SGD-LM IMPACT pyery. JR iWW4 M na is .utw+mwuom . °nwu'°c — — SGOJN NT9 17 122 n^I°w' A. LYNNWLLERM. PGTO130 C P.El6Fl0s ASSEMBLY DETAILS (SEE SHEETS 12.14 FOR FOR INSTALLATION DETAILS) IGIXTERIOR Gt 2-TRACK JAMB CLIP4105 W/ RETAINER 810E (SHOWN WITH FOXED PANELTO THE INTERIOR) H 2-TRACK JAMB CLIP #M OR 8105 W/ RETAINER 9123 (SHOWN WITH FIXED PANEL TO THE EXTERIOR) SHOWN WITH 2-TRACKW/SCREEN OPT. SCREEN A FRAME HEAD TRACK EXTFSU a 2-TRACK WISCREEN \,V FRAME SILL ITEM 61 SHOWN, ITEM 60 ALSO APPLICABLE, SEE TABLES 1.3. SHEETS "FOR OF (PSF) ASSOCIATED WITH STILE. 15 112 44 51 52 53 16 1]1 �EXIERIOR 108 RILLPANELJAMB LENGTH 60OR61 105 14 pG q RCAR1 17 G3 BO Ofl 61 2-TRACK JAMB 16 5 (SHOWN 5 SEE DETAIL GI WITH OPERABLE FORFIXED PANEL) so PANEL CLIP 705 as ISM OOK PAI� SEE DETAIL G2 13 F56107- 1ai FOR FIXED fi0 OR61 PANELCLIP 6 103 5 G4 ® 16 17 2-TRACK JAMB Ao OR 61 �E%IERIOR _T1 gIOR FI EXTERIOR W/SCREEN V V 3-TRACK JAMB 3-TRACK JAMB 4-TRACK JAMB ,,�� 4-TRACK JAMB H1 (SHOWN WITH ®(SHOWN WITH 11 (SHOWN WITH ".=.(SHOWN WITH OPERABLE PANEL) FIXED PANEL TO FIXED PANEL TO ��:✓J OPERABLE PANEL) THE EXTERIOR) THE INTERIOR) EEDETAILONSHEETIS 121 SEEDETAILONSHEETI5 5E 3-TRACK FRAMESILL LER7 ADMA1B290 IXTERIOR a G"u MAX. UNIT HEIGHTPER TABLES 1.3 4-TRACK F FRAME SILL 18 a 22 1 PG70129 PRODUCT REVISED p1Y9 wIN th. FIoNEo o 6u11J1n0 Ea NOA-N0. 17-0420.12 1i! No. 56705 'r P.E. ASSEMBLY DETAILS (SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) 0 41N mm 51 113 113 n 63 ^ n l°'1 30 T it 113 e fT. FJ(TERIOR EXTERIOR a �n E%TERIOR v - 113 10J 110,5ENTmo 0¢ STANDARD ASTRAGAL 7 HEAVY4DUTY8 SO- OUTSIDE CORNER Lt WITH STANDARD STILES460 — IsWITHRAGAL SSTILES 61 62T CKSHOWN EXTERIOR BOX ASTRAGAL SHOWN EXTERIOR BOX ASTRAGAL SHOWN (BOX -OUT) MAY ALSO B E INSTALLED (BOX -OUT) MAY ALSO BE INSTALLED TOWARDS INTERIOR (BOX -IN) TOWARDS INTERIOR (BOX -IN) INTERIOR V EXTERIIXt 135' INSIDE CORNER 2-TRACK SHOWN s135* OUTSIDE CORNER Ot 2-TRACKSHOWN N11 ERIOR NTERLOCK ' ITEM 61 (HEAVY STILE) SHOWN, ITEM 960 (STANDARD STILE)ALSOSO 90' INSIDE CORNER APPLICABLE, SEE TABLES N2 2-TRACK SHOWN 1'3, SHEETS 6-8 FOR DP (PSF) ASSOCIATED WTTH STILES. PRODUCT REVISED 00complyln8 M'IN the Fla11Yu BDA-N. Catlp 31 OOK PART 75 a 10711 Nap-Np. 17.0420.12 QINTINTERIOIt e.pira0on Dam 1712020 ♦ __ *;; No. 6870S m oaumn `°c rm mcwOEs nus sNEEr. cmr. o:AulN.rmas SERIES 770ALUM. SGD-LM IMPACT "T114 YAI 111�111` ✓R cafmq m+' p n+"bPGTO130 RC 0.LTPNN iM705,l—mimu I sno NTSa19 +22 RE Item PDT# PGT# Description 1 173M 617308 2--TRACK HFAD 2 imm 5173M 2-TRACKHEAJO B SCREENRAL 3 1 W 611309 3.TRACK HEAD 4 17312 817312 4TRACK HEAD 5 17314 BIM14 FRAME SCREW COVER 9 1731T 0IM17 FRAIAE HEADIA 49 AW-0N ' ] 17304 Simi 2-TRACK SLL 8 ITJ01 Simi 2TPAGK SLL WM SCREEN RAL 9 P3N 617307 STRACK BILL 10 U3f0 617310 4TRACK BILL 11 1TJ13 BIT313 FRAME SILL TRACK NSEl9T 12 1T315 0IM15 FRAME SILL SCREEN ADDON(SEE NOTE3) 13 Into Onto FWAB SLL SOWER END ADDON IBM NOSE 3) 14 17305 olmS 2.11RAKX JAMB 15 1730E 6I7392 2TRACK JAMB WITH SCREEN RAIL 16 into 01=1I 3-TFAGK.NMB 17 NJ11 01m11 4TRACKJAMB 1B Inu 61T322 SILL RISER -FIAT, FLUSH. 1-Vd 19 17.19 017310 SILL RISER - BOX FLUSH, 1-IR• 20 17321 BIT321 S"WSER-FLAT,L0W,2-U2' 21 11318 BIT318 SLLRISER-BOX LOW, 2-VY 22 1]355 611355 SLLNSER-FIAT, MFDUM, 3114' 2] 1T354 617851 SLLRISER-BOXMEOUM,341V 24 inn 01m23 SLLRISER-FlAT,lfSH,4' 25 17320 SIMS SLLRISLT4-BOX HUH,4• 20 17333 BIT333 POCKETPHOOX 27 70M 61010 NEOPRENE BULB MIFF FOR PN00K 28 J3 BIT334 POCKET PTOOK IAOUNT 29 It Sims P OKCOVER 30 17349 617349 POCXETPHOOKFORaOXRISER 31 17378 BIT37B 135 CORNER 32 17316 e1m78 135FDEOMOUNT REDS 4040ARE BCREEN PAR15: 40 4319 Dime jsCREm SDE RAIL-LOQKSIOE 41 TLOCKWGSK SCREEN LOOKSET 42 41818 SCREEN KEEPER SPACER SET 43 815E 66152 SCREEN ODER.00K ADAPTER 44 44M U428 SCREEN DOUBLE NIERLOGK 45 4317 61=55 SCPEFNTOPRAIL 48 43M 61M7 SCREEN BOTTOM RAL 47 us , TSRAZ ST/WOARO ROLLER 48 See TSRAX '6TANDARDROLLER-ST.STL 49 43" U344 SCREEN ASTRAGAL 50 11319 81I349 OM) SOIEENASTPAGALAUAPIER 51 189E 6169E SCREENSPLNE-AW 52 16m 6104 SCREEN SPLINE-.15P 53 B101U42D SCREEN CLUTI 51 1125 1@°X4• X11tAU.. BLOCK, NEOPRENE SS+Id 55 1728II'X4-XUlW SET. BLOCK, NEOPRENE 85+Jd Item DwGT# PGT# Description 0O LW5 I 6II'm PANELSTLE 61 17326 1 GIT326 JPANEL STILE NI VY DUTY) fit /7321 1 517327 INTERLOKMAOAPTOR 63 12251 M48 VWYL BULB WSTP.-THN SWISS INTERLOCK) 04 LIM 717N9 S8I END WI:ATEPST3P PAD 05 InM eI7326 NT IR-OCKSCIENCOVEi fi7 1T329 817329 ASTRAGAL 66 1T331 617339 HEAVY DUTY ASTRAGAL 09 IM24 017324 TOP S BOTTOM PAL 70 11,350 417350 WEATHERSTRIP E(TENSDN(INJECTION MOWED) 71 1695 71695 1-10 X1• X3r NOR FNSEAL DUSTPLU's ]2 815:1 78163K TANDEM ST. STL ROULMASSY. 73 aim 78153H TANDEM NYLON ROLLER ASSY. 74 SILICONE DOWd99, DOW495 OR GE -"GO 75 BIDS TAINX GEMNI MORTICE"LY DUAL LOCK WRDNO TRM PLATE 76 71030OFPF)( 0103E X T' FL SS SCREW WN T E•F'TP ' 71 7103239 10.1E GTEEL NNC UNLIT 79 T1351 ev:,57 VIO BEAD BB 11359 mmD 7116• BEAD I FWD PANEL at VMS SIM Ime. DEAD W 1224 6TP247K VNYL BULB IEATHERSTRP 83 61746 1T15 IDVVE Nq LT %1I18°BGL SIOE AOR TAPE, POLYEM. ICU 5052 4905E JWLLER Alm Rom PLUG ' lot � AMB BUMPER 102 169009E OU6T PLVA ISO also8WK '1°KEEPER 101 853lEEP SCIKEEN LOCKKEEPE0. 105 113143M iDED PANEL CLP-e•LONO 100 1135E35E FDED PANEL RETAWER-MI6 lOT 173939 HANDLE KW- HIEROR RABED WON RIUMO TJRN 108 1740740 KANOIEKG-RASEDEXIERIORHAND- 109 1731ZSN 16173M NANOLE KIT- RECESSED NIERIOR ITH TNUMB RIRN 110 113217s HAI4Ili p the XW4°PH.-PRTEK-S.S. 112 1235IG Yrs1P,.27U X.170-FIN SEAL 113 111286 .1"X23V FNSEAL114 15PP% AIOX1-Ud115 PT N0X1•Ito X1X 014-2OX1.9.S. 17 I12K 814-ZDX1-1I2'S.S. ' 11s 1TT333T 013336 0DDEGRREEOORNERRECENR Its B13 DEO90EETSDE CORNFRASTRAOAL 120 I733B B11T33B 90UEGRE"'SUSE CORNERASTMOAL 12J 1735E 61735E FOE-. PANELRETAINER 179• CERT. OFAD7N ae%N, NOTES: 1) ALL ALUMINUM = 6063-T6 2) ITEMS # 33.39, 5659, 66, 78, 8449, 121 8122 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. 3) USE OF #12 OR #13 REQUIRES MIN. #10 SMS OR 3116' MASONRY ANCHORS @ 24' MAX O.C. PRODUCT REVISED emp 10"IMI the Florida miBemB nao NOA-Na. 17-0420,12 expiration Date 02J17=20 No. M701 —v!. '^ AAYNNIA RrE JR 10110114 Dam marFemNn soo-ne NTS 20 a 22 _ _ pC9T0l30 C p.Eu59706 5.089' 8.682" ffi 0.080' i 211° 1.505° 0.0811, 02-TRACK HEAD m 4-TRACKSILL (6063-T6 AL) (6003-T6 AL) 8.198' 1.211' 0.081' O2-TRACK HEAD W/SCREEN TRACK (6063-T6 AL) Ip' 'pI 6.526° II II 1 r II 666" (j 1.50 ., O3-TRACKSILL (6063-T6AL) T.105" 8.221' 0.080" 1 271° L505' 0.081' 3O3-TRACK HEAD O%TRALL W/SCREE N TRACK (6063-T6AL) (6063-T6ACKSII 9.142" �0.0804,49• 1.50(01.2 11• T.4-RACK HEAD 2-TRACK SILLO(6063-TEAL) O(6063-T6AL) 1.514° 0.082' 7.C6Or 0.632° ' 1.516' OFRAME HEAD/JAMB SCREEN FRAME SILL SCREEN ADD-ON 1x A00-0N (6063-T6AL) (6063-T6AL) SEE SHEET 17 FOR SILL RISERS. NO ONANOES REQUIRES MIN. #10 SMS OR 3118-MASONRY ANCHORS ® 2V MAX. O.C. -- 0.060" 0.760" F 990" FRAME SILL SCREEN 13 ENO ADO -ON (6063-TEAL) REQUIRES MIN. #10 SMS OR 3/i6' MASONRY ANCHORS ® 24' MAX. O.C. L'FXT. OFPL))I. Amm SGo-"O 16 3-TRACKJAMB (6063-T6AL) 21 =r 22 1 872" -1 0.062° 1.019' 0.081" SCREEN I 40 STILE (6(63--T6 AL) 6.069" y 1.046' 1.883° 0.082" Ot4 2-TRACKJAMB as SCREEN (6063-T6AL) TOP RAIL (6063-T6AL) 17 4-TRACK JAMB (6003-T6 AL) 0.876' L 0.062" SCREEN 46 BOTTOM RAIL (6063-T6AL) PRODUCT REVISED ..O.ngt d. in with the FlarlEa No".. Coa 17-0420.12 Eaplrallon nato02/1712020 =vi :PO,p STA E O ) ) �i FS •'•iORIOA,.•' 111/11111111 A.LYNNMII ERRE p.E.4 BBN5 Qw N G m O O omR I� �alx ..yam w l"I w0n y0 yw V A a 0 m_ A 04 O w � Opp w o D� Y ark u =m , O o a _O O gS9� m A�9 SCANNED St. Lucie county County M® DADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES MER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) w .miamidade.eov/economy PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is appro as d� e and has been designed to comply with the Florida Building Code, including the igh Velocity Hurricane one: DESCRIPTION: S "es "PW7720A" Alum um Fixed Window — L.M.I. APPROVAL DOC : Drawin . MD-7720A.1, titled "Fixed Window Installation Guidelines", sheets 1 through 10 of 10, dated 04/12/13, with revision D dated 03/16/18, prepared by manufacturer, signed and scaled by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number . n a e e County Product Control Section. MISSILE IMPACT BATING: r e and Small Missile Impact Resistant LABELING: Each unit shall bear a perman nu acturces name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA# 17-0614.11 and consists of this page 1 and evidence pages E-1, E-2, E-3 and E-4, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MIAMI-DADE COUNTY 8�131i8 OAN0.18-0430005 irationDNary19,224 App Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 08-1112.09) 2. Drawing No. MD-720-820.1, titled "Fixed Window Installation Guidelines", sheets 1 through 11 of 11, dated 04/12/13, with revision C dated 06/06/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system, Duraseal® spacer system, Super Spacer® NXTTM spacer system and XL EdgeTM spacer system at insulated glass, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11116115, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idahnis Ortega, P.E. (Submitted under NOA No. 16-0629.14) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7212, dated 03/21/13, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No.13-0502.03) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-3835 and FTL-3850, dated 07/18/03 and 07/31/03 respectively, all signed and sealed by Joseph C. Chan, P.E. (Submitted under NOA No. 03-1105.01) Manuel Per z E. Product Control a ner NOA No. 18- 30.05 Expiration Date: February 19,2024 E-1 Approval Date: August23,2018 PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 51h Edition (2014) and FBC 6th Edition (2017), dated 09/15/17, 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. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayer" dated 06/25/15, expiring on 07/04/18. 3. TREMCO Part No. TR-14271E EPDM exterior glazing gasket complying with the following: a) ASTM C864 Specification for Dense Elastomeric Compression Seal Gaskets, Setting Blocks, and Spacers with Option II exceptions. b) ASTM D412 Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers - Tension of 1600 PSI. c) ASTM D395B Test Methods for Rubber Property - Compression Set for 22 HRS 158°F. d) ASTM D 624 Test Method for Tear Strength of Conventional Vulcanized Rubber and Thermoplastic Elastomers of 143 lb/in. Manuel Pere , E. Product Control E a ner NOA No. 18- 30.05 Expiration Date: February 19, 2024 E-2 Approval Date: August 23, 2018 PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to FBC 5` Edition (2014) and FBC 6" Edition (2017), dated 08/29/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated 06/09/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal No. 16-1372B issued by the Product Control Section, dated 11109116, signed by Manuel Perez, RE 4. Proposal No.16-0125 issued by the Product Control Section, dated 03/09/16, signed by Ishaq Chanda, P.E. 5. Laboratory compliance letter for Test Report No. FTL-7212, dated 03/21/13, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No.13-0502.03) 6. Laboratory compliance letter for Test Reports No. FTL-3835 and FTL-3850, dated 07/18/03 and 07/31/03 respectively, all signed and sealed by Joseph C. Chan, P.E. (Submitted under NOA No. 03-1105.01) G. OTHERS 1. Notice of Acceptance No. 16-0629.14, issued to PGT Industries for their Series "PW- 701/720/820" Aluminum Fixed Window — L.M.I." approved on 08/04/16 and expiring on 02/19/19. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. MD-7720A.1, titled "Fixed Window Installation Guidelines", sheets 1 through 10 of 10, dated 04/12/13, with revision D dated 03/16/18, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. Manuel ere Product Control Ex. . er NOA No. 18-0430.05 Expiration Date: February 19, 2024 E-3 Approval Date: August 23, 2018 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 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 7) Drop Load Test, per CPCS 16 CFR 1201 (Cat 11) and ANSI Z97.1 (400 foot-pound impact) along with marked -up drawings and installation diagram of a series PW7620/PW7720 aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-18-7763, dated 03/19/18, signed and sealed by Idalmis Ortega, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 6th Edition (2017), prepared by manufacturer, dated 04/19/18, signed and sealed by Anthony Lynn Miller, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (REP,) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-1114.14 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/18/18, expiring on 07/08/19. 2. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 12/28/17, expiring on 07/04/23. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 6" Edition (2017), dated April 20, 2018, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated April 20, 2018, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal No. 17-1508 issued by the Product Control Section, dated November 16, 2017, signed by Jorge Plasencia, P.E., Product Control Unit Supervisor. 1. Notice of Acceptance No. 17-0614.11, issued to PGT Industries, Inc. for their Series "PW-701/720/820" Aluminum Fixed Window — L.M.I., approved on 10/1 and expiring on 02/19/19. Manuel Perez . Product Control Exa NOA 1Vo. 18-0430.05 Expiration Date: February 19,2024 Approval Date: August 23, 2018 E-4 DESIGNED &TESTED HIGH VELMITY IN THE HVHZ, THE OUTBOARD LUTE (CAP) MUSTTEMPERED 3) FOR MASDNRY APPLICATIONS IN M[AMMDADE COUNTY. L MIAMI-DADE COUNTY "PROVED MASONRYANCHORS. MAI USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, CONCRETE MASONRY UNITS AND CONCRETE WITH MIN, KS ANCHOR TYPE 4)ALL WOOD BUCKS LESS THAN 1-12' THICKARE TO BE CC - HiUKVKUXH H,H.IXANQMSUDK9(WHENU ED)SHAU_ BE DESIGNED TO PROPERLY TRANSFER LOgDSTO THE UCTURE. L L WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSI IUTY OF THE ENGINEER, (EOR) OR ARCHITECTOF RECORD, (AOR). 12' MAX, O.C. 5) ANCHOR EMBEDMENT TO BASE MATE RNL GHALL BE BEY OWALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT r EMB MEW, NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERSO THE _ BY OTHERS AND IS BEYOND TH 1 S. ED AT EACH ANCHOR LOCATION LUSH TO THE SUBSTRATE. USE SHI r OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS 5-1 IMPOSED ON THEM BY THE WINDOW. T) DESIGN PRESSURES: A NEGATIVE DESIGN LOADS BASED ON STRUCTURAL/CYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM El300. B- POSITIVE DESIGN LOADS BASED ON WATERTEST PRESSURE, STRUCTURAL/CYCLE TEST PRESSURE. FRAME ANALYSISAND GLASS PERASTME1300. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN. ASD. 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOAOS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 3YIn%MESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD OUITATI.A FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO DISSIMILAR MATERIALS THAT COME INTO CONTACTENT OTHERDISSIMILAR BUILDING CO SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 9) REFERENCES: TEST REPORTS FTL-3835, 3850. ]212 & 18-7763; ELCO ULTRACON NOA; ELCO CRETEFLEX NOA; ANSVAF&PA NDS 49'TIP-TO-TIP WIDTH 48-BUCKWIDTH - 45-t/4-VISIBLE LIGHiWIOTH Y A 96' C - BUCK SHEET] HEIGHT L 1 1 - / 92,114' / VISIBLE 12OG. LIGHT 00 / HEIGHT )ITTTO P HE GRIT 12"Ml I.O.C. 6' J MAX. INSTALLATION, FLANGE ........ .... 6 INSTALLATION, EQUALIEG...,,,T INSTALLATION,INT.FINA..........8 INSTALLATION, INT. FIN B...........9 CORNER ASSEMBLY ............. ..... 10 EXTRUSION PROFILES .._.... ........ 10 PARTS LIST............. .._.... ......... ,....10 FORWOODCONSTRUCTION ANDALUMINUM DESIGN MANUAL. TABLE I: 10) THE 772DA SERIES WAS FORMERLY CALLED THE M11820 SERIES, CODES] STANDARDS USED: •201] FLORIDA BUILDING CODE (FBC), 6TH EDITION �ASTM E1300-09 •ANSIIAF&PA NOS-2015 FOR WOOD CONSTRUCTION -ALUMINUM DESIGN MANUAL, AOM4015 -AISISIMIP •AISC36040 FIGURE 1: / 1 Ir O.C. 1 /��f MA)(. ITO. MAX. / A%. / r TTP4 SI 8 1 ]/ib'Lami 18'An-.O911'PVB-y16'HG 2 2 3 1-1I18""Mi. IG OJIT T-T/1fi'AIT-3I16"An-.D90•PVB-WIT W) 3 2 4 1-1/16'Umi. IG 16'T-]ll6'Air yYly HS-.0W PVB-W16'HS 3 5 Tli6'Uni(&Id'An-.D9D'SG-y16"Ad) 4 a 7/1V UemI116•HS-.09T SO-NIF HS 5 ] 1-1116-15mL IG i6'T-]l1fi'Ain y1V An-.09F SG-ylfi'An a 8 1-0Iffi'leml lG ylB'T-INB•Atr-yt 6•HS-.097SG-y1fi'H$ 5 DESIGN PRESSURE RATING IMPACTRARNG VARIES, SEE SHEETS 26 LARGE &SMALL MISSILE IMPACT RESIGTANCE 40'BUCKWIDTH OSt/a'VISIBLE LIGHT WIDTH D. SHEET a ' C C E. SHEET G. SHEET! 9fi' I BUCK L —' -- HEIGHT 93.1/4' VISIBLE 1 /LIGHT HEEIGHIGH T T V mAI J O.C. I I 1 48'BUCKWIDTH - 1/4'ISIBSISLEVLE UCIHT_ I 5l F,SHEETB rMAX. �H_ SHEET 93-1/4' VISIBLE LIGHT HEIGHT 96, BUCK HEIGHT 2' MAX. J F, H 5' MA%, O.C. TYP. EQUAL -LEG FRAME TYP. FIN FRAME ELEVATION ELEVATION SHAPES AS SHOWN BELOWOR SIMILAR, MAY BE USED BY INSCRIBING THE SHAPE INA BLOCK AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 2 S. ANCHOR SPACING TO BE V MAX. FROM CORNERS ANO 1£"OC. MAX. FOR ALL CURVED FRAME MEMBERS, SEE FIGURE 1, THIS SHEET, 'MOTH--{ I— WIDTH � I —WIDTH —I I— MIN -^-I Ti -- i T i Ti i T i 1� 1�1�1IL C)'ll F— WIDTH ---{ F—WDTH—I I—rnDTH—I EIE 1D T� Tr x I x 1L— J 1L J W10TH--{ I— WIDTH +I I— WIDTH -H I- WIDTH — T� T --- - TF--- 'SG'=H(URARAY SENIRYG oS°INTERLAYER'BY KURARAYAMERRICI I. i ITT 11�I =L� PVB'='KURARAY TRg51FOL PVB INTERUYER'BY KURARAY AMERICA INC. 1 I 1 O E v O Y n = +Ion W Om w K ry D 0 Z LL oin r2 e LUUl HZv �� va oW� - O ZO Z pZm s O o 3 ¢ > LL O J F W W ® z Z wrys z s 3 F O 55 iO z z aiw O Q Qo w V W W Z H. X W IL 0 D allq osvn ouas Window Design Pressure (+/-, Pat) for Glass Type, Inn 514a,T le T II 6S7/8 73 ]!1 81 1BS 89 1 93 101 1 105 1 M112 +1.80 .I.81 .LB H-80 N-00 33 .Lao +/-BO .IAO •I-q ./-80 NA0 H.00 H.eo ./-B] ./-00 1 +/a +/-60 .480 +1-80 NAO •/-BO HAO N-80 H.80 •%79.0 +149A 3] +Ad0 +ADO .1AO +1A0 +/-80 HA9 H-]B.) a!-]!Y N75.1 +/.m !-RP +l-BO .IAO ./4W NAO .1-00 H-7$1 +1-] +l-TGS N4p.3 HA0.5 N-68.3 01 N-W HAO NAO +AAB H-)).2 H-i4.3 +718 +IAT.9 NA51 HA3A ./418 13 H-80 +IAU NA0 .An.4 +1.74.3 N-71.3 Nfi82 NA4.7 t6 HAL597 ./-%,a +/A9P F 45 .L00 N49J .48.9 ./45A +/421 /mm9 ./AS.fi NA2.2 a 07 H-80 -/m a1-77.2 +I-73S a/.T91 H-0B8 .I.6S H4O.3 F 49 +IAO +1-793 N458 H-71.B rL60.J rA64.e +A01.5 n 51 ./-W H.77.5 +/-74.1 N40.3 +I451 .1-0.1 +/-59.7 SJ +14st +I-75.8 +1-72.4 +/-fi8.d +/45.1 ./A1.5 t 55 N-77.4 +1- 8 N-fi.5 +/.67.3 NA3.5 Y 5) W-758 H-R +/iUS HA53 59 N-742 N-70.3 .FHB e1 H-727 +1A 7 NAS 6J W-71 2-1 if fi5 +IA9.7 +I-65.5 6 NA8.3 NA] rvu- nrvu cUUlu Lcu WINUUM/S, SUOIKAGI 1-1-H0M THE TIP-TD41P DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FlND THE SMALLEST WINDOW SIZE IN THE TABLEABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FG WITHIN. TABLES: Window design Pressure (+/-, psfl for Glass Type 3 Long Sloe, bP in 6&7/8 73 'T B1 BS 83 97 101 1% 110.112 31 +/AO •/AO +/AO +/AO +/4q +1A01 HAo I.1-dO N-an I ./AO aIAD m +IAU +/ W +1A0 NAO •lAO +lAO +/A 1 .1-80 +1-BD HAO NAIL 3S .1-af) +FBO +IAn •/Ap .IAO H-80 •/ADI NAO +1-80 +/AO +/AO 37 a/-80 •/AO alAO I +/AD I./-BO .1A3 NAp .1-80 N-BO ./AO 99 +/-EO N.BO H-W HAO N-BO +IAO N4W a/-ep H-79.4 ./-76A +1448 41 +I-80 N-80 +1p0p +IAO if HAO +/AO +176.7 +L13S +/.70.9 ♦-89 43 H-BO +/-80 +/AO +/AO +/-80 Nd] 1/-73,1 +IA9.8 H-Bd.B aLB52 e45 +/-99 N-d0 H-80 NAa HAO N-77.6 •1-74,1 +1-70.3 N47.5 +/A3.9 47 N-W N-BO ./-80 •/-80 1 ./-792 +/-75.4 +471.1 +l-6B.1 -, 5Sl F 49 H-00 •/Ap +1A0 •1.1W 1 a/-771 N-73.3 ./49.5 a/.65d 51 ./-W .480 +140 N-79A +145.3 H-01.3 W..5 y 53 +ran +l-03 •%BO H-77.7 +/-73.5 +IA9.5 Y 55 .l-W NAD N-TB.6 ./-TB N-71.0 Y 5] •/-BO N-BO +A77.5 N.738 59 H-BO •/-794 H454 81 H-W 4/-77.8 +3535 +/45d BS H48.0 +I-74 e7 .1-n.2 __fi6)M +474.0 rvu rlry Ar+U tVUAL LtV WIxW W5, SUB3NAGT 1'FR0M THETIP-T6TP DIMENSION IN THERSIIEDETERMINE THE WINDOW S¢E 2) FOR SIZES NOT SHOWN, ROUND FIND THE NEXT AVAILABLE WSIZE IRLONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS , FIND THE SMALLEST WINDOW SIZE IN THETABLEABOVE WHICH THE 0VERPIL DIMENSIONS COMPLETELY FIT WTHIN. )116'LAMINATED ��1 L� GUISS STACK I I STRENGTHENEDGLASS �f-I-- LONG SIDE SHORT 510E L J� LONGSIDE vl SHORT 510Ele L TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. lA1I ' NOM. GLASS STACK GLASS STACKED GLASS STACK Y16-HEAT 3116-TEMPERED GLASS STRENGTHENEDGIASS V16'ANNEALEDGLASS 7116"AIR SPACE .090"PVB SHORT 11 INTERIAYER SIDE 5 SIB' GLASS SITE J LONG SIDE Od E%TERIOR 21 ,J GLASS TYPE 3 'I SHORT -1 S1DE i m Y ❑ > ❑N ? N alo0 Q U' N Jm i¢ 113 n O Z W b U z J 4a unvi0 i Uj+- c W ❑ w2so .0 O a (7 '!NO 0 Ul .� o o Z m o 0O F g W J LL O J Q ¢ N ® $ N F W !!LS p N UJ Z Q Z M >n>5 O D. N w W X Z _U' cn O W $ LL ❑ a. ell•I '>sa0 aaua5 11 ENV LYN/y"'!,, . LCENS * No.58705 %POD ST TEF ;•T(/�: A LYNN MILLER PE. RE, 5870 Window Design Pressure (•/-, psf) for Glass Types R 8.4 Lo Side Ti WTI in 31 33 35 3] 39 41 6&]IB H-80 HAO *680 H-30 r/-00 +/.80 ]3 N-80 N-BD H-BD a1.80 a/.80 +/-80 n H.80 +/410 NAO r1.80 +1-60 +/AO 81 H-80 a/-80 N-80 +I-BO H80 . a/80 85 H-W +/-80 N-W N-BD a/-80 +/-80 89 I al-W +1-80 +/.B0 al -BD +b80 H. 83 1 a/-BO +faD +/.8D +/-80 +1-80 +1-80 W a680 al.BO H-80 +L80 N-80 +/.BO 101 +1-80 M-BO +LBO a1-80 N-60 +LSD 105 +/-W +!-� +1-80 a/-80 r/.80 ♦/.80 110.112 H.80 aLAO +I -BD NBO N.80 +b80 113 H-BD HAO H-80 +L60 +/-80 N-B0 117 H-80 a1-80 N-W al-g0 a1-80 121 +L80 +/-80 ♦/-80 a/.B9 HAO 1 125 N-00 a/-BO H-80 +480 1 129 H-BO aI.BO +L80 +L80 1 133 a1-00 .I-BO a1.80 131 +l-BO +I.BO 141 N-80 +14b 146 ./-80 +1410 ' 43 +I.80 +L80 +1410 +l-80 a/.BD +1-80 an +480 •/.B0 +I.80 +1-80 +1-60 F 45 +/.80 +1-80 N-BD WB0 -BD +/-Su +/-80 +/-BD N.BD +I410 4T +/.BD +L80 H-00 +1-80 + 1-80 +/-p +8 F 49 +1-80 +1-BD +1-80 +/.BD +L80 +1-EO +f-80 +/AO 51 N-60 +l-BO +I410 +1.8p +/-80 I M-W 1 +1-80 a'T 53 +l-BO H-80 •/-80 H-Bo al-� Hd9.1 S 55 +L80 +Lep a/-80 +/-80 a/4B8 ,ji Sr N-BO aIAO 41-80 N.]9.1 59 +1-00 +1-80 +Id0 61 M-80 #1-BD H-T9.3 63 +1.80 +1.80 65 N-60 +/.Bp M] +/.BD 1)TIP4O-TIP DIMENSIONS 9H0wNmR wTFr:Rnl v _ n .. FOR SIZES NOT SHOWN, ROUND UP TO THE NE%TAVAIL WINDOW W SIZE I R LONG BLE AB ON. J) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE MICR THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 1-1/16"NOM.I ]/16"LAMINATED GLASS STACK 7/1V" IVIINATED GLASS STACK I ; II~ GLASS STACK .090"PVB INTERIAYER L16"TEMPEREDGIASS 3/16' HEAT STRENGTHENED GLASS 3116" HEAT 3116" HEAT STRENGTHENED GLASS 3116" HEAT STRENGTHENED GLASS STRENGTHENED GLASS ]116"AIRSPACE .090"PVB INIERIAYER 4 5 8" 5 GLASS BITE SIB' .-. GLASS SITE EXTERIOR a GLASS TYPE 2 EXTERIOR a GLASS TYPE 4 TABLEDIMENSIONS MAY BE T ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. LONG SIDE +- LONG SIDE III SHORT I 1 SIDE L -_I SHORT I _ -I HIDE F �- LONG SIDE ---� SHORT SIDE L NO CHANGES THIS SHEET > - a 3 •=a o a O ? in =T. +mo p Q ov as W AD n 0 2LL� �i �'°0 UUo o W _O IW- W V ~x ^ry a o>�_ 7 C O N F g J W JM Q LL 0 Q F R m N W I=+vs 2t p N Z Q Z K aiu.5 O D N U U) W Z 7 K W SC W o a +uy '+xap sava5 ,.L GNY LYNIy /•, `\CENSF N<1. i Q� .� No.587D5 vd T N IS ��T'. T OF rV %i(0S�PC0RIDN...6��: A. LYNN IAILIER. PE TABLE 5: Window DosigA Pressure (BI-, "f) for Glass TIP m -m-T soon nn m E67/0 )3 ]] M.yd Bb IN 89 01 1 10b I1W 110-1I9 reB/.1W • rm.1R]s •m4'H1 •md180 •Ad.110.b •m-ItiS .m. 1 +Bw.1065 • .1mJ +8Q'.1W.8 reW-100.5 rmgdS B .m-0R8.1 W-O.S +m.130 +m.H15 •m.1RB •Bw-111 .BdgW.6 +BO/.IOd.S +90/.B)] +mml +BW.BIB +9d.Bd.1 <t •mA10.1 .m.1155 +m.tOL9 •Bd.1B5R •Wl.ln] .9d-1m5 rBN-BID +9N. g3 gAB.6 +bBB d.b05 +/.BB q •Bd-IHb +m IN's rm.10].5 •Ayd[Bl +m-m6 +BY-R5.] +(W-92B r/.831 +F85.8 H-B] N.B1A N.WA r1.80.1 OS •mdm] "-IM95 +W.VIA rm.Bl.t +m-N9 +m.Bl +FB].9 +.-0p.1 +l-al1 • ]9.] /- r/.]]e Hde.t Ng5.9 6] S +W-0dd •W.89.B +W.05] +W-B19 +W.18 B •/.B)9 F ♦ 89.8 /.91 +I-)O.B N-]5] N.Ip.] •I-]2] N.]] d8 +W.101.1 •W-0) +W.920 +W.90B /. +F]JB N.T.) H.696 H39.9 F 51 +m.B8.1 +W-Bd.t +W-W.t H-eB2 4857 N.OR NgB.I +I.M3 H.T].8 +/.T.3 N-0BB •l-&B rIA5.0 9 IS rW.953 .W-BLt N-0]A •1d5.0 •1.53.] H.B] WD N.]d.l yAl.] HLB] +IE6.] +/-6A *-0 2 F 55 N 58 +W.93.6 +I499 Hd].1 +/-052 NAS] +/.bB.e N-...3 11-01.8 1-]B •.] +/412B "Wre N-?SA N-81A N-]B •f.a N-]&1 +/-70.2 •1)1 .. N-)3 +/.]1.1 +A]1.9 Nd99 +/E].9 +Fe9.1 N-80.0 +/.61.9 N-06.d Nd1.1 +/d2.2 +/-05B N-019 #1EM3 r/E19 N_Wl N41.2 C 6t N.SLB N-0O.B +I-I).e +I402 +/d16 Ud1.I +1fi9 +/6`.B q-82B HbBe p� 8] Nffi5 N.)B.9 H-14.8 11-111 +I -]IA N-634 +M05 N82.9 /`V. 85 +Ifs.] y.P N.]AB •I.T13 N-]pA r/-B].3 +/$IA +/-02 e] +/-]B Hd53 rFR] •L]0.2 N.fied +/-613 +Lb2d 54]9 W]l.] N-0SB N.>0 •IbNS N-W8 +IA13 ry41.1 T3 .-70 .l-Nz +120s ./-0le affie .FSBs ]63Id ./.BB.S N-04.e .rats +G0.9 . ... . _ ... _....�..............._....., „.--.........m nim c-"" IRO. IME I IY-IU-I IF DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. l) FOR SIZES NOT SHOWN, ROUND UPTO THE NEXT AVAILABLE SHORTOR LONG DIMENSION. 31 FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLEABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN I TABLES: Window OOeign PreB9plo (B/� paR for GIBSB Type ) 58b N 1t1tC15 ]J...B 12W019 11G105] +mIB +m131 IV ...IV .m1 . .2130 +9w13 .m-IB u. . m.19 Im J] .m.13 .m.1b a9 wnb 1b91Bp5 1]00 .++.r+emm9+0m1111-B- .++rWmm+NBmW-W---0A1119.91W058 +rrrr+8WmrPoW9/AI'.l.---B11tW86I2O1 .K•+mrNWBd8B.IwI--0N..11OA.)01@dB ++•....+mmWmbmmmw1--. 1 +r♦+rr+..mm1WmWBsWWw1y.-...-0..-1I-WW9 3B +B.10 -N w-1N •rmBm.1115.0 +BB.1]]5 +m125.0 .W121. 1B4&0Le.]d.3R5I 919JBJ.Bop39S..] dl +m-1" +W.115 .m-1Bd rW.1116 ..++•+Wmm9BBWddB-----.I11WB0Bz1 ++Wm41N90J .rmW-.11Ri1..5 ••m.d.111 .+•.99mvNwdB..101 92213] d5 +m-122BW +9w3W.N r+.WmWBg.-S9Nu W-10B 3.. 331 p] dm11,12 .W/dr. +mg13] +.111.1 reAPo.l 0.oB.63 100553.. 1. A 51 +m.11nB +Od.1008 .m.1Po.3 .9W.1 W.a .m-IOIB +m-10R] +m.990 rBd-1W .ewA9.B +m.05.9 .m-e].] .9N-01.8 +/.89J •/d8.> •/.¢83 N.AB r8N-813 rb0/.035 +001-Bn5 +BW-e1 N.)]0 N-]II] +F]5A N->).B H-)I.b u1 A +W-107.7 +W.I..B •II IG .6d.m] •6W Bp.1 .m-PoA H-0] •Bw-B 3.) +W-Bp8 N-P.] N-10.8 N-]23 N.)1A S 55 -IMm5 +Ow-890 +BW.BS] .m.937 .W.Bfe N-008 +bN2C,0 +Wdf9 +l.)&1 HgS.t ./-]'e.t N89.0 •/ffiI a� 57 +WA025 +9w.Wp +m-OZ5 +W-01 N-B9J +m.00.1 +Bdd3.d N-]B.B +Ig30 •FR.S N-09.B NG].B 59 .m.9B5 +8N-9].5 +/.BO +ABBS +8w-09.B •Pa/-838 .Bd80.] J-)B.] ./.]9J 81 +mA9B +BwA1J +/-0].] +W-BB] +m.Od.J +0N'-01 q-T!B V-]l5 +IJI N{0] W .W.0 2 NdAI +m.0d.3 +BNA2.] I+mEO) H.P.3 +4H N.T +IEBB CS •m.812 .FW +m-0J3 +m-0tB +l-]BB +/-i8.1 Hg2B +/d0 fl +I29] .m.0.5 +m-01 .1.79p K)LJ A. *AM TJ +m.B3R NVBd +FIS.I H-II2 ./dt N%p rn..m iry mmervslDNm Ina TABLE TO DETERMINE THE WINDOW PRE. 31 FOR SIZES NOT URAL WINDOWS. UPTO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 31 FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THETABLE A9OVE WHICH THE OVEMLL DIMENSIONS COMPLETELY FIT WITHIN. ED GLASS 3l 4"ANN�EDG�S BOE LONGSIDE T_ EXTSHORT SIDE GLASS TYPES f-- LONG SIDE _H T_= SHORT S1DE L ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. 1-111WNOM. GLASS STACK ��3 7118" LAMINATED .G GLASS STACK P WIVTEMP4SPACE NNEALEDGM ANNEALED GLASS 711' SG INTERLAYER SHORT SIDEARE 1. IDEONG SIDEEX ER GLASS TYPE 7 1 SHORT 510E ,( LYN ]/] O N CEN , 1 t1 . SF N., 58705 ALYNNMILLER.PE Window Design Pressure (+/- psQ for Glees Types 6 & 8 Lag Side, Tl IDTI III WIT ID 1 Tl 1 ]8-316 B1 BS 99 1 03 1 9] 101 105 109 110.112 113 11] 121 +N-13 N0 N-1N +9N.30 .0-130 . a9N-130 aWg135 33 +N-1 +0-IW .0130 W.130 4..-5 aN-10 +N-10 +901-0 ,N.130 ♦N.130 .B-130 +W.IW W-I" +91-13 311111000000 37 aN-0 +NIM aN130 +N-130 W-130 +N-10 +N-130 +W.IW .IW 000000 39 +N.30 +N-130 -I +WW +N130aN-1?0 +N-130.9N90 +N-130 41 +N130 +9N-10 M.130N0N3 -- +,..+a+e998099NN0NNN012911111f +aa+,a8988BgNNNN14014'-0- 43 .9N-10 N-13 +901-10 s"m ,+9W0'---113300 a+99wNN--.1lib3m0 a+Maa+.8880890NNNdN13'---4--7 45 ]13]311133000D00000D aa..+a+a,Ba9g8B999Nrv0NNNWWN'---.-----1111I111t a+.+a+,,B8B99BByyW0NdNNN11---..---nt11111111333J1o0000000p aN- -110 13113110 +8.1t111 N-130 N-IM +N-IW aN-130 +0I. +N-130 +W.IW W.Im +9-13 1 13333IDt000000 1111t .N-130 t3 aN-13 .130 ry.13 .p-10 N30 N-10 9 +9N-130 aa-10 -t3 aN.130 .N0 .N3d .Na .O51 nl111111]133333o0000000 .,a.a+a,,a6BD69999g9NNryyNNNNNN.n.------ ..aa+a+a+89BB99999NNND0NNN0I'1-..------ 1n1111111113333330o0000000 10 N.nO41 W130 WA-0 13 +N]0 , .+a+o99aN0NN/---0-1113333o000 .Ba+999aN0E---t11233B00 .aa9e9aN0/.--n1151330p0 ,a++8999NNN01-.--n11133300000 ti1111111 ,.+a++a++8&Be999B9NN1NN0NNyK/-.-------n1111n1111J333t1oD0000000 5] .0-0 / 13a W.Im .N-lb am W.12.1.v-1t0 . .N-1to .W-ti +..ai++,+80899B9990NNNNN0p111--------.nn111i1133JJ3foD000000 13]311113no000000D 55 N10 aN-13 a9c130 +0.W-18.1 a6D/-110 YNo N0 8N- ,100 .8W4ID .a99WNN--4.11333000 a++g9M.-U11330pD N-10 aN.In .89.a.u9 a8 e Nt0 +,.,+,,+,+BB9999999NNNNNNNN---.-- 5s3]91 +W-130 89.51-9 aN4ID +. N --110 fit .9N43p a9N-191 S9N-129. +801-110 .M.110 +BNd10 +001-110 +SwAlo a801410 +W-110 83 .9N-03p i9N-1J0 +BN410 +8N-110 .801-110 +O01410 +801.110 +801410 +8N410 fi5 a9N-130 a9y4J0 ,SN-110 a8N-1f0 +W.110 +W-110 +W1.110 a8N-Ilo 6T a9N-130 1BN410 .8N-110 +eN-110 a8N410 +BN-11n -ml-li0 eb]IB +90/-130 +001.110 +BN-110 +wl-11D a0N410 +BN-t10 +BN-110 ]3 +BN410 +BN410 +0-110 +8N-t10 +W-110 I +BN-110 T] ,BN-1f0 ,BN410 ,831-110 +BN-110 &N4 a8N-110 aeN410 +9N-510 +80W.110 11 TIP-TlrIP DIMFuslnus 94. r ��,,,...,...., .,..,...... f...... _.._� 2) FOR SIZES NOT SHOWN, ROUNDUP TO I HNEXTAVAILABLE W SO R LONG DIMENSION. ]) FORARCHRECTURALW1NDOWS, FlNO MEE SMALLEST WINDOW SRE N ME TABLEASOVE WHICH ME OVER]LLL DIMENSIONS COMPLETELY FIT WffHIN. 1-1116-NOM. 7I16'LAMINATEO GLASS STACK 7I16'LAMINATED GLASS STACK GLASS STACK 311W HEAT STRENGTHENED GLASS EXTERIOR a GLASS TYPE 6 Y9- 5 GLASS SITE 6 GLASS BITE EXTERIOR a GLASS TYPE 8 TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. LONG SIDE GLASS - LONG SIDE !/ 1 )GLASS T— Y 1 SHORT SIDE L _I SHORT I_ �l 310E r -� F+— LONGSIDE �I SHORT SIDE JL I LONG SIDE 1 SHORT I_ SIDE I— JR- 03I1CV1R -UPDATED .. VALUESANDSIZES. h W to Y O > 1'j 3 '•a O cqa `c O +WO N Q (7 N i,S O — J� rc W w n n zLLO 6 Z .wed =Wrote W UUd as � F Z c W O axD O OZm O P J Q W J Q lL O N ® � N Z W 0 I+•es p W Z Q Z alw5 LL O Q. N O W Z e X W S LL 0 LL No. 58705 p ' [a A OF (V . F(ORIDN..01VA1 LNG`` / A LYNN MILLER. PE 2X WOOD BUCKSTRIP EDGE OR FRAMING, SEE DISTANCE NOTE 2, THIS SHEET INSTALLATION TYPE A WIBNLICK DOW I EXTERIOR HEIGHT TIP-TO`TIP WINDOW HEIGHT VISIBLE LIGHT MEIGHT= WINDOW BUCK HEIGHT- 2J 4' L x1f z`'oL TYP.ANCHORTYPE, EMBEDMENT AND EDGE INSTALLATION DISTANCE PER SUBSTRATE, SEE TABLE 8, THIS SHEET TYPEC EMBEDMEM 1X WOOD Imo.. 1/4" MAX SHIM SEE NOTE 2, EMBEDMENT T I 1 ,ER TYDGEDI II EDGE TMCE SUBSTRATE PERRSHEET Ji—IL EDGE DIST G TABLE SEE TABLE B. THIS SHEET MAX /��114• 1 1 1 SHIM I - FO FDRauOF TERN.1 S @ 11 71W ° EXTERIOR AX. j •a CONCRETEICMU PERANCHOR I 4 VISIDLE LIGHT WIDTH= REQUIREMENT Y'�� NANDOW BUCK WIDTH -2-3b" WINDOW BUCK WIDTH — TIP-TO-TiP WINDOW WIDTH — INSTALLATION HORIZONTAL SECTION A -A METHOD D TABLE e: 1/6• MAX. SHIM S EXTERIOR uj STEEL SELF -DRILLING SMS(G5), SEE TABLE B, THIS SHEET MIAMI-DADE APPROVED MULLION (SEE SEPERATE NOA), ALUMINUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE STHIS SHEET INSTALLATION TYPE B EMBEDMENT S SHE SHEET •. EDGE DISTANCE CONCRBWXMU PERANCHOR REQUIREMENT Su .w Ds �e Mn. Ert✓rpmeM cl rew SauNem Rre SG=0.55 8/ffi' t-3I8' lY ANninian 6063TS mn. 3i8' 0.063" 12' 036 smel 18' OD O. • I? SReI Shd Gr Mmn. Sir OWT 18 Ga 12' (GS) FSS SOIMem Rne SG=055 B/16' i-NB' 1T ANIr9num 6053-Ts lnn. A36 Steal 3/8" o.p83•• IS 33 Mn 3�0" OW5' 18 Ga 12' lex U Wd CMU ASTMCBW 2.1/ Concren3ka COncreN min. 2.85 ksi 1..314'12" Concea emn. 2.85 ki 2-t12" 1-y8' IT Un roaktl CMU AS1M G90 2-1/2' 1-1/4" 12' BM651eel Ultracon CancreM rrvn. 3.5 ksi 1-1/4" 1-314` IT Gm CMU ASTMC9W 2-12' I i-we 1Z' WIt UTED CMU• VALUES MAY BE USED F00. GROUTED CMIIAPPLICATIONS. AUL HEA ALL HEADTYPESAPPLICABLE. f1X WDOO BUCKSTRIP, INSTALLAPONNOTES: SEE NOTE 2, THIS SHEET 1. USEONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEOMENTAND EDGE DISTANCE LIMITS. E:DME CONCRETE PERB ANCHOR 2. WOOD BUCKS DEPICTED ON THIS SHEET AS'1X',ARE BUCKSIM1MOSETOTAL REQUIREMENT THICKNESSISLESSTI NI-l2'.1XWOODBUCKSAREOPTIONALIFUNNCAN • BE INSTALLED DIRECTLY TO SOLID CONCRETE. MOD BUCKS DEPICTEDAS • '4X"ARE 1-10"THICK OR GREATER. INSTALLATION TO THE SUBSTRATEOF OGE WOOD BUCKS TO BE ENGINEERED SYOTHERS OR AS APPROVED BY INSTALLATION I` TYP. At TYPE, EMBEDMENT AUTHORITY HAVING JURISDICTION. DI TYPE B AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE B. THIS SHEET 3. FOR ATTACHMENT TO METAL: THE STRUCTURAL. MEMBER SHALL BE OF VERTICAL SECTION B-B SIZE TO PROVIDE FULL SUPPORTTO THE WINDOW FRAME. 4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOAAPPLIES TO WHOLE SYSTEM. Mabnel Am Fs Mn. F. SteN Screw 410Sorew WWIe1 Elm Utr8D01� 410 SS Ek CmIaReA &W�189.7 1ai6B83.15Akui . maiOr. 33 Steel Sw 1 > a 3 ^=a v O n o O o =/o0 t7 N z N 0 N u LL� XLLF U d o p O Fza O 0 �xo g�g oZm o Op g o J Q Z O m ma¢ ®s Z 3 F S 3 O J ¢ y Z Z Z aio 8 0 W o O W X (D 3 n li LL Q aryy asap noa5 21(MOD BUCKSTRIP OR FRAMING, SEE — NOTE 2, THIS SHEET INSTALLATION TYPE E WINDOW BUCK HEIGHT EDGE DISTANCE EXTERIOR VISIBLE LIGHT HEIGHT= WINDOW BUCK HEIGHT- 2-314° TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRAI SEE TABLE 9, THIS SHEET 1 EMBEDDMENT EDGE INSTALLATION TYPE G �'— EMBEDMENT y� 1/4-MAX SHIM •I 6 CONCRETEICMU PERANCHOR REQUIREMENT INSTALLATION TYPE H N 1l4• MAX SHIM 8 I EXTERIOR STEEL SELF -DRIVING SMS IDS). SEE TABLE 0, THIS SHEET MIAMI-DARE APPROVED MULLION (SEE SEPERATE NOA), ALUMINUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE %,THIS SHEET SHIM INSTALLATION TYPE F TYP. ANCHOR TYPE, EMBEOMENTAND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 9, THIS SHEET EMBEDMENT EDGE DISTANCE o �.• 1 IL U EXTERIOR 4 a,11 I VISIBLEUGHTWIDTH- 6 f WINDOWBUCKWIOTH-2-L ' WINDOW BUCK WIDTH HORIZONTAL SECTION C-C CONCRETEICMU PERANCHOR REQUIREMENT T4P1 G 4' ArrcMr 51®sham Mn. Edge Ue Mn EMIeOreM Mu O.C. Mt a M4410 SIB Sm SRIDErII Pim SGO. B/16' 13 IT Al° n �T5 3'8' 01W. 1T A385t i 318' DOS'Y° 1T SWel SW Dr. 33 e Nr 0.045 1sG )- 1T M2or A14SIalScl (GS) S.t0..Pina SG-0. 8116' 1-W IT � 6 T5 mi ASK Smel Ye' G'e" O.OST° o.tw. 1T 12, e l SW Or 33 rmn IwME CR4U AS1M G90 3'R' O.MS° 18 Gat - 1T 1/4'410SSCr.RR 24a' 1-1/4" 12' Concres Mn. 3.35 ksi 1' 1.Y4' IS, 1/4"Seel Utracon Contras mn, 2.B5 ksi 1' 1-No 17. Cannes mn. 2.B5 ksl 2-112'• I-YB" 12' rw�tl CMU ABRA 2-1/Y' 91V Steel Ultracon CorKres min. 36 ksi 1-1/4" 1-N4" 1T' Greufed CMU A TI§ 1-3/4' 1T' °IINGROUTEO CMU° VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. ALL HEAD TYPES APPLICABLE J_ INSTALLATION NOTES: T1XWOODBUCKS3RIP, 1. USE ONLYANCHORS LISTED ON THIS SHEET. FOLLOW EMSEDMENTAND SEENOTE2.THISSHEE3' EDGE DISTANCE LIMITS. 2. WOOD BUCKS DEPICTED ON THIS SHEET AS-W. ARE BUCKS MOSE TOTAL EMBEDMENT ' CONCRETEPER THICKNESS IS LESS THAN I-iR°. 1X WOOD BUCKS ARE OPTIONAL IF UNRCAN ANCHOR '- BE INSTALLED DIRECTLYTO SOLID CONCRETE. WOODBUCKSDERCTEDAS - REQUIREMENT °2X'ARE 1-112" THICK OR GREATER- INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS ORASAPPROVED BY - ° AUTHORITY HAVING JURISDICTON. INSTALLATION EDGE TYPEF DISTANCE—� TANCEMBEDMENT STRUCTURAL MEMBER SHALL BE OFA512E 3, FORATTACHMENTFMENTTOMETTO AND EDGEANCHDISTANCE AND EDGE DISTANCE PER TO PROVIDE FULL SUPPORTTO THE WINDOW FRAME. THE SUBSTRATE, SEE TABLE 9, THIS SHEET VERTICAL SECTION D-D LOWER SILESYSTPRESSURE FROM ETRIERWIN00WOR MULLION NOR- APPLIES TO WHOLE SYSTEM. Material Mn. Fr MR F. Steel Screw 92 ka1 120 ksi 410 Screw 90 ksi NOIEI Eso UtraCon9 155 ksi 177 ksi 410 SS Elco CreIeFIB)0 127A ksi I 789.71EI 6063T5Alum'num 16 ksi 22 ksi A36 Steel 36 ksi 58 W Gr. 33 Steel Stud 331EI 451Ei NO CHANGES THIS SHEET. FIN FRAMES ARE ONLY TO BE USED TYP.ANCHORTYPE, MWOOD BUCKSTRIP INSTALLATION WITH GLASS TYPES 14(PVB INSTALLATION EMBEDMENT AND EDGE EMBEDMENT OR FRAMING, SEE NOTE 2, THIS SHEET TYPE IN ERNYER), NOT TO BE USED WITH TYPE GLASS TYPES SA,(SGMTERLAYER). DISTANCE PER SUBSTRATE, EDGE SEE TABLE I0, THIS SHEET DISTANCE EDGE ��"111 SHIM EDGE EDGE DISTANCE INSTALLATIONLJ2 DISTANCE DRUCIP O 2x MOD BucKSTRIP O TVPEI OR FRA2XWOOMING SKEE OR FRAMING, SEE NOTE 2, THIS SHEET NOTE 2, THIS SHEET PRODUCT REV^SF➢�" Imm D L� 12 USED FOR ALL SIDES OF 8 ARCHITECTURAL EXTERIOR SHAPES @ 11-7/8' 29 D.G. MAX. WINDOW INSTALLATION BUCK HEIGHT ;ti; 1M• MAX. SHIM VISIBLE LIGHT 9 HEIGHT= WINDOW STEEL SELF -DRILLING BUCK SMS(05), SEE TABLE HEIGHT- 10. THIS SHEET 2.3/4• MIAMI.DADE APPROVED MULLION (SEE SEPERATE NOA), ALUMINUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE 10.THIS SHEET 21 6 2X WOOD BUCKSTRIP OR FRAMING, SEE NOTE 2, THIS r1N MAX KSHI SHIM INSTALLATION TYPE J O EDGE DISTANCE P. ANCHOR TYPE, EMBEDMENT EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 10. THIS SHEET VERTICAL SECTION F-F THISSHEET EMBEDMENT c ' ' NO CHANGES THIS SHEET. a EXTERIOR L/ L� VISIBLE WBUCLIGHT WIDTH - III WINDOW BUCK WIDTH-b3/a• 1 WINDOW BUCK WIDTH HORIZONTAL SECTION E-E Anchor Substrate Min. Edge OIALI e Max O.C. S acin 2-1/2" X.113" Box Nall Southern Pine SG=0.55 5/16" 5' 2-1112" x .131" Common Nail Southern Pine SG�0.551 318" 5" 242%. 45" Rcofina Nail Southern Pine SG:0.55 5"Scuthem x V Steel Screw (O5)• Pine SG0.55 5"#10 0.093'Aluninu 6063-TS lrin. ]IT S" 1116'A36 Steel 5" 0.045" 18 Ga Steel Stu Gr. 33 5" INSTALLATION NOTES 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. 2. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORTTO THE WINDOW FRAME. 3. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. Melend Mn. Fa Mn. F. Steel Screw B2lot IM MB 6D63TSAAvniwn IS Iml 22kel A36 Sleet I 36kM SBkel Gt.. 33 Steel Stud I MCI Zks W n y O o Ew N a tlla0 O U' Qu°yl JO m i ¢� W R' N r 2 Lis t- E W tu FHia O 'oN amo o W oZm p u g o Qm ® N z Z 3 O 5 Z Q Z J ala>5 o � F W O x z Z N LL LL 0. NSNMye * , No. 58705 O � OF ''/1S,/ONAL E\11 A. LYNN MILLER, RE P ER SR105 EDGE DISTANCE 2X WOOD BUCKSTRIP OR FRAMING, SEE NOTE 2, THIS SHEET INSTALLATION TYPE M EXTERIOR a WINDOW BUCK HEIGHT VISIBLE LIGHT HEIGHT - WINDOW BUCK HEIGHT- 2-sWa INSTALLATION TYPE NT } TYP. ANCHOR TYPE, { EMBED� MEW E114'MAX SHIM INSTALLATION TYPE M EMBEDMENT r---v4"MAx I/4'WU SHIM II S@11-AL 4iim 16„ EDGE DISTANCE La AAX. INSTALLATION EXTERIOR114, aMAX. SHIM eTHISSH� G E MIAMI-DADE APPROVED MULLION (SEE SEPERATE NOA), ALUMINUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE I I,THIS SHEET MAXSHIM FIN FRAMES ARE ONLYTO BE USED WITH GLASS TYPES 14 (PVB INTERIAYER), NOT TO BE USED WITH GLASS TYPES 5-B, (SG INTERLWER). INSTALLATION TYPE N 1X WOOD BUCKSTRIP, SEE NOTE 2, THIS SHEET NOTE 2, THIS SHEET TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE II, THIS SHEET VISIBLE LIGHT WIDTH= fff�� WINDOWBUCKWIDTH-2-3W WINDOW BUCK WIDTH HORIZONTAL SECTION G-G EMBEDMENT EDGE DISTANCE CONCRETEICMU� PERANCHOR REQUIREMENT EXTERIOR v Anchor Substrate Mn. Edge Oisbnce Min. BrbetlllBnt Max O.C. S acin #12or#14410 SS SGVw SD -hem Pine SG=0.55 9/16' 1-318" 62' Aluninum 6063-T5IYn. 3/8" 0.063"' 6.2" A38 Seel 3/8" 0.063" a 6.2" Steel Stud, Gr. 33 rrin, 3/8" D.O46' 18 Ga a 6.2" #12 or*14 Steel Screm,(G5) Soulhem Pine SO-0.5 9MW 1-3/8" 6.2" AMninu 6053-TS min. 3/8" 0.067' 6.2" A36 SN l 316" 0.063" ^ 6.2" Steel Stud, Gr. 33 Inn, 318" 03F j18 Ga • 6.2" 114" 410 SS CreteFlex routed CMU, (ASTM G-90 2.4/2" 1-114" 11.6" Concrete min.3.35ks1 1" 1-314" 11.6" 1/4" Stael Ultracon Concrete min. 2.85 ksi 1" 1-3/4" 11.6" Concrete min. 2.85 ksi 2-1/2" 1-318" 11.6" UngmuEd CMU TMC 2-1/2" 1 1-1/4" 11.8" &16' Steel Ultracon Cancreta mn. 3.5 ksi 1-1/4' 1 1-3/4' 11.6" Grout MU AMM c90 2-112" 1 1-314" 11.6" 1XWOODBUCKSTRIP, 'MIN.OF3THREADSBEYOND11EMETALSUBSTRATE. C� SEE NOTE 2, THIS SHEET "UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. ALL HEAD TYPES APPLICABLE. INSTALLATION NOTES: ' I. USE ONLY ANCHORS LISTED ON THIS SHEET, FOLLOW EMBEDMENTAND EDGE DISTANCE LIMITS. 2. WOOD BUCKS DEPICTED ON THIS SHEETAS "1X", ARE BUCKB WHOSE TOTAL THICKNESS IS LESS THAN I-1Q".1X WOOD - BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOODBUCKSDEPICTEDAS' 'ARE CONCRETE/CMU 1.IM-THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS ORAS PER ANCHOR EDGE REQUIREMENT DISTANCE APPROVEDBYAUTHORITYHAVINGJURISDICTION. 3. FOR ATTACHMENTTO METAL: THE STRUCTURAL MEMBER SHALL BE OFA SIZE TO PROVIDE FULL SUPPORTTO THE VERTICAL SECTION H-H WINDOWFRAME. 4, IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. *Wal Mn F, I Mn F. stw1 . .w 1M ktl 410 U. WMI naw EEo LM , Issw 1T]Hi 416 SS Eko C.Ro 9 1P 4kal 1m.T kN 6 TSAH nm 16w Mktl A38 Stmi %Wi 59I4 Or. 33 SHel SU 33Wi 45 Wi INO CHANGES THIS SHEET. n Y > y^aN In o O In O O OJ w m n 0 -4 o W Z se Z LL o _ W ua oi0 U U_d FZ 0 w Z Z o �Zw O f 5 LL F ®S z z m ZO D Z o w O W X Z Z n LL iL B ana -�aao :a,�aE ,•``�NY.LYNN 13GENSp P; A LYNN MILLER, P.E. RE58T06 1 FILE 12' Item PGT Perth Description Materiel 1 4253C I Flanged Frame Alum. 6063-T5 2 4285 Equal-teg Frame Alum. 6063-T5 3 4256 lIntegral Fin Frame Alum. 606345 4 4255 7116' Lams. Glass Beading Alum. 6063-T5 5 4254 I.G. Glass Beading Alum. 6063-T5 Be 4270 Installation Fastener Cow Alum. 606345 66 4224 Installation Fastener Cover for Curves Rigid PVC 8 4267 7116' Lama. Glass Beading br Curves Alum. 6063-T5 9 4269 I.G. Beading for Cunes Alum. 6063-TS 10 70589C Gasket (at 90° comer joints) Polyethylene 11 TP24718 Vinyl Bulb Weatherstrip FISK PVC. Dum. 65+/-1 12 61308K Fawn Beading Tape 13 Dow 791. 899. 995 or GE 7700 Backbedding Silicone 20 71652K Setting Black, Mono. 3116x 7/16' x 4' Neoprene, Dum. 85+1-1 21 71704AK Setting Black, I.G. 3116" x IJi32' x 4" Neoprene, Dum. 85+/-1 29 76X114FP 46 x 1-114" FH SMS (Cured Beading) Stainless Steel 30 781PQX 98 x 1' Quad PH SMS (Assembly) Stainless Steel 75 Kommeding Kodispace 4SG TPS See this Sheet for Materials 76 Quanex Super Spacer nXr 77 Quanex Dumseal Spacer 78 Cardinal XL Edge Spacer 2.)e4 2.T04 — 4' 09C' +ll�— par L ])5" ]T5" 8)5 L 1 1 .4t 600' ,439' S00' 438' La9o° —II 500' .050-'°°a' r.--�If 050°mm r .O50i00� azs' C r OFLANGE FRAME OEQUAL-LEG FRAME r I OFIN FRAME L9970'II� II��Lay� .306' t�'I.9970'LyF II��LHy� .316' .815" F�`y.875' 11 11 �� ,BTS U II 87T II II F— .05T �t�V IUI .MT .050° � (+ .ol'T IIII II`YI oso" tGL55 CGLASS OGBROFSrOOAER�O7116- LAMI CING URVES SILICONE HOT -MELT BUTYL STRUCNRAL POLYISO- IN'NOM. WIT BMLENEWITH STRUCTURAL DESICCANT SILICONE FOAM WI 1 IXT. GLASS OESICCANT EKT. GLASS INT. GLASS INT. GLA KODISPACE SUPER SPACER' l5 4SGTPS TS NKT Tx FIVEO EMBLY 90-CORNER FRAME ASSEMBLY 10ALLCORNERSTOUSE k1OR GASKET I ANDrOR SEALANT�/EQUAL-LEG FRAME EXERIORI / FRAME CANGE EQUAL-LEGFRAME TERIOR EXTERIOR EUDS IZ FLANGEFRPME (SHOWN)OROORNERKEYSAT 30 SCREW BOSSES, SEALANT ATALL CORNERS ALL CORNERS TO USE GASKET AND/OR SEALANT ALUMINUM pOLYISOBIfIYLENE DESICCANT FILL REINFORCEMEM SEAL WTNOM. NOM. SILICONE BUTYL& SH6'NOM. SEU. DESICCANT ROLL -FORMED FOAM STAIN LESS STEEL EXT. GLASS EKT GLASS INT. GLASS INT. GLASS SS ii DURASEALe XL EDGE1. ]9 SPACER SPACER .ASSEMBLY DETAILS FOR FIN FRAMES 90-CORNER FRAMEASSEMBLY ANGLEWCURVEO FRAME ASSEMBLY EXTERIOR i3 EXTERIOR 'Z] MITEREOPFUMEV INTERIOR k—IMD EXTERIOR FRAME VYE10S (SHOWN) OR CORNER KEYS AT SCREW BOSSES, SEALANT ATALL CORNERS FF-woCHANGES THIS SHEET. ILI J K a � 'Intl o Eo `a O Ni 'lop to O a (7 Y N 0 o i„ Z ^e b Z W C -7 W Hs VU_d u UJI F Z V N 0 W .. _ (7 W 0.0 z 0 W 5 0 0 J F Z O ® S Z ¢ r0 T vs O F FB O Z 5 Q Z aw5 Qo 0 g X WQ O UI W g O N LL on n SCANNED BY St. Lucie County MIAMIDADE _ MIAMI-DADECOUNTY a PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section tb 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 desc ' orida Building Code, including the elocity Hurricane Zone. DESCRIPTI N: Series "PGT" Clipped Extruded Aluminum Tube Mullion — L. APPROVAL Doc - esistant 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 by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature, If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 16-0218.03 and consists of this page 1 and evidence pages E-I and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge 7v Plasencia, P.E. MIAMFDAOE CWNTY NOA No. 17-0 Expiration Date: May 26, 2021 Ir7 Approva t ovember 09, 2017 Page 1 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 thm E-1), dated 02/28/11, and addendum letter dated 05/05/11, 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 Ste Edition (2014) and with FBC 61 Edition (2017), prepared by manufacturer, dated 08/29/17, signed and sealed by Anthony Lynn Miller, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. E-1 Jorge M. Plasencia, P.E. Pro 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-5'h 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, 7017 E-2 SUITABLE FOR ALL LOCATIONS REQUIRING NON -IMPACT OR LARGE AND SMALL MISSILE IMPACT -RESISTANT PRODUCTS FIGURE 1: MULTIPLE MULLIONS ii aFBDETUI( _� A TNFN O; B, / 1 BI�i9M 1\ _ I / N�uL tEN31X Pl. Gi:T. 1XORUWOCD FORTHE MUST BE ANCHORED PROPERLY TO TRANBFEH LUnw qx rva I ncMwmlr",ul-I— IDRI FoivBRnGtMuu--I MClo:s may 1 5@ 9 I IesovelnwsmE / Ao,cl6 E1cut7JY 2) WE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OFTHE MULLED UNITS MULLIONS RAVE BEEN TESTED AB'FREE-FLAATING'AND W NOT NEED TO BE DIRECTLYATTACNED TO THE MULLION CLIPS, BUT SHALL NOT HAVE A OAP OF MORE WAR 11VMOM THE CLIP. 3)THEANCHORAGEMUWODSSHOWN HAVEBEENDFSIGNED TO RESIST THEWINaL IOORRESPCNCIN EWE NEQUIRED ARE CALCULATEDTI DEFLECTNOAS USED FO T14E THE1F3STREBSWOREASEWAS NOS IAED DE SIGN ANCHOR IN THIS ANCHOR EVALUATION. THE 1.6 LOAD DUf1AT10N FACTOR WAS USED FORME EVALUATION OF WOOD SCREWS. "�"IL I / sxEErs2a G.NO GH xI- MOWi➢MY SEEBETNCE, MJLL SHE£i3 FeFs9unax F OFANY MAr BEOFNIYTYPE MANUFA /III M.WUFAGMiPD III BYPGT. /SEED6TNLS "� l ROAN: LNLL SHEET9N 1 HJGTM f✓O TN —ill L m OFMULLCONFIGURATI S —tv[MvnwmlW--I I—XORR NULL LFlATH— /III /1lx 11/III r 4) PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERSAND IS SEYONDTHE SCOPE OFWESE INSTRUCTIONS. 5) USE THE COMBINED WIDTH OR HEIGHT OF ONLYTWOADJACENT FENESTRATION PROOUCTSTO DETERMINE PRESSURES AND ANCHORAGE FOR THE COMMON MULLION, SEE EXAMPLES CN THIS SHEETAND BNEET2A FOR MULTIPLEUNITS, CONSIOER ONLYT WO AOJACENTUNRS ATATIME WHEN USINGTHE DESIGN PRESSUREANDANCHORAGETABLES. THEIDWEST DESIGN PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCES SHALLAPPLY. 6) WHEN FINDING YOUR SIZE IN THE MULLION TABLES, ALWAYS ROUND UPTO THE NEXTSIZESHOWN ON THETABLE(S} 7) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE ANCHORS SHALL BE COATED OR CORROSION RESISTANT AS APPROPRIATE FOR SUBSTRATE MATERLYL. DISSIMILAR MATERIALS SHALL SE PROTECTEDAS REWIREOTO PREVENT REACTIONS. SIREFEREWCE:TEBTREPORTS:FTLfiW;F MULT NWGGREGATORNOA'S 9) MU WONS AND CLIPS HAVE BEEN DESIGNED A TESTED TO COMPLY WITH THE REQUIREMENTS OFTHE FLORDABUILDING CODE, AND AREAPPROVED FOR IMPACT AND NOWIMPACT APPLICATIONS. MU WONSARE ONLY TO BE USED WITH MT -APPROVED FENESTRATON PRODUCTS HAVING CURRENTAPPROVALS. 10) MULLIONS ARE IN COMPLIANCE FOR USE IN THE WHZ 11) QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNUMITED PROVIDED THAT ME SPAN AND OPENING NOW''HEIGHT OF EACH INDIVIDUAL MULLION COMPUM WITH THE REQUIREMENTS OF THIS NDA INSTRUCTIONS: 1) DETERMINETHE DESIGN PRESSURE pRESSURE REOUIRE3ENT (BWFT+1 FOR THE OPENING USING THE ASCE•7 STANDARD. 2) CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME HEATHY ELEVATIONS .......... ........ ......_.1 MULLTD]X W000..-__.._._.2 ItSTPLUTVh1 NOTES...._..__ 2 Nuurowsovgr_...-._G NULLroSTEFL6N0_�....3 1R5X2.11XG25 3) REFER TO SHEET M TO DETERMINE IF THE WIND LOADING IS'RECTANGUL &V OR TPIANGVLARRRAPEIOIDPL'. 4) FIND WE CHOSEN MULLIONS MULLION CAPACITY"SIFT'1 FROM TABLES 1A THROUGH 16A ON SHEETS 5 THROUGH 2O RESPECTIVELY. USING THE MULLION TYPE, LENGTH AND OPENING WIDTH OR RMGW (DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY). THE MULLION CAPACITY(LBSFM OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT(LB�1 FOR THE OPENING OBTAINED IN STEP 1). 6) FROM THE SAME TABLE USED IN STEP 4) ABOVE, FWD TOE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REWIRED ILBS). THIS VALUE REPRESENTS THE W INOIAAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MU WON CAPACITY 61NGLEMUWON SINGLE MUWON oFENxawDTx FogvERUGAl eP.uL 6)FROM THEANCHOR CAPACDY(LBSI TABLE ONTHESAME SHEETAND USINGYOURACRIALSUBSTRATECONDINON(MULTIPLE UMET. TE(ANCHORAIPPATTERNMAYAPPLY) 3ELECTANANCHORCOPPATTERNANOWRIFYTHATTHEREOUIR MCHOR �FOaY�Eq G W.V. CAPACIT 1smc RRESWNO A29 MULTIPLE MULLIONS 7)IFTHEMULUONCAPACITY(LBBIPF9OVNNEDINTHETABLEISHIGHERTHANTHEDESIGNPREBSUREREOUIREMENTIIBGFT'I FORTHE FRONE1 FIGURAB ovE OPENING, YOU MAY WETHE'ANCHOR CAPACITY ADIUSWIWTFOWULA' TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED. WRHTHIS CODES/STANDARDS USED: VALUE A LOWER ANCHOR CAPACITY OPTION MAYBE SELECTED FORTHE SAME SUBSTRATE a201T FLORIDA BUILDING CODE ), 6W EDITION B) VERIFY THE DESIGN PRESSURE RATING (LBSIFT') FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION •2014 FLORIDA BUILDING CODE (MC). BTH EDITION CAPACITY ILBB(FP) OBTAINED FOR THE MUWON SYSTEM. THE LOWER OF THE TWO SHALLAPPLY FORTHEENTIREMULIEO FENESTRATION •ANSVAFBPA NDS2UIS FOR WDOD CONSTRUCTION •ALUMINUM DESIGN MANLW.. ADMR2016 PRODUCTASSEMBLY. •NSI 5100.12 OPTION USED AND TABLE VALUES USED DI A GPECIFlCAPPLIONTION WHEN WINGTMS NOATO APPLYFOR A PERMIT. 0AISC 36D10 9) HIGHLIGHT PRODUCT REVISED Bpl' IvUU 1Ne Fierltla uil4inB NGA�1a. 17•0630.01 No. 53705 DETAILA: DETAIL B: mULLIONg MULLION TO 2XWOOD BUGK 1ON MULLION ATTACHED TO IX eu Rw vEnsµussmATR OR WOOD FRAMING WOOD BUCK AND MASONRY nTrxnL+ExF SEE SEETaBtFs+ave - (OFFSETCLIPSHOWN) (STANDARD CLIP SHO BYOTxER' H BEE FFi1E 1. I I 91FEFt N $b O F Z L W 6 1 I IMFORNM .� 1 Q W t1-OFTRWSE .1 b� CONCREFE ORCMI -1 1S µLE. j Bl EHHERTHE LOGTICN9 I-- SEE SEE iI9lF5 ,� Fq EEE ' EDSE B1BT.WCE 1&1. lta IX1P MA 68 • II WKO m e FBRM45I1NRr '!V W Q O uI / mcL Rs ;yam ° s hers L • •° 1 1 SIDE VIEW a , Z m .xBP•LwxFM • ALLAULLIOMI O EPHERTTE 13 C Z ° • 6TA•uvm a 7 LJ OEF6ETMULL ? �� U • A cuPM1MV BE 0 xsc.u.Ep Br a' EXTERIOR iNSHEnIOO. � .�j B1 Z a .. C •. ° BISI.WOR h 2 Z Q N 61 00. LyLy FVbBNRY eG F •i O Z N 1HE OF FB .ROR 11LNgi6 Y. V' 4G4N �1 1O Sv • RmOLOBBm KA EXTERIOR • �° mxopws awn vwr ,�`, IN Q .WBEWES. - ♦ D F N N OIHBRFIYMETMES. O V Z a O O Z PE0.5u95FMTE. PE" mom' T•P.aNCWR SEE LE9I613B vEBLEue6TPArE. sEErABtEslstee atl$TANCE Em PPRODUCT CTREVISEDaEEiEb1<B ..H,,i9 o RTLLF17-063 I0 i M.DiLIN4 EpCK,1WP 'MEAB. SESHOT1, pp1 mDon Dam 0512W202tl9 a ATTAL IRT .R I. BYamE C By SEENOTEI .. NO uc! ontm S P11. MN211C:ICOMAETEORCW .. SIDE VIEW FRONT FRONT VIEW INSTALLATION NDTEB: 1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 1+11111I11 ANCHOR RCAP=TYIBSHOWNABOVEAREFOR ANCHIDTORIANCHROR DiSTATIDN ONLY. BECAUSE THE ODRFUE CAUSETHE ANDHOR OF BASED PkRTMUST ��•��•'VOEN3 •�� ?; S' •'.� AN BE OU-O . RSFERIGRIO TO METOISTANCE, CORRECTGUANTTTS.FO IOGRONOP ANOHORRESTAN ARDORWFF.BET FRTOTHETASEES D.ONTHE VON FOLL04YWGSHEETS. FOR OETARSA-0, EITHERTHE STANDAROOROFF8ET CUP MAYBEDSED. .P s _*T Np. SBns 3) ANCHOR HEAD TlPE MAYBEPANHEAD,HIXHEPD OR FIAlHEAO. - -•O; "�` 41W000 SUCKS ARE OPTIONAL SEE OETAILC, SHEETS. (O •'•. .i \ZAP ��S'f� .... 6)FORMASONRY APPUCATIONSW MIAMPDADECOUNTY, USE ONLY MMMH]ADE COUNTYAFPROVEO �FTF �NALt�E1A`� ELCO ULTRACON OR U1 liP S.S. AGGREGATOR MASONRYANCHOPS. A.LYI•M }�iLLER P.E. FL P.E.# 58705 DETAIL E: $ MULLION TO MULLIONS DETAILC: 'I�N01' INTERSECTION NOTES: MULLI DIRECTLY ATTACHED TO NuxlaN (U-CLIP) C ASONRY STRUCTURE 1) MAY BE INSTALLED IN TEE' lWCROSS S TANDARD CLIP SHOWN) INTERSECTIONSS vA As 2)MAYBEINSTALLEDHORR0NTALLY �X a! (SHOWN)ORVERTICALLY. N vimDTNeNhiE I PF_REV&w91N�.RE L 3)SEE UCUP DRAM/INOS, SHEETS 21-23 tits U SMNWVO I SHTA&ESI&Ix6 FORCORRESPONDING MIIWON D N �m .,,E .- I �, TOP VIEW i Z W II I I �. EDGEgSFPxQ GItYI w O mVE1Xw IIx5R65CPEn9. 1 � II^1 �//'6RFUR6lIND ORPREt/tx1 � g � S ' `\�` /`` AILLLGYNO USESM9 t] m m � r41 w EXTERIOR FLGEDI6TAVCE THE DEFER CLCIS Z Z Uf�� U IFCgAIAEIOED FM PoRMNIONRY • FINFMIfED LhCV DTIW w J PNCXpd WMCOWUwIGFOR a H Z DTx�ERFHH�WPE5b EXTERIOR ^ Q 2 IMP. AYdQi'e ° a z C _ �. \ ` fl j N Ol ICWKFEIE DRCW FRONT VIEW �-t NN2.7MICWCREfEORCW SIDE VIEW INSTALLATION NOTES: 1) ANCHOR EMBEDMENTTO BASE MAT IIAL GOR5IU= 2) QUMTRYOFMCHORS AND MILLION SQESHOWN ABOVEARE FOR PICTORIAL. REPRESENTATION ONLY. BECAUSE THE ANCHOR CAPACRY IS BASED PARRY ON THEMCHOR TOANCHOR DISTANCETHE CORRECT OUANTITYAND LOCATION OFANCHORS MUST BE FOLLO'NEO, REFERTO THE TABLESON THE FOLLOWINGSHEETS.FORDUNA A.D,EIT ME ESTMOPROOROFMUMPMAYBEUSED. 3)ANCHORHEM EMAYBEPMHFM,HEXHEMCRFIATH d) WOOD BUCNB ARE OPRONAL, SEEDETAIL C, THIS SHEET. B) FOR MASONRYAPPLICATIONS IN MIAN2-DADE COUNTY, USE ONLY WFAITCADE COUNTYAPPROVED ELCOULTMCONORELCO114'S.S.AGGREGATORM ONRYMCHORS. FRONT VIEW L� EXTERIOR FRONT VIEW DETAIL D: MULLION ATTACHED TO STEEL STUD (STANDARD CLIP SH NOTES 1)FOR2 WOOD MEDSTEELSTUM,WOOD ANCHOR VALUES MAYBE USED. 2) SEE CORRESPONDING MULLION TABLES, SHEETS 5-20, FOR QUANTITY OF SCREWS SIDE VIEW. S1DE VIEW PRODUCT REVISED mp IRS WIN, Me Modd. BWId �od. NOA-Ma. 17-0630.01 exptrntlo. R.I. 05/262021 * i ND. 507OS DETAIL F: FIELD -MODIFIED MULLION CLIP (F-CLIP) SEEDEf811SA0. TDmmetnos SHEEWPWBTIllATKN wesu+BrflATEs SIDE VIEW axwmxmm+•xa•x.rzr. xuu+av .EXTERIOR s mo xAaw�.aTER. ILUY.CAL Ofl WSOHBV DETAIL G: DETAIL H: ANGLE MULLION CUP BAY MULLION INSTALLATION (ANGLE CLIP) (ANGLE CLIP) O o 0 0 TOP V EW PRODUCT REVISED pI&I�T9 _Hh the DONE. BullEl., LOC. '0A-No. 17-0630.01 Explmtlan Dato Q5126t2021 DBTNIa-e—f--{ a NOTES FOR INSTALLATION OPTION G b H: `<15:.: v[R,NCHOt O 1)USE 2 ANGLE CLIPS PER MU CN ENO. CLIPS MUST85 INSERTED INSIDEOF MULLION. a 11QENSP Q: NOTESFORBIBTAILATIONOPTIONSF: 2)DETAIL G: SEE TABLES I8-14B FORANCHOR QUANTRIESAND SHEETS 21-M FOR HOLE GC*� No. SS7D5 H DETAIL IS NOT APPLICABLE FORTME BAYOR 1W X 2.11' X.lW MULLION. LOCATIONS. 2)SEETABLES 18-136 FOR ANCHOR QUANTITIES AND SHEETS 21.23 FOR HOLELOCATTONS. 3)DETAIL H:SEE TABLES I5BORIM FORANCHOROUANTMESANDSHEETU FOR HOLE ® ( -�O.(�' ATE P 3) THEW CLIP IS NOT SUITABLE FORTHIS APPLLOATION. LOCATIONS. (9 issa�.,,,,.• Q TABLE 1A MADonC i Tebia sIR 112.1.128 Oponing WIHF(blaeNcaPyWan Mry Iom)orOpeaing HelgMYSwha lmN"PaMmealima) INN PmIWYf= Tmynlmx. Ls9n0 LamIN Wln Fann6uF! Tplp(fnenx. lwl'W Inaeln0 fi0F RaaaRNV Th✓15m1 .. LmON 10N IiWImiWIY lmp'T6Yq I 0 lwtlN WF nWtanWNf TIW✓!5W be6ImiuB BOIn NRIa9Wl 1tRInYnG lmEnO bd� IW In Pe0INP6v TlapltNi9 baMO Inm�O 110E WJVmNaI 1n0.RAs9. 1m01aB InemN IWF Px4nP'W Tmad, 'a LnCnO Alum TuM max. be, 5 d i 55 � SqYp 6 �3 8 v$ �a�g7. EA ; a $ qg1-iii 88 Th1h 5 3 O a S � d E s .�'_ $b 3 �� aa'$$ dN @ ggA 3 JIM, I. T atN It19 11A Im ]V tb1 0]0 aII NB W3 qa Ce ],2 IIBs R1 S! 52 oi.e609,011 F.O 'NB NL ]13 e]2 ]t9 R10 R.t 11.8 1m a12 lwa 61J ata 2N s69 dF6 WO ]tl twa el,e se b1 1eb ]IS tm 31] f1W BIA RN 'A.0 31R IN.o B1A aON]n RNLt }OB 34 633 Mt 61S i]B 11 NI 9,9 N1 Y.1 SR a10 :61 0f.1 9U ]I.B Rd1 4S3 010 Zfl6 3N K] 319 020 701 19.3219SIN us 211 m.] NI tiv N1 19.0 4a2 .0 1W IlB 00 11.9 1m 242 NI 30A 1w 36.] 2O 111 15] T9 b1 111 Ise le b] SM NO N3 10 . 2N ]S.4 1W 1211MI La t6l bA NO at 1m 21.] Aa RI.I 159 112 tw RSB 151 1fl0 xW'60 IW311 lm 55a 1m NA 1e1 Ma 15i MI HB N.1 Iol 2Aa iN DA 161 IIO 1N I86 101 21.} 1U10] 9b 442 2 0 66] M1 -9 311139 10A 16a 21D 1NIfl I]8 1H 11.6 }BN 110 1]] tan tm Ti—1 125 16.0 1m nF t15 it. 7. 1w TABLE IB M Ca TabM s s'b an 11x Cu[a6. 131Orc. Ile Ileem, CMu Ne, F}WpW 6ffiI J16'Ek0 1fY 69EG 11@Eko iN'99 B, Eku MO Sk[I Nx S,W eae ^n'� b,a Fxpulncm IN•FmplOaam 4 -ar—tsm ur Eioumvm ASTaGeu 1Cm.n App�eCµm Gam. (GSl suwta7+ sa(Gsl MMO, GOP P.Mm9 bM 1' 24/! S,IB' ,' EI4 ,• ?,? z ]Ila z au- a5a• a9 Eq Oamx. FmmF.am 1• laa• cv1• ,aN• ,aY 2 +4N' +aN• Ila• I e, +aar I a• r wir lair meo xArcmmo4xrum DeFsmm.emm.mwro6n 11 aWm ]W4 awm w4b ,w1Na zr4m zW4 lwm ram all. awl. mm wIm Nxm ae5m IMeImm1.1PYIn DGISm�Jxa(m 06a0CFp04 xk 1mm lwb NA WA WA NA AAma WA WA WA N'A WA m3m BeSm 11x04 O.F/WLSAmb Cm llFp. 9k mOm lNb appm 1mOp1 1®m wOb %V Ca WA iWm }am WOiN lmtb W2m w5le 11Pm 4ArtMa QISNn ]AmA ..5•Mh 0.4f WlR trm.1N'P431Rb�Ik WA WA WA WA WA WA WA WP MIA WA WA WA WA WA llSb Rom tAMVIFap(Po.St 195m ,05m ffiPa NSma BIINa u5m Wlma tTfm nOm t0im 3)11m 1)5m txpm xArc,maOl.i5 NN.0.C/FLro(N. r{ bam ]59b WA WA WA WA iWm WA NIA WA WA WA a11m .2. Mxm AINa I NGTE:FORTHECFFSEI �In Ubemeawnm xuven�n rnl cnn.a.o.a...................—...__...._...___.. FIGURE I: FIG11RE2: MGURE3: ANGLE CLIP MUST BE USED N PAIRS. FIGURE 4: IFIGURES: FIGURES: • �� 0 =ANCHORCAP.— T annalJl CAPAC" TABLE PRODUCT REVISED BuC ea lyln CLAIM ButFI410a ...... 17.0630.01 Expllatlon Data, 05/26/2021 By mmma-D APE. m TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THETABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 1SOD• �'- 2)UNEARNMRPOIAnONBEMW MULLLENLTTHSA5m/0RO MINGWIDTHSISA110WABLE 3)MULLION AND MU ON CLIPS SHOWN ARE NOTTO SCALE. FOR EXACT DIMENSIONS, SEESHEETS 21-21 HOLES TO BE DRILLED IN THE FIELD FOLLOWING DLMFNSIONALREBTRIGRONS SHOWN ON SREETS21-21 FIGURESSHOWSUGGESTFD,APPROXIMATERiOLEL MNS. 20ow I 125 III f ``1 4)SUBSTRATES:CONCRETESHALLCONFORMTOACIMl SPEC1nfMNS. HOLLOWANDGROUT-FILLED BE PRESSURE -TREATED L . •(:X�N Erygf CONCRETE BLOCK UNIT(CMU) SHALL CONFORM TOASTM C .WOODSHALL SEA MINIMUM OFAI !' n� :P YELLOW SOUTHERN PINEWITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-TSANO STEELTO BEAT =*i� No. 58705 , THICK BTEELSTUDS TO BEA MINIMUM GRADE 33 MD.0 THIOK(18 GAUGE). STRUCTURAL LEAST.I27 THICKAND MO. ALLANCHORS INTO METALSHALLEXTFNDATLFAST 3 SCREW THREADS BEYOND WOOO MAV BE STEEL. IB-B S.S.OR4IG SS. I-X2•X.12SMUWON = *- THEMATERLAL 410 8 $12ANCHOR3 INTO a FL TABLE 2A Mulimn C.P4.1ty Table OPenlnv WIStb 0aw10mli4paafM INUIR 15)BiOPeoln9 He0lit(wilv6m11alY4parorimmmon) W01 +mF look ON Wn Nm Wn 1mF loom nsluqulr Tnp1mN. PeaWlpumi TrpTfiam fle^ImwIF ]rsynlap. peNmR'ar mdlmri0 RacunWlvt TuWfO.R. BeelWu'a 1®Ieal BCIrrd VAI flaNvgwRl IwlYp Tuynlmr, Im9y pxaawa, LcafiV 9ipTA01aSi3a.3T6Lbl � m,nageg'g°l a gg �y p' pp gg d it Qk BID124oQ9+3t36n ia9T m +mo 6m ++z6 ® +m9 su +me "' l6aB 9n m3 . 1®8 i ® 1 a H] 6U 6W +Wp fin 6i] an 188e 3+]dl +360 4+9 t%A mi +I6] no m0 S0l 1mT ® mo1029 a9 9N W.a '6/ me mI %.0 2 Bpl4A fW ®.0 1m 3aSNo T>6m.6)9k +mT a`R +Ila a1v 986 Q6 Bai 911 n+ amaL ele a69 08a no m8 4m 'H.a E] 93a 3W 888 z I M mo Y4 SRp am M8 too MA an m3n if.z YO mR aN 814 . mi 322 A6 1 m] 3+8 na am M.o 2fs QT 400 Wi ie 6W m.9 m mfi AW fife 3U' mTW3Wk m3 aN m6 Tn 510 Y4 W.6 Lo Nfi 3N .1.2 2% no S4 S60 Eo 366 ]21 40 ]SI 9,.1 3M Qo fl1 BN Io.a on = L4 465 Tm lot >71 aS M WY,AB'Ba P.l 25] Mfi Al 042 Tm 904 AI 48 Mt ]a9 A4 399 23I RB na T2.1 TN]83 1.4 332 I Af .6 ZV 11, 'BI Ta4 SA 1Ga 331 no Tm 31d ®.6 9p Rp � Q4 233 3V as 31.6 91 RB.2 260 All 2n rzao IDB 316 216A4 169 Tfl8 &5 ba RO 315 tai 3A T.T 2!B 1A6 'CB 9.151.01mm.0 30.e TW ®D Ill no 28 92 3A.2 31.2 t" Im 25.1 31.6 2A5 9tl 20A 'G.0 +00 Im no 1n3Z]Rl0 No 2S6 1W 101 10.0 1io 96 3m Tifi 1B.T too I. t80 100 325 m2 221 181 6p , Ytl m3 'd.3 18]lam 1P 120nF ]83 in 'de IW 236 1B3 tl.1 16fi ]n] Im 220 too 1T.] 1m 14T +m 191 IQ +0.+ IA 1A3 1. 1at 1A 1W� +0.2 1m 10.1 19 1AI +W B.B 182 143 168 mn mg I. +.a In t14 Ra 16.1 in 66k I. ill 1 16.6 1 113 TABLE 25 AncbIA a4 TffiY b 6WIm'C: R.n Cbude 14G. Ibmr 6M1:11 FAb1ON PTiW.] COSY lal,. Ve•66Fkc Yf6'Eb 1M'3.9 LY0 61p6tr1 -6-- aoo- MbType YfCIXolA2m YI'EbnlRumm �0 ne•F1nU2®n iMDco NPssm ARe6+eb Msm AeneCmr 6-F5)6 rl) -on) AnelipTCOp Pemer115 6me D]cfrcefin Y 2-V- 1 z-frs N,e' r 2.f? t• 2tfL z vIB' r am. n6Y 8iN FmManm+(m 13'C 4Y4- 1tlA' IJN' T 1.1N- 1ll4' Mf4' Ylll' Mf4' 1/I' 3' ISS 138' VM1a 3L lun®I.Fa'Hb. nCl61u6WVMe1mY1Fp. 11 3N'm aW Ge U3b �m 1&Ime TNm Tmm SLBe 14pm 5i4b MR. &a 36111 M]Ne MBb IMemn®1.16'N0.6G I61veYNq Uae11CIIPIFp 32 4m me TW me WA WA WA WA SWIM Nlq HN Wq RA WA ®me MR. I.. ♦rsmen0rlan p.c.rWa9Amn WpllFb.32 ]m my ]mb Wom 1 9mm im0b mpev Smm xrA imm iw lm Term 1m2b 6ttm mam IDOIM TAalm ®0. 5.84n 0.GlUOq, F1o.13PA4m. (Fb.R WA WA WA 5e. WA WA WB WA W0. H!A WA Wl WA WA WA >I50e I pxnm/F-0mlFq Sk +m lev t0510v u9 ee m21M 1W my 140m tR IM ]Tp0¢ 10im WRIM an 0a ROIM ntlb ze0lev WA WA WA WA tmm WA N/A WA WA WA Wim aA la mOM RMofiri®L151.M.O.fJ FOpIFq SY Rm IM ]SJ IOv NOTE: FOR lHG Ve'h5C Gul•, we Inc--1- FIGURE I: FIGURE • • . FIGURES: ANGLE GLIP MUST BE USED N PANS. FIGURE4: FIGURES: FIGURE 6: TABLE NOTES: 1) SEESHEEF 1 FOR INSTRUCNONS ON USING THE TABIESAND SHEI725 FOR INFORMATION ON LOADING. SEE SHEETS 24 FORGENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS ISALLOWABLE 3) MULLION AND MULLION CLIPS SHOWN ARE NOTTO SCALE. FOR E%ACTDIMENSK)NS, SEE SHEETS21-II3. HOLES TO BEDRILLED IN THE RELDI'MOWING OIMB.GIONAL RES0ICTIONS SHOWN ON SHEETS 21-21 FIGURES SHOW SUGGESTED, APPRD)GMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO AC1301 SPECIRCATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SMALL CONFORM TO ABTM C-90. WOOD$HALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.65. ALUMINUM SHALL BE 6061TS AND BE AMINIMUM OF.125 THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045• THICK(18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST.125• THICK AND A38. ALL ANCHORS INTO METAL SHALL MEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 4108 #12 ANCHORS INTO WOOD MAY BE STEEL, IBB S.S. OR 410 SS. YIELD USED TO QUALIFY PRODUCT REVISED Camlryry10Yg mHb Na FRul" NIN. da NO4Na 17-0630.01 Expiiallan Date 05/26/2021 �St11,�1.1111�ryr s�� A4'�;%L1cENSFMi4 �O �"•. sinTE dF' •. •ATV; lYl] 10NALIV,, A LYNtSW6I P.E. FL P.E.# SST05 TABLE3A Muaian CapadlyTablo sAtr 1.2.75a OPe.Ma WldM Oor.,ld l}BParal0 Thaam)D)Openinn HeIOM (for I011mnhaysparrlMMAIOIQ as 1Wn 120N Ittpeinwlu rnMll9nB. OvcmW9r TrcOR+ro rsalanA'clm tmMaw. Imo® Leedne I00a09 L^d9i9 IOND9 Ivan, 101n I+xlw+lar r,M]n•im. btare bffia0 bN u>s'iwde] RgiMDw. Luane 1®anD TBin nma'mgr TmNlnw. mvanA L®anv win Ra.ImlWal Tlmlrna.9. Semre loamy 1401n PaelmmWn Tmn7 I.m6na Lmaip IWM wosOon, mMllma UnI IeoRg ,374AWm MNa.npR 6K $C (G SB `E d� t Qrt C 6 6 9 6�@ H C F 3C ZC 66 SE 5 SG dY E 8 a B 5�gjg & a ]l�1P, 3'aa�$ �Ll-1 y g S UN 1".. No In. US IN.O )N INTO i1]0 DOS 888 1)¢0 'lB IN.O B92 Vat 819 Ina Rpt Von 63f 1$D 12. 1m0 531 1N.] 1]01 '"n 41 I3]A t]Of I . 1>0.0 531 1115 IV' 1N1 IN.O 0EI IB In 1W.. TV IVO 534 Ina BM 1m0 9N 170D IV INA UD IRO 113] Ino tll 151.0 IV. In. eR 1. It A IN.D a]O 1139 I1]9 110E 000 9lA 1130 110.0 690 Dla 11]9 INTO Rd MA]6'n I]¢0 iH 1R.0 `dJ IRA IN V00 631 INA IW3 V¢0 6B9 1NA 10Y[ IM, Rt 130.5 Ib2 IVA TIT IVA 012 IR.O ]50 Na IW] mg MB NO 1. MO l55 ]RI IUE 1R.0 )M NN V0.0 ]D! 1MA 813 161.> Im 110.0 BAt Val 9@ 1&] )30 12n9 Ml 1GL6 Pi0 ID1A A01 111D ]Id NA W] tN.. to 6na B]) NDO TOB 98.1 B@ 10.0 T)9 HLO BW Ita0 i0B MN 111.1 R5 INA 0]5 10A 1N VIA all Va. In 1ISO no 062 LLB 1M3 EV 135 I. 89.3 NO R.6 A9 99.1 SID Is.. R5 of.. 9W 50,4 735 NA SW 0.1 78 MA SW 5 q UN N10 Rln LI 1N.A 6N NI NO IV, 1114 eL no SII In mix 80.] AA NO, - 11. 111. �1 Do W) SII 4N .,I III 660 Eb BI] 10 89.0 A5.0 N.3 51] N1 NB 532 M2 610 6W do N0 W.1 ]1.1 5]A 5N IU Ua W.) 58.9 46A NS Im SM UA )1.9 6].A b1 ND 113 W8 530 40A m BOl $1. RA' 61.0 600 S26 N1 40a 6n0 N2 NO 6W 60] N0 T+.6 NA 159 @I IM !@ U.6 Y.B AD 6M fiD] Sltl N.0 R.] N.1 @1 UI 391 III VI ASA 6U WT NO VA 63] N] MI 04 -To leln WA 455 R6 WD 5].a N0 N.] N] 496 1b N.1 X5 4i.4 9. 414 Vs NA 2 N.5 ]T3 N.T 459 41. M6 Va 15] Y.l ]@ WA 4]0 b.a ]A il.] IY Ml ]9e ]Ip IA3 US NA NI 55 N9 93I ]R N.9 NS N.0 NB 4D1 4N MT 350 ]S) U! 40.9 Ws 32.1 4W Mt U1 2I6 1'tl ]M N4 @.B 4A YA 341 20.1 U5 @2 NO WN 41.6 0]l U.1 330 M6 No Y4 2U 39.9 3EI ]I.I 8a ]41 @T 36] T6 02 ]3] 26.) IN 2D.B Y] 237 VA VA ]I! 21.0 Fd 11A Sa 193 2b BBIn ]41 i61 3A 357 33) 2Y AA 35] ]A6 2N A.0 WB T.5 2B] 311 3N 10.1 AN ZI.B NO 112 3N VS II) 1M 2I] 13B Y3 1001n 343 2TT N.T N! M3 R1 Ma 3N 1).] T[] LID 190 15,1 II] t6D 1-m 9111n '12A 315 @1 1W 10.8 ]19 10.1 IB1 139 315 16.0 166 1Aln VA 1N V.B I6] TABLE 3B Anchor Ca ci Table flbsl S.. 2)9 W¢ma ].59 Gn0. H0tlw U1U F61y CMUWN O WW 5'1T Eloa Ila'I3 E. SIi"w. 1N'91 EIn 1I3fe6' #13Vc,Ancpa9G11p ArPhsfTyps Lt6'EIC0 LI00tan 1N'Ek0 NNaPon U1aum Y10Eko UlDaan 114. EIc0 Ulm:on Ap.., Mraem nVoticromvIW1 Suttw WS)on Patteme EOpe'a not'YObT O.)N' 13'W WtA3A'mn0B1.i5'Mh O.G/5®Maa 0ro5a0t CS0IFlBQ ]RW9 ]W ¢9 IN aBl pv 1NL TD Ra ]m lm 391In ]4016 Y41mvWlm 9801MI AmA»®1.19'NDL04/9YII0d00Y 00CU LYp IFlg9)09WWAAWWA WA W0. Bm IF 11M6]S, 30 ]SOW RA ¢9 MI. 1.I N9 1893.Lv NO La 5N I6 WA Tc01D+ ]iSN PIDIW le@IN 0491M 11RRaSAAw.IFl0. t4 WA WA NIA Wq WA WA WA WA NA WA WA WA WA ]15WIM9MILpFp.54' 109W 1Wpe Z61mNSWIRB1]9?NW 350NaBAnob>9®I.IS•NIn O.LI FLIIp IFb. SI: ]W Ba ]iDW WA Wq WA WA. IWW WA WA NIA NA NEW NSW I..YVIC]9--"'.I-.-ao,.,.e- ...................-,......_.... . %,� CWCLEO VALUES ARE USGU W I...11E Ulv arOPE'r. FIGURE I: FIGURE2 FIGURE 3: ANGLE CLIP MUST BE USED IN PAIRS. FIGURE4: FIGURES: FIGURES . 0 TABLE NOTES USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN A=AL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULUOI CAPACITY (FROM THE TABLE) OF THE BElECTE0 YIELD MULLION. R WILL A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. 1) SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND BREST 25 FOR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND]OR OPENING WIDTHS IS ALLOWABLE 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS, SEE SHEETS 21-M HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21@3 FIGURES SHOW SUGGESTED. APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO AG 301 SPECIFICATIONS. HOLLOW AND GROLfT-FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C W, WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PIN E WITH AN SG OF 0.55. ALUMINUM SML BE VnS l& AND BE A MINIMUM CF.VT THICK. STEEL STUDS TO BE A MINIMUM GRADE M AND.84T THICK (18 GAUGE). STRUCTURAL STEELTO BE AT LEAST,I2T THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERI V0 6412 ANCHORS INTO WOOD MAY BE STEEL, I" B.S. OR 410 S.S. as PRODUCT REVISED cnmpl ina with ibn Florida BOIICIng Code HOA-Bo. 17-0630.01 Ex,hat V Oat. 052&2021 By MSam rod..i C-110 * : No. MODS 1'NNMTLEER,P.E. FL P.E.H 58705 ' Mullion Ca o TaMo Openi7p WNh IfarleNraBy-W9MIg win nF TON WN rrvilimis) ort�eninA Neleht(hrbli]Arla'!/sp9lNrq BON IOU mUliare) ISN Hills 1601, 112.1A% RwFnWb laatlino nA' Lending gvehNJv LoMn9 Tingeing Lesson, LednO TogTAaq. Inning IArAWOar Lesing TnpTlmB Ined, Ralmylr LOePm Theme 9. LoatlAS "Lee LwMO rq/r0sq 3wNN Reser,,r Lwa'm9 Tepmiev. loatln9 peclm9Wr Laffin9 Tayllm9. Ladiq WCW,pI& WdiO TrrylTtlsm, Ion01q 6BOA um. Tab. MUAian R 5gg5 2S yt Fe @$ v0Is �y 36 o � ggpp � kd m€ 5g $@ P_ g �g� n $ .§, yypp B 3 P�b�' _ qqqq $ 3$. B 5 $ .'� AS fz s tr g 5d` Ai E 5gg5 s@ �a_ p,9,5353 dd € $ a� �•, b d`v"d pt-. 5 tr' 3 Is § yn tr Hd ¢ $ �s_ 2h3 "ffi S s '�.-, 5 @Ou ag �ga €., 'J'., Is P�. 9ng ai ya uB a u F6 2Py ug uM 17,01 BE ligial 44 -170.0 }N 11111.1 4m INS WP 1170.0 so In.0 %3 Im0 BID Joao 1118 Joan No INS 1N0 Imo WI ITMO 1400 INS NJ IWA IOU INS BE INS IBm SNO 6T1 43In 170.01 AS 170.0 624 No No Imo SM 170.0 W2 1}D.0 Me Son vA Iron WI 17U 1275 Me 6n INS 1417 INS WB 1411 1417 I]o.n NO 1" ul1 Imo ON 11 lm na0 ME, NI Irao 747 Iran SE I"o as 1m.0 WI Iron 1. no 04 INS I1B5 INS IM 14H 120E INS 747 10.3 INS INS TW 1219 ISM Irao 758 IM.5 12M 170.0 rY NA UN Irao IN SIN nO.D Ar na0 6Y2 1N.o SB IN.O W+ nBA tito IN r51 IW.r 113o Iro.o IW I33.0 11M INS BUT IS.p JIM INC No to05 in DUB MI W.I f130 Irao pe1 7s9 IIN ITUO WI WF Oo.O Me 1100 N1 INS N! 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N7 444 GW p12 4% H9A 31B ME 101 M3 W 269 I% 92i 83P S.O 4% 39A 331 31.} 4% 'd.t 321 ISo 1% 24.1 as ISO N7 S.0 319 Joh 129 3'd N.1 MO 9AB ]59 M3 314 E.i MB MA 30B R.B ]W ZP0 3N 31B ]SB i5.1 EO 21.5 NB MO iA0 1In 3N 21.0 LB i5d Jes 1O2 2N IN31 aal ze] m.e 235 S.I 63 no aI iii 2W MA Nr IIA 2W Jose 2N Jar 2B2 18.0 M0 1al Ni too br Him 27.1 Ml S.9 2U J31 MI 23P 130 19.5 2Ir 2o.P S5 17d 2Br 102 2M 1S.4 20] +0] SB IMIn 220 2b M.N me In] S9 19a SS ta7 7A toot 2V[ Anchor cItErTible abol SUNnYx RlM Cartaln 3.34LJR ev'CMUI HIIM. I III I M. AnchofCOp P]nem0 A..T,U, Y1PF4o Nheoan 1N'Eloo Umeaw Nldbko UWapm "'I'Vwn 1ISEe"UMam 1M99EYA ANreAaW 9YEIw IPLuan IWIND,o A9yeWN7 IOU.- ^smvWp N29feel bm+0391 112910m Bcm'- Etl9�IX91n0A6S I- ?1n• 1• 2.1/L 3.06" f ?Irz•INAWA, 1P 2• sV0 7 049• BA1• B.u1^ Emsi,nt wr fiYr h]N` ISrI' T t-Alf 1-tM .w• 1-v4• 1N1' r tYC 13A' VM0 2P1cNn ®AT Mh 4C.I51n Nc71Med QIp {Fb. 14 9BOb MOb ISDIb nee 101I 21ob 2WIta Oas ]IIIN WIIen &000 N114n Nxb 599 ba IPmAn{91.fYMln 04/SmnivlWOBup COp IF42Y IBOE Note NIA WA NIP NIA 9Nb WA 111A WA BWW .B t1MP5 4MahmBl )'Wn.O.C./pI'be Mpk GW HR9�3Y Anne IWDt, BID. eng. 10N1. 5101M o0bNN, iNb .1. IB221En 6WS. "Nes,WA WA WA WA WA NW WA WA NIA NA WA NIA 7tlIWb MS®0 .6Oe Me, 135.1 NDIM NIN 1NIti 9M II ISb LID IOf III Wn 200XD6n 0'Ab WA WA NAWA 1so IMH/A WA WA Wq 2N bn M2b YDIEO NME-FORTHEOFFSETCIP.USETHEs hArvca+Unrnllnuvnn.l -l�n .a/caro r _�CIRCLED VALUES ARE UGEO IN THE EXAMPLEON SHEET24. CAPACITNI .ANCHOR THE W by mq K j Y x Q O I1 ' ZmN PRODU1yCTgREVISED BMe MIltlin p r1nGaGu with the Fladda -Nx NOA17-0630.01 EvIsO a Dote 05/2612021 FIGURE I: FIGURE2 TABLE NOTES: USING THE TABLES AND SHEEP TS FOR INFORMATION ON LOADING. S SEE $HIM ESHEETS2 FOR GENERAL INSTALLATION BEE SHEETS 2i FOR GENEMLINSTALLATION METH]OS, -1 1.1108' r'- 0 ® � FlGURE3 • • . ANGLE CLIP MUST BE USED IN PAIRS. FIGURE S: FIGURES: 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHG D ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOTTO SCALE FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SNEETS21-23, FIGURES SHOW SUGGESTED, APPRO%IMATE HOLE LOCATIONS. 4)SUBSTRATES: CONCRETE SHALL CONFORM TO ACE 311I SPECIFICATIONS. HOLLDW AND GROUT'-FlUED CONCRETE BLOCK UNIT(CMU) SHALL CONFORM TO AS}M C-90. WOOD SHALL BE PRESSURETREATED YELLOW SOUTHERN PINE WITH AN SO OF 0.55. ALUMINUM SHALL BE MOMI AND BE A MINIMUM OF.125- THICK STEEL STUDS TO BE A MINIMUM GRADE M AND.045" THICK(18 GAUGE} STRUCTURAL STEEL TO BE AT AXi, ALL AN INTO WOOD MAYBE ETALSH-LL.IOAS.S LEAS 5.G. TERRA 410S# 2ANCHO SINTO INTO METALSHALL 18 AOR410 35GfiEW THPFN3G BEYOND THE MATERIAL AND THEMUEAST.1126' 2.750' B50" '� 1'%2}s%ASp MULLION I111lllll/r ON....NN,h',. �`�lt� 1JCENSE ••�C� j Q•;' �.e No.5B'ro5 9:(�l t-z AO�'. ATEO ,T•'[� '. FSS '•:ROR�OP,:'G�� 64S�Q(V.AD ENP`�` A LY{itS -MILLER. P.E. • FIGURE 4: me NmLC O Mapi0n C21 Table libeflis CSwnblg WiEihtftlf lraN6pB1a13B AS 4tF mN mM mulilxm)or0p0.nfnp Ha'ryM(fwlvl¢ormOPepamn9OUYNm) AS A, IPoF ' Ime AOF 160M 1"]3.115^Y RmdlWb Iua1N TnP'bla9. Lao PNOfaulm ]n]91A Ti/WIBSN. Lmt41p WnmWW Llairy To:"H o lAo, Ihalee ImknA TIWMSW 1-diA RBOIUIgAf umilO TgTIInA. Li"; Mtla'PAm LmdBA ToYrMW LmtlMB PechnPSr Ina61q li4i]u%W. LoaEnB Pea"R Imd,p TOOTIOxa. U., Pec4lplPm LaWB9 ThA✓gang Lmtllq sop"ANm Tubemup 3g9 12 ,j �j N ®E ppYggg@@g FB A V6 4 E6 9 u 11 121n 110.o Bm nao 13 nB.o )u nao +m tma e6T nGo 5'R 1ro.o IN Ima 319 Im8 1116 IM0 521 Imo 1240 Im.e As 170.o IM Trod ul ImB JIM ll" 91 151A IOU JOB 91 16m 17M 70 Me !21 noo 456 tmp SM I"a Am nod mB noo Eros M IM in6 1Io.B Bn Imo 141) Jot AN Im2 Im Im am im.1 ITT imp mo 11. I5]] n0A mo St.msln Hop Tn n0.0 W] vad 895 nao m11ra0 1Wenpd m1 no6 1)O.p )13nnuR 1raB Tq 1mo uAl IT0.0 i% wa 1495 BOO TSB m] 14M nodTY IW.a 116s n40 T56 nod ]AI 1. 812 170.0 am na0Sol1m.o 1119ITao m In.o Ima Bm I6B1 I+M 'I so 6iWlJibeBY M2 iAN Im.O NJ INN 1401 1m.0 M 934 1401 vn0 M BOIn 7U BBs I 'a 701 IVA 1N3 1m.0 )BT 1Y5 H'A tI0.0 AD I%] IWO M IA3 HY IMAI 61) 111.0 H68 Iw] 010 MA IlY 10.S No TB] Jim 1",A mF trod W0 1m.0 US INN IWO 1]0.0 sN iT.O 1WA IBAs WO 119,0 1Nl sw IPoS INS 1as 4% ASB 1MB Oil M )BB IWO tlB.3 m0 WS INS 118.9 019 5BA IW9 1168 Big {p WN 1W.8 WS 1T0.0 70 1]B.o AN 1513 sW 1111 .55 I]1) T80 1W3 BM IVA i]! Nd N9 112B )85 BfA B'2 1M.1 757 OS BSi OB,B ]10 G.8 BSS Bs.T I0 !-1 ON W2 Ne 5 1240 We .. 6% IA.O W] 11+.6 W2 BLB An 1N.1 m0 m.] tln 912 WB 71A oW " WB 6A. SM 736 An BOB No Rf m2 ASB !N 69.0 M ALI BW M7 6T TSF 1002 ]21 114.1 mB 91.0 NJ Ago ets 740 R1 4£1 N5 W.S M MA US 00.T M T0.i Us 340 RI 05a 57B US T21 69.{ 6sB0721M.0.B SL %.11010 6% 1WA SAB M2 W 69A W] TOO AN T&1 576 m.1 Wt 70A W] W.1WSBSo5551+21BGWI 5111.3 SR mA B& WB T+g]F BBA 516 W.B 1'A G.B 616 67.9 MB 4).0 SH 50.0 No 41.1 5H 44.0 430 3a4 31+ +0.6 +21 A.B SU 37] 421 27A 614 WA 11RA +W ]09 A+ A.0 iWMN 5V2 l92 %T w1 N2 n2 1].0 9Be 2S.T 1. 60A mo 23A 453 f41 ]W 301 +Si ]2! AB 21A 1m ]0] 373 220 AN A.0 :AS2 35B lax 152 as So 1WF MA 3n 30.0 AR ]LB 957 32.i 317 T2 ]A 26A 312 as M 252 301 M.1 3!T -7 9N 19a .1 2a6 RB9 15A ]ST 1B.0 9sB] 2d7 11A ma I5.0 R03 35.1 ]W #e NB 2B3 ]Y Sal ]N 13.0 ]3s 28.1 256 ]1A 3]B 231 ffi L.5 NO L.A 115 W IBO Rel 198 3b 1d5 ON14.9 T3 t10IWF 2a2 RA ID3 R3 211 2W 2i1 250 19d 269 N.5 : 1].] 2W 101 i52 1S4 2W 16.3 W9 13B 209 14ANB1.1R+011.+ 2Y 4T 2W IBA 353 Atchorcagichr TableBOB) ]IbMC 2TI IXic9e SSaCmC HUINWV FIIMCs1U FTWm1 Mrta yig pto lld'S9 Emo StCtlto N4'SSEWe MOA 1 anNea M2Sk MChmr Lllp Patmme � S'IC EI[eWlsm VTIXOV4e[m V6a[nn TCEISO MIYM 4r EkoVAn[On gyp.y UAa[m ASTJOAW 81.11W) 6um(GS) B[ra09 EARtlNaRaON 1' 2V1' UT R-VT 11R t• 2-vS 1' 2-LT T ]tT T aw` OSA' aBEf Fn1NneB n 1A'm t.YT 191C iJ'< 2• 3-vr 1.1 r4' 1-vr "Ir Sve^ 2 SSB' 13'B' `¢orb 2AMN3®us moral aamW Romn(9p6iA 1k YNma 66Am InA 1BJ Im 1W1Aw Home 2mlm 353 VC Tw1m 2i11m W41m once %39f 1RIm I NOW dAnfm @1.15'Nh OC i SVM ols"00p 421 AMAN im as N/A WA NM WA 3B41m NIA NN NIA WA WA Note, BW Im tlmlm I Afr1DO @SINK,. aC./ afj$SAralClWr Wp iNI C3I }Nax I &tl IB: I tEN Pa 1mBlm fWlm f Im N/A iBOlm 7wm �tltl 1O@b i2m5 OW Im 1tA lm Sgttmn®O.IYS1m.O.0 IULAq RJa.1RPAhm 0lpq Nm WA NIA WA NN NM N'A NM WA WA IVA WA WA WA 1O19 Va 1Arc1IXI FCYppip Sk 1W®3 1%m3 T61B3 1[S ly A9 B6i Wm I1wW Inlm 3iOlm 1tl]IL S]W di31m 17OIm 2H Im AAl lm 3 pNTg13 ®11P MIrt OCIFCAy(A26} 2tl F3 9mlm N/A NIA WA NM IBI V6 NU WA NIA IYA WA %1 Wi Wlm "rDlm NOTE FORTHE OFFSET CLIP, USE THIS FORMULATO OBTAIN THE 'ANCHOR ACITY REQUIRED" CORRESFONDINGTO AN PRODUCTREVISED Build ng ICe31e"Ai the FloddA ROA-Rp. 17-063O.O1 Esc," M. Cato O5126/2O21 FIGURE I: • • FIGURE2: F1.000'"1 TABLE NOTES: iI SEE SHEET I FOR INSTRUCTIONS ON USING THETABLES ANDSHEET25 FOR INFORMATION ON LOADING. SEE SHEETS YI FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANI OPENINGWIDTHS S ALLOWABLE, 3.126" 3`A YLY A O A rA FIGURE 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR E2ACT DIMENSIONS, SEE SHEETS 21-23. RESTRICTIONS SHOWN ON SHEETS 21.26 : ` �'UICENSE ••,�� aoNo.5 7o, � • � � HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL LOCATIONS. Q' �*! �: FIGURES SHOW SUGGESTED, APPROXIMATE HOLE No. 587p5 ANGLE CLIP MUST BE USED W PAIRS. SCp" 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GIMUT-FILLED ASTM C-SO. MOD SHALL BE PRESSURETREATED -! T7T � FIGURES: FIGURES: CONCRETE BLOCK UNIT(CMU) SHALL CONFORM TO YELLOW SOUTHERN PINE WITH AN SG OF OZ5. ALUMINUM SHALL BE 60B&T5 AND BE A MINIMUM 0F.12V 5' OfFIGURE4: . D ��'BT�' � �� • Ij� ® THICKSTFF151U0S TO BEAMINIMUM GRADE33ANO.Od5'THICK (IB GAUGE). STRUCTURALSTEELTO BEAT 1-X&I25-XX-MM.LION(I-W MULLION) UAST.125-THICK AND A38. ALL ANCHORS IWO METAL SHALL EMEND AT LEAST 3 SCREW THREADS BEYOND � � i(•s'., WtIOP,. /rA14S,70NAL THE MATERIAL. #10 S #12 ANCHORS INT0 W00D MAY BE STEEL, IM SS.0R 410 SR. 00n] A!VTNN1MI1E2A, P.E. FL TABLE 6A MUIOan Copa69y Table Pale) Operoog SMIM(brwltimy-sNorll0 m61Dm) orOpemng RelgN(W h7Gm11M*OGN MTOBIN) not ON It 70M e0fn BOInI twn IN. 140b 100N Ps:Nyly Tep'itlmq. IbalryBv L-dw TrapTwn9 hwtln9 FaelvpNal Lwdn0 TVnXVD. Iua9iDLw0n9 RealmWl+r TrzFRAen0. Rrltmptiv Peabn¢Jg Tepn¢ La RSlvpalr Lmil9 T¢rNN10�n]np Imdnpaum.Tuba {a U s� _ ��' �� fig• d 8 �� '$g C E t� g.. bg � 5 3� $g.-,bum..' d� gg d 6m n0A N9 1704 7N INS tle 170.D 06e 170.o 590 Imo SO 173.0 619 tr00 ms INSINS ING lino OV IRA IUD INS sl 1(Se IUB INS 6K InB lag Irao 621N 170.0 ]M INA 04 ING BID Rao Y9 ImO 9R 170.0 6N 1700 113] 1710 Got ING Pl3 ING INS I]W MO 600 1302 INS RO.9 6W Rt.7 INS INS NO 97.7 INS 17" ON :0.6[sln tN.O ]O Ra.O 09] ROL ed 1NU WI Ir00 Ida Rao 6d ti0.0 H95 Rao >a ts3.1 Nn Roo wns Ins IN.O7d nr.1 12M I70.0 Na IWA INS ING no eve +a9 INA N6 NNINS xR INS 612 INS IN 1x00 6% 17" 111. ING rd 191.4 Itd 1N0 BW 1372 IlU INA 12i8 115e 1NA US 1=9 INS RPO Sol a.2 11d 1N.S Wl TAS 11GO Irao WIWln iN.O d9 ING N1 td.7 INS ING Ni 1438 td3 101.1 ON 19.1 INS 1167 915 1113 1d3 a&0103.0 1d3 1913 ]91 BS4 IOLS R5.1 '!R 71.9 1M tAt >a] 69A IOU 1H1 R]min 170A BX 1]OA T45 151A 292 INS ale IAB ON 1N.4 no 1134 m] 13t.0 IN I00.0 ON 01.4 0.] WS IKO N9 TOO 9R N04 de NA WE INA 7N W7PRfSao714 9R 1]0.0 169 I]7A N] POO 7W 110.1 d7 130.3 Ne 103.4 N] 11].] 733 SIG 20 10.7AZ7 Nr IR2 W N9 947 N.1 715 Sol N] US 711 51.7 947 94D xf mh INS &9 1427 m] 1132 N9 121. IN ITS N9 IMI AB Ke US 99A 6N r5A NS BB.] W,9 NB, SOLI aM us US N.3 659 US N9 no 6R UA N9 M4 41 mr, 1151 7a7 1.1 on m] I@ I .a e5] No IN W.0 NO TLB rR 90.8 RB 613 T. ..a ..9 NI N2 911 1. NO W.a Wi III IN 1. Nr ]a1 re4 NA No f 7eM 1W.B 1K 111w 6K R.0 E4 MA 671 N.] 1K R.B WO BIG TK 74.4 M 59A M Sol 5]A ]]A 6>4 OB] U.5 T91 61.3 6}] K.S T!1 fill 661 ]31 '21 RS `h5 WN 89.I N3 ]1.0 403 660 N3 60.T 4]1 IB.i a43 R.9 4Efi 41.5 W 4v1 159 JL0 6U U.0 NA SN ]R9 4N 39.0 N3 K.9 4m ]4A N] ]21 43D 21.7 SL1 m.T 4mNln 6]? NB YB U] e 47e 49.1 410 "A 4R A]3 412 m.9 490 2" 4W 31.0 479 31A 20.7 US =0 ]94 a?B 4N Sol 0 m.6 Ue No 3W R9 IN K3 ]K tWN ..I 377 41.1 ]I1 ISO ]7I K.6 aN So ]n Mn NO 353 ]>! mA 393 Y14 1]I 24.0 'A.1 3P :10 a1T 10.0 Ix 1A0 310 HA WT 17.1 OM 111h SI.1 35l 3TA IK no .7 SlA 110 mA 357 SILO D13 m.9 3R ]A1 ]d m.0 %l RA 18.5 3]] m.1301 1..4 SIT 1].41mh T93 JNNoA YA MI 2x 21.0 3N 2L7 -Ie]3W Ia3 a] too aB Ra tun 20 zfz Rz 1ea At..rCa a Tableflu) $Y9rinle 21Y Curce&0 S.M. IN]vx Olu FIRM LFN FT WING .1 AnOhOFCgp P011Hee NnMrlyFs YIC EIro Nhxen IN'ElmiMcm LI6'F[e plh 31a"EkolEbsm 114•Eho U,bacon 1N-ea Eka APoVSety MWEm UINNII IH•6]E- AIS.G 110. I di Mo) 412S..l Se.SSi) •129.1 SNN(W) Eg7+WMsa(nk P 111Y I• biR' }IIB' 1• Ed? 1' 21- Y' }II4' 2' O.N' O.d' 0.YN' Emd4nmld 4d10• LL4' 1Ya" 1-]N' ff Vle 1-114- fAN• 1-tx• I -IN' 1-I10' T LLB` tSe• w. 2MCKn®1.16'MK 0.G./61wEVJa D®a1LBp IFq. 141E 3BO.N ]W IM IW@a dilm I.1. 2N IN .1N IN. 141 ba 341w 6NIb Bb IW Mt. MAN dOWr 4Aw11m®2K"1/Jn. O.C.I SnMN(V OMe1ENp plp. ]$ iW 2B ]W 0a 3W EC NIOIb 592b W0. SW Iw WA 690W WA 6NIEs WA `GUN "'N' tlm 0a B Amh"0I.W UK S.C. I OWNING Ol0®a:I(InF 4k 9W®a WON WA WA NIA WA ]WIN WA WA WA WA WA toot. RN09 I.. 4Arclwe®]-wno.C/plgsArnln ulmf(Fp. 51 NOo- 7WNa BW to 1B]1R 109Bb NO IN ffOIN WA NOON ... NGIN t0p31eI N]Ov 673W 110. IA. IN B PMIn OL.I p)2a6MWb LRa/(FD.@ UNIT 1ROW INN IN LVORI 9&A01 B101N =IN WA 1MOIN MOO 1]201N a9BW 10EEa i]DM lao 0a IAx..0 GAS' N..O.C.I LLUq. hb.125'ANn.(1. IF WA WA WA WA WA WA WA WA WA WA NU NIA NA N/p INOM 2ANNN@2.'.KaCll` bSMO.OE .m']IEa IN. N.. No. 476 RI WA 2WN, WA 3'I IN WA 1 NIA K1 IN N2Ou W910a IMM:re D1.1TMh.O.C.I F41 IFlO.B NOIN IWb WA rylq N/A WA 3W IN WA WA WA WA N/A aV Ea B03L IROI6p CLIP, USETHE wN vpaues7w lne alAnuevau ulr. FIGURE I: FIGURE2: FIGURES FIGURE4: FIGURES: FIGURES: FIGURES: FIGURER: FIGURE]: ANGLE CUP (FIGURES Got) MUST BE USED IN PAIRS. TO OBTAIN WE 'ANCHOR WHEN R IS LOWER TABLE NOTES: 11 SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS, 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE 3) MULLION AND MULL ON 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 21-28 FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. . 4)SVBSTRATES: CONCRETE SHALL CONFORM TO A01301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM CAD. WOOD SHALL BE PRESSURETREATEOYELLOW SOUTHERN PINE WITH MSG OF 0.55. ALUMINUM SHALLSE 60B3-TS AND BEA MINIMUM OF.IW THICK. STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045-THICK (186AVGE). STRUCTURAL STEELTO BEAT LEAST AWTHICK AND A36-ALLANCHORS INTO METALSHALL EXTEND AT LEAST 3 SCREW THREADS BEYONDTHE MATERIAL #10 S #12 ANCHORS INTO WOOD MAYBE STEEL, IBA S.S. OR40 S.S. TOQUALIFY FROM THE PRODUCT REVISED Du➢Cinglyeng wISK Ih0 Fl.dd. Non-xB.CC EE 17-0630.01 Gpbagon Dale 0512&(2021_ a,ONY LYNN 4.0 V N0.58205 p •.. .125' 6. iFs •-. F(OR10 1•X4•x.t2A" A�SIGNMILL@ MLLLION w."•• Mul60n ce do TaEb bsR� OpenNm WRl10ar3e1aDsiN�NSFISIM mlamre)or OpeOmg xatgnt0or1AtlmlemJapmmllgmM9ale) SON ON mm 8oN I NO, wom It Mh ISON 1 A x.375 Ib:trpmr t..e,6 1]Wrtn.nv. LeWnp PetlmON. wan9 n"T'N'. 1um5op WetmgYv ldeeno 'llep•(amp. Idam IbYIONav wane nepman9 e•w9 Pan.9 , ww0 1FWJgJw Lo¢Lq IUwnwar Inm1n9 Tnw10m0. L®am PenW,ptiv Lwaro ]myfnen, waeD Wet^rPl• mewa Tn4lfwp. t0Mn9 Itectm9Ax wan9 Tg"`iW`. 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FIGURE6: FIGURES: FIGURE]: • • 7 ANGLE CLAP (FIGURES 586) MUST BE USED IN PAIRS I) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 3015PECIFICATIONS. HOLLOW ANO GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90, WOOD SHALL BE PRESSURE-TRFATEO YELLOW SOUTHERN FINE WITH AN SG OF 0.55, ALUMNUM SHALL BE 6063-TS AND BEA MINIMUM OF.125'THICK. STEEL STUDS TO BEA MINIMUM GRADE 33AG.w THICK (18 GAUGE). STRIICTURALSTEEL TO BEAT LEABT.125'THICKANDA3S ALLANIS10R3 INTO METAL SHALL EMENDATLEAST 3 SCREW THREADS BUONO THE MATER M-.il106Y12 ANCHORS WTO WOOD MAY SE SME, IBAGS.OR A10 S.S. PRODUCT REVISED .O.Wnpllf� 9wlln tM1e FISH" BUIlEiIn V. NO"O. 17-0630.01 Empirdtlen D W 0512612021 FL Na 58705 TART F RA MuOon CapacityTable ChMel Openbg WMN(Wwmtm*spe nIGdlon9)orOpening HelgM1tporlxmJwrmy6peftM lN5vm) GO I, Pom mm SON go l0oh lmin 4ob 1631. 136^i Re[2npLm LmJrq buTMm. 4Nn0 Px.InB'Im. 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US ISO 20.6 515 N.1 14 BOm %] w ®d 1N 41. 453 41.1 US NO w 41A 191 ]J.9 w 36A US S02 453 MA 3m r] w 30. 34 E.6 19 ffi6 '� 3 N.J am 1r.0 1Sl f06N M1 ]9S 30D II] ]IJ US IIS NS 9.2 US NO >O A.6 me 02 m6 212 ma YU 3M IA1 ]4 3SS JW ISB ON 1fl0 IN 111N ]9.l iV ]W :0] 9S XAf ]01 N., J33 .1 w 220 ]Y r32 -3 I's .1 'AD NB 1i.6 ]A 10.1 2. IAN II.0 30 'A] S4 212 'AS 216 2® 10.B 'Im y1.6 TA 17A '� I53 31 U. AO 164 NB +NN eat aT 1vA 1W TABLE BB Melmr Ca Ab4 ms sLI61Bm z]kml[mP axCY[. xSW Wu FNCOCNv P wm! Naa llfEt0Y6m[T 510' B00 AM NCm[oV][6m YPEI[ONlld[OOIJ.. vP 33. S1SE1[o 1/Ps3Flt0 .,Sm Py Mq W. 9C.5)2NS 1• Y 11R T SAX I' 2-v? Y SIM 2 0.... 9]ebro[• 1-11! 4U4'ea3®IM ASOIN =14 I.I4 glom US. ]Se o[ 701b 3]alm w40 w� N+IIN 1�2.�MS.S.ANMerCSpPallAmaM/mm nN4ArcM!®115'NM OL /Stmmm(m IX&[I Wp fflg 2y wM R114 HlA NIA IW N/A UP. N/A WA NIA WA WA 0214 b P[-GO ROSS mIm Iww IN. NNM IN. WA ]Polo 74. 3631W \B¢6 ®21N 'M.NA WA WA WA NIA NIA WA N]A NIA NIA WA WA NIA 90etMSI4 .. IWI] 1N2e MIN .1. 1B7N[ 4914 Am, 1]OM Mtr2M11N4118'MIM1nGECtli g6Y 2A C! ]"LII NIA WA NA NM 10. NIA WA NA WA NN MISS O 6e NOTE: FOR THE OFFSET CLIP, USE THESAME ANCHOR PATTERN ANDANCHOR VALUES ASTHESTANDARD QIP. 1ESSURE REQUIREMENT FORTHE WHEN IT IS LOWER THAN THE MULLION (FROM THE TABLE) OF THE SELECTED T WILLMELD A MINIMUM ANCHOR WHICH MAY BE USED TO QUALFY I ANCHOR OPTIONS FROM THE d PRODUCT REVISED ply gwl&the MIM. Bo1111In3 Cote N4 N0, 17-0630.01 FIGURE 1: FIGURE TABLE NOTES T; H1.250.1 • • • • 1) SEE MEET I FOR INSTRUCTIONS ON US94G THE TABLES AND SHEET 25 FOR WFORMATION • • ONLDAOING.SMSHEETS2<FORGENERALINSTALLATDNMETHOOS. 115111111111111 I 2) UNEAR INTERPOLATKIN BETWEEN MULL LENGTHS ANDNR OPENING WIDTHS ISAl1DWABLE .q0.......... /tj� ]�% FIGURES: 318. itCGINOENSF j� ANGLE MOWN ONMDMUSHEETS 1-2 FIGURES 'c SUGGESTED, ALEFORENACTOLE LOCATIONS. GEE ..[1 . IIIIIIIIII SHEEfG 21-T3. HOLES TO BE DRILLEDIN THE FIELD FOLLOWING DpAENStONPLRESTRICBONS Na. U10$ 'P • • • • B FIUGTUSED SHOWN ON S. HOLES TO FIGURESSHOVJE FIELD FOLLOWING ONATEHOLELOOATIONS. 255' 145 IN PAIRS. -9 j 4) SUBSTRATEE: CONCRETE SHALL CONFORM TO ACIOMI EPEOIFICATIONS. HOLLOW AND j FIGURE 4: FIGURES: FIOUREO: GROAT -FILLED CONCRETE BLOCK UNIT(CMU) SHALL CONFORM TO ASTM GOO. WOOD SHALLBgh2j�%47gS BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN BE OF 0.55. ALUMINUM SHALLEE 44� ll5 T6AND18 AUGE). STRUCTURAL MANIMUM UCTURAL SI STEEL AT LEASTUDS BEATHICK AND A36E 33AND iCCS :FfORIO?,.' ��C flFo • • ANCHORS INTO GAUGE). SHALL EXTEND AT LEAST 3 SCREEWTHRR2EAD36EYONO TE MATERIAL I.ss•H-V4VFmUwoN)HON '4.S�ONAL ENG•�• BID it f112 ANCHORS INTO WOOD MAY BESTEEL, 1&S GS, OR410 S.S. A LYNN MILLER P.E. FL P.E.0 50705 TABLE SA NWlbn Caplc bhly aXl` openin0 Wan IkrwN<vlyeD/m➢IN mp min mF e0b muNOM)orOponlnp Wiehl(brFerhblYvm`speMy 00N IOON mlor+) 1]Oln NOIn +mN 116xY35 Nn N TmplOmp aeYiquu iaelN Tplttlm} iw9m .belNpvW wm0v Tnrmnq. te.aa/ RnImpAN Iwo-§§q T�IManp 3ovBrq Plalan@6r 1®agv' MpTen6 �.a$m R.[Iupular Taryieua Lo.m.D IM1[I[npWu 3au$W imp'Mn4[ Imelm PEOWIin, w+mv Tn[adn, Lo.a.gv W[0npula! 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B(0M10Wa LOn.G O lIMhi OWWv ISWBOAIN ImN0IA2N mOWf AD I0] Ml Ea m01w IllO Pv O.0 IUap. hN.l�Man. {%4.It WA Wq WA fUA WA WA WA WA N/A WA WA WA WA Nq aMNm®Odl`Mh 1 MCMIFtlq ff4. n[ IBBW 2Ub N50a tM OJ IW Im In lb 910W +MIN >R ae IaM Im P[ 221W H00[ aom. ]M0Mv 01.1P LM GLIECy6L.62 H03f awm ]m0v WA WA WA WA WA 1MWI1 WA N1b M21N 1 X00B IT Is THE H OPTIONS FROM THE TABLE PRODUCT REVISED p In mm IIIO Plod" 9nlialne oa NOA-Nn. 17-0630.01 Explr]tlert oat,,Ulfj f2021 FIGURE I: FIGURE2' TABLE NOTEB: 1.250' F-1.2W-1 • 1, SEE SHEET I FOR NSTRUCTIONS ON USING THE TABLESANDSHIM25 FOR VFOWMTION I • ON LOADING. SEE SHEETS 24 FORGMERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENNG WIDTHS mALLOWABLE I I I I1 Ill ] �NY..Y.NN FIGURE 3: 3) MUUJON%6,2i; HOLLES IONTO CLIPS SHOWN ME FIELD SCKEFOR MENSIONAL RESTRICTIONS RICTIO 3Y�. 3.2E0' .` Sa:'•• SHEETG 21-23. HOLES -2 BE DURESS IN THE FEID SUGGESTED. APPROXIMATE REGTTION& NS JCENgF CANGLELIP MUST SHOWN ON SHEETS FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOGTIONS. BE USED T _ * N0. 68745 INPAIRS. d)SUBSTRATES: CONCRETESFV]LL CONFORM TO ACI 301 SPECIFICATIONS, HOULOWAND GROULFILLFD CONCRETE BLOCK UNIT (CMU) GHPILCONFORM TDABTM C9a. WOOD SHALL FIGURE 4: FIGURES: FIGURE B: SEPRESSURE-TREATED YELLOWSOURIERNPINEWRHANSGOFOSS.AUMINUMSHALLSE BO6HT5AND BEA MINIMUM OF.100"THICK.STEELSTUOSTOBEAMINNWGRADEMMD �0.(.''• 9A . .04VT ] K(19GAUGE).STRUCTURALSTEELTOBEATLE0.4T.IM'THICKPNDAOSALL .100' ."E. F #1O�1ANCHORSNFOWOODMAYSESTEELlO S.S.OINTO METAL SHALL E)(TEiID ATTHREADS BEYOND THE MATERIAL. 115"X315•MN MR 1.2SUUMFOA ��'"ss'OMAL E' MIRNLLEDU MYLMUILOR rr1,I 4 E F6]DMUIlED UNITS FACTCRYM1IULLED WIT9 A. FLP E.#SBTO TABLE TOA 01; i 1 4 Z g o z of N 2 W 'oo W d ~ W Z Z N qpp ffi S ? g ¢0 �& Z y I- X = Iq P r A ® K x p G a Oy9 p EY' ZOO N T LE 10B ANCHOR CAPACITYADJUSTMENTFORMULA: U - G €fL (DR-) X ANCHOR GAP.,e,,,,, ANCHOR CAP.,, o sa S MULLION CAP.__ PRODUCT REVISED USE THIS FORMULA T00H]AIN TOE 'PNCHOR pl Ing w]u me Flofitla CAPACITY REQUIRED'CORRESPONDING TOM HOIA-xea '17-0630.0� ACTUALPRESSUREREGUIREMENTFORTHE OPENING, WHEN IT IS LOWER THAN THE MUWON Pxptraupn Date l2612021 CAPACITY (MOM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELDAMINIMIIM ANCHOR By CAPACITY WHK:H MAY BE USED TO QUALIFY m1a. Pro._t eeDA ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE TABLENOTES: FIOUREU FIGURES, 1.250'-1.260' 1) SEE SHEET I FOR INSTRUCTIONS ON MING THE TABLES AND SHEET 28 FOR INFORMATION © . ON LOADING. SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS w AILOWAEUE. 1T L L 11I I ll]// 0 N FIGURES: SHEETS MULLION AN HOI_ESION BE HENOT FOLLOWING FOR GDIMENS ONAJ_RESTRI IO ` 'C�'�'�10EN3 •Rli� ]�% ANGLE SHEEi521-23. HOLES Ib BE DRILLED IN THE FIELD FOLLOWING DIMENSIONALRESTRICTIONS 3.260• 3.25p';'1 y CLIP MUST SHOWN ON SHEETS 21-YJ. FIGURES SHOW SUGGESTED, APPROXIMATEHOUE LOCATIONS NO, 587M .P �.. SEWED W PARS 4)SUBSFIULED ONCREEBLOCKONCRETE UNIT(ORM SH UL CO FORMTOSPECIFICATIONS.HOLLOW ND SH ,^9 GROUT -FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM G90, WOOD SHALL .1 ••µ. �; FIGURE 4: FIGURES: FIGURER: BE PRESSURE- TREATED YELLOW SOUTHERN PINE WITH AN SG OF U.M. ALUMINUM SHALL BE 624°%�O •'. BTA EO / ••�� 8063-TSAND BEA MINIMUM OFANY THICK STEEL STUDS TO BEA MINIMUM GRADE 33 AND 1 q 4!/` .045'THICK 18 GFLGE). STRUONRAL STEEL TO BE AT LEAST.126'THICKANOATB. ALL �G 4`S] •` .ORION #µ1008#12 AINCHORS INTO WOOD MNTO METAL SHA� AY BE STD AT EEL, IM S.S. 410T 3SCREW DS 6EYONO THE MATERIAL 12MULLION FOR 1.2MULUCH FORA 4JAis�ONIAILI��TO\ • FIELPMULLEOUNRF FACTORY -MULLED UNITS A. LYNN MILLER P.E. FL P.E,# M705 MPlllen cep¢1y O51a h.M]) Openlnp WIAm (krveliicelly-]peYAiy mLLliole)aropeninp Halpht @nMlimmellyspenMp IM11prs) 6ph 601n IOh 6pN W91 ]pl iu ImN 140N 1601n 1260656 PwWAulvr LvrdnO ilyTMnp. LutlFO Ra[M1np6v Ln6rq inp@mnp, LveM9 P6[ImAuhr 1oa61ry ilapTiup. Leediq .0clopulal Nang TrtpI6Au4 Lv9dm PlvingMJr Lvv6np inp?AmP lvalLg POsurgAv L� A TupTtlup. Lutlbq PCanpihl b69np Tu]rtNnp. lva6n0 0.avWpua[ lullp TmpTonp. l6nRnA P9daryulu Lvelm9 ¶apTrlorq. LONInp 5.020 PIum. 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WA SW I¢ NIA WA IWA 611W BSaN NON NOTE FOR THE OFFSET CUP, USETHE SAME ANCHOR PATTERN AND ANCHOR VALUESAS THESTANDARD CUP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. FIGUREI: FIGURE2' FIGURES: FIGURE4: • • • • • • • • • • FIGURES: FIGURES: FIGURER FIGURES: FIGURES FIGURRIO: ANGLECUP (FIGURES SM) • • MUBE PARS. BEUSEDTOQUA1.WY CAPACIIYTABLE. TABLE NOTES', 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS& FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANO/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCAM FOR E MDIMENSIONS, SEE SHEETS 21.2a HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-M FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 301 SPECIFICATIONS. HOLLOW AND GRCUT-FlLLEO CONCRETE BLOCK UNIT 1E PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. LEAST AW THICKANDM6. ALLANCHORS INTO METAL LL SHAE I At2 ANCHORS INTO MOOD MAY BE STEEL, 1M S.S. OR 410 S.S. PRODUCT REVISED as `nno"InoMob lb• Floritla No".. 77-0630.01 ENPLm11on (Date 0512612021 No. 58T05 A, LVNN UIULER, f FL REA 6BT05 TABLE13A MNlpvn Ce o TeSb Opanina ® mY'liw wl]lmis) Or Oponblp Nelpllt ealn SorlM]b1ltllntPmrvtg IIm In mJllw) mi. a0m MN IIIIJI(t0r nN 1 1401n ImN Zx6i]8 pmb,yts LeNna TopTAON. Iea4N Ru:lsgaer L®6a0 'TnP'itlan0. l0•NO Pvvlenyar We" TrvyiAc'p. LmJ% PecbngWv Iv a TWIAaq lamb; Re[IVIip.As wwh, T 'r0. jmIN Rv 1WWAvr Lmdnp R]yfeal0. LvbNp Rxhigla ImdM hglTlen9. LasMp PxlmpJv Wdlq Tnfatm. WBe10 RavfvnaAm mv6ry T4RAvnp. lamllp Rum.Tubo Man.. s d gppg a b� 01I 3 gGg, u> g� v 9 pK 69i y aS�yh��$. Wla F a a b � a J o 8rp i1� p a_ �@. U9 �., a� 8' o �� n u 9� % q.. d� s� 1- B� 0 mn naA am nm as I ,a i0 +lno An nm em me em nao 9M vn0 sle 17" lite Imn 1a Rop 1:w f>m m Roo flee Run W Im.O Im in.. ea IMA low +me ea bN Im0 To n0a SN JI W 90A Sol ROa 99] Im.O si0 170A 1133 Ina Mi I]00 t1]e fr40 en 1mA Nn Ina em ino nm 1710 an tm.o te9l Ina 600 1m0 ZY! fm0 BA 'y.@SN 1m0 i11 1m.0 58] Im.O pA 1I40 931 IIa.O Icm +10A MI Imo Ms imo TD INA t]Q 9 llT IIOA IIIP +mA ]56 IIOA IIw Rn0 TSB 1m0 "2002 In. ]M I100 m91 Ins T9e Wm IT0.0 ]9i R0.0 912 IAL 9.S im0 wl no.0 11+6 f]OA AI +m0 izie 1m0 ew R4o 11]I +mo wl In.0 IMI +m0 am 1I00 1213 I ➢ MI Ina EzI 1m0 M Inc, 2W ROD ml Oah In� Me fm.0 ]m 1]0.0 tma 1)0.0 in +m.o nw R4a em fm.0 U1T IRO BN n40 1391 110.0 W! 1AA ITi1 1]PO 103] flan 21X I= tow Ine U79 1m,0 1ms 1n0 "M Imo 1m3 ei In IM.O w0 fins )1] Doe 1116 1Me 0.59 MI 1]Y! 17MO w0 Ina 1N0 'no 1011 170.0 Iia RM tam ImA I0.`.p 1]OD IIII Imo II31 1mA Jim Imo 2W] 1n0 11T1 IN.O AM Imo 11H mN 1700 9TA 170.0 Tee RDA 11W Ina am Iran ItM nna Ima 1No on l7aa lam 17.0 RM 170A I1w im.o 1me +nn 1n1 nnD mm 1ro.o Ian +ro.o zrn Ima 12m Im.o mR nnD ssm 5 aM ]aN Iro.O R0.0 +ms tla Ra.a 1i0.0 @e 8]T Ro.a 110a tns +We in. 1m.0 Imo tOm fmo n0.0 Nag TT10 RaA 1T00 Rm aro ta. 1m0 1. 1l& fTO.o fm0 tae 1]II Rao ino law ]019 tm0 1]0.0 IN 1{31 ROX +m.a 2R5 m1] RDA +AA tM7 lom Rn0 IIOa am ma RO.a n0.0 HM 1® ti0a 1N.v ]ary 5110 fTO.o 1m.0 t190 1Wf 1m0 1n1.0 Aw ]SW In0 1m0 ISL Rm `a )eh 1n.0 1151 Imo o 110.0 1bl Doo 1He I70.0 10H 17U IZM In0 IN 1m0 1]69 1I0.0 20R b00 1474 170.0 2302 INA Im! Ina ]]w 170,0 17M 1M0 "M 1A.0 1/n D00 O00] 1740 17M Ran 132d 1"a 11M 170.0 1M! 1M.0 193 1m0 1ei9 1R0 11 .0 1. 11.1 mal 1iU.0 1]W 170A MM 170.0 1.1 laD mm 170A Via Me 3413 1n.0 na +m! Rw ".a Eel mT E. 14n Imo 1]Y! Ri.0 tlm 1)40 1w{ 1ma wea 1n0 InD ffiI 1 a 1799 1n0 2Y0 1n.0 102 1n.0 iM0 2m1 11n0 Mw 170.0 Mae In., e1N IMA 21n 1200 XW IMI !M 110.0 t1M fmo 1102 I We 110.0 ISO 1m0 =9 IMA I1n I70A 2310 +m0 lw1 ME ff 9!1 170.0 IIN I a wausT 2]81 111A alit Ima V81 +wA 221t 101,0 MI 1h.9 22U I9I.) 9fl 118.0 31m 111N 1mA lwv tm.o 1191 Ii0.0 tm6 n0A Ilm IMO 'PM Ina 10E fins 2P31 1R0 3i19 IS1.1 292 193] 2Le imA mSa 11L1 Ylle 11].B lmi 121A 2119 W.e 3wl I13.1 31m wA ma tm] 'd)m lmin Imo 1RI im0 15M iMA 3ta5 n0A 1850 1310 E4 1M0 19a1 13i1 YdE t4U IW 1241 2232 1273 lab tm.1 E 1131 1911 Ml aiE m.1 11R T1 22f2 M9 1w1 aid 202 91A ME INN 1'Ht 1391 17&a w- M3 1N1 n 14m wA I.YI E twt T3 IMI w.7 liw 6¢! IyA R] on @.6 1m1 611 IN 121 1591 M.0 Iim N.) IM4 101 19H Sam 1511 IU law TABLE 13B AncOarp c TaOb IM eWIMe 2.R mAWd. . MYbn CNu AeinITY8 Cwcowsm 1MFma Emm WMWVs 1/199 Ea ylYBm I9'.E k Amm Maim mJI yM9 ]I $a-PIJ Y1251 9 6uw(G91 (Y1CSarCAP petlaT9 Egaa mpee�Y EnEMmml(NF 4Amhn®I.i]'MM. O.L./SWdeV wOReI CI¢ BAnvHn GAaS WI o.C/edfYiOloral6el ffN']J. bMVMa(9171 Yh OC/9hNSC(ar00e0 4y 1ArcN1F®YKrtaL.I R14e Mah Gyr/F11.9f BMc0na 19 a'f =1(21b5AIIV p 1py.01 12 M+Lan®IJ"yN 4Cl1A2+9Np1 C.'m/Eh i] eAmlen ODtN'AUn.0.Gl41ah aao.l]SA9w.ffp0C OAICMF®aG'Mi. O.ClaCfa. Bfb.Il4Atw. alp Bj a M[bf ®lm'bT. L.W FAp 6410Y 1 AMMa I.il'bN.4L]F4 .1i3 1' iW' eW Yn eob tlWW iWb 1bWlm Im01m WA WA Mom 9m 8e 2 ISN ]m 2e >BOIm Lmlm ]m llv i0wbv 21mM NA WA 3mae iwlle 1' 18M 1]]Im wolm 1MOIm 6m IEe IYab IMOb WA WA 4W0] ]m PY YtR Ly1' f]eDlm N/fl 2 14b 21es ml IM91m Sha lm WA WA N'A fal00n WA 1' 1.iM as@a ewrM WA 1fM We W WA WA N'A alOH NA P1fl' 1111' malm 9la lea Ma IW Ma ha 11m 1m 13m Nf WA WA mOM 410b 1 I.,. ]N lm im Rf NIA WA WA WA WA WA >Wb WA bl/I' i1p Nf f1MG wmb lemlb ISIM 15001m WA WA iwlm w]•f S 9iAlm iaelm NIA 14. 14- - WA WA WA 9]Yb WA x1T Wlm nabe WA pb I1- WA WA WA ENb NW Y WBAf tw3W 92 1099b ]1111m WA WA WA W9P 0.N' 1J2' X11aa a ft la mane IY]Im mi90e WA WA 311 os bb nW' i316' i41m melm t)Nb 6L'W] TINb 3W11b NM WA 1GIb fA tle 0.921' mMa Ya ¢a Rm lm 11m 1b law lm ff. toolm INOIm affi11N W. 11Pb 3101b alm lb 31001a1 WA WA an P1 13a1a6 NOTEFEIRTHt Delatl. P,4 to FIGURE 1: 'MURE2 MI FIGURES: fIG ANCHORCAPACITYADJUSTMENTFORARIM (DP_)X MAW10011 APP.,�„�, 1-ANCHORCAP.- USE THIS FORMUA TOOBTALN TIE'ANCHOR CAPACITYREOUIRER QUIRESPONOIRTH AN ACTUALPWHCN ESUMEEMENTFORTHE OPENING, WHOtl R IS LOWER THAN THE MUW ON CAPALN.IThIMTHE TA MINIM MANCHTHE EOTEO MULLION, IT WILLMELD A MINIMUM ANCHOR CAPACITY WHICH MAYBE TOY PDOITIONAL ANCHOR OPTIONSIONS FROMM THE THE PNCHOR CPPACITYTPeLE CHOR PATTERN ANDANLIiOR VALUES AS THECTANOAflnulp. TABLE NOTES: 1�go \ I/+.'d �7 JJ ' 16) Lp \ FMUREe: FIGURES: FIGURES: FIGURilh .GORB11: 1) SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON 24 FOR ON f • b � �' F-T-1 LIS3)MUWON MD MMLOADING. SEC UONNUPHO ARE NOT FOR EMCT DIMENSIONS, S� CFOLLOWING RESTRICTIONS SHOWN FIGURET. SHEET$21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. ANG E CUP A)SUBSTRATES' KCONCRETE 6WHLL CONF CONFORM AASTM PEGFICATIONS.HOLLOWAND GROUT-FI (FIGURES -)CONCRETE WSOUOCKUNIT NSWa SMNLLCFDF55. UMNUMSHOLUODSHBE T5MDBEAMINIETREAOF T MUST BE YELLOW SOUTHERN PIO BE A MINIMUM OF OE5. ALUND DM AICK(18 GAUG4 OBUClIURMUM EL USED IN THICKSTEEL .12V THTOBEAMINIMUMGRAORS INTO De.S THICK(i6GAUDA T T3RALSTEEL PNPS BEAT IEAST.126'THILKANOA36. ALLANCHORS INTO METALCHAl1 EXTEND AT LEAST 33LREW THREADS BEYOND THE "MRN . K10 K1N2 ANCHORS INTO WOOD MAYBE STET-L. l"S.S.OR 410' PRODUCT REVISED he mplyyan9-HII IN•Flarlda ..R.lnv C tl0 NOA-Nv. 17-0630.01 * _ No. 587M I IN LC Muieob Capadly TablD ONO OpminB W WM (Tar W9tlm(yapm91m nxunDln) Dr OpenlnB Height (fm MAmMaEyMertYlg Im01vro) Wln ®In Min SO Mm 1001n 1.roln WBN t861n 136'R3.11' RecleryJn I^°!IW TRdrM1ry. ID3Ary RMaryJer "t"O Trad9Jvy LLW'vp RCCtA®Na 1un109 Tnd9Aory. Im.MB ReOarylT IseMW Till T Inblm XCCIIDguIY 1/.b1.9 Trap'TOPop. 1m0N RtlbmYler lmJlp Tmp'm9y. lMiry RrtnnjWu U.,U.,bo1IN TraFRI,. RMOIMUa LwbMq Tm{VI4Pg LwYN Rsleyu6 ImSNB lnpTfiuq. 1oeJn9 aA .12s^lumMIbaMun8 : 4i 11 t1A2 M YA2 SB id49 419 1W0 6iY beB d1d Wi 1M6 111 001 618 1N1 111 ]21 bR iMl d11 801 6ffi 134 d11 61.0 4a6 134.1 911 46.1 5'A 1311 111 580 1IX9 BB.9 1W p.i 315 fi40 IW WA 110. W4 IW 814 3f1 69.T 103 ]R1 915 d93 4% ]0.8 314 N.3 403 m0 ii9 ]I.0 10] ]8.6 9M 1%.2 d0] ]fl8 3N 6AOiO]93M']1.8 NO ..0 Y2 672 3B9 1&T M2 E48 L9 112 m.5 1W.H.] 'ffi W19A TiR 9]6 S) 3@ 61S X3 WN 67,0 9f0 66]lW "1 211 4L5 Wa 6).] N2 41 310 bib 2W lV NB W.00a 318 .D NO 183 81O 49.1 290 N2]10 dflt 2qB 212 318 IA1 NB 60b 496 m 412951 214 15l 259 4d] 210 M. 160 3]3 ]O1 T.] 1be N.B IDd 2C] 250 3&1 2W S08 2W a.1 10t tT.T 250 ]11 'N1 10.6 1W. 322 301 Iff IlB3B1 '195 W-0 TN 91�T 1W M] Z% 31.0 IW ?].] 1N '81 19B ]1.1 ZM 1A0 1G 1]D 1l1 M.6 in 1S3 2N %5 111 Id1 1. 86 1W 31D21] b]l iT9 :&521313.81T013213.2L1 '1]0 1fl9 213 23] 1W 116 213 4.2 16]11.8 313 'Rb 1O8Rh20B1]0 Il9IM 158 1R R4 1]B 219 149 1L9 1]A 113 IO 16.8 NIB 1fl] 10 1B1 1n3 161 190133113181I].O 1'.UAN 226 1R 3 Ile 1R 19.9 1fl 181 14 1L0 110 I AbM lob Aneh CapeUry T�bN ba 9Ja0aC 9'A CmcMe 9Sk CDC. XOOw CMU FllDC.N PT WKO M9a Anc1DrCBp P6DCme NBOuryP' M\6'E20NIISm VP IXYVDfdm 6116'EkD Wam &16'EICDI111fMM Ili"Eko Nlm[ol 1l4"ES Eka AkPDEyltl 6/16'EHD YRrv[M \/4•SS Fko Pgm^aYo� NW SIB 1n154N 3cmv (fS)9[rn I^.-6) tl354e1 9crtV 1➢p FOR CNIanelm 1` AVS 1• 2VL 3N• t• ?tl2' '1` kV2' 2' N!B• P 0.4P DSf• D.9?t pnmypM 139' fYf ty1' 13W P i1IM 1-\!4• 1-1A INC YI/1' 4VP 2 13R' 15'b 191m' I Mlvo ®SUIn.pC.l L6Ary'e Plpa /IFIB. to ROIm iW le¢ ®Olm 1.4Dm tWEXe 6W 5091 WA I SW Ne I mDGG I ImR Ba 60id BBSb U901m TABLE NOTES 1) SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET FOR INFORMATION ON LOADING. SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANOIOR OPENING WIDTHS 13 ALLOWABLE. FIGURE 1 3) MULLION AND MUWDN CLIPS SHOWNFOLLOWING ARE NOT IM SCALE, FOR EXACT DIMENSIONS, ON SHEETS 21- 23. HOLES SSHOW SUGIN GESTED, FIELOFOLLOWIOULE LOCATIONS. RESTRICTIONS SHOWN ON SHEETS 21-25 FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. ANGLE CLIP MUST BE USED IN PAIRS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI MI SPECIFICATIONS. HOLLOW AND GROLMFILLEO CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C,M. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE WD TS AND BE A MINIMUM OF42W THICK STEEL STUOS TO BE A MINIMUM GRADE 33 AND A45'THICK (IS GAUGE). STRUCTURAL STEEL TO BE AT LEAST.I2S THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST SCREW THREADS BEYOND THE MATERIAL #10 & C12 ANCHORS INTO WOOD MAY BE STEEL, 1&S B.S.OR 410 S.S. FORMUTATO OBTAIN THE -ANCHOR ' REOUIREO' CORRESPONDING TOM PRODUCT REVISED as COMPIYInR with the Florida ..litho. v No".. 117-0630.01 EBplmUon Date D512612021 By m93mwa p.n ual CO.,-, 11111!1]Ir NP. 58705 •� AlE P�•' Sir70NAL ECG% A. MR MIUR, P.E. FL P.E.# 68705 1 /tnl.G run mulMn Ca aolly Table (Them OpaNng WitlN gmwNmlryspan9ng mWom) or OpenMg H9gM (fnlor�mnMlryepemlV mJBare) Son wh .In min ..in two TAN 1401n told b]b b0 "'"'non LmAop Tgl]ASo. UN, ft"co". 1mMH Try9Merp Lwfinp Peclenp4u Im&10 TrQ'ibaio LudN9 iktlmnpYV Iru•np TmpTlmq. LeeJlq NxlmWla Im1T8 19xn'nl%& Lm6rq NaNnA'8Y LNJIq T'gYirlW. LwSrq FaclaµlY Im6np irW]tlry. oWig RacegJel Rdpion, luMp NeclenPOV lav2rg ]IQRdEn IaaOne BAYMULL 8 fi R^ eg F $ fi- b ppg R+� 8d gg 8g 6 ,1e dd e i $ a d 5 sI dd� 5 x Eg Effi g a P �'1 It A d II ag d .� g BSI dd a $ d 4.1 i i gag �S p^, .g'LUQmp 11. tIDD 6M Imo 4]3 SMA 74 IMo 4W 170.0 NO 170.0 me 170.9 W2 lion 516 INS 1115 tN.o @I A0.0 INS INS SO, 1M.0 Pm 170.0 421 1700 IM6 90.o 01 USA INS Imo of UN Ro.O 70B ROD 6N IIDA 050 1)O.o SBI ROA BV3 110.0 m0 1m.0 11ll 1m0 WI 1]0.0 12W Im.O 6T tIDe TUT R0.0 6o t5Q2 169 1]0.0 E00 1]0.5 1622 170.0 60 1113 15II tma o0 o.EH6Yi ROd Tf1 1]40 03 Im.O 2W 1m0 671 ROA 1040 I]60 Sef tm�0 1193 tTll.o Y!] 1)60 1319 1]0011"2"'3 1M6 R08 T56 1MD 1u] Inc, T59 11l] IU3 1m,a }Y 1020 Ilp Imo Wa NN tm.fl W] 470.0 112 TVO K! f]00 691 tlR9 tf 16 1T60 ]51 1m0 12W 1m.0 6m 160.1 1HSl Im.ON., R51 1m0 BY H4] 1963 IN.o NO Im.l MAI 110.0 NO SM2 Ro 1m0 ml mm ROD tl5 1m.0 >01 lm.o ftfi] t]0.0 M] f61A 131B 1]60 078 flB.l RIB 1m0 eU 11BA RIB Il9AON16.8 IRe t31 6M ptf 1219 91.1 913 oA 1311 tU.l 03 M.1 1216 11&1 0l] mM 1m.0 CO 1700 74 1m.0 1118 t]0.0 Bo IS03 1130 1N.0 W] MA 1110 10.0 Ff 116] JIM 10.92.1 1150 IM.2 ON 1]A 11M 1m] 671 MI 11101383 B]0 83.] tlo fA3 em WI 1700 716 1524 INS 165.8 081 INS 1No 1/B.0 mf 1143 Into INN 00 IMa %No IM4 A INS Intl eM WS IWB INA Art 0.] 1. tm] 0n -A Im1 tm2 11ax91WO1m.0 mi0.f 1W Ski69BWln 11p.] 7Po 1D1 1w 29.1 )m 1.4 6m NA TW So.] M] W.a M B38 No Yd no NA .0 M 71.7 629 On ]W 13.1 .4 ..8 In 62.1 119 R4 ]m 01.1 61]no IIAS 6R 0.] to p41 6N }41 1N 19.9 No 02 no nA Sol WS TO WB A IN M7 605 183 }o SBA NO 393 m0 563 MS NS ]M 655 We OOIn '21 9M ]aA MB B41 569 829 IH1 61R !o M9 1H1 <!A M3 1. Sm I" Me "A .l M6 409 4IQ $10� !S>b2 3B 64l ]].] NS tlA oo ]IA N2IN 61.1 N] IA6 /9! 61.5 439 /U No U.0 f71 VA N6 191 4:1 ]3D /0 ..1 .1 18! ]13 900 N1 IM mt lO 21.2 US Son 3M UA 4% 230 390 Im In N,t 'iBl /].fi 39] 341 391 MB NS '®A 3B1 ]1.1 3R 261 ]d1 2Ib. 33} 9.2 ]B1 R1.0 0.6 191 220 336 RA 391 10.] ]31 11.9 191 1).8 515 fitb ]64 3m ]H3 335 ]2B 90 31.0 ]]0 37.3 MO 28! 9.9 MO Sm 2V BA 21.4 ]m III 02 310 20BItch mA ]R W.B 3B9 2U ]i] ffi0 3M 21.1 OR VS 291 RD 317 198 ]ft TUN 17.6 220 HCLt lJn Aa1110rCn act Tabk ba BYba#a 2,7k onA*1 kod Corm. IJlw"M111 ia mmkl�In- FIGURE FIGURE 1: FI El FIGURE2: FIGURES'. ANGLE CLIP (FIGURES 1-3) MUST BE USED IN PAIRS. TABLE NOTES 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. 2) UNSAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EKACT DIMENSIONS, SEE SHEETS 21Q3. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-M. FIGURES SHOW SUGGESTED, APPROKIMATE HOLE LOCATIONS. 41 SUBSTRATES: CONCRETE SHALL CONFORM TO ACT 301 SPECIFICATIONS. HOLLOW AND GROUT' -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. W000 SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF O.M. ALUMINUM SHALL BE 00f5-T6 AND BE AMINIMUM 0F.125- THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AN0.045' THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST.126' THICK AND AN. ALL ANCHORS INTO METAL SHALL EMEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL, tt108012 ANCHORS INTO WOOD MAY BE STEEL, 1"S S. OR 410 S.S. THIS FORMULA TO OBTAIN THE"ANCHOR %CRY REQUIRED' CORRESPONDINGTO AN JAL PRESSURE REQUIREMENT FOR THE VINO. WHEN R IS LOWER THAN THE. MIRUOt TH %CRY(MOM E TABLE) OF THE SELECTED -ION. IT WILL YIELD A MINIMUM ANCHOR WRY WHICH MAY BE USED TO QUALIFY ITIONAL ANCHOR OPTIONS FROM THE HOR CAPACRY TABLE, 30. BAY MULUON d a N KA55 '9GO oy no U Q O a PRODUCT REVISED as o•mPlYing with the ilmrlBa NQA I n1 Cptle xoAt4a 17-O630.O1 Elplmtlon Dm•OS12612021 B mYair• Product Control * Nu. U705 �vHt11111" . A LYIO �p15LLER, P.E. FL P.EAf 58705 Owe MPnlon Ca t TaA19 sAt OpanInB W14N(IarSafiw3y-M6rc51D 1nlDOm)OrOpNliTlp HatpMRmdMmlall`sPmidlD llvQMv) Mt. Nh )Olt NO Cook 1NN 11 k last IM. 326. 46 PsvbnW'a fn°3^0 9tlnlc'O I°a3w ReUarpir lvmnp Rp'9Wa lWN FNmIWIrt Lorfw Trµlr4wp. lo'BN Repan9da LmQt10 TNJrbrip LavmO PaMW'm metling9 TgYJXVO. lames WUVNdu LmdmC TmftOwJ. Imab flwHnptlu meow TepRAmO. LOWw Pe[tm9ulm Lm4w 1]epRNw. laedn0 Nlanptlq Leveip Ld1V]NM. ImGOgg AL DAYMULL F�3g 5In Fie 6 26 �d6 6'61 fc66 6N 5 6K YdC6 5K LD$$$P�, QK yq� F� �$ a `$a �6 j a G�6 5yj$=r 1H §� 9 E E ll ah POD as) IMOI I IMO }II IMO OM ROD 810 IM1 No 170A NI IMA MgI}00 1110 ROD IN IMO IYO 1T00 ON IR0 14M IMO all GoU IM IMC at 1NS 3871 IM0 W No, 1T0.0 M IMO WN IMD ON 1R0 581 1760 0b IN➢ BM 170.0 1Rs IMA NI IMO U75 IRO M IMA 141T IRO ON MILT 16]) P0L N0 143 loss1R0 No1221 107 IRO NO ..h 1}O.o )4] 'M. on 1M.. ® IRO BJI 17U INJ 1M0 as IND 11M 1MA M IMA 1N] 1T00 747 1R.0 JIN 17a ?a 147.1 159 170.0 }N aLl loss ITW MO JIM toss INO M Uh 170.0 MT 1MO 612 iMU MB 170.0 mafToo IIIO I"JO 754 170.0 JIM 176A 0M 170.0 NA IM.0 N} 1$1 1455 JIM NB I2M 140 170.0 Nt 110.0 JIM IWO NI 07.0 14M ROD NI Nh 1M0 0'b 1M0 Ml IlOD 1MJ iM0 ]O] 1ib0 1210 1MA NB 157,1 13N P0.0 9N 139A IJm IMO TO tE.} IMB 161! BB1 1M6 11N 15T.1 N2 W.B iPA 15}.1 ON 108 1]W I61.1 M2 NN P00 � 1M0 716 110A IIIO 1M.0 BN ID29 IM 1M0 WO f42S 1M 1815 aN @.l f]si IJSO WS 1N.0 IN? IN.] 94 B!A ttq 1]ot OY ILA 124T 1]S) WS M] 120 I157 Mal 5 Nas P00 ON iM0 A9 Im INp I= ON NBA 110 11'11 05 PAD 1W 14M 945 115A JIM INS on 10.0 JIM IW all a" JIM 1104 0fe H2 11W 118.1 ON M 110 1101 NJ T I. 1O1a 1016 'Co. QP N4.) I... 14b asp 1.0. 1M0 IT] W Mln 100 11A7 Ott ... 1M0 1050 LIT Ba' at. @9 Nr 0] I00 WA No FM 1010 97.9 7N N.5 1010 0.7 M Rot 137.4 Ka %as M 1148 Y4 laa T75 08.1 N4 107..1 T61 NO 9W 96..2 Ne M] 9N N2 7M N7 W! N] M = BN Al 718 M. as ]t.s 71. 429 No 21 700 }Ib IR.1 NI fY5 I51 1N8 as 1f2A T]O gas Cast 0.6 Roo M.l N1 BILLS 713 MI NI 014 M7 WO N1 Ml ON 5" BBf INI NI .4 001 .6 m5 MT PA1 07 672 WN MT -u Nl Ass me GO MI 6.54 Nt 641 679 MI 51.1 W SB.1 643 a0 &O 508 N} 4fA aN 4]0 SM J4s 6(6 41S al. .1 6N 341 Mt M Coal wo MT Mb 6a2 SN MI Soot NA `.49 !.LJ 40 0.7 NC MA .1 CUS M! ISB 10 37.1 No 41.4 08 N.1 SR AI 4A 21.1 NS MA 49 Us No No 4V CIA SN M7 447 INh l}9 11p NA 4N J9.B Mal 412 J99 fl3 IN 35.7 As No I Na V ]OI No 10 2" 3N no NB 2M ])) 2&0 449 22.7 358 17.1 44 2P4 .1 15'. 4L9 169 NO 111k M,1 a5 400 No M.0 tl5 YI.9 'JI9 81.1 IM 29.1 ]07 31.5 40 202 352 MI U5 W.0 No Is. 45 ia.) ]!0 109 Go Me 9d3 took sag No55.3 DI Rl" %1 :9.0 SZB S18 ]N 25.0 ]H 3I.1 ml 228 311 194 Yo 'a13 3]] IT! Y4 187 No iNk x0.3 ]A b.4 ]M 161 2M 1).1 3M TAELE 16R Anchor Da d Tabb ba aum11a1S zxxa+crth aeYgro, INYo wu FOW.0 PrMbm Veld ANv TyCe Anchor L2p PaQema Ytt'BYawuml 1N•Eko Ubeml Dir Eao Ulm L1P FkaNlecw 1/1'EMIOheem 114'ea Eko Pgp14W L15'Eko Ix^epm IN so Eko /q>e0em .10. 6uew lG,�6aev 912 S. IG51 912 Sktf a -IN) Eem Oebm.mr r z4¢ r b1R s14• x-v[ r alrr z st/r r O.N• nx Qm• EataGtlam WN• w4• wr w< z 1a9< Inn• Lw• 1-vr Les• wv z EAT' sr .m a McnwDe'I.Inoarn)x.sNgembr at 30aG xmm 4MIm O9a lm I.1b -.1 >stm r1nM SU In xMme etehe m. 1 AmAoo®]3'Mirt OC.I Na.3MP'e ClW rl at, TNb rhea )palm 19]a Ne I.C.5xsm NOIm Ya6s N'A 112a1b i191m BOa lm Ie9xlm Nxbe Ms. .1. NS ke "t I.00. tAMve®x.rl'MinOG/Nat MOe NPI .R t130W1 11POe attke rxlt by xatlm WA MOp WP IaSVIb WP 1]NEe Wq IOd IW f]Zlm 1WO Ve o FIGURE 3. ANGLECLIP �URES 1�BE USED IN PAIRS. 1/:1:I1�S[D%R 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEU25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATON BETWEEN MULL LENGTHS AYOIOR OPENING WIDTHS IS ALLOWASIE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EX DIMENSIONS, SEE SHEETS 21.ZL 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 TOACI WI BPEGFlCATONS HOLLOW PND GflOUT-FlLIID CONCRETEBLOCKMrT(CMU)SHALLCONFORMTOASTMGW.WOODSI EEPRESSUR6T TED YELLOWSOUTHERNPINEW APISGOFO.FS.ALUMINUMSHALLBEW63TSMDBEAMINIMl1MOF.I2 THICK. STEELSTUDSS TO SEA MINIMUM GRADE 33AND,045-THICK(1S GAUGE). STRUCTURAL STEELTO BEAT LEAST.125° THICK AND A35. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST3SOREW THREA➢S BEYOND THE MATERIPl AID 4 912 ANCHORS INTO WOOD MAYBESTEEL 1M S.S. M41D S.S. -MCHORCAP.„ YIELD AMINIMUM ANCHOR WWBEUSEDTOOUAMFY ICU? OPTIONS FROM THE PRODUCT REVISED atOmYlW ittothe FbfitlY Bulminp COG NOA-NO. O 77-0630.01 No EB)DB -_ STMJDARD CLIP 2.p00' I. ea6aTa PLUM. %SECTION 1 .125• E _"- CUTHERETO .3T5• �a125 CREAIEF{11P.SEE MIN. � OETPRF,SHEEtL L _J L J A E `' STANDARD cuP 606}TO ALUM. CENTER OF ANCHOR HOLE MUST LIE TOPYEW _ W RHIH THE DASHED BOUNDARY. SEE SHEETS &17 FOR THE ANCHOR D.C. .375' IN. Mu ______T___________- I 1 1 I I I I I i I i I I C 66OFFSETCLPLUIP 70 M 125' I PVIEW I -Is s UCUP I 8ALUM. X-SE l— %.6ECTIdV 125'J E I a46. 4— .338'MW A I UCLIP 60134e AIM. 701Vflm Z NTEROF ANCHORLEMUSTLIETHIN THE DASHED BOUNDARY. SEE SHGE75S17FORTME ANCHCRO.C. DISTANCEMAXIMUM ANCHORHOLE DiAMETERLANCHOR DIAMETER ♦1KW.. TABLE B 1'%2.1SXBxMMULLDN 6063T6A xa=crION --11-125• DLSANGLECUP 666SECAURA. p,ppp^ %-SEGIION 125^ I 27FMM I. — All —_—� 216ANGLE CLR WTC ALUM cw Ew CENTER OF ANCHOR HOLE MUST LIE WITHIN THE DASHED 60UNOARY.6EESHEETG 616 FORTNE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER. ANCHOR DIAMETER• VIV. Mu11 Dimension (shaalll) PGT P.AV Mullion B1tl. Clip OOst Gip ULIip Angle Clip 1•X2^X.125'(5) 66605 668113M M1118M 666243M 666511M I-X2-X.3W(6) 668W6 Still 14M 6MI16M 666244M BW512M 1"X275'X.37S'(7) 66607 66611W 6661120M 666245M 666513M 1'X27SX.650'(B) 66M OW118M 6661121M 666246M 666514M 1" X3.12s X.500' (9) 66537M 6861116M 6661114M 666242M 6665I5M 125'X3.188'X.265(12) 66641M 6661117M 6661113M W6241M 6MS16M 1.26-X211" X.125' (18) 69370 WA NIA WA 666517M NOTES: 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSICNAL RESTRICTONS GIVEN ON MS SHEET. 2)SEE SHEETSS9.1281BFORSUGGESTED,APPRO%IMATEHOIELOC/. S6PNCHORO.C.DISTANCE 3) SEE SHEETS 24 TOR GENERAL INSTALLATION METHODS. TABLE A Dimension Value on) For Mullion: A 025 1•X2'%.125' Aluminum Tuba Muilbn B 2.054 C 0.895 0 a740 A 1125 T'X2'1(.m A uNnu Tube Mullion B 2409 C a635 D 0.49D A 1.9T5 V X276" X B 3.000 .375Alumin C Q767 Tut'. MUD. D 1.118 A 1.312 l'X2.75•X .8W' Aluminum Tube Mullen B DOW C 0.476 D O.B30 A 20W 1'X3.12s% 'TubMull e B 2037 C 0.863 D L137 A 7025 1.25' X3.198' X.285•Alun The Mull 8 3.262 C aB02 1.762 fA, 126-X2.11-X 1.813 .121•Alum Tuba Mull PRODUCT REVISED B d vlyyl1rrgg with me M.rlm uilo totle NDA-No. 77-0630.07 No. 5ans 13SX33SX.t00• 1117X12SX.634' MULLION MULLON 8005TSALUM. ev:STSALUM X-SECTION XSECPON 740'gE1 12 1 I pp� 2.000• .125°g51:63TUALUM. I 2.125- 2%S L.L E CLIP tiY 2.OW" X-SECTION "� m:Vm ALUM. 1 0063.TBALUM %SECTION ,,25 N .125• %SECTION L U W_ O CENTER OFANCHORHOIE MUSTLIEMVN THE J OPSHED BOUNDARY.SEESHF£T01020 FORTIE � ANCHOR O.C. DISTANCE. MA%BIUNANCHOR � � IY HOLEOWIETE0. PNCHOROMMETER•1]1S. III __ ,., V X 4•X2,w S,�p• T-IA N OUTHERETO 6053-T6ALUM. .3)S 3.1217 ._CREATE ii11RSEE XSECTON KIN. DETALF.SKM4 I.260• I I I 1 1 1 I I 1 I I I 1 I I I I 1 1 I I I I I I F 394. 1 1 I I I 1 1 I I 1 1 I I 1 I I I .t6D• ' I I I s24• 9ADAomp N60 CENTER Cf PCHORFOLE MS.I AGW TOP/IEWU 1.5X36 SHEETS7FORTMCHOC. MULLION DISTANCE.MAXIMUMANCHORHOLE 6N0 T6 PLUM. �dAMETER:ANCHOR OMMETERe 1nS, X�SECTON 2.fi61' .12V .376" 9T5' 1.3]]� d25 19J]' MW. 1 I 1 1 I I I 1 1 1 .t2S .125 dS 22SS I 1 I I I 1 30• W'BAY NULWN I 3'2�45'BAY M"o. I 3250' 1 I I I fi081111ALM .________.a C)ISMA-ulk I %SECTION %SECTION 0 OFFSETOLP { r I .125' fiW3.T6 PLUM. 32g'J-.981•-i .226'J H..961'�1 .140" TOPVIEW NOTES: 1) HOLES TO BE DRILLED N THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET, 2) SEE SHEETS 10, 11, 13-15. 10 & 20 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS. 3) SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. e 375' RO ANCHOR IDASHIED N THE NUNO&HED RY.6 EE SHEETS 1017 F FORTHE ANCHOR ANCHOR O.C. DI9TMKE Al+DHOR ANCHOR MILE AMMETER:: F ANCHOR DMnreTEa•1na. DMIETE UI 606y" ALUM. TOFNIEW TABLE C TABLE C. CONT. Dimension Value an) For MYlllop: Dimemlon Value Ito) I Far Mullion: F G LOGO 1 4 X .125• Ttl Irani Tuba WftW F 0 1.W8 0.500 1.25'%3,23' X.624• POuminum Tuba MullNn H I zoo &000 H 1 1.435 3.260 F G 3.187 0.757 VX4'X .3]S Alu . Tu�B•T F G 2.625 1.125 fY5'X&&• X.629 ANnhum TIAe Mulllan H I 3.4W 3000 H 1 1.500 ]360 F 2250 IZ-M85° X.100• AFnfipap Tubs Wear F 2.61] 3 N.H.45•B G H 0.750 153p F 2.8]5 M 1 12W TAeI C ! MITI Dimension M,he t6) POTP.dg Mullion SM. Clip Dfist Clip Utlip Arale Clip PXPX.125•GO) 03M 860111N 886112f 6BSNiM EeWIBM 1'X4•X.WSRU U610 686112M M1122M UrnCIA 666510M 1'%P X.3]5'T111) ,.26'X9.26'X.10P(13) 1.0-%3.46 X.UV(14) U053 MM0WJ12 20101=316 68811W 00611VIA 660112PM 6MIUM BBBI124M 60112M NUGM 602410M 8662411M 660618M ISS5116M 8655116M 1.27X&64•X.&2T05) min M1117M 68N125M 66MIKI MS17M 300e2m(18) ones WA WA WA B665110M 450eoma I201 66640 WA WA WA 6-111M PRODUCT REVISED 25 omplyylng IM iNe FioelOa Bulltlin9 Cotla NOA-Np. 17-0630.01 EVPllvtlon Dale 05/2612021 i of 1111111111/I `;0 ......... 47, C( o C � JCENBp'+�'y .I FS •... toaloq..:.. o ALYNNIM1AIILER, P.E. O FL P.E.k 5B]05 TABLEE 1� I a 8 FG I .t25 ' r.125' F~.125'� s r �i $ bTPNOARDCLIP VCVP I 2X5ANOLECLIP oY g 6X-SECTION 60ESTG AL ECTION 66 ECTI N 2.W0° X-SECTION 2125 X-SECTION 2.W0' %SECTION NOTES: ry NING.T25' .125' .125' �I15 OU DIMENSIONAL TOBERESILLEO INTHE FIEN ONTHIS SHEET. O W 'nNe W DIMENS HEETS ESTRICTICNBG ESTER, THIS SHEET. T Z W HOEESHEET51&1]FOR SUGGESTED, APPROXIMATE �igg5._,. I w O au HOLE LOCATIONS. 1.43P j N 3) SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 5.500' [C k N CHf HERETO 5.000- 9TS W U O 6 3.500'-{ CRFATEFIXIP, II-� O1 o 2.000- WE' r.. _SEE DETAILR .3]S � .375, MIN n j Z � W MIN. r $HEET4 MIN. O (0 ____________________ ILI i I N na LO 4.WD' ' i Q Q N d 190' TX4'%.25 MUWON 3438' I F- Z V� tp 6061T6 ALUM 1 Q9 XSECnON i I 3]5, w N Z d 90o L_ ______ __J___ ___-___� __ __ L L_________ 1 MIN. `o W O tl Ozi N STPNOARD CUP LLCUP, 906}T9 P111M. 2%5 PNOLELLIP U 'Q ¢ O O CENTEROFANCNORHOLE MUSTLIE 6663T6ALUM SED FOR 2'%H"MULLION. SHEEP I6 Z. OF ANCHOR HOLE MUST LIE 606}T6 ALUM, rc tt' Zm0] OI .250' WITHIN THE DASHED BOUNDARY. SEE TOPWEW TOPVIEiV WIn11N THE DASHEDBOUNDARY.SEE TOPVIEW n O.O SHEETS lWMRTHEANCHORD.C. SHEEIS16-17 FORTHEANLHORO.C. — {{wily DISTANCEMA%IMUMANCHORHOLO CENTEROFANCHORHOLEML`STUE DISTANCE UMMMUM ANCHOR HOLE &mod-+ DIAMETER ANCHOR DIAMETER+MIA.. WITHIN THE BASHED BOUNDARY. SEE DIAMETER:ANCHORDIFMETER+V131. SHEETS I6-17 FORTHEANCHORO.C. PRODUCT REVISED DISTANCE MAXIMUM ANCHOR HOLE ...... with t6n Hand. 5.500' Buildin8 Cedn CUI'HERETO DAMETEP: ANCHOR DIAMETER+tl16'' S.WO' NOAJ1a. 17-0830.01 2W0' 3.5W' CRFATEFCLIP, fi .3I5' 1 SFFOETAILF, •315' 3]5' MW. r-SHEU4 MIN. MIN. EaPlra4an Da $/20/2021 -' r---------------------1 miam a vrcdud DRnw1 I I I I 1 I I I I I I I .250" 6.000' F E r 5.436 @ — _ _ _ — _ _ y 5.�5 I 11IIrur '' .laONY LYNIy�i/�, MULLION MULLION No. 58705 I I � ' XSECOON u MIN. 1_____________________4 MIN.- ' STANDARD CUPL V{AP DIS ANGLE CUP �i F`S�F5OH10PG��; .250" 80 RALUM. 60631WALUM. 6W3TBALUM. J'",,,IONAL S TOP VIEW USED FOR 2-X5-RULMON SHEET I] TOFVIEW / 1111 TOPVIEW A. LSMa FMIAL P.E. FL P.E.# 58705 Mull DimenslDn PET (sheet#) Part# MuillOn Sid. CIIP U-0Ilp AnUle Clip 2'X4"X.25'(16J 88602 666281M BBBT]1M 66651 i2M 2'X6'X.24 (1i) 66804 666262M 666272M 6865113M I. I I I I I I 1 I 1 1 I I I I I I I I I 1 I I I i 1 1 I I 1 I I I I I 1 1 i s.43e' EXAMPLE 1: SINGLE WITTICALMUWON W.)µgIXi1W XF0D IIIT 7r MuuaN E THE BUILDING SUBSTRATE IS MOM TO BE WOOD ON ALL FOUR SIDES. THE YANDOW FRAME DEPTH IS 2I!W.THE OPENING REQUIRESADESION PRESSURE OF 460.W.SOD PER 1)INTRALLYASSUMINGTHATA1'WIOEMULLIONISSURABLETHEMULLIONLENODIIS22'ANDTHEOPENNGWIDTHIS3-M-1--M'.REFERENCWGSHEET25,THECOLUMNUSING RECTANGULAR LOADING MUST BE USED. SCAN THE MULLION TABLES FOR AMULLION THAT IS AT LEAST THE WINDONFRAME DEPTH OF 2-114-AND WILL MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+W.01E0.0 PSF. IF THE TABLE DOES NOT SHOWTHE E SIZE, USETHE NEXT LARGER SIZEAVAILA&E. FROM TABLE 3A, SHEET 7, THE 1' X 2.75' X.375' MULLION (LENGTH BTl, OPENING LMODI =T0')WET3 TIE NOT BE SUITABLE FORTHISAPPLIGATON. 15+A58.3 PSF AND WOULD FROM TABLE 4A SHEET 8, THE 1-X2T6-X AW MULLION (LENGTH • T2', OPENING WIDTH -701 HASADESIGN PRESSURE OF+N27 PSF WHICH EXCEEDS THE REQUIREMENTS FORTHE OPENING AND MAY BE USED IN THIS APPLICATION. NOTETHE ANCHORUPACIIYREWIREDOF83fi USE. 2) USE TABLE 48 TO FWD THE ANCHOR TYPE. ANCHOR OUANTTYAND CLIPTYPE REQUIRED FORTHE WO W SUBSTRATE BOTH THE STANDARD CUP WITH (4)012 ANCHORS ANDTHE 2X5 ANGLECUPSWTM(4)012ANCHOR]HAWACAPACITYCF885LBS.THWGHMI ERONEWULOSEUSED,THESTANDA WPISEASIERTONSTALL. ]) VERIFYTHEDESMM PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE, OF VULUWS ORFENESTRATiON PRODUCTS, WILL APPLYTOTHEOVERALL AS VTLY. FINALDE3IGN PRESSURE REQUIRES THATTHE BOTH THE MUWCNANDTHE FENESTRATION PRODUCTBE INSTALLED INACCORDAVCEWITHTHE INBTAUATONSPEOFICATONSWORESPECNVESUBS MSANDFFNESTRWNPROOUCTSTWM IOR IN THIS PXunPLF THE CESION PRESSURE REQUIRED WAS •1-60.0 PSF.THE OVERALL WLUON SYGTEM WAB DETERMIWDTOW R7FBF WRH ANANCHORCAPACIIYOF B.18LBS.ALTERNATNEIY, THE ANCHOR CAPACITYABJUSTMENT FORMULA COULD HAVE BEEN USED TO GLLCIMIE THE ANCHOR CAPACITY REDUIRED FORTHE EXACT DESIGN PRESSURE OFEO PSF: )60 P5F)X( 72.E P636L0SF 3=514BLE3(MAYBEWMTOQTTALIFYM105TFELSCREWSFROMTABLE4B) 1 THE BUILDING SUBSTRATE IS KNOWNTO BE CIVIC ON THE JAMBS AND USES ACONCRETE HEADER AND SILL THE WINDOW FRAME DEPTH IS 24L%.7EOPENING REQUIRES A DESIGN PRESSURE OF+50.OId50 PSF. FORTHE VERTCALMULLIDN: 1) INTIALLYASSUMING THATA 1' WIDE MULLION IS SUITABLE. THE MULLON LENGTH IS ]2'•72'+1' IWMD THE OPENING WIDTH IS M'•3W+I--7T. REFERENCING SHEET25. THE COLUMN USING RECTANGULAR LOADING SHALL BE USED. SCAN THE MULLION TABLES FORAMULLHINTHAT ]SAT LEASTTHE WINDOW FRAME DEPTH OF 2318'AND WILL MEETOR EXCEED THE REQUIRED DESIGN PRESSURE OF+50.01-55.0 PER IFTHE TABLE DOES NOT SHOW THEEXACT SIZE, USETHENEXT IARGERSUEAVAILIBLE. PROMTABLE 3A SHEET T.THE VX275-X.37S MU WON (LENGTH -103'. OPENING WIDTH -801 MEETS THE OEM REWIRED, HOWEVEERTHE DESIGN PRESSURE IS+A15.1 PSF AND WOULD NOTSE SUCABLE FORTRIS APPUCATON. FFOMITABLE 12A SHEET tE THE 2-X 4-X $ T MULLION (LENGTH. 1W OPENING WIDTH=8n HASA DESIGN PREBGUPEOF+F64.1 PSF WHICH EXCEEDS THE REQUREMENTS FORTHEOPENINGAND MAYBE USED IN THIS APPLICATION. NOTETHEANCHOR CAPACITY REWIRED OF971 USE. BECAUSEITISNO'NIWOYMTHATT-MULLIONWILLADD2'TOTHEWDTHOFWEMULLEDUNT,THEADJUSTFDOPENNGWIDTHISW-36'+2'B7C,WT77PR_MOUSLY ASSUMED.WRIFYTHATTHEDESIGNPRESSUREISSTLLAPPLICABLEFORTHEADJUSTEDOPENING.ALTERNA➢VELY,THEMMOWWIDTHSMAYBER WEDTOMNWNN THE 73- DIMENSION (3 `[W-35-12Yr=731. USING THE STANDARD CLIP WITH (6) VW ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2-1Q' GIVES AN ANCHOR CAPACTY OF 1050 LBS WHICH IS GREATER AND THEREFORE SUITABLE FOR THE REQUIRED ANCHOR CAPACITY OF 971 LB9, FOR THE HORIZONTAL MULLIONS. BECAUSE THE VERTICAL MULL WILL BE AT X 4-X 250-MULLION, IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MUWONS, ALTERNA➢VELY, ANOTHER MULLION TYPE WIND BE CHOSEN. 1)7W MUWDN LENGTH I536' AND THE OPENING HEIGHT IS 32`t 2+Y=100'. REFERENCING GY.EET25, THE WLUMN USING IRAPFSOIDAUTRIANGULARLOADING MAYBE USED. REQUIREMENTS FO TH6HEET13, THE TX4'X.2S0' INT IS (®LENGTH=4r, OPENNO MEXDR=120�HA3 ADESIGN PRESSURE OF •A170.0 PSF WHICXIXCEEOSTHE REQUIREMENTS FOR THEOPENINGARD MAY BE USED IN THIS PPPUCATION. NOTETHEANCHORCMACITYREWIRED OF 521 lBS 2)DSETABLE12BT0 C MRETHORTWE,ANCHOROWWTRYAN➢ MUSTEREQUIREDMWA CMUFII NATE.IHTHI3 EXMICE. LNG E CMUJ CLIPSWIT WIDE. UL MJWONCUPWERETOBEEDIST ED OF1-THES',CARE ORS TAKENTOMAUNTALNIH iSUTENERSBODEOSTANCEBOTABLEE2X5ANGLECLIPSWRH ANCHOULTRACON ANCHORS ATAN EDGE DISTANCE OF 1' GNES ANN:GHOR CAPACITY OF 540LB5 WHICH 19 GREATER, PNOTHEREFOflE 6NTABLE FORTHEREINIRED ANCHOR CAPACCYOF 511IBS 4)FORTHE U-CUP IN THE HORIZONTAL MULLION TO V TCAL MULLION, USE THE SAME ANCHOR CAPACITYOF 521 LBS.TASLE 1211 FOR THEU�P SHOWS THEANCHOR CAPACITY IS 1074 LEE WHEN USING 3 ANCHORS, WHICH IS GREATER, AND THEREFORE SUITASLE.FORTHE REQUIRED ANCHOR CNPAOTYREOUIREMENTOFul LO9.THE ANCHORTYPE I6 A F12 STEEL SCREW. FROM THE ABOVE STEPS, OUR MULLION DESIGN PRESSURE IS: •1E4.7 PSF FROM THE VE R➢CAL MULLION; H-170.0 PSF FROM THE 3F HORIZOWAL MUWONATTAOHWG TO CMU; +1-17D.0 PSF FROM THEW HORIZONTAL MULUONATTACHING TO THE VERBCALMULUON ONTERSEC➢ON} THE LOWEST DESIGN PRESSURE IS+L64.7 PSF AND WOULD APPLY MALL OFTHE MULLIONS. VERIFYWE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WTRI THIS MULLION SYS'TEM.THE WIAM DESIGN PRESSURE, OF MULLIONS ORFFNESTRATION PRODUCTS, WU APPLY TOTHE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THEBOTH THE MUWONAND THE FENESTRATION PRODUCTEEINSTPLLED IN ACCORDANCE WITH THE INSTALLATION SPECIPCATIONS INTO REWECTIVESUBSTRATESAND FENESTRATON PRODUCTSTO MULLION. PRODUCT REVISED PrX, Nh NO FIeHOa DuilOhg CoE NOA-NP. 17-0630.01 EaPUOTen Date 0512612021 By o RPt1uc1 0 m No.5B705 EXAMPLES OF RECTANGULAR LOADING: I I I I 1� I PW I LOADING OFVERTICAL MULLION LOPDNOOF VERTCAL MULLION I SILLOF WINDOWS NOT ANCXORED WRH INTERSECTING XORRONI'PLMULLIONS I EXAMPLES OFTRAPEZOIOAUTRIANGUTAR LOADING: II I u ee � 0 LOADING OF VERTICAL MUWON _ j N'F g p LOADNOOFHORRONTALMUWON LOADINGOFHOWONTALMULLION ¢ n PW I o z ~Z O Q N I PW F Wy?ggm,m / PW ® K �HIOH S/WO�H BHIOH SHIOH tq W 4 4// r 5 - SWDH { / [HR �� PRODUyyCTgg ME ' LOADINGOFVERTICALMUWON SLLOFWINDOWSNOTANCHORED LOADINGOFHOPoZONTALMUWON WTRIINTERSECTINGVERIICALMUWON / Building OPtlP 10 Na Fledtla D. FI I PW Wl / NOAJIa '17-0630.07 I EXPI.UPP D.w OW26/2021 � LOADING OF (2)HORRONTPI MULLIONS LOADING OF HORIZONTAL MULLION LOADING Of HORIZONTAL DY WON Miv evroeuce caves P HINGED DOOR PW PW I NOTES: I 1) DRAWINGS PRE I REREBENTATIONS OF TYPICAL I PW CONE URATIONS. IMAYBE MAYBE RATIONSNOTSHOWN EXTRAPOlATEOFROM pmz 2) IF THE LOADING TYPE CANNOTBE DETERMINED. USEWRECTANGUTARLOADWG.'IPw L 9)SEE PROOUCTS'APPROVAL FOR * Na 5870.5 .P I ACTUALANCHOR LOCATR)N5. .. /) : * - / PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MUWONS I �� Soo ' i/ ZONAL E,�TG; 'q.'LIYNNIMIk LOADINGOFVERTICPL LOADINGOFHORRONTAL - KP.E. MULLION MULLION FL P.E.N 68705