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SEE DETAIL <br /> "E" SHT. 2 3- <br /> 3- <br /> 6. <br /> U) <br /> cc <br /> ul < <br /> T 6. 6. 6' is <br /> ri <br /> I <br /> w 0 w L ju Lc):lc <br /> 1-1 SEE DETAIL !�-0- SHT. of <br /> 10 <br /> < <br /> SEE DETAIL <br /> 0-F <br /> "C" SHT, 2 <br /> 0 0 <br /> G M <br /> 6" <br /> m <br /> 6. <br /> T- 3" d43 <br /> 3'6W— —'6 <br /> SEE DETAIL 6" 6 al w <br /> - <br /> "I'" SHT. 2 <br /> ATTACHMENT DETAIL <br /> 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, En <br /> SIGNED AND SEALED BY LUIS R. LOMAS, PE z <br /> (FLORIDA #62514) WITH THE LOWEST (LEAST) 0 cra <br /> Wolm z <br /> FASTENER RATING FROM THE DIFFERENT FASTENERS No RweW B% En w <br /> BEING CONSIDERED FOR USE. JAMB, HEAD, AND TEE <br /> THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE �Agx U] <br /> #10 WOOD SCREWS OR 3/16" TAPCONS. A PHYSICAL on-M 0 Z <br /> Z) En 0 <br /> SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR two 0 <br /> LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2". HARDWARE SCHEDULE o z 21 <br /> WOOD SCREW EDGE DISTANCE MIN 3/4". 1. KWIK ET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND o a=F 0- <br /> 2. MULLIONS TO BE 2-1/2" X 4-3/8" STRUCTURAL GRADE <br /> SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED 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 <br /> CORRUGATED FASTENERS LOCATED 3" FROM EACH END <br /> AND MAXIMUM 7" O.C. OR #10 X 2" FLAT HEAD WOOD f <br /> SCREWS LOCATED 6" FROM EACH END AND MAXIMUM I. <br /> 0' -'. ".' C' - <br /> —0.25 O25 <br /> 12" O.C. ljo. MAX 1.25 <br /> 3. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM MIN " MIN= MAX <br /> ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT SHIM SHIM DATE 7111105 <br /> OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE CL CL SCALP N.T.S. <br /> MINIMUM EMBEDMENT OF 1-1/4". M.BY. sws <br /> 4. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO CHK.M. <br /> TRANSFER LOADS TO STRUCTURE. TYPICAL WOOD BUCK 'TYPICAL MASONRY DRWNG NO.: <br /> 5. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. ANCHOR INSTALLATION ANCHOR INSTALLATION <br /> SHEET 3 OF <br />