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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 />DBL STRAP, 1 EACH SIDE WRAPS UP AND <br />OVER TRUSS (NOT SHOWN) <br />�1) SIMPSON LGT2 GIRDER TIEDOWN WITH <br />(16) 10d x 3 }" NAILS TO GIRDER AND <br />(2) SIMPSON HETA16 TRUSS ANCHORS <br />WITH (12) 16d x 3 }'NAILS TO GIRDER <br />ix2, 2x WOOD FASCIA <br />SEE ARCHITECTURAL <br />2x SECURED W/ (3) 16d <br />GALV. COMMON NAILS. <br />1.2 SECURED W/ 10d <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: A PT SYP #2 2' x 4", <br />6", W x 4'-0" MAY BE ADDED <br />W/ 10d NAILS, 2 ROWS, 3' <br />0/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, L.1430 LBS (2 OR 3 PLY) <br />C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) <br />88SYMIRD-ERCAL TRUSS/ <br />CONNECTOR(§) s A :3/4'=r-a' <br />314" T 8 G SUBFLOOR GLUED AND <br />SCREWED AS PER SCHEDULE <br />PRE-ENG FLOOR TRUSS <br />5/8" GYPSUM BOARD OR 1/2' HIGH <br />STRENGTH CLG. BOARD <br />SECURE TRUSS TO TOP PLATE w/ (2) <br />16d TOENAILS <br />DOUBLE TOP PLATE <br />ENGINEERED WOOD TRU <br />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 />lx2, 2x WOOD FASCIA J Z IM <br />SEE ARCHITECTURAL <br />2x SECURED W/ (3)16d <br />GALV. COMMON NAILS. <br />ix2 SECURED W/ 10d MASONRY BOND <br />GALV. COMMON NAILS BEAM <br />12" O/C SEE SCHEDULE <br />PLYWOOD SHEATHING, SEE <br />"ROOFANALL/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-SOS2.5 GIRDER TIEDOWN <br />WITH (4) J" x 5" TITEN HD TO CMU AND (12) BOB <br />}" X 2 j' TO GIRDER <br />B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH <br />(2) k' x 5" TITEN HO TO CMU AND (18) BOB �' x <br />3" TO GIRDER <br />C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH <br />(2) k' x 5"TITEN HD TO CMU AND (18) BOB �' x 3" <br />SCREWS TO GIRDER (EACH TIEDOWN) <br />ENSURE THAT CELLS ARE GROUTED <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 />TYPICAL ROOF <br />r2AA 2B 2 <br />GIRDER CONNECTOR(S) sCALE 3a'='-a' <br />LSTA12 20 GAUGE <br />W/ 10dx1/2 HOG NAILS <br />Q EACH END. TOTAL OF 10 <br />FLOOR <br />GIRDER <br />i74 W/ 5/8" A.B. WITH <br />ON. 7" EMBEDMENT <br />TO SLAB 8 (1 B) 16d x <br />2x4 OR 2x6 WOOD BEARING 2-12" NAILS TO POST., <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 />1/2' GYP. WL. BD. - <br />a. <br />GIRDER/WOOD POST CONNECTIONS <br />5 SCALE: 3/4"=1' 0' <br />FLOOR TRUSS CONNECTION @ L.B.W. <br />4 SCALE 3/4"=T-0" (NO UPLIFT) <br />DEPTH 1/4-D <br />—HOLE EDGE >5/8" <br />—HOLE DIAMETER <br /><2/5•D SGL. STUD <br />OUTER 113 OF <br />SPAN ONLY <br />BTM. - <br />PLATE <br />STUD NOTCHING <br />AND BORING LIMITS <br />8 SCALE 1 7Y2"=1'-07 tY2„=1,-0„ <br />EDGE >5/8" <br />HOLE DIAMETER <br />< 3/5'D DBL STUD <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 USE, 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) 314"° 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 />CHMENT DETAILe±nA <br />SCALE: 3 4"=1'-0 <br /># 1100 UPLIFT SIMPSON <br />HTSM20 W/10 10d TO <br />TRUSS AND (4) i/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 W110 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 8 2' APART <br />REPAIR OF MULTIPLE <br />MISPLACED EMBEDDED TRUSS ANCHOR <br />3 SCALE: 3/4"=1'-0" <br />6'-O" MAX (W/1X4) <br />J OR 10'-0" MAX (W/2X4) <br />1x4 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 />lx4 BTM. CHORD BRACING 6'-0" O/C —x END WALL OR OTHER <br />MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF <br />10'-0" O/C MAXSECURED W/ (2) 1Od DEPICTED SEE PLAN <br />COMMON NAILS AT EACH CHORD /� /'+ <br />INTERSECTION TYP. BTM. CHORD BRACING <br />6 SCALE 3/4"=1'-0" <br />5'EDGE CENTRAL 2Z'MAX. w/ 8` EDGE <br />SPACING SPACING OPENWESTRUSS SPACING <br />SEE SEE TYP TVP P <br />CHEDUL SCHEDULE SEE FRAMING PLAN LEDGER <br />BOARD <br />SPLICE (OR <br />END OF <br />• • • • • • • • LEDGER BD.) <br />2 ) . <br />=E SCHEDULE FOR SEE LEDGER W EDGE �2EDGER BOOAR.o 7o BE <br />3LT SIZE 51/2' SCHEDULE USED RBOATH BOARD <br />IN. EMBED. (TYP) 1. ENSURE THAT EXP. <br />BOLTS/J-BOLTS ARE PLACED <br />INTO GROUTED CELLS, 8" FRONT <br />ALL AROUND BOLT. LEDGER <br />2, END OF FRONT AND REAR <br />Z LEDGER SHOULD LAP A MIN <br />OF 4'-01. (2)2X10 <br />3. ALL BOLTS TO HAVE SYP PT <br />Z WASHERS z <br />m f 4. EXP. BOLTS/J430LTS m <br />(2) 2X8 SHOULD NOT BE ANY REAR <br />SYP PT CLOSER THAN 6" O/C. LEDGER <br />FLOOR JOIST LEDGER SCHEDULE <br />MARK <br />SIZE <br />I BOLT SIZE <br />MIN. ENDDER'ANCE <br />cENIRAI SPAGNG <br />A <br />DOUBLE 2x8 <br />1 1/2" <br />8" <br />16" O/C <br />E <br />DOUBLE 2x10 <br />(2) 314" <br />8"1 <br />22" O/C <br />10 WOOD LEDGER DETAIL <br />SCALE: 3/4"=1'-0" <br />(2) 2X4 No.2 SYP DIAG. — <br />BRACE W/ (3)12d Q EA. <br />TRUSS(DIAG. BRACE TO <br />COVER 5 TRUSSES) <br />U-0" TO 30'-0" (1) "X" BRACE <br />30'-l" TO 6V-0 (3) "X" BRACE <br />(1)"X" BRACE 0 CENTER <br />(2) "X" BRACE DIVIDED EQUALLY <br />FROM CENTER TO END, <br />2x WOOD FASCIA, - <br />SEE ARCHITECTURAL <br />PRE-ENG GABLE TRUSS <br />STIFFBACK (AS PER <br />TRUSS ENG) <br />SEE SCHEDULE FOR <br />BOND BEAM REQ. <br />2x4 BLOCKING BETWEEN <br />TRUSSES WHERE <br />X-BRACING IS PRESENT AT <br />4'-0" O.C. (AT SHEATHING <br />SEAMS) <br />SECURE 2,8 PT. PLATE <br />TO BLK W/ 1/2' DIA. <br />ANCHOR BOLT W/ Z' <br />WASHER SET IN HIGH <br />STRENGTH EPDXY 6" <br />MIN. EMBED. AT 3Z' OC <br />MAX. <br />SECURE GABLE TO 2x8 <br />P.T. PLATE W/ 12d's 8" <br />O.C. MAX <br />CONT. 2x4 SECURED W/ <br />(2) 10d's @ EACH TRUSS <br />TO BE INSTALLED <br />10'-0' O.C. MAX. <br />BLOCK WALL W/ GABLE END <br />PRE-ENG'D TRUSS SCALE: 3/4"=1': <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 />A N C N I T E C T E <br />Design <br />Grou LLD. <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />ww W.abclesigngroup.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: 813-86-2628 <br />FAX: 813-886-2802 <br />�IRlglw� <br />mm <br />sUSDIV. & LOT <br />SILVERADO <br />LOT #19 <br />BLK #16 <br />PROJECT* <br />03719.001-19161 <br />MODEL.• <br />3278-JORDYN II <br />GARAGE SWING: <br />LEFT <br />PAGE: <br />DETAILS <br />150 MPH EXP. C <br />