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A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH <br />(9) 10d x 1 1/" NAILS TO TRUSS <br />B-(2) SIMPSON HETAi6 TRUSS ANCHOR WITH <br />(12)16d x 1 }" NAILS TO TRUSS <br />DBL STRAP, 1 EACH SIDE WRAPS UP AND <br />OVER TRUSS (NOT SHOWN) <br />C-(t) SIMPSON LGT2 GIRDER TIEDOWN WITH <br />(16) 10d x 3 }" NAILS TO GIRDER AND <br />(2) SIMPSON HETA16 TRUSS ANCHORS <br />WITH (12)16d x 3 }" NAILS TO GIRDER <br />lx2, 2x WOOD FASCIA <br />SEE ARCHITECTURAL <br />2x SECURED W/ (3)16d <br />GALV. COMMON NAILS. <br />IX2 SECURED W/ 10d <br />GALV. COMMON NAILS <br />12" OIC <br />MASONRY BOND BEAM <br />SEE SCHEDULE <br />PLYWOOD SHEATHING, SEE <br />"ROOF/WALUFLOOR <br />SHEATHING <br />FASTENER SCHEDULE" <br />NOTE: A PT SYP #2 2" x 4", <br />6", 8" x W-U' MAY BE ADDED <br />W/ 10d NAILS, 2 ROWS, 3" <br />O/C TO FACILITATE ONE <br />ADDITIONAL PLY MAX. TO <br />ACCOMMODATE TRUSS <br />ANCHOR REQUIREMENTS. <br />TRUSSES 0 24" O/C, <br />SUBMIT SHOP DRAWINGS <br />FOR REVIEW <br />AND APPROVAL <br />A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LBS (i PLY) <br />B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) <br />C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) <br />6 1A ( TYPICAL TRUSS/ <br />1" "' GIRDER CONNECTOR(S) <br />8 <br />THCI084HICK OCK <br />F83 <br />45 00 <br />3/4" WOOD PANELS <br />6000 <br />(2)1/2" WOOD PANELS <br />60 <br />(2)12' WOOD PANELS <br />90 <br />2x LUMBER <br />3/4" T 8 G SUBFLOOR GLUED AND <br />SCREWED AS PER SCHEDULE <br />PRE-ENG (JOIST <br />5/6" GYPSUM BOARD OR 12" HIGH <br />STRENGTH CLG. BOARD <br />SECURE (JOIST TO TOP PLATE <br />w/ (2)12d TOENAILS <br />DOUBLE TOP PLATE <br />2X4 OR 2X6 WOOD BEARING <br />WALL W/ SYP No 2 STUDS SEE <br />PLANS FOR SPACING. SINGLE <br />BTM. PLATE TO BE PT. <br />PROVIDE DBL. TOP PLATE <br />PROVIDE BLOCKING <br />12"GYP. WL, BD. <br />I -JOIST CONNECTION @ L.B.W. <br />�* SCALE:3/4"=l'-0' (NO UPLIFT) <br />DEPTH 1/4'0 <br />—HOLE EDGE >W8" <br />—HOLE DIAMETER <br />< 2/5"D SGL. STUD <br />OUTER 113 OF <br />SPAN ONLY <br />BTM. - <br />PLATE <br />STUD NOTCHING <br />AND BORING LIMITS <br />8 SCALE: 1 1/2"=1'-0" <br />EDGE >&8" <br />HOLE DIAMETER <br />< 315'13 DBL, STUD <br />ENGINEERED WOOD TRI; <br />0 24" O/C, SUBMIT SHOP <br />DRAWINGS FOR REVIEW <br />AND APPROVAL <br />(1) SIMPSON HETAI6 <br />TRUSS ANCHOR WITH <br />(9)10d x 1 J" NAILS TO <br />GIRDER. PROVIDE 5" <br />MINIMUM CONCRETE <br />EMBEDMENT. USED IN <br />CONJUNCTION WITH <br />HEAVY UPLIFT <br />CONNECTOR <br />PLYWOOD SHEATHING, SEE <br />"ROOF/WALUFLOOR <br />SHEATHING <br />FASTENER SCHEDULE" <br />NOTE: A PT SYP #2 2" x 4", <br />6", 8" x 4'-0" MAY BE ADDED <br />W/ 10d NAILS, 2 ROWS, 3" <br />O/C TO FACILITATE ONE <br />ADDITIONAL PLY MAX. TO <br />ACCOMMODATE GIRDER <br />TIEDOWN REQUIREMENTS. <br />'V—A{l) SIMPSON LGT3SDS2.5 GIRDER TIEDOWN <br />WITH (4) t x 5"TITEN HD TO CMU AND (12) SDS <br />}" x 2 J" TO GIRDER <br />B-(t) SIMPSON FGTR GIRDER TIEDOWN WITH <br />1x2, 2x WOOD FASCIA <br />(2) � x 5" TITEN HO TO CMU AND (18) BIDS }" x <br />SEE ARCHITECTURAL <br />3" TO GIRDER <br />C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH <br />2x SECURED W/ (3)16d <br />GALV. COMMON NAILS. <br />(2) j" x 5-TITEN HD TO CMU AND (18) BIDS }" x 3" <br />1x2 SECURED W/ 10d MASONRY BOND <br />SCREWS TO GIRDER (EACH TIEDOWN) <br />GALV. COMMON NAILS BEAM <br />ENSURE THAT CELLS ARE GROUTED <br />17, O/C SEE SCHEDULE <br />SOLID, 8" EACH WAY OF BOLTS <br />A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) <br />B ALLOWABLE UPLIFT = 4726 LBS (2 PLY MIN.) <br />C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) <br />2A 2B 2C TYPICAL ROOF <br />GIRDER CONNECTOR(S) <br />> <br />BAP4amm <br />TIYOOEBs <br />4500 <br />8000 <br />LS60 <br />LS90 <br />m <br />LSTA12 20 GAUGE <br />W/ tOdx12 HOG COMMON NAILS. <br />(� EACH END TOTAL OF 10 <br />LVUIJOIST WITH <br />BACKER BLOCK <br />HTT4 W/ 5/8' A.B. WITH <br />MIN. 7" EMBEDMENT <br />TO SLAB 8 (18)16d x <br />2-112" NAILS TO POST., <br />POST TO SIT DIRECTLY <br />ON SLAB <br />LVUWOOD POST CONNECTIONS <br />5 SCALE: 3/4"=V-9' <br />A - SIMPSON HUS28 G < 1200 LBS, U < 4280 LBS WI (1) 3/4"" SIMPSON TITEN BOLT/J-BOLT, 5" MIN. <br />EMBED (22)16d GALV. COMMON NAILS AND (8) 16d GALV, COMMON NAILS. <br />B - SIMPSON HUS28 G < 2400 LBS, U < 1425 LBS W/ (2) 3/4- SIMPSON TITEN BOLT/J-BOLT, 5" MIN. <br />EMBED (22)16d GALV. COMMON NAILS AND (10)16d GALV. COMMON NAILS. <br />C - SIMPSON HGUS28-2 G < 2400 LBS, U < 1810 LBS W/ (2) 314'" SIMPSON TITEN BOLT/J-BOLT, 5" <br />MIN. EMBED (36) 16d GALV. COMMON NAILS AND (12)16d GALV. COMMON NAILS. <br />D - SIMPSON HGUS28-2 G < 4S00 LBS, U < 1810 LBS W/ (4) 3/4'" SIMPSON TITEN BOLT/J-BOLT, 5" <br />MIN. EMBED (36)16d GALV. COMMON NAILS AND (12) 16d GALV. COMMON NAILS. <br />E - SIMPSON HGUS28-3 G < 4SD0 LBS, U < 1810 LBS W/ (4) 3/4- SIMPSON TITEN BOLT/J-BOLT, 5" <br />MIN. EMBED (36) l6d GALV. COMMON NAILS AND (12)16d GALV. COMMON NAILS. <br />WOOD LEDGER <br />9 ATTACHMENT DETAIL <br />SCALE: 3/4"=1'-0" <br /># 1100 UPLIFT SIMPSON - <br />HTSM20 W/1010d TO <br />TRUSS AND (4)114"x2 1/4" <br />TITEN 2 ANCHORS TO <br />CONT POURED LINTEL <br /># 1900 UPLIFT (2) SIMPSON <br />HTSM20 INSTALLED ON <br />OPPOSITE FACES OF <br />BLOCK WALL W/1010d TO <br />TRUSS AND (4) 1/4" x 2 114" <br />TITEN 2 ANCHORS TO <br />CONT POURED LINTEL <br />PRE-ENG TRUSS <br />CONTINUOUS BOND BEAM <br />TITEN 2 ANCHORS MIN. <br />2" COVER 8 2" APART <br />REPAIR OF MULTIPLE <br />MISPLACED EMBEDDED TRUSS ANCHOR <br />3 SCALE: 3/4"=1'-0" <br />5'-0" MAX (W/1X4) <br />�R 10'-0" MAX (W/2X4� <br />1x4 DIAGONAL <br />BTM.CHORD <br />BRACING, SEE <br />PLAN FOR LOCATION <br />MAY NOT BE <br />REQUIRED <br />BTM. CHORD OF <br />WOOD ROOF TRUSSES <br />1X4 BTM. CHORD BRACING 6'-0" O/C —/ �� END WALL OR OTHER <br />MAX., OR 2X4 BTM. CHORD BRACING END TYPE CONDITION, IF <br />10'-0" O/C MAXSECURED W/ (2)10d DEPICTED SEE PLAN <br />COMMON NAILS AT EACH CHORD �+ �L <br />INTERSECTION TYP. BTM" CHORD BRACING <br />6 SCALE: 3/4"=1'-0" <br />5'EDGE <br />CENTRAL <br />SPACING <br />SPACING <br />SEE <br />SEE <br />CHEDUL , <br />SCHEDULE EE MI GPLAN <br />SEE SCHEDULE FOR BOLT SIZE <br />SEE LEDGER SCHEDULE Cw7 <br />61/2" MIN. EMBED. (TYP) <br />1. ENSURE THAT EXP. BOLTSIJ-BOLTS ARE <br />ILL El <br />PLACED INTO GROUTED CELLS, 8" ALL AROUND <br />BOLT. <br />Z <br />2. END OF FRONT AND REAR LEDGER SHOULD <br />m <br />LAP A MIN OF 4'-0". <br />3. ALL BOLTS TO HAVE WASHERS <br />Z <br />4. EXP. BOLTSIJ-BOLTS SHOULD NOT BE ANY <br />00 <br />CLOSER THAN 6" O/C. <br />5. IN LIEU OF HILTI PAF'S SIMPSON TITEN 1/4" <br />(2) _ PT <br />DIA. x 3" MASONRY SCREWS MAY BE USED, <br />LEDGER SCHEDULE <br />MARK <br />SIZE <br />BOLTSIZE <br />BEDGEBPACING <br />CEIMIAL PAC81G <br />A <br />DOUBLE 2x8 <br />12" <br />8" O/C <br />16" O/C <br />B <br />DOUBLE 2x8 <br />3/4" <br />8" OIC <br />24" O/C <br />C <br />DOUBLE 2x10 <br />12" <br />8" OIC <br />16" O/C <br />DOUBLE 2x10 <br />3/4" <br />8"O/C24"OIC <br />r <br />DOUBLE 2x10 <br />3l4" <br />6"O/C <br />DOUBLE 2x12 <br />3!4" <br />6" O/C <br />12' O/C <br />S <br />WOOD LEDGER DETAIL <br />SCALE: 3/4"=T-O' <br />(2) 2X4 No.2 SYP DIAG. <br />2x4 BLOCKING BETWEEN <br />BRACE W/ (3)12d @ EA.ft—(2)10d <br />TRUSSES WHERE <br />TRUSS(DIAG. BRACE TOX-BRACING <br />IS PRESENT AT <br />COVER 5 TRUSSES)4'-0" <br />O.C. (AT SHEATHING <br />V-0" TO 30'-0" (1) "X" BRACESEAMS) <br />30'-l" TO 60'-0 (3)'X' BRACESECURE <br />2x8 PT. PLATE <br />(1) "X" BRACE @ CENTERTO <br />BLK W/ 1/2" DIA. <br />(2) "X" BRACE DIVIDED EQUALLYANCHOR <br />BOLT W/ 2" <br />FROM CENTER TO END.WASHER <br />SET IN HIGH <br />2x WOOD FASCIA,STRENGTH <br />EPDXY 6" <br />SEE ARCHITECTURALMIN. <br />EMBED. AT 32" OC <br />MAX. <br />PRE-ENG GABLE TRUSSSECURE <br />GABLE TO 2x8 <br />P.T. PLATE W/ 12d's 8" <br />STIFFBACK (AS PERO.C. <br />MAX <br />TRUSS ENG)CONT. <br />2x4 SECURED W/ <br />'s ® EACH TRUSS <br />TO BE INSTALLED a <br />10'-0" O.C. MAX. <br />SEE SCHEDULE FOR <br />BOND BEAM REQ. <br />BLOCK WALL W/ GABLE END <br />' PRE-ENG'D TRUSS SCALE:3/4"=V-a' <br />THE USE OF ALTERNATE MATERIALS MAY BE <br />USED SO LONG AS THEY CONFORM TO THE <br />FOLLOWING <br />1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS <br />A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS <br />EQUIVALENT OR GREATER UPLIFT AND LATERAL (Fl AND F2) LOAD CAPACITIES <br />AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND <br />ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE <br />THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO <br />A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 <br />FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE <br />SUBJECT TO F1 AND F2 FORCES. <br />11 ALTERNATE MATERIALS <br />SCALE: 3/4"=V-0" <br />A N C N I T N C T <br />6 <br />Gro O Er. <br />441 N. RONALD REAGAN BL% <br />LONGWOOD, FL 32750 <br />PH: 407-7744078 <br />FAX: 407-774-4078 <br />www.abdaalglgoup.com <br />AA#:0003325 <br />DRAFTING BY: <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />5439 BEAUMONT CENTER BLVD. <br />SURE 1004 <br />TAMPA, FLORIDA 33634 <br />PH: 813-BB8.2628 <br />FAX: 813.8862802 <br />