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SEE DETAIL 6" Q.: <br /> "E" SHT, 2 00 <br /> 3 6" —3 0 <br /> -(o <br /> IT 6" 6" �6- 6- <br /> cc �t 0 Lu <br /> CL. <br /> IQ,SEE DETAIL d F <br /> In <br /> Lo <br /> D" SHT. 2 m <br /> co <br /> < <br /> :3 <br /> SEE DETAIL C, <br /> "C" SHT. 2 �I-T <br /> B <br /> r <br /> I LI <br /> 3- 3. <br /> 3- <br /> :�—6" <br /> SEE DETAIL <br /> "r SHT. 2 cr <br /> ATTACHMENT DETAIL 7c- tLl, I <br /> (n cn <br /> 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, En V) <br /> SIGNED AND SEALED BY LUIS R. LOMAS, PE <br /> (FLORIDA #62514) WITH THE LOWEST (LEAST) <br /> FASTENER RATING FROM THE DIFFERENT FASTENERS uj <br /> _j <br /> BEING CONSIDERED FOR USE. JAMB, HEAD, AND wM <br /> THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE <br /> #10 WOOD SCREWS OR 3/16" TAPCONS. A PHYSICAL <br /> 0 0 z <br /> SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR :3(n V) o <br /> LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2". HARDWARE SCHEDULE ow0, <br /> WOOD SCREW EDGE DISTANCE MIN 3/4". <br /> 1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND <br /> 2. MULLIONS TO BE 2-1/2" X 4-3/8" STRUCTURAL GRADE SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED <br /> AT 5-1/2" CENTERLINE. c''o'o <br /> FJ PINE ON CONTINUOUS HEAD AND SILL UNITS. BACK TO — 00w <br /> BACK JAMB UNITS JOINED WITH 1" X 1/2" LONG 2. 4" X 4" FULL MORTISE BUTT HINGES <br /> CORRUGATED FASTENERS LOCATED 3" FROM EACH END <br /> AND MAXIMUM 7" O.C. OR #10 X 2" FLAT HEAD WOOD <br /> SCREWS LOCATED 6' FROM EACH END AND MAXIMUM <br /> 12" D.C. 1.25" <br /> 3. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES M —MAXMIN z <br /> —MAX <br /> COME FROM MIN MA 0.25" <br /> ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT SHIM JI SHIM one 7/11/05 <br /> OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE CL CL Scmz- N.T.S. <br /> MINIMUM EMBEDMENT OF 1-1/4". MG.BY. SINS <br /> 4. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO CHK.BY; <br /> TRANSFER LOADS TO STRUCTURE. oHnmHo <br /> 5. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. TYPICAL WOOD BUCK TYPICAL MASONRY DWr- No-0128-05 <br /> ANCHOR INSTALLATION ANCHOR INSTALLATION <br /> SHEEP_,3_oF_j_ <br />