The URL can be used to link to this page

Home My WebLink AboutProduct Approval 12 II ID Y 8 / 6 - 5 4 3 2 1 JEFFREY C.F T,p . STORM CATCHER WIND ABATEMENT SCREEN SYSTEM GENERAL NOTES :P ala I. THE SYSTEM DESCRIBED HEREIN HAS BEEN DESIGNED AND TESTED IN ACCORDANCE WITH " FOR USE INSIDE AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE CODE.FOR USEIWITHNAND OUTSIDETHE HIGH VELOCITYH RIRICANEZONEPERASIM •Ola HE LORIDA CODE SIXTHBUILDING 19 FF' s E330,E 1996,E1886,AND M-D TAS 201,202.203 TESTING STANDARDS. - 2. THESE INSTALLATION INSTRUCTIONS ARE PART OF A PRODUCT APPROVAL EVALUATION AND SHALL ONLY BE USED IN CONJUNCTION WITH THE EVALUATION REPORT SUBMITTED - FOR THE SAME PRODUCT APPROVAL. 51 OF - STORM CATCHER THERMAL AND OPTICAL PROPERTIES SUMMARY 3. NO 33.1/3%INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS Y% O F It. � SYSTEM.WIND LOAD DURATION FACTOR Cd=1.6 HAS BEEN USED FOR WOOD ANCHOR I(5-T011h1 CATCHER SCREEN COLOR BLACK LYHITE GRAY ROW GROWN DESIGN. A ! 4. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR THE USE WITH THIS SYSTEM ''''' rrs�w�p�1111` G VLT•ULTRAVIOLET T 0131IISMRTANCC 0.11 0.18 0.17 0.14 0.07 /rrrA�J11 'uvr Lmm�waL[r uOur TRAMSIvmANa 0.17 0.14 0.12 DAG 0.07 I SHALL BE DETERMINED PER SEPERATE ENGINEERING IN ACCORDANCE WRIT THE �- G (SST-SOLAR SPECTRUM TRANSMITTANCE 0:u 0.30 0.16 0.IB 0.07 GOVERNING CODE.PRESSURE REQUIREMENTS SHALL BE LESS THAN OR EQUAL TO THE z VLR•VISUAL LIGHT REFLECTANCE 0.07 051. 0.76 0.441 0.22 POSITIVE OR NEGATIVE DESIGN PRESSURE CAPACITY VALUES LISTED HEREIN FOR ANY >'` ISSR-SOLAR SP ECTRUMREFIECTANCE 0.04 0.46 0.19 047 0.17 ASSEMBLY AS SHOWN. 15NGC-SDLAf111EA7GAIN CCFii1dFNT nAGEgmurnoN 0.17 0.7S 0'.1 7 _n i4 n32 ( 5. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED PRESSURES DIVIDED F i 781 67: 79% 741: SM BY L5 SAFETY FACTOR. SHGC PROPERTIES TESTED TO:NFRC 201-2010 USING INTERIM STANDARD TEST METHOD WIIII CAIORIMEIRY 6. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A N E T IIOT BOX METHODS AND UTILIZING CLEAR.INSULA TED GLASS. SPECIFIC SITE INSTALLATION.FOR SHE CONDITIONS DIFFERENT FROM THE CONDITIONS OPTICAL PROPERTIES TESTED TO: DETAILED HEREIN.A LICENSED ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SITE ? F ASIM E 972/ASIM E 1084/ASHRAE 74 /NFRC 202 SPECIFIC DOCUMENTS FOR USE IN CONJUNCTION WITH THIS DOCUMENT. (n F 7. THIS PRODUCT 0 CLASSIFIED AS NON-POROUS,HAVING A POROSITY OF LESS THAN Mr. �1■ TESTING UY:ARCI IIIECTURAL IESTIN G.INC...FRESNO.CA FOR THE CONDITIONS SHOWN IN THIS PRODUCT EVALUATION DOCUMENT,SCREEN WHAT IS SIIGC9 PANELS MUST COMPLETELY COVER AN OPENING IN ALL DIRECTIONS 10 MEET BUILDING ENVELOPE REQUIREMENTS. /` ^6 A SIMPLE WAY TO EXPLAIN SHGC IS IN TERMS OF A RATIO;WHERE I IS THE MAXIMUM AMOUNT OF SOLAR HEAT B. PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE EXISTING STRUCTURE TO WITHSTAND U GAIN THAT CAN COME THROUGH A WINDOW AND 0 I THE LEAST AMOUNT.AN SHGC OF 0.25 THEN MEANS THAIZ - _ 25%OF THE AVAILABLE SOLAR HEAT 15 COMING THROUGH THE WINDOW. SUPERIMPOSED LOADS. 9. MAXIMUM SPANS AND DESIGN PRESSURES: WHAT IS VLT? 9.1 SLIDE TRACK AND STRAP/BUCKLE:1.16FT SPAN=13OPSF DESIGN PRESSURE AND v ' • >16-26FT MAX.SPAN-60PSF DESIGN PRESSURE Lu !?E VLT MEASURES HOW MUCH LIGHT COMES THROUGH A PRODUCT.VLT IS EXPRESSED AS A NUMBER BETWEEN O 9.2 ROLL DOWN TRACKS:1-16FT SPAN=130PSF DESIGN PRESSURE AND>16.3OFT MAX. 13� - E AND 1.THE HIGHER THE VT NUMBER.THE HIGHER THE POTENTIAL FOR DAYLIGHTING. SPAN=6OPSF DESIGN PRESSURE I--• w w 9.3 GROMMETS:192"MAX.SPAN=60PSF DESIGN PRESSURE N '� 10. MAXIMUM ALLOWABLE DESIGN PRESSURE:SEE 9.1,9.2.&9.3 ABOVE. y LL S >2 EVALUATION BASED ON: 11. PANELS SHALL BE PERMANENTLY LABELED WITH MINIMUM OF ONE LABEL PER PANEL c p rc o REFER TO TABLES CONTAINING THE FOLLOWING MINIMUM INFORMATION: m _ FENESTRATION TESTING LABORATORY,INC. STORM SMART INDUSTRIES.INC. Z w FOR ALLOWABLE 61821DLEWILD STREET.FORT MYERS,FL.33966 1- z LAB.No. 8LAB.No. 7590 DESIGN PRESSURES FL PRODUCT APPROVAL NO. 1FL 1291 9 0 N � Z J D PROJECT No. 15-55-5 893 PROJECT No. 134387I OPENING NO.d Q FILE No. 13.890 12. HURRICANE FABRIC PANELS MAY BE MOUNTED VERTICALLY OR HORIZONTALLY AS ` LL i APPLICABLE.ALL SCREENS ARE ALLOWABLE FOR TWO OPPOSITE SIDE ATTACHMENTS WITH L LAB.No. 8440 LAB,No. 9695 NO DEFLECTION REQUIREMENTS UNLESS INSTALLED IN THE HVHZ.ZONE 4,MIAMI-DADE 0 PROJECT No. IS-SB92 PROJECT No. 17.7199 REGIONS THEN DEFLECTION VALUES ARE ENFORCED.SEE DEFLECTION TABLE FOR SPECIFIC BUCKLE SPECIFICATIONS: DEFLECTION VALUES. LAB.No. 13.4 LAOB.ECo. 9818 13. EXCEPT AS EXPRESSLY PROVIDED HEREIN,NO ADDITIONAL CERTIFICATIONS OR � U PROJECT No. 13.4387 PROJECT No. I7-7449 PATTERN:SPIKE TEETH GRIP AFFIRMATIONS ARE INTENDED. O FILE No. 13.890 WIDTH/DIAMETER:2.5+/-0.10" 14. ALL ALUMINUM EXTRUSIONS SHALL BE 6063.16.U.N.O. F THICKNESS:0.050"+/-0.010' � C LAB.No. 6026 LAB.No. 9934 MATERIAL:ACETAL HURRICANE BARRIER PROJECT No. 09.1664 PROJECT No. 17.7543POITPROP7LENE MONOFIIAMENI MOVEN INTO p. FILE No, 09.665 RAST:EI WEAVE DESIGN: Lou $ BLACK.WI OTE.BROWN IRIK E TANI, I- e� 2�dW BONEIWHI&TAN.GRAT BLK&WH11 LAB.EC. 97.7 LRB.No.EC 4835 STRAP SPECIFICATIONS: Q = o z PROJECT No. 17.7543 PROJECT No. 17.7449 TYPICAL ROLL p Ea O p PATTERN:X100-1000 MECHANICAL PROPERTIES TEST METHOD UNIT VALUE _ x @tom IAB.No. 9742 LAB.No. 9765 r4D CD c g WIDTH/DIAMETER;1.375-+/-0.063" GRAB TENSILE STRENGTH ASTMD4632 LBS I 500 550 p m PROJECT No. 17.7199 PROJECT No, 17.7449 THICKNESS:0.050'+- Q 3 W /0.010" TRAPEZOID TEAR STRENGTH ASTM 041533 LBS I 200 250 B IAB.No. 9833 LAB.No. 4647 AVERAGE BREAK STRENGTH:6000 LBS MULLEN BURST ASTM 03786 PSI 750 Nz Nz 3`mB MATERIAL:POLYESTER PUNCTURE STRENGTH C ASTMDA833 LES 20.7 PROJECT No. 17.7543 PROJECT NU. 17.7199 AIR FLOW I ASTM 0737 CFM 1 175 o `p PERCE14T OPEN AREA COE-02215 $ 1 5 ` x x IAB.NO. 10348 LAB.No. 10347 UV RESISTANCE IQUVI ASTM GIS4 N 70 o W 5 PROJECT No. IP B-8274 ROJECT No. 18.8274 SEWING. 'Perc4m Open Wrap iSnMARv. Cow HETI(HURRICANE ENGINEERING&TESTING,INC.) T138 POLYESTER THREAD(FOR ALL SPANSAT^+/-13OPSF) PHYSICAL PROPERTIES I TEST METHOD UNIT TYPICAL VALUE 'Q REPORT NO.174301,174302.174303.174304,&174305 2400/2640 PTFE THREAD IFOR'SPANS UP TO Ib'&+/-13OPSF) A GENERIC OR EQUIVALENT:SEE STITCHING DETAILS ON SHEET 2. WEIGHT I ASTM D5261 O7/YD? 9.7 THICKNESS I ASTM 05199 NAL 21 � A CONSTRUCTION EPI/PPI 6OX 63 FIBER CONTENT too-PP 12 11 10 9 8 / 6 5 4 3 2 1 12 II IU 9 8 % 6 5 4 3 2 1 JEFFREY C.Ff)�4.N�1 plf.l H APPROVED EDGES STITCHING - DETAILS STANDARD HEM: LASER CUT EDGE _ 0. 0974 _- SPAN DIRECTION•SCALE:N.I.S. PANEL .A;I q e-OF ATJ.INIMUMOF3R0\YS OF STITCHIIJG IS REQUIRED ,_,0.33A"NYLON CORDING OR FOR SPA101 RECTION EDGES, 7.5MM PVC CORDING GNYLON LUFT TAPE SPAN DIRECTION EDGE:NO HEM DISTANCE'BETWEEN ROWS OF / STITCHING FABRIC /gll "I^IIT,G SIITCTIING MAY VARY.STITCH PATTERNS � T PANEL HEM 'J�+, DISPLAY REQUIRED NUMBER OF STITCH t BI•FOLD WELD ROWS SHOWN.MINIMUM I I --- /—PANEL SPAN DIRECTION HEM:2 ROWS OF STITCHING �' u �eJ F 7'PANEL HEM BI-FOLD WELD PANEL _ •-❑ F 01-FOLD W/DOUBLE STITCHING Uas Z x I _ _ STRUCTURAL HEMS W E _�;NYLON CORDING OR F E ` 7.5MM PVC CORDING —STRAP.LOOP.BUCKLE STRAP I � w Zi /^ = NYLON LUFT TAPE ! LL 3 1/2"LOOP HEM / PANEL H FABRIC 1.5071.5071.500" z O t2 1 y LL LU Io _ _ x �I_ 0.250' O.J7SI�1 `�-STITCHING I Q < z O D T WIDE SEAT BELT Q © CI D WEBBING LOOP :E v 3 __�_Z'LOOP HEM FIXED STRAPAOOP N w I.D.03 GROMMET i— / Z'LOOP HEM V, 1.25" r--PANEL ) PANEL ��' PANEL U \—STITCHING ALTERNATE FIXED STRAP/LOOP i N c SECTIONAL DETAIL FIXED STRAP/LOOP DETAIL C M ttCTBRAL ATIACHMTNI FOR IOOP: FOR I OPTIONAL HEM (71 RQIv5SIRCNYIGA DX S111CII 13)ROWS nT1ING&BiSIUCIALOOP. w IJI 1.'OWS SIIICIIRIGLBOK SIIICH r. r STRAP.LOOP. o o T—PANEL [ OR rc i s 1.500' FABRIC / I' 31 7'STRAP HEM /rLUFT TAPE z o N o — B / F = ts J= , STITCHING ` J V �_ z m B 2"BI-FOLD z OR EQUAL o W 3 1/7'BUCKLE HEM LL 3 1!7'STRAP HEM /STRAP Q o jj Cie „AR Lit 7I p vi '4 —PANEL I 7'BI•FOLD A STRUCTURAL ATTACHMENT FOR STRAP d BUCKLE: OR EQUAL 13)ROWS STITCHING MIN.8 BOX STITCH V EACH HEM 12 11 10 9 8 / 6 5 4 3 2 1 12 11 10 9 8 7 6 5 4 3 2 JEFFREY C..FR 7,P.E. R RESULTANT LOAD(PLF) H TABLE I PARALLEL TO WIND LOAD 6 974 S a n DESIGN PRESSURE(PSF) E OF 74 Fin) ----wo—1 -0- --- 7-5 12 30 40 50 1 60 70 90 100 1 130 R n 0 42 480 1 336 1 99al 1 226 1 149 187 278 298 0 1 408 480--- 48 115 =6 �4' 31 49q F-542 54 1 125 1 168 21, 2 336 374 4718 G 60 139 -1 233 1 j50 370 418 461 1 509 557 1 600 66 154 I 206 254 G 78 346 10 187 1 �9& 1 �62 610 662 307 384 408 461 1 446 499 tj 667 720 72 168 226 278 336 389 418 422 600 1-662 720 782 18 1 240 302 360 30 542 1 78 2 0 840 197 1 259 326 389 456 485 518 1 5 648 1 71 84 763 830 898 90 211 1 278 350 418 485 518 557 1 624 691 1 811 883 960 96 226 1 298 370 446 518 557 590 1 '667 1 739 01. 0 - To- 317 3Y4 470 552 590 629 i E706 782 1 864 941 1018 2 235 1 tfr.- F 1075 F - 250 1 336 418 4 624 667 749 0 1 912 994 - 95' 1 0 8 0 1046 1138 658 7 1 1 787 874 1 96 114 264 1 350 442 528 8 7T9—! 830 2 1195.. 278 ::I:=:3?- 3 1 1013 1 IU4 2=1 461 557 645 691 =3 0 293 1 38Y 1 4d.� 5RI 6 773 1 869 1 1061 1157 1253 13 22 8 11 1 ?9?6 d 1 9 1 14 1210 10 z 132 307 408 1 509 610 710 763 811 1 912 1013 1267 1 533 6JU 744 197 1 850 955 1036 1 11162 1373 138 322 427 1 — --- 4 1 1214 1325 1430 t/) 144 336 446 1 7 667 773 I-J-8-30 �j 13 1 994 110 — 461 1 5/6 6y 1 806 1 864 [��l 1493 LU 156 —350 922 1 uJ/ — w E 360 898 —1 4 QVQ �00 840 lulb I 1119 315 1 55 0 F- 56 !AM E - 162 374 499 624 749 874 66 994 1 1118 1 1243 1 1363 1488 1613 1 W 518 648 778 902 97 1 1032 1162 1 1286 1 1416 1546 1670 - ]68 389 — 9 2— 1334 1 69 1598 1733 180 I I T- 538 1 672 1 Z ja 4 802 V0 1 1200 186 4 - 403 Y70 1037 1 1104 1 1243 1382 1 1517 1656 1790 418 557 1 -A9-1 830 709 1853 I 715 8 1142 1 1286 1 14,40 Iblu IVV6 -432 571 U 192 1 446 1 by I /dy 888 1-02 1p/ 1 1 1474 1 W 0 610 1 763 1104 < - D 1 461 9 D 204 4/0 629 757 941 :s =-2'01 5 06 970 V) ffi 216 1 IN 1 U7 830 998 222 1 514 682 1 854 1022 '5 Ty=PERPENDICULAR LOADS T=SCREEN TENSION < (EITHER DIRECTION) 228 701 878 1051 w 234 898 80 0 240 557 .1 1 922 1104 F- 246 1 566 75" 946 1133 V) C 25 1 581 778--� 970 162 c 255 1 11-yo 792 1 994 190 1 w - .�1'!8 264 Alo 811 1 1013 1 1214 1 C �1 '`" Tx=PARALLEL LOADS F2 4 3 0 24 246 252 258 264 270 624 630 1037 243 1 276 638 850 1 061 1272 2B2 I Wi 869 1085 1301 288 667 888 1104- 1325 �3.;a 244 677 -f-28 1354— n w. B 344 691 922 152 1382 EXISTING STRUCTURE �2 Z. B 70-6 941 176 1411 1435 LOADS ON 312 720 Y6U 200 SIDE,SLIDE.GROMMET. STRAP INSTALLATIONS 734 y 1219 464 s 318 79 1'�E 324 749 998 243 1493 RM 334 763 10-13 1267 1522 NOTE:SIDE RAIL SECTION SHOWN.SLIDE TRACK.GROMMET.AND 1.2 336 778 1. STRAP SCREEN LOADS APPLIED ALONG ANCHOR LINL Q M 342 /ts/ 1051 1315 1574 348 802 1070 1334 1603 A A ,ZX816 logo 1358 1627 360 83U 1104 1382 1656 3 12 11 10 9 8 7 6 5 4 12 11 10 9 8 7 6 5 4 3 2 1 JEFFR QIFP_2_A�l}P E. " TABLE 2 RESULTANT LOAD(PLF * ' 1�� 9'• 2. PERPENDICULAR TO WIND LOAD 74N . �•.:o o.s qtr-.:u;'* _ Span DESIGN PRESSURE(PSF) ? )F (in) I a". 0 30 40 I 50 60 I 70 75 I 80 I 90 I 100 710 120 130 -' S •�.••'� \`��°` __ 48 24 32 48 56 64 72 80 88 104 112 128 136 G 54 -- —24 32 48 56 64 72 80 88 104 112 128 136 it'll X01 G 60 I 24 40 48 56 64 72 I 80 88 104 112 128 144 �� 66 24 40 1 48 56 64 72 1 80 88 104 112 128 144 >. 72 24 82 _ 48 56 64 72 _I 80 _ 88 104 112__ 136 168 -fa—I 32 40 56 64 80 88 1 96 + 112 128' 144 168 200 se 84 1 40 60 80 100 120 130 140 170 190" 220 250 300 '= 90 SD 60 1 90 1 110 130 150 1 160 190 230 260 1 300 340 u_'m 96 50 _ 70 90 120 150 170 j 180 220 260 300__ 340 390 102 1 50 80 130 170 190 210 250 - 290 340 390 430 01. F 108 60 80 110100150 190 210 1 230 270 320 380 430 480 dme F 174 1 60 90 120 1 160 200 230 1 250 300 360 41.0 480 520 120 1 70 100 130 1 170 220 240 1 270 330 390 450 520 570 126 1 70 100 140 1 190 240 260 _ 1 290 350 I 420 490 570 610 U 132 70 110 150 1 200 250 280 1 310 380 450 530 610 660 Z § ---138 1 80 120 160 210 260 290 320 390 460 540 630 680 — m 1441 80 120 160 220 270 300 330 400 480 560 640 700 N 150 1 90 130 170 220 280 310 340 410 490 570 660 720 Lu E 156 90 130 180 230 290 320 1 350 430 500 590 670 740 w - E 90__.__ 140 _ 180 240 300 330 360 440 520 600 690 __770 1- 0 u W 168 100 140 190 250. 310 340 380 450 530 610 710 790 — m z 174 100 150 200 250 320 350 1 390 460 540 630 720 810 N y 25 180 100 150 200 .260 330 360 1 400 470 550 640 740 830 w z s 186 110 160 210 330 370 410 480 570 660 750 850 Z W F a W 192 110 160 1 220 280 340 380 420, 440 580 670 840 1010 F— ;m z 198 120 170 1 230 w ° z D 204. _120 _ 180 240 _ 30D Q Z D 210 130 180 250 310 3 276 140 190 1 260 330 Uj ffi 222 1 140 200 1 270 340 F 22B' 150 210 1 280 350 TY=PERPENDICULAR LOADS T=SCREEN TENSION 234 150 220 290 290 370 (EITHER DIRECTION) 240 1 160 220 1 300 .380 , �� Q 246 1 160 230 310 390 F- C 252 1 170 240 320 400 -__\ C 258 180 250 330 420 264 180 260 340 430 I -� Tx=PARALLEL LOADS N f w 270 1 190 260 1 350 440 A-o W 276 1 190 1 270 1 360 _ 460 L. o LL o 282 1 200 280 1 370 470 O 9 288 200 290 380 480 0 294 210 I 300 390 490 0 o 300 220 ._ 300 400 510 '� i g 8 306 220 310 410 520 LOADS ON EXISTING STRUCTURE =o 318 230 330 430 540 W o B 312 230 320 420 530 SIDE.SLIDE.GROMMET.&STRAP INSTALLATIONS a a 324 240 340 1 440, 560 330 240 340 450 570 NOTE:SIDE RAIL SECTION SHOWN.SLIDE TRACK,GROMMET.AND 336 1 250 350 460 580 STRAP SCREEN LOADS APPLIED ALONG ANCHOR LINE. ck� v5 Go f _ 342 260 360 470 600 348 260 370 480 610 A' 354 - 270 .380 490 620 A 360 1 270 380 500 1 630 12 11 10 9 8 7 6 5 4 3 2 1 12 I! to Y 8 7 6 5 4 3 2 t JEFFREY �NIU74 FRFrpl`' TABLE 3 - - MINIMUMSEPERATIONFROM GLASS finches) �� H ADD i"FOR MIAMI-DADE HVHZ : r- Span f DESIGN PRESSURE(PSF) �•; 30 40 ! s0 60 70 7s $0 i 90 la0 ]10 120 130 ! ', 1,• G\ 48 3.0 3.1 3.3 3.4 3.5 _ 3.5 3.6 1 3.7 3.8 _ 3.9 4.0 1 4.1 54 3.0 3.l 3.2 3.3 3.5 (~ 3.5 3.6 3.7 3.8 3.4 4.0 4.1 I G 60 3A 3.1 3.3 3.4 3.5 I 3.5 3.6 3.7 3.8 3.9 4.0 4.i ti G 66 3.0 3.1 3.3 3.4 3.5 I 3.5 3.6 3.7 3.8 3.Y 4.1 4.2 72 3.0 3.1 3.3 3.4 3.5 3_6_� 3.6 I _ 3.7 3.9 A.0 4.4 4.8 1 3 z 78 l 3.4 3.6 3.9 4.1 4.3 -- 4.4 4.5 1 4.7 4.9 5.1 5.3 6.0 1 4 ! 84 3.9 1 4.2 4.5 4.7 5.0 5.2 5.3 I 5.6 5.9 6.2 b.5 +=M1+ 90 4.3 4.7 5.1 5.4 5.8 6.0 6.2 1 6.6 7.0 7.4 7.7 8.2 �^ W_r 96 4.7I 5.2 5.7 6.1 6.6 1 6.8 7.1 1 7.5 8.0 8.5 9.0 9.3 i [,, Sg,7 --102 5.1 1 5.7 6.3 6.8 7.4 7.7 7.9 1 8.5 9.1 0. 4.6 10.2 10.5 a F F 10$ 5.6 1 6.2 b.9 7.5 8.1 8.5 8.8 I 9.4 10.1 10.7 11.4 11.6 j 174_^i 6.0 _ bel 7.5 8.2 _8.9 I 9.3 9.7 I 10.4 11.1 11.9 12.6 12.7 120 b.4 _7.2' 8.1 8.9 9.7 10.1 T 10.5 11.3 12.2 13.0 13.8 13.8 126 6.8 77 8.7 9.6 10.5 10.4 11.4 12.3 132 14.1 15.0 15:0 U a° ( 132 _ 7.3 8.3 I 9.3 10.3 11.3 11.8 12.3 I 13.3 14.3 15.3 16.3 16.1 ( I Z 1 13&� 7.7 _8.7 9.7 _-_- 10-7_ I_ 11.7 _12.2 12.7 __ 13.7 ! 14.7 15.7 __16.7 _ 16.6 144 8.1 9.1 1 10.1 11.1 12.1 12.6 13.1 14.1 15:1 16.1 77.1 v 17.1 W N 150 8.5 9.5 1 10.5 11.5 1 12.5 13.0 13.5 1 14.5 1 15.5 16.5 17.5 17.7 _ E 156 8.9 9.9 10.9 11.9 __ 12.9 13.4 13.9 14.9 15.9 16.9 17.9 18.2 { pC � E 162 9.3 10.3 11.3 12.3 13.3 13.8 14.3 15.3 16.3 17.3 18.3 18.7 ( t- w 168 I 9.7 10.7 11.7 12.7 13.7 14.2 14.7 1 15.7 16.7 17.7 18.7 19.3 _ R 17 4 l 10.1 11.! 12.1 13.1 1 l 4.1 14.6 15.1 16.1 17.1 18.1 19.1 19.8 m . a � LL _ 780 _ id.5 ___I 16.9 12.5 13.5 1 1d.5 15.0 iS.S 16.5 17S 18.5 1 19.5_ 20.3 z ° 186 10.9 11.9_-- 12:9 13.9 14:9 15.4 15.9 16.9 I 17.9 18.9 19.9 20.9 ? m a ' 19211.3 1 12.3 13.3 14.3 12.9 13.9 14.9 15.3 15.8 16.3 17.3 1 18.3 T9.3 I 22.2 24.9 r5 � amo 1{.9 n2 198 4 o Z D D I 204 _ 12.5 13.5 _ 14.6 15.6 _ w 210 13.1 14.1 15.2 vy 16.3 216 13.7 i 14.8 15.9 17.0 1 V) 222 14.3 15.4 16.5 17.6 228 ^14.9 16.0 17.2 1 18.3 1 xu 234 15.5 I 16.7 _ 17.8 1Y.0 NOTE:INSTALLATIONS NOTE:INSTALLATIONS 1 240 16.1 17.3 18.5 T 9.7 1 OUTSIDE OF THE HVHZ THAT OUTSIDE OF THE HVHZ THAT Q a 246 16.7 17.9 19.1 20.4 ARE NOT WIND ZONE 4 OR ARE NOT WIND ZONE 4 OR i G�nRNG- ESSENTIAL FACILITIES DO ESSENTIAL FACILITIES p0 1 252 17.3 18.6 19.8 21.0 C C 258 17.9 19.2 20.5 21.7 1 NOT REQUIRE SEPARATION SCREEN NOT REQUIRE SEPARATION o 264 18.5 19.8 21.1 22.4 FROM GLAZING. FROM GLAZING. K F o W 270 19.1 20.5 21.8 23.1 I 276 19.8 21.1 22.4 23.8___1 DEFLECTION MUST BE s' o 282 20.4 21.7 23.1 _ 24.4 I DEFLECTION MUST BE 3 0 28$ 21.0 22.3 23.7 25.1 MEASURED AT PANEL o w MID-SPAN.SEE TABLE MEASURED AT PANEL c 294 21.6 23.0 24.4 25.8 `MID-SPAN.SEE TABLE u 300 22.2 23.6 25.0 26.5 I ABOVE FOR MINIMUM " w ABOVE FOR MINIMUM w SEPARATION FROM GLAZING. C.) i'6 B 8 1 346 1 22.8 24.2 25.7 27.1 SEPARATION FROM GLAZING. ��E_ 31223.4 24.9 26.3 27.8 3T8 24.0 _ 25.5 27.0 28.5 scREE++ o o 1 .324 24.6 26.1 27.7 29.2 z W a t 330 25.2 26.8 i 28.3 29.9 DEFLECTION DIAGRAM DEFLECTION DIAGRAM o p o?a 1 336 25.8 27.4 I 29.0 30.5 342 26.4 28.0 29.6 31:2 348 27.0 28.7 I 30.3 31.9 A A 354 27.6 1 29.3 1 30.9 32.6 360 28.3 1 29.9 I 31.6 33.3 12 I I 10 Y 8 1 6 5 4 3 2 I 12 I I 10 y 8 7 6 5 4 3 2 1 JEFFREY C. RV q 'TO IV H 62) IjIrO ALUM,POP RIVETS IIYP) GEAR r,,E OR 609 ALUMINUM HOOD BACK MOTOR BRACKET ;4 ROIL FOR.LmnAII1M. OPENTRY %> x U DE SIDE RAIL T 7,1 Id'ANGII,ATIACIRU A124-O.C.MAX.. X p X Z GEAR OR TUBULAR MOTOR ITT, G Y, 118'11 ALUM,1101 111111,11F, DF WECAP t) STEEL r ALUMINUM BOX COVER STYLES "X 7,/ A'UM.'UE'__ _p� L�0 2 E - FQt 60 OR 70,- :p.2� IIFAkMG PLATE OR IDLERSUPPORT SMIC)'Ro 0, Y_'>♦�X. l:x�>;Xx><' UPTO WO LOS SCREEN WEIGHT WITH: x 4-1014SIDE PLATE 315/WTAPCONOR a X, L410x3I4-IfKSj!YPI 3)1/400'SMS > Y TOP ENTRY ALUMWUMHOODFRONU X>'x F RAIL GUIDE SIDP RAIL POLL FORM.040'ALUM. F SCREEN -10.3/4"lErSIIYPI UP TO 350 LBS SCREEN WEIGHT WITH:X i4 5/16'0 TAPCONS OR BOTIOMIUR z > m PASHC TRACK Gu.Dr 260*MAX.SPAN WIDIN I w ROLL-UP SCREEN SINGLE PANEL-ELEVATION ROLL-UP COMPONENTS AND END CAP-ASSEMBLY DETAIL E TYPICAL SINGIf SPAN III TO 21'.0'INSTAL LARCH N.I.S. RCLL-UP SCREEN INSTALLATION-N.T.S. UP 10200 w LOS SCREEN WEIGHT WITH: IV-) 5/16. TAPCONSOR Q,' Ed ITT 6 < 0 N 'Z D MOUNTING BRACKET SHAPES < go D �x Y"x v ROIL-UPSCREIN INSTALLATIONS-N.I.S. cf) X; x < BUILD-04 OR BLUID-01.11 EXISTING STRUCTURE V) x x c c .X. N SEEB cjETrASTEIJEPSO,EDULEIIfr SEE VACEn FASILIERSCHEDULE SH-SfOifASIErjE-SUEAIOOUMI.17f� B N4 ............. ---------------- x .-------- ------------------------- u ----------- E ------------- (SEE DETAIL THIS SHEET) z 20� 11.11115 SHEEII ISEE DETAIL INS SHEET) L ROLL-UP SCREEN MULTIPLE UNIT-ELEVATION ..TINTING BRACKET MOUNTING BRACKET --A MOUNIFINC;BRACKET APFROV[D INIERMIDULTI,MULLION REQUIREDTOR NSTALLAT ION-N.I.S. MOUNTING BRACKET INSTALLATION A ROLL-UP SCREEN-N.15. A 6 12 II 10 Y 8 6 5 4 3 2 1 12 II IU Y 8 7 6 5 4 3 2 1 INSTATE THE APPROPRIATE ANCHORS TO THE GIVEN JEFFREY C.FRIANT.P.E. SU9NRAIEn'7d'O.C•IIYI•.1.HEAD BOX ANCHORS Ta 2'a I/D- INSIALI APPROPRIATE ANCHORS I/4'0 SCLF•IAPPWG IrPEI MIT ARE NOT REOWRED FOR StRUC1URAL SUPPORT OF—, AS NEEDED 10 PREVENT I LOUSING —SMS 3'FROM EACI I END CONEINUDUS r IUOE BU4POUI HEADER AND 2d'O.C.IIYP1 'T SYSIFM AND THEREFORE DO NOT FOIIOABLESCHEDULE I MUMINUMAIJGLE rFROMSAGG'NG. — FABRIC ATTACHED PER •� 'IJ''r, I{ IAOIC SCILCDUIE. •L i SEE SHEETSFOR LURE OI•I'ONS MANUFACIURERS t. ' 7a7'a Ila'CONRNUOUS SPECIFICATIONS. .•� G r�� <'r'A'� .10 ' r ��ALUMINUM ANGLE --�' 0.60974 •T," SUITABLE SUBSTRATES ;/ •• •,�., '1 Ys. JN o e:.�*7.[..e.l INCLUDE CONCRETE. �'O•e 's CONCRETE F4lCD CMU, INSTAIL THE 0.. `\••�� GRA Fit IEOBLOCK. //// %/i APPROPRIAIO G TE .••' ALUMINUM Si[[l. / '/ ANCHORS IIIE I ^if1n,• \ IIOLIOw BLOCK. AND WOOD. GIVESUBSTRAIE PER� IL�3 F711( THE ANCHOR TAXIES. a11a� FABRICAIIACHEDPER I y IN•NUFaC1URER'S %� / i J IIOUSWGSUE VARIES WITH k011 SI'ECOICAl10N5. / / i' DIAAIEIFR.ROLLING MECSUNSM V SUITABLE SUBSTRATES MAY ALSO BE HIDDEN OR y., NCIUOE CONCRETE. % I MOUNTED IN EAVE OR SOFFIT CONCREi2 f41F0 CMII, L`7�„ GROUINLLEDDL51E. Y z' ALUMW111 BIG L. llplAND BlOC1:. F //�� % r AND WOOD. d i X F ��—smtTRncK rwnF La^.n1KIN HOUSING SIZE VARIES WITH ROLL DIAMETER.ROLUNGMECHANISM, A I v .MAY ALSO BE HIDDEN OR / �j/ Z j _- -SIDE TRACK GUIDE I OCATICH MOUNTED Rd EAVE OR SOFFIT — x ROLI•UP FABRIC OR SCREEN j / �,� j• //1 _SIDE RAIL ATTACHED PER �W 1 / ��///�• .3'a3'Y I/fl-AlIN3.IIYPI�%�// APPROPRIATE ANCHOR TABLE. E �l / P ROLL•USCREENx E VERTICAL]'r IVARYWG DEPTH)BUILD OUT F W I/d'O SELF-TAPPING / FASTENED PER ANCHORSCHEDULE.OFFSET V) w .l'/�'.f/% , ._SLOE RAIL ATTACHED PER SMS 171 PER TEG IIYIq—"� �/ / flUBD-0UI ANCHOR LOCATIONS J'IO AIIOYJ d' yam, O SUITABLE SUBSTRATES / / APPROPRIATE ANCHOR InBtF. STOP R BOTTOM / v SIDE RAIL TO BE MOUNTED PER SHE H 8 H INCLUDE CONCRETE. / / PUBDLHEDnNClIOR SCHEDUIL D CONCRETE FILLED CMU. od m _ GROUT FILLED BLOCK.—/ // �• {] 3 Y P W all AIUMWUM;SIEEL. / //' r'' : ROLI•UP SCREEN BOTTOM BAR � P m O IIDIIOW BLOCK. / �/ WITH OPTIONAL SEAL WSERI. Z AND WOOD. j/ / ��SCkFEN OOTIOM LIAR (w' O 2 N 6 Z ///! INSTALL THE APPROPRIATE ANCHORS TO III[D i /BOTTOM DARSEAt GIVEN SUBSTRATE PCR THE ANCHOR IABLES.J�• L I!U MINA ALUM.ANGLE SOL Q LL Z p Ioruol+Atl � •e i W CONCRETE SIYJvM,OTHER SUITABLE SUBSTRATES THICKALUM.NBE 1/4'O SELF-TAPPING N = WCIUOE CONCRETE FILED CMU.GROUT FILLED'LOCK,•--/ LBU4DOUT SILL.SEE StAS�tr 7d'O.C.ITYPI 7 HOLLOW BLOCK.ALUMINUM SLED.AND WOCO. SNEETSFORIUBE lu lu '1 OPTIONS. 3.250' .. O O �— DUILDAUTOPHON C pj5p• It-UP SOLAWBUG SCREEN 1 I OLL•UP SOLAP.l6UG SCREEN NU. HCf01VCw NI.S. 2CIC11"t. 1 C QpQ ,'r,.1�lI\� EDB]• iL 1Q u�o> � ,2,LrBUILD-OUTSIDE RAIL WRHSNAP IN COVER 4 SIDE RAIL TOP ENTRY 6 GUIDE SCREWSIPLASTM �3oQ li 1ECPCn'YdtY 6 tll3. 5E_tUfI YItY >Z�m _ D.7eD' _ B ,I _ I. U3zm B ].750' Id6s' OFIKY Z O O 0.115' 0.709' I —} I S�S yJ 2 0675' 757 Low �• i/ L — 7.175' � � _j _1 0'12 r IN 60110MEAPIS 04 .107' ' I I � r P.EOUFED ONLYFOR 0.769' ?OTU\G SYSIEbR.I11S A LIutDwAtE•KassNJtt CDYNfD NAR0IYARE ACCESS CLOSED ONIONAI FOR MANUALLY :'.'IrNH+APP:fV11Gl 1t1 VAT.SN..aICOYEP•• OPERJ•:EDSYSIEIAS. /TN SIDE RAIL WITH SNAP IN BUTTONS 6 SIDERAIL WITH SNAP W VER 7 SLIDE TRACK /-.'I ROl UP BOTTOM R /-9-N BOTTOM BAR TRACK GBID IFPLASTIC 7 A I'm SECTO"w" 6 N.13. SEC:h:r YEW (, N.IS. 1E0✓:N VR'A' 6 11.13. SECIANV 6- 10.5. SEC113v YEw / 12 11 10 Y tl / 6 S 4 3 2 I 12 11 10 9 8 7 6 5 4 3 2 1 SUITABLE SUBSTRATES INCLUDE JEFFREY C. BQI�� )PE. SUITABLE ROUT FILLEDATES BLOCK.CLUDE SUITABLESUBSTRATESGROUT FILLED P �C9 Lx111///// CONCRETE,GROUT flllED BLOCK, CONCRETE.GROUT Fill2D BIOCK CONCP,ETE.GROUT FILLED BLOCK, CONCRETE FILLED CMU.ALUMINUM CONCRETE FILLED CMU,ALUMPIUM. SEE TABLES FOR APPROPRIATE CONCRETE FILLED CMU.ALUMINUM. HOLLOW BLOCK STEEL AND WOOD. HOLLOW BLOCK.STEEL AND WOOD. ANCHOR AND SPACINGS HOLLOW BLOCK,STEEL AND WOOD. �``` •• H SEE TABLES FOR APPROPRIATE SEE TABLES FOR APPROPRIATE APPROVED 3/4'BUILD-OUTSIDE SEE TABLES FOR APPROPRIATE f, ^O RAIL PER DETAILS ON SHEE7 7 ANCHOR AND SPACING -•,c� ANCHOR AND SPAC N. ANCHOR AND SPACING BQ97 APPROVED SIDE RAIL APPROVED 3/<'BUILD•OUSIDE I APPROVED 3/4'BUILD-OUTSIDE PER DETAILS OIJ SHEET 7 \ 1 RAIL PER DETAILS ON SHEET 7 RAIL PER DETAILS ON SHEET 7 I o / r •. ^Auo A+a.•war+oRc ua.r.uAl C I. ♦. ♦ 6 TAT LOF G G • "-• ' • SURABLESUBSTP,ATES INCLUDE •• • I ,�gAAa ^CONCRETE:GROUT FILLED BLOCK. P.■ 4 •' '• ' CONCRETE FILLED CMU.ALUMINUM Lo •ti •, HOLLOW BLOCK.STEEL AND WOOD. ,WALLMOUNT_SECTIQ�1 --•WALL MOUNT-SE LIQN� W 11r�IT C��T� / •'•• Ak a t I+a.OAIS!OF RAL OSIALLA+101110+'INn 11-r115. L2�/J•EV+160U1�q:RAt,[SlAll�ll(pPl:(,`IIJI-il.l�, LGLLY4I�O� • � ter,�• F 3 3_eAlo-omsoER u1rlAuaN,,IOPrNn:;-n.t°. 1W q�MOUNT-SECTION �A W e4t F 5/9'0 ACCESS HOLE ITYPJ L_x7LDOVtSNE RALR151AllAlq+l lOafgn J-11.15. (n - (OFFSET FROM DRIL-FLEX)\ T/4-Ix GRIL-FLEX pYPJ ,e r \ (SEE ANCHOR TABLES Z FOR SPACINGI 114.14 DRIL-fLEX ITYPI SEE TABLES FOR APPROPRIATE SEE ANCHOR TABLES TUBE OPTIONS (SEE ANCHOR TABLES- ' ANCHOR,AND SPACING APPROVED MULLION FOR APPROPRIATE I-,4' FORSPACINGJ � / UJ ANCHOR AND SPACING I'xT p• EE •,.r 3•x3• � • nom F— T1r Orlgt' F ULIIP F Unit I • .• •• 2•x J'2'x2• •J ': ' ylAllAl.CnS.NAIL• y O N •• 3's R'2•xT n:VF ATPRCV 'OR O O _• J' iFsi1fE015•UIiER --14 DRILL-FLEX ITYP) Z ' •'• .'••. .••l A4-xnGIE 3'i3'OPIgI:E SY510J 1/4 } ISEE TABLES FOR _ 3 R• x ' Tx3'xc' SPACING) -.m Z O SEE TABLES FOR APPROPRIATE �' ! 3'x 3'x:' Q N_ < D ANCHOR A14D SPACING // Q O , 2 D !518.0 ACCES F-1� < •0 3 '' J4pk{.{yt•EL`5`EE TABLES FOR APPROPRIATE LTJ <N W r �! RAND SPACING 1s1BUR{4OS17rO+UNTSrECT � MULLION MOUNT-SECTION 5 BUALD-IN MO oNT1- TIO �,(,SO:LU+SCbEfHIN$IAllAiqulOPlgnJI.0.L5. i FHER IO Fl-3))tal Li I"x 2'x 1/8'RETENTION ANGLE Q 0 (FULL LENGTH OFSCREEN OPTIONAL) 9 I-•• O 6 (n C / REMOVABLE FASTENER I /� 1"x2"xl/B' w C "`�/// / •''' •- r RETENTION ANGLE SIDE RAIL— •• P _ -------- ____ . . 1 '�l 7 SIDE RAIL I IU1A4M1Q1" Q ¢ o w ti0� •G.10 •F—I c I t a zo ASIDE RAIL � - ': •' �a'-�o REMOVABLE 1"x 1-1/7'x I/B'- "a B •.•' " I FASTENER RETENTION ANGLEu"pU�� = x z a 3 OVARI '.�,. \ I B-SIDE RAIL I"x 1.1/7'x 1/EP U z m B / I• L-1_ REtEN110N ANGLE / RF F. FASTENER J/ / 1 REMOVABLE FASTENER-f F ��RETENTION ANGLE-DETAIL v RETENTION ANGLE-SECTION a RETENTION ANGLE-DETAIL 1 RETENTION ANGLE-SECTION 3 L, E SOE RAIL r;FTAlIaIiOn lf.Pigll l)•Il.i_i 2CERAL NSiAUAIION;ORIlOt111.11.:3. SID°RAIL in51Al1A1q.�lOflgn H•1:.1�. fOE RAR tI$IALNINII IOPI'On:l-n.t.5. 3 O H8§§ NOTE:THE RETENTION ANGLES ARE NOT REQUIRED WHERE THE SLIDE NOTE:THE RETENTION ANGLES ARE NOT REQUIRED WHERE THE SLIDE A SCREEN TRACK ENDS ARE AGAINST THE EXISTING STRUCTURE. SCREEN TRACK ENDS ARE AGAINST THE EXISTING STRUCTURE. A 8 12 11 10 9 8 7 6 5 4 3 2 1 12 11 10 9 8 7 6 5 4 3 2 `� ttuuquE/ /' JEFF Y•1V.F V(F!I, ,r SEE TABLES FOR APPROPRIATE `� QTC c T' B �ANCHOR AND SPACING S•'•, H SEE GROMMET AND STRAP SYSTEMS 2=4� SLIDE_ V 1 • Irl¢H';5' 3 FOR ALTERNATIVE ATTACHMENTS(TYP) 9 TRACK `L \ y ," -(,•?.• •yy: Q) sNoeteacK--, QV111N111N �v. •:w T.oTtra Xx �Y` "�J` ) 0 ! �� RETENTION ANGIE �u�� •-''• '"'A G XC .,, K.tyX< %�!>• „ :• 'S: �' n (ENI NA.i/0'_! Tom .•. •(\� ,��' �• �rv' .jSj� .fir 'X }Y,�,, RETENTION ANGLE �' Ian �lr is h.i �`�.':... tet ' .. `\•V� y / REMOVABLE \ REMOVABLE FASTENER-/ 4�Sr, tiy�` �) { }7 • . �,v�\xK'? } FASTENER 1EBRI YY o (I;R >.;>^' ,�/,�•h�,'�;�1.y.Jx` ' }`_•�,'X"'✓• <x.,�;.\�; `�}!yY•Y • •\ }� }:. "J'•'�"{lti_!X�,/�,,.'XXX777vvv..\}"1�, '�suD•IP.a:unrAu.nx,lovuo•�II-ILi3, z :RUJEET(ENCITIONANGN.LISE.-SECTION (OPTIONAL)x0j (RETENTION ANGLE-DETAIL(OPTIONAL) INSIAZII '11• jWtl= "gyp NOTE:THE RETENTION ANGLES ARE NOT F + '� •, '<x �• '�;JC:.T" REQUIRED WHFRE THE SLIDE SCREEN IRACI: 1 rA ^ f n?} jJ j TT'}- �> ��'y ENDS AP,EAGAINSTTHEEXISTING STRUCTURE. YI X". _SPRING PIN. � SEE QE I U S1 Jp�SCRFJN SING)E PANEI"EJ ENATION I I SUDETRACK j Z i aD>.lsnlDnnnclleF,r.a.Eal,uuoauDxcar.AulsIAUA,ron.scalE,crs. � d I N � �LJDE SCREENISINGLE ELEVATION NOTE:FOR 4 SIDED ATTACHMENT THE SPAN IS IN E rAutlomA,uew[n:-vE,•Itiaoe�ae�:Dnul,lsleueuou.,s. THE SHORT DIMENSION BEWTEENFASTENERS. E (00 • �4-6` 'ti� I I I 3 w>- mra c SUDETRACL - Q 0 o—/`ADJUSTABLER —SPRING PIN Z ETENIION PLUG.SEE NOTE' - Z B NEOPRENE ADJUSTABLE PLUG W/BRASS FITTING �-1STAINLE55 STEEL SPRING PIN o m z D 9!DFTRAhbRiPlIAfcNJ IgNT-NIS. 1�SLCEIPACGt151AlLAilO:IiOPM1OH31d,i5. �f m =o >SA �)<J�!X >r <�!�h SUITABLE SUBSTRATES INCLUDE 5/SIL ACCESS HOLE(IYPI `l •o D y ',){•. \'y, ry!r/,.; �^,•, CON CRETE.GROUT FILLED BLOCK. 3 Y rriiSC r (OFISEIFROM UUIL•FlExl— r } CONCRETE FILLED CMU.ALUMINUM. NO_iE';ANY MECHANICAL OR POSRIVE LOCKING ��,C 1/A-IADRII-FLEXIIYP) ��_C>�•; '•( ,S lr HOLLOW OLOCK.STEEL AND WOOD. 1 DEVICE MAY BE USED IN LIEU OF THE PLUG OR Isre nNCIIOR 7neLPs CC SEE TABLES FOR APPROPRIATE SPRING PIN SHOWN IN THIS DETAIL AT TOP OR rcRSrncwGl L )iY T} }� \ BOTTOM TO HOLD PLASTIC FABRIC INSIDE TRACK. , } �• t• •`��Z�"<_ ` j?- ANCHOR,SPACING.AND 1 h�• �'h \ �{r �' EDGE DISTANCES C X`'^" r r y^!, � �?„ � •r/, � 1/A-IA DRI(-REX ITYP) I/B'OR I/A"SYAII THICKNESS ' ' � C :(( ?/• (S EE ANCHOR.TABLES—� (SEE SLIDE IRnCK MOUNT 7A0LES ON I-x q• Y� �, •�• ,{rY X }I� < X FOR SPACING) � HEET4 FOP.THICKNESS) QJ Ml_ Q v a o W Sk \ T,l. �S•7<! 4..x4,. 0 c 502-= '>. a• ]G C z c B --- TUBE OPTIONS ,_` Z%N z o B \�SEEGPOAIAI"ctow SiRAP i.SIElfi N " •" �•��.YA7 ,�' ,11m�t1T•y ,•• ' • ,•, .• •• , U 3 G CI °OP 41'ACI+t+FxiSDFIAP.SIiv,•1 19 t ••• 3'AA'3"x 3- •��'YT4y11`1W •' ~"� ZQZaz • '. ��G.+ ANGLE OPTIONS - A :•r Z Q W 3'x 3'x 2' •\• \ EASY SCREEN SINGLE PANEL-ELEVATION jII�—y— ISEE TABLES FORAPPROPRIA7\ SEE TABLES FORAPPROPRAie� w,CA:;TOED AtIAChmEnb•+JaM,AI OPIICRROrR•L m51ANNqu-n,IS. JJJ 111 / T.Tx ANCHOR.SPACING,AN ANCHOR,$PRONG:AND. EDGE DISTANCE.' COGE D67ANCE• " A (5`,WALL MOUNT-SECTION '518-0 ACCESS HOLE(nP) _ 7 A j 1YPI.^.M1l E10�IFACC 11151All Algll(OPTION I I-N.I.S. BUILD-INMOUNT-SECTION BUILD-OUTMOUNT-SECTION S14�E 1PPCl:C:SIAt:A1g11fOPlq':7;-II.I.S. st ESPACx P,SIPLNlg1110'10'131-11.1,5. 12 11 10 9 A 7 6 5 4 3 2 1 /z n m v o , 6 x ^ » 2 * SEE SLIDE AND STRAP SYMMS CONCRETE GROUT FAIEDMOCC.-� TZ COT IS fill lukkkk F ~ c GROMMET SCREEN SINGLE PANEL-ELEVATION w E' OVERLAP Or D �R-C<MIT LAW EO =`� I IM c Lu B "^""�^="°~~=�~ � o NT x- B L SECTION `'--'�--_-�_.--~_.~^ ~__--__-_-____--- 3ir-C'MAX SING LE PANEL LENGTH ITYP -SPANLEN Ill GROMMETSCREE MULTIPLE PANEL-ELEVATION GROMMET SCREEN MULTIPLE PANEL-ELEVATION . �� - -__ _______ ^ � u n m , x / ^ ^ ; 2/ / � � 12 11 10 9 B 7 b S 4 3 2 1 JEFFREY C. 1 Ni3fl�1 'fr IIP 00 d 1'i 0 6.375 03rS .�� `�� 4./�CEp��,•lAr,, 74 V.jls Visa- 0.vsr 0.313' O.M 0.315 0.bw I 0.315 11.6]9 1 I_vr{� vnl0>c luv.r.a.. ? e 2.007 brs'i.brS L 1.67s• — ,. �. 51 � I ma• � Ips�FE E�yG E Al50 AVn4ABlE - i r l 2•063'` ( ?.030 ANGLED"F'TRACK BUILDOUT"F"TRACK R VERSE ANGLED"F"TRACK STANDARD 'F TRACK STUDDED ANGLED TRACK P 0,p63,16 AlUrnWUM•N.I,S. in [O43•IOAWrNNUM-N,f.9. 0063.16 nlUAPNUM•N,1,y, 060116 A1UM'NUM�N,IS. LOOa•16 ntUMiNUM•N.iS. Y� - ' �; Y ZIPPER KEYNOTES ; Z s 1 '�• K A. tai.ROW STITCHINGEACH SIDE N cme ✓` OP ZIPPER(THREAD:130 DENIER ^ ` is fxt j Y• ,may ' �,t x POLYESTERI. w vv;yy�� X B. ANY SPRING CLIP W/MINIMUM (Y a E RATING OF 50 LBS.W.L. C. 2"WIDE SEAT BELT WEBBING WITH ti w W •.. r� ��I:,'S'v^: A. v LOOP. w LL1-' D. STRUCTURAL EDGE HEM.VARIES BY H PANEL,SEE SHEET i• 0 O w �> E. 7'WIDE SEAT BELT WEBBING W/ z ZI } m w :TUU'iiltt.i' u� y v BOX STITCH. C) Cie N O N G Z X ' A , E '�KK 2 •0 3 u X O O y C N-OT C I. APRROVED FOR UP TO 40PSF MAXIMUM. 2, MUST BE INSTALLED IN SPAN DIRECTION. `� 3. SHALL NOT PENETRATE HEMS. M5 a l ( 0 F o ! 's3pc p �a-o u 8 xcCZ B J c i Z LL: �°fit A SLIDE TRACK SLOT DETAIL A 6U0116 AIUMINUI./•N.IS. 12 11 10 Y 8 J 6 S 4 3 2 1 � 12 11 10 9 6 , 6 5 4 o 2 BOX STITCH CONFIGUPATION F MAY CHANGE.BUT MOST PAVE THE SAME OR GREATERHUNfEARiNCKE OF STITCH. 4-PION-51RUCIURAl 74 SEE GROMMET AND STRAP SYSTEMS -FLAFf PI MAL FOR ALTERNATIVE ATTACHMENTS(TYF) FLAP JOpvu"AH CIE X' cFIXED STRA - tL OE ?FIX2D I AN LOOP p RXED OR ` s o --- STRAP qQREEN�INGLE PANLL-ELJEVATL N STRAP tTYPI STRAP SCREEN SINGLE PANEL-ELEVATION E HIE SHORT DUtHSjOH COLUMN �j BEWEEN FASTENERS. ^ F 17 o C BB w IN w IN 38*-6rMAX SINGLE PANEL LENGTH ITYPI 38-6"MAX SINGLE PANEL LE GTH(TYPI Z Old vi STRAP SCREEN MULTIPLE PANEL-ELEVATION STRAP SCREEN MULTIPLE PANEL-ELEVATION ^ _-__ ___�_-_�.�___�-- _____-___' __.-________ BEND LINE 0.2$tr � STRAP BRACKET Y � | | �� 12 II IU 9 8 7 6 5 4 3 2 1 OPTIONAL FLAP JEFFREY tRRU.TITUP"E 1 (WHEN REQUIRED PER `�b F �rrrr, GENERAL NOTE P7) FIXED OR STRAP BRACKET WITH ADJUSTABLE EXTERIOR FACE 1 \ 1211/4'OR S/16"1APCON IIYP) H SIRAP (SEE FASTENER TABLES FOR SPACING( EXISTING STRUCTURE ITYPI 4 �• SUITABLE SUBSTRATES INCLUDE ~ \ OPTIONAL FLAP ��1y•y /'+ y,,t CONCRETE.GROUT FILLED BLOCK, REFER IOFASIENER 07030 (WHEN REQUIRED PER CONCRETE FILLEDCMU.HOLLOW BLOCK IABIES FOR loop SPACDLG T GENERAL NOTE 9711 ALUAIWUM.STEEL AND WOOD. YtA _ d'I4A%� PD a�ife�c•l O�GeI":P.l.S!"t • EXTERIOR FACE-1 ' ~ r, 3 o A - ••[Q_- 1 1 I/,� 4'MAX,GAP F J - �iO� '� O L, G��4iI�: NOTE:CAN BE ATTACHED •. ••• '�' ,•,.4 0'7030' 1 ,• � t��``` G TO EXTERIOR OR a i .• (li` rlll ua tt G INTERIOR FACE .• •.'/ X 4 A ••• FIXED OP.ADJUSTABLE STRAP�� _ STRAP BRACKET WITH \• 12)1/4'CP.5/I6'TAPCON ITYP)�� ~' �o• � (SEE FASTENER TABLES FOR SPACINGI r •'• ALTERNATE FIXED STRAP/LOOP DETAIL )OUTSIDE MOUNT-SECTION (� 2_.• -�SIRUCIURAI ATTACHMENT JOR IOOP-N.IS.: ��STRAP BRACKN INSULUUON TOPIgN IL•N.IS. (31 RD'+/S SIIICMNG A BOX SUICH F PLAN VIEW MAIL ('Z INSIDEMOUNT-SECTION ._SIRAP BRACKONS1ALLAION(OPII0N21.N.7.S. YJ OPTIONAL FLAP PLAN VIEW IMAI: (WHEN REQUIRED PER_ GENERAL NOTE 971 FIXED OR 1/7•30'EARTH ANCHOR (, W1 WELDED CENTER EYE—, 4-DIA.X 6"SCH.4D PVC IYP v EXTERIOR FACE, y F-ADJUSTABLE THREADED INSERT 114 CONC.OR FILLED CrAI 8 4•HELI% STRAP LAG EYE BOLT IN WOOD IrYP) ° �` ( I Z � `l 1 ! [SEE FASTENER TABLES FOR SPACING] _ I—� I-•-i rlmrrm ?' t QPTIDNAL HAP —1 I I— E1I 0•TO 30' IWHEN REQUIRED PER I S I—I 1 J—I I—1 11=1_ I�1=1�I E / GENERAL NOTE 9711 III—TIII—III—III I—III—I I E I / EXTERIOR FACE + I/4"MAX.GAP •. 1 I I LI I I—I 11-1 I SiI I I I—III N W $� i 111—I I I MI I—I I I• I—I g y LL rD"E1RAll " T l I I--III I I—I 11-11 1—11 11�I-11 1 p o - I • II Il ••'.. •" •.•.. .rte I i-1 1 1=1 1=111 I J P w => �� ll I—II I o•TO 30 I—III—I I1=1I I I I—III Z 3 NOTE:CAN BE ATTACHED ^ I — Z TO EXTERIOR OR .,• FIXED OR ADJUSTABLE SIRAP) / •• .. =I I—I I-- I—III—I ~ O w m Z D INTERIOR FACE '' HATCHING THREADED INSEkf IN COWL.QRFILLED CMU / •• I III-111 111—I I=1 Q m W 0 A ,:• I LPG EYE BOLT IN W000(iYP1 I I—III ' Z D .•• ISEE FASTENER TABLES FOR SPACING) �\ i I-1�IIE I 1.11=1�I-I_.. FH-1 11-�-t— i N v � r-.INSIDE MOUNT-SECTION ;EARTH ANCHOR DETAIL (-,)OUTSIDE MOUNT-SECTION 5 EYE B°LL INSIALLAISO:d(OPHDN<1-N.15. EARIHANCNOR WSTAIInfION-N.SS. 1 �/ U �F.YE Poll W SIARATKNI(OPTION 3l-NJS. PLAN VIEW DETAIL SOIL CLASS 4A MEDX)M DENSE SAND M 0 AN VIEW DEIAIL O POURED CONCRETE WOOD CONCRETE FILLED& V) C MIN.3 KSI J GROUT FILLED CELLS I HOLLOW BLOCK MIN S.G.2.55 REINFORCED CELLS C ANCHOR i MIN.EDGE MIN.EMB. MIN.EDGE MIN.EMB. MIN.EDGE I MIN.EMB. MIN.EDGE MIN.EMB. MIN.EDGE MIN.EMB. LF c a w w • 14"TAPCON 3' I-3 d' 3 I.3 d- 3" I 1.1 4' 3 4- 1.3 4" N A NIA Q `= a a W 14"DROP IN 3.1 T' I 1" 3-1 2- I" I N A I N A N A N A N A N/A p 3B"DROP IN 4" 1 I.9 Ib" 4" 1.916" NA I NA NA NA NA NA Z- rio�e0 114 CRETFFLEJL 2-1"T' T' T Z' 1 2.1 2" INA N A NIA 6" 5.2S 3 0 1 4' N A N A 6" 5.25" 5116-Ullracon(3515 psi) 3" I Z' 2-1/2" 2.1/4" 3•U6' ?z n I I-I/4" 314' 2" 6" 5.25" p <Ee 3 'LOT I 3" 2-12 PO3" NIA N A N A 5.2S' B ANCHORS' ! 4' I 3-3 B" 4" IN " Y d u '•' N/A N/A 6" 5.25' U LS i B H W T 1 4.1 I I.1 N A N A d" I 1-14" N/A NIA N/A N/A z 3/8'Combo Anchor lLAGI I N/A N A I NIA N A N A I NIA 3 4" 2•I Z' N A NIA I T Combo AnChOr LAG N A N A N/A N A I N A N A 3 4" 2-1/7' NIA N A a i I4"PANELMAIE INSERTS 1 312 I 1.34" 3•I 2' I.17' 3-I 2" I.14' 3d" I• 4" 4"PANELMA7E FEMALE I 2•I 7' I 1.3 4" 2-I 2' I-1 8" 2•I Z' 1-I B- 3 4- 2' NIA NIA Z p 'g I/4"PANELMATE MALE I 2_1/7• _ 1.3/4` _2-112" _ 1-1/8' _ 2.1/7 I-I 8' �4` 2- N A N A I'CPANELMATETVAS 2.1 T 1-3 4" 2-1 T 1-1 8' 2-1/2- 1 I.1 8' 314" 2' NIA N/A d' 1/8'Alum 1/4"Aluminum I i 16 GA Steel WOOD A I (MIN S.G. .551 'AlbwOble EPDXY bmndl d TyDeL: A _ANCHOR h11N.EDGE MIN.EMB. MIN.EDGE MIN.EMB. I MIN.EDGE I MIN.EMB_ MIN.EDGE MIN.EMB. I)Powers 13DB SAMMY T 3lhreacs 2' 3lhfeods I T 3lhreatls 3/4" 1.3/4• 218W RedHead A7 1/4-TEKS _L 2' 3lhreads 2; _3lhleotls I 2'_ 3lhreadt 12 11 10 '! 8 / 6 5 4 3 2 1 12 11 10 9 8 7 6 S 4 3 2 JEFFREY CONCRETE TABLES 6w.7 w.7 1 1/2"r)-ro--pTn- 3/9'Drop In I 1/4,,b-ro-p-Tn- H SCREEN POURED CONCRETE SCREEN POURED CONCRETE SCREEN POURED CONCRETE (MIN 3KSI) (MIN 3KSI) SPANS {MIN 3KSQ SPANS SPANS UP TO UP TO(in} (in)UP TO ve., ANCHOR SPACING NN HES) ANCHOR SPACING[INCHES! ANCHOR SPACING(INCHES) I 24 1 20 1 16 12 10 18 16 1 14 12 10 12 1 10-f- 8 6 1 4 �...L b RX 1 48 1301 1301 1301 130 130 48 130 301 130 130 130 48 1301 130 130 130 130 ! 1 54 130 130 130 130 30 54 130 1301 130 130 130 -54 130 130 130 1301 130 1 60 130 1 130 130 130 60 130 130 130 130 130 60 130 130 130 1301 1301 1 66 130 -1-30--136- 130-F30- 1-307 66 130 130 130 130 -130- 66 130 1301 1 301 130 G 72 130 1301 130 136--1-30-1 7-2 -F30--13-0 T3-0 130 130 72 130 1301 130 1130 1 30 1 1 78 130 130 1 130 130 -F30-1 78 130 130 130 130 130 78 120 130 1 130 130"1 130 I ft 84 130 130 130 1 130 1 130 84, 111 130 1 130 tj I 84- 130 1301 130 -13-0 FF3-0 ', go 10 90 130, 130 130 130 1 130. 90 130 130 1301 1301 130 90 104 125 LO 130 t 130 R 30 7-6 -13-0 1-30 130 130 1 130 96 1 130 130 l3wo 1 130 - 96 98 1 130 1 130 30 102 92 1 11ol 130 130 1 130 102 130 130 130 130 1 130 102 124 1 130 130 1 130 T 1. 108 130 130 13Q - 01. --- D1130 11 1301 108 117 130 130 ILD 130 108 87 1 104 1 130 T30 1 130 0 114 126 130 13 1301 130 j 114 111 125 130 -13() 13 114 82 99 123 1301 130 8�2a F -12-0 7-20-73-0- 13 1301 1301 120 70-5 119 130 -3-0 130 120 78 94 117 1301 130 1 126 1-3 1 126 100 113 129 130 1 130 126 -7-4--8-9-T 1-11-130 43011 132 1 109 1 130 130 130 1 130 1 132 96 108 1231 1301 130 132 71 -BYT-106 -123-0 3-0 d 138 : 104 125 1 1301-1301 130� 138 1 92 103 118 1 1301 130 138 68 81 1 102 130 1 1301 z 30 1301 fl 1-3 3 +Tg 144 1 100 1201 1301 1301 1301 144 88 99 1131 1301 130 144- 65 78 98 130 11301 150 j96 1 115 130 1 130 1 130 I 150 i 84 95 108 1 126 1 130 150 62 75 94 125 ' 130 V� --!�F 111 156 81 91 104 1221 1301 156 60 -72 90 12MO 130 LLI E 156 ; 130 130 1 130j - Fil E 162 1 89 107 , 130 130 1 130 162 78 88 100 1-1-7 162 58 69 87 116 130 168 1 86 103! 129 130 1 1301 -F68--75 85 1301 168 56 67 84 1111 130 174 1 83 99 1 124 130 i 130 I 174 1 73 82 93 1 109 1 1301 174 54 65 81 108 1 130 180 1 80 96 1 120 130 i 1301 M 70 7?. 90 1 1051 1301 180 52 62 78 104 1 130 186 77 193 1 116 130 i 130 1 186 68 76 87 1 102 1 130 186 50 60 75 101 ! 130 Z 192 60 60 1 60 60 1 60 192 60 74 60 1 60 1 60 192 49 59 60 60 1 60 19 Z600 60 198 60 72 60 60 1 60 198 47 57 60 6 1 60 60 101i 0 4 60 -TO-4 --�O- 2 4 60 F�Q 70 1 60 60 1 60 204 46 5� 60 60 1 60 D 210 1 60 1 60 1 60 60 1 60 210 60- 68 160 60 1 60 210 45 53 60 60 160 D 216 60 60 f 60 60 1 60 216 59 60 1 60 216 43 52 60 60 60 60 1 60 60 60 222 60 60 1 60 60 1 60 222 57 64 60 222 42 1 6 228 60 1 60 1 60 1 60 60 228 55 62 60 60 1 60 228 41 49 60 60 60 '2 2 -90- -'9-0 -60 60 x -34 1 60 1 60 1 AO 60 234 54 61 60 60 1 60 234 40 1 48 - 240 60 1 60 1 60 60 60 240 53 59 60 60 1 60, 240 1 39 1 47 59 60 1 60 0 246 60 1 60 160 60 246 51 58 1 60 60 160 246 38 1 46 57 LO I 60 I- C 252 5597 1 60 1 60 1 60 60 252 50 56 60 1 60 1 60 252 37 45 56 60 60 V) C 60 0 X6 240 39 38 52 37 258 56 1 60 1 60 1 60 60 --T5-8 49 55 60 1 60 1 60 258 36 44 54 60 60 264 55 1 60 1 60 1 60 60 264 48 54 60 1 60 1 60 2 t64 1 35 43 53 60 1 60 270 53 1 60 1 60 60 60 270 47 53 1 60 60 1 60 270 1 35 42 52 60 1 60 7 3 1 276 0 60 1 60 276 46 52 t 59 60 1 60 276 1 34 41 51 60 60 :2 52 60 1 6 313 �R 282 51 ; 60 1 60 1 60 1 60 282 45 50 1 58 60 1 60 40 50 1 60 1 60 Z, 286 60 60 60 288 44 149 156 6_0 1 60 28S 1 33 39 49 1 60 t 60 244 d4 1 34 1 0 60 Ao6 294 43 48 1 55 60 1 60 - -j _.�294 32 38 48 1 60 1 60 1 1 B -To-ol 48 1 58 1 60 60 60 1 300 42 1 47 1 54 60 1 60 00 31 37 47 .1 60 1 60 1 306 1 47 1 56 1 6 60 60 1 306 41 [ 46 1 53 d0 60 306 1 31 37 46 1 60 160 s 9 312 1 46 1 55 1 60 60 60 1 312 41 1 46 1 52 60 1 60 1 312 1 30 36 45 1 60 1 60 i, 318 1 45 1 54 1 60 .60 60 318 40 1 45 1 51 1 60 1 60 1 318 1 29 33- d4-9 1 324 44 53 60 60 60 1 324 39 1 44 1 50 59 1 60 1 324 29 35 43 58 1 60 0 a 330 44 52 60 60 330 38 1 43 1 49 57 1 60 1 330 28 34 43 S�7 1-60 3.1 2. 336 38 1 42 11 48 56 1 60 1 33.6 43 51 60 60 60 336 33 42 1 56, 1 60 0 342 42 51 60 60 60 342 55511 60 342 55 1 60 A 3 T--90- 6( 0 --34-8 36 41 1 47 50 348 1 32 40 1 54 1 60 A -L= ----T -35-4 1 32 40-1 53 1 60 J 354. 41 49 60 60 6 �4 S6 0-14 6 54 1 60 60 1 360 40 48 60 60 1 0 35 140 1 45 53 160 360 31 39 1 52 160 1 4 12 11 10 9 8 7 b 5 4 3 2 1 12 11 10 9 8 7 6 5 4 3 2 JEFF R%W III, CONCRETE TABLES H I 3/ff'TRf?EA-UE!tFM-t5-&- 3/9'LOT ANCHOR LOW-S T(Simpson) i 4H S F SCREEN POURED CONCRETE SCREEN POURED CONCRETE&GROUT FILLED N POURED CONCRETE 'a"o SCREE SPANS (MIN 3000 PSI) SPANS (MIN 3000 PSI) Q�-Z SPANS (MIN 3000 PSI) UP TO UP TO ANCHORSPACINGINCHES) UP Td (in) (in) FA CHOIR SPACING(INCHES) I (in) ANCHOR SPACING INCHES) IS 1 16 1 14 12 1 10 24 1 22 ; 20 1 18 12 1301 0 130 301 130 18 1 16 1 14 1 12 10 1 NA 48 1301 1301 1301 130 130 48 13 7 _I it, I -07 1 30 -3-0 1301 130 . 48 ..1, 130 130 1 130 1 130 130 1 54 13 130 130 54 I 130 -K 101, 54 1301 1301 130 1 130 130, so -J-13CLI 30 130 G 66 1301 130 130 130 130 6 n -L- 13--d �'I! G 60 1 130 1 130 1 130 130 130 66 130 1 130 1 130 130 130 1 9 1 130 1 ISO 130 0 66 130 1 130 i 130 130 130 1 6 0 130 130 1 72 1301 130 1 130 130 130 F.FE 72 1301 1301 130 1301 130 1 8 1 72 1 1 TO ]532 1 1.1in 110 1L*78 1301 130 1 13D 130 130 1 78 1 130 1 0 1 130 0:V) 78 1 130 1301 130 1301 1301 t '84 i 1301 130 130 130 130 1 130 130 84 130 130 1 1301 VO 13 1 13T 130 30 130 1 130 1 _13Q 1 30 1 130 130 130 04 ISO 1 130 130 90 130 130 13D _L_ i = 1 96 13 1301 130 130 130 -- -- m 180 130 130 130 e. 96 125 130 1 130 130 1 130 102 -1295 - 130 13096 I I17 - 01. 102 118 128 130 130 1 1301 1 108 119 130 1 130 130 130 102 1 110 124 130 130 130 0 F 108- -lU J211- 130 _L3Q 1 1301 i 114 1 112 126 1 130 1301 130 108 1 104 117 130 130 --1_30 114 105 115 126 130' 130 1120 1 107 120 130 1301 130 114 98 111 1 126 130 130 1 20 93 105 120 30 130 _L__ 20 100 9 120 1 130 1 130 126 1 102 114 130 1 1301 130 126 U 12b 95 04 114 1 127 130 10 114 130 130 z 132 91 99 109 1 121 130 1 132 1 97 109 125 1 130 130 1 132 1 85 95 109 127 130 is 1p 1 87 95 04 116 130 1 138 1 93 104 119 1 130 130 1 138 81 91 104 12U2 130 -T4-4F-89- 100 lid iTi-536- ISO1 144 78 B8 100 117 130 144 83 91 100 111 130 1 150 85 96 110 1 128 130 150 1 75 84 96 112 130 E ISO 80 87 1 96 107 130 1__lw 82 92 1051 123 130 4 E I V6- 7�---64-1--q-2- 103 130 14�6 --Z? 1 81 __RL__108_ 129 1 162 79 89 102 1 119 130 �l 62 697- 89 104 124 16-2 ---�-4 99 130, F:!:ff: 7-6 --R-- 98 i 114 130 168 67 1 75 86 100 120 168 71 1 78 1 86 95 130 1 174 74 83 95 110 ISO. W m ": § R 1 174 69 1 75 1 83 92 130 -TI-6 1 4 1 64 1 72 83 97 F—180 -7-1 80 __LI 107 1 128 ISO 1 62 1 70 80 93 112 z 1-80 67 1 73 1 80 130 1 186 -W9---F7 88 1—63 1 T2-4 186 108 186 65 1 70 1 77 86 129 1 192 60 60 60 60 1 60 -.AO j__AQ __Z7 _90 172 58 1 60 60 60 60 0 192 60 1_260 60 60 1 60 198 60 1 60 60 60 60 57 1 60 60 60 60 0 , Z 55 60 60 D D 198 -60- 60 60 60-F 6-0 204 60 1 60 60 90- 60 �64 1 60 60 < 204 59 1 60 :� 210 60 60 60 60 60 1 210 53 1 60 60 60 60 210 57 60 60 60 60 216 59 60 60 60 60 216 --K- 58 60 _AO 60 216 56 60 60 LO 1 LO -5F 60 60 60 .50 50 -��7-- 6-0 60 60 2 u -Y2-2 -9-4--T9---6O 60 60 222 222 226 56 60 60 1 60 60 228 1 49 55 1 60 60 60 228 53--37---�O-' 60 1 60 234 ss Zo--6-o-T 6-0 60 234 48 54 60 60 60 234 51 56 60 60 1 60 0 0 240 53 60 60 1 60 60 r. 240 50 55 60 246 52 59 60 1 60 1 60 240 47 53 1 60 60 60 0 1 246 46 51 1 59 60 60 C 246 49 53 59 60 160 252 51 57 60 1 60 1 60252 _44 50 1 57 60 60 1 C 252 1 48 52 57 60 60 56 60 60 60 258 43 49 1 56 1 60 60 1 ui 258 47 51 56 60 1 60 264 48 55 60 1 60 60 1 264 42 1 48 1 55 60 60 1 60 --27-O-F-47 53 60 60 60 270 41 47 1 53 60 60 264 55 1 60 1 0 1 270 53 159 1 60 276 46 --52--'60---6-0 60 276 41 46 i 52 60 60 1 276 43 1 47 52 1 58 1 60 282 45 51 58 60 60 282 40 45 1 51 60 60 -38��. 1_282 43 1 46 51 1 57 60 288 44 50 57 160 1 60 288 39 44 1 50 58 60 0 z 288 42 1 45 50 1 56 60 lz -. 294 44 49 56 60 38 43 1 49 57 60 Z& 3-1 6§ B 41 45 F�9 rA An B 294 300 43 48 55 160 1 60 1 0!40 1 37 42 1 48 56 60 !9 F. 300 40 1 44 1 48 1 53 1 60 1 306 - 42 1 47 54 60 60 30' 1 37 4 1 47 55 60 - I:- 306 39 1 43 1 47 1 52 60 i 312 41 1 46 53 '60 1 60 -3-12--T--36 40 1 46 1 54 60 2=x 312 38 1 42 1 46 51 60 1 318 1 40 45 52 60 60 318 35 40 1 45 53 60 Z 318 38 1 41 45 50 60 1 32440 -44 51 60 324 35 39 1 44 52 60 324 37 1 40 44 49 60 1 330-P3-9 44 50 58 1 60 330 34 38 i 44 51 60 p vi 330 36 40 44 48 60 1 336 1 38 43 *9 57 160 336 33 38 1 43 50 60 336 1 36 39 43 342 1 37 42 48 56 1 60 342 33 37 1 42 49 59 A 3T2- --38---4"2 '47--607 348 37 41 47 55 1 60 348 32 36 1 41 48 -5E- A 348 1 34 3B 41 46 60 1 41 46 54 1 60 354 32 36 1 41 47 57 354 --60 -un 7 56 1 5 360 i 33 3b d0 44 66 12 11 10 6 5 4 3 2 12 11 10 9 8 7 6 5 4 3 2 j C, CONCRETE TABLES H I IIN'PAKELMATMSERTS 1 1/4"PANELMATE FEMALE 44I I IN'PAN ELMATE MALE SCREEN POURED CONCRETE SCREEN POURED CONCRETE SCREEN POURED CONCRETE SPANS {MIN 3KSQ SPANS (MIN 3KSI) SPANS {MIN 3KSQ UP TO UP TO UP TO (in) ANCHOR SPACING(INCHES) (in) ANCHOR SPACING(INCHES) (in) ANCHOR SPACING INCHES i$ I Is 12 10 1 8 18 1 16 1 14 12 130 30 10 18 16 14 1 112 10 48 1 130 1 130 130 130 1 130 48 1 130 130 130 130 48 130 130 130 130 ---F T-7-1 54 1 130 - 54 1 130 130 M0 1111 30 130, �4 30 30 130 130 130 130 130 130 1 )30 1 60 1 130 1 130 130 130 130 1 60 1 130 1-30 1 1-30 1301 130 1 60 130 130 130 1 130 130 G 1 66 1 130 1 130 130 i 130 1-30 66 1 130 130 L130 130 1 130 66 130 130 130 130 130 2 G il 1301 130 130 1 1 0 130 20 1 1 T31 1 72 ME 13�50 j 190 1 72 :0 /Z _IqU_ 36 0 130 130 130 0 78-1 112 78 L3--7- Z7 AS 1 130 130 130 1 126 130 1 126 130 80 130 1 84 111 1 1301 130 1 130 130 1 84 1 104 117 130 1 130 1 130 1 84 117 130 130 0 91 102 117 130 _L30 130 90 109 104 1 125 [130 130 130 97 30 90 109 123 130 130 130 96 98 1 117 L 96 103 115 130 1301 1.30 ._ 3 1 102 -9i 1-110- L30 130 L1 130 130 130 -102 85 96 116 1128 1301 102 96 109 124 130 1 130 108 87 1 104 1 130 130 130 1 108 81 91 104 1 121 130 1 108 91 103 117 130 130 F 114_ 82 199 130 130 114 76 86 -98 115 130 1 114 86 97 111 129 130 F 1 120 78 1 94 1 117 130 130 120 H733824-9-3 169 -13-01 120 82 92 105 123 130 126 1 74 1 89 111 130 130 126 69 1 78 1 89 104 124 1 _j26 78 EIF-10-0 -11-7 130 32 66 1 74 a5 99 119 1 2F-- -W--§T 7-If J�lf 132 71 1 85 106 12 I�qO_ I 1 1 2 7� z 138 66 81 102 1221 130 1 138 63 1 71 81 95 114 1 138 71 80 92 107 128 144---65-_78- 9-8 --117-1-fi-0- F-14-4 -60-71 6-8 _778- 1 109 1 144 68 77 88 103 123 150--62-_75---9-4--11-2713-0 1 150 58 1 65 75 87 104 1 150 66 74 84 98 118 V) 1S6 60 72 90 156 56 63 72 1 84 -1-007 156 63 71 81 -'95--11-4 Lu E '�T 162. 58 69 87 IP4 5�4 1 162 69 81 97 1 162 61 68 78 109 1 06 5 1L �5�2 168 56 67 84 125 67 78 93 168 59 66 75 88 105 0 8 174 -34- 65 81 97 1 121 4 --1-74- 5-7 64 73 -89--16-2 n 56 64 1 75 '0 n 180 :8: 4 8�7 180 55 62 70 98 �2 1_62 78 1_5�4 j I T_j 1 180 48 54 62 ��3 186 1 so 60 75 91 113 1 186 47 53 60 70 84 186 53 60 68 79 95 192 t 49 1 59 16Q 160 60 1 192 45 1 51 58 1 60 1 60 1 142 51 1 58 60 60 60 198 47 1 57 1 60 60 60 44 49 57 1 60 60 198 50 56 60 60 1 60 4 60 60 60 60 — 48 54 60 60 1 60 D D Lo 6 5 E& 43 48 55 1 60 -TO-4 -% 2 21 44 5� 52 60 60 60 1 210 41 1 47 53 1 60 60 210 47 53 60 60 1 60 216 1 43 52. 60 60 60 1 216 40 45 52 60 60 1 216 46 51 69 -6-0-1 222 1 42 51 60 60 60 222 39 44 50 60 222 44 50 57 660 u 0 228 1-41-1 4-9- 9 51 --Z-O -66--6C 22B 38 43 --49- 57, 60 228 1 43 t 49 55 60 60 g 234 1 40 1 48 60 60 60 234 37 42 48 156 60 --234-7 4-2 1 47 54 60 60 w u 1 240 39 1 47 59 60 60 240 36 1 41 7_ 4 6 �6 53 60 1 60 2 0 0 1 246 38 46 57 1 60 60 246 35 1 40 -45 53 60 246 140 1 45 51 60 60 F- C 252 37 45 56 60 60 252 359 T3 52 60 252 39 1 44 50 59 60 0 C 1 258 -'36--44---54-- 60 60 258 34 8 43 51 60 258 38 43 49 57 60 264 35 43 53 60 60 1 244 33 37 1 42 49 1 59 1 264_ 37_ 42 48 60 uj J 270 35-Z- 52 60 60 1 270 32 36 41 48 8 1 270 36 41 47 55 60 1 E --- -- r,m 19 276 3�--41 60 60 1 276 32 35 41 4 57 276 36 40 46 1 53 60 .80 282 33 40 50 60 60 1 282 31 35 40 46 1 56 1 282 35 39 45 1 52 60 288 33 139 1 49 59 60 288 3 4 39 4 1 288 34 38 1 44 51 60 0 294 32 1 38 1 48 57 60 L 0:# 3 _L94 :�3 33 38 44 i 294 33 38 43 50 1 60 0 a Ne d..- 300 31 1 37 1 47 56 1 60 1 300 29 33 37 44 1 52 1 300 1 33 37 42 49 1 59 1 7 46 5 5 0 306 28 32 37 43 51 306 32 36 41 48 58 u 8 312 30 1 36 45 54 1 '60 Lm1 1- 28 31 36 42 1 50 1 312 32 35 41 _47. 57 29 53 1 6�L 318 - RIM 318 44 31 35 41 1 49 31a 1 40 46 6 324- 29 1 35 43 1 52 1 60 I 324 - 1 30 35 TO�14 8 324 30 34 39--46 -65- 0 1 - 1 30 34 40 1 47 i 330 30 34 38 45 54 330 28 1 34 1 43 51 1 60 0 336 1 - F 33-f 42 1 50 1 60 336 - [9 33 39 1 47 336 29 1313 38 44 53 V1 -1 -F 33-1 41 1 49 1 60 1 342 - 9 342 29 1 33 38 1 46 i 342 29 32 37 43 52 ff 8 A 348--1 -I-L2-1 42 48 60 348 1 28 1 32 36 14_5 1 348 28 32 --36 42 51 A 354 32 40 1 48 1 59 1 1 354 1 32 37 1 44 1 354 31 36 42 50 360 1 1 31 1 39 1 47 1 59 1 1 360 3-1 -36--1--4-47 31 35 6 12 11 10 9 a 7 6 5 4 3 2 1 12 11 to 9 8 7 6 5 4 3 2 1 JEFFRVC.F CONCRETE TABLES 1 5/16'ULTRACON N 114"CRETE-FLEX H Lf�f�,,�44120 I SCREEN POURED CONCRETE SCREEN POURED CONCRETE SCREEN ES4 POURED CONCRETE 0974 P SPANS (MIN 35 15 PSI) SPANS (MIN 3KSI) AN (MIN 3350 PSI) Up To UP TO --N-,c— AN SPACII INCHES) ANCHOR SPACING(INCHES) (I A HoR spAc, UP TO ANCHOR SPACING INCHES G I i5 OE 18 1 16 1 14 1 12 1 10 12 1 10 1 a 1 6 4 18 16 1 14 1 12 10 1 .. 130 130 1 IqO ZI 48 1301 1301 1301 130 1 130 48 130 1301 130 1 130 130 1 130 0 130 54 1 1301 1301 130 130 i 130 1 54 1 130 130 130 1 130 130 1 1 54 130 -150--1-3-0 130 130 0 130 ! 130 30 130 1 13 1 30 G 66 1301 130 130 130 Ll 30 66 130 -F30- T30 130 130 i 66 1_0 130 130 1 130 1301 G 1 30 31) 0 72 130 1-1,OF J13 72 130 130 1301 130 130 F 7-2 f 0 130 130 130 130 1 1 23 78 130 1 130 130 1301 1302 7-8 --129--130 130 1 130 130 L 78 123 130 130 130 1301 U) 84 1301 130 130 1301 130 84 114 130 1301 130 130 84.._ 114 129 130 130 1301 90 130 130 130 1 130 1 130 130 1 130 130 1 90 107 120 130 130 1301 8: 0' 96 130 130 130 1 130 130 ;26 1 11-0-01 1122-0- 130 13-0 73-0- 96 100 113 129 130 Aq- 1 0 102 130 130 1301 130 130 102 1 94 1 113 1:10 1 1311 130 102 94 106 121 130 30 jk�, -'99--TOO- 114 130 30 108 1 124 130 [130 1 130 130 108 1 8? 1 107 130 1 130 130 108 0,. a F 1 130 130 101 126 1 130 130 14 84 95 108 126 30 114 117 130 130 1 U) 120 111 125 130 130 130 120 1 80 1 96 1201 130 130 120 1 80 1 90 103 120 30 126 106 119 130 130 130 126 1 6 1 g9 71 '�14 1 13�O 130 126 1 76 1 86 98 114 1301 Z 9 09 1301 132 101 114 1 130 1 130 130 132 1 7 1 130 132 1 73 1 82 94 1 d 138 97 109 124 130 130 138 1 70 1 83 104 1 130 130 138 1 70 78 89 104 125 z 144 93 104 119 130 130 144 1 67 1 80 100 1 130 130 144 1 67 75 86 100 120 150 V3 150 89 too 115 130 13 1 64 77 96 128 130 15D 64 82 96 115 U.1 E 156 86 96 110 12 56 1 62 74 92 123 1 130 156 1 62 69 79 92 111 — _ _ii8-j 0 -7- x E 162 82 93 106 12V!-30- 62 1 59 71 89 119 130 162 r 59 67 6 89 107 1 168 89 102 1 168 57 64 73 86 103 130 168 57 69 86 114 130 V) 174 77 86 99 116 130 174 55 66 83 110 130 174 1 55 62 71 83 99 :) 180 74 84 ;W 111 130 180 53 64 80 107 130 180 1 53 60 69 80 96 U 186 2 42 108 1-30 186 52 62 77 103 130 186 1 52 58 66 77 93 z 192 6 60 60 60 60 192 50 60 60 60 60 1 192 1 50 56 60 60 60 z 198 — --6-0 -60 -60 60 198 48 58 60 60 60 198 1 48 55 60 60 60 w 0 D 47 - 2 204 60 60 60 60 60 204 56 60 60 60 1 204 47 53. 60 60 60 < D 210 60 60 60 60 60 210 46 55 60 60 60 210 46 51 59 60 60 216 60 60 60 60 60 21b d4 _52 60 60 60 216 44 50 57 60 60 V) 222 60 1 60 1 60 60 60 222 43 52 60 60 60 222 43 49 56 60 60 228 59 60 60 60 60 228 d2 51 60 60 60 228 42 47 54 60 60 234 57 60 b0 60 60 234 41 49 60 60 60 234 41 46 53 60 60 240 56 1 60 1 60 60 60 240 d0 48 60 60 60 240 -40 45 51 60 60 0 246 -547-60-71b0 60 60 246 1 39 47 59160 60 246 39 44 50 59 60 V) 252 53 1 60 60 60 60 252 38 46 57 60 60 252 38 43 TA9 F V 60 C 258 1 60 60 258 37 45 56 60 60 258 37 42 1 48 1_56 60 C 264 51 1 57 60 60 60 264 36 44 55 60 60264 36 41 47 1 55 I 60 w1 270 49 1 56 60 60 60 270 36 43 53 0 6 270 36 40 46 53 60 !R E 2 to 276 48 1 54 60 60 60 VA 35 42 52 60 60 276 1 35 39 45 1 52 60 282 47 1 53 60 60 60 282 34 41 51 60 60 282 34, 38 44 51 60 .288 46 52 60 60 60 288 3 6 5� !LO 50 60 28B 33 38 1 43 50 60 39 33 37 1 42 49 59 2?4 45 51 58 60 60 294 47 60 1 60 1 294 300 145 50 57 60 60 300 1 32 1 3B 48 60 60 1 300 32 361 At 48 58 B 306 44 49 56 60 60 306 31 1 38 47 60 60 1 306 35 46 47 56 43 8 55 312 31 1 37 46 60 60 1 312 1 31 35 1 40 312 48 1 60 &0- 46 318 42 47 54 1 60 60 318 30 1 36 45 60 60 1 318 1 30 -3-4 T-39--45----54- — I 324 41 46 53 60 60 324 30 1 36 44 59 60 324 30 33 36 44 53 z §2 --S3-0 -2--T 3-5 --�4- 330 29 33� 37 44 52 3� 330 40 1 46 1 9 5 0 Z 5 336 29 34 43 57 60 336 9 336 40 1 45 6600 100 ---T4Z--2- 56 60 60 342 --39- 44 50 1 59 ih --34-2 28 34 2 28 A 348 38 1 43 49 1 58 60 348 - 3 41 55 1 60 348 - 31 35 41 50 A 354 38 42 49 57 60 354 33 -4f1--5-4-76-0 354 31 35 di 49 360 --36-0 --4-0---53 1-60 360 30 48 1 7 12 11 10 4 8 l 6 5 4 3 2 1 12 11 10 9 8 1 6 5 4 3 2 1 CONCRETE TABLES *rfREYcf t4l)(4Z., #pF H STRAP BRACKET W/TWO STRAP BRACKET W1 TWO 1/4" 5/16"ULTRACON CRETE-FLEX or 114"TAPCON 0874 SCREEN POURED CONCRETE SCREEN POURED CONCRETE SPANS (MIN 3515 PSI) SPANS (MIN 3350 PSI) `� UP TO UP TO ANCHOR SPACING fINCHES) ANCHOR SPACING(INCHES) (in) 24 � 22 20 IS 12 (in) 24 1 22 1 20 18 12 48 130 1130 130 130 130 48 130 1 130 1 130 130 1 130 G 54 130 1130 130 130 130 54 130 130 1 130 G 1�0 60 130 130 130 130 130 1 60 133 00 1 1 N3O 1 130 130 6 - 7 1 130 1 130 1 66 130 130 1 130 130 130 6 J30 130 Fnz 72 130 130 130 130 1 1301 72 130 130 1 130 130 :M10 'Y8___13_0_ 136 130 _T3_01 130 1 78 1 123 130 1 130 130 30 130 — -12-5 1-1 3_0 _ffQ_ 30 1 84 130 130 130 1 130 1 84 FTI_4 1 90 130 130 130 130 1 130 1 90 1 107 116 128 130 30 1 96 125 130 130 1301 130 96 1 100 109 120 130 130 F 1 102 118 128 130 130 130 102 94 103 113 iT5 YJ jq t* 108 1 ill 121 130 130 130 1 108 89 97 107 1 119 130 114 1051 115 1261 130 1301 114 84 92 101 1 112 130 2 ----1 109 _R_ 7107 0 100 1201 130 130 120 80 96 130 d 95 104114 127 130 126 95 04 126 76 83 91 1 102 130 z 132 91 1 99 109 121 130 (_ _132 _2�3 79 87 1 97 130 138 87 1 95 104 116 130 1 138 70 76 83 93 130 130 1 _0 30 131 I 0 1 30:30 1 30 144 83 91 1 IOD Ill 130 144 67 73 9 130 W E 150 8 87 1 96 107 130 160 64 77 85 128 1 E 156 77 84 1 92 103 130 156 62 67 74 1 82 123 162 74 _�L 99 162 59 119 1b8�1741 78 86 95 Hilo 1 168 57 62 69 76 11425 0 75 83 174 55 60 66 74 110 1 174 169 92 1 130 z > • 180 1 67 73 80 89 1 130 1 __180 53 58 64 71 107 :2 186 65 0 1 70 77 86.1 129 186 52 56 H-6269 103 is & k 5 192 60 66 1�6O 60 60 1 192 50 1 55 60 60 1 60 ce 0 7- D _f9_S 60 60 60 60 60 1 198 1 48 1 53 58 60 1 60 < D' 204 59 1 60 60 60 1 60 1 56 60 60 V) 210 57 60 60 1 60 1 60 210--1 46 1 50 55 60 1 60 216 56 60 60 1 60 1 60 1 216 44 1 48 53 59 1 60 222 54 59 60 1 60 1 60 1 222 43 L.A7 52 58 _L0_ w 228 53 57 60 1 60 1 60 1 228 42 1 46 51 56 60 0 —2-3-4— 56 60 60 1 60 1 234 41 1 45 49 55 60 0 —1-40 50 55 60 60 60 240 40 1 44 48 53 60 1/1 C 246 1 49 53 " 1 0 61 246 39 1 43 47 52 60 c _32—IS—110 252 38 42 46 1 51 60 2w 15F841 T47 258 37 41 45 1 50 60 < N_ N4 1-45 50 55 60 60 _4 L4_ 60 6' 60 6" 60 60 59 57 56 5 5 53 270 36 6 6 R 270 1 44 48 53 59 60 1 39 43 47 60 276 1 43 47 52 .58 60 276 35 1 38 42 46 60 282 43 1 46 51 _57__Z0_ 282 34 1 37 41 45 60 0 5..1-2 288 42 1 45 50 56 60 288 33 1 36 40 44 60 B 294 41 45 49 54 60 294 33 1 36 39 44 60 8 U _�_00 -TO_1_Z4__48-—53 60 300 32 1 35 38 43 60 z 306 39 1 43 47 52 60 30b31�?4 138 42 60 3 312 38 1 42 1 4-6-T-51 FZU 312 31 1 34 37 41 60 Zw -0 ,H! A 18 12 11 to 9 8 7 6 5 4 3 2 1 12 1 1 to 9 8 7 6 5 4 3 2 JEFFREYC FRI, F�l� -REINFORCED WITH MIN 4513AR 114 CONCRETE FILLED CELL Y4 CONCRETE FILLED BLOCK/CMU TABLE 3/9'Drop In 3/6 H 'LDT ANCHOR 4T POURED REINFORCED' 6097' POURED REINFORCED" SCREEN (MIN 3000 PSI) SCREEN POURED REINFORCED* SCREEN (MIN 3000 PSI) SPANS SPANS (MIN 3000 PSI) SPANS UP TO ANCHOR SPACING(INCHES) UP TO Ij ST, UP TO fit - I IS 1 16 1 14 1 12 1 10 (in) ANCHOR SPACING INCHES] SPACING -<45 ANCHOR ��,XA .4 R 24 20 1 16 12 10 130 130 130 130 1 130 18 16 14 1 12 1 1 ........ 48 130 130 1 130 130 130 54 130 130 130 30 130 48 130 130 13 130 1 130 Nq G 54 1301 130, 130 130 131 3�_ 0 54 130 130 1 1301 130 1 60 130 130 13-30 1301 130 ra G F—66 -1-30 130 1 130 1301 130 30 130 1 130 1 w d 60 130 1 130 1 130 130 130 60 30 130 1 ni; 66 1301 1301 1301 130 130 2 1 130 1 1 66 130 130 130 1301 1301 -7 1 0 1 0 L 72 130 1 1301 130 1 130 130 130 130 130 1 130 1 11 NO 72 120 130 130 130 130 78 130 1 1301 130 1 130 130 28. --123 F30 130 130 1 130- 78 111 125 130 130 130 - 1 , 1 84 130 130 1301 130 130 90 _F15-72-9 -1-30-f 130 1-130 84 103 116 130 130 1 130 3W u go 1 130 130 130 130 jj-3Q- F—96 108 121 130 130 1 130 90 96 1 108 123 1301 130 96 1130 130 130 130 130 10-2-7-01 114 130 130 130- 96 90 1 101 116 1301 130 r- t!.� F 102 129 130 130 1 130 108 96 108 123 130 1 130 102 85 1 95 109 127 130 108 122 130 130 130 111 30 114 91 102 MI 6- 130 1 130 108 80 1 90 1 103 120 130 ul F 114 116 -13-0 -13-0 130 1 130 120 1 86 97 111 129 1 130 114 76 1 115 1 97 114 130 120 110 130 130 130 1 130 126 1 82 92 105 123 1 130 120 72 81 93_ 108 130 126 105 126 130 .130 130 132 1 78 88 101Jit 7 11 11 3MO 126 69 77 f 88 103 123 - 132 00 120 130 130 130 138 75 84 96 2 132 65 74 1 84 98 11-8 138 96 IISI 130 1 130 130 -54- 72 81 --9-21 108 1 129 138 L3_ 70 1 80 94 113 raj 144 92 1 110 1 130 1 130 130150144 60 68 1 77 90 108 69 77 88 1 103 i 124 -- E 150 88 106 1 130-1 130 130 6 66 74 85 1 99 1 119 150--S8- 65 1 74 86 104 w E -- - 130 156 55 62 1 71 83 100 F- M 156 1 85 102 1727 1 1,30 162 64 72 82 96 1 115 0 w 162 1 81 98 1 122 1 130 lin 168 61 69 79 92 1 111 162 53 60 1 69 80 96 168 E 79 94 1 118 1 130 1301 174 59 67 51 58 �!! A�W m 4 0 LL _Z6 89 1 107 168 51 58 1 66 77 1 93 174 76 91 1 114 1 130 -130-1 180 57 65 74 ---66-1 16-3 174 74 89 z R w w 180 73 -88 110 1 130 130 186 55 62 71 f 83 1 100 180 48 1 54 1 62 1 72 86 -F 186 71 85 106 130 130 192 1 54 60 60 1 60 1 60 186 46 70 84 1- F 10 _39 w 192 60 60 60 60 60 5 5 60 60 1 58 ( D 198 60 60 60 60 60 198 1 52 60 -60 1 60 198 441 49 56 60 60 < 2 D 204 51 57 60 66 T 66 2 0 204 --iO----ZO--TO-- 60 60 210 1 49 .55 60 1 60 1 60 204- 42 1 48 54 60 60 0 as 210 60 760 60 60 60 210 41 1 46 1 53 60 60 216 -_10 j 60 — 216 1 48 54 60 T 60 1 60 --4LO 60 60 222 1 46 52 60 1 60 1 60 216 40 1 45 i 51 60 60 < 222 159 1 60 60 60 I-R-) 222 39 1 44 150 58 60 228- 58-F6-0 60 60 60 1 234 1 44 50 57 1 60 1 60 228 1 38 1 43 1 49 57 60 0 234 56 1 60 1 60 60 60 240 43 48 55 1 60 1 60 234 1'37 1 42 i 47 55 60 240 55 1 60 1 60 1 60 1 60 246 42 47 54 160 1 60 240 36 41 ! 46 54 60 C 246 1 54 1 60 1 60 1 60 1 60 252 41 46 53 1 60 1 60 246 35 40 1 45 53 1 60 C 252 52 1 60 1 60 1 60 1 60 258 40 45 51 1 60 1 60 252 1 34 39 1 44 51 1 60 1 c 1 1 258 51 60 50 1 60 1 60 1 60 264 39 44 50 1 59 1 60 258 33 38 43 50 60 5 264 0 690 60 1 60 il 60 264 1 33 1 37 42 1 49 59 270 38 43 7---T- 270 49 5 60 1 60 1 60- 276 37 42 48 1 56 1 60 270 32 1 36 41 �8 8 276 148 1 57 1 60 1 60 1 60 -T8-2 -*�7-_71---47-F-55 T 6-0 276 31 35 40 47 56 282 1 47 1 56 1 60 1 60 60 1 288 36 1 40 46 1 54 1 60 282 31 34 39 46 55 1 288 1 46 1 55 60 1 60 60 1 294 35 39 45 1 53 160 1 288 30 34 39 45 54 B 294 45 1 54 1 60 1 60 60 1 300 34 39 44 1 52 1 60 294 29 33 38 44 53u 300 44 53 60 160 60300 29 32 37 43 52 08 306 34 38 43 1 51 1 60 1 t��a M 306 60 60 60 312 33 37 __!Iq_l 50 60 306 28 32 36 42 1 51 -- ,gi 3: 312 42 51 _60 60 60 318 �,E 1 49 1 58 312 - 31 36 42 50 z 2 32 37 42 g�� 318 1 - 31 35 41 49 N:E t� 318 42 1 so 0 60 7fl-l-W-1 57 - 3r 324 41 1 49 60 60 60 324 30 34 40 48 ce 330 40 1 48 60 60 -6-0-1 330 31 35 40 1 47 1 56 330 29 1 34 --39--T7- as 336 31 35 39 f 46 155 336 39 1 47 59 --60- 60 1 1 342 1 30 1 34-1 39 1 45 1 54 j 36 29 1 33.. 39 46 A 1 342 39 1 46 58 60 60 1 348 1 30 1 33 E38 I 4=4 .53 349 28 1 32 38 45 A 1 348 1 38 46 57 60 1 60 1 354 29 33 37 1 44 1 52 348 - 1 32 37 45 354 i 37 45 Sb b0 60 360 24 32 37 d3 S21354 - 1 31 37 44 9 360 1 .37 1 ---36-0 - 1 31 11�6M4 12 11 10 9 8 t 6 5 4 3 2 1 12 11 10 9 8 7 6 5 4 3 21 JEFfRkP C.FR41TJt'RIA CONCRETE FILLED BLOCK/CMU TABLE 'REINFORCED WITH MIN 45 BAR IN CONCRETE FILLED CELL ..•••'I�.:,.., p ,,; H I 5/16'ULTRACON STR7�P BI�ACKETWTTFfO lQ •F SCREEN POURED REINFORCED' 5/I6 ULTR No.b691� SPANS (MIN 3515 PSIJ SCREEN POURED REINFORCED' UP TO ANCHOR SPACING INCHES SPANS (MIN 300D PSI) J `�.°° 'r'p SOF (in) 18 16 14 12 10 j UP ANCHOR SPACING INCHES 48 130 130 130 130 130 24 22 20 18 12 54 130 130 130 130 130 48 130 130 130 1301 130 nnT� G 60 130 130 130 130 130 54 130 130 130 1 130 1130 G 66 1 130 130 130 130 130 60 130 130 130 130 i 130 a, 72 1 130 130 130 130 130 66 130 130 130 130 1130 78 1_120 130 130 j 130 130 72 130 130 130 1 130 1 130 r� 84 1 111 130 1301 130 130 78 123 130 1301 1301 130 �"• 90 104 130 130 1 130 1 130 84 114 125 130 130 1 130 u 96 98 1 125 1301, 30 1 130 90 107 116 128 130 1 30 i 102 92 118 130 1 130 130 96 100 109 120 130 1130 F.- == F 108 87 1 1 1 1130 130 130 102 94 103 113 125 130 I VJ 114 82 106 1130 l� 130 108 89 97 107 119 1 130 1 �/a 120 78 100 130 130 1 130 114 84 92 101 112 1130 I� I 120 80 87 96 107 130 _126 74 96 130 130 130 � U 132 1 71 91 128 130 130 1 126 76 83 91 102 1130 Z 9i 138 68 87 122 130 130 1 132 73 79 87 97 1 130 — 144 65 84 117 130 130 138 70 76 83 93 1 130 N 150 1 62 80 112 130 130 144 67 73 80 89 1 130 E UJ _ 156 1 60 77 108 130 130 150 64 70 77 85 128 � E 162 58_ 74 104_l 130 130 156 62 67_ 74 82 i 123 1 C 168 56 72 100 1 125 130 162 59 65 71 79 119 S 174 54 69 i 97 121 130 168 57 62 69 76 1114 0 14 o 18052 67 194 117 130 174 55 60 66 74 110 w _ 186 50 i 65 1 91 1 113 130 180 53 58 64 1 71 i 107 Z u ? z 192 49 160 1 60 60 60 186 52 56 62 69 1103 d 198 47 60 60 60 60 192 50 55 60 67 1 100 1N 0 n < z D 204 46 _59 60 60 60 198 48 53 58 65 I.97 Q m V z D _210 45 557 1 60 60 60 204 47 51 56 63 1 94 ° 3 216 43 56 1 60 60 1 60 210 46 50 55 61 91 N 1 222 42 54 1 60 60 1 60 216 44 48 53 59 1 89 228 41 53 60 60 1 60 222 43 47 52 58 1 86 r, 234 40 51 60 60 1 60 228 42 46 51 56 84 234 41 45 49 55 182 0 0 I 240 39 50 60 60 160 F C 246 f 38 49 _60 60 60 240 40 44 48 53 180 1-2527 7 48 60 60 60 246 39 43 47 52 1 78 C 258 1 36 . 4760 60 60 252 38 42 46 51 76 w o 264 1 35 46 60 60 j 60 258 37 41 45 50 174 ¢ a 5 W 270 35 45 60 60 1 60 264 36 40 44 48 I 73 p "o z 276 1 34 44 60 60 1 60 270 36 39 43 1 47 1 71 €z 282 1 33 43 60 60 60 276 35 38 42 46 70 o 288 33 42 59 60 1 60 282 34 37 41 1 45 i 68 p a 294 32 41 57 60 I 60 288 33 36 40 44 1 67 = =3=m B 8 300 31 40 56 60 60 294 33 36 39 44 165 U 306 31 39 55 60 60 300 32 35 38 43 1 64 .V z 312 30 1 39 54 60 60 306 31 34 38 42 63 s 3 S 318 29 1 38 53 60 60 312 31 34 37 41 162 Z o 9 324 29 1 37 52 1 60 60 3 330 28 36 1 51 1 60 60 336 36 1 50 1 60 60 A f_342 _ 35 49 60 60 348 35 4 1 0 60 ^O A 354 I 34 48 59 60 360 33 47 59 60 LJ 12 11 10 9 8 / 6 5 4 3 2 1 12 11 to 9 8 7 6 5 4 3 2 1 JEFFREY F 7f.tiTIP.1aill"', GROUT FILLED BLOCK/CMU TABLES F EV�.... H 1/, 3/6'Drop In 1/4"Drop In SCREEN GROUT FILLED CELLS SCREEN SCREEN GROUT FILLED CELLS GROUT FILLED CE SPANS SPANS SPANS E UP To UP TO UP To (ini cl (INCHES 1 (in) ANCHOR SPACING(INCHES) ANCHOR SPACING(INCHES I I 'Alt OF n) 24 1 20 1 16 12 1 10 18 16 1 14 12 1 10 -12 8 6 4 - QR 1, 130 I 1 01 130 48 130 130 130 130! 130 1 48 1 130 1301 130 130 1 MY 54 1301 130 130 130 1 130 54 130 130 130 130.1130 1 54 130 I-j-3(L 1 60 1301 130 1 130 1301 130 60 130 130 130 130 1 1301 60114 ]30 130 130 1 130 G 66 13D 1 30 1 130 130 1 13 66 130 130 130 130 1 1301 466 104 1 24 1 130 130 1 130 u G '- 72 1 130 130 130 130 1 130 72 i21 130 72 130 130 130 1 95 114 1 130 130 130 FE r8 1-130 130 130 130 130 78 TI-2 -12-6 -1-30- 130 1 130 78 1 88 105 1 130 1130 1 130 84 81 98 122 1 1301 130 1 84 1 130 30 130 73-0 130 84 104 1 117 130 130 1 130 1 90 76 91 114 90 130 30 130 130 130 90 97 109 125 130 1 130 130 1 130 1 96 125 130 130 1 130 130 96 91 102 117 1301 130 1 96 71 8 130 130 - --A6-_j-0L 1 102 1301 i-30- 130 -Tfo- 11 102 67 118 130 1 1 85 96 128 1 130 80 101 130 130 0,. F 108 111 1301 130 1 130 130 1 108 81 -4-1 1-0-4 121 130 1 108 63 76 95 127 1 130 1 114 105 1 126 1 130 1 130 130 1 114 76 86 98 115 1 130 1 114 60 72 90 120 1 130 120 100 1 120 Of 130 130 1 73 82 93 109 130 1 1 120 57 68 86 114 1 130 130 ; 130 130 1 126 95 1 114 1 126 69 78 89 104 125 1 126 54 65 81 109 130 u T32 91 i09 13D! 13p 130 132 66 1 74 85 99 119 132 52 62 78 104 1 130 z oe a! 138 V 1 1041 1301 130 130 1 138 1 63 71 81 95 1114 138 50 59 74 99 1130 144 83 100 1251 130 130 144 _1_61 68 8 o _Aq_ 57 71 95 130 150 80 96 120 1 130' 130 —156- ---65- 8- 109 95- LAL 46 -35-- 6 91 1 130 W m 130 E 156 1 77 92 156 56 63 72 84 101 1 156 4-4 53 -66 88 130 E - 162 74 —99— Ill 1 130 1 130 162 1 54 61 69 1 81 1 97 162 --42- 51 —63— 84 1 127 1d8 Zl Bb 07 7- 130- 7—136- 168 1 52 58 67 1 78 1 93 1b8 41 49 61 81 1 122 174 69_ 63 103 1130174-T 50 56 64 75 90 I 174 1 39 47 59 -7-9-r 11-8 Q E 180 67 80 100 1 130 1 130 1 180 1 48 55 62 73 87 180 1 38 46 57 76 i 114 b F0 r. 186 65 1 77 97 j 1291 !30186 47 86 3744 55 -f4 1-110 7 192 60 1 60 1 6060 1 60 192 145 51 58 60 60 192 36 43 53 60 1 601 !z 0 198 61 60 1 60 60 1 60 198 1 44 50 57 60 60 1 198 35 41 -T2- 60 1 60 1 (X 0 20-4 59 60 1 60 1 60 t 60 204 1 43 48 55 60 60 204 34 40 SD 60 1 60 < D 210 57 60 1-W 1-60 1 60 --21-0-T 4-2 47 53 60 60 1 210 33 1 39 49 60 1 60 216 56 60 160 160 1 60 216 1 40 45 52 60 60 1 916 32 1 38 48 60 1 60 trJ 222 54 -1 60 1 60 60 1 222 46 1 60 1 44 51 59 60 31 37 60 228 53 60 1 60 1 60 60 228 38 43 49 5—7_1.60 E-108--30 36 45 60 1 60 234 51 i 60 1 60 1 60 60 234 --37--42---Za- 56- 6-6 1 234 29 35 44 58 1 60 u 240 50 60 1 60 160 60 1 240 36 --T1---77--&5 1-60 1 240 29 1 34 --43--5-7-T 6-0 0 0 246 49 59 1 60 i 60 60 1 246 35--40--76 5 246 28 33 42 56 60 4 33 41 54 60 V) C C 252 48 57 60 160 60 1 252 35 39 1 44 62 1 665 252 - 258 47 56 1 0 60 258 34 38 43 51 1 60 258 32 40 1 53 60 LLJ 264 45 55 60 60 60 264 33 37 42 50 1 59 264 31 1 3V 1 52 60 35 39 34 38 33 37 -17-0 32 270 30 1 38 270 44 3 60 36 42 48 1 58 t; 276 43 52 HCO 60 276 32136 -41--47-F 5-7 276 30 37 50 60 7 282 43 51 1 60 60 60 282 31 35 40 46 i 56 282 29 36 4 288 42 SO 1 60 60 60 288 30 34 39 45 55 288 29 36 48 60 0 30 3 47 60 294 41 49 1 60 60 1 60 294 30 33 38 44 1 53 !le a 300 40- 48 1 60 60 60 300 29 33 1 37 1 44 152 300 34 46 60 ts 3 '0 U 306 59 59 60 60 306 28 32 1 37 1 43 51 306 34 45 60 312 37 P 33 44 60 m 3V t8 60 312 31 36 1 42 50 312 318 38 45 5:7 60 Z 318 11 -Tbl 31 35 1 41 1 49 318 1 32 43 60 Z -&2-4----5'7-- 44 1 56 60 60 1 324 30 35 40 1 48 324 32 42 60 330 -36-_14 1 55 -60--30-1 330 30 34 40 1 4 330 31 41 60 Ci 336 36 43 154 60 60 1 336 251 33 39 4 7 336 31 41 60 342 35 1 42 1 63 1 60 1 60 1 342 29 33 38 1 46 342 30 40 i 60 A 348 34 1 41 1 52 1 60 1 60 1 348 28 32 38 1 45 348 29 39 1 59 A 354 134 1-41 151 60 1 60 1 757774T -35-4 29 3' '8 - 1 31 360 1 360 1 33 1 40 150 1 60 1 60 1 W -3-6 T 4-4 29 11=38� 5=7 2 12 11 10 9 8 7 6 5 4 3 2 1 to 9 8 7 6 5 4 3 2 1 i AFFREYRww"kV.1,11", c GROUT FILLED BLOCK/CMU TABLES . ....... 3/8"THREADED ROUPANELMATE INSERTS 1 1/4"PANELMATE FEMALE 1/4"PANELMATE MALE Fj H EPDXY SCREEN GROUT FILLED CELLS SCREEN GROUT FILLED CELLS SCREEN GROUT FILLED CELLS 4 SCREENSPANS SPANS SPANS SPANS GROUT FILLED CELLS UP TO UP TO UP TO ANCHOR SPACING UP TO (in) ANCHOR SPACING (in) ANCHOR SPACING INCHES (INCHES) G(IN HES I (in) or 12 1 10 1 8 6 4 .,e (in) ANCHOR SPACING(INCHES) 12 10 1 8 1 6 4 12 & 1 4 130 1 130 1 0 130 48 130 1 130 1 130 130 130 48 130 130 130 ........ 18 1 16 14 1 12 8 117 1 130 1 130 1 130 130 54 117 130 130 1301 130 �0 54 i 130 1 130 1 130 130 130 54 Lk'011111"' 48 130 1 0 130 1 1301 130 1 111w0% G 54 IE30 130 1301 130 130 1 60 1 1301 1301 130 130 130 �6j 1051 126 _L30 1 130 130 60 109 130 130 130 30 G 1 0 — 30 1 130 1 66 115 130 130 130 66 99 119 130 130 130 66 1 1 130 130 130 60 13 130 130 1 130 130 1 1 0 -130 jqQ 30 1 130 130 130 130 72 88 1 105 130 130 130 1 72 1 109 130 130 66 3_ _L30 1301 130 30 84 1 119 1 130 130 130, 130, 84 75 90 113 1301 1301 84 73 94 1 117 130 130 I I "1 78 78 84 72 30 130 1130 130 130 78 1 128 1 130 1 130 .130 130 81 1 97 121 130 1301 101 126 30 130 ceW 78 1 121 1301 130 130 130 — 84 112 126 1 130 130 130 130 1 130 130 90 7 4 105 130 130 1 90 73 87 1 130 90 105 118 130 -F30-73-0 ;2 1 iii 1 1 N05 130 130 130 96 66 79 1 99 130 130 1 96 68 82 102 130 130 96 98 111 126 130 130 10,2 130 1 130 130 102 62 74 1 93 124 1 130 102 64 77 76 128 130 11 108 -TF--7 102 16 1 i 130 1 130 130 F F -93--10-4 -Tf9--130 130 T3 1§1 5 85 117 1 130 In 73 91 121 1 130 108 87 98 112 130 130 30 130 114 55 6 83 1117 130 114 57 69 1 86 115 1 130 (n 114 93--473---1-06-_124 30 120 83 i 100 125 1 130 130 120 1 53 63 79 105 1 130 120 55 66 i 82 109 0 LL_- - 120 -7-9-89--Tffl- 118 1 130 126 1 79 ! 95 119 1 130 130 126 1 50 60 75 100 1 130 126 52 62 1 78 104 1 130 132 1 76 1 91 114 1 132 1 48 57 72 96 1 130 132 50 60 1 74. 99 1-L30 d 126 5 4 �l 2�i-13 0 1 138 1 73 1 87 '22 — -1 130 q! 132 1 71 95 72 80 92 1 107 1 130 109 i,30 1 Q0 118 1 41- 55 69 91 1 130 138 47 57 z > 138 1 68 30 1 144 1 70 L_§3 104 130 1 130 -T4-4 1-44 53 66 88 1 130 144 46 55 68 91 1 130 144 1 66 _!6.7 1 80 IOD 130 130 150 1 42 50 63 84 126 150 44 52 66 87 130 E 150 1 63 71 1 81 1 94 j 130 1 64 n__�6 12B _130 156 1 40 61 81 1 121 156 42 50 63 84 T26 162 62 74 93 124 130-1 162 1 39 47 58 78 1 117 162 40 49 61 81 121 156 61 68 1 78 91 1 130 1 168 60 71 89 119 1301 168 1 38 45 56 7 168 39 47 59 78 117 V) 1 162 58 1 66 75 87 f 1301 _75L113 174 58 69 1 86 115 130 1 174 13b 44 -34- 73--T 10-9 -77-4 38 45 56 75 -113 0 180 56 67 83 111 1 130 1 180 1 35 42 53 76 1 1-05 180 36 44 55 73 109 0 1 168 56 ! 63 72 84 1 126 1 174 54 1 61 70 81 1 122 1 ISO 52 1 59 67 79 1 118 186 54 65 81 108 1 130 1 186 1 34 41 51 68 102 186 35 42 53 70 106 z 1!2 52 60 60 60 60 192 33 39 49 60 60 11?2 1 34 41 51 60 60 1 186 51 1 57 65 76 1 114 1 33 40 50 60 60 t-- 192 49 63 60 1 60 198 51 60 60 198 32 38 48 60 60 198 w X 0 48 co 201f----59--'- 60 60 204 31 37 46 60 60 204 32 39 60 60 a D 198 —48 1 54 60 60 1 60 49 —— 60 < z D 204 210 48 57 60 _60 60 210 1 3 36 45 1 60 60 210 31 37 47 60 60 1 46 52 59 60 60 210 1 45 1 T58 660 j 60 216 46 56 60 60 60 1 216 1 29 35 44 1 58 60 216 30 ---36- 46 60 60 V) 216 1 44 W 6 60 1 222 1 45 54 60 60 60 222 1 28 34 43 1 57 60 1 222 3D 35 44 59 60 u 222 43 48 1 55 1 60 1 60 1 228 1 44 53 60 60 6 �228 - 33 42 1 55 60 228 .29 34 J-Z 57 66 15 tz 228 41 47 ! 53 1..60 60; 234 1 43 51 60 60 60 34 1 - 32 40 54 60 234 28 34 1 42 56 60 w 1 234 _40 45 1 52 1 60 609d 240 42 50 60 60 1 240 1 32 39 53 60 240_ - 33 41 55 60 0 i 240 39 1 44 1 51 1 � -- -14-1 Al 49 60 615K00-- 0 24-6-[ --d'l--TB- 51 60 1 246 32 40 53 60 ;--tcLEF-40-1 252 1 40 4B 60 6-0 1-20- 252 1 30 38 60 0 1 C 246 38 1 43 1 49 58 1 C 60 _50 60 252 31 39 1 52 252 37 1 42 48 1 56 1 60 1 258 1 39 47 58 60 1 60 1 258 29 37 49 1 60 258 30 51 60 264 1 57 1 60 1 60 1 264 1 -N— 30 37 50 1 60 — 1 36 264 25-8 47 J 55 1 60 1 270 37 44 56 1 60 1 60 1 270 1 1 35 47 1 60 270 29 36 49 60 <50. 264 46 1 54 1 60 1 m 270 45 1 52 1 60 1 276 36 44 54 1 60 1 60 1 1 276 1 1 34 46 1 60 276 28 36 47 60 1.4 15 1 276 34 1 38 44 1 .3561 60 282 1 34 45 1 T0- 282 - 35 1 46 66 0288 T35 142 52 I b0 60 1 288 1 1 33 44 1 60 288 - 34 46 60 1 282 33 1 38 1 1 288 274 1 34 1 41 51 1 60 60 1 244 1 1 32 1 43 60 294 - 33 45 60 (3 1 33 37 42 149 60 300 1 33 1 40 50 60 60 300 33 144 60 B 1 294 1 32 3-6---�-] F 48 32 1 42 1 60 1 300 60 lu B 300 1 31 35 40 1 47 60 306 1 33 1 39 49 60 60 306 31 41 60 306 43 60 1 306 31 35 1 40 1 46 60 312 1 32 1 38 48 6 60 312 30 40 60 1 312 32 1 42 60 7 5 8 6 6 5 4 C0 2 I 86 92 1 30 130 1 P12430 11 7 1 1 30 111 1 30 10. 1.0 5 3 too 1 1 30 $1 4 1 1 1 30 9 8 1 98 204 2 1 0 2 6 222 228 234 240 246 252 312 30 i 34 39 1 T5 -60- 318 31 1 38 47 60 60 30 40 60 318 - 31 1 60 318 30 1 33 138 t 45 60 1 - 324 31 137 146--TQ---60- 324 1 29 39 .58 324 - - 30 40 60 i 324 29 133 1 37 1 44 60 330 30 1 36 45 60 60 1 330 1 29 38 57 330 - - 30 40 60 3: 6 —3 29 1 32 37 4q 60 -'S3—6 30 1 36 1 45 60 60 28 38 336 - - 29 59 30 37 5 342 - - --f9- 328 -S7-- 8 2 1 T 1 336 36 0 342 29 35 1 44 60 1 60 — �48 36 54 348 ---2-8-738 56 A A 1 342 - 31 35 34e� 29 1 8 35 1 1 1 - 31 35 41, 354 2:8 �31 1 42 1 57 1 60 4 36 1 63 4 28:J:��37 5�6:�] 348 6 40 1 LO 360 - 41) 1 54 I 40 1 22 54 30 3 H ivi gAO 1 30 34 =39 59 12 11 10 9 8 7 6 5 4 3 2 1 12 11 10 9 8 7 6 5 4 3 2 JEFFREYF C. 1 R.6," O GROUT FILLED BLOCK/CMU TABLES i�ci -ST C -F-5/16'ULTRACON I 1P4'TAPCON STRAP BRACKET�ACKEF W7 TWc ____--jaLULTR ON� 1/4!'CRETE-FLEX or I 1,V' GROUT FILLED C TAP ON 0'9".' SCREEN SCREEN ELLS SCREEN as ' SPANS GROUT FILLED BLOCK SPANS GROUT FILLED CELLS SCREEN *Cff., UP TO UP TO SPANS GROUT FILLED CELLS (in) -A-N-UH—ORSPACING IINCHFS) (in) ANCHOR - I N—G 'CE S-) SPANS .Fti INCHES UP TO SO 18 i 16 14 1 12 1 10 12 1 10 1 a 1 6 (in) ANCHOR SPACING fINCHES l I UP TO 48 1301 130 1301 130 130 48 115 1301 130 1301 130 16 14 12 1 10 a (in) ANCHOR SPACING,(INCHES) P 54 - -T3-0-1 130 16 14 12 1 10 1 a 129 1 130 1 1301 130 130 54 102 123 130 130 130 48 130 1�-Q 1-1-30-! 48 130 130 130 1301 130 1161 130! 1301 130 1 60 92 110 130 130 30 54 1 130 1301 130 1 1301 G -AO-- 64 130 130 130 13 1301 66 _ 105 127 1 130 130 130 -66 84 100 125 130 130 60 130 130 130 1.30 1 130 1 - 120 130 131) 130 30 1 66 130 130 130 130 1 1301 Q _�3 130 72 _ 2ZLi I 6_L 130 1 130 72 77 92 115 130 130. 66 109 0 1301 78 89 ! 107 1 130 .130 1 130 78 1 71 8 106 130 130 72 1301 130 130 1301 130 1 72 1 100 1141 1 GE 11 84 83 1 99 1 124 130 1 130 84 1 66 79 99 130 130 78 7-23—130 130 130 130 90 -77 1 93-1 116 130 130 90 I bl 1 74 1 92 123 130 __ 84 114 1 129 130 130 130 1 78 1 92 105 1 123 130 130 - --- — 84 86 6., 96 73 1 87 1 109 1301 130 96 1 58 1 69 86 1 115 130 90 107 FI 20 130 130 98 1 11 no T i3o ' 130 80 91 1 107 1 128 1 130 102 68 1 82 1 102 130 13 102 1 54 1 65 1 81 1 108 130 96 100 1 113 1 129 130 130 90 120 1 130 108 64 77 1 97 1 129 130 08 511 6 130 96 75 86 1 100 ? 1 77 1 102 130 1 102 ?4 1 106 121 130 - - ... 0 71 81 1 94 113 130 F 102 F F.-I 14 61 73 1 92 1 122 130 114 48 1 58 73 1 97 130 1 108 89 1 100 114 130 130 76 89 107 130 1 --f-LI87 116 30 0 46 1 108 67 f2d 8 0 --I�L_ 1 114 84 1 95 108 126 55 66 1 83 110 130 126 44 53 66 1 88 IWO 1 120 80 90 103 120 130 1 114 63 72 84 101_ 126_ 1 120 60 69 80 96 120 u 132 53 .63 79 105 27 132 42 50 63 1 84 125 1 126 76 1 86 98 1 114 130 126 57 65 76 91 1 114 10 Of 1 121 138 1 50 61 _76- 1 138 40 48 60 1 80 120 1 132 1 73 1 82 94 109 130 -T-�-Y 73 87 Z -�04- 132 5 - 6 109 144 48 58 73 97 1 116 144 38 46 58 1 77 115 138 1 89 104 130 93 1 111 ISO 37 44 55 1 74 110 144 1 LO C) vi 150 46 56 70 67 1 Z72 86 100 130 138 52 60 70 83 104 156 5 54 67 1.04 156 35 42 53 71 106 150 1 64 1 72 82 96 130 144 1 50 57 67 80 100 LU E 9 55 64 77 1 E 112- 43- 52 ,4 86 162 34 41 51 68 102 1 156 L2 9 &791 92 130150 48 -26 ru 59 76 9 156 4b— 53 62 74 1 92uy- 1 66 99 51 �q 168 41 50 62 83 1 99 1 1-6 a --:�Tl--�9 i6i L67 130 a 162 44 51 71 :D 174 -To- 48 1 60 1 80 96 1 F-I 7-4 32 F884 95 73 1 86 129 T68 43 49 57 69 86 1 180 39 46 i 58 1 77 93 1 1 ISO 31 37 1 46 61 92 1 174 1 55 1 62 71 1 83 124 () 0 m 180 53 60 80 174 41 47 55 66 83 z 69 120 P 73 7 0 67 64 -1-6-6--37- 45 56 1 75 90 186 30 1 36 1 45 59 89 -- B 180 1 40 46 53 64 80 192 1 36 44 54 1 60 60 192 1 29 1 35 ) 43 58 86 186 52 58 66 1 77 116 - it 198 1 35 1 42 53 60 60 198 28 33 1 42 56 60 192 186 1, 39 44 52 62 �7-- j5 0Z 50 1 56 60 1 60 60 x 2 192 38 F-T--36—--66- 60 < CD D 204 1 34 --9-0--6CF 204 32 41�15 4 60 We 48 1 55 60 1 60 60 4 198 36 42 48 58 60 D 210 1 33 40 -50- 210 32 3? 55337- 60 204 47 1 53 60 60 1 60 3�- 51 8 37 50 6 --I�' ---I- 216 32 39 48 60 1 60 216 31 -66- 210 46 1 51 59 1 60 1 60 204 35 40 47 56 60 0 216 60 6 1 222 31 38 47 60 1 60 E222 - 30 60 �4f5O 57 210 34 39 46 1 55 60 211 3 3B 1 44 1 53 60 228 31 37 46 60 1 60 228 - 29 36 48 60 222 43 1 49 56 1 60 60 — 1 32 37 1 43 52 60 1 234 30 36 45 59 1 60 1 234 - 28 35 1 47 60 228 42 t 47 54 1 60 60 -— I LY 240 29 35 44 58 240 - 35 1 46 60 234 41 1 46 -53-T-- 228 �3? 36 1 42 51 60 0 60 -- 154 1 35 1 41 49 60 246 28 34 42 1 57 1 60 -146 - 34 1 45 60 240 40 1 45 51 1 60 60 240 30 34 40 48 60 vi C 252 - 33 --4-1-1 55 1 60 252 246 39 1 44 50 1 59 60 --246 29 33--39 47• 59 1 C 258 1 1 32 40 1 54 1 60 1 -258 60 252 38 1 43 49 1 57 252 29 33 38 46 264 1 32.1 40 153 60 1 264 -31 1 42 60 --EB 37 142 48 1 56 60 57 2:�.!3 71 1-41 -90- �64 258 2$ 32 37 45 56 270 1 1 31 1 39 1 52 60 1 270 -.qL 1 55 60 30 1 40 �0- 270 3A 1-140- 46 � 53 60 264 1 31 136 44 1 55 2Y6- 1 30 38 1 50 60 1 276 V=F-a 0. 1 30 37 1 49 59 1 202 60 29 1 3 276 35 39 1 45 52 270 30 1 36 1 43 1 53 9 -- 30 1 35 1 42 1 52 0. 288 276 8 288 29 1 38 58 282 34 138 44 51 60 .R i;; 1 294 28 36 47 57 294 28 1 38 56 288 33 1 38 43 1 SO 60 282 29 34 41 51 a S2 --TT- 8 300 - 35 46 56 300 - 137 55 294 33 1 37 4 49 60 288 29 33 40 501 49 u � - B 244 2$ e V 306 34 45 55 3 6 1 36 54 300 32 1 36 41 1 48 60 300 1 - 1 L 39 32 38 1 AA 0 312 33 -�45-�54 312 1 35 53 306 31 35 - z 318 33 1 44 1 53 318 1 35 52 312 31 35 40 46 60306 - i 31 38 47 312 324 1 32 1 43 1 52 324 - 1 34 1 51 330 1 32 1 42 1 51 330 - 1 1 33- 50 336 1 31 133 49 342 31 41 1�49 1 342 1 - 32 48 A 348 0 40 1 48 3481 A 354 29 39 47 354 1 - 1 31 47 360 1 - 1 29 1 39 46 360 1 - I 1 1 31 1 46 23 12 11 to 9 8 I 6 5 4 3 2 1 12 11 to 9 8 7 6 5 4 3 2 JEFFRE Q A I Aus+"'I HOLLOW BLOCK TABLES -CP —LME I � EI /4"PANELMATEFEI NS H 114"PANELMATE MALE SCREEN SCREEN SCREEN HOLLOW BLOCK HOLLOW BLOCKHOLLOW BLOCK SPANS SPANS SPANS SJ r UP TO UP TO UP TO ANCHOR SPACING INCHES J (in) ESANCHOR SPACING INCHES lin) ANCHOR SPACING INCHES i 12 10 1 8 6 1 4 12T 10 8 1 6 4 12 10 1 8 6 1 4 1 A 130 130 F-]:�6-1-1-3017-30 48 1 125 130 130 1 130 130 1 48 25 130 130 130 130 1 1 NA! w, I'll 130 1 ISO 54 111 130 -F- 73-0 7-3-0-1 54 130 130 130 130 1 130 30 54 111 130 130 G 62 13Q 130 f 130 130 130 1 100 120 1301 130 130 1 60 1 100 120 130 130 130 1 6d 1 130 22 -1--f- W-130 130 130 130 1301 66 91 109 130 1 130 130 66 1 9 1 og Jo T3 g 72 1 130 130 1 130 130 1301 72 1 83 10-0 125 1 130 130 1 E�83 100 125 130 1301 78 1 123 130 130 130 1 130 1 78 77 92 115 1 130 130 1 78 1 77 '92 115 130 130 1 1 84 1 114 130 1 130 130 1 30 84 71 86 107.1 130 130 1 84 1 71 86 101 130 130 F 9-0 FfbT T2-61-1-36 130 130 90 67 80 1001 130 130 1 90 1 67 80 100 130 130 1 96 1 100 120 1 130 130 130 96 63 75 =4 T2-5 130 96 63 1 75 94 1 125 130 102 1 74 1131130 130 130 71 88 ! IIS 130 10 59 88 118 130 1 30 130 30 2 71 130 1 0 F 10-8 1 89 -107 1-130 73-0 130 108 56 -7"7--8-3 7-111 130 1 108 56 1 83 1 130 5--' t- — 6113 1 0 (n 1_�1148�4 101 1 126 130 130 114 53 63 79 1 105 130 1 114 S3 1 63 79 1 1 130 1 120 1 80 96 1 120 1 130 130 1 120 50 60 75 100 1 130 12-0 50 1 60 00 130 1 4 126 48 ]57 71 95 1 130 -L'-4- 1 126 76 91 11 130 130 1 26 1 48 1 57 1 71 5 -AOJ u J, 45 1 130 132 1 45 55 1 68 191 1 130 1 z en 1�2 73 87 109 1 130 36 132 55 68 91 I 736 70 1 83 104 1 130 1 130 t 138 _43 52 65 7 1 3" 13 43 52 65 8 130 138 1 50 1 144 f 67 1 80 1 100 130 f 130 144 42 50 63 kA83- 125 1 144 42 50 1 63 125 -Ts-0 a I V) 160 64 77 ! 96 1 128 1 130 1 40 48 60 1 80 120 15D 40 48 6D 120 w E 156 1 62 174 1 42 1 123 1 130 156 38 46 58 77 115 Hl 6 38 46 58 1 77 115 1 E 162 59 71 1 BY 119 162 37 44 56 74 111 F 16-2 --37- -44 56 74 111 1 168 57 69 j 86 114 1 130 1 168 36 43 54 71 107 1 168 36 42 54 71 107 1 174 55 66 83 1111 no 11 11 13,no 174 34 41 52 69 103 174 1 34 4 52 69 103 1 180 53, 64 --60- 107 f-136 180 33 40 50 67 100 180 1 33 1 40 50 67 1 100 1 Z =d . 6 = -��2- 62 77 103 130 1 1 186 32 39 48 65 97 186 1 32 1 39 a 5 3: -60 CZ 0 172 50 60 60 60 1 192 31 38 47 60 SO 192 1 31 1 38 47 60 F- 19 48 58 60--E0- 60 1 1 148 30 36 45 60 60 198 1 30 1 36 45 -6-0-T 6-0 D 204 1 47 56 _60 60 60 204 1 29 35 1 44 59 60 204 1 29 1 35 44 59 < 2 1 1 60 D 0 0 6 210 60 210 1 29 34 43 57 60 210 1 29 1 34 43 57 1 60 3: 0 -ilfi 1 44 53 216 28 33 1 216 1 28 1 33 60 42 56 1 60 1 42 56 1 60 Ri :02 1 43 1 52 -- -- 60 222 - 32 41 54 60 1 222 1 - 1 32 41 54 1 60 84 1 51 60 60 1 60 1 228 �2 1 32 39 53 60 228 32 39 63 60 234 31 38 51 60 :2 234 1 41 i 49 60 60 1 60 234 - 31 38 51 60 --�O---�8--go- 60 240 3-0 —3 0 240 1] 1 48 60 60 1 60 240 - 8 50 60 246 1 39 47 59 60 1 60 1 246 - 29 37 49 60 246 29 37 49 60 0 5 38� --0--�6--4—s -To— 252 29 36 48 60 1 C C 2 2 , 46 �57 60 60 1 252 - I 1 258 37 1 45 1 56I 60 60 a 258 28 35 1 47 60 1 258 28 35 47 60 - -- a w 264 36 1 44 1 55 1 60 60 TQ 264 - 34 1 45 264 - 34 45 60 Lu 3 5 @3 270 36 t 43-t53 1 60 60 i 270 33 1 44 60 1 270 33 44 60 p = S t;V 276 35 142 1 52 1 60 -60 7 276 33 1 43 -60-[ 276 33 43 60 -28-2- 41 51-- -F6-0 --Z-0-1 282 32 43 60 282 32 1 43 1 60 288 3q� 40 1 50 1 60 60 1 288 31 1 42 60- 288 T— 31 1 42 1 60 1 a EW 33 1 39 1 49 1 60 60 294 274 31 1 41 60 294 1 31 1 41 60 1 z.5 B 300 32 1 38 1 48 1 60 60 1 300 30 1 40 60 3006 a 30 40 60 1 u 306 31 1 38 47 60 60 306 29 1 39 59 30d 29 39 59 1 312 31 37 46 60 160 312 29 1 38 58 312 29 38 -58 18 30 36 4 --��7 5 60 60 318 28 ) 38 'aa 38 57 Z 324 1 30 36 44 59 60 1 324 X1_37 56 324 37 56 330 1 29 1 35 44 1 58 1 60 330 1 36 55 330 1 1 36 55 a vi G Vi 336 1 29 ; 34 4 60 336 # 54 336 1 1 36 54 Ha 342 1 28 J 34 42 56 60 342 1 35 1 53 1 342 1 1 35 53 �5 A A 346 33 41 55 60 1 348 !„34 1 52 1 348 1 4 2 1 51 54 -6-01 1 354 1 34 1 51 1 354 1 34 24 1 360 1 1 32 1 40 53 60 1 360 1 33 1 50 360 1 1 1 1 33 1 50 1 12 11 10 9 8 J 6 5 4 3 2 1 8 7 6 5 4 3 2 1 JEFFREYPP r- tMIP1 I t HOLLOW BLOCK TABLES H IL4LCREtE-FLEX I 3/8'THREADED ROD&EPDXY 3/8"HOLLOW SET(Simpson) SCREEN HOLLOW BLOCK HOLLOW BLOCK SCREEN 974 SPANS SCREEN HOLLOW BLOCK SPANS h 3-112"SCREEN TUBE) SPANS UP TO HAI (in, ANCHOR SPACING 1INCHES 1 I UP TO UP TO ANCHOR SPACING(INCHES) OF ANCHOR SPACING fill INCHES (in) 48 12 10 1 8 6 4 (in) 12 10 8 6 12 10 8 6 1 4 /91A 130 130 --- 48 63 75 125 1 188 0 1 1 0 '30 130 130 54 56 67 -111 167 M 1L 54 1 7 28 48 130 1 130 130 130 60 96 1 115 1 130 130 130 54 0 Ir30 130 130 H-6 130 130 '36 1 , 0 130 130 60 50 Z 7� 00 150 G 60 i G 87 1 105 1 130. 1-72 80 1 96 66 1 15059 1 130 130 130 66 45 55 68 91 136 1 120 130 130 20 4; -72 72 42 50 63 83 125 1.1 78 74 1 .89 ! 111 130 130 130 130 78 38 46 58 77 115 84 _Z9-1-T2_1 103 -M 130 78 1 92 Ill 130 1 M- U) 90 64 1 77 1 96 128 130 84 86 103 129 130 84 36 43 54 9-6 60 1 72 i 90 1 120 1 1,30 1 90 80 96 120 130 90 33 40 50 67 100 0, 102 56 1 68 96 75 90 113 130 96 31 38 47 63 94 1 85 1 113 1 130 - 108 53 1 64 L.80 107 1 130 102 71 85 106 130 102 29 35 44 59 88 -W2 --fo-8- 00 13 108 28 33 42 56 . 83 F 67 80 1 114 51 1 61 1 76 1'101 1 130 - - 9 tun) F 20 48 1 58 1 72 1 96 1 130 114 1 63 1 76 95 IF I 2T 114 32 L39 53 79 120 j 60 72 90 120 120 - 30 38 50 75 126 _:S5 1 69 91 130 126 1 57 69 86 114 126 29 36 _78---T1- (j 132 44 52 1 65 87 130 1 132 1 - - -v--�S--�S- 1 138 42 50 1 63 83 125 132 1 55 65 82 109 z 1 138 --�2-'-�3--- 8 104 138 33 43 65 144 1 0 1 4" 60 1 80 120 144 31 42 63 150 38 144 50 60 75 100 46 58 115 150 4-8 58 7 9-6 ISO 30 40 60 U.1 77 2 to 156 +— 9 156 E 37 1 44 55 74 111 156 46 55 [169 92 29 38 58 E 162 36 43 53 71 107 162 44 53 7 4 162 28 37 -56- 168 34 41 51_ 69 103168 - 36_ 54 V) 168 43 51 1 64 86 174 33 40 50 66 99 - =) LL 174 41 50:1 X2----63 11 — �4 I - 34 52 n 180 32 38 1 48 64 1 96 1Bp 40 --48- 1 6-0 -8-0 180 1 33 50 z 186 31 37 1 46 62 93 �F 36 1 45 60 1 60 1 - x 19 186 1 39 46 58 60 166 32 48 - I M 2 30 192 31 47 0 198 29 35 1 44 58 F-90-- 192 38 ---45--F—56 6-0 9 198 36 44 55 60 198 1 30 1 45 1 0� 2 r D 204 2 34 [ 42 56 1 60 -U-4 -Y5- 42 53 60 204 1 29 44 < D 210 1 - 33 41 SS 1 60 210 34 41 51 60 210 29 43 216 32 40 53 1 60 1 -- 216 33 40 50 60 216 28 42 222 31 39 52 1 60 1 --0-2--32-- 3-9 —49 LO 229 - 41 228 1 1 30 35 1 51 1 60 --22-8 32 38 47 60 228 - 39 234 1 1 30 37 49 1 60 1 — 240 1 29 36 48 1 60 1 234 31 37 46 60 234 - 38 246 1 - 1 28 35 1 47 1 60 1 240 1 30 36 45 60 240 - 38 C 46 60 246 29 35 44 9 246 - 37 52 34 252 29 34- 43 57 252 36 C 2SB - 33 45 60 258 42 56 258 - 35 264 - 33 44 60 264 264 - 34 �z ZP 0 270 - 32 43 60 --2rO-- -L 32 40 53 270 - 33 in S t; 276 - 31 42 60 276 1 39 52 276 1 - 33 Fbe 60 '0 60 0 d6 60 60 gazz 282 - 31 41 60 T28—2 31 38 51 282 .32 288 - 30 40 60 1 — g.9 288 30 38 50 288 31 1 29 39 59 294- 29 37 49 294 31 294 9 0 8 300 1 1 29 38 58 30D 29 -16— 48 300 30 306 -1 306 1 1 28 38 56 28 35 47 306 1 29 312 1 1 - 37 55 3142 - 35 46 312 29 318 i 1 36 54 1 a 324 1 1 36 53 318 - 34 45 318 28 z 2 324 - 33 44 324 28 3� 330 35 52 --3TD— -13— 4-4 330 - 11 81 336 34 51 336 - I - 32 43 336 342 :34 1 51 11 33 1 33 1 49 50 1 342 - - �32 --42 342 A A i4-8 31 41 348 354 -TS-4 EE 31 41 394 32 1 48 360 30 1 40 360 25 12 it 10 Y 8 t 6 5 4 3 2 1 12 11 10 9 8 7 6 5 4 3 2 1 I JEFFREY C.F�RI HOLLOW BLOCK TABLES 3/8"THREADEDROD BEPDXY E3 '••(•Riq� '`' H I STRAP BRACKET W/TWO l/4" ---- �'- 7 <H'•'a's CRETE-FLEX or 1/4"TAPCON SCREEN HOLLOW BLOCK 60974 •:�, SPANS (wl UMBRELLA INSERTS) ADo bleEPDXY brands aTypes: _ y ;# SCREEN HOLLOW BLOCK UP TO 11 Powm 7309 m•-:.w.r�we u,F e.se., 211TW Retlneoa A7 =�'a _T4 r - SPANS — (in) ANCHOR SPACING INCHES ;p j op ' UP TO l ANCHOR SPACING(INCHES) 12 10 �30 6 I ' (in) "18 16 12 10 B 48 130 130 130 0�• 1 — �— 1 54 130 130 130 ''�� r48 1 17 130v-130 1 130 130 „ ns,.G 1 54 104 117 130 1 130 1 130 60 _ 130 130 130 G I 60 93 105 130 130 130 66 130 130 130 1130 66 85 1 95 1127 130 130 72 130 130 130 130 „W 78 123 130 130 130 72 78 88 117 130 130 84 114 1 130 130 130 I 78 72 81 1 108 129 130 r90 107 1 128 130 130 84 67 75 1100 120 130 96 100 120 130 130 W=" 90 62 70 1 93 112 130 _ 102 94 113 130_ 130 5 F 96 58 66 88 105 130 108 89 107 130 130 N ..? F 102 1 55 62 82 99 124 114 84 101 126 130 va - 108 52 58 78 93 117 120 80 96 120 130 114 1 49 1 55 74 88 Ill 126 76 91 114 1130 U m 1 120 47 1 53 70 84 105 132 73 87 109 130 Z i 126 44 50 67 80 100 138 _ 70 83 _ 104 130 — m 132 42 48 64 76 95_ 144 67 1 80 100 130 to 138 41 46 61 73 91 150 64 77 96 128 W E 144 39 44 58 70 88 156 62 74 92 1123 Q! - E 150 37 42 56 67 184 162 59 71 89 ( 119 D w 156 36 40 54 1 65 81 I 168 57 69 86 1 114 • Q 162 35 39 52 1 62 1 78 174 55 66 B3 110 1 174 32 36 I 48 58 168 33 38 1 50 1 60 1 72 1 107 86 52 62 75 180 53 64 80 1 D3 • x 180 31 35 147 56 70 192 50 60 60 I 60 E- p a• < o 186 31 34 i 45 54 68 198 48 58 60 60 w 0 < Z D 192 29 33 1 44 53 60 204 47 56 60 60 Q © � V z D 198 28 I 32 42 51 60 210 46 55 60 60 ° 3 204 31 1 41 49 60 216 44 53 60 60_ N 22 43 52 60 1 60 210 - 130 40 48 60 2228 42 51 60 1 60 216 I 29 I 39 47 58 v 222 28 T 38 45 57 234 1 4149 60 1 60 I f 228 37 44 55 240 40 48 60 60 0 o 234 _36_ 43 54 246 39 47 59 1 60 rn C 252 38 46 57 60 C _ 240 -x_35 _42 _ 53 258 37 45 56 60 246 - ( 34 41 51 264 36 44 55 60 2 252 - 33 40 50 1 - ¢ Q a-.2 W 270 36 43 53 60 0 - 258_ 1 33 39 49 1 0 2 0 276 35 42 52 60 o Y 264 1 32 38 48 1 282 34 41 51 60270 1 31 37 47 i o a 276 _ 1 30 37 46 I 288 33 40 50 60 p d o 294 33 1 39 49 60 C i= B 282 ! - I 30 300 32 38 48 60 U z m 8 288 I 29 35 I 44 I 306 31 38 47 _ 60 o o 294 1 29 34 43 312 31 37 46 60 3. 300 28 34 42 318 30 36 45 60 o 306 33 41 324 30 36 44 59 312 32 40 330 29 35 44 58 o O o 336 29 34 43 57 342 28 34 42 56 A 348 33 41 55 �� A 354 33 41 54 360 32 40 53 12 11 10 y 8 / 6 6 4 3 2 1 l'1 11 TO 9 8 7 6 5 4 3 2 1 JEFFREY C.f&IN Nlj U44, �'0,,l 4 WOOD TABLES ON_ 1 1/4"PANELMATE INSERTS 114 PANELMATE FEMALE 114"PANELMATE MALE �) SCREEN WOOD SCREEN WOOD SCREEN WOOD SCREEN WOOD .' 097, SPANS SYP(SG.55) SPANS SYP(513.55) SPANS SYP(SG.55) SPANS SYP(SG.55) UPTOANCHOR SPACINGVNCHESI UP UP TO UP TO " or (in) ANCHOR SPACING ANCHOR SPACING_ INCHES). ANCHOR SPACING UNCHES) OF 12 10 a 6 4 (in) 12 6 1 4 (in) 12 10 1 8 1 & 4 (in) 12 10 8 6 1 4 -t'. 48 130 130 130 130 130 48 130 130 1301 1301 130 -48 1,30 130 1301�13 0 130 48 130 130 130 1 130 54 130 130 130 130 130 S4 1 130 130 130 130 1 130 54 130 130 1 130 130 130 54 130 130 130 130 130 ME 60 130 130 130 1130 1301 60 130 1301 0 1301 130 130 1-30 30 130 G 130 1301 130 60 1 13 60 130 130 1 JqO G 66 127 130 130 130 1301 66 127 30 1 130 130 130 66 1 127 1 130 130 130 130 66 -l'f7- 130 130 130 130 L3 72 117 130 1130 73-0-7370 72 116 130 130 1301 130 72 1 116 1 130 130 130 1-30 72 116 130 130 130 130 78 108 129 1 130 130 130 1 78 i 107 -1-29 -1-30 130 130 78 1 107 1 129 130 130 130 78 107 129 130 130 130 Qz 84 130 100 120 1 130 130 84 too 120 130 130 1 130 84 10 120 30 130 130 64 100 120 1 130 130 130 U) 90 93 112 130 130 130 90 1 93 112 130 130 130 -00 93 112 130 -13-0 130 90 93 112 130 1 130 130 1 96 1 88 105 130 130 Un 96 1 87 105 130. 130 130 96 1 87 105 130 130 130 96 87 105 130 130 130, 130 99 -102 82 99 123 130 130 102 82 99 124 130 102 1 82 123[13D 130 102 82 99 123 130 130 1 108 1 78 93 117 .130 130 IL8 1 78 93 -11-6-TT 13-0 130 108 1 78 93 116 130 130 108 78 93 116 130 130 F F 0 1 114 1 74 -8-8 7-11--F3-017-30 114 1 73 88 1101 130 130 114 1 73 88 110 130 130 114 73 88 110 130 130 U) 120 i 70 84 105 130 1 130 84 105 130 30 120 70 84 105 130 130 20 70 -1-3-0 120-j 70 84 105 130 130 1 126 1 67 80 100 130 1 )30 126 1 66 80 100 130 130 126 1 66 -9'0- 100 130 130 126 66 80 70-0 T3-0 130 U 132 1 64 76 95 127 1 130 132 1 63 76 95 127 1 130 132 1 63 1 76 95 72-7 -130 132 63 76 1 95 127 1 130 z 138 61 73 91 122 1 130 0 138 1 61 91 138 1 61 73 91 121 1 d130 6 1 T73 121 130 1 138 61 73 91 121 130 0 6 1!30 1 -f4-4 --�Q- 70 87 116 1 130 144 58 70 88 117 1 130 144 58 70 87 116 130 87 11 E HISO -F56---37---N- 112 1 130 160 56 67 84 112 130 1 150 56 67 84 -112 -13-07 150 56 67 84 112 130 w �5 1 -6-5f 8-1 108 1 130 1 156 54 64 81 107 130 156 54 64 81 107 1301 156 54 64 81 107 130 E L 162 1 52 62 1 78 124 162 52 62 78 10 130 162 52 62 78 -10-3 73-0 162 52 62 78 103 130 F- 75 1 06 -:6 75 100 168 V) 1 168 50 60 130 168 �Q� 168 50 60 75 100 130 50 60 75 100 130 D e� LL § R 1 174 48 58 1 72 97 i 130 174 48 1 58 1 72 96 130 -17-4-- 4-8 5-8 7-2 --N 130 174 48 58 72 96 1 130 0 47 56 1 70 93 1 130 93 180 47 56 -70--93-1 1-30 ISO i ISO 47—154F 70 130 180 47 56 70 --VT 130 12 186 45 54 1 68 90 t 130 1 186 45 1 54 68 190 130 186 45 54 68 90 130 186, 45 54 68 90 130 z 192 44 S3 60 60 1 60 1 192 1 44 1 52 60 1 60 1 60 192 44 52 60 60 60 19260 44 52 60 60 1 0 198 --42- 51 6-0 60 1 60 198 42 1 51 1 60 1 60 60 198 42 51 60 60 60 198 42 51 60 60 60 O0 R, - , 204 41 49 60 -60 1 60 204 41 6D 204 41 49 60 60 60 < - D D 49 6(0 0 204 41 49 60 60 60 6 -40 48 60 60 60 210 40 48 60 60 60 210 40 -,jg7- 6-0 �o 60 210 6(): 60 210 9i 216 -�B- 66 1� 216 60 216 39 47 58 60 60 216 39 47 58 60 60 V) 222 38 45 57 60 1 60 222 38 1 45 1 57 1 60 60 222 1 38 45 57 60 60 222 38 145 57 160 60 1 44 55 1 60 60 228 44 1 228 37 228 37 55 65 5 228 3 44 1 55 1 60 60 44 54 60 y - i _4 Z 234 36 1 43 54 60 1 60 1 36 4 L4 60 60 234 36 :23 --�O- 3 6 43 1 54 1 60 60 1 240 35 1 42 53 60 1 60 1 [240 35 1 42 52 60 60 I --2-40-T-35 42 52 60 60 240 1 35 42 1 52 60 60 1 246 34 41_ 51 60 1 60 246 --34 F-4-1 --S1 60 60 246EIE34 41 51 60 60 246 1 34 41 1 51 60 60 V) 252 33 40 60 1 3 i I c 1 60 252 -3-37-�-O -5F--�Q- 6-0 F252 1 33 40 50 60 60 252 33 40 T-50 60 60 258 33 1 39 1 49 60 1 60 1 258 32 1 39 49 60 60 258 1 32 1 39 49 60 60 258 32 39 1 49 60 60 UJI 264 32 1 38 1 48 -90 1-60 264 32 38 1 48 60 60 264 1 32 1 38 48 60 60 264 32 60 60 1 270 31 37 47 60 60 1 270 31 37 47 60 60 270 1 31 1 37 447 60=1 60 270 31 37 1 47 60 6 a 276 1 30 37 46 60 60 276 30 3K4 4,6 60 60 --27-6--F30 1 36 1 46 60 60 276 30 36 1 46 60 60 0 282 30 36 145 60 1 60 282 30 1 36 45 59 60 282 1 30 1 36 1 45 1 59 60 282 30 36 1 45 V 60 7; 8 8 H 29 35 44 58 60 !a 288 29 1 35 44 58 1 60 1 288 29 1 35 44 58 60 288 1 99 35 44 1 58 1 60 288 0 9 294 29 34 43 1 57 1 60 294 28 1 34 43 57 -�O- ?6904 3 57 60 294 28 34 43 57 60 1 a 1 �8 �4 4 B 28 4 42 F56 1-60 1 300 - 1 34 42 56 60 34 1 2 56 60 30D - 34 42 56 60 % B - -41- 5-5 6-0 1� 33 41 55 t 60 u 00 i ��3O6 31_ 41 1 55 1 60 306 306 1 33 1 41 55 60 1 306 - - —312 60 32 40 54 60 312 - 32 40 54 1 M -32 1 32 40 54 31 :40:11�5,f C�(� i 312 318 32 40 1 53 1 60 318 1 32 40 53 1 60 318 32 40 53 60 318 - 32 40 53 1 60 z LA� 2 39 52 1 324 1-- 1-31 39 52 60 324 - 31 39 52 1 60 324 1 60 324 1 31 39 52 60 3:: d i.1 1 330 1 30 38 51 60 1 330 1 30 38 51 60 330 - 1 30 RE w .4 330 1 31 38 51 1 60 3 13 1 0 336 --36 1 30 37 50 36 1 30 8 50 60 1 336 3o 37 50 60 1 �7 ZO 33A - 342 29 49 60 U2, 9 37 49 60 342 1 29 37 49 60 342 - 9 7 49 60 2 — 0 _ 1 1 L A 348 1 29 36 48 6 a 29 36 A 348 =6 48 6 1 29 36 48 60 348 4a 60 0 354 1 28 36 47 60 354 11 29 35 47 6 54 28 1 35 47 60 354 28 1 35 1 47 60 S 0 3 35 1 47 60 1 360 - 35 47 60 Un 1 35 1 47 E16 27 12 It 10 9 8 t 6 5 4 3 2 1 12 11 to 9 B 7 6 5 4 3 2 Q. I WOOD TABLES .... Rid;r 3/&'COMBO ANCHOR or LAG BOLT 1/2"COMBO ANCHOR or LAG BOLT SIRAP BRACKEI W/IWO STRAP BRACKET W1 TWO H SIIR'ULTRACON 1/47 CRETE-FLEX SCREEN WOOD SCREEN WOOD SCREEN WOOD or 1/4"TAPCON y 0974 SPANS (SYP with SG 0.55) SPANS (SYP with SG?t 0.55) SPANS (SYP with SG;!0.55) SCREEN WOOD UP UP TO UP TO bVAN5 (SYP with SG�t 0.55) E,,OF- To ANCHOR SPACING INCHES 12EN-C90--R SPA (IN HES) ANCHOR SPACING INCHES) (in) L- [in) i UP TO V, 1 16 1 14 1 12 a SPACING I a le 16� (in) 1 1 2 !ANCHOR SPACING INCHES I (in) --F-J4 T 1-2 10 f-, 6 48 130 130 1 130 1 130 )30 48 1 132 1301 1 16 _H30 1 130 130 F 1-6 1 14 1 12 10 a 48 124 1 130 1 130 130 130 306 -I- 54 124 130 1 13 1 13F' 130 5-4 j jO 1301 130 130 1301 48 130 130 130 130 30 1 130 -13-0 130 -1- 1)"'1 G G S4 110 1 126 1 130 130 130 1 60 112 126 1 30 130 60 1 1301 1301 130 130 1301 54 0 130Y I 99 1 113 130 T3 0-1 p, 60 1 130 1 66 102 115 1 130 1 130 130 66 1 1301 6, 90 103 1 120 73-0 130 1 1]�3 50 1 l�300 130 1301 60 1 120 130 130 130 130 -1 66 1 -�2 1-1301 130 73-0 1 ISE I 72 93 105 1 120 1 130 130 66 1 109 125 130 130 130 72 83 94 1 110 130 130 1 ----- 7-8 86 97 1 111 129 30 78 1 1231 130 1 130 130 1301 72 1 100 114 130 130 1 1301 78 76 87 1 102 122- 130 ----1 84 80 1 90 1 103 120 130 84 1 114 1 129 1 130 1 130 130 i 78 1 92 105 123 130 1 1301 84 71 81 1 94 1 11 130 — 1-86 1 90 75 1 84 1 96 112 iju 90 1 107 1 120 1 130 1 130 130 98 114 130 1 1301 90 66 75 1 88 106 130 1 1-96 70 1 79 90 105 130 130 130 90 i 80 91 107 128 1301 96 62 71 1 83 99 1 130 --102 66=�-7_4 85 99 130 00 0 R3- 30 1 6 1 L9 4- 1661 11 3LO 130 1 96 1 75 i9O-2 IOU 120 130 102 58 67 1 0 F 62 7 3 130 los 1 69 1 1001 1301 130 1301 _102_L7L_ 81 94 113 130 108 1 55 63 1 114 59 1 66 76 9-3- 130 114 1 84 1 95 1 126 1 130 1301 114 52 1 60 1 617 1 83 1 130-1 108 1 67 76 89 107 130 120 1 50 1 57 1 66 79 130 1 1 120 56 1 63 72 84 1 126 120 80 ' "0 -F30-1 14 1 63 72 -9-4-TO—1 -72-6- ! 47 54 1 63 75 126 1 1 60 69 80 120 126 130 120 1 60 69 80 96 120 126 1 126 53 126 1[ 7=6=i86 1 132 51 57 65 76 1 115132 73 82 1 109 130 130 -126 1-57 65 76 91 114 132 i 45 51 1 60 72 120 1 1 1 138 43 411 57 69 115 1 138 49 55 63 73 TIIO 138 70 178 1 104 125 130 132 1 55 62 73 87 109 144 -4T-- 1 144 47 53 60 0 105 —1 44f--P-77-5-7 10-0 120 130 138 152 -60—_70— 104 t/i 55 66 110 . L U.1 150 40 45 53 63 106 ISO 45 SO 58 67 1 i6l --r50- 115 301 144 1 50 57 67 80 100' - E 156 38 e 44 51 61 102 i 156 43 48 55 65 1 97 156 62 1 69 1 92 111 0- 150-1 48 55 -64 O� E 1 162 41 47 53 62 1 93 162 59 1 �Z 9 107 F- r, 162 1 37 42 49 59 98 1 64 1 L 3 156 1 46 53 62 74 92 1 V) 86 168 35 40 47 57 94 1 168 40 45 J 51 60 1 90 168 57 1 103 29 162 i 44 51 59 71 89 1 -1 1; u: ; 174 39 43 1 50 50 Of I § R 174 34 39 46 1 55 91 174 55 1 62 83 99 24 168 1 43 49 57 69 86 1 wl , 180-7 33-1 38 - 44_]--�3-- 88 -A-H 37 42 48 56 84 ISO 53 60 80 96 20 174 1 41 47 55 66 83 1 Z z 1 186 36 41 46 54 81 ---- �g 1 186 i 32 1 36 43 1 51 85 186 52 1 58- 77 93 16 180 1 40 46 53 64 80 i 1 192 1 35 39 45 53 60 �92 -75 1 39 44 52 62 77 1 0 192 31 35 41 1 50 60 - . W - z 198 30 34 1 40 1 48 60 198 1 34 36 44 51 60 19& 48 7�� 87 109 192 F38 43 50 60 60 1 ii sz D 37 42 49 60 204 47 85 106 1 198 1 36 < 2 D 204 29 33 -L94 47 60 210 1 32 36 1 41 48 60 42 48 58 60 ' 1 2 §E 38 1 60 ! 210- -�8---S2-1 45 1 60 210 46 1 51 1 69 82 103 1 204 35 40 V) 100 1 216- 31 1 37 44 ! 60 216 31 35 40 47 60 216 44 150 1 6 210 +-314-i 39 46 55 1 60 222 31 1 36 43 1 60 222 30 34 39 45 60 222 43 1 49 1 65 �8-- 9-7 216 1 33 38 44 53 1 60 1 228 29 33 38 44 60 228 -W-1 35 42 I 60 1 -- 228 42 1 47 1 63 76 95 222 132 37 _43 52 60 1 29 34 41 60 234 -1 1 1 234 29 32 37 43 60 234 -41 74 92.- 228 1 32 36 42 51 60 0 33 240 28 32 36 42 60 1 0 240 28 40 1 60 2;rO- 40 1 1 72 90 1 234 1 31 35 41 49 60 1 246 - 31 35 41 60 V) C 246 32 39 1 60 252 - 30 34 40 60 246 39 1 44 1 59 70 88 1 240 1 30 34 40 48 6 C 252 31 38 60 252 38 1 43 ! 57 69 86 1 246 1 29 33 39 47 59 258 31 37 1 60 258 - 39 59 258 37 1 42 1 56 67 84 1 252 1 29 1 33 38 46 264 - 38 57 30 36 1 60 264 36 1 41 ! 55 65 82 1 258 1 28 1 32 264 1 1 270 1 12 5 59 270 - 37 56 270 36 1 40 1 53 -C4---80 -264 1 - f 31 36 44 55 0 2 0 _9 3 276 - 1 31 37 55 F 0 0 276 29 34 57 276 35 1 39 52 63 270 1 - 1 30 36 43 1 53 1 V 3-. 282 56 282 - 31 36 54 282 34 1 38 51 61 7 276 1 - 1 30 35 42 1 52 1 -.-1 288 - 30 35 1 53 L 34 - --1 1 288 1 1 3 53 288 33 1 38 50 60 75 282 1 .29 34 41 1 51 294 - 29 34 b.4 C;0. _ St 4 133 1 37 49 59 73 1 288. 1 29 33 40 1 so I 2?4 1 1 32 54 300 - 29 34 so 8 1 1 32 53 30 294 F -28--33 39 1 49 1 u 300 306 - 28 33 49 -T2- 38 1 48 1 M8 306- 1 1 31 52 - 306 311 1 35 47 300 1 - : 1 47 1 312 1 30 51 312 - - 32 48 312 3 1 35 1 46 306 1 31 i I 318 0 Q —1—3 -6-- 324 - 31 47 318 - 4B 312 31 1 37 1 46 1 Z 9 - 1 1 29 49 324 — Gd o 330 1 1 1 1 29 48 330----- 31 46 336 1 28 1 47 1 336 342 1 1 - 1 46,..., 4 1 29 44 A348 1 46 348 1 29 43 28 A 354 354 28 43 360 1 1 1 - 1 44 360 - 42 12 11 10 9 8 1 6 5 4 3 2 1 12 11 10 9 8 7 6 5 4 3 2 1 , JEFFREYYC AILOWARLE SAMMY ALUMINUM & STEEL TABLES 1TWOMDUSAMBRAND:MY 41! j H 1/4�'SAMMY 1/4"TEKS 1/4"TEKS E= I X'TEKS 16 GA Steel SCREEN /4"Alum SCREEN I/W Alum 4 SCREEN SCREEN 1/8"Steel I SPANS (A36) SPANS (A36) SPANS (MIN 6063-T5) SPANS (MIN 6063-T5) UP TO UP TO UP TO 0 UP TO I ANCHOR U QESFP&CI G(INCHES) ANCHOR SPACING fINCHESI 4 1 12 10 ANCHOR SPACING INCHES pri) (in) 12 10 1 8 1 6 4 (in) ANCHOR SPACING(INCHES) 1 8 6 i 8 1 0 14 1 12 1 10-FB 1 6 . 12 1 10 6 4 7,3 48 123 130 t 130 1 130- 130 48 1 48 127 130 130 f3O 130 54 109 130 130 1 130 130 48 130 1301 130 1 130 1 130 54 130 30 30 130 54 ±113 130 130 -1�0--13-0 I 0� 11,11011, G- 60 1 98 118 1101-130 1301 54 130 130 1 130 1 130 113D -Rd- i3oT—i3o -I 3o 130 130 1 --6-0- 102 122 130 130 130 1 60 130 130 130 1 130 1 130 66 120 1 130 130 130 130 - 130 130 1301 130 130 72 130 1 130 130 1,30 130 66 89 107 130 130 1301 6-6 -130 130 1301 6762 8NS 162 72 --$2-—98- 1 — 130 1 130 12.7 130 130 1 72 130 130 134 130 1134 130 130 130 130 78 76 91 114 130 130 1 0 78 130 1 130 130 130 130 78 _78 94 117 73 87 84 70 84 105 130 130 78 130 130 84 130 1 130 130 iso 130 84 73 1 87 109 130 1 13U 90 -9-6 --�-9 --q8- 130 130 84 1 122 1 130 130 1 130 1 130 90 130 1 -i-30- 130 130 90 .M02- ---T- 90 1 114 130 130 1 130 1 130 - 68 81 130 130 �;, 1 73 96 62 74 �2- 123 130 --- --- 130 96 95 127 1 130 96 1 107 125 130 30 0 102 60 1 72 90 12 �o 0 730 102 1 1 1 ff3 130 130 130 1201140 1 102 58 69 87 116 130 102 1 101 118 1 1 08 - 3 1 130 108 55 66 82 109 130 1 108 1 130 1 130 _130 130 130 56 1 68 85 11 F --f 1-4-1--52--E2--T8- 104 IWO 108 1 95 111 130 130 1 130 1 1 130 g 130 130 130 130 114 53 1 64 80 107 1 130 —4 - 30 1 130 130 130 130 130 120 51 61 76 102 1 130 9 59 98 1 130 120 1 86 100 120 1-130 1 130 26 126 30 1 130 130 130 --1-2-6 -�-S 1-58 -T3- 97 1 13011 120 74 114 1 90 105 126 J104 Q06 j 1-2-6-7—47 56 -TO--9-4--1 1-30 126 1 82- 95 114 1 130 1 130 3! 45 54 z 132 67 1 89 1 130 1 132 120 1 30 1 130 1 130 )30. 132 46 55 69 92 0 1 138 1 43 51 64 1 86 1 128 1 32 7 91 109 1 130 1 130 138 115 1130 130 1 130 130 138 44 53 66 8 130 123 5- 104 1 130 1 130 144 1101 128 130 130 130 144 42 51 64 127 41 1 83 100 1 125-1 130 150 106 1 123 130 130 134 150 41 49 61,--81 122 w 144 1 49 62 1 82 144 1 Z7 ui 150 1 39 47 59 1 79 118 1 Tso 1 69 80 96 1 120 1 130 1 IS6 102 i 118 -1-30--13-0 -F30- IS6 39 47 78 117 E 156 _ 38 45 1L7 1 76 114 156 66 77 92 1 115 1 130 1 -i 3-0 130 i w U E 162 36 44 1 55 173 109 130 162 38 45 &671 113 F- r I 1 i0 130 130 130 168 36 1 44 54 1 168 35 42 53 1 70 105 168 61 71 86 1 107 1 130 1 174 91 106 127 130 130 174 35 1 73 109 LL 174 34 41 51 1 68 102 1621 b3 74 84 111 13D cel u 1 174 - _ 53 1 70 105 10 00 39 49 66 98 __LBO I-R3 123 _130 30 4_ 1 51 1 68 102 Z 180 3 180 33 H80 57 67 80 1 100 1 130 99 119 130 130 186 32 38 48 63 95 186 las 39 4% 66 98 �g IF 192 31 37 46 60 60 —1841 55 65 77 1 97 T'I29 1 60 60 60 60 172 38 413 60 1 60 1 1�! M 12Z - 21 ;z -c 0 198 30 36 45 60 60 192 1 54 60 60 1 60 1 60 i 198 1 66PO 1 60 60 60 60 198 37 46 60 60 �; 2 22 7' 198 i 52 60 60 1 60 1 60 1 1-60 1 60 60 60 -EO 204 30 36 45 1 60 60 < !2 a D z D 204 29 35 43 58 60 204 1 50 59 60 1 60 60 60 60 60 - 210 1 28 34 42 56 60 210 1 60 1 60 210 29 35 44 1 58 60 21 49 57 60 60 1 216 1 -T3- -35- 60 6 48 56 60 1 120 -zo-1, 216 1 60 1 60 6 1 1 6 216 1 28 34 42 1 56 60 0 222 1 32 40 53 60 222 1 60 1 60 60 1 60 1 60 222 1 - 33 41 55 60 U - --P 222 46 54 60 60 60 1 66 228 32 40 53 60 �i !R - 2 60 228 160 1 60 0 60 U 228 1 �-1 5 228 1 45 53 60 -CQ--6-07 6-0 -10- 9-0 w 234 1 30 38 50 60 — W-1-6C 234 31 39 52 60 234 1 44 51 60 1 60 60 1 40 60 1 An 240 30 38 51 60 0 - 240 1 30 37 49 0 [k— 240 1 43 50 60 1 60 160 246 60 60 60 1 60 160 246 30 37 50 60 2" t 29 36 48 60 60 C 252 1 28 1 35 47 60 246 F 4-2 -w--5-9-7-6 31T 6-0v--'l -15-2-1 60 1 60 60 1 60 1 60_ 252 29 36 48 60 C 258 1 - 3 34 46 1 60 252 1 41 48 57 1 60 1 60 1 258 1 60 1 60 1 60 1 60 1 60 258 28 35 47 60 40 47 56 60 1 60 1 LU 264 1 1 1 34 45 1 60 258 1 264 1 60 60 1 60 1 60 60 264 - 35 46 60 52 264 39 45 55 60 60 tR 270 1 33 44 1 60 270 1 517 60 60 1 60 60 270 - 34 45 60 C) 270 38 44 53 60 60 Z5 276 1 1 32 43 1 60 276 37 43 .52 60 60 276 1 57 1 60 60 1 60 60_ 276 33 44 60 0!= 31 60 282 1 56 60 60 1 60 60 f82 32 43 1 60 282, 1 282 .36 43 1 51 60 60 --4 8 32 42 1 60 �i 288 1 1 60 1 288 1 55 60 60 1 60 60 288 288 1 56 42 1 50 t 60 1 60 - 9 294 1 30 40 1 60 294 1 54 60 60 1 60 6F 294 31 41 1 60 14 5 294 135 41 49 1 60 1 60 300 -1 30 41 60 30 39 1 59 300 34 40 48 1 60 1 60 --3-0--67-52 60 60 1 60 60 306 1 30 40 -zo- B 300 300 i 53 1 60 60 1 60 60 B 306 i 29 1 39 1 58 1 306 1 34 —39 47 1 59 1 60312 1 51 59 60 160 1 60 312 1 29 9 59 ti�n I� 1 312 1 28 1 38 1 57 312 1 33 38 46 1 58 60 1 --F 29 38 Sa - I 3Z 318 1 50 58 1 60 60 1 318 1 6 1 3536 1 60 318 1-3 318 132 M 1 49 57 60 60 60 324 Z 1 330 1 1 36 1 54 1 324 1 32 37 44 1 56 1 60 1 330 1 48 56 60 60 TQ- 330 R 324 1 1 28 38 56 3'- A 35 53 330 1 31 36 44 1 60 --- . -7 55 60 60 60 336 36 54 336 31 36 43 1 54 1 1 i 35 52 342 1 46 54 60 60 60 r-J�4-2 36 53 A 1411 342 1 30 -53 35 53 9 A 34 1 51 _T_ 1 35 42 11 53 1 60 j 348 1 46 60 60 60 348 - 54 48 :K:� 33 1 50 73i 1 52 1 60 1 354 1 45 -_52 60 60 4 34 52 3 9 3 - 354 1 29 34 41 1 51 1 - '3T-3-1 1 360 1 1 304 360 1 27 i 33 1 40 1 50 1 60 1 360 1 44 51_. 60 L-60- 360 12 11 10 Y 8 7 6 5 4 3 2 2 I 6 5 4 3 lEiFREY C.FRI T P.E. uP� 04�+�fnq r� EARTH TABLE ktgyT`, H EARTH ANCHOR NOTES: 30"X T J2"Sh.ft X 4"Helix 1)Use when soil conditions ore visually identified to be loose to medium dense sand TSoii Class 4A) 60874 i ^ SOIL CLASS 4A 21 Use when soil conditions are mechanically Identified to be Soil Class 3. SCREEN 3)Use with Stabilizer plates are used when soil conditions are visually identified to be loose to medium dense sand(Soil Class 4A) s.a Z.W. c i+r a;IA. MEDIUM DENSE SAND o STAT u R SPANS a)Soil Class 3:24.39 blow count device or 351-550 0 torque probe p UP TO ANCHOR SPACING(INCHES) bl Soii Coss 4A: I8-23 blow count device or 27b-350 a torque probe c� }In) 240 24(2) I 24(31 48 130 _ 130 130 w,„asp" G 54 130 130 ( 130 R G 60 130 130 I 130 66 127 130 I 130 �y ry IF 72 117 I 130 130 (_78 108 f 130 1 130 =" 84 100 129 _130 ` 90 43 120 130 96 88 113 130 `_•:. 1 102 1 82 106 1 130 = F F1 08 I 78 100 1 130 I 114 74 95 I 126 I 120 70 90 1 120 U i 12b 67 _ 86 _1 114 z_ > 1 132 �64 82 109 a 138 61 J8 104 144 58 I 75 i 100 W 1 150 56 4 72 96 1 tY E 156 54 I 69 92 162 52 I 67 89 i 168 I 50 64 86 O v�j 174 d8 b2 83 } a 180 47 60 80 1 186 45 58 77 o r P 0 192 44 56 60 1 0 a z _ 198 42 55 60 1 < V z_ D 0 204 41 53 60 w 3: t 210 40 51 6 1 V) 216 39 50 60 222 38 49 60 i z u 228 37 I 47 60 V240 36. i 46 60 Q 0 I 35 I 45 60 ~ QN�34 _ 44 59 C C 33 43 57i 33 42 ( 56tj r 32 41 55 ti 31 40 53 _Wju 39 52 ��3 a 38 �51 38 50 294 37 49B + 300 36 48I 34b35 47 31235 46 318 1 ! 34 45 uo2c`— 324 33 44 o 330 33 44 O "' 336 32 43 342 32 42 A A 348 _ - 31 41 �(\ 354 - 31 41 360 30 I 40 U 12 ti 10 9 8 t 6 S 4 3 2 ! y t ' � � '}w'fi��.-� .Pr , i a*�' `��'r4s� 1 � -- .- � t r li�•, w�.N�; Vii" �..tG+'}-� �1' €',` • �. - 03=r BCIS Home ( Log In ' User Registration I. Hot Topics Submit Surcharge Stats&Facts Publications Contact Us SCIS Site Map units Search dbl,xPro�ucl�pPrj i �,° ovala USR:PuliUser .. �`h; u• Product Approval Menu>Product or Application Search>Application List>Application.Detail FL# FL11291-R8 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Storm Smart Industries Address/Phone/Email 6182 Idlewild Street Fort Myers,FL 33966 (239)938-1009 brist@getsmartcompanies.com Authorized Signature Brian Rist brist@getsmartcompanies.com Technical Representative Brian D.Rist Address/Phone/Email 6182 Idlewild Street Fort Myers,FL 33966 (239)278-9092 brist@stormsmart.com Quality Assurance Representative Dan Reames Address/Phone/Email 6182 Idlewild Street Fort Myers,FL 33966 (561)322-5325 dreames@getsmartcompanies.com Category Impact Protective Systems Subcategory Operable Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer I' Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Jeffrey C.Friant,P.E. the Evaluation Report Florida License PE-0060974 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2020 Validated By Trevor Johnson,P.E. i✓I Validation Checklist-Hardcopy Received Certificate of Independence FL11291 RB COI Certificate gf Indeoendgnce odf Referenced Standard and Year(of Standard) Standard Year ASTM D1929 2014 ASTM D2843 2010 ASTM D635 2014 ASTM E1886 2005 ASTM E1996 2012 ASTM E1996 2009 ASTM E33O 2014 ASTM E330 2010 ASTM G154 2016 ASTM 6155 2013 TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL11291 R8 Ecluiv Equivalent Product Standard—Certificate.n Sections from the Code Product Approval Method Method 1 Option D Date Submitted 10/16/2019 Date Validated 10/18/2019 Date Pending FBC Approval 10/21/2019 Date Approved 12/10/2019 Summar V of Products FL# Model,Number or Name Description 11291.1 Storm Catcher Wind Abatement HVHZ&Non-HVHZ Screen System Limits of Use Installation Instructions Approved for use in HVHZ-.Yes FL11291 R8 11. Dwo.pd Approved for use outside HVHZ.Yes Verified By:Jeffrey C.Friant,P.E.PE0060974 Impact Resistant:Yes Created by Independent Third Party.Yes Design Pressure:+130/-130 Evaluation Reports Other:See Installation Instructions for additional rLI 291 RB AE Evaluation Renort.od limitations. FL11291 R8 AEFire Testing and QV Eyal.pd Created by Independent Third Party:Yes Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone-.850-487-122-4 The State of Florida is an AAJEEO employer.Copyright 2007-2013 State of Florida.::privacy Statemen :Accessibility Statement;;Refund Statement Under Florida law;email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.instead,contact the office by phone or by traditional mail.if you have any questions,please contact 850.487.1395.*Pursuant to section 455.275(l),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emalls provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public To determine If you are a licensee under Chapter 455,F.S.,please click hem. Product Approval Accepts: f.;-071 a El M Credit Card Safe 0