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INSTALLATION NOTES: PREPARED BY: <br /> 1. ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. Q <br /> 2. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S).MAXIMUM ALLOWABLE SEE TABLE 74"MAX.CIA.WIDTI 1 <br /> BUILDING DROPS,INC. <br /> SHIM STACK TO BE 1/41NCH.SHIM WHERE SPACE OF 1/261NCH OR GREATER OCCURS.SHIM(S)SHALL BE FOR QTY. <br /> CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. 19R E.DANIAREAENRLVD.sTE.aTa <br /> 1 1/2"TYP. DAPH:9E 13 E13100" <br /> 3"TYP. � 3"TYP. PH:19501399de)8 <br /> 3. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES,INCLUDING BUT NOT LIMITED TO LA%:195<PGi 4)38 <br /> wED:.,w+.e"ae"aemoi.mm <br /> STUCCO,FOAM,BRICK VENEER,AND SIDING. G2 — — — — G2 <br /> 4. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL % y <br /> OR HAVE A CORROSION RESISTANT COATING,AND SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR o a, <br /> In m o <br /> MANUFACTURER'S INSTALLATION INSTRUCTIONS. is ,D <br /> j F- . '4 <br /> °� <br /> S. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR F U- O m <br /> JOINTS.EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE = C ti Z <br /> SHELL OF BLOCK. <br /> x m m 2¢ <br /> 6. FOR 2X STUD CONSTRUCTION,ANCHORING OF THESE PRODUCTS SHALL BE THE SAME AS FOR 2X BUCK s p Q m g <br /> CONCRETE/MASONRY CONSTRUCTION. z _ ® _ <br /> Z LL - V l,Cj O Z) <br /> 7. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE v3i—< < ¢ 0 2 O FOLLOWING PROPERTIES: j 3 0 D: z: <br /> A.WOOD-MINIMUM SPECIFIC GRAVITY OF 0.55. O Z vi I I in D <br /> B.CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. yyo° <br /> C.GROUT-FILLED CMU-UN IT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH z Lam' <br /> OF 2000 PSI AND GROUT CONFORMS TO ASTM C 476,MINIMUM GROUT COMPRESSIVE STRENGTH OF 2000 O <br /> Ci �c <br /> PSI. V a <br /> D.HOLLOW BLOCK CMU-UNIT STRENGTH CONFORMS TO ASTM C•90 WITH MINIMUM COMPRESSIVE STRENGTH - Z ai <br /> OF 2000 PSI. IN IVE ACT E Q ti <br /> 8. SEE SHEETS 7 AND 8 FOR MORE DETAILS OF THE INSTALLATION REQUIREMENTS,INCLUDING ANCHOR � <br /> LOCATIONS,EDGE DISTANCES,EMBEDMENTS,AND SHIM SPACING. ~ <br /> 3"TYP. A2 <br /> 3. [BYjDATE <br /> 9. OPTIONALLY,ANCHORS CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM D2 P D2 REMARKS dd MP Lock&Radius L /19/1EMBEDMENTAND EDGE DISTANCE ARE ACHIEVED. (TYP.ANCHOR LAYOUT Add GU Hardware /24/1 <br /> ANCHORTABLE 2 W4'0RS4'WORNEIGHT <br /> 6'8"DOORS 8'0"DOORS Hi o U R GDRo we <br /> AN05lNLLNOT BF R[VRODUUD N WHOIEOR PART <br /> WIDbYF WRITi[N CDHf[NTOi RURDDd DRORS,IHC <br /> ANCHOR MIN. MIN.EDGE #OF #OF TERAm"x AoaTlo"s,HwHFw"nNc.oR orHTR <br /> ANCHOR TYPE SUBSTRATE MAX.O.C. MAX.D. MMONGSTDTHG W[UNENTARE NOTVERLRiRfDAND <br /> SIZE EMBEDMENT DISTANCE SPACING AT ANCHORSAT SPACING AT <br /> ANCHORSAT I11TF OUR CE—KAITON <br /> HEAD/SILL HEAD/SILL <br /> JAMBS CLUSTERS JAMBS CLUSTERS ``,�$F 11 J07j''i' <br /> 2X WOOD BUCK <br /> WOOD SCREW #10 OR FRAMING 1-1/2" 3/4° 17-1/2" 4 17-1/4° 4 `��Q' '•' <br /> ITW TAPCON 3/16" CONCRETE/CMU 1-1/4" 2-1/2' 17-1/2" 4 17-1/4" 4 7•O <br /> 7 <br /> r <br /> * : <br /> ELCO ULTRACON 1/4" CONCRETE/CMU ,..* <br /> 1-3/8"-LONG. -O T T ; Q: <br /> 1' 17-1/2" 4 17-1/4" 4 <br /> 1-1/4"-CMU fU <br /> NOTE: •'•. / P.�• �/ <br /> ITW TAPCON 3/16" CONCRETE/CMU 1-1/4" 1 11-5/8" B 14-3/B" 6 INACTIVE AND ACTIVE DOOR PANEL <br /> " Q. <br /> pGJyGgfR3• <br /> ORIENTATION IS INTERCHANGEABLE. / �I�iooa ���` <br /> 2-#12X3"PFH B2 LDGEfFA.'I4yy �i4Aa�vs]a <br /> SCREW C2 <br /> 1-STRIKE PLATE E2 <br /> 2-#8X 3"PFH F2 <br /> NOTE: SCREW 1-STRIKE PLATE 1-TOP ASTRAGAL 1-STRIKE PLATE <br /> INSERT PLUG STRIKE PLATE <br /> INTO BED OF SILICONE 2-#B%3°PFH DATE: 02.05.14 <br /> 4 0^0. DETAIL F2 SCREWS DWG. Y: CHK. Y: <br /> DETAIL C2 P 71-A.SMGAL <br /> TYP.ASTRAGAL/ DETAIL I2 GL/TJM SS�MSS <br /> TYP.ASTRAGAL MULTI-POINT DETAIL H2 TYP.TOP ASTRAGAL/ <br /> INSERT PLUG WITH •��• STRIKE LOCATION TYP.TOP ASTRAGAL MULTI•POINT STRIKE SCALE: NTS <br /> DETAIL B2 1-BOTTOM SHOOT 2-#9 X 21/2-PFH MULTI-POINT ONLY STRIKE PLATE H2 LOCATIONASTRAGAL ONLY INSERT PLUG BOLT INSERT PLWPFH SCREWS STRIKE LOCATION LOCATION 12DWG.#:A010864A <br /> W/STD.REINFORCEMENT PLATE (INSTALL IN SILICONE BED INSWING ONLY) DETAIL E2 ONLY 4-99 X 21/2'PFH 2-49 X 21/2'PFH <br /> UNDER REINFORCEMENT PLATE) ASTRAGAL ONLY STRIKE STRIKE PLATE PFH SCREWS SCREWS SHEET: OF9 <br /> PLATE FROM ^ <br /> INSWING SILL SECTION VIEW HARDWARE KIT �D OUTSWING SILL SECTION VIEW HEAD SECTION VIEW L <br /> VSFE DETA teR 0R a AD Z SEE DETA L EIORLRAB Z IN NGSHOWNDOTSWIRWAMIIAR <br />