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SEE DETAIL 6. <br /> "E" SHT. 2 00 <br /> Y 6" <br /> C4 <br /> 6. <br /> Mr <br /> CL <br /> w <br /> w L <br /> U �u <br /> .1 SEE DETAIL In Ln <br /> U <br /> D" SHT. 2- <br /> Ld <br /> SEE DETAIL cr <br /> "C" SHT. 2 W��. <br /> 6" <br /> 6" <br /> is <br /> 8- La <br /> 3- <br /> SEE DETAIL <br /> k 3, 1-3 x R <br /> 0 <br /> 6- x <br /> 2 0 <br /> '-I- <br /> ILW <br /> Y <br /> ATTACHMENT DETAIL "I" SHT. w <br /> In <br /> 1 ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, 3-3-3-°6 <br /> (n U)V) <br /> SIGNED AND SEALED BY LUIS R. LOMAS, 0 <br /> PE <br /> z <br /> (FLORIDA #62514) WITH THE LOWEST (LEAST) 0 <br /> 61 z <br /> FASTENER RATING FROM THE DIFFERENT FASTENERS <br /> BEING CONSIDERED FOR USE. JAMB, HEAD, AND <br /> THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE o <br /> #10 WOOD SCREWS OR 3/16" TAPCONS. A PHYSICAL a m�-'M zcn <br /> o <br /> SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR a m 0 U) 2 <br /> LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2". HARDWARE SCHEDULE ul 0 w V) <br /> WOOD SCREW EDGE DISTANCE MIN 3/4". <br /> 0 Nnoz <br /> 1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND ova y <br /> 2. MULLIONS TO BE 2-1/2" X 4-3/8" STRUCTURAL GRADE <br /> SERIES 9130 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED <br /> m FJ PINE ON CONTINUOUS HEAD AND SILL UNITS. BACK TO AT 5-1/2" CENTERLINE. <br /> BACK JAMB UNITS JOINED WITH 1" X 1/2" LONG 2. 4" X 4" FULL MORTISE BUTT HINGES N.3 <br /> clj <br /> CORRUGATED FASTENERS LOCATED 3" FROM EACH END <br /> AND MAXIMUM 7" D.C. OR #10 X 2" FLAT HEAD WOOD <br /> SCREWS LOCATED 6" FROM EACH END AND MAXIMUM f <br /> 12" D.C. 1.25" <br /> 3. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM MIN 0-25" MIN SHIM <br /> 1----j-0.25" <br /> AX MAX <br /> ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT SHIM SHIM 7/11/05 <br /> OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE CL CL SCAM- N.T.S. <br /> MINIMUM EMBEDMENT OF 1-1/4". <br /> MG.By. sws <br /> 4. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO <br /> CHIC BY: <br /> TRANSFER LOADS TO STRUCTURE. DPAWNS NO.: <br /> 5. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. TYPICAL WOOD BUCK TYPICAL MASONRY DWG-MA-FW128-05 <br /> ANCHOR INSTALLATION ANCHOR INSTALLATION SHEET <br />