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41) SIMPSON HETA16 TRUSS ANCHOR WITH <br />(9)10d x 1 } NAILS TO TRUSS <br />{2) SIMPSON HETA16 TRUSS ANCHOR WITH <br />(12) 16d x 1 }' NAILS TO TRUSS <br />OSL STRAP, 1 EACH SIDE WRAPS UP AND <br />OVER TRUSS (NOT SHOWN) <br />41) SIMPSON LGT2 GIRDER TIEDOWN WITH <br />(16) 1 Od x 3 }" NAILS TO GIRDER AND <br />(2) SIMPSON HETA16 TRUSS ANCHORS <br />WITH (12) I6d x 3 4" NAILS TO GIRDER <br />1 x2, 2x WOOD FASCIA <br />SEE ARCHITECTURAL <br />2x SECURED WI (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 />"ROOFAVALL/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 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 = U:1810 LBS, L:770 LBS (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 />S <br />1b lc TYPICAL TRUSS/ <br />GIRDER CONNECTOR(S) <br />ENGINEERED WOOD TRU <br />Q 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 5" <br />MINIMUM CONCRETE <br />EMBEDMENT. USED IN <br />CONJUNCTION WITH <br />HEAVY UPLIFT <br />CONNECTOR <br />PLYWOOD SHEATHING, SEE <br />"ROOFNVALU/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 />OIC TO FACILITATE ONE <br />ADDITIONAL PLY MAX. TO <br />ACCOMMODATE GIRDER <br />TIEDOWN REQUIREMENTS. <br />\--A41) SIMPSON LGT3SDS2.5 GIRDER TIEDOWN <br />WITH (4) t x 5" TITEN HD TO CMU AND (12) BOB <br />r 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 FASCIA <br />SEE ARCHITECTURAL <br />3" TO GIRDER <br />2z SECURED W/ (3)16d <br />C42) SIMPSON FGTR GIRDER TIEDOWNS WITH <br />GALV. COMMON NAILS. <br />(2) } x 5'7ITEN HD TO CMU AND (18) SDS }" x 3" <br />1X2 SECURED WI IOd MASONRY BOND <br />SCREWS TO GIRDER (EACH TIEDOWN) <br />GALV. COMMON NAILS BEAM <br />SEE SCHEDULE <br />ENSURE THAT CELLS ARE GROUTED <br />12" O/C <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 />S <br />2b 2c TYPICAL ROOF <br />s(i)GIRDER CONNECTOR(S) <br /># 1100 UPLIFT SIMPSON — <br />HTSM20 W/1010d TO <br />TRUSS AND (4)114" 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 2 1/4" <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 8 2" APART <br />REPAIR OF MULTIPLE <br />MISPLACED EMBEDDED TRUSS ANCHOR <br />3 SCALE: 3/4"=l'-0" <br />(2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN <br />314" T 8 G SUBFLOOR GLUED AND <br />BRACE W/ (3)12d EA. TRUSSES WHERE <br />SCREWED AS PER SCHEDULE <br />TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT <br />LSTA12 20 GAUGE <br />COVER 5 TRUSSES 4'-0" O.C. (AT SHEATHING <br />W/ 10dx1/2 HOG NAILS <br />0'-0" TO 30'-0" (1) "X" BRACE SEAMS) <br />(� EACH END. TOTAL OF 10 <br />30'-1" TO 60'-0 (3) "X" BRACE SECURE PT. PLATE <br />(I) "X" BRACE 0 CENTER / DIA. <br />TO BLK W/ <br />FLOOR <br />(2) W BRACE DIVIDED EQUALLY OL <br />ANCHOR BOLT W/ <br />GIRDER <br />FROM CENTER TO END, HIGH <br />WASHER SET IN HIGH <br />2x WOOD FASCIA, STRENGTH EPDXY 6" <br />SEE ARCHITECTURAL MIN. EMBED, AT 32"OC <br />MAX. <br />INV <br />PRE-ENG GABLE TRUSS SECURE GABLE TO 2X8 <br />P.T. PLATE W/ 12d's 8" <br />PRE-ENG FLOOR TRUSS <br />STIFFBACK (AS PER O.C. MAX <br />S/8" GYPSUM BOARD OR 112" HIGH <br />TRUSS ENG) CONT. 2x4 SECURED W/ <br />STRENGTH CLG. BOARD <br />(2)10d's @ EACH TRUSS <br />SECURE TRUSS TO TOP PLATE w/ (2) <br />INSTALD <br />TO BE Q <br />LE <br />I6d TOENAILS <br />10'-0" O.C. MAX. <br />DOUBLE TOP PLATE <br />H74 W/ 5/8" A.B. WITH <br />MIN, 7" EMBEDMENT <br />TO SLAB 8 (18) I6d x <br />SEE SCHEDULE FOR <br />2x4 OR 2x6 WOOD BEARING <br />2-12" NAILS TO POST., <br />BOND BEAM REQ. <br />WALL W/ SYP No 2 STUDS SEE <br />POST TO SIT DIRECTLY <br />PLANS FOR SPACING. SINGLE <br />ON SLAB <br />BTM, PLATE TO BE PT. <br />PROVIDE DBL. TOP PLATE <br />PROVIDE BLOCKING <br />. a. <br />12" GYP. WL. 80, <br />- <br />e <br />BLOCK WALL W/ GABLE END <br />PRE-ENGD TRUSS SOALE:3/4"=1'-0" <br />° <br />(,'�GIRDERNVOOD POST CONNECTIONS <br />J SCALE: 3/4"=l'-0" <br />4 FLOOR TRUSS CONNECTION L.B.W. <br />SCALE: 3/4"=1'-0" (NO UPLIFT) <br />DEPTH 1/4*0 <br />—HOLE EDGE >518" <br />—HOLE DIAMETER <br />215*0 SGL. STUD <br />OUTER 113 OF <br />SPAN ONLY <br />EDGE >5/8" <br />C - SIMPSONHGUS28-2 G <2400 LBS, U < 2560 LBS W/ (2) 3/4" WEDGE-BOLT/J-BOLT, 5" MIN. <br />EMBED (36) 16d GALV. COMMON NAILS AND (10) l6d GALV. NAILS FL#17232 <br />BTM. HOLE DIAMETER D-SIMPSONHGUS28-2 G <4800 LBS, U <2650 LBS W/ (4) 3l4"WEDGE-BOLT/J-BOLT, 5" MIN. <br />PLATE < 3/5'D DBL. STUD EMBED (36) 16d GALV. COMMON NAILS AND (10)16d GALV. NAILS FL#17232 <br />E - SIMPSONHGUS283 G < 4800 LBS, U < 2650 LBS W/ (4) 3/4" WEDGE-BOLT/JSOLT, 5" MIN. <br />EMBED (36) 16d GALV. COMMON NAILS AND (10)16d GALV. NAILS FL#17232 <br />WOOD LEDGER <br />STUD NOTCHING ATTACHMENT DETAIL <br />AND BORING LIMITS SCALE:34"=1'-0" <br />6EDGE CENTRAL 2z'MAX. w/ 8'EDGE <br />SPACING SPACING OPEN WEB TRUSS SPACING <br />SEE SEE rvP 7VP <br />CHEDUL SCHEDULE SEE FRAMING LAN LEDGER <br />SPDAI.ICE (OR <br />° LEDDGER BD.) <br />:E SCHEDULE FOR J • SEE LEDGER w EDGME • 2) 2X10 SYP P.T. <br />DLT SIZE 51/2" SCHEDULE LEDGERBOAROT08E <br />IN. EMBED. (TYP) 1. ENSURE THAT EXP. USED WITH O.W.T. <br />BOLTS/J-BOLTS ARE PLACED <br />El 13 INTO GROUTED CELLS, 8" FRONt <br />H. ALL AROUND BOLT, LEDGER <br />2. END OF FRONT AND REAR <br />? LEDGER SHOULD LAP A MIN " i <br />OF 4'-0'. (2)2x10 m <br />3. ALL BOLTS TO HAVE SYP PT <br />Z WASHERS z <br />°D g 4. EXP. BOLTS/J-BOLTS °J <br />(2) 2X8 SHOULD NOT BE ANY REAR <br />SYP PT CLOSER THAN 6" OIC. LEDGER <br />FLOOR JOIST LEDGER SCHEDULE <br />MARK <br />I SIZE <br />laousizi <br />WEIDOIfiT <br />ai1RALwcm <br />A <br />DOUBLE 2X8 <br />1 12" <br />1 8"1 <br />16" O/C <br />E <br />DOUBLE 2x10 <br />1 (2) 3/4" <br />1 8•1 <br />1 22" O/C <br />WOOD LEDGER DETAIL <br />10 SCALE: 3/4"=V-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"=l'-0" <br />1441 N. RONALD REAGAN BLVD, <br />LONGWOOD, FL327W <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />m <br />VA <br />Ra <br />■ <br />BLMDIV. A. LAT <br />SILVERADO <br />LOT 19 <br />BLK 18 <br />PROJECT# <br />04128.002 19181 <br />MODELA <br />4EHB <br />"2605-HAYDEN" <br />OARAcsE BWnM: <br />RIGHT <br />PAGE: <br />DETAILS <br />(OPEN WEB <br />TRUSSES) <br />50 MPH XP. <br />