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PREPARED 8Y: <br /> INSTALLATION NOTES: /; <br /> 1. ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. ' j <br /> SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S).MAXIMUM ALLOWABLE SHIM BUILDING DROPS,INC. <br /> STACK TO BE 114 INCH.SHIM WHERE SPACE OF 1/16 INCH OR GREATER OCCURS.SHIM(S)SHALL BE CONSTRUCTED -, _ia Lc 0tACr%W-aiE33a <br /> --- ' --- -"'OF"A'NdN:tOMPRE551BCE COMPp51TFOR'BETTER:—""'- �—' wew aua6nnaa <br /> w(vSalivlaaia <br /> FAS(95aI]aaATM <br /> 2. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALLFINISHES,INCLUDING BUT N07 UNITED TO STUCCO, <br /> FOAM,$RICK VENEER,AND SIDING. <br /> 3. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR <br /> HAVE A CORROSION RESISTANT COATING,AND SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR >mNu, -- <br /> MANUFACTURER'S INSTALLATION INSTRUCTIONS. O.A Wta H• � ��'�^•,�,� <br /> 0 <br /> 4. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS. 3"TYP. 3"TYP, p O $ <br /> EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK DREDGE OFMORTAR101NT INTO-FACE SHELL OFBLOCK. C2 CZ _ --4c Q <br /> Irv.. <br /> S. FOR 2X STUD CONSTRUCTION,ANCHORING OF THESE PRODUCTS SHALL BE THE SAME AS FOR 2X BUCK d ti 4 Q a <br /> CONCRETE/MASONRY CONSTRUCTION. Z ^�g <br /> 6. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE Z =) <br /> FOLLOWING PROPERTIES: _ O <br /> cc <br /> A.WOOD-MINIMUM SPECIFIC GRAVITY OF0.55. <br /> B.CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. = Q. °o <br /> C.GROUT-FILLED CMU-UNIT STRENGTH CONFORMS TO ASTMC-90 WITH MINIMUM COMPRESSIVE STRENGTH OF uo ioI C9 cc <br /> 2000 PSI AND GROUT CONFORMS TO A57M t 476,MINIMUM GROLITCOMPRESSN£STRENGTH OF 2000 PSI. �.w z ¢ ¢ 0 " <br /> D.HOLLOW BLOCK CMU-UNIT STRENGTH CONFORMSTO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH q•+w r r p 2 M <br /> OF 20M PSL i;rn p O Z a <br /> Z O � 9 u a Ii <br /> S. SEE SHEETS 7 AND$FOR MORE DETAILS OF THE INSTALLATION REQUIREMENTS,INCLUDING ANCHOR LOCATIONS, w x 4 ¢ in <br /> EDGE DISTANCES,EMBEDMENTS,AND SHIM SPACING. fj M�3 O < p <br /> 9. OPTIONALLY,ANCHORS CAN BE PLACED IN NARROW SECTION OF HEAD OR IAMB AS LONG AS MINIMUM O ~ <br /> EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. j REMARKS BY DATE <br /> Add Vent Lite Option GL S/S/14 <br /> d Add ADA&Multi-Pt GL /19/1 <br /> Add GU Hardware LS /23/1 <br /> ANCHORTABLE — <br /> 6'8"DOORS 8'0"DOORS wmwiwm�rriu�rtaouWumricoa�ors.mc <br /> OR-LAYOUT- <br /> ANCHOR SUBSTRATE MIN. MIN.EDGE z crsra-aooaRuart' `"""'x"i3 a T6" <br /> ANCHOR TYPE MAX.O.C. MAX.O.0 <br /> SIZE EMBEDMENT DISTANCE 1ltllllt <br /> SPJAMBS T SPACING AT <br /> JAMBS <br /> IAMBS NOTE: ��{l�:cJ'•• +.�� ��i <br /> NO ANCHORS REQUIRED AT THE SILL FOR SINGLE DOORS(X)ONLY. !{� r• .••p <br /> WOOD SCREW #10 20R FRAMING 1-1/2. 3/4" 17.1/2- 17.2/4' �.'l•• p <br /> 7 <br /> ITW TAPCON 3/16" CONCREWCMU 1-1/4' 2-1/2" 17-112" 17-1/4' �T - <br /> 1-3/8"-CONC NO <br /> TE INACTIVE <br /> ELCO ULTRACON 1/4" CONCRETE/CMU 1.1/4'-CMU 1' 17.1/2- 17.1/4' AND ACTIVE DOOR PANEL <br /> ORIENTATION IS INTERCHANGEABLE. <br /> ITW TAPCON 3/16" CONCRETE/CMU 1-1/4' r 101, 14.3/8' <br /> rwF a+�i`y�Y9y+fty4AJlssn <br /> 82 2-a9 X 21/Y PFH <br /> scREws <br /> DETAIL 02 DATE: 02.05.14 <br /> 2-♦9 X 2112'PFH TYP.HOPPE/GU <br /> PFH SSCREWS MULTI-POINT SHOOT BOLT DWG.$: tHK.BY: <br /> P1A7E CID ON SSM JM MSS <br /> DETAIL B2 (RH PLATE SHOWN) SCALE: NTS _ <br /> TYP.-HOPPE/GLr i eon roH saDDT — DWG.u:A010$62B <br /> MULTI-POINT SHOOT BOLT BUTPLATE <br /> PLATE LOCATION _ _ _SHEET• -,—OE-SO-- <br /> -— SILL SECTION VIEW Q HEAD SECTION VIEW <br /> RaN11RG116WINGSIgWNouRWIHG9MaM �J INSNnNGSMOWR WRYIItq 3lMWlt <br /> �S w.acrfnu tFcan+uoz <br />