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A41) SIMPSON HETA16 TRUSS ANCHOR WITH <br />(9) 10d x 1 J' NAILS TO TRUSS <br />B42) SIMPSON HETA16 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 />C41) SIMPSON LGT2 GIRDER TIEDOWN WITH <br />(16) 10d x 3 *'NAILS TO GIRDER AND <br />(2) SIMPSON HETA16 TRUSS ANCHORS <br />WITH (12) l6d x 3 J' NAILS TO GIRDER <br />t12, 2x WOOD FASCIA <br />SEE ARCHITECTURAL <br />2x SECURED W/(3)16d <br />GALV. COMMON NAILS. <br />1X2 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: APT SYP#2 Z'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 ® 24" O/C, <br />SUBMIT SHOP DRAWINGS <br />FOR REVIEW <br />AND APPROVAL <br />A ALLOWABLE UPLIFT = U:1810 LBS, L770 LBS (1 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 />TYPICAL TRUSS/ <br />1-a lb '� GIRDER CONNECTORS) SCAL :3 7 <br />81J1® <br />gACIBIdOiA( <br />iN190B! <br />4500 <br />3W WOOD PANELS <br />6000 <br />(2) 12" WOOD PANELS <br />60 <br />(2) 12" WOOD PANELS <br />90 <br />2x LUMBER <br />3M" T & G SUBFLOOR GLUED AND <br />SCREWED AS PER SCHEDULE <br />PRE-ENG (JOIST <br />5/8" GYPSUM BOARD OR 1/2' 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 />SEE SHEET SlAA FOR <br />NAIL SIZE AND PATTERN <br />1 <br />r,__�I-JOIST CONNECTION @ L.B.W. <br />y SCALE:3/4"=T-0" (NO UPLIFT) <br />NOTCH DEPTH 114'D <br />4jq <br />E >5/6' <br />METER <br />L. STUD <br />OUTERSPAN HOLE EDGE >5/6' <br />HOLE DIAMETER <br /><3/5'D DBL. STUD <br />STUD NOTCHING <br />AND BORING LIMITS <br />8 SCALE: 1 12'=1'-0" <br />ENGINEERED WOOD TRU <br />C 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 6' <br />MINIMUM CONCRETE <br />EMBEDMENT. USED IN <br />CONJUNCTION WITH <br />HEAVY UPLIFT <br />CONNECTOR <br />PLYWOOD SHEATHING, SEE <br />"ROOFM/ALl/FLOOR <br />SHEATHING <br />FASTENER SCHEDULE" <br />NOTE: APT SYP#2 Z'x 4% <br />6', 8" x 4'-0" MAY BE ADDED <br />W/ 10d NAILS, 2 ROWS, W <br />O/C TO FACILITATE ONE <br />ADDITIONAL PLY MAX. TO <br />ACCOMMODATE GIRDER <br />TIEDOWN REQUIREMENTS. <br />`A41) SIMPSON LGT3SDS2.5 GIRDER TIEDOWN <br />WITH (4) j' x 5" TITEN HD TO CMU AND (12) BIDS <br />J' x 2 J' TO GIRDER <br />841) SIMPSON FGTR GIRDER TIEDOWN WITH <br />(2) }' x 6'TITEN HO TO CMU AND (18) BOB J' x <br />1x2, 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 />1x2 SECURED W/ tOd 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 />8 ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) <br />C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) <br />S_ _ TYPICAL ROOF <br />"L "' "' GIRDER CONNECTOR(S) scAL :34"=r-0' <br />LSTA1220 GAUGE <br />W/ 10dxl/2 HDG COMMON NAILS. <br />Q EACH END TOTAL OF 10 <br />8� <br />Lima= <br />711CWW <br />4500 <br />3/4" WOOD PANELS <br />6000 <br />(2) 12" WOOD PANELS <br />60 <br />(2) 12" WOOD PANELS <br />90 <br />2x LUMBER <br />LVUIJOIST WITH <br />BACKERBLOCK <br />HTT4 W/ 5/8" A.B. WITH <br />MIN. T' EMBEDMENT <br />TO SLAB & (18) i6d x <br />2-12" NAILS TO POST., <br />POST TO SIT DIRECTLY <br />ON SLAB — <br />LVLMOOD POST CONNECTIONS <br />5 SCALE: 3/4"=1'lT' <br />A - SIMPSON IUS1.81116 G < 1400 LBS, U < 70 LBS W! (2) 314" WEDGE-80LT/J-BOLT, 6' MIN. <br />EMBED (14)10d GALV. COMMON NAILS TO HEADER FL#17241 <br />B - SIMPSON IUS2.37/16 G < 1400 LBS, U < 70 LBS W/ (2) 3/4'" WEDGE-BOLT/J-BOLT, 5" MIN. <br />EMBED (14)10d GALV. COMMON NAILS TO HEADER FL#17241 <br />C - SIMPSON MIU3.56116 G <2900 LBS, U <210 LBS W/ (4) 3Wl WEDGE-BOLT/J-BOLT, 6' MIN. <br />EMBED (24) 16d GALV. COMMON NAILS TO HEADER AND (2) l0dx1-12" GALV. NAILS TO JOIST <br />FL#17241 <br />D - SIMPSON HHUS7.25/10 G <4140 LBS, U < 1610 LBS W/(8) 314' WEDGESOLT/JAOLT, 6" <br />MIN. EMBED (16) 16d GALV. COMMON NAILS TO HEADER AND (10)16d GALV. NAILS TO JOIST <br />FL#25749 <br />E -SIMPSON MIU4.75/16 G < 3455 LBS, U c 210 LBS W/ (8) 3/4" WEDGE-BOLT/J-BOLT, 6' MIN. <br />EMBED 16d GALV. COMMON NAILS TO HEADER AND (2)10dxl-1/2' GALV. NAILS TO JOIST <br />FL#17241 <br />WOOD LEDGER <br />ATTACHMENT DETAIL <br />SCALE: 314"=1'-0" <br />SAT MAX (W/1X4) <br />OR IU' MAX OW2X4) le <br />MAX., OR 2x4 BTM. CHORD BRACING <br />1a-0" O/C MAXSECURED W/(2)1Gd <br />COMMON NAILS AT EACH CHORD <br />INTERSECTION TYP. <br /># 1100 UPLIFT SIMPSON — <br />HTSM20 W/1010d TO <br />TRUSS AND (4) 1/4" x 21/4" <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 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 & 2' APART <br />REPAIR OF MULTIPLE <br />MISPLACED EMBEDDED TRUSS ANCHOR <br />3 SCALE: 3/4'=1'-0 <br />lx4 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 />END WALL OR OTHER <br />END TYPE CONDITION, IF <br />DEPICTED SEE PLAN <br />BTM. CHORD BRACING <br />O SCALE: 3/4"=1'-0" <br />PERPENDICULAR TO I -JOIST <br />(2) 2X12 <br />TRL <br />2r MAX. WI 24" MAX. WI S' MAX. END <br />SYP. P.T. <br />OF S EATHIN I <br />(JOIST JJle OIST SPACING <br />FRONT*DGER <br />SEE FRAMING PLAN <br />TYP TYIP <br />LEDGER <br />END E e e LEDGER <br />BOARD <br />(2) 2X12 SYP P.T. (2) 3/4" EXP. BOLT <br />LEDGER BOARD TO JOLT OR TITEN BOLTSBE <br />USED PERPENDICULAR W/ 2' WASHER & 51/2' <br />LE <br />WITH JJOIST MIN. EMBED. (TYP) <br />PARALLEL TO I -JOIST <br />(2) 2X8 <br />SYP. P.T. <br />24" MAX. WI 24" MAX. W/ff <br />AX. END <br />HI <br />SEE FRAMING PLAN <br />(JOIST (JOISTPACING <br />TY �,P <br />FRONT <br />LEDGER <br />w <br />END E <br />LEDGER <br />d y" s <br />d <br />e • <br />lif <br />BOARD <br />a <br />�' <br />2X8 SYP P.T. <br />1/4"X6' TAPCON <br />a <br />LEDGER BOARD TO <br />W/ 3" MIN. EMBED <br />REAR <br />BE USED PARALLEL <br />TYPICAL <br />LEDGER <br />TO IJOIST <br />1. ENSURE THAT EXP. SOLTS/J-BOLTSIfITENS ARE PLACED INTO GROUTED CELLS, 8" ALL AROUND BOLT <br />2. SPLICE OF FRONT AND REAR LEDGER SHOULD LAP A MIN OF 4'-0'. <br />3. ALL BOLTS TO HAVE WASHERS. <br />4. EXP. BOLTS/J-BOLTSITITEN BOLT SHOULD NOT BE ANY CLOSER THAN G' O/C. <br />5. ONLY LEDGER IN DIRECT CONTACT (REAR LEDGER) WITH CMU REQUIRED TO BE P.T. <br />FLOOR JOIST LEDGER SCHEDULE <br />MARK <br />I SIZE <br />IBOLTSIZE <br />8)DM MgIE <br />OWW WAC819 <br />A <br />DOUBLE SYP 2x8 <br />1 114" <br />1 8" <br />24" O/C MAX. <br />B <br />DOUBLE SYP N12 <br />1 (2) 314" <br />1 a, <br />24" O/C MAX. <br />A FASTENERS FOR PARALLEL LEDGER SHALL BE 1/4" x 6" TAPCONS W/ MINIMUM 3" EMBEDMENT. <br />B. FASTENERS FOR PERPENDICULAR LEDGERS SHALL BE 3/4" x 10' EXP. BOLT/J-BOLT/TITEN BOLTS <br />W/5-1/2" MINIMUM EMBEDMENT <br />C. FASTENERS DO NOT NEED TO ALIGN HORIZONTALLY EXCEPT AT ENDS <br />aWOOD LEDGER DETAIL (I -JOIST) <br />1 0 SCALE: 3/4"=l'-0' <br />(2) 2X4 No.2 SYP DIAG. — <br />BRACE W/ (3)12d 0 EA. <br />TRUSS(DIAG. BRACE TO <br />COVER 5 TRUSSES) <br />0--0" TO 32 <br />a' (1) "X"BRACE <br />30'-l" TO 60'-0 (3) "X" BRACE <br />(1) "X" BRACE 0 CENTER <br />(2) ")C' BRACE DIVIDED EQUALLY <br />FROM CENTER TO END. <br />2x WOOD FASCIA, - <br />SEE ARCHITECTURAL <br />PRE-ENG GABLE TRUSS— <br />STIFFBACK (ASPER� <br />TRUSSENG) <br />SEE SCHEDULE FOR <br />BOND BEAM RED. <br />2x4 BLOCKING BETWEEN <br />TRUSSES WHERE <br />X-BRACING IS PRESENT AT <br />4'-0" O.C. (AT SHEATHING <br />SEAMS) <br />SECURE 2x PT. PLATE <br />TO BLK W/ 12" DIA. <br />ANCHOR BOLT W/2" <br />WASHER SET IN HIGH <br />STRENGTH EPDXY 6' <br />MIN. EMBED, AT 32" OC <br />MAX. <br />SECURE GABLE TO 2x8 <br />P.T. PLATE W/ 12ds 6' <br />O.C. MAX <br />CONT. 2x4 SECURED W/ <br />(2) 10d's ® EACH TRUSS <br />TO BE INSTALLED 0 <br />10'-a' O.C. MAX. <br />BLOCK WALL W/ GABLE END <br />PRE-ENG'D TRUSS SCALE:3/4'=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, Fl, AND F2 <br />FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE <br />SUBJECT TO Fl AND F2 FORCES. <br />TERNATE MATERIALS <br />1 SCALE: 3/4"=l'-0' <br />1441 N. RONALD REAGAN BLVD. <br />LONG WOOD, FL 32760 <br />PH: 407.77443078 <br />FAX: 407-774.4'78 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />rM� <br />S <br />b <br />S <br />oxminv. as LOT: <br />ABBOTT PARK <br />LOT #3 <br />BLK #13 <br />PROJECT <br />04181.00�-03131 <br />MODEL: <br />3EFB <br />"2447-ROBIE" <br />GARAGE 8WDfG: <br />LEFT <br />PAGE: <br />DETAILS <br />(I -JOIST) <br />160 MPH EXP. C <br />•` r <br />aw06/14/21 <br />SCALE: <br />19== <br />S3.1A <br />