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b. I HL UUIN I KAU I UK 6HALL bE 6ULELY KL6FjUN6IbLL 1-UH ALL <br />ME I r]ULJO VVILL Dr- rrrr-�UVr_U it orsi iormu s Urir r r_nrumv'Me'qk_,r_ <br />UNLESS NOTED OTHERWISE. <br />F -1546) <br />PT <br />PRESSURE TREATED <br />CONSTRUCTION PROCEDURES. <br />CAN BE ASSURED. <br />C. <br />HILTI KWIK BOLT TZ CARBON AND STAINLESS STEEL ANCHORS <br />QTY <br />QUANTITY <br />9. ALL SILL PLATES SHALL BE BOLTED TO THE FOUNDATION WITH �" <br />(ICC-ES ESR-1917) <br />REINF <br />REINFORCING <br />6. THE CONTRACTOR SHALL D� RESPONSIBLE FOR COORDINATING <br />7. POUR JOINTS CAN BE USED TO MINIMIZE EFFECTS OF SHRINKAGE <br />MINIMUM DIAMETER DOLTS SPACED AT A MAXIMUM OF 43'° ®N <br />D. <br />POWERS POWER�STU��S®2 ANCHOR (ICC�ES ESRm2502) <br />RF <br />ROOF <br />..THE WORK OF ALL TRADES AND SHALL CHECK ALL DIMENSIONS. ALL <br />AS WELL AS PLACED AT POINTS OF LOW STRESS. RECOMMENDED <br />CENTER. BOLTS MUST BE .EMBEDDED A MINIMUM OF 7" INTO <br />E. <br />SIMPSON STRONG -TIE STRONG -BOLT 2 ANCHOR (ICC-ES <br />SCI�ED <br />SCHEDULE <br />DISCREPANCIES SMALL BE CALLED TO THE ATTENTION OF THE <br />MAXIMUM AREA OF POUR JOINTS IS 400 SF. <br />CONCRETE OR MASONRY. SEE PLANS AND DETAILS FOR SPECIFIC <br />ESR-3037 ) <br />SF <br />SQUARE FOOT <br />ENGINEER AND BE RESOLVED PRIOR TO PROCEEDING WITH THE <br />REQUIREMENTS WHERE APPLICABLE. <br />ADHESIVE <br />ANCHORS IN CONCRETE SHALL BE ONE OF THE <br />SHTG <br />SHEATHING <br />WORK. <br />3. MINIMUM CONCRETE OF REINFORCING STEEL FOR <br />FOLLOWING: <br />SIM <br />SIMILAR <br />FORMED WORK SHALL BE AS FOLLOWS: <br />10. PROVIDE DOUBLE JOIST UNDER ALL PARALLEL PARTITION WALLS <br />A. <br />HILTI HIT -RE 500-SD ADHESIVE ANCHOR ICCmES ESR-2322 <br />( ) <br />SLV <br />SHORT LEG VERTICAL <br />7. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF <br />INTERIOR WALL: 3/4" <br />AND SOLID BLOCKING UNDER PERPENDICULAR PARTITION WALLS. <br />B. <br />HILT! HIT-i=IY 200 ADHESIVE ANCHOR ([CC -ES ESR-3137) <br />SPECS <br />SPECIFICATIONS <br />CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY <br />EXT. WALLS, EXPOSED TO WEATHER.. 1 � P„ <br />C. <br />POWERS PURE 110+ EPDXY ADHESIVE ANCHOR ICCmES <br />( <br />SS <br />_ <br />STAINLESS STEEL <br />INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, <br />EXPOSED TO EARTH OR WEAVER ( 5 OR SMALLER): 11/" <br />11. WHERE LEDGERS, SILL PLATES, POSTS, OR STUDS ARE IN <br />ESR-3293 ) <br />STD <br />STANDARD <br />*NOTE CN OCRETE CAST AGAINST G ROUND SHALL HAVE" MIN 3 <br />SIMILAR DETAILS ®l- CONSTRUCTION SMALL BF USED SUBJECT TO <br />DIRECT CONTACT WITH CONCRETE OR MASONRY, USE PRESERVE <br />D. SIMPSON STRONG -TIE SET-XP`EPDXY ADHESIVE ANCHOR <br />STRUCT <br />STRUCTURAL <br />REVIEW BY THE ENGINEER. <br />COVERAGE <br />TREATED LUMBER OR PROVIDE GRACE VYCOR PLUS BARRIER <br />(ICC-ES ESR-2503) <br />TSB <br />TOP & BOTTOM <br />BETWEEN WOOD MEMBERS AND CONCRETE OR MASONRY. <br />E. SIMPSON STRONG -TIE Al-XP EPDXY ADHESIVE ANCHOR (IAPMO <br />TG <br />TONGUE & GROOVE <br />3. ALL DETAILS DESIGNATED AS STANDARD OR TYPICAL SHALL9. <br />PIPES AND CONDUITS SHALL NOT BE EMBEDDED IN STRUCTURAL <br />UES EIS-263) <br />TOB <br />TOIL OF BEAM <br />OCCUR IN ADDITION TO ANY OTHER SPECIFIC DETAIL CALLED OUT. <br />CONCRETE EXCEPT WHERE SPECIFICALLY APPROVED. <br />12. ALL FASTENERS IN CONTACT WITH PRESERVE TREATED <br />SCREW ANCHORS IN CONCRETE SHALL BE ONE OF THE <br />TOF <br />TOP OF FOOTING <br />Issue Seto Permit <br />LUMBER. OR EXPOSED TO THE ELEMENTS SHALL BE ,HOT -DIPPED <br />FOLLOWING: <br />TOS <br />TOP OF STEEL <br />9. ALL INFORMATION SHOWN ON THE DRAWINGS RELATIVE TO <br />10. CONCRETE MIXES SHALL BE PROVIDED IN ACCORDANCE WITH <br />GALVANISED ®R STAINLESS STEEL... <br />A. .POWERS WEDGEmBOLT� SCREW ANCHOR ICC�ES ESR 2526 <br />( ) <br />TYP <br />TYPICAL <br />EXISTING CONDITIONS IS GIVEN AS THE BEST PRESENT <br />ACI 313 (WREN STRENGTH DATA FROM TRIAL BATCHES OR FIELD <br />B. HILTI KWIK HUS-EZ SCREW ANCHOR (ICC-ES ESR-3027) <br />ULT <br />ULTIMATE <br />25th, 2021 <br />Issue Dates January <br />� <br />KNOWLEDGE, BUT WITHOUT GUARANTEE OF ACCURACY. WHERE <br />EXPERIENCE ARE NOT AVAILABLE). ALL CONCRETE SMALL HAVE A <br />C. SIMPSON STRONG -TIE TITEN HD SCREW ANCHOR (ICCmES <br />U.N.O <br />UNLESS NOTED OTHERWISE <br />, <br />ACTUAL CONDITIONS CONFLICT WITH THE DRAWINGS, THEY SHALL <br />MINIMUM COMPRESSIVE STRENGTH (F'C) OF 2500 PSI, WITH A <br />ESR-2713) <br />VERT <br />VERTICAL <br />Drawn By. AKR <br />BE REPORTED TO THE ENGINEER SO THE PROPER REVISIONS MAY <br />MINIMUM CEMENT CONTENT OF 470 LBS/CUBIC YARD 5 SACKS PER <br />( <br />W/ <br />WITH <br />BE MADE. MODIFICATIONS TO CONSTRUCTION DETAILS SHALL NOT <br />CUBIC YARD).MIXES SHALL BE PROPORTIONED TO PRODUCE A <br />WF <br />WIDE FLANGE <br />Checked By: NKH <br />BE MADE WITHOUT PRIOR WRITTEN APPROVAL. BY THE ENGINEER. <br />SLUMP OF 5" OR LESS. NO MORE THAN A' 1" PLUS TOLERANCE SHALL <br />SPECIALI <br />W/® <br />WITHOUT <br />BE ALLOWED. <br />WT <br />WEIGHT <br />Sheet F <br />IN ACCORDANCE WITH IBA CHAPTER 17, THE FOLLOWING TYPE <br />F <br />WELDED WIRE FABRIC <br />GENERAL <br />OF WORK REQUIRE SPECIAL INSPECTION. SEE THE <br />SPECIFICATIONS AND DRAWINGS FOR ADDITIONAL <br />REQUIREMENTS FOR INSPECTION AND TESTING. SPECIAL <br />INSPECTION SHALL BE PAID FOR AND PROVIDED BY THE OWNER. <br />MATERIAL TASK <br />CONTINUOUS PERIODIC <br />RESPONSIBLE FIRM <br />INSPECTION OF <br />CONCRETE ANCHORS <br />X <br />SPECIAL INSPECTOR <br />CONSTRUCTION POST -INSTALLED IN <br />HARDENED CONCRETE <br />