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a Y I T C! .• <br />A41) SIMPSON HETA16 TRUSS ANCHOR WITH <br />(9) 10d x 1 }'NAILS TO TRUSS <br />B{2) SIMPSON HETA16 TRUSS ANCHOR WITH <br />(12) 160 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 />(1 6) <br />10d x 3 }" NAILS TO GIRDER AND <br />(2) SIMPSON HETA16 TRUSS ANCHORS <br />WITH (12)16d x 3 }'NAILS TO GIRDER <br />lxZ 2x WOOD FASCIA <br />SEE ARCHITECTURAL <br />2x SECURED W/ (3)1. <br />GALV. COMMON NAILS. <br />lx2 SECURED W/ 10d <br />GALV. COMMON NAILS / <br />12" O/C <br />MASONRY BOND BEAM <br />SEE SCHEDULE <br />PLYWOOD SHEATHING, SEE <br />"ROOFANALL/FLOOR <br />SHEATHING <br />FASTENER SCHEDULE" <br />NOTE: A PT SYP #2 7' x 4", <br />6", B" 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 TRUSS <br />ANCHOR REQUIREMENTS. <br />ENGINEERED WOOD <br />TRUSSES g 24" O/C, <br />SUBMIT SHOP DRAWINGS <br />FOR REVIEW <br />AND APPROVAL <br />A ALLOWABLE UPLIFT = U: 1810 LBS, L:770 LBS (1 PLY) <br />B ALLOWABLE UPLIFT = U:2365 USE, L1430 LBS (2 OR 3 PLY) <br />C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) <br />E1ATYPICAL TRUSS/ <br />Q��16 1C GIRDER CONNECTOR(S) SCALE J!4"=1'-0' <br />3/4" T & G SUBFLOOR GLUED AND <br />SCREWED AS PER SCHEDULE <br />PRE-ENG FLOOR TRUSS <br />5/8" GYPSUM BOARD OR 1/7' HIGH <br />STRENGTH Cl-G. BOARD <br />SECURE TRUSS TO TOP PLATE w/ (2) <br />16d 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 />1Y7GYP. WL BD. <br />,FLOOR TRUSS CONNECTION @ L.B.W. <br />► BDALE:3/4"=1'-0" (NO UPLIFT) <br />NOTCH <br />/ DEPTH 114`0 <br />/ <br />/ HOLE EDGE -1. <br />HOLE DIAMETER <br />� < 2/5•D SGL STUD <br />OUTER 1/3 OF <br />SPAN ONLY <br />BTM. — <br />PLATE <br />STUD NOTCHING <br />%1 AND BORING LIMITS <br />O SCALE: 1 1/2"=1'-d' <br />EDGE >5/8" <br />HOLE DIAMETER <br />< 3/5'D DBL. STUD <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 k' 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/WALL/FLOOR <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 />\.—A-(1) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN <br />WITH (4) J' x 5" TITEN HO TO CMU AND (12) BOB <br />}'x 2 �' TO GIRDER <br />B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH <br />(2) }'x 5" TITEN HO TO CMU AND (18) SOS a' x <br />lx2, 2x WOOD FASCIA <br />3" TO GIRDER <br />SEE ARCHITECTURAL <br />C42) SIMPSON FGTR GIRDER TIEDOWNS WITH <br />2x SECURED W/ (3) 16d <br />(2) }" x 5'TITEN HD TO CMU AND (18) SDS �' x 3" <br />GALV. COMMON NAILS. <br />lx2 SECURED W/ 1Dd 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, 8" EACH WAY OF BOLTS <br />A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) <br />B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) <br />C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN,) <br />2A 26 2C TYPICAL ROOF <br />GIRDER CONNECTOR(S) SCALE:34"=1'-0 <br />LSTA12 20 GAUGE <br />W/ 10dx1Y2 HDG NAILS <br />0 EACH END. TOTAL OF 10 <br />FLOOR <br />GIRDER <br />HTT4 W/ 5/8" A.B. WITH <br />MIN. T' EMBEDMENT <br />TO SLAB & 16tl x <br />• I 2-12" NAILS TO POST., <br />POST TO SIT DIRECTLY <br />ON SLAB <br />�, GIRDER/WOOD POST CONNECTIONS <br />J SCALE: 3/4"=1'-0' <br />NOTE: <br />A - WHEN TRUSS BEAR ON TOP OF LEDGER USE SIMPSON HTS20 FROM <br />A- SIMPSON HUS28 G < 1200 LBS, U < 1280 LBS W/ (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) 3/4— 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 < 4800 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 HGUS2- G < 4800 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 />WOOD LEDGER <br />ATTACHMENT DETAIL <br />V I L SCALE: 3/4"=1'-D" <br /># 1100 UPLIFT SIMPSON — <br />HTSM20 W/10 1Od TO <br />TRUSS AND (4) 1/4" x 2 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 & 7APART <br />REPAIR OF MULTIPLE <br />MISPLACED EMBEDDED TRUSS ANCHOR <br />3 SCALE: 3/4'=T-U' <br />6'-0" MAX (W/lX4) <br />FOR 10'-0" MAX (W/2X4) <br />c <br />i� <br />)IAGONAL <br />.CHORD <br />CING, SEE <br />V FOR LOCATION <br />NOT BE <br />UIRED <br />CHORD OF <br />,D ROOF TRUSSES <br />lx4 BTM. CHORD BRACING "'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 /� /+ <br />INTERSECTION TYP. BTM. CHORD BRACING <br />G <br />Cl SCALE: 3/4"=1'-0" <br />(2) 2X4 No.2 SYP DIAG. <br />2x4 BLOCKING BETWEEN <br />BRACE W/ (3) 12d @ EA. <br />TRUSSES WHERE <br />TRUSS (DIAG. BRACE TO <br />X-BRACING IS PRESENT AT <br />COVER 5 TRUSSES) <br />4'-0" O.C. (AT SHEATHING <br />0'-0" TO 30'-0" (1) "X" BRACE <br />SEAMS) <br />30'-1"TO 60--0 (3)'X" BRACE <br />SECURE 2x8 PT. PLATE <br />BRACE @ CENTER <br />TO BLK W/ 1/2" DIA. <br />(2) "X" BRACE DIVIDED EQUALLY <br />ANCHOR BOLT W/ 7 <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 37' OC <br />MAX. <br />PRE-ENG GABLE TRUSS <br />SECURE GABLE TO 2x8 <br />P.T. PLATE W/ 12d's 8" <br />STIFF13ACK (AS PER <br />O.C. MAX <br />TRUSS ENG) <br />CONT, 2.4 SECURED W/ <br />(2)10d's @ EACH TRUSS <br />TO BE INSTALLED <br />10'-0' O.C. MAX. <br />SEE SCHEDULE FOR <br />BOND BEAM REQ. <br />BLOCK WALL W/ GABLE END <br />PRE-EN&D TRUSS SCALE 3/4"=1'-0 <br />5' EDGE CENTRAL 22' MAX. w/ 8" EDGE <br />SPACING SPACING OPEN WEB TRUSS SPACING <br />SEE SEE <br />TYP. TYP. P. <br />jCHEDUL SCHEDULE SEE FRAMING PLAN LEDGER <br />BOARD <br />SPLICE (OR <br />LEDGER BD.) <br />Z' THE USE OF ALTERNATE MATERIALS MAY BE <br />SCHEDULE FORL—SEE CHEDULER W EDGE LEOG dSYP RT. USED SO LONG AS THEY CONFORM TO THE <br />f SIZE . (TY SCHEDULE LEDGER BOARD T. BE <br />EMBED. (TVP) 1.ENSURE THAT EXP. USED WITH O.W T. FOLLOWING <br />BOLTS/J-BOLTS ARE PLACED <br />INTO GROUTED CELLS, 8" FRONT <br />ALL AROUND BOLT. LEDGER 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS <br />2. END OF FRONT AND REAR A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS <br />_Z LEDGER SHOULD LAP A MIN z EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES <br />m OF 4'-0". (2) 2X10 m AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND <br />3. ALL BOLTS TO HAVE SYP PT ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE <br />Z WASHERS i THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO <br />°D 4. EXP. BOLTSIJ-BOLTS tO 2 A SIMPSON H10A OR LGT2 ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 <br />(2) 2X8 SHOULD NOT BE ANY REAR FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE <br />SYP PT CLOSER THAN 6" O/C, LEDGER SUBJECT TO F1 AND F2 FORCES. <br />FLOOR JOIST LEDGER SCHEDULE <br />MARK <br />SIZE <br />IBOLTSIZE <br />MIN.@IDDISTANCECENTR&SPAWIG <br />A <br />DOUBLE 2x8 <br />la, <br />8" <br />16' O/C <br />E <br />DOUBLE 2x10 <br />(2) 3/4" <br />8" <br />22" O/C <br />10 WOOD LEDGER DETAIL <br />SCALE. 3/4"=1' 0" <br />11 ALTERNATE MATERIALS <br />SCALE: <br />6 <br />GVO'Lam. <br />41 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.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: 813886-2828 <br />FAX: 813-086-2802 <br />a <br />3� <br />SLJBDIV. ac LOT: <br />SILVERADO <br />LOT #15 <br />BLK #16 <br />PROJECTfp <br />03719.001-15161 <br />MODEL: <br />3278—JORDYN II <br />GARAGE SKIING: <br />RIGHT <br />PAGE: <br />DETAILS <br />15 PH E C <br />