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HomeMy WebLinkAboutProduct Approval (2) MIN.SEPARATION TO GLASS 1 j`'(SEE SCHEDULE $ MIN.SEPARATION or +F]1 T °y$ ON SHEET 133. i _ . CU55 `l'S (SEE SCHEDULE Or - N) F ON SHEET 13) W �. v� OPTIONAL RAIN GUNiO (NON-STRUCTURAL)ALu Y ALTERNATE 3 1/4'0 x I"TEK FINET'S3013"D.C. SCREW OR;/T4-28"AI• AT AFAR. 9. S.S.MS WITH NUT'ft 7 �' \ WASHER O 4'O.C. n. ', +n Sjt6"ALUM.POP RUMn� O 10`O.C.BOTH SIDES F EDGE OF SLAB �.. --""- i7RI ff.APPLICABLE EDGE OF SLAB ALTERNATE LEG dc� r1 QQ't Iact1DN c7 IF APPUCA13LE ANCHOR LOCATION (SEE NOTE•) n 2'x6*MIN.WOOD DECK,REQUIRED (NO FINISH ArLO»T•,OJ CONNECTION CE EDGEOF --" 2"MIN.E.O. APPLICABLE EDGE-, LAB of 2'MIN.E.D. APPLICABLE T SEE ULITATiOHS FOR ON SHEET` i ALT TRACK ADAPTER MOUNTING INSTALLATION _ - SECTION--7BW--(BOTTOM) -- --- - - -----_--'_-- — t MIN.ED. _ -- -1-'MIN.E.D. ff�2�� 2•x6`MIN,WOOD UNTING SECTIONS CAN,BE COMBINED DECK REQUiREB(NO FINISH ALLOWED) WAY TO SUIT ANY INSTALLATION. MIN. GLASS FLOOR MOUNTING INSTALLATION. PLAT'CONT.WOOD TG GLASS NOTES, PLATE REO'0. � (BEE SCHEDULE— S CHEDULE SECTION 7AW (BOTTOM) ON SHEET 13) 1- FOR WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO i BE HAVE A MIN. SPECIFIC DENSITY OF 0.46,OR EQUAL WAUL FINISH or T O�- (3)5/10'o LAAt ,Ep 2- SEE.�SECTIONS BW& 14W FOR MAX. A.S.D. DESIGN .W ` / I"x 4•x 1/B• ti SCREWS W/2 1!2'MINPRESSURE RATING&'SPANS /r I eO63-TB CONT. PffiETRATKON At� DT (27 OF RAFTER/TRUSSES o ' /"" �`"•\ ALUMINUM TUBE L EXVSRNG 2X WOOD 1/4"x4"(6'63=T6)FLATTRUSSES OR RAFTER 2x4"MAN.WOODPLATE W/1/4"0x7`TEN SPUDS O 16`D.C.AT 24"Q.C.MAX.BETWEE O 6`OC.IN 8xOR (6063-Si�LATPLATE W/1/46.at'TEK (2)1/4`0 TAPCON OR 1 4'i/CRETE-FLEX mom. SCREWS O 4`O.C.IN ANCNORS OR#14 NOS WOOD SCREWS OR1BETWEEN.TRUSSES EDGE(IF gFPUCABLE) NUSLAO SCREWS AT MIDWIDTH OF FA.STUD W/2 i/2'Min.THREADED PENETRATION INTO WOOD 1 A 1 1 •� f 1/4'0 x 3/4'TEK {2)NYLON `-I/4"M4%.PLYWOOD EXISTING SOFFIT SCREW OR Ij4'-20 x 3/4' t7 SS.BOLTS W/NUTS& ROLLERS- �- -^-816x3 5 S S.NS.W/1/2'0 x3/4'LONG .I t 1/4'0 x J/4 TEK WASHER O 6'D.C. 0.855"0(TYRJ 1 - NYLON BUSHINGS'CW..TOP)AND 1"LONG ;. .n (TYp.BOTTDM).EXCEPT AT�ROLLER HOUSING I T ( SCREW 6 6 0 C. /10 x 3'S.B.SM.S.W/ B '� ('YP) MOUNT TQ 7 WOOD STUDS MOUNTING INS'T'ALLATION 0.373•LONG NYLON BUSHING W/A 0.160' -) QM_ I p A .,..• SECTION 14W (BOOM) LONG TOP.SECTION 6.660 INSTALLATIONS DE.TA�'LS - , 0.163'x0.270' - O;D.AND.0.245"id:AND x,Q,OgO' �y `�r IIIA`''. MAX. A.S.D. DESIGN'PRESSURE RATING= +60.0, -60.0'PSF 0.223•LONG BOTTOM MIN.SEPARATION UL7RAFA8. INTO WOO Qy r• SECTION 0.320"O.M,MID TO GLASS + WEATHER T c°h --^y�•: CCpp!� a FLORIDA 801U}iNG CODE(Nigh & Non High Yst6city Nurricone Zone) 0246•t.4. (SEE SCHEDULE STRPiNNG'EA or 1 Q SCALE N.T.S. ••••1i L:LTS•,• (TYpJ ON sHEEr 13) SIDE DYP.) ( m2'17 wEw Inc TITANIt FOLDING IMPACT PROTECTIVE SYSTEM GRAMBHBY: NO.44167 - ', FOLDING SHMER CORP, GTj2D�,1 rr�� LL EC C>-IMC. DINE HEADER L TRUSS MOUNTINGINSTALLATION °D •. ��4r YRUT LEST N0 a ENGINEERING COMPANY WEST PA}AL 8EAC3IFL 333413 0 ;:, sass nx.36fA.sa,4a.353 waaxA cNmOlt n aai4r 7 7-082 SECTION $W MB f")AC L 0a.vllo.Yw:.(60aJ47 " PH:,Memo 6371 \, 1d .-mon.mlecoond.xom wM.IddinpxM1URAn.00m OM10N0 Ne MAX. A.S.D. DESIGN PRESSURE"'RATING+80.0, -60.0PSF •• ,• _ a0718r.P.E. •_;�P F OAIE FMOA UE,Y 44167 an w-m. ar M ,x. mvnw o.rt sxEEr iz'E 13 y. 4 r -- MAXIMUM WIND P�SSURE (osJ.) CONNECTION CAPACITY SGHEDUIF - CONNECTION CAPACITY SCHEDULE AND CORRESPONDING MAXIMUM. (MAX. ALLOWABLE REACTION TOP & BOTTOM LB/FT) (MAX. ALLOWABLE REACTION TOP & BOTTOM LB/FT) eT SPANS SCHEDULE. FOR MIN. EDGE DISTANCES SHOWN ON ANCHOR SCHEDULE FOR CONCRETE & CONCRETE BLOCK FOR SHORTER E.D. (2" FOR A. 2 1/2" FOR B & 2 1/4" FOR C ANCHORS) WIND MwuaM sins SPANS A MAIL AUowmUE THAN MIN. E.D.SHOWN ON ANCHOR SCHEDULE PRESSURE PGSTIIYE NEtAi1VE REACTa" CON. ANCHOR CONCRETE CONCRETE BLOCK STEEL WOOD (+/-) ATTR ANCHOR TYPE ANCHOR TYPE ANCHOR ANCHOR PAE=RE PRESSURE d eOnW TYPE SPACING TYPE' TYPE CONNECTION ANCHOR CONCRETE CONCRETE BLOCK 0.d 0.-0 TYPE SPACING ANCHOR TYPE ANCHOR TYPE 30.psf 144.0' 144" -1 BO Ib ft A B C A C E. A C F 60.0" 60' 88 Ib ft 9 425 LB/FT - 388 LB/FT 157 LB/FT 134 LB/FT 256 LB/Fi 397 LB/Fi A B C A I C 35 psf 100.0' 100' 146 lb k C1 6 473 LB/FT - 4.18 LEI/FT 236 LB/FT 202 LB/FT 383.LB/FT 432 LB/FT Cl 9 417 LB FT 388 LB FT - 134 LB FT' taa" taa' 210 Wit 12 387 LB Fi - 334 LB FT 166 LB FT 142 LB FT 271 LB FT 347 LB FT 6 461. LB/Ff - 418 LB/FT - 202 LB/Fr 60.0' 60" 100 Ib ft C2. g -456 LB FT - 362 LB Fi 166 LB FT 190 LB FT 318 LB/FT 380 LB/FT 12 375 LB/Ff- 334 LB/FT - 142 LB/Fi ao psf 1144" 144' 167 lb/ft 6 525 LB/FT - 419 LB/FT 312 LB/FT 285 LB/FT 353 LB/FT 443 LB/FT C2 9 417 LB/FT - 362 LB/FT - 190 LB/FT 0.0 144" 240 Ib k 6 502 LB FT - 419 LB/FT, - 285 LB/FT 60.0' 60.0" 115 Ib ft 9 390 LB/FT - 309'LB/FT 157 LB/FT 134 LB/FT 257 LB/FT 329 LB/F7 80.0' 80.0" 154 Ib ft C3. 6 496 LB/FT - 375 LB/FT 236'LB/FT 202 LB/FT 298.LB/Ff405 LB/FT 9 372 LB/FT - 309 LB/FT - 134 LB/FT 46 psf g7;0• 97.0' 187 lb/ft 3 813 LB/FT - 572 LB/FT 326 LB/FT. 304 LB/FT 4.18 LB/FT 631 LB/FT C3 6 469 LB/FT - 375 LB/FT - 202 LB/FT 115.0 115.0" 221 ID ft 9 466 LB/FT - 370 LB/FT 157 LB/FT 134 LB/FT 256 LB/FT 393.LB/FT 3 760 LB/FT - 572 LB/FT - 304 LB/FT 144" 144" 275 Ib/ft C4 6 592 LB/FT - 448 LB FT 236 LB/FT .202 LB/FT 357 LB/FT 483 LB/FT 9 445 LB/FT - 370 LB/FT - 134 LB/FT 60.0' 60.0" 125 Ih ft 3 972 LB FT - 682 L8 FT 389 LB/FT 364 LB/Ff 500 LB/FT 753 LB/FT C4 6 561 LB/FT - 448 LB/FT - 202 LB/FT 89.0' 89:0" 187 Ib ft 9 281 LB/FT - 224 LB/FT 81 LB/FT 83 LB/FT 143.LB/FT 903 LB FT 3 912 LB/FT - 682 LB/FT - 354 LB/FT 50 psf 100.0" 100.0" 20B Ib ft LB/ 9 226 LB/FT - 224 LB/FT - 83 LB/FL 120.0" 1ORO" 250 Ih it CS 6 421 LB/FT - 3 1'22 LB/FT 125 LB/FT 214 LB/FT 155 LB/FT 144" 140" 300 Ib k 3 843 LB/FT - 670 LB/FT 243 LB/FT 250 LB/FT 432 LB/FT 311 LB/Fi C5 6 339 LB/FT' - 334 LB/FT - 125 LB/FT - -60:0' 60:0" 138 Ib ft 9 273 LB/FT 325 LB/FT 2 . - - 138 LB/FT 102 LB/FT 3 681 LB FT - 670 LB/FT - 250. LB/FT 81.0" 81.0' 187 Ib 1t C6 6 410 LB/FT 487 LB/FT - - 207 LB/Fi 153 LB/Fi 9 .221 LB/FT 251 LB/FT 215 LB/Fi 55 psf 100.0 100.0' 229 Ib ft 3 822 LB/FT 975 LB/FTI 648 LB/FT - - 414 LB/FTI 307 LB/FT C6 6 332LB/FT 378 LB/FT 323 LB/FT - - 120.0' 120.0° 275 Ib k. 4 269 LB/FT 301 LB/FT 18 FT - - 114 LB 153 LB/FT 3 663.LB/FT 755-LB/FT 646 - 137" 134" 330 Ib k C7 3 358 LB FT 402 LB - _ 4 232 LB/FT 236 LB/FT 183 LB/FT 60.0' 60.0" 150 Ib to / LB/FT 244 LB/FF 152 LB/FT 204 LB/FT C7' 3 310 LB'FT 315 LB/FT 244 LB/FT 80.0" 80.0" 200 Ib ft 2 - - - - - - 305 LB/FT / - - 60 psf 100.0' 100.0' 25D lb/ft 12 491. LB/FT 596 LB/Fi 409 LB/FT - - 265 LB/FT 168 LB/FT 12 388 LB/FT 460LB/FT .409 LB/FT - 115.0" 115.0' 288 1b ft CB 8 736 LB/Fi 894 LB/FT 614 LB/FT - - 397 LB/FT 252 LB/FT C8 8 582 LB/FT 691 LB/FT 614 LB/FT - - 131' 128" 346 Ib ft 1 6 1 982 LB/FT 1.194 LB/FT,819 LB/FT - - 530 LB/FT 336 LB/FT 6 777 LB/FT 921 LB/FT 819719/FT - - 59.0 59.0" 1.60 Ib ft 65 psf 92.0' 92.0' 249 Ib/ft 100.0" 100.0' 271,Ib ft MIN, SEPARATION TO GLASS SCHEDULE ANCHORS SCHEDULE OSEE GENERAL NOTE C.2 ON SHEET 1 126' 123" 360 Ib ft 60.0" .60.0" 175 Ib ft' ANCHORS ANCHORS MIN. E.D. MIN. SPACING s 70f ..p 100.0" 100.0" 292 lb/ft SLAT TYPE' DESCRIPTION._. _. . _.__ ..._ , . .HIGH VELOCITY NON HIGH VELOCITY _CONC.C.BLOCK WOOD, .STEEL CONC. C.BLOCK WOOD:STEEL .... 121" 118" 374 Ib ft SPAN HURRICANE ZONE' HURRICANE ZONE A_ 59.0" 59.0" 187 lb/ft ZONE 1,2.3 ZONE 4 A 1/4"0 TAPCON W/ ADVANCED 3.50" 2.50" R N/A 4,00" 4.00" N/A N/A 75 psf 100.0" 100.0' 313 Ib ft 5'-10" THREADFORM TECHNOLOGY 117° 114" 387 Ib ft AS LESS 2 1/2 1" 2 5/8 / 3.50" 3.50" N/A N/A 3.00" .3.00" N/A N/A 80 sf 113' 111" 400 Ib k B 1/4" 0 z 3 4" SOLID SET 9D 100 psf 101' 99" 447 Ib ft >5'-10" 2 5/8" + 1" 2 3/4"+ 11 ps t TO 8'-3" C 1/4' 0 CRETE-FLEX 3.00 3.00" 9 N/A 3.00" 3.00" N/A N/A 120 psf 87" 82' 484 Ib ft >8'-3' E 1/4" 0 ITW-BUILDER N/A N/A N/A 1..00" N/A N/A N/A 2:00' 130 psf 80' 76' 463 Ib ft TO 12'-D" 3 1/2' 1" 3 5/8' TEK SCREWS 140 psf 74' 70' 484 Ib ft' $14 NDS .WOOD SCREWS OR 150 psf 69" 66' 483 Ib ft I,�rdAuiii .. F 1 4' NDS LAG SCREWS N/A N/A D N/A N/A N/A 2.00" N/A 160 psf 65' 62' 483 Ib ft A AS DEFINED BY ASTM•E-1996 STANDARD. I;•��� OHflIE51 + EXCEPT THAT 3 5/8' SHALL BE USED ...... FLORIDA BUILDING CODE'(High & Non High Velocity Hurricane Zone) L+:'MAXIMUM ALLOWABLE PRODUCT SPAN FOR'A FOR MOUNTINGS AS PER.SECTIONS 3, , ��•• � •'. 02017 TILTECO INC. TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM CRON BY: GIVEN POSITIVE XS.D.DESIGN PRESSURE RATING. 4; 4A 8c 7A. i M•L L-:MAX_ALLOWABLEPRODUCT SPAN FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE I L E C Q fey. FOLDING. SHUTTER CORP, DATE T RATING . FINAL MAXIMUM.ALLOWABLE PRODUCT SPAN IS �¢� TWT TESTINO h ENGINEERING COMPANY 7088.NEWSTREET PUCE EQUAL TO THE MINIMUM DETERMINED PRODUCT "�•'' �a!n j' ��i.�st_I��a,w arma�t.n allay WEST PALM RFIGx•FL 33 13 9 Ml (]x5011-1514 PN:te00-e43-.0371 17-082 5 -moa:tilt ac.Oaol.com t SPAN BETWEEN'L+ AND'L-. Q ` 1�.: 1 .vr danpenuttas.com GRAYING No •• wuTETa A n.p a4,Pt. o.n _ _ � I�GLTE ROPoDA.L'K 'MI67' an:tao�r a1ry/n a SNECr 13 Df 13