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L� <br />A{1) SIMPSON HETA16 TRUSS ANCHOR WITH <br />(9) 10d x 1 }'NAILS TO TRUSS <br />B{2) SIMPSON HETA16 TRUSS ANCHOR WITH <br />(12)16d x 1 J' NAILS TO TRUSS <br />DBL STRAP, 1 EACH SIDE WRAPS UP AND <br />OVER TRUSS (NOT SHOWN) <br />C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH <br />(16) 10d x 3 �' NAILS TO GIRDER AND <br />(2) SIMPSON HETAt6 TRUSS ANCHORS <br />WITH (12) 16d x 3 } NAILS TO GIRDER <br />tx2, 2x WOOD FASCIA <br />SEE ARCHITECTURAL <br />2x SECURED Wl (3)16d <br />GALV. COMMON NAILS. <br />lx2 SECURED W/ 10d <br />GALV. COMMON NAILS <br />17, O/C <br />MASONRY BOND BEAM <br />SEE SCHEDULE <br />PLYWOOD SHEATHING, SEE <br />"ROOFNVALL/FLOOR <br />SHEATHING <br />FASTENER SCHEDULE" <br />NOTE: APT SYP#27'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 TRUSS <br />ANCHOR REQUIREMENTS. <br />ENGINEERED WOOD <br />TRUSSES 0 24" O/C, <br />SUBMIT SHOP DRAWINGS <br />FOR REVIEW <br />AND APPROVAL <br />A ALLOWABLE UPLIFT = 1-1:1810 LBS, L770 LES (1 PLY) <br />B ALLOWABLE UPLIFT = U:2365 LBS, 1-1430 LBS (2 OR 3 PLY) <br />C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) <br />� I a TYPICAL TRUSS/ <br />In U I� GIRDER CONNECTOR(S) SCALE: 3/4"=1'-0' <br />ENGINEERED WOOD TRL <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 }'NAILS TO <br />GIRDER. PROVIDE 6' <br />MINIMUM CONCRETE <br />EMBEDMENT. USED IN <br />CONJUNCTION WITH <br />HEAVY UPLIFT <br />CONNECTOR <br />PLYWOOD SHEATHING, SEE <br />"ROOFNVALL/FLOOR <br />SHEATHING <br />FASTENER SCHEDULE" <br />NOTE: APT SYP#27'x 4", <br />6", 8" x 4'-U' MAY BE ADDED <br />W/ 1 Od NAILS, 2 ROWS, 3" <br />O/C TO FACILITATE ONE <br />ADDITIONAL PLY MAX. TO <br />ACCOMMODATE GIRDER <br />TIEDOWN REQUIREMENTS. <br />L—A41) SIMPSON LGT3SDS2.5 GIRDER TIEDOWN <br />WITH (4) p3' x 5" TITEN HD TO CMU AND (12) SDS <br />�' x 2 }'TO GIRDER <br />B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH <br />(2)?' x 5" TITEN HD TO CMU AND (18) BOB �' x <br />lx2, 2x WOOD FA.IA <br />SCAL <br />3" TO GIRDER <br />SEE ARCHRECTR <br />C42) SIMPSON FGTR GIRDER TIEDOWNS WITH <br />2x SECURED W/ (3)16tl <br />(2) J' x 5'TITEN HD TO CMU AND (18) BOB }' x 3" <br />GALV. COMMON NAILS. <br />112 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, TEACH 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: 3/4"=1'-0' <br /># 1100 UPLIFT SIMPSON - <br />HTSM20 W11010d TO <br />TRUSS AND (4) 1Wx21/4" <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 2114' <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 />(2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN <br />3/4" T & G SUBFLOOR GLUED AND BRACE W/ (3) 12d 0 EA. TRUSSES WHERE <br />SCREWED AS PER SCHEDULE TRUSS (DIAG. BRACE TO <br />COVER 5 TRUSSES) 4' ORO.C. l(AT SHEATHING <br />T <br />LSTA1220 GAUGE SEAMS) <br />W/ 10dxl/2 HOG NAILS 0'-0" TO 30'-0" (1)'W- BRACE <br />0 EACH END. TOTAL OF 10 30'-1" TO 60'-0 (3) "X" BRACE <br />(1) "X" BRACE ® CENTER SECURE 2x8 PT. PLATE <br />FLOOR (2) .X" BRACE DIVIDED EQUALLY TO BILK W/ 12" DIA. <br />GIRDER 6'-0" MAX (W/1X4) FROM CENTER TO END. ANCHOR BOLT Wl 7' <br />OR 10'-0" MAX (W/2X4) WASHER SET IN HIGH <br />2x WOOD FASCIA, STRENGTH EPDXY 6' <br />SEE ARCHITECTURAL MIN. EMBED. AT 32' OC <br />® MAX4 �7 . <br />1x4 DIAGONAL PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 <br />KipBTM. CHORD P.T. PLATE W/ 12d's S' <br />PRE-ENG FLOOR TRUSS 1 01 BRACING, SEE STIFFBACK (AS PER O.C. MAX <br />5/8" GYPSUM BOARD OR 1f2" HIGH PLAN FOR LOCATION <br />TRUSS ENG) CONT. 2x4 SECURED W/ <br />STRENGTH Cl-G. BOARD MAY NOT BE <br />(2) 10d's @ EACH TRUSS <br />iv F n. 0-0 <br />SECURE TRUSS TO TOP PLATE w/ (2) REQUIRED INSTALLED <br />16d TOENAILS <br />BTM. CHORD OF <br />DOUBLE TOP PLATE HTT4 W/ 5/8" A.B. WITH T TrWOOD ROOF TRUSSES <br />MIN. 7" EMBEDMENT <br />TO SLAB & (18)16d x <br />SEE SCHEDULE FOR <br />2x4 OR 2x6 WOOD BEARING <br />2-1/2" NAILS TO POST., BOND BEAM RED. <br />WALL W/ SYP No 2 STUDS SEE POST TO SIT DIRECTLY <br />PLANS FOR SPACING. SINGLE ON SLAB <br />BTM. PLATE TO BE PT. <br />PROVIDE DBL. TOP PLATE <br />PROVIDE BLOCKING <br />112' GYP. WL BD. <br />4 FLOOR TRUSS CONNECTION @ L.B.W. <br />SCALE: 3/4"=,•-0" (NO UPLIFT) <br />NOTCH DEPTH 1/4•D <br />HOLE EDGE >5/6' <br />HOLE DIAMETER <br />2/5•D SGL. STUD <br />OUTER 113 OF <br />SPAN ONLY <br />HOLE EDGE >519' <br />01 <br />t"'�BTM. HOLE DIAMETER <br />PLATE <3/5•0 DBL. STUD <br />STUD NOTCHING <br />AND BORING LIMITS <br />0 <br />SCALE: 1 t/2"=1'-0" <br />GIRDER/WOOD POST CONNECTIONS <br />5 SCALE: 3l4"=1'-0" <br />NOTE: <br />A - WH- 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) 341 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 HGUS28-3 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 />9 ATTACHMENT DETAIL <br />SCALE: 3/4"=1'-0' <br />lx4 BTM. CHORD BRACING 6-9' 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 />6 SCALE: 3/4' T-U' <br />5'EDGE <br />CENTRAL <br />SPACING <br />SPACING <br />SEE <br />SEEIITM <br />CHEDUL <br />SCHEDULE SEE FRAMING PLAN <br />SEE SCHEDULE FOR BOLT SIZE <br />SEE LEDGER SCHEDULE W <br />5 1/2" MIN. EMBED. (TYP) <br />1. ENSURE THAT EXP. BOLTS/J-BOLTS ARE <br />Ell El <br />PLACED INTO GROUTED CELLS, 6' ALL AROUND <br />BOLT. <br />- Z <br />2. END OF FRONT AND REAR LEDGER SHOULD <br />g <br />LAP A MIN OF 4!-T. <br />3. ALL BOLTS TO HAVE WASHERS <br />Z <br />4. EXP. BOLTS/J-BOLTS SHOULD NOT BE ANY <br />CLOSER THAN &' O/C. <br />5, IN LIEU OF HILTI PAPS SIMPSON TITEN 114" <br />(2) _ PT <br />DIA. x 3' MASONRY SCREWS MAY BE USED, <br />--'T <br />LEDGER SCHEDULE <br />MARK <br />SIZE <br />BOLTSIZE <br />BEDGESPACNG <br />CBIRtALBP ;W <br />A <br />DOUBLE 2x8 <br />1/2" <br />8" O/C <br />16" O/C <br />B <br />DOUBLE 2x8 <br />3/4" <br />8" O/C <br />24" O/C <br />C <br />DOUBLE 210 <br />12" <br />8" O/C <br />16, O/C <br />D <br />DOUBLE 200 <br />3/4" <br />8" O/C <br />24" O/C <br />E <br />DOUBLE 200 <br />14" <br />6" O/C <br />F <br />DOUBLE 2x12 <br />3W' <br />6" O/C <br />10 WOOD LEDGER DETAIL <br />SCALE: 31C" 1'1" <br />BLOCK WALL W/ GABLE END <br />PRE—ENG'D TRUSS SCALE: 3/4"=l'-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-0" <br />A I C N I T 1 C T 1 <br />6 <br />GrouPl�. <br />$41 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407.7746078 <br />FAX: 407-774-4078 <br />www.abdesigngroup.com <br />AA #: 0003325 J <br />DRAFTING BY: <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />5439 BEAUMONT CENTER BLVD. <br />SUITE SOD4 <br />TAMPA, FLORIDA 33634 <br />PH: 813-886-2628 <br />FAX: 813-886-2802 Of <br />I�Il�llall <br />SUSDIV. ae L.OT: <br />SILVERADO <br />LOT #7 <br />BLK #16 <br />PROJECT# <br />03719.001-07161 <br />MODEIa <br />2795— D <br />GARAGE SWING: <br />RIGHT <br />PAGE: <br />DETAILS <br />V. 15CL.MPH EA B <br />