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A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH <br />(9) 10d x 1 i' NAILS TO TRUSS <br />B-(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 />C-(1) SIMPSON LGT2 GIRDER TIEDOWM WITH <br />(16) 10d x 3 f' NAILS TO GIRDER AND <br />(2) SIMPSON HETAIO 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 />17' 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 7' x 4", <br />6", 8" x 4'-0" MAY BE ADDED <br />W/ IOd 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, L1430 LBS (20R 3 PLY) <br />C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) <br />TYPICAL TRUSS/ <br />1a 1b 1c GIRDER CONNECTOR(S) <br />SCALE:34"='-0" <br />SECURE (-JOIST TO TOP PLATE <br />W/ (2) 12d TOENAILS <br />DOUBLE TOP PLATE <br />2x4 OR 24 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 />BERM <br />BM1®tBLOCX <br />1lN00EL8 <br />4500 <br />3/4" WOOD PANELS <br />6000 <br />(2) 12"WOOD PANELS <br />SO <br />(2) 12" WOOD PANELS <br />90 <br />2x LUMBER <br />3/4" T 8 G SUBFLOOR GLUED AND <br />SCREWED AS PER SCHEDULE <br />PRE-ENG IJOIST <br />5/8" GYPSUM BOARD OR 12' HIGH <br />STRENGTH CLG BOARD <br />PROVIDE BLOCKING <br />12" GYP. WL BD, <br />SECURE ST. PLATE TO <br />SLAB W/1 Od MASONRY NAIL <br />12" O/C STAGGERED. <br />ADDITIONAL METAL <br />CONNECTORS NOT <br />REQUIRED WHEN NO <br />UPLIFT IS PRESENT. <br />I -JOIST CONNECTION <br />BDALL.B.W. <br />4 E-4-T-D" (NO UPLIFT) <br />OUTER 1/3 OF <br />SPAN ONLY <br />BTM. <br />- <br />PLATE <br />OT/C/H/ DEPTDIAMETER <br />i/4•D <br />/ HOLE E <br />�<OLE DIAMETERTER <br />2/5'D SGL. STUD <br />STUD NOTCHING <br />AND BORING LIMITS <br />$ SCALE: 1 <br />EDGE>6/8" <br />HOLE DIAMETER <br />< 3/5•D DBL. STUD <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 5' <br />MINIMUM CONCRETE <br />EMBEDMENT. USED IN <br />CONJUNCTION WITH <br />HEAVY UPLIFT <br />CONNECTOR <br />PLYWOOD SHEATHING, SEE <br />"ROOFAMALL/FLOOR <br />SHEATHING <br />FASTENER SCHEDULE" <br />NOTE: APTSYP#27x4", <br />6", 8" x 4'-0" MAY BE ADDED <br />W/ IOd NAILS, 2 ROWS, T <br />O/C TO FACILITATE ONE <br />ADDITIONAL PLY MAX. TO <br />ACCOMMODATE GIRDER <br />TIEDOWN REQUIREMENTS. <br />k—A-(1) SIMPSON LGT3-SOS2.5 GIRDER TIEDOWN <br />WITH (4) �' 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) �' x 5" TITEN HD TO CMU AND (18) SDS J' x <br />1x2, 2x WOOD FASCIA <br />3" TO GIRDER <br />SEE ARCHITECTURAL <br />C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH <br />2x SECURED <br />(2) }' x 5"TITEN HD TO CMU AND (18) SDS �' x 3" <br />GALV. COMMON NAILS. <br />Ix2 SECURED W/ 10d <br />MASONRY BOND SCREWS TO GIRDER (EACH TIEDOW4) <br />GALV. COMMON NAILS <br />BEAM ENSURE THAT CELLS ARE GROUTED <br />17' O/C <br />SEE SCHEDULE 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 />S2a 2b 2C TYPICAL ROOF SCALE:3a"=1'-a' <br />GIRDER CONNECTORS) <br />LSTA12 20 GAUGE <br />W/ 10dx1/2 HOG COMMON NAILS. <br />EACH END TOTAL OF 10 <br />e <br />BED <br />BM7®tKm <br />TH OWN <br />4500 <br />314"WOOD PANELS <br />6000 <br />(2) 1/2" WOOD PANELS <br />80 <br />(2) 12" WOOD PANELS <br />90 <br />2x LUMBER <br />LVL/I-JOIST WITH <br />BACKER BLOCK <br />HTi4 W/ 5/8A.B. WITH <br />MIN. 7" EMBEDMENT <br />TO SLAB 8 (18)18d x <br />2-1/2" NAILS TO POST <br />POST TO SIT DIRECTLY <br />ON SLAB 1 <br />5 LVL/WOOD POST CONNECTIONS <br />SCALE: 3/4"=1'-0' <br />A - SIMPSON IUS1.81116 G < 1400 LBS, U < 70 LBS W/ (2) 3Pr WEDGE-BOLT/J-BOLT, 5" 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) 1Od GALV. COMMON NAILS TO HEADER FL#17241 <br />C - SIMPSON MIU3.SB/18 G < 2900 LBS, U < 210 LBS W/ (4) 3/4'- WEDGE-BOLT/J-BOLT, 5' MIN. <br />EMBED (24) 16d GALV. COMMON NAILS TO HEADER AND (2)10dx1-12' GALV. NAILS TO JOIST <br />FL#17241 <br />D - SIMPSON HHUS7.25/10 G < 4140 LBS, U < 1610 LBS W/ (8) 3/4'- WEDGE-GOLT/J-BOLT, 5" <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 < 3466 LBS, U <210 LBS W/ (8) 3/4" WEDGE-BOLT/J-BOLT, 5" MIN, <br />EMBED 16d GALV. COMMON NAILS TO HEADER AND (2) 10611-12' GALV. NAILS TO JOIST <br />FL#17241 <br />WOOD LEDGER <br />AMENT DETAIL <br />G9)� <br />SCALE: 3/4"=1'-0" <br />8'-D' MAX ON/1X4) <br />OR 10' <br />T <br />MAX., OR 2x4 BTM. CHORD BRACING <br />10'-0" O/C MAXSECURED W/ (2)10d <br />COMMON NAILS AT EACH CHORD <br />INTERSECTION TYP. <br />6 BTM. CHORD BRACING <br />SCALE: 3/4"=1'-0' <br />PERPENDICULAR TO I -JOIST <br /># 1100 UPLIFT SIMPSON <br />HTSM20 W/1010d TO <br />TRUSS AND (4) 1/4" 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 W/1010d TO <br />TRUSS AND (4) 114" 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 7' APART <br />REPAIR OF MULTIPLE <br />MISPLACED EMBEDDED TRUSS ANCHOR <br />3 SCALE: 3/4"=1'-0" <br />1.4 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 />(2) 2X12 <br />OR RI <br />24" MAX. W/ <br />24" MAX W/fAX. END <br />SYP. P.T, <br />OF SHEATHING <br />(JOIST <br />IJdSTPACING <br />FRONT <br />SEE FRAMING PLAN <br />TYP. <br />TYP.LEDGEREND <br />OF• <br />•LEDGER <br />BOARD(2) <br />2X12 SYP P.T. <br />.OLT <br />`r <br />LEDGER BOARD TO <br />J-BOLT OR TITEN BOLTS <br />REAR <br />BE USED PERPENDICULAR <br />W/ 2" WAS8 512' <br />LEDGER <br />WITH WOIST <br />MIN. EMBED. (TYP) <br />PARALLEL TO I -JOIST <br />(2)2X8 <br />2P MAX. W/ 2P MAX. W/ 8' MAX. END <br />SYP. P.T. <br />OF SHEATHING <br />1Jaer (JOIST SPACING <br />FROM ?:� <br />SEE FRAMING PLAN <br />TYP. TYP. <br />LEDGER <br />w <br />END OF <br />LEDGER <br />i <br />w m <br />G <br />• • BOARD <br />o r't <br />s' <br />w <br />" �'� <br />2x6 SYP P.T. 1/4"X6"TAPCON <br />�,y <br />LEDGER BOARD TO W/ 3" MIN. EMBED <br />REAR <br />BE USED PARALLEL TYPICAL <br />LEDGER" <br />TO I -JOIST <br />1. <br />ENSURE THAT EXP. BOLTS/J-BOLTS/TITENS ARE PLACED INTO GROUTED CELLS, 8' ALL AROUND BOLT. <br />2. <br />SPLICE OF FRONT AND REAR LEDGER SHOULD LAP A MIN OF V-9'. <br />3. <br />ALL BOLTS TO HAVE WASHERS. <br />4. <br />EXP, BOLTS/J-BOLTS/TITEN BOLT SHOULD NOT BE ANY CLOSER THAN 6' 0/C. <br />5. <br />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 />BOLTSIZE <br />MIN.BYDp8TAN0ECENTR11L8PA0618 <br />A <br />DOUBLE SYP 2x8 <br />I 1/4' <br />1 8" <br />24" O/C MAX <br />B <br />DOUBLE SYP 2x12 <br />1 (2) 3/4^ <br />1 8" <br />24" O/C MAX <br />A FASTENERS FOR PARALLEL LEDGER SHALL BE 1/4" x 6" TAPCONS W9 MINIMUM 3" EMBEDMENT. <br />B. FASTENERS FOR PERPENDICULAR LEDGERS SHALL BE W4" 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 />S10YL� <br />DGER DETAIL I -JOIST <br />SCALE: 3/4"=1' 0' <br />(2) 2X4 No.2 SYP DLAG. - <br />BRACE W/ (3) 12d l0 EA. <br />TRUSS(DIAG. BRACE TO <br />COVER 5 TRUSSES) <br />0 -0" TO 30'-0" (1) W BRACE <br />30'-I- TO 60'-0 (3)'OP BRACE <br />(1) "X" BRACE @ 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 (ASPER <br />TRUSS ENG) <br />SEE SCHEDULE FOR <br />BOND BEAM REQ. <br />2X4 BLOCKING BETWEEN <br />TRUSSES WHERE <br />X-BRACING IS PRESENTAT <br />4'-0" 0. C. (AT SHEATHING <br />SEAMS) <br />SECURE 2x PT, PLATE <br />TO BLK W/ 12" CIA <br />ANCHOR BOLT W/ 7' <br />WASHER SET IN HIGH <br />STRENGTH EPDXY 6' <br />MIN. EMBED. AT 370C <br />MAX <br />SECURE GABLE T02x8 <br />P.T. PLATE W/12Bs 8" <br />O.C. MAX <br />CONT. 2x4 SECURED W/ <br />(2) 1Od's @ EACH TRUSS <br />TO BE INSTALLED <br />1V-0" O.C. MAX <br />7 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 HI OA 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 />811 ALTERNATE MATERIALS <br />SCALE: 3/4"=1'-0" <br />SI <br />• <br />• <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />14 <br />•J <br />V <br />o <br />sulwiv. do LOT: <br />ABBOTT PARK <br />LOT #29 <br />BLK. #12 <br />PROMCTO <br />4 .00 —29121 <br />a�oaa�e <br />4EHB <br />"2605—HAYDEN" <br />oAMAZZ swnao: <br />LEFT <br />PAG1S: <br />DETAILS <br />(I —JOIST) <br />160 MPH EXP. C <br />3 <br />DA 9/21/21 <br />SCALM 1/4"=1'-0" <br />x1fmz e <br />S3.1A <br />