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INSTALLATION NOTES: PREPARED BY: 1. ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. 1®� SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S).MAXIMUM ALLOWABLE SHIM BUILDING DROPS,INC. STACK TO BE 1/41NCH.SHIM WHERE SPACE OF 1/161NCH OR GREATER OCCURS.SHIM(5)SHALL BE CONSTRUCTED 398 E.DANIABFACHBLVD..STE.3M OF NON-COMPRESSIBLE COMPOSITE OR BETTER. DANIA BEACH,FL 33W4 PH:(954)399 8478 2. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES,INCLUDING BUT NOT LIM ITED TO STUCCO, WEB:PAR:195H.4738 WAW.bud&m dm . FOAM,BRICK VENEER,AND SIDING. 3. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING,AND SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR N > N MANUFACTURER'S INSTALLATION INSTRUCTIONS. 371/2"MAX. Lu O.A.WIDTH u_ F c m o 4. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS. 3"TYP. 3"Typ. 0 O p D EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK. C2 C2 Cl p xlan� S. FOR 2X STUD CONSTRUCTION,ANCHORING OFTHESE PRODUCTS SHALL BE THE SAME AS FOR 2X BUCK - - a Z 5 a s x CONCRETE/MASONRY CONSTRUCTION. p a m Y 6 LL IrIN- 6. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: O 2 O A.WOOD-MINIMUM SPECIFIC GRAVITY OF 0.55. Ea } Z: B.CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI.C.GROUT-FILLED GROUT-FILLED CMU-UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH OF ec to w w w WD 2000 PSI AND GROUTCONFORMS TO ASTM C 476,MINIMUM GROUT COMPRESSIVE STRENGTH OF 2000 PSI. .-I = m m v1 K � 0 D.HOLLOW BLOCK CMU-UNITSTRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH m.m F WO }F•NL? OF 2000 PSI. m DC z U i�i z = g = C6 Z ax 8. SEE SHEETS 7 AND 8 FOR MORE DETAILS OF THE INSTALLATION REQUIREMENTS,INCLUDING ANCHOR LOCATIONS, 3 z z z Q Wi EDGE DISTANCES,EMBEDMENTS,AND SHIM SPACING. ?3 0 < O a 9. OPTIONALLY,ANCHORS CAN BE PLACED IN NARROW SECTION OF HEAD OR IAMB AS LONG AS MINIMUM O Z N N EMBEDMENTAND EDGE DISTANCE ARE ACHIEVED. REMARKS BY DATE Add Vent Lite Option GL S/S/14 i Add ADA&Multi-Pt GL /19/1 Add GU Hardware LS /23/16 ANCHORTABLE fi'8"DOORS 8'0"DOORS A2 A2 DNc—HOTBELPROPER o BwDINGORPART ND SIULL NOT BF REPRODUCED IN WHOLE OR PART WROTEN CONSEMOP BUILDING DROP.W 1 TYP.ANCHOR LAYOUT ALTFRAT...AOD XNS,NIGNWHDNG.OROD FR RRINGS TO TI45 DON MENTARENOT PERNBrtEDAND ANCHOR MIN. MIN. 6'A'6 B'-0'DOO-M. LID—OUREERD1-01. ANCHOR TYPE SUBSTRATE MAX.O.C. MAX.O.C. Z INVA SIZE EMBEDMENT DISTANCE SPACING AT SPACING AT ♦♦�111 L L L 17tI/// JAMBS JAMBS ♦♦♦\♦�SS F. NOTE: I NO ANCHORS REQUIRED ATTHE SILL FOR SINGLE DOORS(X)ONLY. `♦� �� //� 2X WOOD BUCK ; WOOD SCREW 430 OR FRAMING 1-1/2" 3/4" 17-1/2" 17.1/4• = �••, - -J. 0 ITW TAPCON 3/16" CONCRETE/CMU 1.1/4• 2-1/2" 17-1/2" 17-1/4" 7IL- -D - Tf iT rY 1-3/8"-CONC. NOTE: �•r QfRI/V ELCO ULTRACON 1/4" CONCRETE/CMU 1-1/4--CMU 1" 17-1/2" 17-1/4" INACTIVE AND ACTIVE DOOR PANEL i 0, •.- ( P;•�yU ORIENTATION IS INTERCHANGEABLE. /i/F utx'PE a�° ('jam♦�� TTW TAPCON 3/16" CONCRETE/CMU 1-1/4• 1" 10" 14-3/8" ��Nyl A E�iao.� % fBPE[fR.Jgt��.pq B2 2-49 X 21/2"PFH SCREWS DETAIL D2 02.05.14 2-u9 X 21/2-PFH TYP.HOPPE/GU DATE: PFH SCREWS MULTI-POINTSHOOTE LOCATION_-__._ SSMB�Tim CH MSS • PLATCATION DETAIL 82 (RH PLATE SHOWN) TYP.HOPPE/GU D2 SCALE: NTS MULTI-POINT SHOOT BOLT BOLT. 0T DWG.#:AO10862B PLATE LOCATION SHEET: OF10 SILL SECTION VIEW n HEAD SECTION VIEW I� Z INSWING SHOWN OMWING SIMILAR z INSWING SNDWN OU}SWING SIMILAR 1 S DETaLBE SEED-2L