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<br />10 1
<br />ANCHOR RODS
<br />TYPE "AB", "ABM", & "ABH"
<br />SECOND NUT IF NOTED
<br />HEAVY HEX NUT -
<br />2 2
<br />PLAIN HARDENED WASHER OR
<br />PLATE WASHER IF CALLED OUT _
<br />ON DESIGN DRAWINGS
<br />�a
<br />LEVELING NUT TOC
<br />m�
<br />d4 ,a.
<br />a �
<br />aa, .
<br />ad
<br />ANCHOR ROD (AB)a4 ..
<br />go
<br />HEAVY HEX NUT
<br />go
<br />Q
<br />TACK WELD
<br />ANCHOR RODS W/ SLEEVE
<br />TYPE "AB S", "ABM S", & "ABH S"
<br />SECOND NUT IF NOTED
<br />HEAVY HEX NUT -
<br />PLAIN HARDENED WASHER OR (D
<br />PLATE WASHER IF CALLED OUT _
<br />ON DESIGN DRAWINGS O
<br />WILSON ANCHOR a
<br />ROD SLEEVE(S) OR 4
<br />APPROVED EQUAL
<br />ANCHOR ROD (AB)
<br />HEAVY HEX NUT
<br />m
<br />1
<br />Ili
<br />TACK WELD
<br />PART MATERIAL PART MATERIAL
<br />THREADED ROD "AB" ASTM F1554, GRADE 36 THREADED ROD "AB" ASTM F1554, GRADE 36
<br />THREADED ROD "ABM" ASTM F1554, GRADE 55 THREADED ROD "ABM" ASTM F1554, GRADE 55
<br />THREADED ROD "ABH" ASTM F1554, GRADE 105 THREADED ROD "ABH" ASTM F1554, GRADE 105
<br />PLAIN WASHER ASTM F436 PLAIN WASHER ASTM F436
<br />HEAVY HEX NUT ASTM A563, GRADE DH HEAVY HEX NUT ASTM A563, GRADE DH
<br />ANCHOR RODS ANCHOR RODS W/ SLEEVE
<br />TYPE "AB P", "ABM P", & "ABH P" TYPE "AB S P", "ABM S P", & "ABH S P"
<br />SECOND NUT IF NOTED SECOND NUT IF NOTED
<br />HEAVY HEX NUT - _ = HEAVY HEX NUT
<br />PLAIN HARDENED WASHER OR PLAIN HARDENED WASHER OR 0
<br />PLATE WASHER IF CALLED OUT - o PLATE WASHER IF CALLED OUT - o
<br />ON DESIGN DRAWINGS _ - = O ON DESIGN DRAWINGS - = O
<br />LEVELING NUT TOC ~ a - TOC ~ a
<br />m06 - m0s
<br />q d WILSON ANCHOR a a
<br />4; 4; ROD SLEEVE(S) OR
<br />„ a '. ° ... APPROVED EQUAL
<br />ANCHOR ROD (AB) ANCHOR ROD (AB)
<br />d a d.d
<br />CIRCULAR PL (P) CIRCULAR PL (P)
<br />"D" "D11
<br />„D„ - "D"
<br />H
<br />HEAVY HEX NUT --"'HEAVY HEX NUT
<br />,,w -w_] �� TACK WELD
<br />PART
<br />MATERIAL
<br />THREADED ROD "AB"
<br />ASTM F1554, GRADE 36
<br />THREADED ROD "ABM"
<br />ASTM F1554, GRADE 55
<br />THREADED ROD "ABH"
<br />ASTM F1554, GRADE 105
<br />PLAIN WASHER
<br />ASTM F436
<br />HEAVY HEX NUT
<br />ASTM A563, GRADE DH
<br />PART
<br />MATERIAL
<br />THREADED ROD "AB"
<br />ASTM F1554, GRADE 36
<br />THREADED ROD "ABM"
<br />ASTM F1554, GRADE 55
<br />THREADED ROD "ABH"
<br />ASTM F1554, GRADE 105
<br />PLAIN WASHER
<br />ASTM F436
<br />HEAVY HEX NUT
<br />ASTM A563, GRADE DH
<br />1
<br />ISSUED FOR CONSTRUCTION
<br />07/15/22
<br />AAT
<br />WLK
<br />BES
<br />LEF
<br />AJD
<br />0
<br />ISSUE FOR PERMIT
<br />06/24/22
<br />AAT
<br />WLK
<br />BES
<br />LEF
<br />AJD
<br />REV
<br />REVISION DESCRIPTION
<br />DATE
<br />IDRWN.DSGNICHKDI
<br />QC
<br />APPD
<br />TACK WELD
<br />HILTI NOTES:
<br />1. ANCHORING AND EPDXY SHALL PROVIDE A SYSTEM COMPLIANT WITH ACI 318 CHAPTER 17.
<br />2. A MINIMUM OF 1 NUT AND 1 WASHER CONFORMING TO ISO 898 CLASS 5.8 SHALL BE PROVIDED
<br />WITH EACH BOLT. CARBON STEEL RODS AND HIT RODS SHALL BE HOT DIP GALVANIZED PER
<br />ASTM A153.
<br />ANCHOR ROD SCHEDULE - TYPE "H"
<br />3. EXCEPT WHERE INDICATED ON THE DRAWINGS, POST -INSTALLED ANCHORS SHALL CONSIST STANDARD NUT
<br />OF THE FOLLOWING AS PROVIDED BY HILTI, INC.
<br />A. ADHESIVES FOR USE: PLAIN HARDENED WASHER
<br />(i) HILTI HIT-HY 200 SAFE SET SYSTEM WITH HILTI HIT-Z ROD PER ICC ESR-3187
<br />(ii) HILTI HIT-HY 200 SAFE SET SYSTEM WITH HILTI HOLLOW DRILL BIT AND VACUUM WITH
<br />HAS THREADED ROD PER ICC ESR-3187
<br />(iii) HILTI HIT -RE 500v3 SAFE SET SYSTEM WITH HILTI HOLLOW DRILL BIT AND VACUUM
<br />WITH HAS THREADED ROD PER ICC ESR-3814 d
<br />(iv) HILTI HIT -RE 500v3 SAFE SET SYSTEM WITH HILTI ROUGHENING TOOL (HIT RT) WITH a:
<br />HAS THREADED ROD PER ICC ESR-3814 FOR DIAMOND CORED HOLES
<br />B. STEEL ELEMENTS FOR USE WITH ADHESIVE: b
<br />(i) HILTI HAS-V-36 GRADE 36 CARBON STEEL ROD
<br />(ii) HILTI HAS-E-55 GRADE 55 CARBON STEEL ROD
<br />(iii) HILTI HAS-B-105 GRADE 105 CARBON STEEL ROD a
<br />(iv) HILTI HAS-R-304 STAINLESS STEEL ROD
<br />(v) HILTI HAS-R-316 STAINLESS STEEL ROD
<br />(vi) HILTI HIT-Z OR HIT-Z-R ROD (WITH HY 200 ONLY) THREADED ROD "D"
<br />4. SUBSTITUTION REQUESTS FOR ALTERNATE PRODUCTS MUST BE APPROVED IN WRITING BY . ,.. ,..,.
<br />THE STRUCTURAL ENGINEER OF RECORD PRIOR TO USE. CONTRACTOR SHALL PROVIDE
<br />CALCULATIONS THAT HAVE BEEN SEALED BY ANOTHER LICENSED ENGINEER DEMONSTRATING
<br />THAT THE SUBSTITUTED PRODUCT IS CAPABLE OF MEETING THE PERFORMANCE OF THE HILTI HIT-HY 200-R -�
<br />SPECIFIED PRODUCT. SUBSTITUTIONS WILL BE EVALUATED BY THEIR HAVING AN ICC ESR EPDXY ADHESIVE
<br />SHOWING COMPLIANCE WITH THE RELEVANT BUILDING CODE FOR SEISMIC USES, LOAD
<br />Q
<br />RESISTANCE, INSTALLATION CATEGORY, AND AVAILABILITY OF COMPREHENSIVE INSTALLATION
<br />INSTRUCTIONS IF AN ESR AND LOCAL REQUIREMENTS ARE REQUIRED BY THE AHJ. ADHESIVE
<br />ANCHOR EVALUATION WILL ALSO CONSIDER CREEP, IN-SERVICE TEMPERATURE, INSTALLATION
<br />TEMPERATURE, MOISTURE CONDITION OF CONCRETE, AND DRILLING METHODS.
<br />5.
<br />USE OF DIAMOND CORE BIT WITH ROUGHENING TOOL FOR ANCHOR HOLES REQUIRES
<br />APPROVAL FROM ENGINEER OF RECORD PRIOR TO DRILLING. UNLESS OTHERWISE SHOWN IN
<br />THE DRAWINGS, ALL HOLES SHALL BE DRILLED PERPENDICULAR TO THE CONCRETE SURFACE.
<br />o s
<br />6.
<br />INSTALL ANCHORS PER THE MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS, AS
<br />INCLUDED IN THE ANCHOR PACKAGING.
<br />7.
<br />OVERHEAD ADHESIVE ANCHORS MUST BE INSTALLED USING THE HILTI PROFI PISTON PLUG
<br />PART MATERIAL
<br />8.
<br />FOR PROJECTS MEETING IBC 2012 OR LATER, ACl/CRSI ADHESIVE ANCHOR INSTALLER
<br />CERTIFICATION IS REQUIRED FOR ALL INSTALLERS OF ADHESIVE ANCHORS IN HORIZONTAL OR
<br />HY HIT HY-200 SAFE SET ADHESIVE
<br />UPWARDLY INCLINED ORIENTATION. THE HILTI ADHESIVE ANCHOR INSTALLER CERTIFICATION
<br />PROGRAM (HAAICP) IS AN APPROVED EQUIVALENT.
<br />RE HIT RE 500 v3 SAFE SET ADHESIVE
<br />9.
<br />THE CONTRACTOR SHALL ARRANGE AN ANCHOR MANUFACTURER'S REPRESENTATIVE TO
<br />PROVIDE ONSITE INSTALLATION TRAINING FOR ALL ANCHOR PRODUCTS SPECIFIED. THE
<br />HV HAS-V-36 GR 36 CARBON STEEL ROD
<br />STRUCTURAL ENGINEER OF RECORD MUST RECEIVE DOCUMENTED CONFIRMATION THAT ALL
<br />PERSONNEL WHO INSTALL ANCHORS ARE TRAINED PRIOR TO THE COMMENCEMENT OF
<br />HE HAS-E-55 GR 55 CARBON STEEL ROD
<br />ANCHOR INSTALLATION.
<br />HB HAS-13-105 GR 105 CARBON STEEL ROD
<br />10.
<br />ANCHOR CAPACITY IS DEPENDENT UPON SPACING BETWEEN ADJACENT ANCHORS AND
<br />PROXIMITY OF ANCHORS TO EDGE OF CONCRETE. INSTALL ANCHORS IN ACCORDANCE WITH
<br />HR304 HAS-R-304 STAINLESS STEEL ROD
<br />SPACING AND EDGE CLEARANCES INDICATED ON THE DRAWINGS.
<br />11.
<br />EXISTING REINFORCING BARS IN THE CONCRETE STRUCTURE MAY CONFLICT WITH SPECIFIC
<br />HR316 HAS-R-316 STAINLESS STEEL ROD
<br />ANCHOR LOCATIONS. UNLESS NOTED ON THE DRAWINGS THAT THE BARS CAN BE CUT, THE
<br />CONTRACTOR SHALL REVIEW THE EXISTING STRUCTURAL DRAWINGS AND SHALL UNDERTAKE
<br />HZ HIT-Z OR HIT-Z- R ROD
<br />TO LOCATE THE SITION OF THE REINFORCING BARS AT THE LOCATIONS OF THE CONCRETE
<br />CAST IN ANCHOR ROD NOTES:
<br />ANCHORS BY HI TIOPS 00 OR OTHER GPR, X-RAY, CHIPPING OR OTHER APPROVED MEANS.
<br />NOTIFY THE ENGINEER OF RECORD IN WRITING IF REBAR IS CUT OR DAMAGED IN THE
<br />PROCESS OF INSTALLING ANCHORS.
<br />1. ROD SHALL BE TAGGED WITH MARK AND DRAWING NUMBER.
<br />CIRCULAR PLATE WASHER
<br />SCHEDULE
<br />DIAMETER
<br />"D"
<br />T x W *
<br />(Thickness x Dia.)
<br />1/2"
<br />0.5 x 3
<br />5/8"
<br />0.5 x 3
<br />3/4"
<br />0.625 x 3
<br />7/8"
<br />0.875 x 3.5
<br />1"
<br />0.875x3.5
<br />1 1 /8"
<br />1 x 4
<br />1 1 /4"
<br />1 x 4
<br />1 3/8"
<br />1.25 x 5
<br />1 1/2"
<br />1.25 x 5
<br />1 5/8"
<br />1.5 x 5.5
<br />1 3/4"
<br />1.5 x 5.5
<br />2"
<br />1.75 x 6.5
<br />2 1/4"
<br />2 x 7.5
<br />2 1/2"
<br />2.25 x 8
<br />2 3/4"
<br />2.25 x 8
<br />3"
<br />2.5 x 9
<br />* ALL DIMENSIONS ARE IN INCHES
<br />REF. DWG. NO REFERENCE DRAWING TITLE
<br />2. ROD THREADS SHALL BE UNC-2A. FABRICATOR SHALL PROVIDE HEX NUTS, AND HARDENED
<br />WASHERS WITH EACH ROD IN ADDITION TO ANY EMBEDDED NUT OR PLATES PER DESIGN
<br />DRAWINGS AND DETAILS.
<br />3. ALL ANCHOR ROD SLEEVES SHALL BE FULLY GROUTED.
<br />5. ANCHOR ROD ASSEMBLIES ARE TO BE GALVANIZED PER ASTM A153.
<br />6. F1554 GR. 55 THREADED ANCHOR RODS SHALL BE WELDABLE GR. 55 CONFORMING TO ASTM
<br />F1554 SPECIFICATIONS SUPPLEMENTARY REQUIREMENTS, S1.
<br />7. F1554 GR. 105 THREADED ANCHOR RODS SHALL NOT BE WELDED EXCEPT FOR TACKING THE
<br />BOTTOM NUT.
<br />TYPICAL ANCHOR ROD CALLOUT
<br />INDICATES ROD REQUIRES A OVERALL LENGTH "A"
<br />PLASTIC SLEEVE
<br />TOP THREAD & PROJ
<br />ROD TYPE LENGTH "B"
<br />QUANTITY-'�-(2) 3/4-AB-S-P-18-4 (D N )
<br />\L INDICATES DOUBLE
<br />ROD DIAMETER "D" NUT REQUIRED AT
<br />INDICATES PLATE REQUIRED TOP OF ROD
<br />AT BOTTOM OF ROD
<br />HILTI CALLOUT
<br />ADHESIVE TYPE
<br />OVERALL LENGTH "A"
<br />STEEL ELEMENT TYPE
<br />PROJ LENGTH "B"
<br />QUANTITY - 3/4-HV-HY-18-4 (DN)
<br />INDICATES DOUBLE
<br />ROD DIAMETER "D" NUT REQUIRED AT
<br />TOP OF ROD
<br />THIS ITEM HAS BEEN DIGITALLY SIGNED AND
<br />SEALED BY B. E. SCHNEIDER, PE ON 10/18/22.
<br />PRINTED COPIES OF THIS DOCUMENT ARE
<br />NOT CONSIDERED SIGNED AND SEALED AND
<br />THE SIGNATURE MUST BE VERIFIED ON
<br />ELECTRONIC COPIES.
<br />rNo.71242 ••
<br />•
<br />BTXTE OF
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<br />❑r�� o MERRIICK*
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<br />WHITING-TuRNER
<br />MERRICK PROJECT NO.: 3021600491
<br />CLIENT PROJECT NO.: SCALE:
<br />TITLE:
<br />BLUE TRITON ZEPHYRHILLS
<br />STRUCTURAL
<br />STANDARD ANCHOR RODS
<br />1 � 6004-SG-00-004
<br />1 OF 1
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