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HomeMy WebLinkAboutProduct Approval - Screen 12/21/2020 Florida Building Code Online Business & Professional Regulation BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications Contact Us BCIS Site Map Links Search d,b pr `Product Approval USER:Public User Product ARDroval Menu>Product or Aoolication Search>egolication List>Application Detail • • FL# FL11291-R9 Application Type Revision Code Version 2020 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 Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Jeffrey C. Friant, P.E. Evaluation Report Florida License PE-0060974 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2021 Validated By Trevor Johnson, P.E. Validation Checklist-Hardcopy Received Certificate of Independence FL11291 R9 COI FL11291 R9 Certificate of Indenandence.pjf 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 E330 2014 https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgs6WGOndlUHYkUNzMffBoNkRYU8uMrNTm8ishgNgeuLZQ%3d%3d 1/2 12/21/2020 Florida Building Code Online ASTM E330 2010 ASTM G154 2016 ASTM G155 2013 TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL11291 R9 Eauiv FL11291 R9 Letter of Eaivalence.pdt Sections from the Code Product Approval Method Method 1 Option D Date Submitted 10/20/2020 Date Validated 10/22/2020 Date Pending FBC Approval 10/28/2020 Date Approved 12/15/2020 Summary 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 R9 II Installation Instructions.�Jf 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 limitations. FL11291 R9 AE Evaluation ReRort.pdf FL11291 R9 AE Fire Testing UV Letterpd Created by Independent Third Party:Yes Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.ap_vdght 2007-2013 State of Florida.::Privacy Statement::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(1), 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 emails 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 here Product Approval Accepts: Credit Card Safe https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgs6WGOndlUHYkUNzMffBoNkRYU8uMrNTm8ishgNgeuLZQ%3d°/a3d 2/2 Specialty Engineering Services & Solutions, LLC �0 18540 126`h Terrace North,Jupiter, FL 33478 M: 561-412-8287 Jeffrey.friant@specialtyengineeringservices.com ETAwww.sess-inc.com Certificate of Authorization#32371 October 19, 2020 Product Evaluation Report Application Number: FL11291-R9(Revision) SESS Project Number: 20-1927 Product Manufacturer: Storm Smart Industries, Inc. 6182 Idlewild Street Fort Myers, FL 33966 Product Name& Description:Storm Catcher Wind Abatement System HVHZ& Non-HVHZ Scope: This product evaluation report is issued in accordance with the requirements of the Florida Department of Business and Professional Regulation (Florida Building Commission) Rule 61G20-3.005 Product Evaluation and Quality Assurance for State Approval (Florida Administrative Code),for statewide acceptance per Method 1(d). The product noted above has been tested and evaluated as summarized below to show compliance with the Florida Building Code Seventh Edition (2020).The product as evaluated is in compliance with the Code and that the product is,for the purpose intended, at least equivalent to that required by the Code Supporting Info: Installation drawing, Storm Catcher Wind Abatement System, FL#11291, dated 08/14/2019 and signed and sealed by Jeffrey C. Friant, P.E., is an integral part of this evaluation report and is based on the certified test reports detailed below. The system was tested in accordance with the requirements of TAS201,TAS 202&TAS 203 as well as with the requirements of ASTM E1996, E1886 and E330. The test reports are listed within the engineered Installation Instructions and are provided here as reference: Report numbers: 20-2158 by Fenestration Testing Laboratory, Inc., Dated 10/10/2020 18-8274 by Fenestration Testing Laboratory, Inc., Dated 10/26/2018 17-7543 by Fenestration Testing Laboratory, Inc., Dated 10/11/2017 17-7199 by Fenestration Testing Laboratory, Inc., Dated 8/8/2017 17-7449 by Fenestration Testing Laboratory, Inc., Dated 10/19/2017 15-5892 by Fenestration Testing Laboratory, Inc., Dated 1/20/2016 15-5893 by Fenestration Testing Laboratory, Inc., Dated 1/20/2016 Signed by Idalmis Ortega, P.E. 76905 13-4387 by Fenestration Testing Laboratory, Inc., Dated 10/21/2013 Signed by Marlin D. Brinson, P.E. 60749 Testing for Self-Ignition Temperature, Rate of Extent of Burn and Smoke Density were performed according to ASTM D1929,ASTM D2843,ASTM D635 per test reports HETI-174301, F302, F303, F304 and F305; Dated June 14, 2017; Signed by Rafael E. Droz-Seda, P.E. FL i Specialty Engineering Services & Solutions, LLC ESS , 18540 126th Terrace North,Jupiter, FL 33478 M: 561-412-8287 Jeffrey.friant@specialtyengineeringservices.com www.sess-inc.com Certificate of Authorization#32371 See attached letter signed by Jeffrey C. Friant, P.E.that qualifies this product for UV requirements based on ASTM G154-16 and ASTM G155-13. Structural engineering calculations have been prepared which evaluate the product based on comparative and/or rational analysis to qualify the following design criteria: 1) Maximum allowable anchor spacing 2) Minimum separation from glass requirements No 33%increase in allowable stress has been used in the design of this product Impact Resistance: This product has been tested and designed to resist large and small missile impact. Wind Load Resistance: This product was designed to resist the wind loads as indicated in the allowable span and design pressure tables as shown in the product evaluation document/approval drawings. Installation: This product/system shall be installed in accordance with the installation instruction/product approval drawings. This evaluation report offers no instructions for installation. Its sole purpose is to certify that the product was tested in accordance with the current code requirements and lists the supporting and limiting information. The parts and components of this tested and approved system shall be limited to the specific products and materials specified in the product evaluation document. Limitations&Conditions of Use: Use of this product shall be in strict accordance with its installation instructions/approval drawings. All components shall be of the material specified and installed per the manufacturer's instructions. All supporting host structures shall be designed to resist all superimposed loads and shall be of the material listed in the anchor tables. Host structure conditions which are not shown shall be designed as a site-specific design by a registered professional engineer. All components which are permanently installed shall be protected against corrosion, contamination, and other such damage at all times. This product has been designed for use both inside and outside the High Velocity Hurricane Zone (HVHZ). Respectfully, Jeffrey C. Friant, P.E. Jeffrey C. Digitally signed FL 60974 by Jeffrey C. Friant, Friant, P.E. 60974 10/18/2020 Date: 2020.10.19 P.E. 6097412:49:46 -04'00' A valid PE seal is required for certification 6 5 4 g -- - 2 Eff PIYC fPNNl.ff. STORM CATCHER WIND ABATEMENT SCREEN SYSTEM GENERAL NOTES 1. THE SYS'EM DESCRIBED HEREIN HAS BEEN DESIGNED AND TESTED IN ACCORDANCE WITH H THE FLORIDA BUILDING CODE SEVENTH EDITION(20201 AND 2018INTERNATIONAL �7 FOR-U_SE-IIyS1DliAdp_0UTSIDE THE HIGH VELOCITY HURRICANE ZONE BUILDING CODE,FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE H s nFa PER ASTM E330,El996,E1886,AND M-D TAS 201,202,203 TESTING STANDARDS. �o�o!.•` `- 2. THESE INSTALLATION INSTRUCTIONS ARE PART OF A PRODUCT APPROVAL EVALUATION ""••:�?WLELF;o°•d AND SHALL ONLY BE USED IN CONJUNCTION WITH THE EVALUATION REPORT SUBMITTED STORM CATCHER SCREEN COLOR BLACK WHITE GRAY BONE BROWN FOR THE SAME PRODUCT APPROVAL. �; PROPERTIES STORM CATCHER THERMAL AND PIILAL S J M M A R Y 3. N033-1/3%INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OFTHIS --_ SYSTEM.WIND LOAD DURATION FACTOR Cd=1.6 HAS BEEN USED FOR WOOD ANCHOR T Jeffrey C. Digitally signed by ul DESIGN. VLT VISUAL LIGHT TRANSMITTANCE 0.21 0.28 0.17 0.14 0.09 4. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR THE USE WITH THIS SYSTEM $ C UVT-ULTRAVIOLET LIGHT TRAMSMITTANCE 0.22 0.14 0.12 0.06 0.07 SHALL BE DETERMINED PER SEPERATE ENGINEERING IN ACCORDANCE WITH THE '"'' Jeffrey C.Friant,P.E. SST-SOLAR SPECTRUM TRANSMITTANCE 0.13 0.30 0.16 0.28 0.09 Friant, P.E. 60974 GOVERNING CODE.PRESSURE REQUIREMENTS SHALL BE LESS THAN OR EQUAL TO THE k VCR-VISUAL LIGHT REFLECTANCE 0.07 0.53 0.26 0.44 0.22 POSITIVE OR NEGATIVE DESIGN PRESSURE CAPACITY VALUES LISTED HEREIN FOR ANY Date:2020.10.19 SSR-SOLAR SPECTRUM REFLECTANCE 0.04 0.46 0.19 OA2 0.17 60974 ASSEMBLY AS SHOWN. SHGC SOLAR FEAT GAIN COEFFICIENT 0,17 0.25 0.17 0.17 0.34 12:27:55-04'00' 5. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED PRESSURES DIVIDED V, ,HGr,RkUUcnON- 78% 67% 78% 78% 82% BY A 1.5 SAFETY FACTOR. i l SHGC PROPERTIES TESTED TO:NFRC 201-2010 USING INTERIM STANDARD TESI METHOD WITH CALORIMETR` 6. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A HOT BOX METHODS AND UTILIZING CLEAR,INSULATED GLASS. SPECIFIC SITE INSTALLATION.FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS , OPTICAL PROPERTIES TESTED TO: DETAILED HEREIN.A UCENSED ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SITE F ASTM E 972/ASTM E 1084/ ASHRAE 74 / NFRC 202 SPECIFIC DOCUMENTS FOR USE IN CONJUNCTION WITH THIS DOCUMENT. � Y, F 7. THIS PRODUCT IS CLASSIFIED AS NON-POROUS,HAVING A POROSITY OF LESS THAN 107. '-- TESTING BY:ARCHITECTURAL TESTING.INC..FRESNO,CA FOR THE CONDITIONS SHOWN IN THIS PRODUCT EVALUATION DOCUMENT,SCREEN -- --- WHAT IS SHGC? PANELS MUST COMPLETELY COVER AN OPENING IN ALL DIRECTIONS TO MEET BUILDING A SIMPLE WAY TO EXPLAIN SHGC IS IN TERMS OF A RATIO:WHERE 1 IS THE MAXIMUM AMOUNT OF SOLAR HEAT ENVELOPE REQUIREMENTS. U "6 GAIN THAT CAN COME THROUGH A WINDOW AND 0IS THE LEAST AMOUNT.AN SHGC OF 0.25 THEN MEANS THAT 8. PERMIT HOLDER SHALT.VERIFY THE ADEQUACY OF THE EXISTING STRUCTURE TO WITHSTAND Z = _� 25%OF THE AVAILABLE SOLAR HEAT IS COMING THROUGH THE WINDOW. SUPERIMPOSED LOADS. - _ 9. MAXIMUM SPANS AND DESIGN PRESSURES: I I WHAT IS VLT? 9.1 SLIDE TRACK AND STRAP/BUCKLE:1.16FT SPAN=13OPSF DESIGN PRESSURE AND N - >16-26FT MAX.SPAN=6OPSF DESIGN PRESSURE LL P" E VLT MEASURES HOW MUCH LIGHT COMES THROUGH A PRODUCT. VLT I$EXPRESSED AS A NUMBER BETWEEN 0 9.2 ROLL.DOWN TRACKS:1-16FT SPAN=13OPSF DESIGN PRESSURE AND>16-34FT MAX. E AND 1.THE HIGHER THE VT NUMBER,THE HIGHER THE POTENTIAL FOR DAYLIGHTING. SPAN=60WSF DESIGN PRESSURE H W S 9.3 GROMMETS:192"MAX.SPAN=60PSF DESIGN PRESSURE N a cI 10. MAXIMUM ALLOWABLE DESIGN PRESSURE:SEE 9.1,9.2.&9.3 ABOVE. _ 1- EVALUATION BASED ON: ll. PANELS HALL BE PERMANENTLY LABELED WITH MINIMUM OF ONE LABEL PER PANEL O oe g REFER TO TABLES CONTAINING THE FOLLOWING MINIMUM INFORMATION: Z >- M u j FENESTRATION TESTING LABORATORY.INC. FOR ALLOWABLE STORM SMART INDUSTRIES,INC. - w a w = 61821DLEWILD STREET,FORT MYERS,FL,33966 I- z0 LAB.No. 8441 LAB.No. 7590 DESIGN PRESSURES FL PRODUCT APPROVAL NO.rL 11291 0 N o z PROJECT No. I5-5893 PROJECT No. 13-4387 _.___. OPENING NO.0 Z p FILE No. 13.890 --- -- --- ------ 12. HURRICANE FABRIC PANELS MAY BE MOUNTED VERTICALLY OR HORIZONTALLY AS < ,p 3 APPLICABLE.ALL SCREENS ARE ALLOWABLE FOR TWO OPPOSITE SIDE ATTACHMENTS WITH < W LAB.NC. 8440 LAB.No. 9695 NO DEFLECTION REQUIREMENTS UNLESS INSTALLED IN THE HVHZ.ZONE 4.MIAMI-DADE N PROJECT No. 15-5892 PROJECT No. 17-7199 REGIONS THEN DEFLECTION VALUES ARE ENFORCED.SEE DEFLECTION TABLE FOR SPECIFIC BUCKLE SPECIFICATIONS: DEFLECTION VALUES. 2 u LAB.No. 7561 LAB.No. 9818 13. EXCEPT AS EXPRESSLY PROVIDED HEREIN,NO ADDITIONAL CERTIFICATIONS OR 0� PROJECT No. 13-4387 PROJECT No. 17-7449 PATTERN:SPIKE TEETH GRIP AFFIRMATIONS ARE INTENDED. 0 or FILE No. 13-890 WIDTH/DIAMETER:2.5"+/-0.10' 14. ALL ALUMINUM EXTRUSIONS SHALL BE 606346.U.N.O. O THICKNESS:0.05W+/-0.010" N LAB.No. 6026 LAB,No. 9834 MATERIAL:ACETAL HURRICANE BARRIER c PROJECT No. 09-1664 PROJECT No. 17-7543 iTai'r FQI-T _1,11 WUVLNTNT6- o FILE NO. 09-665 BASKET WEAVE DESIGN: =F a!2BLACK,WHITE.BROWN(BLK&TAN), LAB.NO. 9836 LAB.NO. 9$3S BONE(V1HT&]AN),GRAY(BILK&`NHT( Q o H o o= PROJECT No. 17-7543 PROJECT No. 17-7449 STRAP SPECIFICATIONS: TYPICAL RILL It o o - PATTERN:X100-1000 MECHANICAL PROPERTIES TEST METHOD UNIT VALUE MD I CD c S+pa LAB.No. 9742 LAB.NO, 9765 WIDTH/DIAMETER:1.875"+/-0.063- GRAB(ENSILE STRENGTH ASTM D4632 LBS SOD SSC Li z v_m PROJECT NO. 17-7199 PROJECT No. 17-7449 THICKNESS:0.053'+/-0.019' TRAPEZOID]FAR SIRFNG1H ASTM D4533 I.BS 2W I 250 ca 3 a MALEN BURST ASTM D3786 PSI 750 W AVERAGE BREAK STRENGTH:6000 LBS SL \ x=n= �. LAB.No. 9833 LAB,No. 9647 MATERIAL:POLYESTER PUNCTURE STRENGTH ASTM D4833 LBS 200 U W W m B PROJECT No. 17-7543 PROJECT No. 17-7199 AIR FLOW ASTM 0737 CFM 175 =o t o PERCENT OPEN AREA COE-02215 7 5 a i LAB.No. 10348 LAB.NO. 10347 UV RESISTANCE(QUV) ASTM G154 N H 7C H o PROJECT No. 18-827a RETAINED PROJECT No. 18-8274 SEWING: Pc o"I Oprn A.co is o MARV. Z �' C' Test Report No. 12326 T'38 POLYESTER THREAD(FOR ALL.SPANS 4:+/-13OPSF) PHYSICAL PROPERTIES TEST METHOD UNIT TYPICAL VALUE 1- 0 N PROJECT No. 20.2158 2400/2640 PTFE THREAD(FOR SPANS UP TO 16'&+/-13OPSF) GENERIC OR EQUIVALENT:SEE STITCHING DETAILS ON SHEET 2. WEIGHT ASTM D5261 OZ/YD" 9.7 THICKNESS ASTM D5199 MIL 21 + HETI(HURRICANE ENGINEERING&TESTING,INC.) CONSTRUCTION EPI/PPI 60X 63 I REPORT NO.174301.17-F302,17-F303,17-F304,&17-F305 FIBER CONTENT 1009.PP -- � -- --- - ------ 4 12 1 I 10 9 '. ? 6 5 4 3 --- IIIRVC,plWfl.�E�I RNOwF C..rk tFS.�tw 4i'. APPROVED EDGES STITCHING - DETAILS ,PA DIRECTION C-AE.N... STANDARD ROLLING SCREEN HEM: GUT EDGE i PANEL � A MINIMUM OF 3 ROWS OF STITCHING IS REQUIRED 1 - ^_ FOR SPAN DIRECTION EDGES, u ) 9mm!'VC CORDING PANEL SPAN DIRECTION EDGE:NO HEM N � DISTANCE BETWEEN ROWS Of NYLON LUFT TAPE „ STITCHING MAY VARY.STITCH PATTERNS ,),-_y,0_25Q" ,0.250 2"PANEL HEM k DISPLAY REQUIRED NUMBER OF STITCH BI-FOLD WELD� ROWS SHOWN,MINIMUM. mw ` PANEL �� u 1.25a'� 1 SPAN DIRECTION HEM:2 ROWS OF STITCHING i g oW IF 0.334"NYLON CORDING OR 2'PANEL HEM Y 9 F 7.SMM PVC CORDING IL BI-FOLD WELD PANEL NYLON LOFT TAPE STITCHING FABRIC BI-FOLD W/DOUBLE STITCHING U `6 Z 0.25" 0.2.1 j N Lu R �E. NYLON CORDING OR ElSTRUCTURAL HEMS 7.SMM PVC CORDING STRAP,LOOP�BUICKLE RAPwNYLON LUFT TAPE 3 1/7' OOP HEM1500^ 1. PANEL O rc LL FABRIC Z bz- H P Q Z 0.250" 0.375 STITCHING D N < z •D� 2"WIDE SEA BELL Q a WEBBING LOOP '0 3 2"LOOP HEM FIXED STRAP/LOOP 0 I.D.#3 GROMMET 2"LOOP HEM 5 1.25 1.25" PANEL PANEL a - PANEL 0 U _ _. ----+ __ 0 ALTERNATE FIXED STRAP/LOOP I— C STITCHING SECTIONAL DETAIL N FIXED CTRAPILOOP DETAIL STRUCTURAL ATTACHMENT FOR LOOP: STRUCTURAL ATTACHMENI FOR LOOP' 13,PONS STITCHING B BOX STITCH H 0 13j ROWS StrtCHINC 8 BOX STITCH a7 _ Q a r 0 STRAP,LOOP, PANEL BUCKLE/STRAP OR 31/2"STRAP HEM LUFT TAPE 1.500" I.500" FABRIC a o B U W3zm B STITCHING ? p --- 2"BI-FO LD r o 1 i z a 4 z OR EQU/' N r o 0 3 1/7'BUCKLE HEM 3 1/2"STRAP HEM STRAP � 0 O O a Jeffrey C. Digitally signed by "=W Jeffrey C.Friant, '4 PANEL TBI-FOLD Friant, P.E. 1 _ P.E.60974 STRUCTURAL ATTACHMENT FOR STRAP&BUCKLE: OR EQUAL L (3)ROWS STITCHING MIN.&BOX STITCH&EACH HEM Date:2020.10.19 60974 _ 12:28:34-04'00' 4 3 2 1 _. _ _ -- 7 6- _ _._ 5_ _ _ 4__ _._ --- - -T— RIfON TA RESULTANT LOAD(PLF) PARALLEL TO WIND LOAD H non rc •^.ono!:• Spar DESIGN PRESSURE(PSF) (in) 30 40 50 60 70 75 80 90 100 110 120 130 1 U 48 115 149 187 226 259 278 298 336 370 408 442 480 3 125 168 211 250 293 312 336 74 41 4 4 9 54 9 187 235 278 326 3467 418 461 509 557 600 QV15 66 154 �2 4 7 355 384 408 461 509 562 610 662 72 168 226 278 336 9 41 44 49 1 7 7 �" 240 b 4 4 4 6 66 G " 1 259 326 389 456 485 518 648 90 211 278 350418 485 518 557 624 691 763 830 89 V 96 226 298 370 446 518 557 590 667 739 811 883 960 102 235 317 394 470 552 590 629 706 782 864 941 1018 `gym 418 499 581 624 667 749 830 4 1 7 <w 114 264 350 442 528 614 658 701 787 874 960 1 4 1138 "= F 120 278 370 461 557 648 691 739 830 922 1013 11 4 1195 Y ;a F 126 293 389 485 581 677 725 773 869 965 1061 1157 1253 307 4 0 61 1 76 11 12 10 1114 1 131 138 322 427 533 638 744 797 850 955 1056 1162 1267 1373 -6 1 336 446 557 667 7 3 9 4 ii 4 1214 1 25 430 U 150 350 461 576 691 806 864 22 1037 1152 1262 1378 1493 Z 156 360 480 600 720 4 898 960 1075 11 5 1 15 1435 155 - 162 374 499 624 749 874 936 994 1118 1243 1363 1488 1613 vj 168 389 518 6 778 9 970 1032 11 2 1286 1416 1546 1670 W N 174.................'...._......_.403 5 67 8936 ]my— 1070__ 1 13 4 146 1598 17 - - E' 180 41 7 691 0 10 7 1104 1 4 1382 1517 1 6 - - 17 - E 186 432 571 715 859 998 1 1070 11142 1 6 1426 1570 1709 1853 H W s 192 446 590 739 888 1032 1 1104 1 1181 1325 1 1474 161 1762 1906 198 461 61 76 12 LL °o 204 470 62Y 787 941 N N o LL 210 _485 648 806 970 Z 3 a 216 499 667 830 998 222 14 854 1 2 ~ 0 ' 228 701 78 1 N O a a ;D; 234_ 542 720 898 1080 Q D 240 557 739 922 1104 ° 3 246 566 758 946 1133 Ty=PERPENDICULAR LOADS T=SCREEN TENSION N 252 1 ' 7 (EITHER DIRECTION) V 258 595 792 994 1190 a 264 610 811 1013 1214 u 270 624 830 1037 1243 : 276 85 1 1 1272 o 282 653 __. 869 1085 1301 y C 288 667 888 1 104 1 25 Tx=PARALLEL LOADS N 294 677 902 1128 1354 300_ 691 922 1152 1 2 Lu o 306 706 941 1 176 1411 Q 3121.... 720 960 1200 1435 _ o o�`z 318 7 4 979 1219 1464 o 324 749 998 1 4 1493 w 3 o a - 330 76 101 167 1522 LOADS ON EXISTING STRUCTURE o a 336 778 0 2 1 1291 1546 i 342 787 1051 1315 1574 � =z g'. 348 802- 1 1334 1603 SIDE,SLIDE,GROMMET,&STRAP INSTALLATIONS N 3'z m g V 354.. 16 1090 1358 1627 r o o 360 0 1104 1 1656 NC)I F'SIOF KAII tFC LION SHOWN SIID I zACK.GKOMViEI.AND a z 3 366 45 1 1 14 6 16 5 NTFAPSCRF=Nn uA:>s AN LIEU AFONV ANc ou uNF Z o 0 372 114 3 0 0 x 378 fie 384 4 4 6 Digitally signedby =w 390_::_ Jeffrey C. 96 — -T2T9 — -T3'f2-- 1524- JeffreyC.Fria P.E A 2 4 46 _ 187 Fridnt, P.E. 60974 408 4 A Date:2020.10.19 60974 12:28:55-04'00' 12 11 10 9 ? 5 _ 4 3 2� - 1 12 11 10 9 8 7 6 5 4 3 :wnn�:piwm.�t. .....,,. H RESULTANT LOAD(PLF) '°"' JHj TABLE 2 PERPENDICULAR TO WIND LOAD Span DESIGN PRESSURE(PSF) ( ) In 40 5060 70 75 ao 90 100 1 10 120 130 48 24_ 32 48 56 64 72 80 88 104 112 128 136 54 24 32 48 56 64 72 80 88 104 112 128 136 - 4 _ 4 4 64 7 104 it 1 44 G 24 40 48 5 64 7 104 112 128 144 IGt 7 24 32 48 56 64 72 80 104 1 1 136 168 >',T• 7 32 40 56 64 80 8 96 112 190 144 168 00 ,E 40 6 8 100 120 1 140 17 190 250 �^ 50 60 9 110 130 1 160 190 230 2 300 340 96 50 70 90 120 150 170 180 220 260 300 340 390 ` 102 50 80 100 130 170 190 210 250 290 340 390 430 10 230 60 80 110 150 190 210 70 320 80 430 48 w' 11 6 90 120 160 200 230 2 360 410 480 520 g_ F 12 7 1 1 0 170 220 240 27 3 390 450 2 570 N Y. ",�Fj 126 70 10 140 190 240 260 290 350 420 490 570 610 1 0 110 150 200 SO 280 310 0 450 530 610 660 138 1 80 120 160 210 260 290 320 390 460 540 630 680 U 144 80 120 1 0 22 270 300 330 40 480 560 640 700 Z ISO 90 130 170 220 280 310 340 410 490 570 660 720 156 90 130 180 230 290 320 350 430 500 590 670 740 G 162 90 140 180 240 300 330 360 440 520 600 690 770 N 168 100 140 190 250 310 340 380 450 530 610 710 790 Lu E 174 100 150 200 250 320 350 390 46 540630 720 810 7 E _ 180 100 150 200 260 330 360 400 470 550 640 740 830 1- 186._ 110 160 210 270 330 1 370 410 480 570 660 1 750 850 N w w _192 110 160 220 280 340 1 380 420 49 580 670 1 840 1010 o 198 120 170 230 290 Q p C, 204 1 300 Z c w - 210 130 180 250 310 3 u ? _ 216 140 190 260 330 I— a m Z 222 140 200 270 34 O ° 0 N a z 1 1280 Q coo D 234 150 220 290 370 z D; 240 160 220 300 380 3 2" 160 230 310 390 Ty=PERPENDICULAR LOADS T=SCREEN TENSION N = 2 17 43204 (EITHER DIRECTION) < V 258 180 2 330 42 <2 _ 264 180 2 34 430 u 270 190 260 350 440 00 27 19 7 4 I- 282 200 280 370470 N C 288 200 290 380 4 Tx=PARALLEL LOADS --C 294 210 3 _ 390 490 0 300 - 220 400 510 Q 306_ 220 310 410 520 a o _ 312 230 320 420 5 318 230 3 430 40 12-4 -- 240 _ 340 440 560 >o 336 250 340 450 580 LOADS ON EXISTING STRUCTURE �_ 2-B B 342 260 0 470 600 0 <3 Z W ;B, 260 370-- 610 SIDE,SLIDE,GROMMET,&STRAP INSTALLATIONS U w ° 354 270 380 490 620 1 =z 360 270 380 5 630 N o Z ; NOTE:SIDE RAIL SECTION SHOWN SLIDE TRACK.GROMMET.AND 366 280 390 510 640 z oW 372 1 64 STRAP SCREEN LOADS APPLIED ALONG ANCHOR LINE. 378 280__ 390 520 650 - 3 0 2 0____ 4 530 660 Jeffrey C.5-20 660 Digitally signed by Jeffrey C.Friant,P.E. �8 3 0 410 540 680 Frlarlt, P.E. Da a 2020-1G.19 4 A 6 A 60974 12:29:29-04'00' 12 11 10 9 8 7 6 5 4 3 2 12 1 I 10 9 8 7 6 5 4 H TABLE 3 MINIMUM SEPERATION FROM GLASS(inches) = s IH� ADD I"FOR MIAMI-DADE HVHZ \ r' Span DESIGN PRESSURE(PSF) e (in) �^ - 30 40 50 60 70 75 80 90 100 110 120 130 48 3.0 3.1 3.3 3.4 3.5 3.5 3.6 3.7 3.8 3.9 4.0 4.1 �' 3 54 3.0 3.1 3.2 3.3 3.5 3.5 3.6 7 9 4 0 4.1 60 3.1 3.4 3. .6 3.7 318 3.9 4. 4.1 Q n 66 3.1 3.3 3.4 3.5 3.5 3.6 .7 .8 .9 4.1 4.2 "a 72 3.1 3.4 .5 .6 4 4 4 4.8 _78 3.4 3.6 3.9 4.1 4.3 4.4 4.5 4.7 4.9 5.1 5.3 6.0 84 3.9 4.2 4.5 4.7 5.0 5.2 5.3 5.6 5.9 6.2 6.5 7.1 90 4.3 4, .1 5.4 5.8 6.0 6.2 6.6 1 7.0 7.4 7.7 8.2 - 96 4.7 12 .7 6.1 6.6 6.8 7-1 7. 9.0 9. k N 102 5.1 5.7 6.3 6.8 7.4 7.7 7.9 8.5 9.1 9.6 10.2 10.5 W 108 5.6 6.2 6.9 7.5 8.1 8.5 8.8 9.4 10.1 10.7 11.4 11.6 114 6.0 6.7 7.5 8.2 8.9 9.3 9.7 10.4 11.1 11.9 12.6 12.7 yx"� 120 6.if- 7. 1 - - 7 1 .l 1 1 . 126 6.8 7.7 8.7 9.6 10.5 10.9 11.4 12.3 13.2 14.1 15.0 15.0 132 7.3 8.3 9.3 10.3 11.3 11.8 12.3 13.3 14.3 15.3 16.3 16.1 138 1.7 8.7 9.7 10.7 11.7 12.2 1 12.7 13.7 14.7 15.7 16.7 16.6 U ^a 144 9.1 10.1 11.1 1 .1 12.6 13.1 14.1 15.1 1 .1 1 17.1 17.1 z 150 8.5 9.5 10.5 11.5 12.5 13.0 13.5 14.5 15.5 1 6.5 17.5 17.7 156 8.9 9.9 10.9 11.9 12.9 13.4 13.9 14.9 15.9 1 16.9 17.9 18.2 I 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 W a 168 9.7 1 7 11.7 1 .7 1 .7 14 14.7 1 I .7 17.7 I .7 1 I ! 174 _ 10.1 11.1 12.1 13.1 14.1 14.6 15.1 16.1 _ 17.1 18.1 19.1 _ 19.8 0� - jEl 180 10.5 11.5 12.5 13.5 14.5 15.0 15.5 16.5 17.5 18.5 19.5 20.3 w 186 10.9 1 1.9 1 12.9 13.9 14.9 15.4 15.9 16.9 17.9 18.9 19.9 20.9 192 11.3 2. 13.3 14.3 15.3 15.8 16.3 17.3 18.3 1 2 2.2 2 4.9 5 v�� LL c -L' i 198 1 1.9 12.9 13.9 14.9 o I g � i 204 12.5 13.5 14.6 15.6 Z co 7 210 13.1 14.1 15.2 16.3 - w a w Z 222 14.3 15.4 16.5 17.6 0 " < oz ' 228 1.4. 16.0 17. 18. Q m N o D: 234 15.5 16.7 17.8 19.0 0 3 240 16.1 17. 18.5 19.7 N r 252 1 . 1 . 19.1 20.4NOTE:INSTALLATIONS NOTE:INSTALLATIONS C v 252 17.3 18.6 19.8 21.0 OUTSIDE OF THE HVHZ THAT OUTSIDE OF THE HVHZ THAT < a 258 17.9 19.2 20.5 21.7 264 1 19. 1.1 22,q ARE NOT WIND ZONE 4 OR ARE NOT WIND ZONE 4 OR GLn:IVG - 270 19.1 20.5 21.8 23.1 ESSENTIAL FACILITIES DO ESSENTIAL FACILITIES DO Q O 276 19 21,1 22.4 23.8 NOT REQUIRE SEPARATION SCREEN NOT REQUIRE SEPARATION 282 20.4 21.7 3.1 24.4 FROM GLAZING. FROM GLAZING. C 288 1. 22. .7 25.1 294 21.6 23.0 24.4 25.8 _ w 300 22.2 23.6 25.0 26.5 DEFLECTION MUST BE a M Z I 306 22.8 24.2 25.7 27.1 MEASURED AT PANEL DEFLECTION MUST BE o o` moo°= I 312 2 .4 24. 27 MID-SPAN. SEE TABLE MEASURED AT PANEL o j 318 24.0 25.5 27.0 28.5 __ 1 324 24.6 26.1 27.7 29.2 ABOVE FOR MINIMUM MID-SPAN. SEE TABLE 3 o a 330 25.2 26.8 28.3 29.9 SEPARATION FROM GLAZING, ABOVE FOR MINIMUM o ?z o 336 7.4 _ 29.0 _.._. 3 SEPARATION FROM GLAZING. ,� p 342 6.4 28.6_ 29.6 31. _ scReeN 348 27.0 28.7 30.3 31.9 o i 354 27.6 29.3 30.9 32.6 s Z 360 29.9 31.6 33.3 DEFLECTION DIAGRAM DEFLECTION DIAGRAM o 366 28.5 30.2 31.9 33.5 Z ^o 372 28.8 30.5 32.1 33.7 w 378 29.1 30.7 32.3 34.0 384 4 1. 34 Jeffrey C. Digitally signed by _ 390 29.7 31.3 .8 34.4 y Jeffrey C.Friant,P.E. A 396 30.0 31.5 33.1 34.6 y 402 30.3 31.8 33.3 34.8 _- Frlant� P.E. 60974 408 _ 3 32.0 3 35.0 Date:282G.1019 - 60974 12:29:55-04'00' 12 IT 10 9 8 7 6 5 4 3 - 2------- --: 12 11 10 9 _ - -. _ 8 TnnNYc.IIINNI.r.e TO 11 R/NN NA BRr)1 i�Twi H1 1/8"0 ALUM.POP RIVETS(TYPI 7 GEAR PLATE OR ' ALUMINUM HOOD BACK MOTOR BRACKET I ROLL FORM.040 ALUM. OP ENTRY e� RAJ GUIDE O SIDE RNL r i _x.. / r nA5x7 � V n I x 1/B"ANGLC.ATTACHED V z I ^ AT 24"O.C.MAX. ' U GEAR OR Q, F 1!B"0 ALUM.POP RIVETS YP TUBULAR MOTOR e 1 I DRIVE L I- STEEL ORAL UM.TUBE---_-�1� 6Gn in OR Tom 3 I ,aJ 6 ROLL-UP SCREEN INSTALLAMN!-SCAIF:NT.S. Z 8 60mm l R/Cmm BEARING IME PLATE OR OR ® L�a n IDIER SUPPORT STANDARD PIVOT UP TO 100 LBS SCREEN WEIGHT WITH: i Z 4"TO 14"CAS"SIDE PLATE (3)5/16 TAPCON OR m x 10 x 314"TEKS(TYPI (3)1 Pr 0xi"SMS * TOP ENTR'I ALUMINUM HOOD WONT 1 F I -Y RAIL CUIDE ROLL FORM.040'ALUM. Q Y - � SIDE RAII. F M 10 x 3/4"TCKS(TYP) SCREEN ; UP TO 350 LBS SCREEN WEIGHT WITH: _ BOTTO/A BAR (4)5116"0 TAPCONS OR Z > (6)1/4"0 xi"SMS = a _ I_ PLASTIC TRACK GUIDE N 4lP"MAX SPAN WIDTH -I w E rRO 1LL-UP COMPONENTS AND END CAP ASSEMBLY DETAIL F_ E �1ROLL-UP SCREEN SINGLE PANEL ELEVATION 6 ROLL-UP SCRFENwsTA1LANUN-N1S. uPu72?OLBsSCREEN WEIGHT WITH: (n LU s "YPICA.SINGLE SPAN LP TO 34'-0 INSTALLA"ION-N i.S m C (4)5/16'01APCONS OR r '� p H (4)1/4"0xl'SMS Q Pi O Z J > > 3 � a 7 ~ O Y ° ¢ Z Q04 C V ¢ Z D (2)MOUNTING BRACKFT SHAPES ro LL j 5 ROLL-UP SCREEN INSTAL.AIIONS-N.T.S. N S < V i � U A,.UM.11111 i TUN BUILD-IN OR BUILD-OUT EXISTING STRUCTURE 0 C Z .' N o CD El �5 p >Z n m SEE BRAOKEI FASTENER SCHEDULE IHI$ SEE BRACKET FASTENER SCHEDULE TMC j G C SHEET FOR FASTENER SIZE AND QUANTITY SI4EEI FOR FASFFNER SIZE AND QUANIIIY x Z W N g - ---""-""--"-... v w 3 B w� r 3 z 1-- - "— MOUNTING BRACKET p MOUNTING BRACKET MOUNTING BRACKET O 4p6 MAX.SPAN WIDTH _I (SEE DETAIL THIS SHEET) (SEE DETAIL II RS SHEET) (SEE DETNL THIS SHEET) 3 d f~"� ZY �a�a nROLL-UP SCREEN MULTIPLE UNIT-ELEVATION 0 y_ 6 APPROVEC INTERMEDIATE MULLION REQUIRED FOR INSTALLATION-N.T.S. / \MOUNTING BRACKET INSTALLATION Jeffrey C. Digitally signed by A e Rou-uP SCREEN-N T.S. Y Jeffrey C.Friant, A Friant/ P.E. P.E.60974 Date:2020.10.19 60974 12:33:25-04'00' 12 1 -- r----—9- I 6 4 3 2 1 10 9 7 6 UBS RAT HFOUTA0 FOR.) HEAD B X ANCHORS OF 7% I S NEE r , `_ FFFMC FIr1UMT FE F i INSTAL THEAPPHOPRIA I E ANCHORS TO THE GIVEN RRI�I" SUBSTRATE s 2<'O C YP HEAD BOX ANCHOR$ L APPROPRIATE.ANCHORS 1/4�SELF-TAPPING + 2xl/B' Jeffrey SfA3 3'FROM EACH END ,y�.,• CONTINUOUS NEEDED TO PR[V[Ni HOl1SiNGt'.v,���EE FROM SAGGING. AND 24 O C.(TYP) :' M+t••1« SYSTHrt AND THEREFORE DO NOT FOLLOW THE ANCHOR Al UnA1NUFA ANGI E E TUBE BUD HEADER FABRIC ATTACHED eP', Fria ntJ Be•Lbf7" :.� TABLE SCHEDJLE MANUFACTJRER' flI SEE SHEET 3 FOR TUNE.OPTIONS ;*i H A 2'x 2 x I/R•CONRNl10lIS SFECIRCAIIONS P.E.60974 ALUMINUM ANGLE Io,R RR. FFFSURABLE SUBSTRATES e , Digitally signed INCLUDE CONCRETE. CONCRE ft.f•II ELF DCMU, by Jeffrey C. �- n INSTALL THE GROUT FIT AfD BLOCK. 0 0 Friant,P.E.60974 6I APPROPRIATE �;', i; A W MIN UM STEEL, ANCHORS TO THE ' Date:2020.10.19 HOLLOW BLOCK. N AND WOOD. GIVEN SUBSTRATE.PER 1233.49-04'00' „m WE ANCHOR TABLES. 1 FABRIC:ATTACHED PER 1 MANUFACTURER'S 1 HOUSING SIZE VARIES WITH ROLL A W SPECIFICATIONS. DIAMETER.RONG MECHANISM O c i I SUITABLE SUBSTRATES I MAY ALSO BE HIDDEN OR INCLUDF CONCRETE. MOUNTED IN EAVE OR SOFFIT ' CONCRETE FILLED CMU, f i w^gym GROUT FILLED BLOCK. I I ALUMINUM,STFFI HOLLOW BLOCK. FI AND WOOD. - F SID TRACK GUIJF:.00ATION MOUNTED OUSING SIZE VARIES WITH ROLL / , AMFTFR.ROLLING MFCHANIS vA"ALSO BE HIDDEN OR ZSIDE TRACK GUIDE LOCATION IN EAVE OR SOFFIT — S ROLL-UP FABRIC OR SCREEN N ar SLUE RAIL ATfACFIF..D PER p, fL3"x3"xl/8"ALUM.(IYP) APPROPRIAI'EANC:HOR TABLE. w I IE� ROLL-UP SCREEN VERTICAL 3'x(VARYING DEPTH)BUILD-OUI � F- LL El 1/4"0 SFLY-TAPPING FASTENED PER ANCHOR SCHEDULE.OFFSET (n W SIDE RAIL ATTACHED PER SMS(21 PER LEG(1YPI BUILD-0UT ANCHOR LOCATIONS 3"TO ALLOW w -' O w 1 SUITABLE SUBSTRAI ES APFROPRIATE ANCHOR TABLE. ,4 TOP&BOTTOM SIDE All.TO BE MOI INIED PER THE. rn LL O ✓Nri u. _ INCLUDE CONCRETE. N C PUBLISHED ANCHOR SCHEDULE (-Y- CONCRETE FILLEDCMII. I SEE SHEET iT FOR I y ui j GROUT FILLED BLOCK. I EOrTOMBAR I ® O — 3 m w = ALUMINUM.STEEL., I BRACE DETAIL I ROLL-UP SCREEN BOTTOM BAR J Z $ HOLLOW BLOCK, -------� WITH OPTIONAL.SEAL INSFRI. y, P Q O { AND WOOD. INSTALL THE APPROPRIATE ANCHORS TO THE Q CV O N Q Z f ID! SCREEN BAT OM BAR 1/8"THICK ALUM.ANGLE SILL (j 1 + BOl TOM BAR SEAL GIVEN SUBSTRATE PER THE ANCHOR TABLES. IpPTIONAI) .p Z 1I •, 3 CONCREfESHOWN.OIHERSUIIABLESUBSIRATES to w F± INCLUDE CONCRETE FILED CMU.GROUT FILLED BLOCK. ;�TFIIC:K ALUM,TUBE 1/C'0 SELFO.c.TTJG = - HOLLOW BLOCK,ALUMINUM,STEEL.AND WOOD. SURD-OUT SILL SEE SM$�^24"O.C.(TYP) SHEET a FOR TUBE � U _ •• OPTIONS. • O.BLYJ" 0 3.250' N -�•F--tom- BUILD-0UT OPTION 0 ROLL-UP SOLAR/BUG SCREEN 2 ROLL-UP SOLAR BUG SCREEN F— / Sf CI1c�N vlfw 7 N.T.). SFCTIUN NFW 0.'98 4.000 I 0.209" 0.2 1 883" I N f t I.7.i5L1. o.9tin- Ho o w 1 3 W �MAX ROLL-DOWN TRACK �MAX ROLL-DOWN BOTTOM BAR RAIL TOP ENTRYGUIDE /SCREWS,LE ?Q p a 3/a"BL11L0-OHT SIDE RAT_WITH NAP NC V R / See LION view / N.Is sE<'Fn.vu., 7 N1_s. steno,vuw i >�"k rl vle� o11 0� 1vw3 z m B B r 1.465' 0.700" a k' K 6 Z 0.1 I5" 0.209' 2.00C 1 038" 30" 3 a 0,2 2.750.' 1.038" 2.176" o�c O O W a U.150 II+E 80TiCW JAR IS ce ]w f REQUIRED ONLY FOR '10 ROL JNV SYS rFMS.PIS 0.267' I+ARUWARE AGC FSS NUI11.J'RFU HARt:W ARf.ACC f SS CLOSIL OPTIQ AL FOR MANUALLY j WITH Snwr+V+RI'IONIirvI � �0 WITH SNAP IN CCVFR(TYR) OFERATHI SYSIFMS. A 1.3125" .30C" 7 8 F W VF 9 N}r ` 10 _ 11 BOTTOM BAR RACK GUIDE(PLASTICI j 7 Ni.S +F�nCN�V[W 7 Nit. Si cnON VIEW F:nON VIEW / Nis. SECTION VEVI 7 Nic SECTK+N AFW' 1 9 _—_� __. �. 7 _—�__ ��—�._� 4 _ ---- �—— 5_ 4 3_ 2 1 SUITABLE SUBSTRATES INCLUDE SUITABLE SUBSTRATES INCLUDE SUITABLE SUBSTRATES INCLUDE �t ? CONCRETE.GROUT FILLED BLOCK. CONCRETE,GROUT FILLED BLOCK. CONCRETE GROUT FILLED BLOCK, I f� ' CONCRETE FILLED CMU,ALUMINUM. CONCRETE RULED CMU,ALUMINUM, SEE TABLES FOR APPROPRIATE CONCRETE FILLED CMU ALUMINUM. Jeffrey I I reY �Spf''I`��1y'B4Nr j •iOLLOW BLOCK,STEEL AND W000. HOLLOW BLOCK.STEEL AND WOOD. ANCHOR AND SPACING HOLLOW BLOCK.STEEL AND WOOD. - H SEE TABLES FORAPPROPRIATE APPROVED 3/,('BUILD-OUTSIDE SEE TABLES FOR APPROPRWE C. Ffidnt„ H' SEE TABLES FOR APPROPRIATE RAIL PER DETAILS ON SHEET 7 ANCHOR AND SPACNG ` qr ANCHOR AND SPACING ANCHOR AND SPACINGTi v APPROVED 3/4"BUILDUT SIDE APPROVED 3/4'BUILD-OUTSIDE -0 P•E• z-•;. .„ I APPROVED SIDE RAIL RAIL PER DETAILS ON SHEET 7 PER DETAILS ON SHEET 7 RAIL PER DETAILS ON SHEET 7 •"'•�,, � '•"' 1 609/4 ' Digitally signed'' ii u G ♦ by Jeffrey C. I m Friant,P.E. �G ° dd 60974 • SUITABLE SUBSTRATES INCLUDE Date: ♦ " CONCRETE.GROUT FILLED BLOCK. •- CONCRETE FILLED CMU.ALUMINUM 2020.10.19 _ HOLLOW BLOCK.STEEL AND WOOD. T 2:34:10-04'00' 7•.i a ^k� (�1WALL MOUNT-SECTION WALL MOUNT-SECTION r3 WALL MOUNT-SECTION ""w F B 1YPIC'ALSIDLR'AILINsALL�10N(nPWN-I-N.I.S. B :+/4"BUILD-O'J1SbCRAILI�$iALLA'IOrv;OFTgNa1-NT.S. a ya"BVILI:>-OU'$IDERAlI.R1SInl;A1K)NIi�PiK>N41.N.It �1WALLMOUNT-SECTION S? F 8 3/4"BUILD-OUI SIX RALINSTAL,ATION(OPTION 4)-Ni.S. s/a"m AccEss HOLE(TYP) (OFFSET FROM DRIL-FLEX( 1/4.14 DRIL-FLEX(TYP) - (SEE ANCHOR TABLES FOR SPACING) APPROVED MULLION = 1/4-14 DRII-FLEX;TYP) S.TABLES FOR APPROPRIATE Z > SEE ANCHOR TABLES TUBE OPTIONS (SEE ANCHOR TABLES ANCHOR AND SPACING = FOR APPROPRIATE �,.''4. .3- FOR SPACING) to mod,' ANCHOR AND SPACING 3.,x 4. 7'z 3 Ulf r ]",3" NOTE. E 4"•4. +ULLIONS rOR77 E ILL TMI F UNIT I— II a INSf AL LAWNS SHALL (n IW11 �y�I I-A/E APPROVAL.HCR LL O It'GL, ".IC.N; ♦ INN TYP=JF SI-U!IER O N • i" ..•; SYSTEM. Q O K O LL ANGLE ovtR.)Ns 1/4"-14 DRILL-FLEX(TYPE Z 3 j a _- 2"x 3 x- (SEE TABLES FOR d ° SPACING) H a G O 3"x3'x- O N_ Q Z SEE TABLES FOR APPROPRIATE Q D ANCHOR AND SPACING ♦ LL Z 5/80 ACCESS •0 3 ° HOLE(TYP! N w SEE TABLES FOR APPROPRIATE _ �BU LD-OUT MOUNT-SECTION ANCHOR AND SPACING 7 MULLION MOUNT-SECTION S RAIL RJ"Ai.!.AIION(OPnON 6)-NTS- ` Q BUILD-IN MOUNT-SECTION B ROLL TO 11.2174 S1 unnoN;oFnoN 4;-N is U REFER 10 I'-ZU'4+.1 E SI)c RAI:.INSTA.IATION:OPTION 5)-N 1.S. 0 1"z 2'x 1/8"RETENTION ANGLE � O (FULL LENGTH OF SCREEN OPTIONAL) N C 8 REMOVABLE FASTENER _ I"x 2"x 1/8" 8 RETENTION ANGLE • SIDE RAIL ® ° SIDE RAIL O S. O �3oa SIDE RAIL REMOVABLE 1"z 1-1/2'x 1/8" O N . FASTENER RETENTION ANGLE _ � x z o B I"x1-1/rx1/9' "3Wm B -� SIDE RAIL RETENTION ANGLE REMOVABLE =o r o FASTENER ,,, z REMOVABLE FASTENER N r o RETENTION ANGLE-DETAIL �RETENTI N ANGLE-SECTION _Ic RETENTION ANGLE-DETAIL ETENTIO ANGLE-SECTION z o B SIUL RM.IN;A-;AIION k)PIK)N 1-N.!.S. B SIDE RAq.INSTAL.ATION)OP1pN'1)-N.I S B SIM RAIL INSTALLATION(OPTION II-N T.S. B SID�2AR MSInI.I.ATION(OPTION I;-N.I.S. � O 0 w NOTE:THE RETENTION ANGLES ARE NOT REQUIRED WHERE THE SLIDE NOTE:THE REIEN11ON ANGLES ARE NOT REQUIRED WHERE THE SLIDE .A SCREEN TRACK ENDS ARE AGAINST THE EXISTING STRUCTURE. SCREEN TRACK ENDS ARE AGAINST THE EXISTING STRUCTURE. R ! V 12 _ II 1Q _ 9 8 7 6 — -- — a q SEE TABLES FOR APPROPRIATE ;�"�;'�••,,, 9 ANCHOR AND SPACING H SEE GROMMET AND STRAP SYSTEMS \ - w!ono ` SLIDE H FOR ALTERNATIVE ATTACHMENTS(TYP) TRACK SLIDE TRACK l�w•O- _ Qm 1"x I- x 1/B' h 9 RETENTION ANGLE F RETENTION ANGLE �/� REMOVABLE " Lj REMOVABLE FASTENER FASTENER � �RETENTION ANGLE-DETAIL(OPTIONAL) RETENTION ANGLE-SECTION (OPTIONAL) x'+ �:/SLIDETRA INSTALLATION OrTION 11.N T.S. INSTALLA.TK(N-NA S NOTE.THE RETENTION ANGLES ARE NOT F REQUIRED WHERE THE SLIDE SCREEN TRACK i F ENDS ARE AGAINST THE EXISTING STRUCTURE, SPRING PIN. SEE NOTE' v (@SLIDE SCREEN SINGLE PANEL-ELEVATION SLIDE TRACK Z Y .. .:SI:`=:. .....1•Yl.:-V[-INICAN OR HORIIONIAL INSTAL LATION-SCALE N.T.S.FFN SIN('IF PANFI ® P N - _ NOTE:FOR a SIDED OR THE SPAN IS IN UJ � o ran.ALzswmAIA:7nmwl-vLxIICALORnoxRK?NTALwsIAc-+nKn+.il•, THE SHORT DIMENSION BEWTEEN FASTENERS. E Q 7, E W S S LL O O i O SLIDE TRACK 0 O H ..- /� AD(STABLE RETENTION SPRING PIN PLUG,SEE NOTk�` w W Z �1NEOPRENE ADJUSTABLE PLUG W/BRASS FITTING r61STAINLESS STEEL SPRING PIN � g - N < z �IIDC ikaf.K INS)ILLATION jOPTON 2(-N T.S. 9 SLID[TRACK INSTALLATION IOPTION S)-N.I.j. Q � w ` SUITABLE SUBSTRATES INCLUDE ? CONCRETE.GROUT FILLED BLOCK. 5(OFF ACCESS HOLE(TYP) < .0 3 CONCRETE FILLED CMU.ALUMINUM. NONQTTE��� ANY MECHANICAL OR POSITIVE LOCKING (OFFSET FROM DRIL FLEX) HOLLOW BLOCK,STEEL.AND WOOD. *FE MAY BE USED IN LIEU OF THE PLUG OR v4-la DRK.-FLEX pYP) N = SPRING PIN SHOWN IN THIS DETAIL AT TOP OR $EF ANCHOR TABLES SEE TABLES FOR APPROPRIATEBOTTOM TO HOLD PLASTIC FABRIC INSIDE TRACK. TUR a acwK,) ANCHOR,SPACING ANDNDU EDGE DISTA.NCE. 0 � O N C 1/4.14 DRIL-FLEX'TYP) 1/B"OR 114"WALL THICKNESS (SEE ANCHOR TABLES )SEE SLIDE TRACK MOUNT TABLES ON 1"x 4" FOR SPACING) SHEET 9 FOR THICKNESS) 2 x 4" T'x 2" u.l Ri o j z % x O O - ..• •t.• Li oz i 'm • v B TU3E OPTION' i, U u'3 w m B 7.4",>- 7 a _ 3.4' = O AK MFNTS FAI S F' 1 4'x 4"3"x 3' - ¢2 v a=3 Z NOo~ ANGLE OPTIONS EASY SCREEN SINGLE PANEL-ELEVATION A. 3"K3 3 a 0 a c FOR APPROPR T SEE TILE V.F ANCHOR. •n I- �TYPICA.2 SIDCD A7TPK.IIMCM-'/CRTC.nL OR NORI20NTALINSTALLATON-N.i.j. � $EL IABL[S FOR AFPROPRIAfE. 2"K 7"x�' ANCHH OR.SPACING.AND , ANCHOR.SPACING.AND. • •LOGE fNSiANCE• FQGE IN$�ANCE• R . Digitally signed b Jeffrey WA MOUNT-SECTION 9 Y 9 Y Y LL OU S S/Ir'0 ACCESS HOLE(FYP) A q JeffreyC. Fr)ant,c.FTiant,P.E.6o974 IYPICALSLH]E TRACK INSIAHATIONIiYP110N11-".'S. 4 P.E. 60974 Date:2020.10.1912:34:38 @BUILD-IN MOUNT-SECTION BUILD-OUT MOUNT-SECTION / ( I -04'00 DE TRACK INSTA.LA TION(OPTON i;-NTi 9 jliDf'KACK INSTAI I A 1ION(OPTION 3)-NT.S. 9 9 - - -- - ----�---— — - --- ----SII�lYC.I1IWIL F.!---- 0.1KRFT 1K SFE.SI IDE.AND STRAP SYSTEMS KTA' _ H nv - FOR AL fERNAi1VE Al'fACh MEN IS(IYP( +OR oP.•'�"•' EATSRN(:SIHUCIUNE NY°; ` LE1f•.xau•'g u.iuu SUITABLE SUBSTRATES NCIU.> 9 (:ONCRETE.NL GROAT FILLED BLOCK. CONCRHEIEDCMU.A.UMN— HOLIOw BLOCK.STER ANC WOC'. I) _ -__- REMOVABI.0 FASTTNTR ITYPI LJ ISEE TABLES FOR APPROPRIATE H T. ANCHOR AND SPACING) W T v ID 03 NK:KFI I—TtD .` PRASS GROMIAEI q O L a F F a V� L^_1GR(3AAMFT-nFTAII (_�_ilp(611 MEl11NT-SFCTInN 7 0 15 10 RICAiRiSiA1.1.gIIC'Nf0'IK:rII!.N.,3. Z > 2 P W E SCREEN SINGLE PANEL-ELEVATION 7, E IU T+PK:>.'SIf:H)AIIACFMFn'-v-¢IR:+,041IORL'ONT;..INS A.IA7I1)N-N.1.5. W S V) LL Ofir, 0 N N O r LL 17'MIN. 7 3 p W 2 OVERLAP 10 )0 W z p w < O Z IRACK BOLI(TYPI cop N Q ;DI ISFE TRACK BOLT TABLE _ Z FOR SPACINGI ` •0 3 N S ^c IRACK ITYPI U S TRACK GILT ITI'PI ♦ M ISEE IRACK BOI.I O TABLE FUR SPACINGI I N ICi i a � w � _ � � NON1W _1 CK 17=O p I OR STUDD=D I TRACK IIYP; Q 3 p LL 7 2 N m �Q � TAPCpN OR RFM7VAB1,FASIHIFR(IYPI TAPCONORREMOVABLEFASI=NFPIIYFI B; !SE-FASTENERTABI.FSFORSPACINGI U W 3 B I ISEE FASTENER TABI-S FOR SPACINGI 2 m Q 6 =O O �NI111 t7-IN MOUNT-SFC'TIONAA01 IdL-SE�IlQL1 I-,�a z 10 ANtii.9."T'OP�111IJDPU I•llnlLAll:>N IOPTKxI)I'N.'.S. ICI STANpAR[)CNt BIA[:-OIi NSTAUPipN ItW1FJN 31-Ni.S. � O V I- 38'-6"MAX SINGLE PANEL LENGTH ITYPI 38-6 MAX SINGLE PANEL LENGTH(TYP) z �- JNLIVI-ED'J N- IX 6 ¢0 O SPAN LENGTH ,pILIMITED NON-SPAN LENGTH _ 0 ✓i p N a Q REEL1 MULTIPLE PANEL-ELEVATION OGROMMET SCREEN MULTIPLE PANEL-ELEVATION Jeffrey C. Digitally signed by 10 IA'-IJ.CRFHI-'VEk-ICAI.ON FD VOIT AI I•SI-.g11C.••-N.-I ID Jeffrey C.FriantF P.E. OPBCNAI COI UI.I. A"a^II.I�Ni-VFk'IICAI OR II.7RI],�NTPI INSIAI IATION-N' Friant, P.E. 60974 O Date:2020.10.19 i 60974 12:35:01 -04'00' — - 10 9 3 - - —1 ----_.—`� — q I - - �— -- 3 1 Jeffrey C. H �3' �� t� — 1 Friant, P.E. �.�»: H 60974 "" " ) .,,.` -4 1 L� �. SA oal3' 0.6 s o.31r' o.6se" D.313"o.6sR .9 Digitally signed --LEI Leis° 2"x by Jeffrey C. �E 1.675" .093" 1.675" ,093.. I.675" Frlant,P.E.60974 Date:2020.10.19 W 09' 12:35:25-04'00' a2 C' O.OY3" ?.WO" -� ALSO AVAILABLE I^ 2.(100'� � I 2.009' �+Y dull-bOUt w^�N / TRACK BUILD-OUT F'TRACK �'1REVERSE ANGLED T'TRACK ° STANDARD'F'TRACK ��STl1DDED ANGLED TRACK y" F dUG?-7G A.LMINIiv'IJ T.:. it GOG� I' li 6063-To ALJMINUM-Ni.S. 1t 6063T6AWMINUM-N T.S. ! � n e G ALJI.AINDM-V.i.S. GI:GSTG ALUMINUM•N.T.S. � •. F U ZIPPER KEYNOTES z = A. l31 ROWS STITCHING EACH SIDE N OF ZIPPER THREAD:138 DENIER POLYESTER. W S. ANY SPRING CLIP W/MINIMUM E RATING OF 50 LBS.W.L. w s C. 2"WIDE SEAT BELT WE83ING WIIH LOOP. r c D. STRUCTURAL EDGE HEM.VARIES BY of vi o H PANEL.SEE SHEET 1. 0 p E. 2"WIDE SEAT BELT WEBBING W/ Z w D3 u j BOX STITCH. O 0 Q' 0 N a Z •0 3 fn w S Q 0 � O C NOTE:�• I'MIN. Tn I. APRROVED FOR UP TO 60PSF MAXIMUM. 2. MUST BE INSTALLED IN SPAN DIRECTION. nBOTTOM BAR WIND BRACE 3. SHALL NOT PENETRATE HEMS. z II CORNER-ISOMETRICVIEW Q �_ a S O w I x O O a 3 O O O J a G x z a _ c=7 o Q3zm ;B. w0 -- - - z ✓ r V Z F nBOTTOM BAR WIND BRACE L. 6m"MokX•I1 CORNER-TOP DOWN SECTION VIEW —.._ A NOTE: SLIDE TRACK SLOT DETAIL A THE BOTTOM BAR BRACE IS RECOMENDED FOR SCREENS OVER 16FT AND �I dM3-16 ALUM NUM-N.IS. 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V 0 \ u _\ •. 0 .a 7 4 - i 3AYY[.fMVIr.�.E OPTIONAL FLAP RMBiR (WHeN REQUIRED PER FIX ED OR S "0y era% GENERnL NOTE n71 STRAP 13RACKEF WITH ADJUSTABLE EXTERIOR FACE (21 I/4"OR 5/16"IAPCON(TYP) H STRAP (SEE FASTENER FABLES FOR SPACING) EXISTING STRUCTURE(TVA) _ .` �� H SUITABLE SUBSTRATES INCLUDE $ w4tr - OPTIONAL FLAP CONCRETE.GROUT FILLED BLOCK. REFER TO FASTENER `y4,p,�T WHEN RFOUIRFU PER TABLES FOR LOOP SPACING, --- "'•���4�E1R•,a ( CONCR[TE FILLED CMU.HOLLOW BLOCK 6•, 0'TO?0' GENERAL NOTE k7) ALUMINUM,STEEL,AND WOOD. 5 MAK 3" 1 EXTERIOR FACE y:. r t. 1/4"MAX.GAP M ; 4 3.. ) U NOTE:CAN BE ATTACHED 0'10 30' J G To EXILMOR OR 1 eIS INTERIOR FACE T •• C V FIXED OR ADIUSTABLE STRAP G f STRAP BRACKET WITH (2)1/4"OR 5/16'TAPCON(TYP) • (SEE FASTENER TABLES FOR SPACING) S =W ATE FIXED STRAPILOOP DETAIL nOUTSIDEMOUNT-SECTION 3 STRLICIRALATTACHMENT FOR LOOP-N.T.S. ;. 13 5TRA'BRACKET INSTALLATION(OPTION I)-N.T.S. (3)ROWS SIRCHING&BOX STITCH y^`+ PI-AN VIEW'JETAR. �11NSIDE MOUNT-SECTION a s F F 13 STRAP BRACKET INSTALLATION,UP110N 1-N.*.S. n OPTIONAL FLAP PLAN VIEW ULINI. (WHEN REQUIRED PER 1/7'x 3T EARTH ANCHOR GENERAL NOTE 47) FIXED OR W/WELDED CENTER EYE � ADJUSTABLE THREADED INSERT IN CONC.OR FILLED CMU &4"HEUX X A.x 6'SCH.40 PVC(TYP) 7 _ EXTERIOR FACE STRAP LAG EYE BOLT IN WOOD(TYP) O Z m (SEE FASTENER TABLES FOR SPACING) III= III—III—I O OPTIONAL FLAP 0'TO 30• (WHEN REQUIRED PER I I—III EUE1 I I—I I I—III E + GENERAL NOTE R7, III—I III—III—III I III=1 I E EXTERIOR FACE I/4`MAX.GAP • ., III—III I —III=III—I I I I 1—III N LU W J III— I III—III=I I II I III—I I o C) 3/4'T1 —III—III—III III—I i lI 3n� p o g LL PLNET 0•TO 30• III—I III—III—III I —ill-1 I i I I I=III I —III-1 I I—i I I I I I—1 i I W 15 " W ' NOTE:CAN BE ATTACHED III III—III—III I —III p K °' Q O TO EXTERIOR OR FIXED OR ADJUSTABLE STRAP D C4 < Z III—III —III—III—I III—III Lv , INTERIOR FACT HATCHING THREADED INSERT IN CONC.OR FILLED CMJ 4 _ Q co v D - LAG EYE BOLT IN WOOD(TYP) III III—III—III —III=1 d ? •••. (SEE FASTENER TABLES FOR SPACING) 11 1=1 I I=111=1 I El 11 nINSIDE MOUNT-SECTION 6 a 13 13 EARTH ANCHOR WSTAILATION-NJS. LD 3 - EYE&VIE WD kLAIION 1OPIK�N 4)-N.I.S. 13 PLAN VIEW DETAIL "I.CLASS 4A MEDIUM DENSE SAN..) EYE BOLT INSTALLATION(OPTION 31-N.T.S. 0 O PLAN VIEW DLIAIL POURED CONCRETE WOOD CONCRETE FILLED& Tn C MIN.3 KSI GROUT FILLED CELLS HOLLOW BLOCK MIN S.G.z.551 REINFORCED CELLS N ANCHOR MIN.EDGE MIN.EMB. MIN.EDGE MIN.EMB. MIN.EDGE MIN.EMB. MIN.EDGE MIN.EMB. MIN.EDGE MIN.EMB. LUo — \ 2 X i f /4'TAPCON 3' 1-3l4" 3' 1-3 4" 3' 1-1 4" 3/4" 1-3/4' N/A N/A "o z S I Q — aF-O w /4"DROP IN 3-1/2` '' 3-1/2" 1" N/A N/A N/A N/A N/A N/A 38"DROP IN 4" 1-9/16" 4 1-9116 N/A N/A N/A N/A N/A N/A r p Q 1/7'DROP IN 6' 2" 7' 7' N/A N/A N/A N/A 6' 5.25' a 3 z c 1/a"CRETE-FLEX 2-1/2' 2" 2' 2' 2-1/2" 1-1 4" N/A N/A 6" 5.25' >o > 5/16"Uhrocon(3515 psil 3" 7' 2-1/2" 2-1 hC 3•I/8" 1-1/4" 3/4' 2" 6" 5.25' p a W 3/8"LDT 3" 2-1/2" 3' 2-1/2" NiA NIA N/A N/A 6" 5.25' Y ---r x 3 d19 1 B 3/9"EPDXY ANCHORS' 4" 3-3 8" 4" 3-3 4" 12" 3-3/4" NIA N/A 6' 5.25" _ cle w 3/8`HOLLOW SET 4-1/2" 1-1/7. N/A N/A 4" 1-'IA" N/A N/A N/A N/A V a W mF B 3/9'Combo Anchor LAG N/A N/A N/A N/A N/A N/A 3/4' 2-1i7' N/A N/A C Z I/2"Combo Anchor LAG N/A N/A N/A N/A N/A N/A 3/4' 2-I/2' N/A N/A a i 3 a 1/4"PANELMAfE1NSERIS 3-1/2' I-3 4" 3-1/2' 1-1/7. 3-1/2" 1-I 4" 3/4' 1-3i4" NIA N/A N o o 114"PANELMATE FEMALE 2-I 2' I-3/4" 1 2-1/7' 1-1 8" 2-1/2' 1-1 8.. _*_ 3/4 2 NIA N/A Z W v�F 1 4"PANELMATE MALE 2-I/T I-34" 2-1/7' 1-1 8' 2-1/2' I-1 8" 3/4 2 N!A N/A 0 W a 1/4"PANELMATE WAS 2-1/2 I-3 4" 2-1/2" 1-1/8- 2-1/2" 1-1 8' 3/4 2" N/A N/A h Jeffrey C. Digitally signed o WOOD - 1/8"Alum 1/4"Aluminum 16 GA Steel by Jeffrey C. (MIN S.G.2.55) `Allowable Eaoxy brands&Types. A F ANCHOR MIN.EDGE MIN.EMB. MIN.EDGE MIN.EMB. MIN.EDGE MIN.EMB. MIN.EDGE MIN.EMB. 1)Powers T308 F ri a nt, P.E. Friant,P.E.60974 I/4"SAMMY T 3 threatls 2" 3 threads 2" 3 threads 3/4" 1-3/4' 21 ITW ReOHead A7 Date:2020.10.19 1/4"TEKS 2" 3 threads 2" 3 threads 7' 3 threads - - O9 7 II G V 7 `'F 12:36:38-04'00' 13 12 _.._ ._ .1�� __ —T 6 - - _ 4 3 . 1 CONCRETE TABLES Drop In 3%8"Drop In rRE POURED 4' Drop In H +• .ems SCREEN POURED CONCRETE SCREEN POURED CONCRETERED CONCRETE SPAN$ (MIN 3KSI) SPANS (MIN 3KSI) (MIN 3KSI)UP TOUP TO(in) ANCHOR SPACING(INHES (in) ANCHOR SPACING INCHES ANCHOR SPACING INCHES 24 20 16 12 10 18 1 16 14 12 10 12 10 1 8 6 1 4 1�" - 48 _ 130 _130 _ 3� 130 130 _48 130 130 130 130 130 48 130 130 130 130 130 ��yy 54 130 130 1- 1 130 130 54 130 130 130 130 130 54 130 130 130 130 130 ii' `--' 60 -1 130 130 130 130 130 60 130 130 130 130 130 60 130 130 130 130 130 G 66 130 130 130 130 130 66 130 130 130 130 130 66 130 130 130 130 130 "D 72 130 130 130 130 130 72 30 130 130 130 130 72 130 130 130 130 130 78 136 130 130 130 130 78 130 130 130 130 130 78 120 130 130 130 130 L 84 130 130 130 130 130 84 130 130 130 130 130 84 111 130 130 130 130 90 i 130 130 130 130 130 90 130 130 130 130 130 90 104 125 130 130 130 t_ 96 130 130 130 130 130 96 30 130 130 130 130 96 98 117 130 130 130 0 102 ! 130 130 130 1 130 130 102 124 130 130 130 130 102 92 110 130 130 130 w 108 130 130 130 130 130 108 117 130 130 130 130 108 87 104 130 130 130 Y. IF 114 f 126 130 130 130 130 114 111 125 130 130 130 114 82 99 123 130 130 ul 7g.IF 120 120 130 130 130 130 120 105 119 130 130 130 120 78 94 117 130 130 126 _! 114 130 130 130 130 126 100 113 129 130 130 126 74 89 111 130 130 132 1 109 130 130 130 130 132 96 108 123 130 130 132 71 85 106 130 130 U 138 104 125 130 130 130 138 92 103 118 130 130 138 68 81 102 130 130 z = L144 100 120 130 1 130 130 144 88 99 113 130 130 144 65 78 98 130 1 130 150 ! 96 115 130 130 130 150 84 95 108 126 130 150 62 75 94 125 130 N 156 92 111 130 130 130 156 81 91 104 122 130 156 60 72 90 120 130 w E 162 89 107 130 130 130 162 _ 78 88 100 117 130 162 58 69 87 116 130 LL E 168 86 103 129 130 130 168 75 85 97 113 130 168 56 67 84 111 130 � w 17Iu- 4 1 83 99 124 130 130 174 73 82 93 109 130 174 54 65 81 108 130 J - ° > LL 180 ! 80 96 120 130 130 180 70 79 90 105 130 180 52 62 78 104 130 0 0 o n 186 ' 77 93 116 130 130 _186 68 76 87 102 130 186 50 60 75 101 130 192 60 60 60 60 60 192 60 74 60 60 60 192 49 59 60 60 60 198 60 _60 60 60 60 198 60 72 60 60 60 198 47 57 60 60 60 o N a Z 204 1 60 60 60 60 60 204 60 70 60 60 60 204 46 55 60 60 60 Q — o 210 160 1 60 1 60 60 60 1 210 �55 68 60 60 60 210 45 53 60 60 60 3 D+ 216 60 60 60 60 60 216 b6 60 60 60 216 43 52 60 60 60 N 222 60 60 60 60 0 222 64 60 60 60 222 42 51 60 60 60 iE 228 60 60 60 60 60 228JE 62 60 60 60 228 41 49 60 60 60 234 60 60 60 60 60 234 V49 61 60 60 60 234 40 48 60 60 60 w u 240 60 60 60 60 60 240._ 59 60 60 60 240 39 47 59 60 60 0 246 59 60 60 60 60 246 58 60 60 60 246 38 46 57 60 60 F— o 258 5252 6 ' 60 60 60 60 258 55 60 60 0 258 36 44 54 60 60 60 60 60 60— 252 50 56 60 60 60 252 37 45 56 60 60 Nid 264 53 60 60 60 60 264 54 60 60 60 264 35 43 53 60 60 w o 270 53 60 60 60 60 270 47 53 60 60 60 270 35 42 52 60 60 - a o W 276 52 60 60 60 60 276 46 52 59 60 60 276 34 41 51 60 60 ~0 z __..—... �m o° 282 r 51 60 60 60 60 282 45 50 58 60 60 282 ._33 40 50 60 60 W 3 0 288 50 60 60 60 60 288 44 49 56 60 60 288 33 39 49 60 60 >Z 0 m 294 49 59 60 60 60 294 43 48 55 60 60 294 32 38 48 60 60 0 300 48 58 60 60 60 300 42 47 54 60 60 300 ._31 37 47 60 60 = d w? 8 306 147 56 60 60 60 306 _ 41 46 53 60 60 306 31 37 46 60 60 U o a 8. 312 46 55 60 60 60 312 41 46 52 60 60 312 _ 30 36 45 60 60 ° 318 45 54 60 60 60 318 40 45 51 60 60 318 29 35 44 59 60 Z 324 44 53 60 60 60 324 39 44 50 59 0 324 29 35 43 58 60 o 330 44 52 60 60 60 330 38 43 49 57 60 JeffreyDigitally signed i 3 w by Jeffrey C. 330 28._ 34 43 57 60 336 43 51 60 60 60 336 38 42 48 56 0 336 33 42 56 60 0 342 _ 42 51 60 60 60 342 37 42 48 55 0 C. F r I a nt,Friant,P.E. 342 33 41 55 60 348 41 50 60 60 60 348 36 41 47 54 60 60974 348 32 40 54 60 A 354 41 49 60 60 60 354 36 40 46 54 60 P.E. Date: 354 32 404846 53 60 A A 360 40 60 60 60 360 35 40 45 53 60 60974 12:37:0.1-04'00' 360 31 39 52 60 1 4 1 12 11 10 7 _6 4 3 0 7 8 7 4 3 �� CONCRETE TABLES a ,•PEA i;.��;,. 3/8"THREADED ROD&EPDXY 3/8"THREADED ROD&EPDXY 3/8"LDT ANCHOR 3/8"LDT ANCHOR j' __ _.......-. _--_.--.._....__.....__._._..... ;. ?alas/ e° POURED CONCRETE POURED CONCRETE POURED CONCRETE POURED CONCRETE SCREEN SCREEN SCREEN SCREEN SPANS (MIN 3000 PSI) SPANS (MIN 3000 PSI) SPANS (MIN 3000 PSI) SPANS (MIN 3000 PSI) UP TO ANCHOR SPACING(INCHES) UP TO ANCHOR SPACING(INCHES) UP TO ANCHOR SPACING(INCHES) UP TO ANCHOR SPACING(INCHES) (in) fin) (in) - - (in) 24 22 20 18 12 6 24 22 20 18 12 6 18 16 14 12 10 6 18 16 14 12 10 6 48 .. 130 130 130 130 130 130 240 50 55 60 60 60 60 48 130 130 130 _.130 130 130 240 53 60 -.60,-. 60 60 60 54 130 130 130 130 130 130 246 49 53 59 60 60 60 54 130 130 130 130 130 130 246 52 59 60 60 60 60 60 130 130 130 130 130 130 252 48 52 57 60 60 60 60 130 130 130 130 130 130 252 51 57 60 60 60 60 66 130 130 130 130 130 130 258 4/ 51 56 60 60 60 66 130 130 130 130 130 130 258 50 56 60 60 60 60 �,A 72 31 0 130 130 130 130 130 264 45 50 55 60 60 60 72 130 130 130 130 136 130 264 48 55 60 60 60 60 V, 78 130 130 130 130 130 130 270 44 48 53 59 60 60 78i 30 130 130 130 130 130 270 47 53 60 60 60 60 84 130 130 130 130 130 130 276 43 47 52 58 60 60 84 3C 130 130 130 130 130 276 46 52 60 60 60 60 ' 90 130 130 130 130 130 130 282 43 46 51 57 60 60 90 1130 130 130 130 130 130 282 45 51 58 60 60 60 125 130 130 130 130 130 288 42 45 50 56 60 60 96 130 130 130 130 130 130 288 44 50 57 60 60 60 2E k96 102 118 128 130 130 130 130 294 41 45 49 54 60 60 102 125 130 130 130 130 130 294 44 49 56 60 60 6008 111 121 130 130 130 130 300 40 44 48 53 60 60 108 119 _.130... 130 130 130 130 300 43 48 55 CO 60 60 114 105 115 126 130 130 130 306 39 43 47 52 60 60 114 112 126 130 130 136 130 306 42 47 54 60 60 60 U 120 100 109 120 130 130 130 312 38 42 46 51 60 60 120 107 120 130 130 130 130 312 a 41 46 53 60_ 60 60 2 126 95 104 114 127 130 130 318 38 41 45 50 60 60 126 102 114 13 3 130 130 318 _ 40 45 52 60 60 60 Z = 132 91 99 109 121 130 130 324 37 40 44 49 60 60 132 97 109 1 125 130 130 130 324 40 44 51 59 50 60 138 87 95 104 116 130 130 330 36 40 44 48 60 60 138 93 104 119 130 130 130 330 39 44 50 58 60 60 W 144 83 91 100 ill 130 130 336 36 39 43 48 60 60 144 89 100 114 130 130 130 336 38 43 49 57 60 60 77= E _..- 150 80 87 96 107 130 130 342 35 38 42 47 60 60 150. 85 96 110 128 130 130 342 37 42 48 56 60 60 ~ u --- 156 77 84 92 103 130 130 348 34 38 41 46 60 60 156 82 92 105 123 130 130 348 37 41 47 55 60 60 to w J 19 — 162 74 81 89 99 130 130 354 34 37 41 .45 60 60 162 79 89 102 119 130 130 354 36 41 46 54 60 60 h o 168 71 78 86 95 130 130 360 33 36 40 44 60 60 168 76 86 98 114 130 130 360 36 40 46 53 60 60 0 W o 7 174 69 75 83 92 130 130 366 33 36 39 44 60 60 174 74 83 95 110 130 130 366 35 39 45 52 60 60 Z 3 > 180 67 73 80 89 130 130 372 32 35 39 43 60 60 180 _71 80 91 107 128 130 372 34 39 44 52 60 60 a Q z 186 65 70 77 86 129 129 378 32 35 38 42 60 60 186 69 77 88 103 124 130 378 34 38 44 51 60 60 o 0 N < z 192 _ 60 60 60 60 60 60 384 31 34 38 42 60 60 192 60 60 60 60 60 60 384 33 38 43 50 60 60 Q � LL " o 198 60 60 60 60 60 -,-60 390 31 34 37 41 60 60 198 60 60 60 60 60 60 390 33 37 42 49 59 60 0 3 204 59 60 60 60 60 60 396 30 33 36 40 60 60 204 60 60 60 60 60 60 396 j 32 36 42 48 58 60 N 210 57 60 60 60 60 60 402 30 33 36 40 60 60 210_ 60 60 60 60 60 60 402 32 36 41 48 57 60 = _ U 216 56 60 60 60 60 60 408 29 32 35 39 59 60 216 59 60 60 60 60 60 408 31_ _35_ 40 47 56 60 222 54 59 60 60 60 60 222 58 60 60 60 60 60 228 53 57 60 60 60 60 228 56 60 60 60 60 60 o 234 51 56 60 60 60 60 234 55 60 60 60 60 60 1n 240 _1. 50 55 60 60 60 60 240 53 60 60 60 60 60 Q < t] o �oo a x 6 OF a�oQ V w Wm B aF3a , N p u 3: Jeffrey C. Digitally signed by Jeffrey C.Friant,P.E. y a Friant, P.E. 60974 Date:2020.10.19 1 5 60974 12:38:08-04'00' 9 7 6 4 3 CONCRETE TABLES � 4 --� !. 3/8"HOLLOW SET(Simpson) 3/8"WE ANCHOR 3/8"WEDGE ANCHOR " "�•wn. ;r H _ H POURED CONCRETE SCREEN POURED CONCRETE&GROUT FILLED SCREEN POURED CONCRETE SCREEN SPANS (MIN 3000 PSI) SPANS (MIN 3000 PSI) SPANS (MIN 3000 PSI) (in) ANCHOR SPACING INCHES UP TO UPn O ANCHOR SPACING(INCHES) UP T)O ANCHOR SPACING(INCHES) {® 18 16 14 12 10 ( ) 18 16 14 12 10 6 18 16 14 12 10 6 • 48 130 130 130 130 130 48 130 130 130 130 130 130 240 40 44 51 60 60 60 �' :? 6 54 130 130 130 130 130 54 130 130 130 130 130 130 246 40 44 51 60 60 60 "o G 60 130 130 130 130 130 60 130 130 130 130 130 130 252 40 44 51 60 60 60 66 130 130 130 130 130 66 130 130 130 130 130 130 258 40 44 51 60 60 60 72 130 130 130 130 130 72 130 130 130 130 130 130 264 { 40 44 51 60 60 60 78 130 130 130 130 130 78 123 130 130 130 130 130 270 40 44 51 60 60 60 �^ 84 130 130 130 130 130 84 114 129 130 130 130 130 276 40 44 51 60 60 60 90 124 130 130 130 130 90 107 120 130 130 130 130 282 40 44 51 60 1 60 60 r+Lm 96 117 130 130 130 130 96 100 113 129 130 130 130 288 ` 40 44 51 60 1 60 60 102 110 124 130 130 130 102 94 106 121 130 130 130 294 40 44 1 60 1 60 60 F. 108 104 117 130 130 130 168 89 100 114 130 130 130 300 1_40 44 51 60 60 60 Y� F 114 98 111 126 130 130 114 84 95 108 126 130 130 306 40 44 51 60 60 60 120 93 105 120 130 130 120 80 90 103 120 130 130 312 40 44 51 60 60 60 126 89 100 114 130 130 126 76 86d ul 114 130 130 3,18 40 44 51 0 60 60 U 132 85 95 109 127 130 132 73 82109 130 130 324 40 44 51 60 60 60 Z 138 81 91 104 122 130 138 70 78104 125 130 330 40 44 51 60 60 60 — 144 78 88 100 117 130 144 67 75100 120 130 336 _40 44 51 60 60 60 150 75 84 96 112 130 150 64 72 96 115 130 342 40 4 1 60 UJ E 1S6 72 81 92 108 129 156 62 6992 111 130 348_ 28 31 35 41 50 60 tY = E162 69 78 89 104 124 162 59 6789 107 130 354 1 168 67 75 86 100 120 168 57 6486 103 130 360 30 34 39 48 60 LL a 174 64 72 83 97 116 174 55 62 71 83 1 99 1 130 366 30 34 39 47 60 Q o � o 180 62 70 80 93 112 180 53 60 69 80 96 130 372 - 29 33 38 46 60 Z �o w 186 60 68 77 90 108 - — 3 a Tr 186 52 58 66 77 93 130 378 i 29 33 38 46 60 W 192 58 60 60 60 60 192 50 56 60 60 60 60 384 ;_ 31 32 37 45 60 p 0'. a o 198 57 60 60 60 60 198 1.48 55 60 60 60 60 390 I 4 N < Z D 204 55 60 60 60 60 204 47 53 60 60 60 60 396 31 36 44 60 Q C0 z 210 53 60 60 60 60 210 46 51 59 60 60 60 402 31 35 43 60 2 3 216 52 58 60 60 60 216 44 50 57 60 60 60 408 30 35 42 60 N 222 50 57 60 60 60 222 43 49 56 60 60 60 a 228 49 55 60 60 60 228 42 47 54 60 60 60 Q u 234 48 54 60 60 60 234 41 45 53 60 60 60 240_ 47 53 60 60 60 0 o 246_.___... 46. 51 59 60 60 240 40 44 51 60 60 60 N ._ 252 44 50 57 60 60 258 43 49 56 60 60 0 ! 264 42 48 55 60 60 Q a W 1 270 41 47 53 60 60 276 41 46 52 60 60 o 282_ 40 45 1 51 60 60 3$ 288 39 44 1 50 58 60 '-z 294 38 43 49 57 60 x z 3 jBi 306 37 42 48 56 60 = " '3 i m B 306 37 41 47 55 60 U s o o -312 36 40 46 54 60 a 2 3 a H o F 311 35 40 45 53 60 ~O Z Q w 324 35 39 44 52 1 60 ZN 330 34 38 44 51 60 Digitally signed b Cie x 336_ 33 38 43 50 60 Jeffrey C. 9 y 9 y 342 33 37 42 49 59 Jeffrey C.Friant, q __ 348 32 36 41 48 58 Friant P.E. P•E.60974 354 32 36 41 47 57 i j 360 31 35 40 47 56 Date:2020.10.19 60974 12:38:27-04'00' 1 1 10 9 8 s 4 3 /� s � /' CONCRETE TABLES _ 1/4_PANELMATE INSERTS 1/4' PANELMATE FEMALE 1/4"PANELMATE MALE •..a„ ;� H{ H SCREEN POURED CONCRETE SCREEN POURED CONCRETE SCREEN POURED CONCRETE SPANS (MIN 3KSI) SPANS (MIN 3KSI) SPANS (MIN 3KSI) UP TO UP TO UP TO •E 'W� (in) ANCHOR SPACING (INCHES (in) ANCHOR SPACING INCHES (in) ANCHOR SPACING INCHES 48 1 0 130 1 0 1130 130 48 110 130 1 0 1 0 110 48 110 136 1 0 110 1 0 54- 10 130 130 130 10 54 10 130 130 10 10 54 130 10 10 10 130 , 60 130 130 130 130 130 60 10 130 130 130 10 60 10 130 10 10 130 6 66 130 130 130 130 130 66 10 130 130 130 10 66 130 10 10 10 130 72 130 130 130 130 130 72 121 130 130 130 130 72 130 130 130 130 130 78 120 130 130 130 130 78 112 126 130 130 1 0 78 126 130 130 130 130 u 84 111 130 130 130 130 84 104 117 130 130 130 84 117 130 130 1 130 130 90 _ 104 125 130 130 130 90 197 109 124 130 130 90 _.._.109 123 130 1 0 130 96 98 117 130 1 130 130 1 96 91 102 117 130 130 96 103 115 130 130 130 Q 102 92 110 130 1 130 130 102 85 96 110 128 130 102 96 109 124 130 130 108 87 104 130 130 130 108 81 91 104 121 130 108 91 103 117 130 130 y's' F 114 82 99 123 1 130 130 114 76 86 98 115 130 114 86 97 Ill 129 130 F 120 78 94 117 130 130 120 73 82 93 109 130 120 82 92 105 123 130 -- 126 74 89 111 130 130 126 69 78 89 104 124 126 78 88 100 117 130 U ,d 132 71 85 106 128 130 132 # 66 74 85 99 119 132 75 84 96 112 130 138 68 81 102 122 130 138 i 63 71 81 95 114 138 71 80 92 107 128 Z I 144 65 78 98 117 130 t44 60 68 78 91 109 144 68 77 88 103 123 1 150 62 75 94 112 130 150 58 65 75 1 87 104 1 150 66 74 84 98 1 118 N 156 60 72 90 1 108 130 156 56 63 72 84 100 156 1 63 71 81 95 114 W �_ E 1 162 58 69 87 104 130 162 54 60 69 81 97 162 61 68 78 91 109 E 168 56 67 84 100 125 168 , .52 58 67 78 93 168 59 66 75 88 105 N w s 174 54 65 81 97 121 174 50 56 64 75 90 174 57 64 73 85 102 LL c 180 52 62 78 94 117 180 i 48 54 62 73 87 180 55 62 70 82 98 0 186 50 60 75 91 1 113 186 47 53 60 70 84 186 53 60 68 79 95 Z 3 > a > 192 49 59 60 60 60 192 45 51 58 60 60 192 51 58 60 60 60 W � z 198 47 57 60 60 60 198 1 44 49 57 60 60 198 SO 56 60 60 60 o N Q Z D 204 46 55 60 60 60 204 43 48 55 60 60 204 48 54 60 60 60 Q N LL - z 210 45 53 60 60 60 210 41 47 53 60 60 210 47 53 60 60 60 3 F 216 43 52 60 60 60 216 40 45 52 60 60 216 46 51 59 60 60 N -- w 222 42 51 60 60 60 222 f 39 44 50 59 60 222 44 50 57 60 60 228 41 49 60 60 60 228 38 43 49 57 60 228 43 49 55 60 60 a 234 40 48 60 1 60 60 234 37 42 48 56 60 234 42 47 54 60 60 O f 240 39 47 59 60 60 240 36 41 47 54 60 240 41 46 53 60 60 0 246 38 46 57 60 60 246 35 40 1 45 1 53 60 246 40 1 45 51 1 60 1 60 C 252 37 45 56 60 60 252 35 39 44 52 60 252 39 44 50 59 60 1 258 36 44 54 60 60 258 34 38 43 51 60 258 38 43 49 57 60 264 35 43 53 60 60 264 ' 33 37 42 49 59 264 37 42 48 56 60 z 270 35 42 52 60 60 270 f 32 36 41 48 58 270 36 41 47 55 60 276 _34 41 51 60 60 276 1 32 35 41 47 57 276 36 40 46 53 60 " o" C 282 33 40 50 60 60 282 31 35 40 46 56 282 35 39 45 52 60 3=a 1 288 33 39 49 59 60 288 30 34 39 45 54 288 34 38 44 51 60 ?_o m 294 32 38 48 57 60 294 30 33 38 44 53 294 33 38 43 50 60 300 31 37 47 56 60 300 29 33 37 44 52 300 33 37 42 49 59 = x=W- oc B 306 31 37 46 SS 60 306 28 32 37 43 51 306 32 36 41 48 58 U p g W m B� ��tz�312 30 36 45 54 60 312 28 31 36 42 50 312 32 35 41 47 57 Z 318 29 35 44 53 60 318 31 35 41 49 318 31 35 40 46 56 g'o 324 29 35 43 52 60 Je rey C. Digitally signed 324 30 35 ao 48 324 30 34 39 46 55 3 o W 330 28 34 43 51 60 by Jeffrey C. 330 - 0 34 40 47 330 0 34 38 45 54 336 33 k425O 60 F ria n t 336 29 33 39 47 336 29 33 38 44 53 Friant,P.E. 342 33 60 342 - 29 33 38 46 342 29 32 37 43 52348 32 60P E 60974 348 - 28 32 38 45 348 28 32 36 42 51 A 354 32 59 Date:2020.10.19 354 3237 44 354 31 36 42 50 360 31 59 60974 12:38:46-04-00, 360 31 36 44 360 31 35 41 49 17 L _--TT--_- r 7 `- 6 4 3 -- I 7 _ - --- --6---- .. - 5 q CONCRETE TABLES 5/16"ULTRACON _ _l/4 TAPCON 1/4"CRETE-FLEX I SCREEN POURED CONCRETE SCREEN POURED CONCRETE SCREEN POURED CONCRETE um« :` SPANS (MIN 3515 PSI) SPANS (MIN 3KSI) SPANS (MIN 3350 PSIS • •.. _' UP TO --- -- - (I UP TO UP TO `E ANCHOR SPACING INCHES ANCHOR SPACING INCHES ANCHOR SPACING INCHES e(in) (in) (in)�- 18 16 14 12 10 12 10 8 6 4 -i-e-T 16 1 14 1 12 i 10 48 130 130 130 130 130 48 130 130 130 130 130 48 130 130 1 130 130 130 t 54_ 130 130 130 130 130 64 130 130 130 130 130 54 130 130 130 130 130 60 130 130 130 130 130 60 130 130 130 130 130 60 130 130 130 130 130 ° 66 130 130 130 130 130 66 130 130 130 130 130 66 130 130 130 130 130 x 72 130 130 130 130 130 72 130 130 130 130 130 72 130 130 130 130 130 ` 78 130 130 130 130 130 78 123 130 130 130 130 78_ 123 130 130 130 130 84 130 130 130 1 130 130 84 114 130 130 130 130 84 114 129 130 130 130 ` 90_ 130 130 130 130 130 90 107 128 130 130 130 90 107 120 130 130 130i { 96 130 130 130 130 130 96 100 120 130 130 130 96 100 113 129 130 130 e 1 102 130 130 130 130 130 102 94 113 130 130 130 102 94 106 121 130 130 w 108 1.24 130 130 130 130 ` 108 89 107 130 130 130 108 89 100 114 130 1 130 Y. 'i' I 114 117 130 130 130 130 114 84 101 126 130 130 114 84 95 108 126 130 �Fs .__ 120 Ill 125 130 130 130 120 80 96 120 130 130 120 80 90 103 120 130 126 106 119 130 130 130 126 76 91 114 130 130 126 76 86 98 114 130 132. 101 114 130 130 130 132 73 87 109 130 130 132 73 82 94 109 130 U 138 97 109 124 130 130 138 70 83 104 130 130 138 70 78 89 104 125 1 Z I 144 93 104 119 130 130 144 67 80 100 130 130 144 67 75 86 100 120 150 _ 89 100 115 130 130 150 64 77 96 128 130 156 64 72 82 96 115 w o 156 86 96 110 128 130 156 62 74 92 123 130 156 62 69 79 92 Ill kE+ 162 82 93 106 124 130 162 59 _TF 89 119 130 162 59 67 76 89 107 7 E Ii 168 80 89 102 119 130 168 57 69 86 114 130 168 57 64 73 86 103 to w g 174 77 86 99 115 130 C 174 55 66 83 110 130 174 55 62 71 83 99 h o LL 180 74 84 95 111 130 780 53 64 80 107 130 180 53 60 69 80 96 o r 1 ; 186 72 81 92 108 130 186 52 62 77 103 130 186 52 58 66 77 93 Z = > M 192 y 60 60 60 60 60 192 50 60 60 60 60 192 50 56 60 60 60 — w ° z I 1 H ? a a o 198 60 60 60 60 60 198 48 58 60 60' 60 198 48 55 60 60 60 _ r7 m Z 204 __60 60 60 60 60 204 47 56 60 60 60 204_ 47 53 60 60 60 < co 0 = Q DI 210 60 60 60 60 60 210 46 55 60 60 _60_ 210 46 S1 59 60 60 - 3 216 60 60 60 60 60 216_ 44 52 60 60 60 216 44 50 57 60 60 222 60 60 60 1 60 60 222 43 52 60 60 60 222 43 49 56 60 60 N I 228 59 60 60 60 60 228 42 51 60 60 60 228 42 47 54 60 60 234 57 60 60 60 60 234 41 49 60 60 60 1 234 41 46 53 60 1 60 0C j 240 56 60 60 60 60 240 40 48 60 60 60 240 40 45 51 60 60 Q N.. 246 54 60 60 60 60 246 39 47 59 60 60 246 39 44 50 59 60 F 252 53 60 60 60 60 252 38 46 57 60 60 252 38 43 49 57 60 N N 258 52 58 60 60 60 258 37 45 56 60 60 258 1 37 1 42 48 56 60 0 i 264 51 57 60 60 60 264 36 44 55 60 60 264 36 41 47 55 60 W a 2. 270 49 56 60 60 60 27'0 36 43 53 60 60 270 36 40 46 53 60 Q `�' a o w 276 48 54 60 60 60 276 35 42 52 60 60 276 35 39 45 52 60 � i a o 282 47 53 60 60 60 282 34 41 51 60 60 282 34 38 44 51 60 a 3 288 46 52 60 60 60 288 33 40 50 60 60 1 288 33 1 38 43 50 60 >Z j 294 45 51 58 60 60 294 33 39 49 60 60 294 33 1 37 42 49 59 300 45 50 57 60 60 300 32 38 48 60 60 300 32 1 36 41 48 58 = i w e! 306 44 49 56 60 60 306 31 38 47 60 60 Digitally 306 31 35 40 47 56 V o = W 8 1312 43 48 55 60 60 312 31 37 46 60 60 Jeffrey g y 312 31 35 40 46 55 z j 318 42 47 54 60 60 318 30 36 45 60 60 signed by 318 30 34 39 45 54 o g 324 41 46 53 60 60 324 30 36 44 59 60_ C. Jeffrey C. 324 30 33 38 44 53 z o 1 i 330 40 46 52 60 60 ..._330.__.... 29 35 44 58 60 Friant,P.E. 330 29 33 37 44 52 � o o Q g a a 336_ _40_,.,. 45_ 51 60 60 336 29 34 43 57 6o Friant 60974 336 29 32 37 43 51 342 39 44 50 59 60 342 28 34 42 56 60 342 28 32 36 42 51 348_ 38 43 49 58 60 348 - 33 41 55 60 Date: 348 - 31 35 41 50 354 38 42 49 57 1 60 354 33 41 54 60 P.E. 2020.10.19 354 31 35 41 49 1 j 360 37 42 48 56 60 360 32 40 53 60_ 12:39:09 360 30 34 40 48 I 60974 -04'00 = - 12 1 �,r q __. 6 5 _� 4 1 ---1il GIIIWIf...E CONCRETE TABLES w H STRAP BRACKET W/TWO STRAP BRACKET W/TWO 1/4" H 5/16"ULTRACON CRETE-FLEX or 1/4"TAPCON r+a„ SCREEN POURED CONCRETE SCREEN POURED CONCRETE SPANS (MIN 3515 PSI) SPANS (MIN 3350 PSI) ! UP TO ANCHOR SPACING INCHES UP TO ANCHOR SPACING INCHES ! (in) n) g 2 24 22 20 18 12 24 22 20 18 1 12 48 130 130 130 130 130 1 48 130 130 130 130 130 Qu o 54 130 130 130 130 130 54 130 130 130 130 130 bm 60 130 130 130 130 130 60 130 130 130 130 130 66_ 130 130 130 130 130 66 130 130 130 130 130 W 1 72 130 130 130 130 130 72 130 130 130 130 130 (n j 78_ 130 130 130 130 130 78 123 130 130 130 130 _• 84 130 130 130 130 130 84 114 125 130 130 130 �, 90 130 130 130 130 130 90 107 116 128 130 130 w w 96 125 130 130 130 130 96 100 109 120 130 130 F 102 118 128 130 130 130 102 94 103 113 125 130 2 F 108 111 121 130 130 130 108 89 97 107 119 130 III 114 105 115 126 130 130 114 84 92 101 112 130 120 100 109 120 130 130 120 80 87 96 107 130 6 j 126 95 104 114 127 130 __ 126 76 83 91 102 130 Z = i i 132 91 99 109 121 130 132 73 79 87 97 130 — _ f j 138 87 95 104 116 130 138 70 76 83 93 130 I 144 83 91 100 111 130 144 _ 67 73 80 89 130 W _� JE 150 80 87 96 107 130 150 64 70 77 85 128 7 E 156 77 84 92 103 130 156 62 67 74 82 123 N w S 1627 74 81 89 99 130 162 59 65 71 79 119 o 168 1 71 78 86 95 130 168 57 62 69 76 114 N o LL k 174 69 75 83 92 130 174 55 60 66 74 110 Z i 180 67 73 1 80 89 130 180 53 58 64 71 107 — 3 F a w 3r 186 65 70 77 86 129 186 52 56 62 69 103 p a a o i 192 50 55 60 60 60 0 N < z 192 60 60 60 60 60 a i 198 60 60 60 60 60 198 48 53 58 60 60 Q co z j 204 59 60 60 60 60 204 47 51 56 60 60 o 210 57 60 60 60 60 210 46 50 55 60 60 N = 216 56 60 60 60 60 216 44 48 53 59 60 �} 222 1 54 1 59 60 60 60 222 43 47 1 52 58 60 f 228 53 57 60 1 60 60 228 42 46 1 51 56 60 f (` 234 51 56 60 60 60 234 41 45 49 55 60 0 240 50 55 60 60 60 240 40 44 48 53 60 to 246 49 53 59 60 60 246 39 43 47 52 60 I 252 48 52 57 60 60 252 38 42 46 51 60 w F o w W i 258 47 51 56 60 60 258 37 41 45 50 60 ~ z 264 45 50 55 60 60 264 36 40_ 44 48 60 o go o W 270 44 48 53 59 60 270 36 39 43 47 60 �_=o 0 276 43 47 52 58 60 276 35 38 42 46 60 Z Z 3 p a 282 43 46 51 57 60 282 34 37 41 45 60 p W 288 42 45 50 56 60 288 33 36 40 1 44 60 u x z w IB 294 33 36 39 44 60 "3=; B 294 41 45 49 54 60 U 300 40 44 48 53 60 300 32 35 38 43 60 p F o 306 39 43 47 52 60 306 31 34 38 42 60 a=3< 312 38 42 46 51 60 312 31 34 37 41 60 Z o r 3 Digitally signed o o °< Jeffrey C. by Jeffrey C. A Friant, P.E. Friant,P.E.60974 Date:2020.10.19 60974 12:39:28-04'00' ? j 9 6 7 6 5 4 3 2 12 I l 10 9 P _- R�pEN CONCRETE FILLED BLOCK/CMU TAB LE'REINFORCED WITH MIN#5 BAR IN CONCRETE WILED CELL H 1/� Droo In /8'Drop n — - b!7, Hi - 3/9'LDT ANCHOR 3/8"LDT ANCHOR REINFORCED* POURED REINFORCED' 40 SCREEN (MIN 3000 PSI) SPANS (MIN 3000 PSI) SCREEN POURED REINFORCED' SCREEN POURED REINFORCED- POURED SPANS SPANS (MIN 3000 PSI) SPANS (MIN 3000 PSI) UP TO ANCHOR SPACING INCHES UP TO ANCHOR SPACING INCHES UP TO ANCHOR SPACING(INCHES UP TO ANCHOR SPACING(INCHES) �e M 24 20 16 12 10 18 16 14 12 10 (in) ) (in) ( ��yyII z IS 130 130 130 130 130 130 130 130 130 130 18 16 14 12 10 6 18 16 14 12 10 6 li' J 54 130 130 130 130 130 54 130 130 130 130 130 48 130 130 130 130 130 130 240 36 41 46 54 60 60 G 60 130 130 130 130 130 54 ...130 130 130 130 130._ 130 246 35 40 45 53 60 60 60 130 130 130 130 130 66 130 130 130 130 130 60 130 130 130 130 130 130 252 34 39 44 51 60 60 66 130 130 130 130 130 72 130 130 130 130 130 66 130 130 130 130 130 130 258 33 38 43 50 60 60 tr 72 130 130 130 130 130 78 1 130 130 130 130 130 72 120 130 130 130 130 130 264 33 37 42 49 59 60 1 78 130 130 130 130 130 84 123 130 130 130 130 7 1 111 125 130 130 130 130 270 32 36 41 48 58 60 � i 1 84 130 130 130 130 130 90 115 129 130 130 130 1 84 103 116 130 130 130 130 276 31 35 40 47 56 60 ; 90 130 130 130 130 130 96 108 121 130 130 130 90 96 108 123 130 130 130 282 31 1 34 1 39 46 1 55 60 aw 96 130 130 130 130 130 102 101 114 130 130 130 96 90 101 116 130 130 130 1 208 30 34 1 39 45 54 60 IF 102 102 129 130 130 130 130 108 96 108 123 130 130 102 85 95 109 127 130 130 294 29 33 38 44 53 60 Y q".FI 108 122 130 130 130 130 108 1 80 90 103 120 130 130 300 29 32 37 43 52 60 f 114 91 102 llb 130 130 1 1 114 116 130 130 130 130 120 86 97 111 129 130 114 76 85 97 114 130 130 306 28 32 36 42 51 60 120 110 130 130 130 130 126 82 92 105 123 130 120 72 81 93 108 A 30 130 312 31 36 42 50 126 105 126 130 130 130 132 78 88 101 117 130 126 f 69 77 88 103 123 130 318 31 35 41 49 60 Z > 132 100 120 130 1 130 1 130 138 75 84 96 112 130 132 65 74 84 48 118 130 324 30 34 40 48 60 1v 138 96 115 130 130 130 144 72 81 92 108 129 138 63 70 80 94 113 130 330 - 29 34 39 47 60 N - 144 92 110 130 130 130 150 69 77 88 103 124 144 60 68 77 90 108 130 336 1 - 29 33 39 46 60 w E 150 88 106 130 130 130 156 66 74 85 99 119 150 58 65 74 86 104 130 342 28 32 38 45 60 E 156 85 102 127 130 130 42 64 72 82 96 115 156 55 62 71 83 100 130 1 348 - - 32 37 45 60 ~ w t 162 81 98 122 130 130 168 61 69 79 92 111 162 53 60 69 80 96 130 354 31 37 44 60 0 LL c LL 168 79 1 94 118 130 130 174 1 59 67 76 89 107 168 51 58 66 77 93 130 360 31 36 43 60 0 o ul O 174 76 91 114 130 130 180 57 65 74 86 103 174 _ 50 56 64 74 89 130 366 30 35 43 60 Z = > 6 7 _ 180 73 88 110 130 130 186 55 62 71 83 100 180 48 54 62 72 86 130 372 31 35 42 60 — 3 ° � - Z . 186 71 85 106 130 130 186 46 52 60 70 84 130 378 31 34 41 60 o ° o 192 60 60 60 60 60 192 54 60 60 60 60 198 52 59 60 1 60 60 192 45 51 58 60 60 60 L4�O2 31 34 41 60 Q m 0 N Qa D 198 60 60 60 60 60 204 51 57 60 60 60 198 44 49 56 60 60 60 31 33 40 60 z DI 204 60 60 60 60 60 210 49 55 60 60 60 204 a 48 54 60 60 60 33 39 60 210 60 60 60 60 60 216 48 54 60 60 60 210 41 46 53 60 60 60 32 39 60216 60 60 60 60 60 222 46 52 60 60 60 216 40 45 51 60 60 60 32 38 60 Q 222 59 60 60 60 60 228 45 51 58 60 60 222 39 44 1 50 58 60 60 t� 228 58 60 60 60 60 234 44 50 57 60 60 228 _ 38 43 49 57 60 60 234 56 60 60 60 60 240 43 48 55 60 60 234 1 37 42 47 55 60 60 o 240 SS 60 60 60 60 246 42 47 54 60 60 240 36 41 46 54 60 60 N C 246 54 60 60 60 60 - 252 52 60 60 60 60 26644 39 44 50 59 60 258 40 455 51 60 60 41 4 53 60 60 2 258 51 60 60 60 60 Q a o W 264 SO 60 60 60 60 270 38 43 49 57 60 1 0 0 270 49 59 60 60 60 476 37 42 48 56 60 _' 6 o 276 48 57 60 60 60 o 282 47 56 60 60 60 282 37 41 47 55 60 Di>Z=m 288 36 40 46 54 60 0 —; 32- 288 46 55 60 60 60 294 35 39 45 53 60 = "z 5 e 294 45 54 60 60 60 W B 300 34 39 44 52 60 u p 300 44 53 60 60 60 =o o 306 43 52 60 60 60 306 34 38 43 51 60 312 42 51 60 60 60 312 33 37 43 50 60 a r 3 c 318 32 37 42 49 58 z 2° 318 42 50 60 60 60_ 324 32 36 41 48 57 O a F341- 4 41 49 60 60 60 � o 330 31 35 40 47 56 Digitally signed by a N it R 39 440 8 11 59 60 60 60 60 60' 336 31 35 39 46 55 Jeffrey C. Jeffrey C.Friant, A 342 30 34 39 45 54 39 46 58 60 60 354 29 33 37 44 S3 Friant, P.E. P.E.60974 38 46 57 60 60 354 30 33 38 44 _52 Date:2020.10.19 20_ 37 45 56 60 60 360 29 32 37 43 52 60974 12:39:50-04'00' 360 37 44 ' S5 60 60 I 12 11 9 8 7 6 5 4 3 ----7--- 6 - 3 4 1 CONCRETE FILLED BLOCK/CMU TABLE 'REINFORCED WITH MIN 45 BAR IN CONCRETE RLLED CELL I; H _ 5/16"ULTRACON A�KE 3/8"WEDGE ANCHOR 3/9'WEDGE ANCHOR CON ` SCREEN POURED REINFORCED* t I SCREEN POURED REINFORCED POURED REINFORCED* (MIN 3515 PSI) I SPANS (MIN 3000 PSI) SPANS (MIN 3000 PSI) ) SCREEN POURED REINFORCED* UP TO SPANS (MIN 3000 PSI) e UP TO ANCHOR SPACING(INCHES) UP TO ANCHOR SPACING(INCHES) (in) ANCHOR SPACING(INCHES) UP TO (in) (in) 18 16 14 12 10 (in) ANCHORS PACING INCHES 18 16 14 12 10 6 18 16 14 12 10 6 48 130 130 130 130 130 f ' 24 22 20 18 12 - 48 130 130 130 130 130 130 240 33 38 43 SO 60 60 54 130 130 130 130 130 48 130 130 130 130 130 54 130 130 130 130 130 130 2" 33 37 42 49 59 60 60 130 130 130 130 130 54 130 130 130 130 130 Q.. 60 130 130 130 13 130 1 252 32 36 41 48 57 60 66 130 130 130 130 130 60 130 130 130 130 130 - 66 121 130 130 130 130 130 258 31 35 40 47 56 60 2 0 30 33 38 44 53 60 78 120 130 130 130 130 72 130 130 130 130 130 9` 72 Ill 130 130 130 130 130 72 130 130 130 130 130 66 130 130 130 130 130 78 103 125 130 130 130 130 84 Ill 130 130 130 130 78 23 130 130 130 130 84 95 116 130 130 130 130 276 29 33 37 43 52 60 84 114 125 130 130 130 "g 90 104 130 130 130 130 f 90 89 108 123 130 130 130 282 28 32 36 43 51 60 96 98 125 130 130 130 90 107 116 128 130 130 w 96 83 101 116 130 130 130 288 28 31 35 42 50 60 102 92 I18 130 130 130 96 100 109 120 130 130 F 102 78 95 109 127 130 130 294 31 35 41 49 60 102 94 103 113 125 130 F 108 74 90 103 120 130 130 300 30 34 40 48 60 108 87 111 130 130 130 108 89 97 107 119 130 114 70 85 97 114 130 130 306 29 34 39 47 60 114 82 106 130 130 130 114 84 92 101 112 130 120 67 81 93 108 130 130 312 29 33 38 46 60 120 78 100 130 130 130 126 74 96 130 130 130 120 80 87 96 107 130 U °' 126 63 77 88 103 123 130 318 - 28 32 38 45 60 126 76 83 91 102 130 Z = 132 61 74 84 98 118 130 324 28 32 37 44 60 1 - 71 91 128 130 130 _ x 138 68 87 122 130 130 132 73 79 87 97 130 138 58 70 80 94 113 130 330 - 31 36 44 60 138 70 76 83 93 130 v cf 144 56 68 77 90 108 130 144 65 84 117 130 130 0 336 30 35 43 60 144 67 73 80 89 130 LU n E 150 53 65 74 86 104 130 150 62 80 112 130 130 150 64 70 77 85 128 LL E _ 342 30 34 42 60 156 60 77 108 130 130 156 51 62 71 83 100 130 348 30 34 41 60 156 62 67 74 82 123 ~ W s 162 58 74 104 130 130 162 59 65 71 79 119 � LL 162 49 60 69 80 96 130 354 29 33 41 60 N 168 56 72 100 125 130 168 57 62 69 76 114 168 48 58 66 77 93 130 360 29 33 40 60 �174 54 69 97 121 130 o - 174 50 56 64 74 89 130 366 28 32 39 60 174 55 60 66 74 110 W W > 180 52 67 94 117 130 Z - 180 46 54 62 72 86 130 372 - - 28 32 39 60 180 53 58 64 71 107 — w � a � � 186 43 52 60 70 84 130 186 50 65 91 113 130 >" z _ _ 384 31 38 60 -- 186 52 56 62 69 103 ~ o 0 a < O - 192 49 60 60 60 60 - m z 384 31 37 60 192 50 55 60 67 100 ci O cv a 192 41 51 58 60 60 60 390 30 37 60 198 47 60 60 60 60 Q co - o D, 198 40 49 56 60 60 60 204 46 59 60 60 60 198 48 53 58 65 97 A 204 39 48 54 60 60 60 396 30 36 60 3 210 45 57 60 60 60 2� 47 51 56 63 94 210 38 46 53 60 60 60 �2 29 36 60 210 46 50 55 61 91 N 216 37 45 51 60 60 60 408 29 35 59 216 43 56 60 60 60 210 44 48 53 59 91 222 36 44 50 58 60 60 228 42 54 60 60 60 222 43 47 52 58 86 228 41 53 60 60 60 228 35 1 43 49 57 1 60 1 60 228 42 46 51 56 84 0 234 34 42 47 55 60 60 234 40 51 60 60 60 0 240 39 50 60 60 60 234 41 45 49 55 82 E- 240 33 38 43_ 50 60 60 246 38 49 60 60 60 240 40 44 48 53 80 N C 252 37 48 60 60 60 246 39 43 47 52 78 o C 252 38 42 46 51 76 w w o 258 36 47 60 60 60 ,, 258 37 41 45 50 74 Q _ Z 1,a 10 o W 2 35 4 60 60 60 264 36 40 44 48 73 p 3 270 70 35 455 60 60 60 270 36 39 43 47 71 276 34 44 60 60 60 -3 a 282 33 43 60 60 60 276 35 38 42 46 70 LL >Z o m 282 34 37 41 45 68 p -� �a-o 288 33 42 59 60 60 � x Z s 288 33 36 40 44 67 8 g; 294 32 41 57 60 60 294 33 36 39 44 65 U w 3 zm 300 31 40 56 60 60 p a 0 306 31 39 55 60 60 300 32 35 38 43 64 Z 312 30 39 54 60 60 306 31 34 38 42 63 o 318 29 38 53 60 60 312 31 34 37 41 62 3 ° F 324 29 37 52 60 60 0' Q < 330 28 36 51 60 60 Jeffrey C. Digitally signed by p N 336 - 36 50 60 60 Jeffrey C.Friant, A 342 35 49 60 60 348 35 48 60 60 Friant, P.E. P•E.60974 360 33 177 59 60 60974 9 60 Date::403020.100' _ 12:40:30-04'00' 6 5 4 3 2 7 __ :ur`mC.Im",I. aware t GROUT FILLED BLOCK/CMU TABLES 1 SCREEN /2 Drop I Drop In 1/4"Drop In "°��.H P p p H GROUT FILLED CELLS SCREEN GROUT FILLED CELLS SCREEN GROUT FILLED CELLS d SPANS SPANS SPANS t UP TO UP TO UP TO """'" . ANCHOR SPACING INCHES ANCHOR SPACING INCHES ANCHOR SPACING INCHES (in) 24 20 16 12 10 (in) 18 16 14 12 10 (in) 12 1 10 1 8 6 1 4 u 48_ 130 130 130 130 130 48 130 130 130 130 130 48 _ 130 130 130. 130 130 1 ' 54 130 130 130 130 130 54 130 130 130 130 130 54 127 130 130 130 130 60 130 130 130 130 130 60 130 130 130 130 130 60 114 130 130 130 130 Q �a 66 130 130 130 130 130 66 130 130 130 130 130 66 t04 124 130 130 130a W 72 130 130 130 130 130 72 121 130 130 130 130 72 95 114 130 130 78 130 130 130 130 130 78 112 126 130 130 130 78 88 105 130 130 130 84 130 130 130 1 130 130 84 1 104 117 130 1 130 1 130 84 81 98 122 130 130 90 130 130 130 130 130 90 97 109 125 130 130 90 ..... 76 91 114 130 130 ` 96_ 125 130 130 130 1 130 96 91 102 117 130 130 96 71 86 107 130 130 1�1 102 118 130 130 130 130 102 85 96 110 128 130 102 67 80 101 130 130 iF 108 111 130 130 130 130 108 Al 91 104 121 130 108 63 76 95 127 130 Y. F 1 114 105 126 130 130 130 114 76 86 98 115 130 114 60 72 90 120 130 I 1 120 100 120 130 130 130 120 _ 73 82 93 109 130 120 57 68 86 114 130 j 126 95 114 130 130 130 126 69 78 89 104 125 126 54 65 81 109 130 U s _ 132 91 109 130 130 130 132 t 66 74 85 1 99 119 132 52 62 78 104 130 z 138 87 104 130 130 130 138 63 71 81 95 114 138 50 59 74 99 130 — x 144 83 100 125 130 130 1 144 61 68 78 91 109 144 48 57 71 95 1 130 91 150 80 96 120 130 130 150 58 _65 75 87 105 150 46 55 _68 91 130 W g; E; 156 77 92 115 130 130 156 56 63 72 84 101 156 44 53 66 88 130 - E -- u 162 74 89 111 130 130 162 54 61 69 81 97 162 42 51 63 84 127 w s 168 71 86 107 130 130 168 52 58 67 78 93 168 41 49 61 81 122 N 174 ' 69 83 103 130 130 174 50 56 64 75 90 174 39 47 59 79 118 H N g I 180 67 80 100 130 130 180 48 55 62 73 87 180 38 46 57 76 114 w z i t 186 65 1 77 97 1 129 130 186 47 53 60 70 84 186 37 44 55 74 110 Z w a g x 192 60 60 60 60 60 192 45 51 58 60 60 192 36 43 53 60 60 a ¢ z 198 bl 60 60 60 60 198 _'_44 50 57 60 60 198 _'S 41 52 60 60 p N < z f ' 204 59 60 60 60 60 204 43 48 55 60 60 204 34 40 50 60 60 Q !D z 210 57 60 60 60 60 210 42 47 53 60 60 210 33 39 49 60 60 3 216 56 60 60 60 60 216 40 45 52 1 60 60 1 216 _ 32 38 48 60 60 to w 222 54 60 60 60 60 222 39 44 51 , 59 60 222 31 37 46 60 1 60 f 228 53 60 60 60 60 228 38 43 49 57 60 228 30 36 45 60 60 2 234 51 60 60 60 60 234 12 48_' 56 60 _234 29 35 44 58 60 j 240 50 60 60 60 60 240 ._36 41 47 55 60240_-- 29 34 43 57 60 0 p 246 49 59 60 60 60 246 35 40 46 53 60 246 28 33 42 56 60 N 252 48 57 60 60 60 252 35 39 44 52 60 252 33 41 54 60 N 258 47 56 60 60 60 258 '; 34 38 43 51 1 60 1 258 32 40 53 60 0 264 45 55 60 60 60 264 '_ 33 37 42 50 59 264 31 39 52 60 ¢ a o w 270 44 53 60 60 60 270 32 36 42 48 58 270 30 1 38 51 60 10 ✓^o z 276 43 52 60 60 60 276 32 36 41 47 57 276 30 37 50 60 6 282 43 51 60 60 60 282 31 35 40 46 56 282 - 29 36 49 60 W 3 o a >o�t iB1288 42 50 60 60 60 288 30 34 39 45 55 28829 36 48 60 0294 41 49 60 60 60 294 30 33 38 44 53 294 - 28 35 47 60 Y � x Z' 300 40 48 60 60 60 300 29 33 37 44 52 300 34 46 60 = w 3 Z w g 306 39 47 59 60 60 306 28 32 37 43 51 306 34 45 60 U =o o j 312 38 46 58 60 60 312 31 36 42 50 312 33 44 60 a= a 318 38 45 57 60 60 318 31 35 41 49 �effre Digitally signed 318 32 43 60 z N o o F 324 37 44 56 60 60 324 - 30 35 40 48 y by Jeffrey C 324 32 42 60 - 330 36 44 55 60 60 330 30 34 40 48 330 31 41 60 C. FPIdl1t Friant,P.E. i 336 36 43 54 60 60 336 29 _33_._.-39 60974 336 31 41 60 342 35._._.42,__. _53 60 60 342 29 33 38 _4o_ P E Date: 342 30 40 60 i 348 34 41 52 60 60 348 ..__ 28 32 38 45 . 348 29 39 59 ^ ^ IAA i--ff 40_. _50_.___60 60 360 3� 36 a4 2020.10.104'00' h 354 34 41 51 60 60 3sa ! 60974 12:41:56 04'00' 354 _ _ 29 39 58 ��60 33 _ . . 360__ 29 38 57 7 6 ------ _—_ ..—:tmerc rruxr.rt RrWN GROUT FILLED BLOCK/CMU TABLESyt ', '+?e:; 3/8"THREADED ROD&EPDXY 3/8"THREADED ROD&EPDXY 3/8"LDT ANCHOR H 3/8"LDT ANCHOR SCREEN GROUT FILLED CELLS SCREEN '..iuy. , GROUT FILLED CELLS SCREEN GROUT FILLED CELLS SPANS GROUT FILLED CELLS c SPANS SPANS _ SPANS (�^ - O,r► r UP TO ANCHOR SPACING(INCHES) UP TO ANCHCR SPACING(INCHES) UP TO ANCHOR SPACING(INCHES) UP TO ANCHOR SPACING(INCHES) " (in) (in) (in) I�nl 5 V 24 22 20 18 12 10 24 22 20 _ 18 12 10 24 22 20 18 12 10 24 22 20 18 12 10 48 130 130 1 130 130 130 1 130 240 4' 1 , 60 60 48 _130 130 130 130 130 130 240_ 38 41 45 50 60 60 a R� 54 130 130 130 130 130 130 246 a S 60 60 54 130 1 0 130 130 130 130 246 37 40 43 49 60 60 60 130 1 0 130 130 130 130 252 40 44 48 5A 60 60 60 �30 1 0 130 1 0 130 130 252 36 39 42 48 60 60 66 10 10 130 130 130 130 258 40 43 47 55 60 60 66 130 10 130 10 10 130 258 35 38 41 47 60 60 fA 72 130 130 130 130 130 130 264 39 42 46 54 60 60 72 125 130 130 130 130 130 264 34 37 40 45 60 60 78 130 130 130 130 130 130 270 38 41 45 52 60 60 78 Ills 126 130 130 130 130 270 33 36 40 44 60 60 ` 84 r 121 130 130 130 130 130 276 37 40 44 51 60 60 84 107 117 129 1 0 130 130 276 33 36 39 43 60 60 y' 90 113 124 130 130 130 130 282 36 39 43 50 60 60 90 .-100 109 120 130 130 130 282 32 35 38 43 60 60 96 �I 106 116 128 130 130 130 288 35 39 42 49 60 60 96 94 102 113 125 130 130 288 31 34 38 42 60 60 'w Y. 102 1 100 109 120 130 130 130 294 35 38 41 48 60 60 1 102 .88 96 106 118 130 130 294 31 33 37 41 60 60 v' r'. F 108 94 103 113 130 130 1 0 300 34 37 40 1 47 60 60 r 108 83 91 100 111 130 10 300 30 33 36 40 60 60 114 89 98 107 126 130 130 306 33 36 40 46 60 60 r 114 .79 86 95 105 130 130 306 29 32 35 39 59 60 U ,8 1120 f.. 85 93 102 119 130 130 312 33 36 39 45 60 60 120 -75 82 90 100 130 130 312 29 31 35 38 57 60 26 81 88 97 113 130 130 318 32 35 38 45 60 60 126 71 78 86 95 130 130 318 28 31 34 38 56 60 Z 132 77 84 93 103 130 130 324 31 34 37 44 60 60 132 68 74 82 91 1 0 130 324 28 0 33 37 55 60 138 74 81 88 98 130 130 330 31 33 37 43 60 60 138 65 71 78 87 130 130 330 - 29 33 1 36 54 60 W 144 71 77 84 94 130 130 336 30 33 36 42 60 60 144 63 68 75 83 125 130 336 29 32 36 53 60 — 150 68 74 81 91 130 130 342 30 32 35 41 59 60 150 60 65 72 80 120 130 342 28 32 35 52 60 E I E 156 65 71 78 87 130 130 348 29 31 35 40 58 60 156 58 63 69 77 Ills 130 348 28 31 35 51 60 Im 162 63 69 75 84 130 130 354 28 30 34 39 57 60 162 56 61 67 74 111 130 354 - 31 34 51 60 LL 168 bl 66 72 81 126 130 360 28 30 34 38 56 60 ! 168 54 58 64 71 107 129 n 360 0 34 50 60 174 59 64 70 78 122 130 366 - 29 33 38 55 60 174 52 56 62 69 103 124 366 30 33 49 60 z 3 > a f 180 57 62 67 76 118 130 372 - 29 33 37 54 60 180 50 55 60 67 100 120 — _ w 186 55 60 65 73 114 130 378 - 28 32 36 53 60 1116 48 53 58 65 97 116 378 29 32 48 60 ° 0 a a o _ 0 N i Z 192 53 58 63 71 60 60 384 - 28 32 35 53 60 192 47 51 55 60 60 60 384 28 31 47 60 Q .0 LL ` z 198 52 56 60 69 60 60 390 - - 31 35 52 60 198 45 50 55 60 60 60 390 28 31 46 60 o 204 50 55 59 67 60 60 396 - - 31 34 52 60 204 44 48 53 59 60 60 3 210 49 53 58 65 60 60 402 - 0 34 51 60 210 43 47 51 57 60 60 402 0 45 60 N 216 47 52 56 63 60 60 408 0 33 50 60 r 216 42 45 50 56 60 60 a 222 46 50 55 61 60 60 222 41 44 49 54 60 60 408 29 44 60 Ly- 228 45 49 53 60 60 60 228 -39 43 47 53 60 60 234 44 48 52 58 60 60 234 38 42 46 1 51 60 60 O o 240 43 46 51 57 60 60 240 38 41 1 45 1 50 1 60 60 N Lu N Q 0 z oo �3za W >z 0 m 2 a 2 c W _ xzv� U 8 0 3 m � z N z 0 Z � Jeffrey C. Digitally signed o o Q o Q by Jeffrey C. `�' Friant, Friant,P.E.60974 A Date:2020.10.19 23 P.E. 6097412:42:19-04-00` 7 f 4 3 12 11 10 9 8 7 6 5 4 3 2 1 E .PE GROUT FILLED BLOCK/CMU TABLES ell.` '�°� "'} n+n y j "s a 3/8"WEDGE ANCHOR 3/8"WEDGE ANCHOR I ) SCREEN GROUT FILLED CELLS SCREEN SPANS SPANS GROUT FILLED CELLS UP TO ANCHOR SPACING INCHES UP TO ° (in) ( ) ANCHOR SPACING(INCHES) 18 16 1 14 12 10 6 (in) 18 1 16 1 14 12 10 6 48 130 130 130 130 130 130 240 - 30 1 34 40 48 60 rA 54 119 130 130 130 130 130 246 29 33 39 47 60 Mull 60 107 120 130 130 130 130 252 - 29 33 38 46 60 v• r 66 97 109 125 130 130 130 258 - 28 32 37 45 60 rem l I 72 89 100 114 130 130 130 264 31 36 44 60 ^w i 78 82 92 105 123 130 130 270 30 36 43 60 84 7 86 98 114 130 130 276 29 35 42 60 a F 90 71 80 91 107 128 130 2g2 29 34 41 60 I f1 96 67 75 86 100 120 130 288 28 33 40 60 102 63 71 81 94 113 130 294 - 33 39 60 U 108 59 67 76 89 107 130 300 32 38 60 Z 114 56 63 72 84 101 130 306 31 38 60 1 i 120 53 60 69 80 96 130 312 31 37 60 vi 126 51 57 65 76 91 130 318 30 36 60 w {El 132 48 55 62 73 187 130 — 324 30 36 1 59 1 E 138 46 52 60 70 83 130 330 29 35 58 ~ W S f ! 144 44 50 57 67 80 130 336 29 34 57 c 150 43 48 55 64 77 130 344 28 34 56 " 8 - 156 41 46 53 62 74 130 348 28 33 55 Z 3 ' oc P i 162 40 44 51 59 71 130 168 38 43 49 57 69 129 360 32 53 1— o it a m o i I 174 37 41 47 55 66 124 366 31 52 OL c1j0 N Q z ID! 180 36 40 46 53 64 120 372 31 52 Q o LL _ z 186 34 39 44 52 62 116 378 30 51 0 3 I 192 33 38 43 50 60 60 N 198 32 36 42 48 58 60 390384 390 29 49 v �( 204 31 35 40 47 56 60 396 29 48 a I 210 30 34 39 46 55 60 402 - - - - 28 48 O n ( ) 216 30 33 _38 44 53 60 408 28 47 o 222 29 32 37 43 52 60 to 228 28 31 36 42 51 60 234 _ 30 35 41 49 60 0 240 29 34 40 48 160 ¢ % a w o I=oo �2to Ei �z�m p d a p ��W L \ W Z&j 2 g <=3a N~O p v t Digitally signed Jeffrey C. o o e by Jeffrey C. " Friant, Friant,P.E.60974' Date:2020.10.19 24 11 10 P.E. 6097412:42:39—04'00' GROUT FILLED BLOCK/CMU TABLES 1 4"PAH--�MATE R�JERT� IXPANELMATE FEMALE � H 1/4"PANELMATE MALE SCREEN SCREEN SPANS GROUT FILLED CELLS SPANS GROUT FILLED CELLS SCREEN H GROUT FILLED CELLS SPANS .o.L. UP TO ANCHOR SPACING INCHES UP To ANCHOR SPACING INCHES UP TO ` 12 10 8 6 4 (�n) 12 1 10 8 6 4 (in) ANCHOR SPACING INCHES ® u 48 130 130 130 130 130 48 130 130 130 130 130 12 10 8 6 4 54 _ 130 130 130 130 130 S4 117 130 130 130 130 48 1 54 11177 130 130 130 130 130 130 130 130 1 60 130 130 130 130 130 60 105 126 130 130 130 60 109 130 130 130 130 a 9m G 66 130 130 130 130 130 66 96 115 130 130 130 66" 99 119 130 130 130 W 72 130 130 130 130 130 72 88 105 130 130 130 72 91 109 130 130 130 78 128 130 130 130 130 78_._ 81 97 121 130 130 78 84 101 126 130 130 84 119 130 130 130 130 84 75 90 113 130 130 84 78 94 117 130 130 90 111 130 130 130 130 90 70 84 105 130 130 90 73 87 109 130 130 ` —--— 96 104 125 130 130 130 96 66 79 99 130 130 96 68 82 102 130 130 0 0 102 98 118 130 130 130 102 62 74 93 124 130 102 64 77 96 128 130 108 93 ill 130 130 130 108 58 70 88 117 130 108 61 73 91 121 130 ►/� a F F 114 88 105 130 130 130 114 55 66 83 111 130 114 57 69 86 115 130 Y( �-- 120 83 100 125 130 130 - 120 53 63 79 105 130 120 55 66 82 109 130 126 79 95 119 130 130 -126 50 60 75 100 130 126 52 62 78 104 130 132 76 91 114 130 130 132 48 57 72 96 130 132 50 60 74 99 130 U 138 73 1 87 109 130 1 130 138. 46 55 69 91 130 138 47 57 71 95 130 Z = 144 70 83 104 130 130 144 44 53 66 88 130 144 46 55 68 91 130 > 150 67 80 100 130 130 150 42 50 63 84 126 150 44 52 66 87 130 W a 156 64 77 96 128 130 156 40 49 61 81 121 156 42 50 63 84 126 — `V E 162 62 74 93 124 130 _162 39 47 58 78 117 162 40 49 61 81 121 F IL! E 168 60 71 1 89 119 130 168 38 45 56 75 113 168 39 47 59 78 117 N W J s 174 58 69 86 115 130 174 36 44 54 73 109 174 38 45 56 75 113 S 180 56 67 83 111 130 180 35 42 53 70 105 180 36 44 55 73 109 o 186 54 65 81 108 1 130 186 34 41 51 68 1 102 186 35 42 53 70 106 Z > P �` > 192 52 60 60 60 60 192 33 39 49 60 60 192 34 41 51 60 60 3 a w z 198 51 60 60 60 60 198 32 38 48 0 60 198 33 40 50 60 0 m z 204 49 59 60 60 60 204" 31 37 46 0 60 204 32 39 48 60 0 Q � o 210 48 57 60 60 60 210 30 36 45 0 60 210 31 37 47 1 60 60 :� :; 3 216 46 56 60 60 60 216 _29 35 44 58 60 216 30 36 46 60 60 J34 22 45 54 60 60 60 222 28 34 43 57 60 222 30 35 44 59 60 28 44 53 60 60 60 -228 33 42 55 60 228 29 34 43 57 60 a _ 43 51 60 60 60 _234 '" - 32 40 54 60 234 """28 34 42 56 0 w 240 42 50 60 60 60 240 - 32 39 53 60 240 33 41 55 0 0 246 41 49 60 60 60 246_. 31 38_ _51 60 246 _- 32 40 53 60 N 252 40 48 0 60 60 252- 30 38 50 60 252 31 39 52 60 ^ 258 _ 39 47 1 58 60 60 258 29 37 49 60 258 51 60 C 264 38 45 57 60 60 264 29 36 48 60 264 30 37 50 0 270 37 44 56 60 60 270 - 35 47 60 270 29 3G 49�_' GO ~ 276 28 3G 47 60 .0 0 Q �S�w 276 36 44 54 60 60 276_ - - 34 46 60 p � �o = 282 35 43 53 60 60 282 34 45 60 _ 282 5 46 60 W 3 0 288 35 42 52 60 60 288 33 44 60 288 34 46 60 !� ' ' 294 34 41 51 60 60 294 32 43 60 p ; 2 a f W 300 32 42 60 294 33 45 60 Y x z 5 300 33 40 50 60 60 300 - 33 44 60 = d 8 306 33 39 49 60 60 306 31 41 60 U 3=°° 312 32 38 48 60 60 312 - 30 40 60 3112 31 41 60 Digitally signed p w F 312 32 42 60 �0=Z g y .g aF3a 318 31 38 47 60 60 318 30 40 60 N o 0 324 31 37 46 60 60 324 29 39 58 324 3o ao 60 Jeffrey 330 30 36 45 60 60 330 29 38 57 330 - 30 40 60 by Jeffrey C. o o a �336 30 36 45 60 60 336 28 38 56 336 - - 29 39 59 C. Friant,Friant,P.E. p W 342 29 35 44 59 60 342 - 37 55 342 29 38 57 60974 348 29 35 43 58 60 348 - 36 54 348 28 1 38 56 f� C 354 354 28 37 5G 28 34 42 57 60 354 - 36 53 Date: 60974 102 403 O1 104'00' 25 L360 - 33 42 56 60 360 - 35 53 360 - - 36 55 5 4 1 3 T GROUT FILLED BLOCK/CMU TABLES 5/16 ULTRACON i/4"TAPCON STRAP BRACKET W/TWO = .w b+�.''^"'• H: H SCREEN SCREEN 5 16"ULTRACON 114"CRETE-FLEX or 1/4" GROUT FILLED BLOCK GROUT FILLED CELLS TAPCON SPANS SPANS SCREEN1� . ' UP TO UP TO SPANS GROUT FILLED CELLS SCREEN ANCHOR SPACING INCHES ANCHOR SPACING. INCHES UP TO SPANS GROUT FILLED CELLS (in) 18 16 14 12 10 (in) 12 10 8 6 4 ANCHOR SPACING INCHES 48 130 130 130 130 130 48 1 15 130 130 130 130 (�n) 16 14 12 10 8 UP O ANCHOR SPACING INCHES MM� �. 54 129 130 130 130 130 54 102 123 130 130 130 48 130 130 130 130 130 16 14 12 10 8 Y� 54 130 130 130 130 130 48 130 130 130 130 130 U 66 116 127 130 130 130 66 92 110 125 130 130 60 130 130 130 130 130 G 54 130 130 130 130 130 66 105 127 130 130 130 66 84 100 125 130 130 60 120 130 130 130 130 72 97 116 130 130 130 72 77 92 115 130 130 66 130 130 130 130 130 66 120 130 130 130 130 78 89 78 71 85 106 130 130 72 130 130 130 130 130 - 84.._ 83 199 1244 130 130 84 66 79 99 130 130 78 123 130 130 130 130 72 100 114 130 130 130 84 114 129 130 130 130 78 92 105 123 130 130 96 77 93 116 130 130 90 61 74 92 123 130 90 107 120 130 130 130 84 86 98 114 130 130 96 73 87 109 130 130 96 S8 69 86 115 130 96 100 113 129 130 130 90 80 91 107 128 130 w 102 68 82 102 130 130 102 54 65 81 108 130 96 75 86 100 120 130 s - 108 64 77 97 129 130 108 51 61 77 102 130 102 94 106 121 130 130 ys' F 108 89 100 114 130 130 _ 102 71 81 94 113 130 N F 114 61 73 92 122 130 114 48 58 73 97 130 108 67 76 89 107 130 120 58 70 87 116 130 120 46_ 55 s9 `_92 130 114 84 95 108 126 130 108 63 72 84 101 126 126 55 66 83 110 130 126 44 53 66 88 130 120 80 90 103 120 130 120 60 69 80 96 120 U °d 132 53 63 79 105 127 132 42 50 63 84 125 126 76 86 98 114 136 r 132 73 82 94 109 130 126 1 57 65 76 91 114 Z > 138 50 61 76 101 121 138 40 48 60 80 120 138 70 78 89 104 130 132 55 62 f57 87 109 144 48 58 73 97 116 144 38 46 58 77 115 i44 67 75 86 100 130 138 52 60 83 104 W 150 46 56 70 93 111 150 37 44 55 74 110 144 64 72 82 96 130 144 S0 57 80 100 _ E 156 45 54 67 89 107 162 35 42 53 71 102 156 62 69 79 92 130 150 ' 48 55 77 96 0_ _ E 162 43 52 64 86 103 162 34 41 51 68 102 156 46 53 74 92 ~ w s 168 41 50 62 83 99 168 33 39 49 66 99 162 59 67 76 89 130 V) w 168 57 64 73 86 129 162 44 51 71 89 � LL � 174 40 48 60 80 96 174 32 38 48 63 95 $ y 174 55 62 71 83 124 168 43 49 69 86 Q p 180 39 46 58 77 93 180 31 37 46 61 92 174 41 47 55 66 83 W 00 w > 186 37 45 56 75 90 186 30 36 45 59 89 180 53 60 69 80 120 Z — > 192 36 44 54 60 60 192 29 35 43 58 86 186 52 58 66 77 116 180 40 46 53 64 80 w a W F 186 39 44 52 62 77 ~ O oc a m 198 35 42 53 60 60 198 28 33 42 56 60 192 50 56 60 60 60 192 38 43 50 60 60 N 0 N a z D 204 34 41 51 60 60 204 - 32 41 54 60 198 48 55 60 60 60 Q m z 204 47 53 60 60 60 198 36 42 48 58 60 : 3 216 33 40 50 60 60 216 32 39 53 60 210 46 51 59 60 60 204 35 40 47 56 60 N Y 216 31 39 48 60 60 216 31 38 51 60 216 44 50 57 60 60 210 34 39 46 55 60 = 222 31 38 47 60 60 222 � 30 37 50 60 - � 1.._ 222 4 ` 49 56 60 60 216 '_33 38 44 53 60 228 31 37 46 60 60 228 29 36 48 60 222 32 37 43 52 60 2 234 30 36 45 59 60 234 28 35 47 60 228 4-' 47 54 60 60 228 32 36 42 51 60 u 240 29 35 44 58 60 i 240 35 46 60 234 41 46 53 60 60 0 0 246 28 34 42 57 60 246 34 45 60 240 40 45 51 60 60 234 31 35 41 49 60 N C 258 3$ 42 8 56 60 252 29 33 38 43 49 57 60 L146 29 33 39 46 57 w z F J 252 - 33 41 55 60 252 33 44 60246 39 44 50 59 60 240 30 34 40 60 258 32 40 54 60 258 32 43 60 264 32 40 53 60 264 31 42 60 258 28 32 37 45 56 ¢ _ o w 270 - 31 39 52 60 270 31 41 60 264 36 41 47 55 60 10 w 276 30 38 50 60 276 30 40 60 270 36 40 46 53 60 264 - 31 36 44 55 0 0 'o ^z 270 30 36 43 53 _' 6 o 282 30 37 49 59 282 29 39 59 276 35 39 45 52 60 =3 282 34 38 44 51 60 276 30 35 42 52 o R m 288 - 29 36 48 58 288 29 38 58 � L, 288 33 38 43 50 60 282 29 34 41 51 —; W 294 - 28 36 47 57 294 28 38 56 - 288 29 33 40 50 " x Z w 8 300 - - 35 46 56 300 - 37 55 294 ' 33 37 42 49 60 = o� 294 28 33 39 49 U 306 34 45 55 306 36 54 300 32 36 41 48 60 - o =o o B 312 33 45 54 312 35 53 306 31 35 40 47 60 300 32 38 48 <=3 a 318 33 44 53 318 - 35 52 312 31 35 40 46 60 306 31 3.8_- 47 2 312 31 Z 46 Z ^Oo� 324 32 43 52 324 - 34 51 3 LL �N><� 336 32 42 51 336 - 33 So Jeffrey C. Digitally signed by 336 31 41 50 336 33 49 342 31 41 49 342 - 32 48 Jeffrey C.Friant,P.E. - A 3aa - - 30 40 48 348 - - 32 48 Friant, P.E. 60974 354 29 39 47 354 31 47 �� 360 29 39 46 360 31 46 Date:2020.10.19 60974 12:43:36-04'00' - 12 1 l 1 C 9 _�,-_� 7 6 5 4 3 2 12 1 1 10 9 8 7 6 5 4 ffiPfv(iRwlliF HOLLOW BLOCK TABLES IH� _/4"PANELMATE INSERTS 1/4"PANELMATE FEMALE 1/4"PANELMATE MALE H SCREEN SCREEN SCREEN I HOLLOW BLOCK HOLLOW BLOCK HOLLOW BLOCK u.ioy' SPANS SPANS SPANS C . UP TO ANCHOR SPACING INCHES (in)UP TO ANCHOR SPACING INCHES (in)UP TO (in) ANCHOR SPACING INCHES 12 10 8 6 4 12 1 10 1 8 6 1 4 12 10 8 6 4 48 130 130 130 130 130 48 125 130 130 130 130 48 125 130 130 130 130 54 130 130 130 130 130 54 111 130 130 130 130 54 111 130 130 130 130 i 60 130 130 130 130 130 60 100 120 130 130 130 60 100 120 130 130 130 66 130 130 130 130 130 66 91 109 130 130 130 66 91 109 130 130 130 a 72 130 130 130 130 130 72 83 100 125 130 130 72 83 100 125 130 130 78 123 130 130 130 130 78 77 92 115 130 130 78 77 92 115 130 130 ' 84 114 130 130 1 130 1 130 84 1 71 1 86 107 1 130 1 130 84 1 71 1 86 107 130 130 li V f 90 107 128 130 130 130 90 67 80 100 130 130 90 67 80 100 130 130 ` 96 100 120 130 130 130 96 63 75 94 125 130 96 63 75 94 125 130 ^e 102 94 113 130 130 130 102 59 71 88 118 130 102 59 71 88 118 130 1w F 108 89 107 130 130 130 108 56 67 83 111 130 108 56 67 83 Ill 130 Y F 114 84 101 126 130 130 114 53 63 79 105 130 114 53 63 79 105 130 " 120 80 96 120 130 130 120 50 60 75 100 130 120 50 60 75 100 130 - 126 76 91 114 130 130 126 48 57 1 71 95 130 126 48 57 71 95 130 U m 132 73 87 109 1 130 1 130 132 45 1 55 68 1 91 130 132 45 55 1 68 91 130 = 138 70 83 104 130 130 138 43 52 65 87 130 138 43 52 65 87 130 I Z = 144 67 80 100 130 130 144 42 50 63 83 125 144 42 50 63 1 83 125 Uj 150 64 77 96 128 130 150 40 48 60 80 120 150 40 48 60 80 120 Lli g E 156 62 74 92 123 130 156 38 46 58 77 115 156 38 46 58 77 115 71_ E 162 59 71 89 119 130 162 37 44 56 74 111 162 37 44 56 74 Ill �- w 168 57 69 86 114 130 168 36 43 54 71 107 168 36 43 54 71 107 V) LL o LL 174 SS 66 83 110 130 174 34 41 52 69 103 174 34 41 52 69 103 o o 180 53 64 80 107 1 130 180 33 40 50 67 100 180 33 40 50 67 100 186 52 62 77 103 130 186 32 1 39 48 ' 65 97 186 32 39 1 48 65 97 z 3 aoF 192 50 60 60 60 60 192 31 1 38 47 60 60 192 31 38 47 60 60 o a < o 198 48 58 60 60 60 198 30 36 45 60 60 198 30 36 45 60 60 Q-' 0 m a Z D 204 47 56 60 60 60 204 29 35 44 59 60 204 29 35 44 59 60 Q m 210 29 _ z 210 46 55 60 60 60 34 43 57 60 210 29 34 43 57 60 ° 3 216 44 53 60 60 60 216 28 33 42 56 60 216 28 33 42 56 60 N w 222 43 52 60 60 60 222 - 32 41 54 60 222 32 41 54 60 228 42 51 60 1 60 1 60 228 32 39 53 60 228 - 32 39 53 60 u 234 41 49 60 60 60 234 31 38 51 60 234 - 31 38 51 60 u 240 40 48 60 60 60 240 30 38 50 60 240 - 30 38 50 60 1 0 o 246 39 47 59 60 60 246 29 37. 49 60 246 - 29 37 49 60 N O 252 38 46 57 60 60 252 29 36 48 60 252 29 36 48 60 258 37 45 56 60 60 258 28 35_ 47 60 258 - 28 35 47 60 0 Q 264 36 44 55 60 60 264 34 1 45 60 264 - - 34 45 60 N, a F o w 270 36 43 53 60 60 270 33 44 60 270 - 33 44 60 p �; 3 L w 276 35 42 52 60 1 60 276 33 43 60 276 33 43 60 ?o 282 34 41 51 60 60 282 32 43 60 282 32 43 60 a 3 ii a 288 33 40 50 60 60 288 31 42 60 288 31 42 60 LL '°"' Jeffrey C. 294 33 39 49 60 60 294 31 41 60 Y 294 31 41 60 o tx W B 300 32 38 48 60 60 no 30 40 60 300 30 40 60 U W 3 Z 8 306 31 38 47 60 60 306 29 39 59 F r i a n t, P.E. 306 29 39 59 =o c o 312 31 37 46 60 60 312 29 1 38 1 58 _., 312 29 38 58 a=3 a 318 30 36 45 60 60 318 28 38 57 . 60974 318 28 38 57 N o o 324 30 36 44 59 60 324 37 56 324 37 56 Z 330 29 35 44 1 58 1 60 330 36 SS Di stall si ned b 330 36 55 , 1336 29 34 43 57 60 336 36 54 9 y 9 y 336 36 54 342 28 34 42 56 60 342 _- 35 53_. Jeffrey C.Friant,P.E. 342 35 53 �A 348 - 33 41 55 60 348 34 52 60974 348 34 52 2 7 354 33 at 54 60 354 3a s1 Date:2020.10.19 354 34 51 360 32 40 53 60 360 33 5 360 33 50 -- 12:43:59-04'00' 11 _ _ ^—. 9 7 6 5 4 3 a� HOLLOW BLOCK TABLES Pg+ .�yy�. , �H! 1/4"CRETE-FLEX 3/8"THREADED ROD 8.EPDXY 3/8"HOLLOW SET(Simpson) '" .�r; H ' SCREEN SCREEN HOLLOW BLOCK SCREEN HOLLOW BLOCK HOLLOW BLOCK ` SPANS �<o�o /�• SPANS (with 3-1/7'SCREEN TUBE) SPANS ' UP TO ANCHOR SPACING INCHES UP TO UP TO in —" ANCHOR SPACING INCHES ... ( ) 12 10 8 6 4 (in) ANCHOR SPACING INCHES (in) g I { 8 6 48 120 130 130 130 130 12 10 8 6 4 12 10 { 54 107 128 130 130 130 48 130 130 130 130 48 63 75 94 125 188 ..._.... ... 4 V 60 96 115 130 130 130 54 130 130 130 130 54 56 67 83 111 167 60 120 130 130 130 60 { 50 60 75 100 150 M ° �! 66 87 105 130 130 130 66._ 109 130 130 130 66 45 55 68 91 136 72 80 96 120 130 130 72 42 50 63 83 125 78 74 89 111 130 130 72 100 120 130 130 j 84 69 82 103 130 130 76 92 111 130 130 78 38 46 58 77 115 84 36 43 54 71 107 li N 1 84 86 103 129 130 � 90 64 77 96 128 130 90 33 40 50 67 100 96 60 72 90 120 130 90 80 96 120 130 , I 96 31 38 47 63 94 I 102 56 68 85 113 130 96 75 90 113 130 w 108 53 64 80 107 130 102 71 85 106 130 162 29 35 44 59 88 - Fi 108 67 80 100 130 108 28 33 42 56 83 1 F 114 - 51 61 76 101 130 114_ 63 76 95 126 114 - 32 39 53 79 V� 120 48 58 72 96 130 120 60 72 90 120 120 30 38 50 75 j 126 46 55 69 91 130 126 57 69 86 114 126 29 36 48 71 U .a I ( 132 -44 52 65 87 130 132 55 65 1 82 109 132 34 45 68 z 738 42 SO 63 83 125 138 33 43 65 — 144 40 48 60 80 120 738 52 63 78 104 150 38 46 58 77 115 144 50 60 75 100 144 31 42 63 N 756 37 44 55 74 111 150 48 58 72 96 150 30 40 60 LLJ N E; 162 36 43 53 71 107 156 46 55 69 92 156 _ 29 38 58 E 162 44 53 67 89 1168 62 28 37 56 F- w g 168 34 41 51 69 103 36 54 N 1L 168 43 51 64 86 174 33 40 50 66 99 1174 41 50 62 83 74 34 52 180 _ 32 38 48 64 96 180 40 48 60 0 180 - - 33 50 186 31 37 46 62 93 186 39 46 58 60 186 32 48 i — w z 192 30 36 45 60 60 192 38 45 56 60 192 31 47 1— a 198 29 35 44 58 60 198 36 44 55 60 198 30 45 0 N a Z 204 28 34 42 56 60 a LL Di 204 35 42 53 60 204 29 44 Q °D z 210 33 41 55 60 .o - 210 34 41 51 60 210 29 43 3 216 32 40 53 60 216 33 40 50 60 216 28 42 to w 222 31 39 52 60 222 32 39 49 60 222 ' - 41 _ 228 - 30 38 51 60 a 228 32 38 47 60 228 39 r ; 234 - 30 37 49 60 - 234 31 37 46 60 234 38 f 240 _. - 29 36 48 60 0 2a6 28 35 47 60 240 30 36 45 60 240 38 F- o 246 29 35 44 59 246 - 37 t/) Q 258 33 45 60 252 29 34 43 57 258 - 36 264 33 44 60 258 28 33 42 56 258 35 o W 270 32 43 60 _264 - 33 41 55 264 34 Q a g W 4 270 - 32 40 53 270 - 33 o 4 8 i 276 _ - 31 42 60 276 31 39 52 276 33 r o 0 282 - 31 41 60 e-z z 282 - 31 38 51 282 32 w 3 0 288 - 30 40 60 288 30 38 50 288 31 f 294 29 39 59 294 - 31 x - 294 - 29 37 49 Jeffrey C. 300 29 38 58 Y CB - 300 - 29 36 48 300 - 30 = i I 306 28 t 38 56 U o B I ........-_ 306 - 28 35 47 F r)a n t P.E. 306 - 29 =o o 312 37 55 312 35 46 312 - 29 z 318 36 54 318 34 45 318 - - 28 324 - - - 36 53 60974 Z o 324 - 33 44 324 28330 35 52 0 0 330 33 44 Digitally signed by 330 - - o „; 336 34 51 W$ . . 336 32 43 336 3 36 348 ...... 34 51 342_ 32 42 Jeffrey C.Friant,P.E. 3a2 A 354 33 49 348 31 41 60974 348 - A A 360 32 354 31 41 354 1 Soj -- - 48 360 30 40 Date:2020.10.19 - 360 - - 12:44:21 -04'00' I ,� 0 9 8 7 6 5 4_ 9 8 :lRIIP'C.lMWr.I.E NM°M HOLLOW BLOCK TABLES 3/8"THREADED ROD&EPDXY STRAP BRACKET W/TWO 1/4" t H CRETE-FLEX Or 1/4'TAPCON SCREEN HOLLOW BLOCK SPANS (w/UMBRELLA INSERTS) Allowabk:EPDXY brands&Typos' ° I l Powers 1308 SCREEN HOLLOW BLOCK UP TO SPANS ------ (in) ANCHOR SPACING INCHES 2)°"RedHead A7 UP TO ANCHOR SPACING(INCHES) 12 10 1 8 6 (li) 18 16 12 10 8 48 130 130 130 13031 48 117 130 130 130 130 54 130 130 130 130 y 60 130 130 130 130 " 54 104 1 130 130 ""17 130 j _._._.__..._..._- 66_ 130 130 130 130 60 93 105 130 130 130 72 130 130 130 130 66 85 95 127 130 130 -- 78 123 130 130 130 li V I i 72 78 88 117 130 130 r 84 114 130 130 130 � r 78 72 81 108 129 130 90_ 107 _128 130 130 k 84 67 75 100 120 130 96 100 120 1 130 130 w 90 r 62 70 93 1 112 1 130 102 94 113 130 130 - 96 58 66 88 105 130 -"-__ Y s t _. ... 108 89 )07 130 130 � =°- F 102 55 62 82 99 124 114 84 101 126 130 108 52 58 78 93 117 120 80 96 120 130 114 49 55 74 88 111 126 76 91 114 130 6 120 '_ 47 53 70 84 105 1 132 73 87 109 130 Z 126 44 50 67 80 100 _ 138 70 83 104 130 132 42 48 64 76 95 144 67 80 1 100 130 cn 138 41 46 61 73 91 150 64 77 96 128 _ W C 144 39 44 58 70 88 156 62 74 92 123 , E 150 37 42 56 67 84 162 59 71 89 119 ~ W s 156 36 40 54 65 81 168 57 69 86 114 LL o 162 35 39 52 62 78 174 - 55 66 83 110 0 0 it o 1A 33 38 50 60 75 180 53 64 80 107 174 32 36 48 58 72 186 52 62 77 103 — 3 2 a _ 180 31 35_ 47 56_ 70 192 50 60 60 60 p m Z 186 30 34 _45 54 68 198 48 58 1 60 60 v 192 29 33 44 53 60 204 47 56 60 60 Q CDz 210 46 55 60 60 204 - 31 41 49 60 32 42 51 60 0 216 44 53 60 60 N = 04 222 43 52 60 60 v 210 30 40 48 60 22g 42 51 60 60 < 216 - 29 39 47 58 - - 222 -_-- 28 38 45 57 - 234 41 49 60 60 228 37 44 55 240 40 48 60 60 F o 234 36 43 54 246 39 47 1 59 60 N V 240 35 42 53 252 38 46 57 60 258 37 45 56 60 246 34 41 51 264 36 44 55 60 252 33 40 50 ¢ - `5° _ ' w 258 33 39 49 270 36 43 53 60 p o �o-,z 276 35 42 52 60 o 0 264 32 38 48 282 34 41 51 60 s 3 z i c a r 270 31 37 47 288 33 40 50 60 p �i �a o 276 30 37 46 \ U,2 N 294 33 39 49 60 x z W 282 30 36 45 300 32 38 48 60 U 3 z m B 288 29 35 44 306 31 38 1 47 60 p =o,o c z 294 29 34 43 312 31 37 46 60 <=3 a moo 300 28 34 42 318 30 36 45 60 Z ¢w 306 33 41 324 30 36 44 59 3 312 32ci 40 330 29 35 44 58 Digitally signed o ° x 336_ 29 34 43 57 Jeffrey C. by Jeffrey C. 342 - 34 42 55 Friant, P.E.A 348 - 33 41 ss Friant,P.E.60974 �� A 354 33 41 54 Date:2020.10.19 360 32 40 _ - 53 60974 12:45:07-04r00' it 10 9 8 7 6 4 3 2 r — 12 II IG 9 8 7 6 5 4 3 2 merEiwiir.�i Digitally signed by Jeffrey C.Friant,P.E.60974 WOOD TABLES JeffreyC. Friant P.E. 0974 i Date:2020.10.19 12:45:36-04'00' 1/4"TAPCON 1/4"PANELMATE INSERTS 1/4' PANELMATE FEMALE 1/4"PANELMATE MALE SCREEN W00D H _._ _...... .. ) i �,ra SPANS SYP (SG.55 SCREE WOOD SCREEN WOOD SCREEN WOOD H � �... i r SPANS SYP SG.55 UP TO ( ) SPANS SYP(SG.55) SPANS SYP(SG.55) ANCHOR SPACING INCHES UP TO UP TO UP TO (in) ( ANCHOR SPACING INCHES ANCHOR SPACING INCHES ANCHOR SPACING INCHES e 1 (in) (in) (in) 12 10 1 8 6 4 12 10 1 8 6 4 12 1 10 1 B 6 4 _ 12 10 8 1 6 1 4 48 130 130 130 130 130 48 130 130 130 130 130 48 130 130 130 130 130 48 130 130 130 130 130 > 54 130 130 130 130 130 54 130 130 130 130 130 54 130 130 130 130 130 1 54 130 130 130 130 130 G 60 130 130 130 130 130 60 130 130 130 130 130 60 130 130 130 130 130 60 130 130 130 130 130 Q 6 66 127 130 130 130 130 66 127 130 130 130 130 66 127 130 130 130 130 66 127 130 130 130 130 k 72 117 130 130 130 130 72 116 130 130 130 130 72 116 130 130 130 130 72 116 130 130 130 130 78 108 129 130 130 13U 78 107 129 130 130 130 78 107 129 130 130 130 78 107 129 130 130 130 Sy lA 84 100 120 130 130 130 64 100 1 120 130 130 130 84 1 100 120 130 130 130 84 100 120 130 130 130 90 93 112 130 130 1 130 1 90 93 112 130 130 130 90 93 112 130 130 130 90 93 112 130 130 130 8 96 88 _105 130 130 130 96 87 105 130 130 130 96 87 105 130 130 130 96 87 105 130 130 130 uV 102 82 _ 99 124 130 130 102 82 99 123 130 130 102 82 99 123 130 130 102 82 99 123 130 130 108 78 93 1.17 130 130 108 78 93 116 130 130 108 78 93 116 130 130 108 78 93 116 130 130 F 114 74 88 1 111 130 130 114 73 88 110 130 130 114 73 88 110 130 130 114 73 88 110 130 130 F 1 120 70 84 105 130 130 120 70 84 105 130 130 120 70 84 105 130 130 120 ` 70 84 105 130 130 { i 126 67 80 100 130 130 126 66 80 100 130 130 126 66 80 100 130 130 126 66 1 80 100 I 130 U ae 132 64 76 95 127 130 132 63 76 95 127 130 132 63 76 95 127 130 132 63 76 95 127 130 = 138 61 73 91 122 130 138 61 73 91 121 130 138 61 73 91 121 130 138 61 73 91 121 130 Z i 144 58 70 88 117 130 144 58 70 87 116 130 144 58 70 87 116 130 144 58 70 87 116 130 vi 91 1150 56 67 84 112 130 150 56 67 84 112 130 150 56 67 84 112 130 150 56 67 84 112 130 Lu a fE' 156 54 65 81 108 130 156 54 64 81 107 130 156 54 64 81 107 130 156 54 64 81 107 130 r E I 162 52 62 78 104 130 162 52 62 78 103 130 162 52 62 78 103 130 162 f 52 62 78 103 130 w S 168 50 60 75 100 130 168 50 60 75 100 130 168 50 60 75 100 130 168 50 60 75 100 130 174 48 58 72 97 130 174 48 58 72 96 130 174 48 58 72 96 130 174- 48 58 72 96 130 > 180 47 56 70 93 130 180 47 56 70 93 130 180 47 56 70 93 130 180 47 56 70 93 130 186 45 54 68 90 130 186 45 54 68 90 130 186 45 54 68 90 130 186 35 54 68 90 130 co XF 192 44 53 60 60 60 192 44 52 60 60 60 192 44 52 60 60 60 192 44 52 60 60 60 a < z 198 42 51 60 60 60 198 42 51 60 60 60 198 42 51 60 60 60 198 1 42 51 60 60 60 x 0 N < z 204 41 49 60 60 60 204 41 49 60 60 60 204 41 49 60 60 60 204 41 49 60 60 _ 60 Q m z 210 40 48 60 60 60 210 40 48 60 60 60 210 40 48 60 60 60 210 40 48 60 60 60 : 3 216 39 47 58 60 60 216 39 47 58 60 60 216 39 47 58 60 60 216 39 47 58 60 60 to w 222 38 45 57 60 60 222 38 45 57 60 60 222 38 45 57 60 60 222 38 45 57 60 60 228 37 44 55 60 60 228 37 44 55 60 60 228 37 44 55 60 60 228 37 44 55 60 60 r 234 36 1 43 54 60 60 234 36 43 54 60 60 234 36 43 1 54 60 60 234 36 43 54 60 60 f ( 240 35 42 53 60 60 240 1 35 42 52 60 60 240 35 42 52 60 60 240 35 42 52 60 60 0 p 246 34 41 51 60 60 246 34 41 51 60 60 246 34 41 51 1 60 60 246 34_ _ 41 51 60 60 N ICl 252 33 40 50 60 60 _252 33 40 50 60 60 252 33 40 50 60 60 252 33 40 50 60 60 258 33 39 49 60 60 258 32 39 49 60 60 258 32 39 49 60 60 258 39 49 60 60 0 264 __ 32 38 48 1 60 60 264_32 38 48 60 1 60 1 264 32 38 48 60 60 264 1; 38 48 60 1 60 n _ " � z�0 Ed 270 31 37 47 60 60 270 31 37 47 60 60 270 31 37 47 60 60 270 31 37 47 60 60 Q 5 W 276 30 37 46 60 60 276 30 36 46 60 60 276 30 36 46 60 60 276 30 36 46 60 60 ° _ �Foo 282 30 36 45 60 60 282 30 36 45 59 60 282 30 36 45 59 60 282 30 36 45 59 60 3 0 I+ 288 29 35 44 58 60 288 29 35 44 58 60 288 29 35 44 58 60 288 t 29 35 44 58 60 � 'z 294 29 34 43 57 60 294 28 34 43 57 60 294 28 34 43 57 60 294 28 34 43 57 60 Z IBf 300 28 34 42 56 60 300 _ 34 42 56 60 300 - 34 42 56 60 300 34 42 56 60 U �.,;z W B i 306 - 33 41 55 60 306 33 41 55 60 306 33 41 55 60 306 33 41 55 60 $a o I 312 32 40 54 60 312 32 40 54 60 312 - 32 40 54 60 312 32 40 54 60 __ , i 318_ 32 40 53 60 318 32 40 53 60 318 - 32 40 53 60 318 32 40 53 60 of o o ' 1 324 31 39 52 60 324 31 39 52 60 324 31 39 52 60 324 - 31 39 52 60 3 `� f 330 T - 31 38 51 60 330 30 38 51 60 330 30 38 51 60 330 30 38 51 60 � o °N d 336 30 38 50 60 336 30 37 50 60 336 30 37 50 60 336 30 37 50 60 V' ' 342 _ 29 37 49 60 342 29 37 49 60 342 29 37 49 1 60 342 _ 29 37 49 6Poo A 348 29 36 48 60 348 29 36 48 60 348 29 36 48 60 348 ` 29 36 48 O ( 354 - 28 36 47 60 354 28 35 47 60 354 28 35 47 60 354 28 35 47 360 - 35 47 60 360 - 35 47 60 360 - 35 47 60 360 35 47 6 - -- — 4 1 Y C ,b WOOD TABLES y ' HS/16 Li TRACON 3/8"COMBO ANCHOR or LAG BOLT 1/2"COMBO ANCHOR or LAG BOLT „A STRAP BRACKET W/TWO =• �.m„� ��= 1/4"CRETE-FLEX _- H SCREEN WOOD SCREEN WOOD SCREEN WOOD or 1/4"TAPCON lo.o SPANS (SYP with SG>_0.55) SPANS (SYP with SG?0.55) SPANS (SYP with SG z 0.55) SCREEN WOOD UP TO UP TO UP TO SPANS (SYP with SG>_0.55) e ANCHOR SPACING INCHES ANCHOR SPACING INCHES (in) ANCHOR SPACING INCHES (in) (in) UP TO 16 14 12 10 6 18 16 14 12 8 18 16 12 10 8 in ANCHOR SPACING INCHES 48... 124 130 130 130 130 48 _ 130 130 130 130 130 48 130 130 130 130 130 - 16 14 12 10 8 54 110 126 130 130 130 �54 124 130 130 130 130 54 130 130 130 130 130 48 130 130 130 130 130 6 ---- 60 112 126 130 130 130 60 130 130 130 130 130 54 130 130 130 130 130 60 99 113 130 130 130 66 102 115 130 130 130 66 130 130 130 130 130 60 _ 120 130 130 130 130 k 66 90 103 120 130 130 74 93 105 120 130 130 72 130 130 130 130 130 66 109 125 130 130 130 72 83 94 110 130 130 78 76 87 102 122 130 78 86 97 fll 129 130 78 123 130 130 130 130 72 100 114 130 130 130 84 71 81 94 113 130 84 _80 _90 + 103 J20 130 84 114 129 130 130 130 78 92 105 123 130 130 � 90 66 75 88 106 130 90 _ 75 84 96 112 130 96 107 120 130 130 130 84 86 98 114 130 1 130 96 70 79 90 105 130 96 100 113 130 130 130 90 80 91 107 128 130 96 62 71 83 99 130 - - - -- 102 58 67 78 93 130 102 66 74 85 99 130 102 94 106 130 130 130 96 - 75 86 100 120 130 Boa F 108 55 63 73 88 130 108 62 70 80 93 130 108 89 100 130 130 130 102 71 81 94 113 130 [A Y F .........___- _._.._._..._ 114 59 66 76 88 130 114 84 95 126 130 130 108 67 76 89 107 130 �+ I ;_ 52 60 69 83 130 120 56 63 72 84 126 120 80 90 120 130 130 114_ 63 72 84 101 130 120 50 57 66 79 130 jy6 53 60 69 80 120 126 76 86 114 130 130 120 60 69 80 96 120 U "° 126 47 54 63 75 126 132 73 82 109 130 130 126 57 65 76 91 114 Z = 132 45F45 60 72 120 132 51 57 65 76 115 138 43 57 69 115 138 49 55_ _63 73 110 138 70 78 104 125 130 132 55 62 73 87 109 ( _144 41 55 66 110 144 47 53 60 70 105 144 _' 67 75 100 120 130 138 52 60 70 83 104 to 150 40 53 63 106 150 45 50 58 67 101 150 64 72 96 115 130 144 50 57 67 :71 100LU E! 156 38 51 61 102 156 43 48 SS 65 97 156 62 69 92 111 130 150 48 55 64 96 7E I162 37 4L 49 59 98 162 41 47 53 62 93 162 59 67 89 107 130 156 46 53 62 92 ~ W s ` 168 35 40 47 57 94 168 40 45 51 60 90 168 57 64 86 103 129 162 44 51 59 89 LL LL 174 39 43 50 58 87 174 55 62 83 99 124 168 43 49 57 86 " _174 34 39 46 55 91F - 0 o o 180 33 38 44 53 g8 180 37 42 _48___ __56 ,_,-84 180 53 60 80 96 120 174 41 47 55 83 Z J W w > 186 32 36 43 51 85 186 36 41 46 54 81 186 52 58 77 93 116 180 40 46 53 64 80 192 31 35 41 50 60 192 35 39 45 53 60 192 50 56 75 90 113 186 39 44 52 62 77 ~ o rr ° a o 198 30 34 40 48 60 198 _ 34 38 44 51 60 t98 48 55 73 87 109 192 38 43 50 60 60 a 0 "- Q Z 204 29 33 39 47 60 204 33 37 42 49 60 204 47 53 71 85 106 1913 36 42 48 58 60 QC m o 210 28 32 38 45 60 210 32 36 41 48 60 210 46 51 69 82 103 204 " 35 40 47 56 60 G 3 216 31 35 40 47 60 to 216 31 37 44 60 216 44 50 67 80 100 210 34 39 46 55 60 = j 222 30 34 39 45 60 222 31 36 43 60 222 43 49 65 78 97 216 33 38 44 53 60 Q 228 29 33 38 44 60 1 228 30 35 42 60 228 42 47 63 76 95 222 32 37 43 52 60 w 234 29 34 41 60 234 29 32 37 43 60 234 41 46 62 74 92 228 32 36 42 51 60 240 28 33 40 60 240 28 32 36 42 60 240 40 45 60 72 90 234 31 35 41 49 60 � o 246 28 32 39 60 _.___246 _ - 31 35 41 60 246 39 44 59 70 88 240 30 34 40 48 60 N 252 - 30 34 40 60 252 � 31 38 60 252 38 43 57 69 86 246 29 33 39 47 59 258 29 33 39 59 0 258 31 37 60 258 37 42 56 67 84 252 29 33 38 46 57 w 264 - 29 33 38 57 Q 264 30 36 60 264 36 41 55 65 82 258 28 32 37 45 56 270 28 32 37 56 I 270 29 35 59 -- 40 53 64 80 264 - 31 36 44 55 0 - - 276 31 37 55 276 29 34 57 2282 - 76 35 39 52 63 78 270 - 30 36 43 53 282 - 28 34 56 31 36 1 54 288 30 35 53 282 34 38 51 61 77 276 - 30 35 42 52 w 3°a 288 33 55 288 33 38 50 60 75 282 - 29 34 41 51 0 �_ 18 294 32 54 300 .......". .._ 29 34 50 29 294 34 5133 37 49 59 73 288 - 29 33 40 50 3 W 8 300 - 32 53 _ 300 32 36 48 58 72 294 28 33 39 49 U X Z W j j 306 31 52 302 - - 32 306 31 35 47 56 71 300 32 38 48 0 Q t z i I 312 30 51 318 32 48 312 -_ 31 35 46 55 69 P312 06 31 38 47 21o318 30 50 - 31 37 46 z i 24 LL 29 49 3 0 324 _ 31 47 324 29 48 330 31 46 a x a 336 28 47 336 30 45 0 ' 342 46 342 29 44 A� 348 463348 29 4354 _ _ _ 2g 43 Jeffrey/C. Fridrlt Digitally signed by Jeffrey C.Friant,P.E.60974 3 0 44 360 42 P.E. 60974 Date:2020.10.1912.46:02 1 f -04'00' __.._ . 12 11 10 9 8 7 6 5 4 3 2 1 :[iEE[YC.iMMNT.I.E. ALUMINUM & STEEL TABLES IW BUI_DEY SAMMY BRAND. ' M. �:.vCfltf�<` •( ly.agTt .^c H 1/4"SAMMY 114'TEKS SCREEN 16 GA Steel SCREEN 1/8"Alum SPANS (A36) SPANS (MIN 6063-T5) UP TO ANCHOR SPACING INCHES UP TO ANCHOR SPACING INCHES ('n) 12 10 8 6 4 (in) 12 10 8 6.._....._-4 48 123 130 130 130 130 48 127 130 130 130 130 i 54 109 130 130 130 130 54 113 130 130 130 130 N U 60 18 130 130 60 J02 122 130 130 130 1 G 72 88.._. 198 123 66_ 89 130 130 72 85 102 127 130 130 107 130 130 130 66 92 Ill 130 130 130 78_ 76 91 _ 114 130 _130 78 78 94 117 130 130 A/►A 9 84 70 t 84 105 130 130 84 73 87 109 130 130 ii V 1 90 66 79 98 130 130 90 1 68 81 102 130 130 96 62 74 92 123 130 96 64 76 95 127 130 =m 102 58 69 87 116 130 1 102 60 72 90 120 130 ?'"w F 108 55 66 82 109 130 108 56 68 85 113 130 Y3 F 114 52 62 78 104 130 114 53 64 80 107 130 YI 120 49 59 74 98 130 120 51 61 76 102 130 126 47 56 70 94 130 126 48 58 73 97 130 U 132 45 54 67 89 130 132 46 55 69 92 130 Z 138 43 51 1 64 86 128 138 _ 44 ' 53 1 66 88 1 130 — 144 41 49 62 82 123 144 42 _51 64 85 127 vj 1 150 39 47 59 1 79 118 150 41 49 61 81 122 W g E 156 38 45 57 76 114 1 156 'I 47 59 78 117 = E 162 1 36 44 55 73 109 162 38 45 56 75 113 168 35 42 53 70 105 168 36 44 54 73 109 LL 174 34 41 51 68 102 174 35 42 53 70 105 y o LL 180 33 39 49 66 98 180 34 41 51 68 102 ° w 7 w 186 32 38 48 63 95 186 33 39 49 66 1 98 — w 5 a 192 31 37 46 60 60 192 32 38 48 60 60 f- o P < p 198 30 36 45 60 60 198 31 37 46 60 60 0 v a Z D 204 29 35 43 58 60 204 30 36 45 60 60 Q Di 210 28 34 42 56 60 210 29 35 44 58 60 216 - 33 41 55 60 216 28 34 42 56 60 cn 222 32 40 53 60 222 1 - 33 41 55 60 228 31 39 52 60 _ 228 32 40 d 60 < i 234 30 38 50 60 234 31 39 60 240 30 37 49 60 240 30 38 60 0 o 246 29 36 48 60 246 30 37 60 N C 252 28 35 47 60 252 29 36 60 d 258 - 34 46 60 258 28 35 60 w264 34 45 60 264 - 35 60 Q M < o w 270 33 44 60 -_270 34 45 60 �,z 276 32 43 60 276 33 44 60 6 9 282 31 42 60 282 32 43 60 3 0< 288 31 41 60 288 ._ - 32 42 60 _Z;gm 294 30 40 60 294 31 41 60 x Z a 300 30 39 59 300 30 41 60 V " 3 i m B 306 29 39 58 306 30 40 60 p =o'o 312 28 38 57 312 29 1 39 59 a i 3 z 318 37 56 318 - 29 38 58 Z o o 324 36 55 324 28 38 56 w I Ci �coa 330 36 54 330 37 55 p Tn i 336 35 53 336 . ..- 36 54 Digit lly 348 35 52 342 35 53 Datea2020.10.a9 12:46 33' A 348 - - - 34 51 348 - - - 35 53 Jeffrey C. Friant,C.Friant,P.E.60974 by y 32 = 354 33 50 354 34 52 360 33 49 360 _ 34 51 P.E. 60974 -04'00' I _ 1 12 1 1 10 - 9 8- 7 - ---� — ----5 4 3 2 ___ 1 12 11 10 9 8 7 6 5 4 3 RrYrN ALUMINUM & STEEL TABLES H 1 4"TEKS - 114'TEKS - n+a a. , 114"TEKS 1/4"TEKS H SCREEN 1/8"Steel SCREEN 1/8"Steel or SCREEN 1/4"Alum SCREEN 1/4"Alum ""-,,,,��•"',•` SPANS (A36) SPANS (A36) SPANS (MIN 6063-T5) SPANS (MIN 6063-T5) UP TO ANCHOR SPACING INCHES UP TO UP TO UP TO 1 U a, (in) (in) ANCHOR SPACING INCHES (in) ANCHOR SPACING INCHES (in) ANCHOR SPACING INCHES 14 12 10 8 6 14 12 10 8 6 14 12 10 8 6 14 12 10 8 6 `v 48 130 130 130 130 130 240 1 43 50 60 60 60 48 130 130 130 130 130 240 60 60 60 60 60 G S4 130 130 130 130 130 246 1 42 49 59 60 60 S4 130 130 130 130 130 246 60 60 60 60 60 60 130 130 130 130 130 252 41 48 57 60 60 60 130 130 130 130 130 252 60 60 60 60 60 66 130 130 130 130 130 258 40 47 56 60 60 66 130 130 130 130 130 258 60 60 60 60 60 w 72 130 130 130 130 130 264 39 45 55 60 60 72 130 130 130 130 130 264 60 60 60 60 60 N 78 130 130 130 130 130 270 38 44 53 60 60 78 130 130 130 130 130 270 59 60 60 60 60 84 122 130 130 130 1 130 276 37 43 52 1 60 60 84 130 130 130 130 130 276 57 60 60 60 60iLm 90 114 130 130 130 130 282 36 43 51 60 60 90 130 130 130 130 1 130 282 56 1 60 60 60 60 :<7 96 107 125 130 130 130 288 36 42 50 60 60 96 130 130 130 130 130 288 55 60 60 60 60 F 102 101 118 130 130 130 294 35 41 49 60 60 102 130 130 130 130 130 294 54 60 60 60 60 y � F 106 95 111 130 130 130 300 34 40 48 60 60 108 130 130 130 130 130 300 53 60 60 60 60 114 90 105 126 130 130 306 34 39 47 59 60 114 130 130 130 130 130 306 52 60 60 60 60 120 86 100 120 130 130 312 33 38 46 58 60 120 130 130 130 130 130 312 51 59 60 60 60 U 126 82 95 114 130 130 318 32 38 45 57 60 126 126 130 130 130 130 318 50 58 60 60 60 Z 132 78 1 91 1 109 130 1 130 324 32 37 144 56 60 1 132 120 130 130 130 130 324 49 57 60 60 60 138 75 87 104 130 130 330 31 36 44 55 60 138 115 130 130 130 130 330 48 56 160 60 60 W 144 71 83 100 125 130 336 31 36 43 54 60 1" 110 128 130 130 130 336 47 55 60 60 60 E 150 69 80 96 120 130 342 30 35 42 53 60 150 106 123 130 130 130 342 46 54 60 60 60 7 E 156 66 77 92 115 130 348 30 34 41 52 60 156 102 118 130 130 130 348 46 53 60 60 60 Vj w 162 63 74 89 111 130 354 29 34 41 5 T 60 162 98 114 130 130 130 354 45 52 60 60 1 60 1J off' 168 61 71 86 107 130 360 1 29 33 40 50 60 168 94 110 130 130 130 360 44 51 60 60 60 Q p g 174 59 69 83 103 130 366 28 33 39 49 60 174 91 106 127 130 130 366 43 50 60 57 60 Z J w > 180 57 1 67 80 100 130 372 28 32 1 39 1 48 60 1 180 88 103 123 130 130 372 43 49 60 56 60 186 55 65 77 97 129 378 - 32 38 48 60 186 85 99 119 130 130 378 42 48 59 55 60 O m z 192 54 60 60 60 60 384 31 38 47 60 192 60 60 60 60 60 384 41 t4655 54 60 Q = o D 198 52 60 60 60 60 3" 31 37 46 60 198 60 60 60 60 60 390 41 53 60 3 204 50 59 60 60 60 396 30 36 46 60 204 60 60 60 60 60 396 F 40 52 60 210 49 57 60 60 60 402 30 36 45 60 210 60 60 60 60 60 402 39 51 60216 48 56 60 60 60 408 29 35 44 59 216 60 60 60 60 60 __408_ 39 50 60 2 222 46 54 60 60 60 222 60 60 60 60 60 w 228 45 53 60 60 60 228 60 60 60 60 60 0 234 44 51 60 60 60 234 60 60 60 60 60 t- 240 43 50 60 60 60 240 60 60 60 60 60 N C w N < oW o ti Fp�Zo � o c;zo< ii 6 ai Dz D p � � �o �t xz5 B U B p a< r o C i n z z 3 a N�'o Digitally signed by Jeffrey A Jeffrey C. Friant,C.Friant,P.E.60974 33 P.E.60974 Date:2020.10.1912.46.521 04'00' 12 -- ---1 1`---— 10 E 6 5 4 3 2 I 12 1 1 10 9 8 ��_—__L— 6 5 . 4 3 1 C.I-1.1. EARTH TABLE 1)Use when soil conditions are visually identified to be loose to medium dense santl Soil Class 4A `r`r EARTH ANCHOR NOTES: 'o H 30"X 1/2"Shaft x 4"Helix 1 ) ,n ; H SCREEN SOIL CLASS 4A 2)Use when soil conditions are mechanically identified to be Soil Class 3. \' MEDIUM DENSE SAND 3)Use with Stabilizer plates are used when soil conditions are visually identified to be loose to medium dense sand (Sad Class 4A) i •°" SPANS a)Soil Class 3: 24-39 blow count device or 351-550 a torque probe UP TO ANCHOR SPACING(INCHES) b)Soil Class 4A: 18-23 blow count device or 276-350 a torque probe (in) 2 1 24 2 2 3 48 130 130 130 V _G 54 130 130 130 5 60 130_ 130 130 �I 66 127 130 130 72 1 i? 30 130 /y►/� u'o 78 100 1 3 130 ilflll VJ i 84 1 OC_ 12929 130 ( l - 90 93 120 130 96 8E 113 130 F 1 102 82 106 130 rA 0$ F 108 78 100 136 VI -- 114 74 95 126 I 120 70 90 120 U 67 86 114 = � 1 132 Z 64 1 82 109 j 138 61 78 104 vi 144 58 75 100 LLJ N 150 56 72 96 �El 156 54 69 92 1 E 162 52 67 89 t i W s 168 SO 64 86 � LL C 174 48 62 83 o o ° f ' 180 47 60 80 Z > u > 186 45 58 77 3 o W 5F 192 44 56 60 g it m z 198 42 55 60 N a 16 204 41 53 60 Z 210 40 51 60 23 216 39 50 60 N j I 222 38 49 60 t, 228 37 47 60 u 234 36 46 60 240 35 45 60 0 ~2" 34 44 59 N 252 33 43 57 N 258 33 42 56 2" 32 41 55 Q ?9 W 270 31 40 53 0 0 �w . � I^�o�z 276 30 39 52 Q_X 6 282 30 38 51 o< j 288 29 38 50 0 u_ e�o 294 29 37 49 �c d 0_IN IBI 300 28 36 48 = Z w � 3=m B 306 - 35 47 U 0 =o o I 312 35 46 318 34 45 Z doe I ( 324 33 44 '+- s 330 33 44 e, Dada { ; 336 32 43 'W 342 32 42 JAI 348 31 41 Digitally signed by Jeffrey' 1 354 31 1 41 Jeffrey C. Friant,C.Friant,P.E.60974 A 360 30 40 P.E.60974 Date:2020.10.19 12:47:13 4 -04'00' 9 8 7 6 5 4 3 2