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A41) SIMPSON HETA16 TRUSS ANCHOR WITH <br />(9) 10d x 1 }' NAILS TO TRUSS <br />B42) SIMPSON HETA16 TRUSS ANCHOR WITH <br />(12) led x 1 }'NAILS TO TRUSS <br />DBL STRAP, 1 EACH SIDE WRAPS UP AND <br />OVER TRUSS (NOT SHOWN) <br />C41) SIMPSON LGT2 GIRDER TIEDOWN WITH <br />(16) 10d x 3 }" NAILS TO GIRDER AND <br />(2) SIMPSON HETA16 TRUSS ANCHORS <br />WITH (12) led x 3 k' NAILS TO GIRDER <br />lx2, 2x WOOD FASCIA <br />SEE ARCHITECTURAL <br />2x SECURED W/ (3) led <br />GALV. COMMON NAILS. <br />1x2 SECURED W/ lDd <br />GALV. COMMON NAILS <br />12" O/C <br />MASONRY BOND BEAM <br />SEE SCHEDULE <br />PLYWOOD SHEATHING, SEE <br />"ROOF/WALL/FLOOR <br />SHEATHING <br />FASTENER SCHEDULE" <br />NOTE: APT SYP#2 Z'x4", <br />6", 8" x 4'-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 />ENGINEERED WOOD <br />TRUSSES @ 24" O/C, <br />SUBMIT SHOP DRAWINGS <br />FOR REVIEW <br />AND APPROVAL <br />A ALLOWABLE UPLIFT = U: 1810 LBS, LT70 LBS (1 PLY) <br />B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) <br />C ALLOWABLE UPLIFT = LP2705 LBS (2 PLY) <br />1A 1 B 1 C TYPICAL TRUSS/ <br />GIRDER CONNECTOR(S) Q"` _'-a <br />BERG <br />BAOMMOM <br />THCXN'a8B <br />4500 <br />3/4"WOOD PANELS <br />6000 <br />(2) 12" WOOD PANELS <br />60 <br />(2) 10 WOOD PANELS <br />90 <br />2z LUMBER <br />3/4" T & G SUBFLOOR GLUED AND <br />SCREWED AS PER SCHEDULE <br />PRE-ENG IJOIST <br />5M" GYPSUM BOARD OR 1/2' HIGH <br />STRENGTH CLG. BOARD <br />SECURE IJOIST 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 />1/Y' GYP. WL BO. <br />I -JOIST CONNECTION @ L.B.W. <br />(NO UPLIFT) <br />NOTCH DEPTH 1/4•D <br />O <br />q <br />GE >SAl" <br />METER <br />L. STUD <br />OUTER 1/3OF <br />SPAN ONLY <br />HOLE EDGE >SW <br />BTM.HOLE DIAMETER <br />PLATE<.-D D.L. STUD <br />STUD NOTCHING <br />AND BORING LIMITS <br />ENGINEERED WOOD TRU <br />0 24" O/C, SUBMIT SHOP <br />DRAWINGS FOR REVIEW <br />AND APPROVAL <br />(1) SIMPSON HETA16 <br />TRUSS ANCHOR WITH <br />(9)10d x 1 J" NAILS TO <br />GIRDER. PROVIDE S' <br />MINIMUM CONCRETE <br />EMBEDMENT. USED IN <br />CONJUNCTION WITH <br />HEAVY UPLIFT <br />CONNECTOR <br />PLYWOOD SHEATHING, SEE <br />"ROOF/WALL/FLOOR <br />SHEATHING <br />FASTENER SCHEDULE" <br />NOTE: APT SYP #22"x4', <br />6', 8" x 4'-a' MAY BE ADDED <br />WI 10d NAILS, 2 ROWS, 3" <br />O/C TO FACILITATE ONE <br />ADDITIONAL PLY MAX. TO <br />ACCOMMODATE GIRDER <br />TIEDOWN REQUIREMENTS. <br />—A-(l) SIMPSON LGT3SDS2.5 GIRDER TIEDOWN <br />WITH (4)?' x 5' TITEN HD TO CMU AND (12) SOS <br />�' x 2 ]" TO GIRDER <br />B{l) SIMPSON FGTR GIRDER TIEDOWN WITH <br />lx2, 2x WOOD FASCIA <br />(2) j' x 5" TITEN HO TO CMU AND (18) SOS }" x <br />SEE ARCHITECTURAL <br />3" TO GIRDER <br />C42) SIMPSON FGTR GIRDER TIEDOWNS WITH <br />2x SECURED W/ (3)16d <br />GALV. COMMON NAILS. <br />12)}" x 5'7ITEN HD TO CMU AND (18) SDS }'x 3" <br />14 SECURED W/ 10d MASONRY BOND <br />SCREWS TO GIRDER (EACH TIEDOWN) <br />GALV. COMMON NAILS BEAM <br />ENSURE THAT CELLS ARE GROUTED <br />12' O/C SEE SCHEDULE <br />SOLID, 6' EACH WAY OF BOLTS <br />A ALLOWABLE UPLIFT = 3286 LBS (2 OR 3 PLY) <br />B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) <br />C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) <br />- 26 2C TYPICAL ROOF <br />GIRDER CONNECTOR(S) Q ='-a' <br />71BCI M <br />4500 <br />9/4" WOOD PANELS <br />8000 <br />(2)1/2" WOOD PANELS <br />SO <br />(2) 12" WOOD PANELS <br />90 <br />2x LUMBER <br />LSTA12 20 GAUGE <br />W/10tlx1/2 HOG COMMON NAILS. <br />® EACH END TOTAL OF 10 <br />LVL/I-JOIST WITH <br />BACKER BLOCK <br />HTT4 W/ 5/8" A.B. WITH <br />MIN. 7" EMBEDMENT <br />TO SLAB 8 (18) tw x <br />2-1/2" NAILS TO POST., <br />POST TO SIT DIRECTLY <br />ON SLAB <br />.d 4 <br />e <br />LVLMOOD POST CONNECTIONS <br />5 SCALE: 3/4"=l'-0" <br />A- SIMPSON HUS28 G < 1200 LBS, U < 1280 LBS W/ (1) 314- SIMPSON TITEN BOLT/J-BOLT, 5' MIN. <br />EMBED (22) led GALV. COMMON NAILS AND (8) led 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) led GALV. COMMON NAILS. <br />C - SIMPSON HGUS28-2 G < 2400 USE, U < 1810 LBS W/ (2) 3/4" SIMPSON TITEN BOLT/J-BOLT, 5" <br />MIN. EMBED (36)16d GALV. COMMON NAILS AND (12) led GALV. COMMON NAILS. <br />D - SIMPSON HGUS28-2 G < 4800 LBS, U < 1810 LSS W/ (4) 3141" SIMPSON TITEN BOLT/J-BOLT, 5' <br />MIN. EMBED (36)16d GALV. COMMON NAILS AND (12) led GALV. COMMON NAILS. <br />E - SIMPSON HGUS28-3 G < 48M LBS, U < 1810 LBS W/ (4) 3/4"' SIMPSON TITEN BOLT/J-BOLT, 5' <br />MIN. EMBED (36) led GALV. COMMON NAILS AND (12) led 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)1/4" x 2 114' <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/10 10d TO <br />TRUSS AND (4)1/4" x 21/4" <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 & T APART <br />REPAIR OF MULTIPLE <br />MISPLACED EMBEDDED TRUSS ANCHOR <br />3 SCALE: 3/4"=1'-0' <br />8'-0" MAX (WNx4) <br />I. OR 10'-0" MAX (W/2X4)* <br />(2) 2X4 No.2 SYP DIAG. <br />Z(4 BLOCKING BETWEEN <br />BRACE W/ (3)12d ll EA <br />TRUSSES WHERE <br />TRUSS (DIAG. BRACE TO <br />X-BRACING IS PRESENT AT <br />COVER 5 TRUSSES) <br />W-al O.C. (AT SHEATHING <br />0'-0" TO 30'-0' (1) "X" BRACE <br />SEAMS) <br />3a-l" TO 60'-0 (3)'T' BRACE <br />SECURE 2x8 PT. PLATE <br />(1):W BRACE ® CENTER <br />TO BILK Wl 11P' DIA <br />(2) 'X" BRACE DIVIDED EQUALLY <br />ANCHOR BOLT W/ Z' <br />FROM CENTER TO END. <br />WASHER SET IN HIGH <br />2x WOOD FASCIA, <br />STRENGTH EPDXY 6" <br />SEE ARCHITECTURAL <br />MIN. EMBED. AT 3Z' OC <br />lx4 DIAGONAL <br />MAX. <br />BTM. CHORD <br />PRE-ENG GABLE TRUSS <br />SECURE GABLE TO 2x8 <br />BRACING, SEE <br />P.T. PLATE W/ 12d's 8" <br />PLAN FOR LOCATION <br />STIFFBACK (AS PER <br />O.C. MAX <br />MAY NOT BE <br />REQUIRED <br />TRUSS ENG) <br />CONT. 2x4 SECURED W/ <br />(2)10d's C EACH TRUSS <br />TO BE INSTALLED <br />BTM. CHORD OF <br />to-0" O.C. MAX. <br />WOOD ROOF TRUSSES <br />1x4 BTM. CHORD BRACING 6'-a' O/C —�—END WALL OR OTHER <br />MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF <br />ta-a' O/C MAXSECURED W/ (2)10d DEPICTED SEE PLAN <br />COMMON NAILS AT EACH CHORD <br />INTERSECTION TYP. %BTM. CHORD BRACING <br />V <br />SCALE: 3/4"=T-a' <br />6 EDGE <br />CENTRAL <br />SPACING <br />SPACING <br />SEE <br />SEE T <br />CHEDULF <br />SCHEDULE SEE FRAMING PLAN <br />SEE SCHEDULE FOR BOLT SIZE <br />SEE LEDGER SCHEDULE W <br />51/2' MIN. EMBED. (TYP) <br />1. ENSURE THAT EXP. BOLTS/J-BOLTS ARE <br />PLACED INTO GROUTED CELLS, 8" ALL AROUND <br />BOLT. <br />2 <br />2. END OF FRONT AND REAR LEDGER SHOULD <br />g <br />LAP A MIN OF 4'1W. <br />3. ALL BOLTS TO HAVE WASHERS <br />�D <br />4. EXP. BOLTSlJSOLTS SHOULD NOT BE ANY <br />g <br />CLOSER THAN 6" O/C. <br />5. IN LIEU OF HILT] PAPS 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 />BEXiEBPACM <br />081MALBP/IOING <br />A <br />DOUBLE 2x8 <br />1/2" <br />8" on <br />16" O/C <br />B <br />DOUBLE 218 <br />11, <br />W O/C <br />24" O/C <br />C <br />DOUBLE 2x10 <br />1/2, <br />8"" <br />16' 0/C <br />D <br />DOUBLE 2xl0 <br />3/4" <br />8" O/C <br />24" O/C <br />E <br />DOUBLE 2x10 <br />11, <br />6' O/C <br />16, O/C <br />F <br />DOUBLE 2x12 <br />314" <br />6' O/C <br />12' O/C <br />10 WOOD LEDGER DETAIL <br />SCALE: -"=T-" <br />SEE SCHEDULE FOR <br />BOND BEAM REQ. <br />BLOCK WALL W/ GABLE END <br />PRE-ENGD TRUSS SCALE:34"=1'-0 <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 (F1 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"=T-C' <br />A R C N IT R C TI <br />f <br />441 N. RONALD REAGAN BLVD, <br />LONGWOOD, FL 32750 <br />PH: 407-774.6078 <br />FAX: 407-774-4078 <br />www.abdosigngroup.com <br />AA #: 0003325 <br />DRAFTING BY: <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />5439 BEAUMONT CENTER BLVD. <br />SUITE 1004 <br />TAMPA, FLORIDA 33634 <br />PH: 813886-2628 <br />FAX: 813888-2802 of <br />