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HomeMy WebLinkAboutREVISION - BUILDING PERMITOFFICE USE ONLY: DATE FILED: 41-9110 REVISION FEE: -7r LOCATION/SITE ADDRESS: FILE COPY ___ PERMIT # /901— 0.770 RECEIPT # PLANNING & DEVELOPMENT SERVICES WA BUILDING & CODE GULATION 0 VIRGIN A AVENUE ISIONBy �5 FORT PIERCE, FL 34982.5652 St Elude COunjpCEIVED (772) 462.1553 APR 0 0 2019 APPLICATION FOR BUILDING PERMIT REVISIONS Permitting Department per PROJECT INFORMATION St. Lucie county DETAILED DESCRIPTION OF PROJECT REVISIONS: ,An Srs— Y�2/�kv Gt/�C c �r / �dv DF /% Ke 17✓L /o2C ham. CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: BUSINESS NAME: QUALIFIERS NAME: ADDRESS: ST. LUCIE CO CERT. #: CITY: STATE: PHONE (DAYTIME): FAX: OWNER/BUILDERINFORMATION: NAME: Ale a�S ADDRESS: " 0 Vw /-- CITY: r (yelp STATE: C_ PHONE (DAYTIME: 2 .F_7 ?(LY7 FAX: ARCHITECT/ENGINEER INFORMATION: NAME: CITY: '/.� i— �'7— PHONE (DAYTIME): ZIP: ZIP: .��19P ? _�1 STATE: /—L ZIP: —✓ L/<7 2 FAX: SLCCC 9123109 Revised 06130117 "EVISION OFFICE USE ONLY: DATE FILED: 6r18t19 REVISION FEE: 75.00 PERMIT # RECEIPT # PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGULATION DIVISION 1901-0370 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982.5652 (772)462.1553 APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION CIO,4 LOCATION/SITE ADDRESS: 5180 DUNN RD , FORT PIERCE, FL 34981 DETAILED DESCRIPTION OF PROJECT REVISIONS: Enlarging sliding glass door opening CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: BUSINESS NAME: QUALIFIERS NAME: ADDRESS: CITY: PHONE (DAYTIME): STATE: OWNER/BUILDER INFORMATION: NAME: ROBERT M REALS ST. LUCIE CO CERT. #: FAX: ADDRESS": 5180 DUNN RD CITY: FORT PIERCE STATE: FL PHONE (DAYTIME: 747-237-02047 FAX: ARCHITECT/ENGINEER INFORMATION: NAME: ADDRESS: 138 SE Naranja Ave CITY: PHONE (DAYTIME): 772-871-2457 SLCCC: 9123109 Revised 06130117 Raul R Valella STATE: FAX: ZIP: ZIP: 34981 ZIP: contreak I OFFICE USE ONLY: DATE FILED: 5-31-19 REVISION FEE: 75.00 PERMIT # RECEIPT # PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGULATION DIVISION 1901-0370 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982-5652// D3 (772) 462-1553 APPLICATION FOR BUILDING PERMIT RE '115 y PROJECT INFORMATION 1'��/�! ®� LOCATION/SITE ADDRESS: 5180 DUNN RD ,FORT PIERCE, FL 34981 t°D DETAILED DESCRIPTION OF PROJECT BY REVISIONS: St. LUde County CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: BUSINESS NAME: QUALIFIERS NAME: ADDRESS: CITY: PHONE (DAYTIME): Modification to trusses STATE: OWNER/BUILDER INFORMATION: NAME: ROBERT M REALS CITY: FORT PIERCE PHONE (DAYTIME: ST. LUCIE CO CERT. #: FAX: 5180 DUNN RD STATE: FL 747-237-02047 FAX: ARCHITECT/ENGINEER INFORMATION: NAME: ADDRESS: CITY: PHONE (DAYTIME): SLCCC: 9123109 Revised 06130117 STATE: WE" ZIP: ZIP: 34981 ZIP: Job Iru s s - - - russ y p e ty 1561219-REALS RES- AH13x ip---- - - - - - 1 ' - d bR f c ( pY all- - - - - - I �4 @1 .sp - 12 ei ID6ewImT813nR3PBpRao?019vmexinousmesnc. YrlMM1011:33:182019 Pet 1ez V9yckJh-0IePKoB7CIWWRfkWDo5- -LI I 15k(6p1-O-R-7y0MB90K,wr? 9) 322a�OsIs &15 2&] I7S]13-0.0 0.10-11 104 4a4 6-242 6-9-0 1-60 az4 2x6 no.1 syp scale-1:96.9 dense scab both faces with (2) rows of 1 Od's 6" o.c. 6xe = 6x12 MT20HS= axe II 4x6 = Sxe = \ 6.00 12 4 5 TO 22 623 7 r„ a ST1.5xa STP= 2x4 4x6 = As 196k7 2x4 II = 7/16" stress rated sheathing at the opposite face 36"x36" with 8d's 2" O.C. a� z-2 0 LOADING (psf) - - - - - I �4 @1 .sp - 12 ei ID6ewImT813nR3PBpRao?019vmexinousmesnc. YrlMM1011:33:182019 Pet 1ez V9yckJh-0IePKoB7CIWWRfkWDo5- -LI I 15k(6p1-O-R-7y0MB90K,wr? 9) 322a�OsIs &15 2&] I7S]13-0.0 0.10-11 104 4a4 6-242 6-9-0 1-60 az4 2x6 no.1 syp scale-1:96.9 dense scab both faces with (2) rows of 1 Od's 6" o.c. 6xe = 6x12 MT20HS= axe II 4x6 = Sxe = \ 6.00 12 4 5 TO 22 623 7 r„ a ST1.5xa STP= 2x4 4x6 = As 196k7 2x4 II = 7/16" stress rated sheathing at the opposite face 36"x36" with 8d's 2" O.C. a� z-2 0 LOADING (psf) ST1.5xa STP= 2x4 4x6 = As 196k7 2x4 II = 7/16" stress rated sheathing at the opposite face 36"x36" with 8d's 2" O.C. a� z-2 0 LOADING (psf) SPACING. 2-0-0 TOLL 30.0 Plate Grip DOL 1.25 TOOL 7.0 Lumber DOL 1.25 BOLL 0.0 ' Rep Stress Incr YES BCDL 10.0 Code FBC2017/7PI2014 3.6,1 9 3.4 0 - 10 24 15 25 14 13 3x6 = 3x4 = 2x4 11 A/H SPACE, REMOVE W6, NO PLATE CUTS 2x8x32'-O" no.2 syp scab one face with 1 Od's 4" o.c. 12. e-1-e TN,.4 z 1 4-0-+3 1 a9nz at the bottom chord and a,o-11 3-5.8,0-3-01. f19:0-3-8.0-3-01 4-10d's at each web 33212 46an 62-02 F9 3.6 = CS1' For the splice in this scab Ud PLATES GRIP TO 0.89 BC 0.89 Use a 2x8x48" no.2 S MT20 90 wB 0.85 splice plate with 25-10d's Od's 180 180 n/a MT20HS 187/143 187/143 Matrix-SH each side Of the splice. Weight: 274 lb FT=20% LUMBER- BRACING - TOP CHORD 24 SP N0.2 *Except* TOP CHORD Structural wood sheathing directly applied or 5-1-13 oc purlins. Tl: 2x6 SP M 26, T4,T5: 2x4 SP No.2 BOT CHORD Rigid coiling directly applied or 4-5-10 oc bracing. Except: BOT CHORD 2x4 SP No.2'Except' 8-7-0 oc bracing: 2-19 B1: 2x4 SP No.1 WEBS 2x4 SP No.3 WEBS 1 Row at midpt 6-16, 5-17. 16.1 B, 6-18 2 Rows at 113 pis 8-16 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer REACTIONS. (IbHo 1=647/0-8-0 (min. 0-1-8), 11=658/0-8-0 (min. 0-1-8), 16=3093/0-5-8 (min.03-10) Installation ou'de MaxxHoa 1=-149(LC 13) Max Upliftt=-215(LC 12). 11=-325(LC 13), 16=-890(LC 9) Max Grav 1=683(LC 23), 11=828(LC 24), 16=3093(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2701234, 2-20=-1091/689, 20-21 =-I 017/696, 3-21= 928/708, 3-4=-3331263, 4-5=-167/305, 5-22=-208/328, 6-22-208/328, 6-23- 654/1562, 7-23=-654/1562, 7-8=-653/1554, 8-9=-255/421, 9-10=.352/386, 10-24- 810/397, 11-24=-1011/383 BOT CHORD 2-19=-503/1028, 18-19= 57/280, 16-25=-364/354, 15-25=-364/354, 14-15=-364/354, 13-14= 222/802, 11-13=-222/802 WEBS 3-19=-976/782,4-19=-26D/704,8-14=-243/539, 10-14--689/595,10-13=0/255, 6-16=-1680/1102,5-18=-1136/612,16-18_ 1550/1121, 6-18=-1026/1929,8-16= 1765/1030 _ r NOTES- tj Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=151t; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) 0-4-0 to 6-4-0, Intedor(1) 6-4-0 to 13-0-0. Exterior(2) 13-0-0 to 21-5-73, Interior(1) 21-5-1310 - 33-0-0, Extenor(2) 33.0-0 to 41-5-13, Interior(1) 41-5-13 to 47-6-0 zone; cantilever left and right exposed ;end vertical left and right +� Q6��g�pY exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. '��� Qyn rr • I�.e 5) This truss has been designed fora 10.0 lost bottom chard live load nonconcurrent with any other live loads. DO O •yC E NS 4• '9� e� 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 widd'will t •° �. eo. between the bottom chard and any other members, with BCDL - 10.Opsf: e< o 7) Bearing at joint(s) 1 considers parallel to grain value using ANSI7rPl 1 angle to grain formula. Building designer should verify c4mcity ei n bearing surface. e , 00 46021 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) except (jt=1b$`.1=215: No. m 11=325, 16=890. LOAD CASE(S) Standard a ..a °, STATE OF eee9', :�2 seeeees&S1ONAL Job ruse russ ype ly y 15"a" rr A RES AH15x Hip 1 1 __ biiefee c T ' 0 ou.ue:a ruaauu nwy, •�s4aO0 oV 9 Feb-Lir?. U.0 lnauslr es lnc. Fri Mey1011a3322019 Page1 ID:6ewymTBP13nR3PBpRaoV_9yckJh-Ljr?aBUauRym84 W LZTT4fxtSxOR15JVBOYavtWzHwan L 2@-0 8-2-0 14.20 1 .)0 19-6-8 9- -14 2 -11A 31 0-0 36-2-12 46-0.0 7.6- FGO 22-0 6-0-0 6-0.0 0.10-0 4-6-e 0- -6 3-4-2 0-1114 70-12 ]-242 ]-9-4 1-& 6.00 1112 8x12 i 2x6 i syp dense scab both s 6 faces with (2) Tows 5xa2 _ of 10d's 6" o.c. 4x6 a 4 3 21 ST1.541 STP= 2 1 \� 1 LOADING (psi) TCLL 30.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 4x6 = 20 �1 1918 2x4 II /' 18 Sx12 = 7116" stress rated u sheathing at the opposite face 36"r.36" with 8d's 2" o.c, Ii0 146-a -e 4-6-8 0O Eft net 18'0-4 SPACING. 2-0-0 C51. Plate Grip DOL 1.25 TC 0.92 Lumber DOL 1.25 BC 0.85 Rep Stress Incr YES WB 0.98 Code FBC20177TPI2014 Matrix-SH LUMBER. TOP CHORD 2x4 SP No.2 "Except* 73,T1: 2x6 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 Scale=1:88.7 2x4 11 6x8 O 1 7 23 8 j 3x4 C is 4 3x6 C / 9 WB% 10 24 0 Wl "�2nl is 17 16 26 15 14 13 ST1.Sxe STP= o 3x6 = 1 3x4 cc 3x6 = 2x4 II 3x6 = 10x12 = A/H SPACE, REMOVE W8, NO PLATE CUTS 2x8x32'-0" no.2 syp scab one face with 10d's 4" o.c at the bottom z_12 chord and at each web 1-2 _4-10d's member. DI V1FOr the Splice in this Scab L/d MO PLATES GRIP MT20 2441190 rouse a 2x8x48" no.2 Syp 18o HrSplice plate with 25-10d's n1a _each side of the splice. Weight: 281 ib FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2.2.0 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-8-9 oc bracing. WEBS 1 Row at midpt 8-17, 10-15, 17-19 2 Rows at 1/3 pis 6-17 M17ek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide REACTIONS. (lb/size) 1=463/0-8-0 (min. 0-1-8), 11=462/0-8-0 (min. 0-1-8), 17=3473/0-5-8 (min.0-4-2) Max Horz 1=-168(LC 13) Max Uplifll=-146(LC 12). l l=-311(LC 13). 17=-929(LC 12) Max Gravl=510(LC 23). 11=778(LC 24), 17=3473(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-21=-628/384, 3-21=-460/40. 3-4=-131/393, 4-5= 121/547. 5-6=-83/511, 6-22=-79911943, 22-23=-799/1943, 7-23= 795/1943, 7-8=-796/1941,8-9=-291/1007, 9-10=-306/967, 10-24= 628/699, 24-25= 715,677, 11-25=-859/669 BOT CHORD 2-20=-2171558, 19-20=217/558, 116-17=-891/673, 16-26- 891/673, 15-26=-891/673, 14-15=-592/658,13-14=-592'658, 11-13=-592/658 WEBS 3-20=0/299, 7d7=-706/549, 8-15=-2841566, 8-17--1604/1048, 1045=-862/674, 10-13=01326, 5-19-173/267, 3-19=-975/725, 6-19= 5071635, 17-19=-503/583, 6-17=-1893/1041 NOTES- 1) Unbalanced roof live loads have been considered for this design. - 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2pst BCDL=3.Opsl; h-15ft; Cat. II; Exp C; Encl., GCpi=0.i8; MWFRS (envelope) and C-C Extericr(2) 0-4-0 to 6-4-0, Interior(1) 6-4-0 to 15-0-0, Extedor(2) 15-0-0 to 23-5-13, Interior(1) 23-5-13 to- 31-0-0. Exterior(2) 31-0-0 to 39-5-13, Intedor(1) 39-5-13 to 47-6-0 zone; cantilever left and right exposed ; end vertical left and right exposel for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water policing. 1 4) This truss has been designed for a 10.0 ps' bottom chord live load nonconcurrent with any other live loads. 00�+ 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6.0 tall by 2-0-0 w�wQlj between the bottom chord and any other members, with BCDL = 10.Opsi. ow 4r 6) Bearing at joint(s) 1 considers parallel to grain value using Al 1 angle to grain formula. Building designer should verilyx�ap ,Z-Z bearing surface. citri 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 It, uplift at joint(s) except Qt: 1=136, 11=311, 17=929. Repair Note: All trusses must be in an un-deflected state. Either no loading on the truss or it must be temporarily supported to no deflection. If conditions change from the above notify truss manufacturer. Do not damage existing plates unless otherwise noted. APT W. y✓ ee�c �yCENSF 9�1 No. 46021 o STATE OF Q. eeeee `S/ONAL EN 0'°'•4 Robert Wall, PE7W'l 46021 A S and E, Inc CA 7882 Job I russ TrussType ly Ply 1551219-REAL6 RES AH17X Hip 1 1 aa^==F'=w....b Plant Cl F133566 - JOb'RelefeOLe g 1i0na b. e.240 s Feb 112019 MTek Mdusules, Inc. Ft Meyy 1011E3:542019 Pagel ID:6ewymT8Pj3nR3PBPRaoV 9yckJh-hyAKCImNjBkegSBw4tEYacGf4ix9FG504zw3fEzHwgR 16 2-2-0 8-2-0 14-2-0 170-0 23-0-0 2 -1 4 29-0-0 345-13 39-11-11 46-0-0 7-6 -6 2-2-0 6-0-0 6-0-0 2-10-0 6-0-0 0.114 5-0-12 5.5-13 s-5-13 640-5 2x6 no.1 syp 5x6 = dense scab both 6.00 12 faces with (2) rows 2x4 II 6 of 10d's 5" o.c. 5- 5x8 . 4xG i 4 322 21 4 ST1.5x8 STP= 2 1 4.6 = 19 c 20 2x4 II 18 5x12 = 2x4 II LOADING (psf) TCLL 30.0 TCDL 7.0 BCLL 0.0 BCDL 10. 7/16" stress rated sheathing at the opposite face 36"x36" with 8d's 2" S Lumber uUL 1.2n 2x4 II 5x6 = J 7 24 8 3x4 J 4 9 rr. 9x6 C W8 / 0 2x4 /i 11 25 0 w1 / 12 T' 17 26 1615 27 28 14 IOx12= I 3x6= 3x4= 3x4 = A/H SPACE, REMOVE W8, NO PLATE CUTS Scale =1:88.7 2 719 13 [yo 3x6 = 'ram I zs-12x8x32'-0" no.2 syp scab 37-2-12 4600 1. 119 F1' LI79:o-3-1z.6-2-.one face with 10d's 4" o.c. 8-2-12 8-94 at the bottom chord and CSI• 4-10d's at each web 'deft Ud PLATES GRIP TC 0.73 member. 928 240 MT20 244/190 BC 0.85 458 180 Rep Stress In cr YES WB 1.00 For the splice in this scab n/a n/a 0 Code FBC201or 12014 Matrix-SH use a 2x8x48" no.2 syp Weight: 282 lb FT - 20 LUMBER- splice plate with 25-10d's TOP CHORD 2x4 SP N0.2 *Except' each side of the splice. wood sheathing directly applied or 5.6-6 oc purlins. T3: 2x4 SP No.1, T1: 2x6 SP 140.2 BOT CHORD Rigid ceiling directly applied or 5.2-12 oc bracing. BOT CHORD 2x4 SP N0.2 WEBS 1 Row at midpt 7-17. 8-17. 17-19. 6-17 WEBS 2x4 SP No.3 M7ek recommends that Stabilizers am! required cross bmcing be installed during buss erection, in accordance with Stabilizer REACTIONS. (lb/size) 1.442/0-8-0 (min. 0-1-8), 12=437/0-8-0 (min. 0-1-8), 17.3519/0-5-8 (min. 0-4-2) Installation guide. Maxax HD Horz 1=-188(LC 8) Max Upliftl=-135(LC 12), 12--313(LC 13), 17- 996(LC 12) Max Grav1=498(LC 23), 12-791(LC 24), 17-3519(LC 1) FORCES. (Ib) - Max. Comp./Max. Ten. -AII forces 250 (lb) or less except when shown. TOP CHORD 2-21=-596/332, 3-21- 429/351, 3-22--171/429, 4-22--169/446, 4-5=-160/599, 5-6=-47/560, 6-23.-672/1787, 7-23= 672/1787,7-24.-671/1786,8-24=-671/1786, 8-9--354/1187, 9-10= 461/842, 10-11=-628/811, 11-25=-753/775, 12-25=-929t748 BOT CHORD 2-20.-168/529, 19-20=-1681529. 17-26.-1051/805, 16-26= 1051/805, 15-16=-869/478, 15-27.-869/478, 27-28=-869/478,14-28=-869/478,12-14--659/740 WEBS 3.20-01298, 8-16=43Qf7O9, 9-16..749/633, 9-14--222/537, 11-14.-404/350, 7-17= 541/440, 8-17=-1654/934. 5-19--269/381, 17-19=.739027, 6-19.-611/808, 6-17.-1670/937, 3-19=-9741654 NOTES- 1) Unbalanced roof live loads have been cons dared for this design. 2) Wind: ASCE 7.10; Vult.160mph (3-second gust) Vasd.124mph; TCDL=4.2psF BCDL.3.Opsf; h.1511; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) 0-4-0 to 64-0, Interior(1) 6-4-0 to 17-0-0, ExhmDr(2) 17-0-0 to 25-5-13, Interior(1) 25-5-13 to , 29-0-0, Exterior(2) 29-0-0 to 37-5-13, Interior(1) 37-5-13 to 47-6-0 zone; cantilever left and right exposed ; end vertical left and right att�����9 . exposed;C-C for members and forces & MW FRto S for reactions shown; Lumber DOL.1.60 plate grip DOL=1.60 =9� : �e 3) Provide adequate drainage to prevent water ponding. ,�� GGP'` �f /��1♦♦♦ 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurreat with any other live loads. ��� �` •Y9 ♦♦♦ 5)'This truss has been designed for alive load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide wi 0 between the bottom chord and any other members, with BCDL = 10.Opsf. G E NS'rC •,`� ♦s' 6) Bearing at joint(s) 1 considers parallel to grain value using ANSVrPI 1 angle to grain formula. Building designer should verify caps y.of . ♦p bearing surface. s 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift aljoint(s) except (It=Ib) 1'' 35. 12=313, 17-996. No. 46021 LOAD CASE(S) Standard Repair Note: All trusses must be in an un-deflected state. Either no loading on the truss or it must be temporarily supported to ro deflection. If conditions change from the above notify truss manufacturer. Do not damage existing plates unless otherwise noted. o STATE OF s♦��O`S`S�ONAL Robert Wall, PE, FL Reg. No. 46021 A S and E, Inc CA 7882 I OF ICE USE ONLY: DATE FILED: 519119 REVISION FEE: 75.00 PERMIT # 1901-0370 RECEIPT # PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGULATION DIVISION 2300 VIRGINIA AVENUE SCANN50 FORT PIERCE, FL 34982-5652 BY (772) 462-1553 St. Lucie County APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION LOCATION/SITE FILE C®PY "DRESS: 5180 DUNN RD , FORT PIERCE, Fl- 34981 DETAILED DESCRIPTION OF PROJECT REVISIONREVISIONS: New product appovals CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: BUSINESS NAME: QUALIFIERS NAME: ADDRESS: CITY: PHONE (DAYTIME): STATE: OWNER/BUILDER INFORMATION: ST. LUCIE CO CERT. #: FAX: ZIP: NAME: Mike Reals ADDRESS: 5180 DUNN RD CITY: FORTPIERCE STATE: FL ZIP: 34981 PHONE (DAYTIME: 772-370-2047 FAX: ARCHITECT/ENGINEER INFORMATION: NAME: Raul R Valella ADDRESS: 138 SE Naranja CITY: PHONE (DAYTIME): 772-871-2457 SLCCC: 9123109 Revised 06130117 STATE: FAX: ZIP: _ FILE COPY MIAMI• • DADE DEPARTMENT OF REGULATORY AND ECONOMIC BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 MiAMI-DADS COUNTY PRODUCT CONTROL SECTION 11905 S W?S Street. Room 208 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "PW-5540" PVC Fixed Window—L.M.I. APPROVAL DOCUMENT: Drawing No. MD-5540.0 titled "Vinyl Fixed Casement Window NOA (LM)", sheets 1 through 13 of 13, dated 09109114, with revision B dated 06/06/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or Iogo, 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# 16-0714.19 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. Plasencia, P.E. NOA No. 17-0614.06 MIAM WADE COUNTY Expiration Date: September 24, 2020 Approval Date: October 12, 2017 Page 1 1���3I 17 TW c� PGT Industries, Inc, NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A: DRAWINGS i 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 15-0415. 01) 2. Drawing No. MD-5540.0 titled "Vinyl Fixed Casement Window NOA (LM)", sheets I through 13 of 13, dated 09/09/14, with revision B 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, Durascalo spacer system, Super Spacer® NXTrM spacer system and XL EdgeTM spacer system at insulated glass, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E. (Submitted under previous NOA No.16-0714.19) 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) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 5) Large Missile Impact Test per FBC, TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 5520/5420 PVC fixed windows, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7897, dated 09/03/14, signed and sealed by Idalmis Ortega, P.E. (Submitted under NOA No. 15-0415. 01) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 5) Large Missile Impact Test per FBC, TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 5540/5440 PVC casement picture windows, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-8128, dated 02/10/15, signed and sealed by Idalmis Ortega, P.E. (Submitted under NOA No. 15-0415.01) Jorge M. Plasencia, P.E. P oduct Control Unit Supervisor NOA No.17-0614.06 Expiration Date: September 24, 2020 Approval Date: October 12, 2017 E-1 - - --PGTTnaustries. Inc. - - - NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (coNTwun)) 4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 - 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 5) Large Missile Impact Test per FBC, TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 5540/5440 vinyl fixed windows w/tube mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-8174, dated 03/31/15, signed and sealed by' Idalmis Ortega, P.E. (Submitted under NOA No. 15-0415. 01) 5. Additional, Reference test report FTL-8183 per TAS 201, 202 & 203-94, issued by Fenestration Testing Laboratory, Inc. (Submitted under NOA No. 15-0415. 01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-51 Edition (2014) and FBC-6u' 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 07/08119. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interhayers" dated 06/25/15, expiring on 07/04/18. 3. Notice of Acceptance No. 16-0712.03 issued ENERGI Fenestration Solutions USA for their "White Rigid PVC Exterior Extrusions for Windows and Doors" dated 08/10/17, expiring on 02/28/18. 4. Notice of Acceptance No.16-0712.04 issued to ENERGI Fenestration Solutions USA, Inc. for their "Bronze and Lighter Shades of Cap Coated Rigid PVC Exterior Extrusions for Windows and Doors" dated 09/15/I6, expiring on 04/16/20. 5. Notice of Acceptance No.16-0712.05 issued to ENERGI Fenestration Solutions USA, Inc. for their "Performance Core Rigid PVC Exterior Extrusions for Windows and Doors" dated 09/15/16, expiring on 04/16/20. Jorge M. Plasencia, P.E. Product Control Unit Supervisor NOA No.17-0614.06 Expiration Date: September 24, 2020 Approval Date: October 12, 2017 E-2 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBIVHTTED F. STATEMENTS 1. Statement letter of conformance to FBC-5ti Edition (2014) and FBC-6th 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.16-0125 issued by the Product Control Section, dated March 09, 2016, signed by Ishaq Chanda, P.E. 4. Proposal issued by the Product Control Section, dated 09/29/14 and revised on 10/15/14, signed by Jaime D. Gascon, P.E. (Submitted under NOA No. 15-0415. 01) G. OTHERS 1. Notice of Acceptance No. 16-0714.19, issued to PGT Industries, Inc. for their Series "PW-5540" Vinyl Fixed Windows — LMI, approved on 09/01/16 and expiring on 09/24/20. Jorge M. Plasencia, P.E. 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VENICE, FL 3a375 (sal)Eeo-lsoo wro,narreanr rarXasl2aec ¢M.Of.SU+RRaam MLwCN18� VINri FIXIB)CASEMEM WINDOW NOAfLN)� "114 3OMSA55EMBLY JROSOWBKI 'WSSa0 y WS 1,1 13 OF 13 R91 Mnb 0.0 lil B Na IAmS _ FILE_ CORM MIAMI•DADE ` 0 DEPARTMENT OF REGULATORYAND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION p NOTICE OF ACCEPTANCE (NOA r% fw_f !f PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION zk7 113 0 20 21KARoom 208 ) 315-2599 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "PGT" Clipped Extruded Aluminum Tube Mullion — L.M.I. APPROVAL DOCUMENT: Drawing No. 6300JR, titled "Impact —Resistant Aluminum Tube Mullions", sheets 1 through 25 of 25, prepared by manufacturer, dated 08/29/11, with revision C dated 06/19/17, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official: This NOA revises NOA# 16-0218.03 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. Plasencia, P.E. NOA No. 17-0630.01 rear iwaoe coimTr t ` f Expiration Date: May 26, 2021 f ''�? Approval Date: November 09, 2017 Page 1 - PGTTndustries.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 08129/11, 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 5' 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 i Jorge M. Plasencia, P.E. Pro uct Control Unit Supervisor NOA No. 17-0630.01 Expiration Date: May 26, 2021 Approval Date: November 09, 2017 —PGT-Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to FBC-51° Edition (2014) and FBC-6' Edition (20147, dated 06/22/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, RE. 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 '4PGT" Clipped Extruded Aluminum Tube Mullion L.M.I., approved on 04/14/16 and expiring on 05/26/21. Jorge bL Plasencia, P.E. P duct Control Unit Supervisor NOA No. 17-0630.01 Expiration Date: May 26, 2021 Approval Date: November 09, 20.17 E-2 SUITABLE FOR ALL LOCATIONS REQUIRING NON -IMPACT OR LARGE AND SMALL MISSILE IMPACT-RESISTANTPROOUCTS FIGURE I: MULTIPLE 1—WB+nrowmlHFw`vFmlrx wu� MULLIONS I / 9ceoeTaty MOGH MIFEi6N L Li. x I— sw — LVIDIN �sEEcarAc] AAO,n; 9NEETSli HaTuv.xx ADOITIONALIXAMPLES OF NULL MULL CONEGURATONS: uDu �--avFiatio"roTM—� -'I 1ENBiN-" F 4� MiLL r r L SINGLE MULLKK4 SINGLE MULLION `19EE C91RESPDNDPI30ETW3 FfYlu F03LTtE IABwE FADES STANDARDSUSED: •NiT FIDRDA BUILDING "Cl. SIR EDITION •M14 FLCRIDA BUILDING CODE (FBCi). STH EDITION •ANSVAFVANDSWC2Di5 FOR WOSTBUCRON •ALUMINUM RESIGN MANUAL.M49N5 -ANSI S100.12 -AMC S 10 Ftli ncwl]Drvrx 9EEDEME ulA1 -gf�Ex] iHKBTRATKN FIrtb,ICTs WY `ff Cf AN'I1WE uusr6e W.WFACIUgU BYFDT. r--.mmomu.uemm --- 1 MULTIPLE MULLIONS GENF.RALNOTES: t;:.1Ta MUST EE ANCHCREO PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTH— AND NUMBER Of ANCHORS IS CITT�TO THEHAVE SEENETESTED AS•FREE-FLOATING' AND DO NOTNEED TO EDIRECTLLYATOAQ�TO THTEMULVON CLn. BUT SHALL NOT HAVEAGAP OF MORETHAN 11V FROMTIE CLIP. S)TiEANCHORAOE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE MNOLOADS WRRESPONDING TO THE REQUIRED DESIGN PRESSURE MULLIONS ARE CALCULATED TO DEFLECT NO MORETHAN.LJ160.THE 15 STRESS INCRE M5 WAS NOT USED IN THIS ANCHOR EVALUATON.THE 1.6 LOAD DURATION (ACTOR WAS USED FOR TNEW&UATON OF W WD SCREYl6 4) PROPER SFAUNG OF ENTIRE ASSEMBLY IS THE RESPONSIRILITY OFOTFIERS AND IS BEYOND THESWPE OF THESE INSTRUCTIONS. A1ILSETHE COMBINED MOTH OR HEIGHT OF ONLYTWOADJACENT FENESTRATION PRODt=;TO DETERMINEPRESSURES ANC 6)VMM FINDING YOUR SIZE IN THE MULLION TABLES. ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(5} 7) ANCHOR EMBEDMENT TO EME MATERIAL SHALLBE BEYOND WALL DRESSING ORST =, WOOD BUG15 BYOTHFAS, Ml AS ASPRO RIATE FOR SUBSTRATEMATERIAL DISSANIUN MA RV SSKALL BE PROTECTED AS REQUIRED To IOR�TIST� REACTIONS. 8) REFERENCE TEST REPORTS: F,L 3; ELM ULTRADDN/AGGRE-0ATOR NOA'S B) MULLIONS AND Min HAVE BEEN DESIGNED 5 TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE MDAREAPPROV.:DFORIMPAMMDNONIMPACTAPPLICATIONG.M'JUJONSAREONLYTOBEUSMD M PGT�PROVEDFRIESMVONPRODUCMMMNGCURRENTAPPROVALS. 10) MULUONS ARE N COMPLIMCEFOR USE W THEH 11) OUANTTY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNUMRED PRGVMFD THAT THE SPAN AND OPENING WOTR'HEIGHT OF EACH INOMDUAL MULLION WMPUES W THE REQUIRJB.ff6RS OF THIS NOA. 6e GEhEMLNOi_1 $ INSTRUCTIONS ..... . ELEiATIONB............1 L ] 64 2 Pz S - TLL ATI NNOR R6TAW1#PI I.OIFS.-_-3 INSTRUCTIONS: 1) DETERMINE THE DESIGN PRESSURE REW6IEMENT (LBVFI-)REQUNEM�(LBG/�� FOR THE OPENING USING THE ASCE•T VANOARD. 2) CHOOSE AMULUON TYPETHATMLL FIT THE DEPTH OF THE FENESTRATIONPROOUCPS FRAME DEPTH. 3)REFERTOSHE MTODEfERMINEIFTHEWINDLOADINGIS'RECTANGULAR•OR'TRWNGUWLTRAPcZ0OW' 4)FINDTHECHOSEN MUWONS MULLION CAPAC"R.SS/FT'1 FROM TABLES 1A THROUGH IM ON SHEETS 5 THROUGH"RESMCTN Y, USING THE MULLION TYPEU NGTHAND OPENINGWIDTHORHEIOHI' IUEPENDING IFTHEMUWON ISSPANNING V DALYORHORIZANTALLY).THE ___. _.___..... ....-.......,.. n.�eennu oaecRl EDIT Rcp111PFM@ff lLHSffT'1 FOR THEOPEVINOOBTANED IN �o � MAI: Z PRODUCT REVISED as..'wyIngg riN 11)e Floflda Du11dLy Cada WA 17-0630.01 E.Plr=o De00512612021 G) FROM THESAME TABLE USED IN STEP 4) ABOVE FIND THE VALUE IN THE NEXTCOLUMN ANCHOR GAPAOTY REWIRED "SI. THIS VALUE REPRESENTSTHEWNDLOAOTRANSFE MTOTHESUBSTRATE BYTHEANCHORS AND MUSTBEME'TTOATTAWTHEFL-MULUUNCAPACOY. 1 6) FROM TNEANCHOR CSPACRYRBSITABLE ONTHE SAME SHEETAND USING YOUR ACRIALSLBSTRATECONDRION(MMTPLE ,0001(LYNry MWOILSUMTRATEANCHOR-IXIPPATTEWNMAYAPPLYI SELECTANANCHORCLPPATfERNANDVERIFYTHATTNEREOUIRF➢ANCHOR EN1Z`.: VOEN$' CAPACITY IS MET. T)IFTHEMULLN)NCAPACITYILBSR MAINMINTHETABLEISHIGHFRTHANTHEDESIGNPR SUREPEQUIREMENTft➢S1F'I'iFW THE N. 58T05 OPENING. YGU MAY USETHE•ANCHOR CAPACITY ADJUSTMENT FORMULA'TOOSTAN THE LOWER ANCHOR UwACfTY gEOUIRED.VJRH THIS =9 VALUE ALOWER ANCHOR CAPACITY OPTION MAY BE SELECTED MR THE SAME SUBSTRATE J_.-G(I B) VERIFYTHEDESIGN PRESSURE RATING (LSS l� FOR THE FENESTRATION PR000CTTO BE USED AND COMPARE WITH THE FWPL MULLKKN �pO.c�•• ATE OF CAPACITY RES'FTi OBTAINED FORTHE MULLION SYSTEM. THE LOWER OF THE TMJO SHALLAPPLYFORTHE ENRREMULLED FENESTRATXN '�CS'••�OIADP- PRODUCTASSENBLY. �4 tSt��NAT- F 9)HIGHLIGHTOPTIONMMmOTABLEVALUESUSMINASPECIECAPPUCUONWHENUSINGTHISNOATOAPPLYFORAPERMR. FLLP. ALMLLI�iR E.# SBTD DETAIL A: weld+ MULLION TO 2X WOOD BUCK OR WOOD FRAMING (OFFSETCLIP SHOWN) - I II EflND1 I I STANDNNO �"•. I. GFpy[(WJLL s au MAYEp 1 i uaiwmet .' e I TH19 A£M . • � a a a. n d a /J a EXTERIOR •a ' VAEGIA@!f T AMATTIS}ermlsxPa SIDE VIEW FROM VIEW INSTALLATION NDTES: 1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WPAL DRESSING OR STUCCO. ]) OUAMITY OFANCNORS AND MULLION SITE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY, BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON TFE ANCHORTO ANCHOR DISTANCE THE. OORiECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED. REFER TO THE TABLES ON THE FOLLOWING SHEETS. FOR DETAILS A-D, EITHER THE STANDARD OR OFFSET CLIP MAYBE USED. 3) ANCHOR HEAD TYPE MAY BE PANHEAD. HEXHEAD OR FLATHEAD. A) WOOD BUCKS ARE OPTIONAL, SEE DUAL C. SHEET 2 RFOR M ULTTRRACCORN OR ELCOTVT S.S. AGOREEATOR MASONRY rWCHORB��DE COUNTYAPPRONED DETAIL B: MLLU014 ATTACHED TO TX WOOD BUCK AND MASONRY (STANDARD CUP SHOWN) fiE0FF9GTG1P6 ' NECMUEImEp PJR FMiMYID ewvdve,aBTHAr PfSOdi U3Ep Fq1 OME0.PPAME TPES II S a II i rw ZilC.l CWiRETE Ut OAI i I eCGE C6i/AEE u� I I- eEEEFJi L10LF9 /� • EOGcp19T,WCE 161dB -. CYilU4pPtY I a 0.NCfAYi9 a, eA i I I SIDE VIEW y n, \ 2 HERTE mAwaao N A, L'PWrBa- t '..4 ir'iseE�'TN. Epf.E pm Fm CNGIQi3 d WRY r AN.. ` T .AN WN Ui2 Ohl PEP6UB9TPATF: sea inelc91e-na PRODUCT REVISED DDDµiTyp - omPl inB wNH tRa flwida AND eundlig �Paa 17-0630.01 -: ATTACHI.IBR NOA-NP. eFYLd",E1, eaPlrouon Dam 0512612021 BIER t. ' r ". MI T Y uct DPnen MNziMICCN ETe On WU FRONT VIEW A- No. 58705 DETAIL C: MULLION DIRECTLY ATTACHED TO MASONRY STRUCTURE (STANDARD CLIP SHOWN) ErtnminE mANpdRD OFFSET FNLL .. 0.11'M4Y9E INST/.LLEDBT 11H9 LE]NCO a� EXTERIOR NwvxR corzcEETE oaaa FRONT VIEW DETAIL E: MULLION TO MULLION INTERSECTION (U-CLIP) NDTEB: 1) MAY BE INSTALLED N TEE' OR ICROSB' NTERSECTIONS. s 2) MAYBE INSTALLED TALLY LV. (SHOWN)OR VERTIGM12f. B) SEE U-CLIP ORAWNSS, SHEM 21-?8 _ TOPVIEW ^' w FOR CORRESFONOING MULLION. NiLHM •••••• ) e \ iHEOGPA— NAARA wlrmows,aaLur 1 P1506E LSEO fOR � y ` '. mnFSi FRN.ETPE9. a C FRONTV7EW 1�1 MAN P.] Y.61 GIX.'C6E]6 tlt CLN SIDE VIEW INSTALLATION NOTES• A) ANOIiOREMBEDMENT T O BASE MATERW. SHALLBEBEYOND WALLCREBGING OR STUCCO. 2) DUAMTTY OFANCRORS AND MULLION FOR PICTORULL REPRESENTATION ONLY.BECAUSETHEANCHORCAPACDYISB OPARRYONTHEANCHORTOANCHORDIBTANCE THE CORRECT CUANNTYAND LOCATION OFANCHORS MUST SE FOLLOWED, REFERTO THETABLES ON THE FOLLOWINGSHEETS.FOROEFAILSA.D.E"M THESTANDARDOROFFSETCLIFMAYBEUSED. 3) ANCHORHEAD TYPEMAY M PANHEAD, HE%HEAD OR FATHEAD. <) WOOD BUCKSARE OPTIONAL S'eE OETNLC,THIB SHEET. 5) FOR MASONRY APPLICATIONS IN MWAI-DADE COUNTY, USE ONLY MIPMFDADE COWTYAPPROWD ELCO ULTRACON OR&COlie S.S. AGGREGATOR MASONRY ANCHORS. FRONT VIEW EXTERIOR \Y EXTERIOR SEE 9,EE19 p1a FCR MttELOGti6G EDGE OR]MiCE SEETPBLFS 161d9 SIDE VIEW DETAILD: MULLION ATTACHEDTO STEELSTUD (STANDARD CLIP SH NOTES: 1)FliOR ALUES ACKEGSTEEL 9TWS, WOW PNCHOR VALUES MAYBE USED. 2) SEE CORRESPONDNG MUWON TABLES. SHEETS 5-20, FOR OUANRN OF SCREWS. SIDE VIEW. ExplraGcn *: NO. SBT05 • CA � .. DETAIL F: DETAIL G: DETAIL H: FIELD -MODIFIED MUWON CLIP ANGLE MULLION CLIP BAY MULLION INSTALLATION C (F•CLIP) (ANGLE CLIP) (ANGLE CLIP) Y gbg sEaDETnisA4 R� G oo-ai a� 1 E iNF£TS].VFJifOP pSTILATYYI anT N.LL ` TO BPH:IFlCSWbTpATEA ' N a' o� �o z w O O O O O W O O TOP VIEW 2 O O O SIDE VIEW - - 1 i m Q 'o W W urounnRH t•xe%ass•. 1 TOP VIEW ID ✓i - I Tw.nucaoR ? Z l� 1 PEX SVCSfPATE, (�� b. .EXTERIOR 1 I � 1 1 SEETA9LES fSe titles Z Fryer'. .V m 1 1 N O. 1-Tm.nucwn 1 1 EXIEWOR - j Z 1 � PERSVeS'IROiE I AgpIgF.CTOFRFIFJ`l BEETIHLF916110 1 j Q Z Ali LCNCRIOIL. i -I 1 Tx6•NlILCYF. Z Q m I I 1 1 1 1PFAilwONE1D,MAI[E Q p Z }\V i i I I 1 oaT.. mlwslcern wrNlni f_ r oiYo ii l i � o K H YjY i8. 1 M'N.E P. WSTBEWWEiUI. / Q - 2 N lO/ll �i W9TBEIumm. C-G k� NOTES FOR M3TAHATION OFTIONS F. 1) DETAIL LS NOT AFFUCABUF FOR THE BAY OR IIV X 2.11• X.12F MU_UM 2) SEE TABLE51&130 FOR ANCHOR QUANTITIES AND SHEETS 21-M FOR HOLE LOCATIONS. %THE2x6CLIPISNOTSWABLEFORTi6APPLICAT . a,�..1.R. exvlR,t>eF care osns)zoz� EXTERIOR R �� MYlvm mEuff �f EoMmf— yF1 P'g F 4C a I IrcwcoD.arEq 4UM. GA10RMi5CNRY 1 EWE / O � DMnNCE PFx z nrL1uR FOR INSTALLATION OPTION GBH 11 u �TJ�ON.... .,N�PPi�� - O NOTES 1)U3E2ANGLE CLIPS PER MUWON END. C11P3 MUSTBE INSERFeD M61DECF MUI1pN. z `i' 2)DETAILG:6EE TABLES i&i4B FORANCHOR OVPNTITFS AND SNEET621•23 FOR HOLE No. 68703'� LOCATONS. FORANCHOR QVANTTIES AND 6HEET22 FOR HOLE 'n FAO•,, � 3)DE7AIL H:SEE TABLE315BOR16B LOCATIONS. A A�i• :T.C�'•. d„_. ��: 0. TA LL to Table ' DpGlhlDwwn y �LW,�IB,yon�C,�-1 ro/+m1iC8i7�Wiino11A6G®) orDweFs x ]d13 (milWlrIDAdbapB(Ilw mA-) �W In RM0.'N Ta]nMU. aoF I>eslanPeel TIaWLfm0. Nx Ra7mC➢^I ➢VI'mM SBF PeCW4• TmP/IMF IbF lW^AMv T.NPImB 0m419 IWh PmMWI^i T�TMry. LVKup ImAnv ' 00F. IWb n 1]NTEn6 �u^pvn TnMBW LmJiq 1»F 14nsdb TMIBInN ImEN IX2A.125 3w`4'➢ LudW tul$$q WS9 ln�+ lmL$i 1<eYp toehp I.cMp .te2ii➢ India All. TiW §fAdV $IpOq AlF 111.8 tW 139.] ]L 9J] NB 1166 ]D K.➢ td IN.B YSI W9 WB 104 WA ]I➢ Oa 40e 1w.0� ]fe NA tW IdC 3I9 .8Y tm 1G.0 3f0 330 Ib "-, JR yry R➢ JA pA YN RA my 1]J Y9 3!B bR 51.0 YN /Se SIS 0.TY w.9 �YU ]].E 311 81,0 dl 311 JR m.o YN ?s.e J11 51.0 SU SSI 312 61.0 YN • mb w S1 R! SM 5i] .b1 515 TA tYD 1!1 5]] EI 3➢➢ Y51 321 W1 ➢ID ]IA 3w A➢] 31B S6.B IDI IY] i19 E.1 Yw 19d 31+ XO 91 t4! 115 wIn 9YE M BSA TJ) n! w UA 'M ; 3a AI.O ]0 av m ud ]Bs -tw ?s] 3n MI In 319 zti ml IW Iu 3N ml IW tBA m ]nl IB] WF J3t 3W II] to ]20 AO ]54 IW 9A M ]I.e IW No 3W Y.➢ JUM V.1 iIS9 1➢Y iW nv 167 160 A0 Y30 tW WN 53i Iw ]33 IY V.J iw WB 19 Yv tm 'ffi+ uv T+.1 RI 2te YEe iNte6 im 33) NJWF 38l 10 IDB IQ 213 IW St t]➢ m.B iW nl IRA iBo 16! v.B RF 'd1 1]B 23] 1Y1 IL$ 1>9 1&➢ II] 15A IA Ii.! mB RF NAB 1S5 t}T 1W L41 IR 165 IT Rb DA me m2 td TABLE 1B 84wtl&c 2]k Melfta ~nc'SSY Cmc. � .nvvw HWw 21U flleEQdV PT WmI RANI b1C IXo I/Y 86Eha lM'Eko U6'9B Gm el0 "tled FTSIetl m28NN Ap]pTryx Y169coUmem W'EI[a UBam U�,� 110EM Ubwi IN'ElaUbcm A➢eetiem IRrmm ABPa<; ➢caw (GS) 9ueBYP &Ies1351 'MeFmCEp P]ffim! 1' M2' S11C 1' 114' T 3AP' Y 318 T 0.K " GSA' E4 PaMUW3 1• }llT 2 1-IN' NB' 1-iN• :L1M 1dp• lAR T 11T I1T aB[1 EMa+nW IIDL 1-94' i3V' S3V' I+Lt' ZiBp 4tllbe Jw6e .110Wf ] Im W(IEe BNW Nfb M2p W➢6N 2A9eM DA1SN P.G /lbgeEm OOeI PW FIN'. ]Wp 3Wb MY W➢Im Iwt 6e WA WA WA` Rib 0bp 11]0p IAxhv D1.ITN'n O.G/bvnABlmOhe11Cq 69.]9 /Wb )[Up WA WA WA WA 3W 0.+ WA WA 1B@b Rt re wip A/ Jp30 in 6C /PIh5Ngb6m/p'4 ][ TPoIp iWb 694b tYUp IBXb S10L !Wb WA iWb T/Bp BWM WA Tllb 71, @SAIm.(F]4 RI WA WA WA WA WA WA WA WA WA WA WA WA WA ]Nerve®OATM+.00/46'I\bo 1MmmIFG9p IFp. IF iBSbe 1W BB 9lIM N3 Ne 'Btlb 13ip ibb ITIp -JTOp 1H]IN >Ylb 4Rp iWb EIb p YWIG� fEBb Y NCWnN1.1YAtin.0.Cf FlJp6C e91 3b Pe iWb WA WA WA^ f NU ^-�W Pe^ WA WA MW WA WA ]Np NorE: FOR THeyrrael ulr, we In=�m= FIGURE is FIGURE2 _ FIGURE3 • • • - ANGLE CLIP MUST BE USED W PAIRS. FIGURE FIGURER: �IRIIFI�G�I(URREE'S: F THE SELECTED UMANCHOR TO QUALIFY FROMTHE TABLE NOTES. t) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-6 FOR GENERAL INSTA11ATION METHODS.r- 2) LINEM INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPBNWG WIDTHS ISALLOWABLE 3) MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE FOR E%AOTDWENSIONS, SEE SHEETS 21- 1 HOLES TO BE DRILLED IN THE FIELD FOLLOWING DLMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.2S 2WT FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOGTIONS. A)SU9SiRATES:CONCRETE )SHLCONFORMN TO ASD19 W.. WOODDHAHOLLOWANDGROVT-FILLEU TED CONCRETEBLOCK UNIT BE PREAMNIM OFA 2S EWU)SHALLCONFORM U INUMGAD.WOODSHALL YELLOW SOUTHERN%NE WDH AN 9G OF O.55. ALUMINUM SHALLBE60&iTSANDBEAMWiMUM OF.i25- THICXBTEFLSTUDGD BEAMWIMH GRADE 0AE'TWCM GAUGE).9TRlA.'TI]RAL 6TEELTO 1'XTX.t2A MULLION ^T.1 CK MEtN OND &N 2A:ALLPSSINTO WOODWYOEHALLEXTFNDM410T35DFiENTHREAD38EVOND THEMATERIAL D108 Y12ANCHpRS INTO WOOD MAV BESTEF1111B B.S.� OR41D SS. RlT PRODUCT REVISED pi In wIM 11nB FlptlPa eunelB9 NOA-Ho.. 17-0630.01 FapimNrn Data 05252021 By ^Roduc'fEenlT No. ES' '. 7 *_ daze :a STATE F �' 4V !0NAL C n P.E.UTAE}�, P.E. FL .E.x 58705 W.WY'N1M f0'1C [�IKVI (HB) a g � Zpa u�U N4" I. 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V G �d F� �a•y'aasa $a �aFe.. i'��3Ag g�g5a Pi •d�hM1a;�;w; ?55p e a a • 9 � n 5 6 5<ala ak Y y�334$3 a ?K3«3Rq� E �pf R3�3�3 g tl a g �•j} PL.a{F q9q aqa<a383z Rn3g91� W e z °3e�$iz3ffi„ aa�<aa6 �$�t56 �NSddi paaB b Sfi�f-pg'p S jL�Y �me3 r TABLE 4A " MuliWn G < ta4b Opantrb wiBN ITa lAmrasrapm*+ro AeIDnA) titan Wa]ai10 BON, 1COF q✓BINY� WL ul2c, Laital mWrola) IT6N I]cmnaOaA TB qLo/a'M1NO IIOF L<mWL�Mla lav°MdBeAnDO 1®F ibarypuy s )IueSMy9 -.Wm tlyNbg_a" ins all TOF BON 1TIr1➢a .660.AiaMnm.Lcal NQ � � g �1 91 gFTBIa1as PgTa n TA G It 01uof 1�. &W � pTy�a �� . � � NN Nm SaW9F SIN WN wit, '� : WN e nm TON will Wh mp Inc lmD DaO Ind Ima 181e IRl I. WS WB .21. ITe an mn rei R) %s CO mr a 5]I W 10r SY Inc 1ra0 'no Im0 1m0 tic tlon Ind BOA WA BS.) N.I Im aH 61] 101 cs0 5v 100 Ne ml IIO Tna Ina nay tm0 1183 YA.s ttdd p.e MI W.] NA e1e rN ® em Pd 015 nA rn am all sR w SU nao Into naa fno 1W] f%B 1fl.e a.a Me nd lL SII Im WI Wt OI TH ew sa IW N5 9W 911 1mo HOLD 1704 Ind ITa9 meA u _? d 01.1 S)2 m.] BW eaT ma, 1f1e Dm BL rn ace S)1 alz Ia) SN Into lm0 ma Ind w.5 12i1 Ins WA d1.4 at Sae 311 50a ev w ml To W1 In1 m ne tX NB sfY no Ind Inc +9.) tw W,e as I Sli 3aa ffi3 %e DIl 1:Bs 1f]0 D15 WO m em nl EN Ni 3H Imo 1Ro Im.a Ind IRS m. Ial nz 610 M.? 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Ole a1.I 193 se Bm ]Y Nf H5 ND 9p an M = rN f% +%S Du 14.s act 1TA .0 sL0 n.0 ffi0 1t, IMP Gn tTW 1fM N5 an rn ace 6H W w Imo 1no +ma 1R0 1111 Bal )a2 5!3 N8 at 9.a SH am No %1 Hfi eW got w NB am sID imN ea[ n %.e xW a1 ffie a1 au 20 as ZIF td.a m5 mD aN la] m tdB I51 w 1as a) FtN na xal ma Du ul mr as ma fe.a mT me ms +ra mT mT as is.i w 1e.5 Tm _ 1mN zu m Ild m fu m me aas fs.: m to aW TABLE 48 - 9MAVtls - MLhfIY{v AANOrC6PPa1km5 E$Wlmen Mk EmphaB [ DNe]af BlA.'Mn O.G/9 dWMQ9lrli It IAVNrt®I.f4Nh 0.0.l8M1rMalvOibNlaN lr'b.$ 1/MIp1Q5'Wry O.G/PITaSAryYCb ft 3F 3M[M<®alYNtlt 0.0 lIWp. Aro.11Y A1m.W.N 1 Nbu]FyppIG. SF TA1mD1.15'NF.QCIfiap Ok.OR _ ... T.tt rvrcw vta•ENalml­ t- NR' WI' 13r1- WL•p 5'Op NBb )Wb ]PLb ]<OM WA WA 193p IBSp TIBPs aWb _.. ..........n.a•.n AneaOrt 1N•Eao IDS..m t• bl? 1LT 11'Y IWb B3tb WA WA <W Ws 1590 W1 WA WA mb MSFv WA WA •rnr lice a< :.xlbF v }LT T Iplp IW 1B95b WA alP54+ WA n[7ue¢TLNnApi('I TANro M v1c IAe15tivm I, _bYf 1-Ilf - 206 3M NN :8118a NBlta 6fiBM WA WA IW an WA 1W 44 IP. ll,ewwv ve [uouer:m f' 'A.tll' 551tl )AI'p WA MAl WA TW eY WA - WA In.]lJb WA WA vr8e'cta ADvaO.u+ Y ]Ntl WA ]Tab 5'H•Ebo wam }I)T I -IN' ®Ilx A ®]ov FAM to"' va•%Eb Amr --T T` Nab WA 109I1b nv.5oa MOSN &m WBs O.N' 1S'P %Ib �b �NI sITSM aeY ag` 13W' Nlae W9 WW Nza:M swA;Mst '6"eB 39b 11Ab 11mp T19b WA lalb WA .......,.. WA 5Rb WA Inw WA 1]ab Ilt YO al WA •nn n'A rrem ru 911b ♦ue evn.�w=]+u NT Pa No. S4f.Ff9d NGTE:wR me ar.gm.a.v..,.,_............... .,,... FIG G�VRE1: FIGURE2. FIGURE 3 • • • A11LE0.ue.uSTBEUSMoNPAIRS. ' FIGURE 4: FIGURES: FIGURE6: • I'jjI'''I I II��II �� • THIS TASLENCIII I) GEESHEET 1 FOR UISTRUCTIONS ON USING THE TABLES AND Sl25 FOR INFORMATION ON LOADING SEE SHEEi52> FOR GENEPAL INSTALLATION ME"T11005, 2) UJEAR INTERPOLATION BETWEEN MULL LENGm15 ANMOR OPENING WIDTHS IS ALLOWABLE. 3) MWIJON AND MULLION CLIPS SHOWN ARE NOT TO SC•I c FOR EXACT DWEYSIONS. SEE SHEETS 21-23. HOLES TO BE ORE f M IN THE FEND FOLLOWING DWENSIONAL 1T6TWCTIdNSSHOWN ON SHEETB 21.23. FIGURES SHOW SUGGESTED; APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES CONCRETE SteALL CONFORM TO AG Sol SPECIFIGATIarl%FOLLOW AND GRAUT-FILIFD CONCRETE Illi UNIT (CMU) SHALL CONFORM TO i Rdd C_W. WOOD SHALL BE PRESSURE-TREATm YELLOW EOUTHERY PINE WITH MSG OF 0.55. ALUMINUM SHALL BE BBG.4T6 AND BE A MINIMUM CF.12S THICK STEEL STUDS TO BE A MINIMUM GRACE 93 AND.0d6• THIGH (18 GAUGE). 6TRUCNRALSTEELiO BEAT L T.12STHICNANDA30.ALLANCHORSWTOMETALSHALLFXTEYDATLE]3T38CREWTHIiEAOSBEYOND THE MATERIAL#f0 d tt1TANCH0R5INTO W000 MAY BE STEEL, IBIS&S.0R41(i 1'X275'X.dSTf MULLION AN * f Na.55r05 AL CCie3 mi�pt m.at8�a8� g�xaxae�a 056=�BAE; 933'3¢R �AaF"sAAe"a 'Z g p F�¢€PSHav �gHs��gY RG® 6 of ' bi y S c e on� 3 0gH^E �pQg � s� _ a P 9 RR'¢RHnY Y � ER= ;3'm FBL : � A R � sn y $Rs3xg:� gig=a- x Y 7 e 9 e a"sF'sAA*°' 9 HDHHQ �� EB>=s P sgs�h C p � Q �HYH�H9V �aaC.Pi 6 e6Ei"Y a � 9 jg9@iBNY HB g� 38'SeH�$��g �£OsaA'4&e3� -PRPQRPeS��� muut�nem '3 � S 4 s ssa��sasxpsflr,; s S s 3 s -m' s s x s -g- s 1mi b n v b y�� o e a o o� o QtrJ9i1C'4man € � AAd'£i£9£;"c£�A£S�I u- L � u b N b 2P 88 A �' S q F £ "i � �' � A � � � a �o.a mR•+W 4bVNl��" S S � r � a 9 6 S £ � � 8 £ £ � w�mmmdCp� d �w:oaai6eg� ee g � o°oa"�g� �� C u A �e a e 5 UUIn11C�GmM m 9 AEgsSaEA�,��"s l� �. � S S § £ tl S $ K�. $ � A � S u ^ Mac cwmt x�botil yy m o�: a e w o a e uwlm uwan i s£A A£ {���E£y"aS�Ao�jw"s Ewa ia�eeffie Aaxb_£�AAgs§§9dm,1 a C6a a asKBaB OasCOumc��" s+�+ �� �� 0 e �m °n In O g � m e 9 • ? K e m ® e c N e ® m e • • e • mm mm�n 2 Tg�sm$ 0ms y- gq.�2 2poo d- ag$ 10 p p p ozan aN'-8 y pd y ZPgy.F 1m Zp. N gC.rccl� Ap�O NNpo ORO,B? �FFY F C �Oa o A $ ypa Fill � ix �yYy yp NNr a2t2m z D Npmggy �� o s gm A N W�p'"� igm F sn Y m� 38 3� Om p�^• i�P FTni Im om9� F gg�`FsQ> �$ �a ay s ay ooyo rz �yy4x x a p m ;gg F i 2 �F` i'n 9�nmmOy L�� iq $o a�ao�o C mD>$$� x C�rm1 Ay GCF I"W m]AJ�TB i sea p n y �882 a�mmpn 0g g ¢ F�ngp i 1 '��0:� OZJ c SOS S � P�� COPMIGHTOZst) PG)INOUSIRIEG, INC. Pll RIGNiG RPSERVEO 922 :0 m 'mar ° I m^"mA IMPACT -RESISTANT ALUMINUM TUBE MULLIONS Se 1X3d25 X.5 MULL SPECS .m �. m v ��/N • .(� m ^u'm WA N(A 0300JR 9 r3 0 o w m.mm wm. N vu¢ n seam N o �. J�ROSOWSKI 0 will..„.am C JR6sOWSKI 16/1 P/17 NOCHANGES THIS SHEET. Fvrxrr. csurtnsmisa fN00R G IRo rd .... ._ _.. 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LEN ��� • • • • • • • S)MULIiON /ND MULLION CLIHcmuo HARE NOT TO SGLLE FOR EXACT DIMENSIONS, sFE SHT:ETs 21-ZlS$HOW TO eEORiLLEOIN THE FIEIO FOLLOWING DIMENSIONAL RESTRIGRDNS SfbwN ON SI'.FsTB 21-T]. FIGURE SUGGESTED. APPROXIMATE HOLEIOCATONS. HOLLOw AND GROUWUEC FIGURET. VMEATED YELLOY! FIGURES: flGURI � GyD. tyOpp SHN1.BEPRESSUR _ d) SUBSTRATES: CONCRETES SKA LCONFMTO0ABl C GBRW A STEEL • •ONCRETE BLOCK MIT(CMU)S D MALNFORMTOASM TO BEAT LE.NEWITHPNSGOF 0.65. ALUMINUM 6HPiLEE BEA MINS �NDtTME�Ipy g108 ,'Xa�X.1f • STUOT A CW Si=METALSHNEMMD'LE SZ.DR LEAST36CREwpT.D A)B.ALLANGIOANGLECLIP IFIGURE958B) MUST. gig MCAtOR6INTO WOOD MAY BESTEEL tB8 G.R.OR nB 6.B No.6BT05 m nrn^ m �i C P 9 c •. �m • al �m Z y L �o • • A • m ®a c • ymC1 y • •• q 2 Z��mo 22'•• � 2�~ y y�m�m� 1i�az y�N oy�m lob o F Finas�m �j"�i mQ sQA��mz� wm �lo ..y �m9 z m -YiBOEp g �p� � +Ff -cni KF pryry CA_N p0 y;; �v PS5 F� AFN Z F�~1M1ii$?O^O G ma uFg q ; Qz %ivo 9�0 A g g mPs� jH AA A OR Fog s 4 1+N 00 i P c P�1 PPpP 1 iiio—Qop Yyy 9 n!v � v v1�88d�� gP &y�$Eg94 a &gag9 99 " ? N g gam"s §ggEr aWA&I", ')g$'gg, .e N 4 s Ss�g�s$y�eR�2 saaCQisRe9 g G §§ s 6 ggx $$Y EI --- TT - a a�aiaiRF< - ' -MiZZ; i e Y' ` MA U $ $g g$ $ y 5 IMAM g g'ggg$g��iu�y E5 'fie s�4 �a��g ��E^' Ys g gYggggg • ��1 m i WuG lanpm 5 ffim — > T pp It B g a Il S g 9: s c 2 0 91 1""w -- y Y a !I I b Y G b e a 6 W b e (d11Pl�r" a 6 g N'M it b o o#€"u#E#g�e,ya �engR��Nme n 6 6 L t e u o a e b 6 b b 2 c g� R® �u ! L S S A g u $ m E 2 C D o# @ Y D V$ a• e nao•atln p4lttlR I � P �. •bJ @gg"c# Y�8S�4LuEH�+�3"�m�G a a 9 1 "e P: »ky Ryw UP 3" 5 'IA �10 �14 e S agg"a# g i1i g ia $ Y tl NilE a e " vNam rysdU s., wwetlP•1 » y ii a m @ w � �M ® i. b a PWG1GPrN• ¢u 1@ -�J� Hs Q _ 0 A ��\;n b� �•x n rAPttUGNi 01Si] PGTINUUGTRIES. PVC ALL RIGHTS RESERVE)) Z ^Oy v • •n g m of IMPACT -RESISTANT ALUMINUM TUBE MULLIONS 1 X 4 X.375 MULL SPECS &m'.s -m .,, +%� _ N. y N u m Smbc 9ms app N/A N/A 83 OJR 11 11,2 m .� vI1*I3 '�```` �� N .P. $o 3WROSCWSKI 081P9/11 er wm .0 ttcmr. vu xrtR•xsm JRbSOWSKI 06N9117 NO CHANGE 3HISSHEET. I si4mnyjauaav '133NS8INLS3`JNVN22NLL/eL190 IXSMOS%lk Leo, Via,r O, LL16Z/BOi- INSMOS,021 e f Q6 .-.�.u. m s _ . _ _ ] ♦ ....�'ii�: ui ' U_f00E9 wiew°_ V/N VM S03dS llOW9Z 5'X88L'E X9Z'L m �:2-2w 5 Dll m3Un WnF4ivy iv.LNV1SIS3tl-IOVdmWI 5a �, _ - i7 i 0'. 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Itm¢I WA Zlm 1.11�1l1' Sm Oi YdM _9900e -eWIW fiml[e 1TBG I•' 9%l a9 )P 9a WA WA WA WA 1arC i W 1190b M.- iW We 1=-. :%Olp 3' ell 1p iN 1p WI N91p 14MN WA IAIf ... w[W 11mM WA nalN Iba- WA 2 G620 f-wA WI IW31h 9910+ WA 13'ff Mtlq 9m 6a wo. , I]mM 1019n IYS II}Ip 6e91p taftImu i- ITm4 1%Ilq Wke %9Y AM On nQ 11mP SHabe SHIM NOTEFORT FIGURE I. [A] FIGURE S E] WA WA MA WA ]{•Mrt 0.4/VQ,V Mo.lb'Avn.6494 WA WA •Mn. O,CIU(8n. N0.I15'Mm.IFI9.R WA WA WA WA WA WA WA WA WA WA WA WA WA YdIM I-2.000•--i 2M[ba90 AM'MN.OLIFW pblak 9%IM lma[ I9be I. 1916 es YmM 3W kn mIM )Wb 911M OMM M9M M1W Ia3P[ YdM IM[A»®I.il'Mh.DL/FQR E]. tlt 6mM )(OM 9M19M I%91p WA WA ImM WAWn WA WA fiN IM m01p IIm ICa 25p• OFFSET CLIP.ISETHE SANE ANCHOR PATTETW ANDANC�OR VALUES AS THERTANDARD CUP. TABLE NOTES, FITARIE2 FIGURE]: MUFF 4: FGUtEV MURES aulkEfO: IGUREI: 1) 3EE SHEET I FOR WSTRUCTIONS ON USING THE TABLES ANO SHEET 25 FOR INFORMATION ON LOADING. $BE SHEETS 24 FOR ERAL UATION N MULL HS MOOR OPENING MOTHS IS HE EIoOB WINlOt RECTI Oso 2ON Pli��TFlDoroas�6rINSHS�0WSHEETS M1.23 11II�jI�I� FmUR.5: FIGURE]: SHEEf821bA. FIGURES SHOW SUGGESTED. APPROYJ)ATEHOILE LOOATON& AWUE LJ ❑ ❑ ❑ ❑ 5CUP -7) a)SUBSTRATE EMPIR WaSHALL SGOFORM TOAC1301SPECIFICATIONS.HOLLOW ANOGROUT-FILLED (FIGURES CONCRETE BLDOHUNR(CMU) SHALL CONFORM TO ASTM 090. WOOD SHALL BE PRESSURETREATFD s-r) THIMEEELSUO TO HINSGOFUSS.ALUMINUMSH�((18 GA-TSANOSEAMNIMUM RUCTUPLSTFEU.TO USEDIN THICK STEELSN0.4 TO BEAMIrvI.MUM GRPDE33 AND.00.STMCK (10 GAUGE7. STRt1GTURALSTEEI TO • PAIRS B=ATLEAST.125•THICKANDA38.ALLMCHORSRROMETALBHNLE%TENOATLEAST3$CREW xs•x.xs• THREADS BEYOND THE MATERIAL e/106a11 ANCHORS INTO WOOD MAY SESTEEL, IMS.S OR410 S.S. MILLION 1]-U630.01 PapimliaW NO. 5870 --- MuIl*aC.p.cffYT&IgPmeJ OpenM9ltbMQWSeggg, SpmrilD m®ma)erOpaOhlS He191M1(kvlavlmllatYdpmairy n20ars) 60N W% A81 W% WN 1WN TA4 14p1n 1W% 13G'Si11� prtlryum 1A�19 ]reptksp 1vA$$QQV ReclmpJ.i1 TlaMnap U�IeC Re[IlvyYb IONr@Y TmTAu9. NaNq R+%+OT�Nr Is110 T.(rtAmp Ps-v9Wtt lwll$}m IFyRAeg pM%OUaf IwW9 Trffi'tAarp. 1m11O FB[yquly IOmN TgYRap Inv]N N¢1aWJa 1�V Tlep'IM1vq 1<#W IMImS b ThpTlaip. 1n4dV $aWPt&9' {@1lmaW $$$dtudW €�'1Ili $$la>,W a'P% I"ll WS 1no US %M2 SS fine a9 AJO US .9 a4 ml sm fxe tH Wl Us fx1 <U a, I EA pul 411 IN, INS ix, Stl lats I US txf SU 4E1 US 1A1 Stt NT W.S.1 1000 W2 US IW 9l] R! W.0 SW -1 SA m9 SOJ 811 31T nT 40! J41 315 09 1 tM 1 MS 314 449 W MS 314 MS 403 MO SU J0.2 NQ Me 914 mW4N 813. BW Bl0 T1 .1 IN A3 2N US 1oQ ]LO M 81S SW W2 2W SS] F2 US 'AA 11.2 9Y .8 2W M3 M US 2W SI dR 843 . ..9 98i nS IN Nti n.0- JIB ]ll m SS YA w 201 Z. N8 9.7 M Q4 310 US SN n! ala 0.8 TA Il9 319 419 M ffi3 fi0 4A M N3 HB 4al w 212 316 .1 WS R M 811 219 412 = 61] r4 3i2 iW N1 210 M9 2W W2 M] 273 'Lm US 'AS N] 2% M. Mg me !A E2 . it.] . . . 11! 259 E2 Dt 42] 91 lt6 2A 2Sa 2N 99.1 IH No 99 x] IN ffiT NS 31.a 1® PS] TL ES 1W a1.4 9f 2a0 14 1].a Pd4 AB IW IS. AS R.J 1. 134 bM 'ffi! 133 £ Wb, JI] i1J Y< iW J1.0 2. all IA Ra 213 Aa 1!8 .2 HI V. lA me 219 'Gf Yd latl 2U Yl1 Itl 15a ]U Il2 UP lA3 T2 R9 110 T3 Ee 1W M% m 1W .1 1% 23S 1. 3•nB 1. ID.4 IA E! to I" in M3 1Q 1S, In t8] .0 1a 1, 21a 111 PL 1W 'Rf HA IY 1. 1. 1&a Ufi 193 1fif to W% 2PS. IN 215 U3 1fl8 IN 189 131 1fl1 1W 1T8 1R Av9aorcaOeGN 9V VnIC 2.h 3&Ca[. tWACNU Fl4aeW VTW V bma AntlwrCYp Pa6ma BrtMryR SIO•EkolPVdcm _ 1M E4oWrsm 5'IC EeO 1101xm YtEE80UWnm 1!r Fko Ubetm �2NY fM99 F.ko nglnSbm MCEkO UBrsm 1N•39 Eka AOVCior tlWtl� uw.(m)smw W241a1 PO n281M zew. PA E4F 4tbK8 P 11? 2n? Sftt• 1' }I? 1•' Y &1? T QdY OS1' Q9iA Em 1JN' x Vve }vr +.Vf. }ka H/r +-vf z 49R• hVY 6M ' SammaOzta ace NeA SESI Teo1m tmm nI. eolm .m . I Ircaaa emm mom MA ]mm ]Qu mon Im2 a. W2m oe lamas TABLE NOTES 1) SEE SHEET I FOR INSTRUCTIONS ON (RING THE TABLES AND SHEET M FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHOOS FIGURE 1: 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDOR OPENING MOTHS R ALLOWAVUE 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR DUCT DUMSIONS, SEE SHEE17321-M HOLES TO BE DRIU.EO IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROAMATEHOLE LOCATIONS. .ANGLECLIPMUSTBEUSEDWPAIRG. 4)SUBSTRATES:�NMR SW CONFORMTOAC1301SPECIFICATIONSHOLLOWANDGROUTFILLED CONCRETEBLOCKUNOPINEWT AN SO F0.55.M U INLMCAO,WOOD63-75 N BEAM IMM OTED THICK STE LSTUO TORE THMISOOFO.DEALUMINUMSRALLB(18 GkMF). BEAMINIMUM STEELTOB FAW THICKAT TH TUDSTOBE SMU. NGAUGE).T3SCREVJT REAOSOBEAT LEAST.I2S THICK AN#12 OHRfS IWO INTO METALSTEEIX S.S.01E10 S.S. REN/THREA0.5 BEYOND THE MATERIPLS108 D12ANOHORS INTO WOOD MAYBESTEEl, 18-B B;S ORdiC S.S ISE THIS FORMUTATO OBTAINTHE•ANOLOR X N Y i SmY 2 O O PRODUCT REVISED 0uil41in8IMnB wRS W V FIv1iEa ail NOA-No.OuEe 17-0630.01 E plrallaa Dat OS2642021 Mlam a mduS�Gonfrol OMM!, No, 58705 p, igE� � '133HSS1H1S3SNVH ONLW60D Mal-. flw — .1 NSMOS -lq i "! =o M - '". 1. Vol,, 5 . all L rat, %. LIS ZVW MU2 M P. nwl z , UffigV39 01 d9z 7 z 4 4fM gN Z� 0 6 6 �. p . �o 215 M99 z I �! � � E -Wil - - . 9 1211� gj� 4 0 rg 3 A M 0 'HiP-i VV MH il; 4 i < ; X - - - - - - ZZ, 9 A A A .-H i R z 0-w" al A Z�R WW Ram 035 j�.O HE'.9, a WO os Or 91 9 a 9 k a 9 u a x .0 Ma al - A A 2 0 J�! I I� 9131RIFIR l N 9 a=E I - 5 MIR 0 1:1P at polg"'ali ;ji 7 age 66 9 R z I a E C F R A fi 09 9 a: U. a al, 'L33H5 SIHL SB9NVKO LMV90 INSMOSgHr ms- (,4 _gNO LHOZ/SO INSMOS T!f 8 p DrzrD v axmn x :ou x% 'a6cw�.o xPo Q.c Go�vv ��... ...,�,y�.,, W Z pOZ 2If00E9 -w[n VIN�j tl/N W _— �w� 'm 503dS llflW AVS 3O5 3M0 9b S5 4 u�i r4, 6 o SNOIll0W 3B(ll Wf1NIWNltl 1Ntl1S1532l-1.OtldWl� ��m ; �;j �°�-Ct2ra D'J1Y353tl SLNDIx TN 'DNI'S3DLSMNI1Dd [°DLm Li0111.1dOD 7-y c P y0�� � °jy �u. z� o -WNRZQ �b t ao$w9�`ma� Yg3Iw�brc3i'd� �'d iQm'�i—t3aJ n } . 1 wo.�g�,J yo� 75 aae �:g �i�� a99 rn �gDrom a ,a,�gb�SSS 3 my LL� '-m g a��my3 S <SNN �3 �3 32w 06 ' LL m 4 gam �6 ap B8S ? u'� wg Ne SS 5 mG �Wo aN'°3 a 58m�� � rc S 2� ^^g m D LLJ3ky w.pQ}r 33 " '� F $ 15 �E S2 �K99Om zy0 9 'l v/S; 1 02.22.o C § _r02 o3 z [e 8 �98a fE m c�Z$ �3a� z �m Q 4Q O Z �d � F�'�i 2�w F Cl 26FOrt g a� °q `-'EEC < ffi e 3 roi�88 � e a 8 $�g 6 d AIs A CCH J QOO l7 m®p�1�� 6 D • Q &�as�E�E��Ea"sai Nwurw�Dnl; ®ga °a e � a «a a a � Nowao°�D�&Erii�ESRcEo��� rump a n �J�J ^ 996 (Wlw.'Mtl R 6 }1 NWD�N E k 3 k x s 3s ^ iW °a9166ei .. s� P Eyp Nybw�mN kEk5t��929eA ApC � � � e RJR +� � � F . 59 qq vv ww 55 [� 8 NP6e%Vuem ^ m g twOwamru o i rnr°ma6�wom+D R R k C e t R _& 8 9i 9 F .8 A B s N�CmmO � e k k k'' 0 p 6 g tl� 71 p A ggg � g NPVLo� E k k� E� _ d NP°D%mYl^N E� E� � R ✓i i p E��: n W C (P�D6��Esar3a$s����sg�a rw.e%mww _ ii 61 R s � :. � E � � 3 A � A �F S ^ 4' (WDDPDd^tl fNPmaiiwv��a��Rob����sg�a NP•b6mTfl C � d ^ V' V R < ^ 9 B i$ i 3. ri Yi Q J S wa6na6w � m m IIIr .1ZS .125' 2ppp 2WI 0' 1 35• L 3rr 1'X T:%d2SNUMAN 1'%1'X.RS'MUILON B X.S AWTt fiG811S ALUM. %SECTI64 %SEC110N 9TANDARO CDP .000' SuSi 2ALUM. %SECTION 12S .37V MIN. URHERETO 60TOF ALUM.' CETOF NTER OF MUST DE NEW MAGMUM ANCHOR . -5500. .ar5• 3iS MW' M01 I I I I I I i 6 I I&TONIEWCLIP.125 ra0• 1 E 99S MN. A I UCLIP tlee3-raAWM TOPAEW C-ENTEROF ANCHOR NOLE MUSTUE WRHIN THEDASHED BOUNDARY. SEE SHMTSSb FORTHE ANCHORO.C, TABLED DLSTANCE MA%MUM ANCHORHOIE DUMUER.IMV. DUN4TER+fli6'. IXS M'6LECUP ' Be61TSAWM. z.Gm^ xsEaTIDN 125^ .376'MGV. Fm ANGLUE UP ALUM, fiC6ST6 ALUM, OW1EW /CEMIER OF BOUNDARY. HOLSEE SH STUla FO THE LANCHO 0CU DISTANCE. SEE SHEETS AN FORTHE ANOHOROO p19TANCO DAMUMANCHOR f10t6pNMETER: ANCHOR ONA1ErtR+l/18'. MUII DImenSon (sheet>) 1'X2-X.125',(S) PGT Pert! Mullion 66605 61tl. Clip 6E6113M 00eat Ciip mi li0M UCllp 666243M Angle Clip 666511M 1' %2'X.375•:A 666006 660114M 6551119M 66624/M 6E6512M 1-X2.75•X.3W(7) BMW fi66115M 666112DM 66BE45M 666513M V X2-75' X.65T(8) 6M 666116M 6661121M 6662410 GM514M 1• %3.12T X.500' (9) 66B37M 6661116M 6MI114M S=4ZM 666515M 1.25 X3106'66°112) 66641M 6661117M 6661113M 669241M 666516M 1.26'X211'X.125•(16) 69370 WA WA WA 666517M ON TES: 1) 1 IOLES TO BE DRILLED IH THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GN ON THIS SHEET. 2) SEE SHMS 59, 12 & 10 FOR SOGGESTED. APPRO%IMATEfpLE LOCATIONS & ANCHOR O.O. DISTANCE, 3) SEE SHEETS 24 FOR GENERAL INSTALIATION METHODS. r-1.26W-1 12S' Z N 5N 2.115 w r O UFX2,11'%.t2S Ml1WON C eDESTBAWM XSELTON W O O 9 L--OIOn Value on) For Mullion: A 1026 1' X ' B 2654 unimen A umuwm Tuhe Mullion C 0.096 D a74a A 1' XY %.375 AGmIWen 'Rite Mann B F4 01 C 0.635 D 1 0.490 5 1'X275-% 3TSA4aNn7 Tuba MOHM 0 1612 1'X2.TSX Aluminum 06 jA1.875 8 Tuba M�"w e 1'X3726'X ,�. Alum3 3T Tube MUB 7 A 2. g5 1.26•X3.106' R 3.262 X.265'Atnn Tube Mull C agg2 D 1.762 1w %2.11' A 1.613 .121• Alum TLbe Mull PRODUCT REVISED plof. wnH the Frollee elelB`.M MCA-NF. 17-0630.01 Gptotlon Datn 0GM6/2021 * : No. 58705 s 12S X A25 %.f 0(l 11S X J14 %.021• MULl10N MUWON %SECTION b00SCIION. BXi-T6AWM %EEC1104 B 1'X4'XMV Ti WON 11O3O.T6 A XSECTIQY 1.ffi0' • _ 2 ti 820' 1-- t zs•X ae9•x.62a NULLICN 000ST#A1 XSELDON 3.260'45'flAYMUWON U�' b•BAY MUWONWilfi003T0PWM/C/Il I 12e'J 1-.est•-1 .a2sr I--.9Br-I NOTES, 1) HOIt6 T00EOflI[1EO Pi THE FlELD FOLLOWING DIMENSIONAL RESTRICTRINS GIVEN ON THIS 6HEET. 2) SEE 6HEEf5 t0, i1. 1A/5, 19820 FOR SUGOE9TE0, AFPROXUTATE MOLE LOCATIONS. 31 SEE SHEEf52i FOR GENERAL INSTP1NTXlN MEfHOD3. �[q9� 2. i • ✓.I T•1�' 9TANDMOI:LN jLGLat� I BOS*Te ALUM XSECItON r.12r 5.500' �urFinaro in 40• r �y I F-.tss 2.t25• I a081Ts N. %SECTMTION .126•r CENTEROFANCHORHOU DASHED BOUNDARY. SEE PFATEFLUP,SFE .J]5• ETPEF.SHFETe I � M'f.FgR HOLE � 1 MVSTLIE WITHIN THE 00.5NE0 I ! F SEMIRY.9EE SHEEf9141] I F PNCHOR O.O. ` DwammE i ANCHOR HOLE OW4ETEFC _______1 ANDO' bMMETER•lnW. SfANDPADCLIP U.CLIP 4p8}TB ALUM. B 76ALUM. ' _ TOPVIE1Y TOPVIEW TABLE C .37V I I I I I I I I OFFSETCIIP TOPV BOLUM TDPNIEw � 2X6ANGLE CLID 2.OW BWST6N,IIM. LXSECiION ,125 LIE V2RI [IN THE 1420FORTHE amum ANCHOR WETFR- mv. � TABLE C. CONT. Olmenelon Value On) For Sinallhowl Dlmermum Value M) For iWllon: O 3.68 1.0� 1' X .129• AlutS. IuEe w1w F G 1.B'10 0.60D 13S %A XS2N' Al.E Tuee m0lon H ZU) A000 H 1 1.4J0 J.250 F Un 1'%P% .315 Iaaa, & m T F G 2035 1.125 115'X3&P X.e24' Ailm lerl llu TIIDe Nu6bn O M 1 0.151 2A30 3aW H I 1.500 F G 216.T 0.750 X3. 11X.1v X.100' ZNmm TueWe No. F .261J 9D' MN F 20]5 45'B NIID 1,500 3.250 TARI F n NUIIDOnensaan Israel#) FOTPart# Mufllon SM. Clip offinalcupi u4up AnOloellp 1•XPX.125'(10) Mm Ml IlM 6e0112261 M!41M 36661BM 1•XPl(.3]5•(11) MID 8 I'm 661 606142NI Be661BM V XC X.375' T (11) 116•XA2TXAW(13) 1.RYxS.2TX.02Y(14) (BUSS 20IUV2CJ12 20131Yoola MIIW 0¢6112]M 063112M1 6fi6112W 0&1 6fi6112R0 66fi24RA 6a62410M umllut 0935+1g1 6665115M 0665110M 1.VXA91•X.524'R5) 20162 BBS111M M1126N =41M 6e0517M W p9aee(10) ONSW WA WA WA 663511Ga1 45DeaeD(m) 88650 WA WA WA 60 MU EaplmMon Na M705 6TE0 is ' j, QNAL ? ` c - '1 n Im G` A LYNN MILLER, P.E. �. FL P.E.058705 Mull Dlmeneion . (slleot� PGT Part# MYlllon 610. CIIP UL91p An81e pip 2'X4°X.25'(11) B6602 666261M 6667/1 A 6655112M 2°X6'%(f7) 66604 666262N 66UM 6665113M NOTES 111 2•Xfi'X3 MIRMON M0 TQµ -. %SECTION STANOARO CUP Wp ISALVM. %SECTION I 3/5• MW. i a4W sT0 CENIEROEANCHORHOLEMUSTUE e61TSUM 0TOME j WRHIN THE OPSHEO BOUNOPAY.SEE TOPVIEW DISTM i&9 FORfiHEANCRORO.C. - OISTANCE.MPXP4UMPRCHORHOLE OUMEIFR: ANCHOR OWAEIER � 1II6•. 5.500 cu EPxTa S1S 3.SW' cREATEFCLP. .3i5' MMIN.r i SEE OEfAnF. MIN. �' � xuesrl fC— n. LU(HEAETO '-1660°—� CREAiCFA�. �_SEEDF. SHEtT4 - 1 I I 1 I I I 1 ; 1 I I � I �_ ______ ___I___ I --------- �............. __ I I I I I -- --- I I ------- I 1 I I I I I 1 I I 41668' I I I 1 I 1 I I I 1 I I I 6.4 STAPID CLIP - B T6nLUM TOmm i yyryp �. drys cF _ --� f-.125• ^I F-.125' I it � a I M ucliP 2%3 ANOLECUP OY � � BW3T8 ALUM. 606}TB ALUM. 1121 I XSECTpN 2666' %SECfpN - '� N I .125` .125 a FFU )_ ZN2 I~yl! W' f r-.37V UCUP M0 T6ALUM. LLSEOPOR TX 6.51ULWN CIE 17 TGwIEw M MGLECUP 6RiTBN.VY. roPAEYI PRODUCT REVISEDMro &dldig m q Fladda NOAJIo. � 11-0630.01 Ea ImUon DafoP612612021 A. No.587OS y I : M FIE 1; SINGLE VERI%'/L MULUON NCm- aPSNH1D WUYN LFNGIX SEE �-SM FEL'SDL\PCN DETNIS FROG)m SHEETS 1 A 4 ^ 4 C TA / S EMS 241 3J NONIOIWNWIMJNSM1I �iV--ALLLM[IIH E%AUPLE 2• MULTIPLE MULIJONS THE BUILDING SUBSTRATE IG KNOWN TO BE WOOD ON ALL FDUt SIDES. THE WINDOW FRAME DEPTH IS2-tl4'.THE OPENING REWIRESADESICd! PRESSUREOF+WJMfi0.0PSE. i)INITIALLLM MNOG NU,BEUSEANJWONIS MULLOE.THEMULLION LENGTHNMATISTHEOPENING WIDTH FRAMEDEPTH.F24MNNOWILL FETOR ECWUMNUSING DEVO NWLM LRE OF - MUBTBE USED. SLAT THE DOES M TABLES FOR AMUW ON THAT IME lE T, LARD RSMA ASLAB DEPTH OF2-1/SAND WILLT$ET DR E%CEETHE REQUIRED DESIGN PRESSURE OF+fiO.OTS0.0 PSF. IFTHETPBLEOOES NOTSHOW THE IXACTSDE. USETHE NIXTIARGERSREAVAILIBLE FROMTABLE 3A, SHEET T, THE 1'X22S X D?Q' MULLION (LENGTH=]2', OPENING WIDTH =TY) MF-ETSTMEDEPTH REQUIRED, HOWEWRTHE DE41ON PRESSURE IS NLUJ PSF AND WOULD NOT BE SUITABLE FOR THIS A➢PLCNT , FROM TABLE 4A SHEET S. THE VX 2.76-X.6E0' MULLION (LENGTH =J2', OPENING WIDTH =TOY HASA DESIGN PRESSURE OF MLnJ PSF WHICH EXCEEDS MEPEWIREtENTS FOR THE OPENING MO MAY BE USED IN THIS APPLICATION. NOTE THEANCFORCAPAOT-PEW WE OF WSLBS. 2) U6E TABLE 4B TO R40 THE ANCHOR TYPE ANCHOR GUANNTY AND CUPTYPE REQUIRED FORTIIE WOW SUBSTRATE BOTIi THE STANDARD CUP WTTH (4)Q12ANCHORSANOTHE2%B ANGLE CLIPS WITH (4) 912 ANCHORS HAVEACAPACIT! OF VIS LE9.THOUGH EITHERONE COULDBE USED, THE STANDARD CUP IS EASIERTO INSTALL. 3) VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PROOVCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE, OF MUWONS OR FENESTRATIONRt000CT6, WILL APPLY TOWEGV LASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THATTHE BOTH THE MULLIONAND THE FENESTRATION PRODUCT BE INSTALLED INACCOROANCEWRHTHE, INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TOMULLION. IN THIS E%PMPLE,TIE DESIGN PRESSURE REQUIRED THE ANCHOR CAPACTIYPDJUSiNFM FORMULACOLD HAVE. BEEN UFSTEHDE TOOVCALCULATE LLION ANSYSTEM WAS OETERMINEU TO FBOERTGMTEPEEC IRDESIGN PRESSURE OF GOOPP SSF3:8 LBSATERNATA3Y. (6OPGF)X( LEB 524.9WS (MAYSEUS®T000ALJFY0105 SCREWBFROMTABLE40) THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON ME JAMBS AND USES CONCRETE HEADER AND BILL THE WINDOW FRAME DEPTH M RJIS. WE OPENING SECURED A DESIGN PRESSURE OF f3O.0 ,O POP. FOR THE VERTICAL MUUJON: BUE AVAILABLE FROM TABLE U. SHEET], THE 1'X 2.75'X.37S MU WON (LENGTH a 10r.OPENING WIDTH -On MEETS Me DEPTH REQUIRED, HOWEVER WE DESIGN PRESSURE IS N-HLI PSF 'AND WOULD NOT BE SUITABLE FOR THIS APRMPTION. FROM TABLE 12A, SHEET 16. THE 2'X 4-X 260' MULLION (LENGTH • 10Y, OPENING WIDTH -An HASA DESIGN PRESSURE OF fNK.T PSF WHICH EXCEEDS ME REQUIREMENTS FOR THE OPENING MD MAY BE USED IN THIS APPUCARCN, NOTE WE ANCHOR CAPACITY REQUIRE OF Bit LDS. BECAUSE IT IS NOW IDAVN WATWE- MULLION WILL ADD 2- TO ME WIDTH OF THE MULLED UNIT, THE ADJUSTED OPENING WOW IS W5 36Y2WV, NOT]3'AS PRE- CUSLY ASSUMED, VERIFYWAT THE DESIGN PRESSURE IS STILLAPPLICABLE FOR ME ADJUSTED OPENING. ALTERNAT IL.Y, THE WINDOWWIDTHS MAY SE REDUCED TO MAINTAIN WE ]3' DIMFNGION 2) USE TABLE 42B TO FIND TIE ANCHOR TYPE, ANCHOR QUANTITY AND CUP TYPE REQUIRED FOR THE CONCRETE SUESTRAIE. IN THIS EXAMPLE„ ASSUME ME POURED CONCRETE HEADER AND SILL ARE 6' WIDE. IF THE. MILLION CLIP WERE TO BE CENTERED WITHIN ME W. CARE MUST BE TAKEN TO MAINTAIN WE FASTENERS EDGE DISTANCE. USING TIE STANDARD CUP WITH (6) XI ULWACON ANCHORS ATM EDGE DISTANCE OF 2-142'GNES AN ANCHOR CAPACITY OF 1060 LED WMCH!5 GREATER. AND THEREFORE SUITABLE FOR THE REQUIRED ANCHOR CAPAGTYOF 971 LOS, FORTHEHORRONTALMUWONS: BECAUSE THE VERTICAL MULL WILL BE A2'X6' X.]BO'MULUON, INTHIS EXAMPLE VE WLL MATCHTHE HORQONTAAND VERTICAMULUONS.ATERNATNELY,ANOTIMER MCWONTTPEGMUISE CHOSEN. 1)WEMULLION LENGTH IS 3S' AND THE OPENING HEIGHT 1532'+T2VY=106'. REFERENGNGB..EET2S,TIECOWMNUSWGTMPE2DIG MNGI LOADLNGMAYBE USED,FROEMFO THSHEETIN THE YXSX2W MUWON(PUE 70 .N OPENING HORC 12071VSADESIGN PRESERE OFfA1T0.0 PGF WHICH IXCEEDS TIE REQUIREMENTS FORTHE Of£NING PND MAY BEU6E0IN THISAPPUGTON. NOTEIHEANCHORCAPACTIYREQUIHED Of 621 LSS. 2) USETABLE 12BTO FIND THEANCHOR TTPE, ANCHOR QUANTITY ANDCUPTYPE REQUIRED FORTHE CMU SUBSWAW.IN THIS EXAMPLE,ASUME THE CMU JAMS IARET WIDE. WTHE MULLION CLIP WERE TO BE CENTERED WITHIN ME 6'. CARE MUSTBE TAKEN TO WINTAINTHEFASTENER'E EDGE DISTANCE. USINGTHE 2XUAGLE CLIPS WITH (4) J/16" ULTPACON ANCHOR6 AT AN EDGE DISTANCE OF 1' GIVES AANCHOR GPACIry OF S10 LBS WHICH IS GREATER, PND 1NEREFORE SVRABLE, FORTNE REQUIRE ANCHOR WACITYOF Gf LBS ' 4) PoR THE ULIJP INTHE HOR60ATAMULLIONTO VERTICAL MGUON, USETHE SAMEANCHORCAPACRYOF S21 LBS.TALE iLi fORTiE ULLV'SHOWGTI@ANCXOR CAPACITY IS 10]4 LBS WHENUSIIG SANCHORS. WINCH IS GREATER,AD THENEFORE GUTAELE.FORTHE REW IRFD PNCHORCAPACITYREOUIRFJ2ENTCF S21 LBS.THE ANCHO R THE I6 A H2 STEEL STREW. MOM ME MOW STEPS, OUR MULLION DESIGN PRESSURE IS: +/-64.7 PSF FROM THE VERTICAL MUT.UON; N470B PSF FROM THE 36' HORMONiA MULLION ATTACHING TO CMU. 4J-1]OB PSF FROM THE W HOPoIONTAL MULLION ATTACHING TO ME VERTICAL MULLION(INTER6ECTION} THE LOWEST DESIGN PRESSURE IS+J-S4.T PGF AND WOULD APPLY TO AIL OF WE MULLIONS, VEPoFY THE ORIGN FRES6LRE OF ME FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. ME LOWER DESIGN PRESGURE.OF MUWONS OR FENESTRATION PRODUCTS YALL APPLY TITHE OVERAU.ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MUWCNAND WE FENESTRATION PRCDUCT BE INSTALLED IN AOCOLLDANCE WITH THE INSTALLATION SPEGFlGTIONS INTO RESPECIIKSU99TRATE9AO FENESRUI/]N PRODUCTS TO MUWON. ' EFIAmflaIi *: No. 587W EXAMPIFS OF RECTANGULAR LOADING' I 7f i I I � I I � { wo-, I. POPE LOADING DFVERIICPLMULLKK2 LOAOMOOFWRTIGALMUIUON I SLLOFWNDOMNOTANCHORED WRH INTERSECTMG NORMONTALMULLIONS I PY/ I LOADING OF WIRTICALMUI.I.-ON LOADMOOFMRZONTALMUI-LON %q" pT^ 4I %1i:- il Ili III �I �� 1�%.al�q ' LOADIND DF VcRTX:AL MULLION VANE OF Ili NGED OODR 19 NOT CPPIUREO OR ANCHORED 1 11MM" Iml PJ/ EXAMPLES'DFTRAPEZO OAVIRLW WLAR LOADING: M. LOAOMOOF VERTCALNULLON �. h Ll No DING OF HORIZOMALMUWON � < Q�� m %li%///// Wall II II1=� II�1,4A~ II I� '�IIj— ,l/0��00 Ill y � � _ ' LOMIM1G OFVERTICAL • MULLION riT' �� tom¢❑mil 200 �� swnN 4 PROmUCT pEVIBED vl N��R INI NO PMIWa Bu0E1n3 �aS 17-0830.01 ibtomN nlmWOS12612021 LOADMO OF HORIZONiN. ml ... v'd'cTto 1 WWON e m u n NOI s 1)DRAWMGSARE OFTIT•ICAL CONFIGURATIONS. CONFIGURATIONS. WNFIGUSINOTSMAN MAY OEEXTRAFOIATED FROM MAYBEIRATroNLAMDFROM TI105E SHOMTL 2)I1FTNELOAOINGT ,,CANNOT - ���� NY LYNIp BE DETERMINED. USE `�ENS RECTANGULAR LOADING: 3)SEEPRDDUCTS'MPROVALFOR *: NP. 687M •� ACf11ALANpIOft LOChTI0N3. �'� MIAMI•DADE 1YIIAMI-DADS COUNTY ® PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIWKOI Pnw-r V A ` . T (786) 315-2590 F (786) 315-2599 PGT Industries, Inc. I I 1070 Technology Drive North Venice, FL 34275 SCOPE: t7$s�ek' {I`�2� NThisNOA is being issued under the appli nu s an ul iot e construction materials. The documentation submitted has ee ed ndMiami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. - DESCRIPTION: Series "SGD-770" Aluminum Sliding Glass Door w / 90° & 135° corners — L.M.I. APPROVAL DOCUMENT: Drawing 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 and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 16-0629.06 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 ! it• f r Expiration Date: February 17, 2020 !f (i Approval Date: September 28, 2017 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 14-0123. 10) 2. Drawing No. PGT0130,. titled "Series 770 Alum. SGD — LM Impact", sheets 1 ithrough' 22 of 22, dated _ 10/10/14, i with revision C dated 04/05/17, prepared by i 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 Along 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 tinder 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 tinder 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, FT7,6036, 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 Gonzal (Submitted antler NOA No. 09-0826.10) PrIoXJorge M. Plaseneia, P.E. duct Control Unit Supervisor NOA No.17-0420.12 Expiration Date: February 17, 2020 Approval Date: September 28, 2017 E-1 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-6th 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 07/04/18. F. STATEMENTS 1. Statement letter of conformance with FBC-5'" 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/90° &135° comers - L.M.I. approved on 08/04/16 and expiring on 02/17/20. Jorge M. Plasencia, P.E. Pyduct Control Unit Supervisor NOA No.17-0420.12 Expiration Date: February 17, 2020 Approval Date: September 28, 2017 E-2 SERIES 770, IMPACT RESISTANT SLIDING GLASS DOOR INCLUDING POCKETS & 90°/135e CORNERS B, THIS SHEET & GIAMNG DETAILS ON SHEETS 4 & 6. N TESTED PRESSURE AND GLTSSTABLES ASTM E1300. 1 WATER TEST PRESSURE AND GLASS TABLES ASTM E1300. FOR FT1,6014. FRA014 FR6o1T. FTLE03P, FRS02i, FRLtlJ9PTN FIL]5s9 SHEETG4&5 04e ry detlPBw M1X•Yeem Faunanlevflu) •Am w X W r re m..en ar Pre YXn4.. OH VlrlanM•4mX••XIIrWdb•Ymf.OR]Prt YtrMa ]NrINWM WMWP16 fd••Mq.®6YYhYv wA VIPIaNwCmlBuaYrredb•MT.�WWMX W rinm'eW In:YICTO•vYv X61•rrY.Yi •tlY1f Km••.]X.IYT WOX asA rl.iemwla: vrrE.l•XmCm •vfeuaF....mrlm4.v Ip.mvlrremX•WmAPFre wnrv. as r1.+.min:.virrumevw.vrwseX•.mrlXY.u. mlp.avlrlXo....n meowlX. 66A rIXYa•ILacwrErtXmrV •vlrAh nr l.m.ea MnmvMre4Y•VNAr WXMgv w rlrlXamf.cmlwaxYruN aa.+nffisal4YY..f orA vIr I.4N.XmIpXmIN•uam.•mf.msBX.nw. b I'Ivm•IMIa: VIrTFaeb ♦Lr /JB • IaXukt WYY1rI4Nd•uW 160Xx'gv w, rl.4.m lY.: wTnms WruBNm..mvl.Xbba unmYfl AXNmn. v'NNV Ba IXAp 'ANM•XYPAIEB rR•.xEArSREXiMEN31 T•iEIXGYFD w! •m r60YFoeP,6YVIvlwuruEar ,lxn sc..oa6Exlmmw+YxrlvwaArufrrvrn uc CIR9/BrAxAAE`22 En •.,,W01A0lIHDWOGGBEM 5MEa11NN •AST fiOROABllp➢MG WBEIFHC�6M EGmW •ANSAE Am •AUUNNUPA 10SAI6FORWSOBLHGIM1UCIICH •AWN4NMaEExi1 WNWlAX1A10 •N.j H., •M .l. GENERAL NOTES, ........_ 1 EXAMPLE WxFK.S.._....3G GIA➢NO DETAIL& .......... 4,6 ANCHOFAGE..... ...... ...... 0-14 DESIGNPRESSURES.....c8d INSTALL OETNLS.... _...... 13d4 GROSS PAaw SECTORS ELTORS..._. ..... 1] .... 18,19 PARTS LIST. ---- _- 'p EMRUSIONS.__.......... _... 31.Yx fAXM1N]IIB Mtl Om� of°uF WPa �• WmXf 6u4W4 0mP BNtlnv bbOm•nly Wel Mnve A Y13196649. P•'®k4Fp WlN nx41oe9sus, Rp WWFP 110Y•0 u Hm150.6Y'1 WO• If9' N'! X64TJMYM]n Y! W6' nN! AxsNa x Wr nor 6.9FYYAW Yd Wr ¢WS f•6 IN'BHIgK+YO IY•F)XI,Fp®Y•I All MCM• 233X•I 1-Y! 4Ya .bn 1. FPy01xY r bnE/PJboY NM�w OXAY 91YCW S u emxn•m PY. -46s 1 i• Isr e nx6NY6Ms (6t s1 pXNasvw+•Ww wX•bpA) u F9'^I9o.4as ]m 5®-TMUY�W,f m YI! 4m! AB6W yJ 6 4mT M6iW tll! 0.XY Ip IN'Rm Wf3Qi9 N-11SWF11"ktl bvbp.Yn3MYY P / IP. 1 Bb:IASBIW) I• yr n. ulbuo I•'IYYY.Fp IPW �° XY x' Wev � FM6 ItlMBId ]'V! ].1 VPHOB6 EIx OebM1•0 Ff•1Z/AY6Fp IH]LY Wi/SY [amu i95W 1' 14'f p PAVY ].AY 1' BbeX 6rN 4W s Ww O-0E5 IIMHIPESV09mA]EEp®ilIm9PEWNEPIR]p4. iP6EpiOl YOPEMM1VnNECFTENLKA 6WP3 /iM1NE. OWSBmEAIAImiOFWvpF MIOWFBTLETIEAfDNNLiiIDEO NTYSAvigVY ZJPLL MLIb1MGUTEGEB A.EAPgIFA01E ])FOR91EF39T614.YX.NeV5YS.6W %•91QiL I FRIED VMEVWLS WYKMOE16E0 W IpLLOW BLNtw.PIIGTWI 6j A4WA9 Wbr BEOFb�EFOENi1EMiM&IIBX}AMXWIW OFBThlIFM5IX1Et94EYW0XfrrN.61B91P].1E. ANCHOR NOTES 1) MR CSMRETEICMU SUBSTRATE APPLICATIONS IN MIAMILPDE C HN'TY, USE OIB.T MIAMN)AOE WUN f APPROVED ANCHORS, SEE TABLE A ON THIS SHEET FOR EXBEOMENT.EDGE DISTANCE MID SUBSTRATE REQUIREMENTS 3) WOOD BUCKS DEPICTED AS 1XARE LESS THAN 1-IM THRJC PROPERLY SECURED, lX WOOD BUCKS ARE OFRONAL W UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE, WOOD BUCKS DEPICTED AS EX ARE 1-VT THCX OR GREATER I AND D(SUCKS WHEN US ED) SMALL BE DESIGNED TO PROPERLY TRANSFER LOAOS TO THE STRUCTURE. BUCK DESIGN AM INSTAU KMN IS THE RESPIXISIBIUTY OF THE ENGINEER OR ARCHITECT OF RECORII A TO BE REVIEWED BY THE SU601NO OFFICIAL 4) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICXNESS f{EOIIWEMENIs PER CURRFM KORmA 0UROBIG CODE AND TO BE RENE WED BY THE AUTHORITY HAVING JU W SOICRON. B) W SILL IS HENT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT FISSURED. F USED, NONSHRWK NON-METALLIC GROUT, MAX V4•THICK A 3400 PSI MU. (DONE BY OTHERS) MUST FULLY SUPPoRT THE ENMRE LENGTH OF THE SRL THAT A NOT TIGHT TO THE SUBSTRATE. AND TRANSFER SHEAR LOAD TO SUSS TUY E.IF SUBSTRATE IS WOOD, SIN FELT PAPER OR MASTIC IS REQUIRED BETY/cEN THE GROUT AND WOOD SUBSTRATE. OR PS APPROVED BY THE AUlMI TTY HAM HIS JURISOICPON. .M nAN213.1B 0/4 S3M6 EXAMPLE CONFIGURATIONS MAX.UNRWIDTH NOR PANEL MOTH PERTABIES 14 M SGW PERTPBLE51a / nz¢T M UNRWIDTH NORPM-ELMM PERTPBIES 1J UwMAX HEIGHT PERTABLEs to � SB TABLE5IEE / � / Fes, yin 1I1� 3-PANEL CONFIGURATIONS Ham— MNL UNRN'mT�—=y MAK.UNMMTH NOM.PANELMUTH PERTABMSIS HEIGHT PEUNHT / RTMABLES to L— 2-PANEL CONFIGURAFIGNS NOR PANELMOM PERTA9LE31J MAl HF PERTI Iffl-li'll-11-1-ill ff�fET Rf F1 Ga {F++H +W LL+aU ++iN 41 m Ur 4 +—i 2)0'E195'GORNERC RGUMTIONSOANBEACOMBWATION OFA 2SMNGICOONVIOUMTIONS. gg'pp g p i 33@RE 3)FGRNORPANELWNTH,SEETASMS14. 'X'=OPEPABL , '�ySE O'e OPLEPANIEL, WEMBLE PM S urn i � b'^POCKET r—OETAR LET2FR /Q'y�W=WCOOORMJUALINStAll =N a @9/ 'C=CONCAEIE INSTALUION LSHEETNUMBER RAK.UNrtmDTH GLOWIOTH.NOM.PANELMDM-r = HE)GM = D0OR UNR 10=1GHt-IOAW . +`�.. PANELHEIGM=OOORUNRHEIGM-I" FOtT 4-PANEL CONFIGURATIONS PRODUC eo w�a� MPX UNrt WIDTH N M+ � NOM.PAwE sH y PERTP36£SiJ it q —UNR HEIGHT MR [ TABLE3la I W,s �_ NR:I 2 -22 1 POMIM I C I PEJY I EXAMPLE CONFIGURATIONS ROM PANEL WIDTH PERTABLES 0 NOM.F PEI MAX HEI PEHTA mv..m.wxcw coNGGURAnONSNORSS: 1j P1L CONFIGURATIONS—.AREN OAVAIIABLEP POCKET CONFIGURATIONS AT EITHER OR BOTH JAM B LOCAMNS USING DUAIL'M,'JC.'NMOft Ttc'PISTAWTNJN. EXAMPLE: WANEL XI."lC(IN POGI(ET Ip)DOHFlGURAMIN CANBE cRN BE G%OLXORA?XP.O%KK IN POCI(ET CONFlGURATION CAN BE O%XXp. 2)80- d 196' CORNER CONFlOURAnONS GW BE A COMBMATION OFANY28TMIGHTC MGUFATIONS, 2) FOR NOM. PANEL W I011L SEE TABLES 14. W-OPERABLEPANEL. '0'vINOPERA5LEPANI@- V-POCKET �DETAI GGGOR W=WNCRORMETALUAS 0AnON C=CONCRELE WSTALLATION GREET NUMBER OLD WDRI a NOM. PANEL WIDTH -T DLO HEIGHT = DOOR UNIT HEIGHT-10.12V PANEL WEW= DOOR UNM KID W- IAW WWTM VNOM Yt5'NS GLA591 I 3(15'_StGtA59��� Y18'NS GLASIVNOM. Y4•NOM. F Enm Y4'NOM. y LS,NOM. BITES <• O n /x4t CUSS BITE 6fIE a° m w w 6 7/16° LAMINATED GLASS TYPE G3 7/16'LAMINATED GLASS, TYPE G4 1° LAMINATED I. G. GIASS TYPE GS 9N5'NOM. ''j'�1I WIG -NOR '}'''-�{ }'�-''NOR vFISGUSS t/4'f_6GUSS- I Va'115 GU55—y ^ � HS .09P PVB� .031'S0-� 915 HS MG°1A55 � S/GLASS �x4t 1 1/4•NOM. artE � sOE suss _ errE ex a m w w ss 7JP4 9/16°LAMINATED GLASS. TYPE G3A 9/76°LAMINATED GLASS. TYPE G4A 1°LAMINATED I.G. GLASS. TYPE GSA GL NNG NOTES' •PNN- AMNE D •HS•=HEATSTRENGiHENEO SEESHMTI5MRSPACMVIVNL T^TEMPERED •PVB'<.090•TP0.51i0tMBYHUMRAYAMMCA.NC. �°titam'¢aut 'SO'=ABO'SE YGWSDYMU YAMERICA, INC. ate GLAZ/NGDETA/LS aAr. awm. rmn GLAZING DETAILS (G6 G6A. G7 G7A GS & G8A) 1'NOM ]� ]tlC NOM. 1•NOM. YfB'AM1M GVSS 116'NS GtA55 �yIIIII ^ yf6M_71 lwir i8 AW�SPACE Cl.)Cl.)y1SANN GL435— SR'P➢25PACE xF -- Eximux y4•emM. 1x��9 y4'NOM. a GIASB GIA99 B E DUE a W >a w 1= LAMINATED I.G. GLASS TYPE G6 7/16' LAMINATED GLASS, TYPE G7 F 1•NOM. —I 9NSNOM —II Y{'NGM11. Yd•NOM x3�3R G1g65 GU55 Bf1E BRE erl[Aima 3WNOM Guss BRIE 1' LAMINATED I.G. GLASS TYPE G8 1•NOM. wwE Gf s Y16'PNNGLASS Mq NR SPACE n 1/4'TGL $ 14•NOM H GLASS an a a. w ss M P LAMINATED I.G. GLASS, TYPE G6A 9116^LAMINATED GLASS. TYPE G7A 1' LAMINATED I.G. GLASS TYPE G8A ?.r No," GWNG NOT ' ]_ f PNN'=ANIff D lz 9yy: 'IAY=HE4TS NGTHFNED SEESHEETISFORSPACEROETARS. T=TEMPERED s )NS }M£[ iGeO.sYTII®IILJI� +iC� Vw.[im.. ✓ =��• ` wm .. n sn Design Pree\Yro(DP) and Anchor Ooa"Was Raqukod. MaxMum DP fal AB ekes: (for ad Approved cenll\umUons on Shaou 3 B 3) •60 f-80 Pal Facmr o0pencM d mQ. al W a OW A. 11 (Mry Oe@nl oa.U) RaM.Havl Lade VpbloWma MavA W M118 BY m- U.5.31.].IABAGW GMTAP OLD ]S]IC MA]0.711P GO IYAT ID Pe E14e1Av RI Iaa-. WaMan Nw. MCMB.nT AfLNOaoAKIN G'a9 MAa.w q e L D A B C B O D A B L L 1 •1 i G••'N•1P0 0 w 0 0 0 B 0 0M U] M] TB G•1 Gtl ]•0 U•1 .0 •1 ]•B G ]•B G•f P. UN •B G•1 h8 d•1 ]•8 GH ]•BG•I G•1.blo B 0 0 B 0 0 B B A 0 B 0 B B 8Ul B•] N] 0• ]•0 ]N ]H •0 l• T•B ]• • ]•0 ]H ]•0 Cat G•1GN TT' LNt •1 U•1 CNI d•13P WAB•] ;T 0 CN1 M] G•1 N] G•1 ]aB UN ]•B G•1•1JVIE ]•B . Bt e B 0 0 e BWvk ]•e ]•A ]•B ]•BNCN2 0• H] G•2 b] CM2 N G•2 ]M U•2 ]•0 Uv3 ]•0 G•2 8 •2 ]•B G•2 ]•B f 2 041 G•2 GMi G ? Java B B B 0 v B 0 0 B 0 0 10 B 8DUO2P{ixY B•1 H] y] b] ]M ]•0 ]•B B 1•B ]•a h0 I]•8 ]•0 ]•B ]e8 FOR E%AMFIE ON USING TABLE. SEE SHEET O. TABLE IA SN HelghttMax. (D P .rt 17) •W SEENO3 NOTES: 1) POSTWE PRESSURES INTARIE 1 ARE BASED ONTHEMEOFTHE}Va' BILL 2)WHEN USING THE 2-1l SILL. POSITIVE WATER DP R LO.B] MSF MAC WHEN USING THEiffC SU POBRNE WATER DP IS 80.0PSFMACWHEN USING THE a' SILL POSITIVE WATETT ISOD.OPVF (NEGATNEPMSSUMSUNCHANGM"M DLOWIDTH- TASM1A. NOMPANELWIDTH-T' 3)V. G-IN ANI12-IMAM MEOWS ARE TESTED FOR WATE14 INFILTRATION WHEREAS THE 1.10 SILL 0 NOT AND MET ONLY BE USED WHERE WATER RESISTANCE IS NOT REOVIRED, MAX POSITIVE DESIGN PRESSURES SHOWN IN TABLE I MAY OLD HEIGHT. BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WIIK WE CURRENT FLORIDA BUILDING CODE (SEE DOORUNITHEIGM-10.125 ADJACENT DIAGRM1,t THIS CONDITION 19 NOT MUD FOR WATER WILTRATON. 4)SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION. PANELHEIGW- S)DOOR SUE TO COMPLY WITH CURRENT MG EGRESS REQUIREMENTS WHEN REQUIRED. DOOR Wi RHEIGHT-1.86V B)JAMB ANCHORS ARE SPEORED AS THE TOTAL OUANIR'. DR'ME BY MR PAM TO BE INSTALLED. OH RATIO=OGH H LENGHEIS HT Ntefloa[ P-Iwok bYSNe@loop 3bal0ht.tRoa1 An,.* I ..v SbalpAlAslaapl WANigal Assem @ 90'AttrAa1 13S'ASVagY AS•rn tl wv 'j-Astrepl Gondatlw. G.M.SEH 3uMaN3tlle 3omda,d L2e Sala Id SWe Hlvrd.11.o HeavydurySWe Hmv/durySHs wary ATsNe stawa U olwa 11¢Me larva Cone 1 Taw a Gne. pand00 (Q) PM 060 Pb146D PM OEJ ISMli PMtl6]Pap+P9 PartP63 PaRPvt1-11-1 Beaae, k) Moo. pm'w(Oal) pat\12o MI Pan061(sd.) PLn033\Ill IGrll\rm Mouq Per1061 E+Wvum Na MB, TABLE?24 FOR E%FMREON USING TABlE.5EE8HEET e. OLOWB)TH= NQIEg: NON. PANEL WIOTH-T t)P09RIVEPRESSUPES W TABLEYARE BHBEOON THEUSE OFTI�}tK`SILL 2)WHEN USING THE SISILL. POSRME WATER DP IS 48.67 FSF MAX WHEN USWG THE}tle' SIM. TABLE ]A' DLO FD:IGHI'= P135RIVE WATER BP IS O].O PSF MAX WHEN UBING THE P BILL. POSRIE WATER OF IS 60.0 PBF MA% 9N HpIgIRb Mu (.)DP OX LENGTH OOORUNRHEIGHT-10.135' ()V.AFI EPRES. UNCIM HEMHRS ARE TE:A (W9rpdiwclMFs4,p) !)1'.Ytp'AN02-1I1'SILLHEIGHISARETEBIEO FOR WAIEA INFlLTMTION WHEREAS T10:1-t/I ypryyrlbg0l PPNELHETHJO SBL IS NOT AND MUBT OMY BE USED WHERE WATFA RESISTANCE IS NOT REOUWEO.IMX kTRwBG am (•)Sago LO OWRUWTHEIGM-1898' POSITIVE DESIGN PRESSURES SHOWN IN TPHLE 2 MAY BE USEDWHENTHE WORM PRORR IED SY PnOeun. Wi BMOIID Wi OHMTI021' PRODUCT REVILED ANOVERWWGCOMPLYWGWITH THE CURRENTFBD(SEEP➢JACFNTOFGRAMZTHI$CONOOIONIB FMfl.t-1T mMaB O veYTRARON.Gmp '•In 20.12a 4) SEESEOFORWATERMFLLHORAGE bA'.2A? e•le.m 1 xpuae 1T-0C30.13 L)WGRSEI410.16FORPNCHORAGEITFBC E.ECGEOIBTANLEANDEMBEOMEMIRES. TION, ¢plum-St/P rW.O 5)OWRBDETOWMF CIFJWRRENTFBCEQU RE DMDEN30WHENREOUIRED. _ ealnnw e. OL1T11030 0)YMBANCPDRSARESPECIFIEDASTHE TOTAL OVNiTITY,OM0E 0Y2FOR PAOLS TO BE N• •g OH RATO=OH HE GT3 METALLED SEE NOTES 13 OHHEIGN] mia 8 M RTOWENSIO SMDSHEETB1B618FORASSEMBLVDETA aGgvirxyyi #pT; Nn&I •r' _ NN 1= �9:ff �y/� rcS �pOT. s4fe T�j3Vul: u re.+¢R. OPANG ANCHORAGE pNOm+am'SS�ONAL ENGo• m p� p�TAe�iamrsllw� rsR].olun3snvp SERIES llOALUM. SGD-LM IMPACT 11111 ] Al,Pn Rna PE m ,mdal a er�a]m MS 1 •32 ~'PGTD,9a c Ee3ems pealpp PnuOn(DP3a^tlAnNpOOuanHBn ReCubeX�Q0lelepp+pveE mnfipwa0w+f eC 80eefai6]I MuOn+lm DPipOnlbRes: Mp/� FuemumbapYw4iwpamg w+ss•wrt+u4.amnenl+ Mn pB+uLBgnLY GI Gv vI+M nN..mlmly sNmryFm.,aA nem a eA ], ]A esaamw Ob GD NetlNIwW OM•.bmb3n. m bC D•^V ,S flmC p e BI C p• B/ C U e B D • p C O I. 0 C C• 0 C 0 A 0 C Y •1 r p•1 1 pr • ♦ 1 G• � gd p e+ 01 8+ t t 0 0 e 0 e e e e+ 1p 10 101 10 f0 101 10 10 10 p f0 ON b] GI wl )•e ]•e I♦0 Ire 1•B ]•0 ] e ]•0 b0 a bB 0 wa0 wlo w w10 W10 fywlsp p•f W •1 W1 G•1 •f WI WI Grf Ge WI G•1 Wf W G•1 WI G4 W1 G1 U U•1 Uvl prl WI Wt Wf WI d 1 G•1 WI G♦I a t00elwp1p1010+p1010100.I'pyye•eb0b0BNMBp+OM0f0WIWIW+GrlWIGrltl•1)eeei.eoNev.iu.ne .e .e e.e I.a ne »e I.>rone e.v.oa w+o w+olp+pm1flp4501G•IWIGrlGrleI•1Wf4useaee e em b 10 +otoip 1mptpmu1pv+m»]w>.e nawebaeNwmwfpwfomw+pP•10IYMaI3GRW3CMS JN-2�2 tl4W3GNrYGr3 W3Gr3G•Sd•S4 WS CSqdriCb]tl•]EN3.peBBf010010101310b]bI♦00•t0WGrSdr]WiGr3UNG•ilmpeI+peeew]eqb]e Nne.ereGN W3 Gr3GrS Ur] W3 U•GN10eeBB0 b ]r0 1.9 1r0 rt / 4 )4 THE FOLLOWING STILEBASTMOALTYPES SNTLL OE USEDFORTPEIE SEE SHEETS ]I 3Y RPA Stral�i A+beOel eB 90'AStm[W LGbtlh@ 19S'ANapi Nlelldk pJmOY Irc}Nk QAmE AatemNY 3va10Al Atbagil AasembM 9PAstneal AcemWy �1¢%tib@ Achgal NnvyEury SNa XGWtll�ugyS.Upb Neavydty30Y NUeyEury319e Heav/Cuq S+tle Nmv/durySWe MeavBEury Slie HeaydCO,ly3lh Xeavyduty48e St'panNLNA�N+e-al Oum� Ou1Ype _ CFI � �--�y� Iml`��1 LLLyIi���NdNI ❑ mtme`w n'T'I F°""a (una paRPBt1eE1 partp0t peM01 pMp6115Yk1 hrtP61 pnaOtlStlle) PtltilUl<omer glpit9(ONJ h+IBIID(IM pMG115Xb) pMa03IR/33 PffiIGl ParteO)(Asmgall AemIN.) Iepm.&iap Mawt) LeJDoslga Pressure (DP) and Anchor DUengd4s Ro4Ubcd.(foral) approved eongglnt0ons on Sheets 2&3) Matlmum DPehown bolaw Fa[Cve[YgalerchY•pm BYv1Y'WnINTa, IMI 11 MB%bOmepgTetla U) GY rvl ieW epplom6Wa tPpO4M. or er W' U6' 1[P i • q flg 1. 1A, B&PA eMNa - YI 1 B 9- el-ile O 611YA•Imyl Qje alvneelM Amlm AVAtt Arcb M[MON AMM[Gm AKAv c o B e A B c o e c p e c o e A e o 1b vane• .Fm6 r al I or Ir plp X!6'S• JanO ual CMI CMI B e B pa uH uN LN1 • e B e CNt uN WI u.1 e 0 B 0 ual GN uH 0 e e ua ua 0 B CMl ua f0 10 CNI G.1 16 10 ua G.1 IB 10 IB. 1. 10 PAVY 6.] Gl 6a] »l Ha 1H ]!e )b l!B ]!B l.B ] 1!e 1M 1.0 ]a0 M9 »9 H9 eK »0 NB b0 be G PraSetq .I9].0 l lfdx.6 I N-]00 1 D' GD XY6RY .1•pe CNI WI G.1 CMI CMl a 0 0 s e G.1 LMI B B Git e G.1 10 G.1 B G11 s CNt cNl e f0 G.1 GN Git s '8 B CHI 10 GNt CNt G.1 10 10 Gal Gat CN1 10 10 10 CS. S. RhvY 0.] »l B.l Nx NB ]a0 MB ]!B ]aB ]aB 1.0 N ] N ]M 10 ]a0 • BM H9 BK »9 Na eN »B b L'e[ PnnW µ50.0 �ffiA al 8 $ IXO Xud9a Jong CNf 10 LN G.1 01 9 G!1 UN 0 f0 GM CN1 W1 B 0 0 CHt 10 GN pN G.1 B 0 CH1 WI 11 10 Gal Gal B WI 1 11 10 U.1 10 G.1 I6 DI Wl CNI Gal 16 10 f0 10 P WaY » »l Gal 6a] 1.0 11B ]aB ]a8 1.0 1!B ]ae fa0 M9 »9 »9 BN GB BH »9 tl N a ca »0 a.B BK .4]e0 1 Q xT IXO HgeNa Jonp PJmY CNE 10 110 W3 G.x 0 0 !B 14e fiNE 0 ].0 fM3 W3 GNE CN3 W'3 pad 6!E Wx WR 6.x GN Wx f0 8 0 0 1x IB • 0 11 10 B 0 la0 1H 1N ]1e »9 N9 BH M9 e!9 B.9 »9 BM C»3 C»3 lx IO »9 0M Cb3 W1 10 10 NB N9 W3 CNi WE C»a 11 10 10 W »e BH BaI BK pa60 payye Hd?0 RONaaA ./d3A [I .h]60 1 F n• do INaY^n J.ne cH1 c»1 u.3 m e e u.z u.1 Wz c»x e u l0 e c»x e Wz pw Wx c»x Wz cax u l4 e e u 13 1 Wx e B Wz H W3 lE W1 mn tB to Wx a pn W: c4.x to m m p[apY .e ]a• ]!0 f!B »9 U9 0a9 Bag »9 NB M9 0!9 0.10 N10 1 »l0 9a10 M10 Pa10 »10 BNO ON0 8.10 W10 TABLE 34 I WMax.(+)DP mr.nm Rearglt (+)Dmlxn xPvs.., pr ..a e.4&m" a0'JA .a SEE NOTES1 OHIENOTN I-^ U y 8I 0H RATI021 0 i D NOTEN..a or IVX VLP-v ilYea n. .W.n. eaery -ror. nw•.nr. NMS: E%AMPLE ON SIEET O OHRATO=OHLENGTH tI�O31TNE PRESSURES M TPBIE ]APE BA9m ONTHEUBEOFT1EC51LL. DLO WroTI• ON HEIGHT 2)WHENUSMTHE2-113•SILL.PO3NNEWATERDPIS4E0TPSFMAILWHENUSNOTME IH•SIU.POSMI WATER NOM.PANELWIM-]- OPISW.OPSFM WHENUSMGT 4-8LL POSRIVEWATERDPMWAPSFMAXINEGATNEPRESSURES UNCWWGm}SEETABIE3A 3)4',S11r AND2-M-SILLNFJOHTSARETEST FORWAT NMLTMnMMEREA5 l-1?SRLISNOTANO OLOHEIGHT. DOOR UNIT HEIGHT-10.125 PROOUDy1Tn�RAEViuE� MUST ONLY BE USED WHERE WATER RESISTANCE IS N0T REOUIRE. MAX F0SITP/E DESIGN PRESSURES SHO IN eula�-Nelep Cafe .. TABLE 3 MAY BE USED WHEN THE DO0R IS PROTECTED BYAN OVERHWG COMPL`nNG WRH THE CURRENT FLORIDA PANELHEIGHT• 174a42 1 BUILDING WOE (SEE ADUCENTDIAGRAMk THIS GONORION IS NOT RATED FOR WATER INKTRATION. 4) SEE SNEET610-14 FOR ANCHORAGE SPACING, WOE DISTANCE AND EMBEDMENT WFORMARON, DOOR UNITHEIGI 1.656' hymtlw 0.1.02H T(102 6)DOOR 51¢ TO COMPLY WITH CURRENT mC EGRESS REQUIREMENTS WHEN REQUIRED. a0 0)J ANCHORS ARE SPECIFIED AS THE TOT&CHIANTI". DIME BY 2 FOR PAM TO BE INSTXIEUI. XFET51 B a 10 FOR ASSEMBLY DETAILS. me wuuwrrvn errata In[Mad rorrvx.rv. P4nek .�co ww..�....Ilanla.. LeNDIa@Iam4 ....�. FtnIBMAsagal pyondy ..�. labtlk@ SU.,h SNand . ..... ___-._ W'Amakal ASFemNY _.._. _._ _. lwtsNe@ 90'Aa4dgal ]SSA[Vaed ArseInow lubtlla@ I I3S'NbaUl Hea.YdrySNa IIo.T`AM1YWIe HeavaWory SNe HeaY/dtl. I HeaeY-0`N.c I I HI-- Hem,hIRmo,,al Ou1eM8Cnmr ;.] e[.IG"1e'PRP6LI5tik) Ph.161 Pwa61 pPd.aiIfs.k) aN31181pmer PAp611SNe1PMO61(YJ) LPartFP31&03x R-m IAA&FAMnnt) FGTOMO wan, NOFRAME �10-P-HC ANCNORAGECONSI OF: SEE CS CLUSTSHEET SEE SPPUCE LIMB 9 ICUUNRANLHORB. '.. REQUIRED® IpERFEryDICULARTO GIASB SEE'C6'CLUSTER MAX UNIiWGTN SEE CLUSTER OETA0.6 AM1S. SHEET 10 I FORATTRAOAL NT EXTERIOR PIIWEISEE Tq SHEET] 0�~IWE waS, 0.1WR R5 SHEET 10 FOR�Wt1IERLOG( M'RM%.O.G IS SHEET _ POCKETS D - SEEPOCNET (ip)P-HOOK-___ NOM DETMS. SHEET II �L • PANEL WIp]H 66 Qa' •a JAMB MOUNTING INSTAULknON, ADAPTER eMu • I8� ` • `�'i .� THIS SHEET ANCHORS MIDWAY , L R I &SHEET 14 BETWEENP-HOOK 4FARS OF - .• ANCHORS&ATY '- FROMTOPB i — 0i a u-xMco. 1 BOTTOM I n AN�mon 1. p ICI (]OTALBS AN 4.061- ''MAX TOOPFNWG & I EDGE OFPOCI<ET SEE C�]t P-P HEGHT Io1 OC �BRb) WSTAWTON 1 ImI `•FANCHORS A ' (SEEJMAB DETAIL DEfARS'JC&%C. DSO SHEET IC BPMi I I �NuAXOG 1 1 %Z _ HOOK o' I BELOWf 34'RWL EIA PANEL PNCNORAOE DETA&S'J'A'K, g AOMOIINIWG p� AOAPTER SYA4 'ANCHORS O.C. l (RANCNORS) SHEET 19 FOR I� PAORS a_F. ` —W ANCHORS _.___._ I 11 . OFPANEII RA4• 34•.C. EPIAN; 3TM 9RGMUPCIN NMETESUM- TMOUNTPO ISHEL 8) WxWN: M.P g6•[86'NOM.PANEL&. ANCHOR OP.OUPCIN CONCRETE 6UB6TMTE (6EE TA9LEA SHEETO) O.C. 6PLICE NOTE: 6. NON-SIRNCNRAL ANCHOMGE EXAMPLE NOTES 1)AFPROYEOANLIIOR6:6EE TA8fEg6HEEi1 uaPuuui �I AN. ANCHORSMAYSEADDED T— 3)PNCigF LIXATION SPMT FOR ANHOR o ASNEEDEDTOAUGNTHE HFiNOfl SILL RASRILE ] E NOM [ I i OUNfRTIESSPECIREDINTABIES 1J.6HEETSM' �uv] CEMEPo.WEOF R1• NRERLOCK HEADASXL e-MAX FROM HUMECORNER3. MPIL OCLURSATTHEPigOK PANEL USE SPEGFlEO CLUSTER FROM APPROPRNTE SEE CLUSTER "'111 PROOU"R,EVJSSED ......• br1Y WGTH 6NEET tO TABLE6.6HEET888 AT EACHIMERLOCKANO wiavzm �^� STIWGHTAFIEDQ E OR RT FOR INCHOMI( xoARo H]-04ROA4 OFADDWNATON, PFERMED TEDOUAMRYOFADORWNAL PEWFxv PT6pGmi1P•�O!ronalmOUYJuY '�3'ANOHOMGE WIENIONM.A ANCHORS a�mFAsomm,onewsE.mouaM.pr 6.W O�pintlan W L1TIi030 OCPANEL. ADDIIIONALPNCNORS 34.O.O MAXIMUM. �•x'MFut1EIKu¢n°°� 3.6' 8'MAX Mb 4'!".. PNLMOR CFFANE INE-JAMB68 P-HOOKS'6'MAMMOR UT MESMAXANCHORPAIROAKES,SHE OFMNELR FROMAPPROPRIATETABLE6, 6HEET668. SEE 1 F-HOOIKt AAWCCHORCETNL60NSHEET IN4.nNIE6 F�MTEJFµ1B IIUIEI END PANEL 1 FORASTMGPI� �CEN/ERLINE ANCHORS��ANLBORP�IR �DETABS, 6tBREi ttE�•rj IF K DETAMSHEETIO FMERIOR v OFRAN L3 y'I PNLIbMGE 1_CEMFFIME YTgNCIpRAGE CEN]ERLINE 4: Np MNfq `OFPAN69 OFPANa4 F�OFFANELS :/77__s—. AS(RAGALOR I.. SPLICE LG:RTION INTERLOCK-y R NEEDED CENTERLNE I J.F t]5' zw• HLJTIIL20. aS T' V 2-TRACKFRAMEIrL d ILL W OCK (usEwxEPE 4uusTEa pNCHOPSAREREOUIRED,'G'1 4.00 TRACKFMNFHEADSILL ASE WKERE4 CLUSTER CK (USE WHERE 4 CLUSTER ANcxoasARE aEouwEO,•G1 INIERLOCK'-I IFNEEDFD CENTERLINE I 116'F:. [ ... zw ASIPAGN.O0. (FORSPLICE ASTVAGN.ORy SPUCE LOCATION INTERLOCK; CCNDRION.USE INTEPLOCK I IF NEEDED GENTERLNE*Z0­4. ''L) CENTERLWE 1IS r3.6• D �zw• 4. DNO, FZleww T S.S RT FI r v 2-TRACK FRAME HFAOISM1L v 2- ON El NEADSRL W gSTRAGN.Oq INREALIXX W SET WNERE eIUU3L (USE NM1EXE 5CLUSTER mNjpg3 APEREOUIRED,'[8') ANCHORS AID REDNHED,'C6') ASTRMAL OR (FOR SPUCE INTERLOCK-1 CONDITION. USE CENLERLd1E '06•CLUSTEROEFAIL) 3.S 2M� 4.66 {rTy fSJLn� T• 4-DAG. FI2 V I- ACK gNMEHEAW3ILL v @ASTpgG^L ORn,..INTERLOCK (HSE WHERE 5 CLUSTER ANCHORS N1E REOUI RED, CS) 6-DUG. 2w' 2.04' 21 NAX O.C. z1' 6.w• MAX O.C. �-2- A L FRAMEJ6•NAXI ADcxcaFAIPAla I MTRACK 6'DIAG, FRAMEJAMB .ICELOC/QION ANCHOR PAIR Ewen 2.w• pylEpnn TY J.S gNCNORS MAYBE WSTALLF 2I• EffHER WTHEEM. oa WT. MAX TRAOK(PR. sxowTn c. O.C. 2.w• NO S 6 t REBASEDON NJS1 MUOWED. ON MN. ALLOWED. 6•MIIUyL 2O�N LL maim MOCK �TRACKFATME LOCSANCH 0.00KSEESHEETO ISTt RED.'GPI ANONOR PAIR JAM9 PRLINUI CTREYRSEI JN ASTWWPL Ofl ASTRAGALOR O°RSPLICE CGNORIONS ONLY: (FORSPLME INIERLOCK� CONORIWJ.00 NOT DRRRL�� CONDMON,USE CERTERLINE USETHISDETAIQ Sft10ELOG4 CENTERUNE�.G'CWSTER DETPIL) _ &IFFNSEDEDXR, GAS. zw• O O. 2.w- z.w•s.3T•oIAG. 4Td zw'E1lERCR T 4lMCKRiAME HEERLO V 4TRAG(FLOR INTEMOL g STMOLL OR WTERLOG( WASTRAGALOa INTERLOCK (USE WHEEREQUI ED.- (USE WHEWMR&,STERPNCH10ECONPEOUIREU,CC) ANCHORGARf REOUIRED,'C57 WRHS WfIHOUT SPLICE CWfJDION Na sa1 z4a• 2M• z.o4• z^e• nRTemA mm I�ga r 1•aNmroR 4-DWI ADA. 9eas7r eer IF MWA 3 lN13� r 3. 1 � 1 I � CENTFILLINE OFPANEL 4'DIAO. 4.Ow6 3S 4•. 9.S 4• 3.S a. ✓YANp10R 2M• u*eRw za• vfEwm z.o4• ° 2q4• EMM e.er 80•CORNER GT CORNER IYVCORNER 13•y CORNER 2' 4• owc. 2-TMCK RNME HMMELLL 2-TRACKFMMEHEA0.561 2-TRACKFMME HEAIl5M1l ?TRACK FRAME HEPDSILL 3.S (USEWHE4MUSnR (USE WHERE 6 OR a CLUSTER (USEWHERE4MU5TER NWHERE SE50RBCLUSFFR EN I CENIERIINE ANCHORSAPEREOUWEU,•g4� M"OM$ EREOURED.'CBU PNOIOPS AAEREOUIRED.•J ANCHORS ARER awU .•C_8'f fVPMU 4.08' mR POEMPP •MANCNOR '.3'MCHOR °' 3S LK1E w r_ 204•4'UwG. 07�A.l' 4.08- A. 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N, SHEET 9) EWE DISTANCE "OOKRODUSEWITHBOXSURISERS PARTS 019 021,023 OR 626 METALNSTALLATION WMB FORWATERRA 2A63R ONLY FOR WATETt RATWG6) — �m.aAvrn Tmw WNCJCNU EWE DISTANCE NOTES 1.A1,LDIMENSIONS 6NOWNPHERASED ON M. ALLOWED. 2RGURE60NTHIS SHEETAREFOR ILLUSTRATNE PUR➢OSE60NLY.SEE TABIEA. SHEET 1 FOR ALLAPPROVED SUBSTRATES. 3.SEETABE615, SHEETS"FOR REOUIRED "OOK AND PIIOOK MOUNTING ADAPTER ANCHOROUANTRIE6. ALSO SEE EXAMPLE EMBEDMENT: SEE��� 0.Enml1 ON SHEET O. TAD(EA,SHEETI (A=SEETYP. ILLUSTRATION. SHEET 9) SOR USE ." ANY S U RISER DP-HOOK RARTS 018,020, =OR OR0. CONCRETE/CMU W3TPIUTION NTERIORMOUNTSHOWN. (SEE TABLES 1A 2A 63A MAYALSO BE IN6TALLEOIN FORWATERRATNOS) EXTERN)RCANORION "OOKMWNTNG EMBEDMENT SEE ADAPTERCONCOMU TASlEA 6HEET1 MCHORTTP..SEE ANCROR NOTE58 TABLE A 6HEETI (ALSO E=0N.. - ILLUSTRATON.6HEET8) :R�mOET REVISED m B„IueaPlL�.ww.rwM. Nvwxa 1T-0G20A2 1-"MIN.EDGEDISTANCE PHIWK CONCICME—TT—�ANCHOR.r.,SEVWCHORNOTESSTABIA j SHEET2.093'MW (ALSOSEETY. 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(wGi-TEAL) 5aB}TBPL) REQUIRES Mlmolo6 R UMSMIN.B106MS ORW10•MASONRY ORW10'MASONRY SEESHEET 1TfIX2501 RI6Qi3 ANCHORS@20•MAK.O.C. ANCIIORB®f<'M aK y Ur 1.Brr O.aer '0'Y O.M. SCREEN b STLE moBD Te u) 6.q5' IA45' Is6oarr N 3.TMCKJAI@ T5 TOP RAI (60&4TB /LL ' (Baw-Teu) agmR jmu (W& TOAL) oArr 1.W3' SCREEN b BOTTOM RNL (aoq-Te u.) PRODUCTMVIS O� x�F°B vaSZD.0 M.u7w FILE p,^EXTERIOR RESEARCH &DESIGN, I.I.C. ®1 Certificate N STREET, on , tionUN T #13 VTRINITYIERD y3 CHRISTIAN STREET, UNIT OXFORD, CT 06478478 (203)262-9245 EVALUATION REPORT TRI-BUILT Materials Group, LLC 1EQU oVert A42960.10.12-RG PO Box 70R E V I FL16048-R6 Rutherford, NJ07070 auance:10/25/2012 (800) 516-1485 Revision 6: 09/25/2017 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the Win Edition (2017) Florida Building Code sections noted herein. DESCRIPTION: TRI-BUILT Roof Underlayments LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. Trinityl ERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words 'Trinity) ERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report 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 Evaluation Report consists of pages 1 through 6. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCA ANE1983 The faalmile seal appearing was authorized by Robert Nieminen, P.E. an 09/n/2017. This does not serve as an electrunically signed document. CERTIFICATION OF INDEPENDENCE: 1. Trinity] ERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Trinityl ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. 5. This is a building code evaluation. Neither Trinityl ERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. .y �.1 I RINITY ERD ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Underlayment Compliance Statement: TRI=BUILT-Roof-Underlay ments, as produced by TRI-BUILT Materials Group, LLC, have demonstrated compliance with the following sections bf the 6rhEdition (2017) Florida Building Code through testing in accordance with the following Standards. ' Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Property Standard Year 1504.3.1 Wind Resistance FM 4474 2011 1504.3.1 Wind Uplift UL 1897 2012 1504.6 Accelerated Weathering ASTM G155 2005 1507.2.4 / 1507.1.1, 1507.2.9.2 Physical Properties ASTM D1970 2015 1507.3.3 Physical Properties FRSA/TRI April 2012 (04-12) 2012 3. REFERENCES: Entity Examination Reference Date ERD (TST6049) Physical Properties S40540.02.13-1 02/19/2013 ERD (TST6049) Physical Properties S40540.11.13 11/19/2013 ERD (TST6049) Physical Properties S40540.03.14 03/26/2014 ERD (TST6049) Physical Properties S44870.04.14-2 04/02/2014 ERD (TST6049) Physical Properties 544870.04.14-3 04/02/2014 ERD (TST6049) Physical Properties S44870.04.14-1 04/10/2014 ERD (TST6049) Physical Properties S44870.04.14-4 04/10/2014 ERD (TST6049) Physical Properties S43530.02.14-1-R1 05/14/2014 ERD (TST6049) Physical Properties S43530.05.14 05/28/2014 ERD (TST6049) Physical Properties S40540.10.14 10/31/2014 ERD (TST6049) Physical Properties SC7645.02.15 02/13/2015 ERD (TST6049) Accelerated Weathering SC8520.04.15 05/27/2015 ERD (TST6049) Wind Resistance SC14045.05.17-R1 06/07/2017 UL, LLC. (QUA9625) Quality Control Multiple -Listing R16814 12/10/2015 UL, I.I.C. (QUA9625) Quality Control Service Confirmation Exp. 07/18/2020 4. PRODUCT DESCRIPTION: 4.1 Tri-Built Sand-R SA Shingle Underlayment is a self -adhering, glass -mat reinforced, sand -surfaced, SBS modified bitumen roof underlayment, with a 36-inch sheet width; meets ASTM D1970. 4.2 Tri-Built S/A HT TU Underlayment is a self -adhering, non -woven polyester fabric surfaced, SBS modified bitumen roof underlayment; meets ASTM D1970 and FRSA/TRI April 2012. 4.3 Tri-Built Smooth HT S/A Underlayment is a self -adhering, glass -mat reinforced, film -surfaced, SBS modified bitumen roof underlayment; meets ASTM D1970. 5. LIMITATIONS: 5.1 This is a building code evaluation. Neither Trinity IERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use in FBC HVHZ jurisdictions. 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. Exterior Research and Design, LLC. Evaluation Report A42960.10.12-R6 Certificate of Authorization #9SO3 CH EDITION (2017) FBC NON-HVHZ EVALUATION FL16048-R6 TRI-BUILT Roof Underlayments; (800) 516-1485 Revision 6: 09/25/2017 Page 2 of 6 V I RININ ERD 5.4 TRI-BUILT Roof Underlayments may be used with any prepared roof cover where the product is specifically referenced within FBC approval documents. If not listed, a request may be made to the Authority Having Jurisdiction for approval based on this evaluation combined with supporting data for the prepared roof covering. 5.5 Allowable Roof Covers: TABLE l: ROOF COVER OPTIONS Underlayment Asphalt Nail -On Tile Foam -On Tile Metal Wood Shakes Slate Shingles & Shingles Tri-Built Sand-R SA Shingle Underlayment yes No No No Yes Yes Tri-BuiltS/A HT TU Yes Underlayment Yes Yes See 5.5.1 Yes Yes Yes Tri-Built Smooth HT S/A Underlayment yes No No Yes Yes Yes 5.5.1 "Foam -On Tile" is limited to use of the following Approved tile adhesives / underlayment combinations. TABLE_3_A: ALLOWABLE TILE ADHESIVE / UNDERIAYMENT COMBINATIONS' _ Adhesive Florida Product Approval I Underlayments ICP Adhesives Polyset® AH-160 FL6332 Tri-Built S/A HT TU Underlayment Dow TIeBond'" FL22525 Tri-Built S/A HT TU Underlayment 5.6 Allowable Substrates: 5.6.1 Direct -Bond to Deck: Tri-Built Sand-R SA Shingle Underlayment, Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A Underlayment applied to: ➢ Plywood; ASTM D41 primed plywood; OSB; ASTM D41 primed OSB; Southern Yellow Pine; ASTM D41 primed Southern Yellow Pine; ASTM D41 primed structural concrete. While not required over plywood, OSB or Southern Yellow Pine substrates, TRI-BUILT Materials Group, LLC recommends priming the deck if the final roof cover is not slated for installation within 24 hours. Note: TRI-BUILT Materials Group, LLC requires tongue -and -groove board decking be covered with plywood or OSB prior to installation of the self -adhering underlayment. 5.6.2 Bond -to -Insulation: Tri-Built Sand-R SA Shingle Underlayment, Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A Underlayment applied to: ➢ Dens Deck Prime; SECUROCK Gypsum -Fiber Roof Board. For installation under mechanically attached prepared roof coverings, insulation shall be attached per minimum requirements of the prepared roof covering manufacturer's Product Approval. For installations under foam -on tile systems (Tri-Built S/A HT TU Underlayment only), insulation attachment shall be designed by a qualified design professional and installed based on testing of the insulation/underlayment system in accordance with FM 4474, Appendix D orTAS 114, Appendix J. r Refer to Tile Manufacturers or Adhesive Manufacturer's Florida Product Approval for Overturning Moment Resistance Performance. Exterior Research and Design, I.I.C. Evaluation Report A42960.10.12-116 certificate of Authorization#9503 6r"EDITION (2017)FBC NON-HVHZ EVALUATION F1.16048-116 TRI-BUILT Roof Underlayments; (800) 516-1485 Revision 6:09/25/2017 Page 3 of 6 VTRINITYIERD 5.6.3 Bond to Mechanically Attached Base Laver: Tri-Built Sand-R SA Shingle Underlayment, Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A Underlayment applied to: ➢ ASTM D226, Type I or II felt. For installations under mechanically attached prepared roof coverings, base layer shall be attached per minimum codified requirements. For installations under foam -on tile systems (Tri-Built S/A HT TU Underlayment only), base layer shall be attached per minimum requirements of FRSA/TRI April 2012 (04- 12). 5.6.4 Wind Resistance for Underlayment Systems in Foam -On Tile Applications: FRSA/TRI April 2012 (04-12) does not address wind uplift resistance of all underlayment systems beneath foam -on tile systems, where the underlayment forms part of the load -path. The following wind uplift limitations apply to direct -deck underlayment systems that are not addressed in FRSA/TRI April 2012 (04-22) and are used in foam -on tile applications. Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads, and reflects the ultimate passing pressure divided by 2 (the 2 to 1 margin of safety per FBC 1504.9 has already been applied). Refer to FRSA/TRI April 2012 (04-12), Appendix A, Table 3A or FBC 1609 for determination of design wind pressures. #1 Maximum Design Pressure =-45.0 osf: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: (Optional) ASTM D41 or RESISTO EXTERIOR PRIMER Underlayment: Tri-Built S/A HT TU Underlayment, self -adhered. #2 Maximum Design Pressure =-67.5 psf: Deck: Structural concrete to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: Soprema Elastocol 600c Underlayment: Tri-Built S/A HTTU Underlayment, self -adhered. #3 Maximum Design Pressure=-150.0 osf Deck: Min. 15/32-inch APA-rated BCX plywood (may be installed C-side up) to meet project requirements to satisfaction of Authority Having Jurisdiction. Deck Preparation: Plywood shall be thoroughly cleaned to remove dust and debris that may inhibit adhesion. All sheathing fasteners shall be driven flush with the surface. All sharp splinters and wood projections shall be removed/sanded. Primer: (Optional) RESISTO EXTERIOR PRIMER Underlayment: Tri-Built S/A HT TU Underlayment, self -adhered, shall be thoroughly roll using hand roller and/or weighted roller to ensure there are no voids, and ensure there are no voids/bridging at side and end -laps. #4 Maximum Design Pressure = -60.0 psf: Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Soprema Sopra-G or Modified Sopra-G mechanically attached with nails (FBC 1517.5.1) and tin caps (FBC 1517.5.2) spaced 6-inch o.c. at the 4-inch laps and 6-inch o.c. in three, equally spaced rows in the center of the sheet. Underlayment: Tri-Built S/A HT TU Underlayment, self -adhered. Exterior Research and Design, LLC. Evaluation Report A42960.10.12-R6 Certificate oJAuthori:ation #9503 6r" EDITION (2017) FBC NON-HVHZ EVALUATION FL16048-R6 TRI-BUILT Roof Underlayments; (800) 516-1485 Revision 6: 09/25/2017 Page 4 of 6 �I I RININ ERD 5.6.4.1 For mechanically attached Base Sheet, the maximum design pressure for the selected assembly shall meet or exceed that required under FRSA/TRI April 2012 (04-12), Appendix A, Table 3A. Alternatively, the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design pressure determined in accordance with FBC 1609. In this case, Zones 2 and 3 shall employ an attachment density designed by a qualified design professional to resist the elevated pressure criteria. Commonly used methods are ANSI/SPRI WD1, FM Loss Prevention Data Sheet 1-29 and Roofing Application Standard RAS 117. Assemblies marked with an asterisk* carry the limitations set forth in Section 2.2.10.1 of FM Loss Prevention Data Sheet 1-29 (January 2016) for Zone 2/3 enhancements. 5.7 Exposure Limitations: Tri-Built Sand-R SA Shingle Underlayment or Tri-Built Smooth HT S/A Underlayment shall not be left exposed for longer than 30-days after installation Tri-Built S/A HT TU Underlayment shall not be left exposed for longer than 180-days after installation. 5.8 Tile Slippage Limitations (TAS 103 per FRSA/TRI April 2012 (04-121): When loading roof tiles on the underlayment in direct -deck tile assemblies, the maximum roof slope shall be as follows. These slope limitations can only be exceeded by using battens during loading of the roof tiles. TABLE 2: TILE SLIPPAGE LIMITATIONS FOR DIRER -DECK TILE INSTALLATIONS Maximum Underlayment Tile Profile Staging Method Slope Flat Max. 10-tile stack 6:12 Lugged Max. 10-tile stack 5:12 Max. 30-tile stack (bottom 2-tile stack shall be inverted, followed by 8 tiles high 6:12 on slope, as shown below) Tri-Built S/A HT TU Underlayment _y- Lugged _ yy ,1 Exterior Research and Design, U.C. Evaluation Report A42960.10.12-R6 Certificate of Authorization #9503 C" EDITION (2017) FBC NON-HVHZ EVALUATION FL16048-RG TRI-BUILT Roof Underlayments; (800) 516-1485 Revision 6: 09/25/2017 Page 5 of 6 �I I KINIIY I ERD 6. INSTALLATION: 6.1 TRI-BUILT Roof Underlayments shall be installed in accordance with TRI-BUILT Materials Group, LLC published installation requirements subject to the Limitations set forth in Section 5 herein and the specifics noted below. 6.2 Re -fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly to remove any dust and debris prior to application, and prime the substrate (if applicable). 6.3 Tri-Built Sand-R SA Shingle Underlavment. Tri-Built S/A HT TU Underlavment or Tri-Built Smooth HT S/A Underlayment• 6.3.1 Shall be installed in compliance with the requirements for ASTM D1970 underlayment in FBC Table 1507.1.1 for the type of prepared roof covering to be installed. 6.3.2 Non -Tile applications: While priming is optional, TRI-BUILT Materials Group, LLC recommends priming the deck if the final roof cover is not slated for installation within 24 hours. Apply sheet parallel to the roof edge. Roll out approximately 10 ft of membrane and peel back the first 3 ft of release film. Adhere the exposed part to the substrate and unroll the remaining membrane as far as possible. Once the entire length of membrane is in place, peel -off the release film diagonally while holding the membrane tight. Firmly roll, broom or hand -press the membrane into place to achieve a bond. Horizontal seams should be minimum 3-inches, configured to shed water. Vertical seams should be 6- inches and staggered not less than 2-ft from vertical seams in the course below, sealed in accordance with TRI-BUILT Materials Group, LLC requirements. When installing at slopes above 8:12, TRI-BUILT Materials Group, LLC recommends back -nailing in the overlap area at the top of the sheet at 12-inch o.c. For Valleys and Ridges: Cut underlayment into 4 to 6 foot lengths. Peel the release paper and center sheet over valley or ridge. Drape and press sheet into place, working from the center of the valley or ridge in each direction. For valleys, apply the sheet starting at the lowest point and work upward. 6.3.3 Tile Applications (Tri-Built S/A HTTU Underlayment only): Reference is made to FRSA/TRI April 2012 (04-12) Installation Manual and Table 1 herein, using the instructions noted above as a guideline. For foam -on tile applications, reference is made to Section 5.6.4 herein for wind resistance limitations that fall outside the scope of FRSA/TRI April 2012 (04-12). Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the underlayment. See Table 2 herein, and TRI-BUILT Materials Group, LLC published requirements for tile staging. 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 8. MANUFACTURING PLANTS: Gulfport, MS 9. QUALITY ASSURANCE ENTITY: UL, LLC—QUA9625; (314) 578-3406; k.chancellor@us.ul.com END OF EVALUATION REPORT - Exterior Research and Design, I.I.C. Evaluation Report A42960.10.12-R6 Certificate of Authorization N9503 6rx EDITION (2017) FBC NON-HVHZ EVALUATION F1.16048-116 TRI-BUILT Roof Underlayments; (800) 516-1485 Revision 6: 09/25/2017 Page 6 of 6 plastpro 5200 W. CENTURY BLVD. 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CONCRM CONFORMING TO ACI WI OR HOLLOW BLOCK CONFORAIINGTOA MC90 CONCRETE F 1XX2-1/A'PFHEI000RRWCONCRTESCREW SIFFi G 3/Ix'%31/P PfH DW GDNGRETE$CREW STEEL H 1/A'X}lXPMELC0ORDWCONCRNESCREW SIF9 J I/SX33/f PfHELCOORBWCONCRMSCREW S1EEl K 09%b1Yl PMW00DSCREW STEEL L 610X2WPMWOODSCRP 11.ISMLV.EMBMMEN STEEL M NBY?PMWOODSCRM STEEL N I/fX15/PPFHELCOORBWCONCREIBSCREW SIEH 9 FORCESWEATHER$RPIENDURAI FOAM 8 COMPRPS910NWF MERSIRff GLON0EOISCHLIG FOAM 9 I'XlBLRTHINGE SIFH 10 09X1'PMWO0DSCREW 51EEL 11 09 X3XPFH WOODSCREW STEEL 0 HNGERJOINIEDPWEfRAME.IffAD6HWGEJAM85 WOOD 21 POLY FIBER JAMB COMP. 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Ibis NOA is being issued uudn the applicable mini and m ldms gu arnivg t& use of eonnsenion mmdals.'@c dac aamtuian mInaind bra been aviewed and earyted by MivmFDde Carty MR - ➢rduaCovbalSecdw m4 and in Mimi Dade Co.vty and dher ueu ahem awed by Na AuNwiry Having lriadiaia(AFU). 'Ibis NOA slug u,1&validaty) InnnvNaemtel&wrdean Mimi -Dade Carry nwv eComm) SedanM MImIDade Cmmd anNm Nn AFUMerrs dhm then Mimi e'rda .reumel falls pe lave W�s..—p ed maeri . read fora u M inN o purposes. If Nis paean or maid fins m pert W Ne ameptd mean, t&ead thausa o m imor dm axpmae afauch rating and Ne m. m R 'mmd'aleH mvote,mdiy,aeuaped Ne use of swk mduclormamsialwithiv the'vimhoducsn. nand remrvea the ripnt m rtvake tb& acmyuKq IP is v determined by MimnDede CmmH Padua Canb.l Sndion ena Nis prodvdwmaadd ❑Bibmatdlne Ise dcvied comply wi6kiuge.de Cndsad product is applaud m.ey lldi. nail by Inrn dniend m comply with Ne tlmidn Hulking Cade. immairgNeHiglt valocm Hrrimm une. DESCMMON:&r wMf-5500'PVC Single Dag P'Ivdmr-LMLL APPROVAL DO MENT: OraMuSWo. MI0.4H55 l fitkd'Singh, 1h gWndawInstallation - L V.shod, 1 Nmngb 13 of 13. date OL15115, with mviilrn B dated KW17, repmd by maofaeaae, signed and maleaby Andes, Lyn WIM RE, bearing the JLami-ilvls Cam tyP =Canuol Rwiebu vmp with the Noce of A.,Am,e..lwrand exlmn a date by Na Miami -Dade Comfy Padua C®sml Secdma. NIfgS11.E Ig ACE RAMC: forge and Smell Nt(vfle rmpm Rmim at LABELING: Bub ath a .H bras a pememnt label with Nq mwufmaets name or log., city, ate, a deVsedes, and f.g. iq evanna l,'Mimn Dade Comy pad. Cwtrol Appmvx . wdeas dh,mse acted berm. RE,LWV ofdds NOA shag 1w aosidud daa ramwd applicaim bsa Ines film and wan bu bean an nbmge in Ne applcabl. bdldi.g code mBat *sheeting the 'ff.. dU, pmducb TERND nONd6isNOAvillamnr theexpit. duemi[Naelmbeenamvisimmmerger in the mrenels, aX and/or nmnuNam ofNe paA nt m proem Misuse oftbu NON as an endarsement -fay pnwla,fn ales. Mvestising m any ae, na,pnes tlnll mauliolly to 'emNis NOA. Fdmc 1. campy wuh any seen...fells NOA an.R b muse formemivuian admmaml W`NOA. ADVERT NfENT: I NOA rmlxr pracdd by the wards Mismi-Dde Cary, Florida, ud followed by Ne orpinan date may & diryleyd m drettuwg /trans If oqv potSeo of t& NOA u diephged, Ne. it shag h.daely W rnrimry. LNSPEMONe A ropy or Nis emir NOA sbzV In worked to the mer by Ne nsaa waer or ib distributers and slta0 be aveReble fl inleaia m Neiob®ta d dm request ofOn Buildin, W.W. Ibis NOA sullen NOM 1"714.03 and amine of Nis page 1 and evdnmupages E-1 and E- , as well as appmveldaeu naamioed.MLY. Ile subsimd dmmemaVon ass reviewed by Mfmud Pam. PM /1///� NOA N. tTO " man�.t /JLL J EaPbet-Date: Je1,210,30)a b 1�7 Appmal Dale N.W,30,nl' t m FILE COPY INI PCT ladueMa.lneF NOTICE OF ACCEPTANCE: EVIDENCE SUBMTTFD A,. DRAWINGS 1. Manufacture's die drawings and seodom. (Submford undrrprzvlom NOA Na 154319.05) 2. DrawingNo. M3SBSSOO41l tided "Single Has, Window InsWIM an -LW, gaoo I through 13 of 13, dated 05115115, wire muisiun B doted ON0N17, prepaed by msnufactma, sfgacd and analed by Amhony Lyan M0la, Y.B. P. TPSIS 1. Ten eepnds oo:l)Urdform SfadpAirPreavwn Test LoediaH tAa PBC, TA5202-94 ainngwith marlud-uP drawings and iruuul on dlagean ofa PVC sliding glass done. a PVC fixed window and an oluminurn sliding glut dear, using: Ka&space 4SU TPS spacer aystcm, Dumlear aPnar systan, Sups Spa.a`NXr- spacer s)sreus and %I. Edia'sputa Valnn m janduted glass, psepmed by. Frn.,t,.d n Testing Liboramry, lac. Trot Reports No. FTL4717, FTLA968 and FRAM, deed 1YMS, 06107116end O6/W716raspMively,allsi,We waledby Ida1mis Nd P.E. (Subm/ttrQ render prrrfosu M4 No. 1"714.03) 2. Teslrc M..:t)Airlal6tmtion Testpa FBC,TAS202.94 2) Undano Static Air Prucs,ae Test 14adim per FBC TAS M2.94 dongwi d marked-, drawings and ion Tcs&& Labmt ofa series 5500 PVC se. hungwindow,Prepares14siperedonde bldabrs0Inc.,TatReport No. FT4796/, dyed IItt5/14, signed and sra(eibr ldalmis One¢a.PE 3. Tenmpons oa:f)Uaiform Static AUPresame Test, Loadingpa FBCTAS 202.94 2) Large MWilebvpant Test pee FBC, TAS 201-94 3) CyrUc Wind Pressure Loading per FBC. TAS 203-94 alongwilh marked-, drawings and insislladan diagram afo sain 5500 PVC single C. CALCULATIONS 1. Anchor verification c culmi. and stmcamal analysis, noroplyingwils FBC 5- Edition (2014). dated 05!15115 and OB29117, prepared by roanufananer, signed and sealed by MOmvy Lym btilltt, P.E. (Submirredundrr NOANn S 9.65 veau e.� e.aavacoatro ` __ NOAN 1 05 Reeinne. arm Jul, 30,2020 APPronIDHe: No ber30,2011 E.1 PGTIodantri l.a. r NOTCEOFACCEPFAN'CE: EVIDENCE SUBMIII O C. CALCLTATIOnjca.�xan 2. Glazingmmpliawith ABITf ED3 9 D. QUALITYASSL'RANCE 1. 6liami-.DadeD Partmalof]tegWatmy and Eamomic Etrsomeas(RRR} E. MATERIAL CERTIFICATEONS(rngmm'um) 1. Ned.afA..p!ane, No.16-1117.01 iss¢M to Knsnrgy America, Ina for drir "Troflf.M UlMclenr, Char and Color PVB Glass lnuslayers" dated 01119117, expiring o0 07108119. 2. Notice ofAccepter,aN..14.0916.11 Wand u Ktuar¢y Aearries, Inc. far their "Smteytiiu9(amr and Wbite) Glass lmerlayen" date10OM 5, wx firing an 071041I8. 3. Notice afAcenpurre N..1"732.03 Weed an ENERGI FenedbaYm Solutiam USA for tbdr"W tr Rigid PVC Erter[orErsrusious for Windawa aM Dmr3r dated G SA Q'17, cxpirbug on 022%11 S. 4. Notice ¢fAeerpteree No. 1"112.04 is ad m MERU FeneatmUw Mariana USA. Inc. for their Bromn and LigM"And. ofCep Canted White Rigid PVC Exterior Eatrnxiunr for Windows and Doon"dated 09/15116, expiring w 04/1620. 5. Notice ofAm-pimce Na. 16M12.05 issnml to ENERGI Fan.twtien Solutions USA, Ine. for dmir"Performa¢tt Care Rigid PVC Ezterior Eslruskm tar Windows and Doon" dared 09/I5.'i 6, expisi¢8 on 09!1620. F. STATE:VD:NTS 1. Statement le¢erofmaRatmanae, rnraplyiM,,ilh FBC 5^Eaidan(2014) and FBC 6m Edition(2017),dated Jmm22,2017,is bymmmfnco¢e,ri dandseaWby AouooY Lyon Miller, P.E. 2. SuhmeN letter oEao Finamial mutest, dated Jmre 23, 20I7, issnedby mavu(odma, • signedand sealed by A¢chmY Lymtblilla, P.E. 3. Pmposal usixd 6Y Pmdnct Cavtml, dated 6RCv74 atomised on 8l19/14, signed by 3dme Gasca a PE Snpervisoy Pmluct Control Secgoa (S¢0owl No.r1"US LNq JS-0SI9.O4J 0. Proposal Idt,C Chard, ued by the Product ConirolSation, loud Nmch OY, 2016, signedbydandChoate, P.E. (Sabmtaed wderpredoasNOANo. 1b-071403) G. OTHERS L NalieeofAten ranee N..16-0714.03, isxawd to PGT ltr&%ries, Inc. fortbdr Series "SSW' PVC shwpe Haq WiMoW- L.M.L appmved¢n08/18/16 and firing mt 078(t20. 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