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Home My WebLink AboutNOA; Tapcon with Advanced Threadform Technology Concrete and Masonry AnchorsMIAMI•DADE MUM-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eovleconomv ITW Builder 1349 West Bryn Mawr Avenue Itasca, IL 60143 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section'(In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Tapcon with Advanced Threadform Technology Concrete and Masonry Anchors APPROVAL DOCUMENT: Drawing No. 06-ITW-0001, Sheets 1 and 2 of 2, titled "Tapcon Concrete Anchors with Advanced Threadform Technology", dated 06/16/2006, with last revision dated 08/10/2012, prepared by Engineering Express, signed and sealed by Frank L. Bernardo, P.E., bearing the Miami -Dade County Product Control revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: None LABELING: Each box shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. T 10,11NATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate.this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews and revises NOA # 11-0616.05 and consists of this page 1 and evidence pages E-1 and E- 2, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. NOA No.12-0816.06 1 O,Z Expiration Date: August 31, 2016 Z Approval Date: December 13, 2012 rI/ ja Page 1 ITW Buildex NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 064TW-0001, Sheets 1 and 2 of 2, titled "Tapcon Concrete Anchors with Advanced Threadform Technology", dated 06/16/2006, with last revision dated 08/10/2012, prepared by Engineering Express, signed and sealed by Frank L. Bernnardo, P.E. B. TESTS "Submitted under NOA # 07-0315.03" 1. Tension and Shear Resistance Test of 3/16" SS Tapcon ATFT with Climashield per ASTM E 488, prepared by C.E.L Consulting, Report No. 7111153, dated 01/31/2007, signed and sealed by Lee W. Mattis, P.E. 2. Corrosion Resistance Test per ASTM G 85 as noted in TAS 114(E), prepared by PRI Construction Materials Technologies, Report No. ITW-004-02-01, dated 01/05/2007, signed and sealed by Charles L. Thomas, P.E. "Submitted under NOA # 05-1020. 01 " 3. Test report on Tension and Shear Resistance, Report No. 4I131 werc for "Weres Tapcon Concrete/Masonry Screw Anchors" per ASTM E 488, prepared by Cel Consulting on 04/29/2005, signed and sealed by L. W. Mattis, P.E. 4. Test report on Tension and Shear Resistance, Report No. 4I131 werc Supplement 6519 for Tapcon with Advanced Threadform Technology per ASTM E 488 prepared by Cel Consulting on 05/19/2005, signed and sealed by L. W. Mattis, P.E. 5. Test report of corrosion resistance for fasteners, Project No. TTW-003-02-01, 02, 03 & 04, for fasteners with Tapcon Plus, Silver Climaseal, Silver Ultrashield and White Ultrashield per ASTM G85 as noted on TAS 114(E), prepared by Cel Consulting on 10/22/2004 and 05/16/2006, signed and sealed by C. L. Thomas, P.E. C. CALCULATIONS 1. Anchors allowable loads calculations prepared by Engineering Express, dated 08/14/2012, signed and sealed by Frank L. Bennardo, P.E. "Submitted under NOA # 07-0315.03" 2. Calculations addendum on new stainless steel anchors, prepared by Engineering Express, dated 03/08/2007, signed and sealed by Frank L. Bennardo, P.E. li 3G/02, f Carlos M. Utrera, P.E. Product Control Examiner NOA No.12-0816.06 Expiration Date: August 31, 2016 Approval Date: December 13, 2012 E-1 ITW Buildex NOTICE OF ACCRPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS (Continued) "Submitted under NOA # 05-1020.01 " 3. Calculations of allowable loads for Tapcon with Advanced Threadform Technology, prepared by Engineering Express, dated 06/22/2006, signed and sealed by Frank L. Bennardo, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Drawing No. 06-ITW-0001 statement of code conformance to 2007 and 2010 FBC issued by Engineering Express, dated 08/14/2012, signed and sealed by Frank L. Bennardo, P.E. "Submitted under NOA # 09-0121.19" 2. Statement letter of code conformance to 2007 FBC issued by Engineering Express, dated 01/05/2009, signed and sealed by Frank L. Bennardo, P.E. "Submitted under NOA # 05-1020.01 " 3. No interest letter issued by Engineering Express, dated 06/23/2006, signed and signed by Frank L. Bennardo, P.E. 111136 /;0 1 Carlos M. Utrera, P.E. Product Control Examiner NOA No.12-0816.06 Expiration Date: August 31, 2016 Approval Date: December 13, 2012 E -2 rrweuldex TAPCON° with ADVANCED THREADFORM TECHNOLOGYTM CONCRETE & MASONRY ANCHOR / SEEANCIORDIAMETER\ TABLE FOR DIMENSIONS \\ HFF [—THREAD L@1('iH �r II i�F HEIGIf ---� �L VARIES � \ \ ADVANCED \\ THRPADFORM (SHANK DIAMETER) AN®7HREADFORM \`TECHNOLOGY TECHNOLOGY TAPCON WITH ADVANCED �THREADFORM TECHNOLOGY 1 1:1 SCALE SIDE VIEW ANCHOR OYAMIIkR ANCHOR TYPE D (NOMINALDIAMETER) SE (SHANK DIN4ETEQ) MINOIDM CASE PLATE CE C!HOLE DIAMETER TE PE (THREAD DIAMEIER7 (RODE DIAMETER) 3/lo•TAPOON o.18TS, D.l4S I 0230' ODNTACTTTW BNLOIX TOR SPEQFLC ANCHOR DIAMETER INFORMATION 1/4'TAPCON 0350' 1 0.19. 03l2 HEAD STYLE OPTIONS SLOTTED NIX PHILLIPS PHILI PS HEX HEAD WASHER HEAD FLATHEAD PAN HEAD MARKINGS I I 17? O MAXI -SET HIX SOOTS STAINLESS STEEL 'PHRLIPS HEAD WASHER HEAD HEAD WITH WASHER MARKINGS ANGN00. H— DIMENSION HEAD STYLE HEAD HEIGHT HEADDWIEfEi{ 3/ID•m 0.120' 035T 412 PEN D.14D• DA14• 1/4'PFN LAW DATI' ANCHOR HFAD O/11EMSIDN TOADSTTIP HEAD HEIGHT AOi0A MT WASHE0.01AMETER 3/1C NWH 0140• 034C 0; L14• HwN I D.LOD• 0300' DALY IOmILTaEY� r No.46 F1TdSM CONCRETE Q OR HOLLOW BLOCK SOBST ATE o I PILOT HOLE SEE G3lERAL 11 ' NOTES FOR PILOT T o" HOLESPE�ICATIO Mlfl 2 TYPICAL SECTION 1 1:1 SCALP SIDE VIEW LONGTMREAD ANCNORIEN4lH PART IB/GTH THMAD 31ILPTAPOIN LENGTH 1/4•TAPDON 1-3/4• FLILLTNRFAD NLLTHR 2-1/P 2-1/B• 2-1/0• 2-1/4• 2-11 r 2-W 2-1/B' 2-HAT' 3-3M 2-2A0' 2-HAT' 4• 2-W 2-1/0' s 2.1/r 6 2-W U la TENSION CAPACITIES BASED ON EMBEDMENT, EDGE DISTANCE65PACING FOR SINGLE ANCHORS 2000 PSI 2DOD PSI 4000 PSI sow PSI ANCHOR DIAM EMBED EDGE DIST CONC (S_I6D) CONIC (S>I61)) OONC (S216D) CONC (S216D) 1, 1' 125 D Im D 141 D 141 D 17/8' 136E 164b ISBm 210b 3/16' 11/2' 1' 243 It, 243 b 279 b 31811, 17/8' 26BD 278b 27Bm 327b 13/4' 1' 327 b 358 b 360 D 39D It,1 7/e' 327 b 390 b 4D1 m 433 b 1' 11/4' 171b 174b 1B4m 237b 21/2, 171b 7881b 199m 237b 3/4- 11/2' 11/4' 313m 1131, M9b 619b 23R' 34611, 346E 456b 615m 13/4' 1]/4' 443m 465m 543E 543m 21/r 443m SOBm 594E 707m lb SHEAR CAPACITIES BRED ON EMBEDAIEF7T. EDGE DISTANCE fl SPACING 2000 PSI 20DO PSI 4000 PSI SOLID PSI ANCHOR DIAM EMBED EDGE DISf WNC CONC (S>I6D) ODNC (SLISD) CONC (S216D) 1' 11/e• 126b 126b 150b 16DD 21/4' 17611, lei let It. 22Bb 3116• 11/Y 1 S 1861k, 166b 166b 186b 21/4' 1961b 215b 226m 226E 13W 1 1/e' 204 It, 204 It, 204 D 204 b 21/4' 216b 218b 251b 2SOb 1, 1 I/Y 19611, 196b 31DD 3fOb 3- 2371b 237b 340b 359m 114' 1 11/Y I1/Y 232b 132E 1 346b 416b r 351b 368b 417b 417b 13, 303 m 303 b 346 D 600m 3- 421 D 421 m 492b 50Dm Y TENSION, CAPACITIES (REDUCED) EASED ON EMBEDMENT, EDGE DISTANCE fl SPACING FOR PAIRS OF ANCHORS 20M PSI CONC OR GREATER (TENSION IPNR SHEAR/PAIL SPACING (S) 'REFER TO EDGE D 1STPNCE AND SPACING DETAR FOR DEPICTION OF / W CH40R SPACING A EDGE DISTANCE REQUIREMENTS FOR PAILS OFANCHORS ON ANCHOR EMBED SPACING EDGE TENSION SHEAR DIAM (S DLST 1, 1 1/2' a0 b 352 m 2` 237 lb 952 m 1 ]/2' 443 b 358 474 b 369 b 1 3/{, 1 12' 647 b 445 It, 615E 455b ' 1, Y 267 lb M7 b 3' 902m {74b 1/4• 1 {/2' 3' � • 637 b B65 D 13/I' Y 811b 7777E 3' �848m 7131b LLO U Z z (% W O3 TENSION &SHEAR CAPACITIES BASED EMBEDNRNf, EDGE DISTANCE 8SPACING FORSINGLEPNCHORS L1GHf-WEIGHT CMU MEORIM-WEIGMf BLOCK(5216D) C4U BLOCK(SLI6D) ANCHOR EMS® EDGE OIAM OISf TENSION SXFA0. TENSION SHEAR 3/16' I' r 43b Bab 68m 135b 4• {5m e3m 1ae I/4' 1' 2' 43b 108E 118m 161b 4` 66m t25D T02b O4 TENSION &SHEAR CAPACITIES BASED ON FTABE31l1ENi, EDGE DISTANCES SPACING FOHL PA1R9 OFA1JG1ORS LIGHT -WEIGHT ANCHOR EMBED SPACING EDGE C4U BLOIX DIAM DIST TENSION SHEAR 103 m 9II b 3/16' T 1031h 7021b r 114E ztzm 1/4' {' 738m a4m 'RffER7D EDGE DLSTANCEAND SPACING DETAd FOR DEPICTION OFANCHOR SPACING fl EDGE DISTANCE REWIRB„1ENTNT5 FOR PAR4SOFANGfORS 71 TENSION & SHEAR CAPACITIES GAGED ON EMBEO3¢H17, EDGE DISTANCE flSPAGNG FOR PAIRS OFANCNgRSLu iTENSION SHEAR . •o i (� 0 ,y' r^ V W FACE SHELL ZaQa ZX �m TENSIOWW N/PAIR S^9_ yam7$ HEARIPA6L �W.. ;PACING jgIDIX (S) FACE SHELL 3000 PSI MEDIUM -WEIGHT ANCHOR EDGE CONCRETE (SL16D) l?7U BLDIX(5216O) Dq/pq8( DIAM EMBED DIST TENSION SNFAR TENSION SHEAR 1, 1' 7641, 160m 64b 58b 6HEAR/PART 3/16' 21R' 764E 289b 54D 93b 13/4' 1' 336E 768m 21/2' 379 It, 364 D 1' 187m 726b 68b 61D='`.7'). •� 1. 2]/2' 710m 301E nb 134b SPACING U4' 1' 314E 214E (S) WNC OR 13/4• BIDIX 21/2' 473 m 616 b FACE SX91 -REFER TO EDGE OISTANCEAND SPACING DETAIL FOROEPICDON OFANCHOR SPACING fl EDGE DISTANCEREQUIREMENTS FOR PAIRS OF / W CHORS BLOCK CAPACITY TABLE NOTES: 1. Al1OWABIE LOAD SHOWN -ULTIMATE LARD DMDED BY 4.0 FOR SOLID ®GE DIST NON•CMCIO:ID NCRETE SUBSTRATE, 5.0 FOR WNCREIE MASONRY SUBSTRATFS. EMBmMENT V ES L75TID CONSIDER FULL EMBEDMENT INTO THE CONCRETE OR HOLLOW BLO SUBSTRATE EMBEDMENT DEPMS DO NOT CONSIDERTHETHI0O4E5 DW BU6DIX OF WOOD B , SR1CC0 OR ANY E0(TERIO0. FINISHES. ALL FINISHES SHALL BE BY A.T.T. TAPCON � •• OTHERS AND NOT EXCEED I/8'MAIQMUM, OTHERWISE THEY SIULLBE • 6, . SEPARATELY[[LRR$AALHTEgI,FIID TO TRINSFER ALL LOADING 70 THE PRO]ECf i ANQIC6fW0LBEINSOW8I WIMTfEMOrQ•f14 O341BLT003JIHLSPI.@Ka FOR CONRLETE OR • ,�--q{---.� a N9]10R AS1151EDINTl101SFOR9OF03LSPAl'LIG PEOUCf[QS M4Y�AHiBDTO HOLLOW e„pAQNG (5)� ,' • THEVALLS$ I®tF34. SUBSTM7E 3. III✓EAR TfON MAY BEIlS®FOR®GE DISTA'4�AFID SPACIIGBEM'EB4 M1ND/A4AND DISTMAS SHOWN INTABE. liO011LTYEVLS® 4. HMI+®t NOTAl1DW®FORHOUAYBID(%IISFNUATIOtS. 4�LL,Lr�Aie Fyrir • . 5. HIOLlDN CNN[TNAE7EMASOLRYUtdiSfC4U)4W1@8ORM7DASLM L90 N,�MQOB � EDGE DIST ASPAQNd SPECI7GTIONSAAO SNNLFl4YE AS ®DW: �(4 TNRS OFANCHORS VOIT WHCiO'QAI: D@0IY>95TCF 6. SIiNT DBO �6WWO7 ENOT� FORD. Ilb ►n.iGCbfd LLO U Z z (% W O3 TENSION &SHEAR CAPACITIES BASED EMBEDNRNf, EDGE DISTANCE 8SPACING FORSINGLEPNCHORS L1GHf-WEIGHT CMU MEORIM-WEIGMf BLOCK(5216D) C4U BLOCK(SLI6D) ANCHOR EMS® EDGE OIAM OISf TENSION SXFA0. TENSION SHEAR 3/16' I' r 43b Bab 68m 135b 4• {5m e3m 1ae I/4' 1' 2' 43b 108E 118m 161b 4` 66m t25D T02b O4 TENSION &SHEAR CAPACITIES BASED ON FTABE31l1ENi, EDGE DISTANCES SPACING FOHL PA1R9 OFA1JG1ORS LIGHT -WEIGHT ANCHOR EMBED SPACING EDGE C4U BLOIX DIAM DIST TENSION SHEAR 103 m 9II b 3/16' T 1031h 7021b r 114E ztzm 1/4' {' 738m a4m 'RffER7D EDGE DLSTANCEAND SPACING DETAd FOR DEPICTION OFANCHOR SPACING fl EDGE DISTANCE REWIRB„1ENTNT5 FOR PAR4SOFANGfORS 71 TENSION & SHEAR CAPACITIES GAGED ON EMBEO3¢H17, EDGE DISTANCE flSPAGNG FOR PAIRS OFANCNgRSLu iTENSION SHEAR . •o i (� 0 ,y' r^ V W FACE SHELL ZaQa ZX �m TENSIOWW N/PAIR S^9_ yam7$ HEARIPA6L �W.. ;PACING jgIDIX (S) FACE SHELL 3000 PSI MEDIUM -WEIGHT ANCHOR EDGE CONCRETE (SL16D) l?7U BLDIX(5216O) Dq/pq8( DIAM EMBED DIST TENSION SNFAR TENSION SHEAR 1, 1' 7641, 160m 64b 58b 6HEAR/PART 3/16' 21R' 764E 289b 54D 93b 13/4' 1' 336E 768m 21/2' 379 It, 364 D 1' 187m 726b 68b 61D='`.7'). •� 1. 2]/2' 710m 301E nb 134b SPACING U4' 1' 314E 214E (S) WNC OR 13/4• BIDIX 21/2' 473 m 616 b FACE SX91 -REFER TO EDGE OISTANCEAND SPACING DETAIL FOROEPICDON OFANCHOR SPACING fl EDGE DISTANCEREQUIREMENTS FOR PAIRS OF / W CHORS BLOCK CAPACITY TABLE NOTES: 1. Al1OWABIE LOAD SHOWN -ULTIMATE LARD DMDED BY 4.0 FOR SOLID ®GE DIST NON•CMCIO:ID NCRETE SUBSTRATE, 5.0 FOR WNCREIE MASONRY SUBSTRATFS. EMBmMENT V ES L75TID CONSIDER FULL EMBEDMENT INTO THE CONCRETE OR HOLLOW BLO SUBSTRATE EMBEDMENT DEPMS DO NOT CONSIDERTHETHI0O4E5 DW BU6DIX OF WOOD B , SR1CC0 OR ANY E0(TERIO0. FINISHES. ALL FINISHES SHALL BE BY A.T.T. TAPCON � •• OTHERS AND NOT EXCEED I/8'MAIQMUM, OTHERWISE THEY SIULLBE • 6, . SEPARATELY[[LRR$AALHTEgI,FIID TO TRINSFER ALL LOADING 70 THE PRO]ECf i ANQIC6fW0LBEINSOW8I WIMTfEMOrQ•f14 O341BLT003JIHLSPI.@Ka FOR CONRLETE OR • ,�--q{---.� a N9]10R AS1151EDINTl101SFOR9OF03LSPAl'LIG PEOUCf[QS M4Y�AHiBDTO HOLLOW e„pAQNG (5)� ,' • THEVALLS$ I®tF34. SUBSTM7E 3. III✓EAR TfON MAY BEIlS®FOR®GE DISTA'4�AFID SPACIIGBEM'EB4 M1ND/A4AND DISTMAS SHOWN INTABE. liO011LTYEVLS® 4. HMI+®t NOTAl1DW®FORHOUAYBID(%IISFNUATIOtS. 4�LL,Lr�Aie Fyrir • . 5. HIOLlDN CNN[TNAE7EMASOLRYUtdiSfC4U)4W1@8ORM7DASLM L90 N,�MQOB � EDGE DIST ASPAQNd SPECI7GTIONSAAO SNNLFl4YE AS ®DW: �(4 TNRS OFANCHORS VOIT WHCiO'QAI: D@0IY>95TCF 6. SIiNT DBO �6WWO7 ENOT� FORD. Ilb ►n.iGCbfd O4 TENSION &SHEAR CAPACITIES BASED ON FTABE31l1ENi, EDGE DISTANCES SPACING FOHL PA1R9 OFA1JG1ORS LIGHT -WEIGHT ANCHOR EMBED SPACING EDGE C4U BLOIX DIAM DIST TENSION SHEAR 103 m 9II b 3/16' T 1031h 7021b r 114E ztzm 1/4' {' 738m a4m 'RffER7D EDGE DLSTANCEAND SPACING DETAd FOR DEPICTION OFANCHOR SPACING fl EDGE DISTANCE REWIRB„1ENTNT5 FOR PAR4SOFANGfORS 71 TENSION & SHEAR CAPACITIES GAGED ON EMBEO3¢H17, EDGE DISTANCE flSPAGNG FOR PAIRS OFANCNgRSLu iTENSION SHEAR . •o i (� 0 ,y' r^ V W FACE SHELL ZaQa ZX �m TENSIOWW N/PAIR S^9_ yam7$ HEARIPA6L �W.. ;PACING jgIDIX (S) FACE SHELL 3000 PSI MEDIUM -WEIGHT ANCHOR EDGE CONCRETE (SL16D) l?7U BLDIX(5216O) Dq/pq8( DIAM EMBED DIST TENSION SNFAR TENSION SHEAR 1, 1' 7641, 160m 64b 58b 6HEAR/PART 3/16' 21R' 764E 289b 54D 93b 13/4' 1' 336E 768m 21/2' 379 It, 364 D 1' 187m 726b 68b 61D='`.7'). •� 1. 2]/2' 710m 301E nb 134b SPACING U4' 1' 314E 214E (S) WNC OR 13/4• BIDIX 21/2' 473 m 616 b FACE SX91 -REFER TO EDGE OISTANCEAND SPACING DETAIL FOROEPICDON OFANCHOR SPACING fl EDGE DISTANCEREQUIREMENTS FOR PAIRS OF / W CHORS BLOCK CAPACITY TABLE NOTES: 1. Al1OWABIE LOAD SHOWN -ULTIMATE LARD DMDED BY 4.0 FOR SOLID ®GE DIST NON•CMCIO:ID NCRETE SUBSTRATE, 5.0 FOR WNCREIE MASONRY SUBSTRATFS. EMBmMENT V ES L75TID CONSIDER FULL EMBEDMENT INTO THE CONCRETE OR HOLLOW BLO SUBSTRATE EMBEDMENT DEPMS DO NOT CONSIDERTHETHI0O4E5 DW BU6DIX OF WOOD B , SR1CC0 OR ANY E0(TERIO0. FINISHES. ALL FINISHES SHALL BE BY A.T.T. TAPCON � •• OTHERS AND NOT EXCEED I/8'MAIQMUM, OTHERWISE THEY SIULLBE • 6, . SEPARATELY[[LRR$AALHTEgI,FIID TO TRINSFER ALL LOADING 70 THE PRO]ECf i ANQIC6fW0LBEINSOW8I WIMTfEMOrQ•f14 O341BLT003JIHLSPI.@Ka FOR CONRLETE OR • ,�--q{---.� a N9]10R AS1151EDINTl101SFOR9OF03LSPAl'LIG PEOUCf[QS M4Y�AHiBDTO HOLLOW e„pAQNG (5)� ,' • THEVALLS$ I®tF34. SUBSTM7E 3. III✓EAR TfON MAY BEIlS®FOR®GE DISTA'4�AFID SPACIIGBEM'EB4 M1ND/A4AND DISTMAS SHOWN INTABE. liO011LTYEVLS® 4. HMI+®t NOTAl1DW®FORHOUAYBID(%IISFNUATIOtS. 4�LL,Lr�Aie Fyrir • . 5. HIOLlDN CNN[TNAE7EMASOLRYUtdiSfC4U)4W1@8ORM7DASLM L90 N,�MQOB � EDGE DIST ASPAQNd SPECI7GTIONSAAO SNNLFl4YE AS ®DW: �(4 TNRS OFANCHORS VOIT WHCiO'QAI: D@0IY>95TCF 6. SIiNT DBO �6WWO7 ENOT� FORD. Ilb ►n.iGCbfd 3000 PSI MEDIUM -WEIGHT ANCHOR EDGE CONCRETE (SL16D) l?7U BLDIX(5216O) Dq/pq8( DIAM EMBED DIST TENSION SNFAR TENSION SHEAR 1, 1' 7641, 160m 64b 58b 6HEAR/PART 3/16' 21R' 764E 289b 54D 93b 13/4' 1' 336E 768m 21/2' 379 It, 364 D 1' 187m 726b 68b 61D='`.7'). •� 1. 2]/2' 710m 301E nb 134b SPACING U4' 1' 314E 214E (S) WNC OR 13/4• BIDIX 21/2' 473 m 616 b FACE SX91 -REFER TO EDGE OISTANCEAND SPACING DETAIL FOROEPICDON OFANCHOR SPACING fl EDGE DISTANCEREQUIREMENTS FOR PAIRS OF / W CHORS BLOCK CAPACITY TABLE NOTES: 1. Al1OWABIE LOAD SHOWN -ULTIMATE LARD DMDED BY 4.0 FOR SOLID ®GE DIST NON•CMCIO:ID NCRETE SUBSTRATE, 5.0 FOR WNCREIE MASONRY SUBSTRATFS. EMBmMENT V ES L75TID CONSIDER FULL EMBEDMENT INTO THE CONCRETE OR HOLLOW BLO SUBSTRATE EMBEDMENT DEPMS DO NOT CONSIDERTHETHI0O4E5 DW BU6DIX OF WOOD B , SR1CC0 OR ANY E0(TERIO0. FINISHES. ALL FINISHES SHALL BE BY A.T.T. TAPCON � •• OTHERS AND NOT EXCEED I/8'MAIQMUM, OTHERWISE THEY SIULLBE • 6, . SEPARATELY[[LRR$AALHTEgI,FIID TO TRINSFER ALL LOADING 70 THE PRO]ECf i ANQIC6fW0LBEINSOW8I WIMTfEMOrQ•f14 O341BLT003JIHLSPI.@Ka FOR CONRLETE OR • ,�--q{---.� a N9]10R AS1151EDINTl101SFOR9OF03LSPAl'LIG PEOUCf[QS M4Y�AHiBDTO HOLLOW e„pAQNG (5)� ,' • THEVALLS$ I®tF34. SUBSTM7E 3. III✓EAR TfON MAY BEIlS®FOR®GE DISTA'4�AFID SPACIIGBEM'EB4 M1ND/A4AND DISTMAS SHOWN INTABE. liO011LTYEVLS® 4. HMI+®t NOTAl1DW®FORHOUAYBID(%IISFNUATIOtS. 4�LL,Lr�Aie Fyrir • . 5. HIOLlDN CNN[TNAE7EMASOLRYUtdiSfC4U)4W1@8ORM7DASLM L90 N,�MQOB � EDGE DIST ASPAQNd SPECI7GTIONSAAO SNNLFl4YE AS ®DW: �(4 TNRS OFANCHORS VOIT WHCiO'QAI: D@0IY>95TCF 6. SIiNT DBO �6WWO7 ENOT� FORD. Ilb ►n.iGCbfd EDGE OISTANCEAND SPACING DETAIL FOROEPICDON OFANCHOR SPACING fl EDGE DISTANCEREQUIREMENTS FOR PAIRS OF / W CHORS BLOCK CAPACITY TABLE NOTES: 1. Al1OWABIE LOAD SHOWN -ULTIMATE LARD DMDED BY 4.0 FOR SOLID ®GE DIST NON•CMCIO:ID NCRETE SUBSTRATE, 5.0 FOR WNCREIE MASONRY SUBSTRATFS. EMBmMENT V ES L75TID CONSIDER FULL EMBEDMENT INTO THE CONCRETE OR HOLLOW BLO SUBSTRATE EMBEDMENT DEPMS DO NOT CONSIDERTHETHI0O4E5 DW BU6DIX OF WOOD B , SR1CC0 OR ANY E0(TERIO0. FINISHES. ALL FINISHES SHALL BE BY A.T.T. TAPCON � •• OTHERS AND NOT EXCEED I/8'MAIQMUM, OTHERWISE THEY SIULLBE • 6, . SEPARATELY[[LRR$AALHTEgI,FIID TO TRINSFER ALL LOADING 70 THE PRO]ECf i ANQIC6fW0LBEINSOW8I WIMTfEMOrQ•f14 O341BLT003JIHLSPI.@Ka FOR CONRLETE OR • ,�--q{---.� a N9]10R AS1151EDINTl101SFOR9OF03LSPAl'LIG PEOUCf[QS M4Y�AHiBDTO HOLLOW e„pAQNG (5)� ,' • THEVALLS$ I®tF34. SUBSTM7E 3. III✓EAR TfON MAY BEIlS®FOR®GE DISTA'4�AFID SPACIIGBEM'EB4 M1ND/A4AND DISTMAS SHOWN INTABE. liO011LTYEVLS® 4. 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