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FLOOR DECK <br />2x6 PT TERMINATION <br />2x4 STRONGBACK SECURED TO BLOCKING SECURED TO WALL <br />EACH TRUSS W/ (3) 16d COMMON W/ (6) 3/16" ° x 4 TAPCONS <br />NAILS PROVIDE 2-TRUSS LAP <br />SPLICE LOCATED EITHER TOP OR <br />BOTTOM OF FLOOR TRUSS, <br />TYPICALLY 10.-0" BUT REFER TO <br />TRUSS ENGINEERING <br />2x4 STRONGBACK, <br />�� FLOOR BRACING <br />SIMPSON H6 W/ <br />(8)8d COMMON NAILS 2x STUDS—/� <br />SIMPSON H6 W/ (8) 8d EACH END <br />COMMON NAILS, EACH <br />END EVERY STUD ON <br />EACH END OF "BUNDLE" <br />OF STUDS <br />PLYWOOD FLOOR <br />SHEATHING <br />EEC <br />SIMPSON SPH4/SPH6 BTM. <br />PLATE STRAPS W/ 10d x 1 <br />FLOOR TRUSS OR NAILS <br />12" <br />GIRDER TRUSSHOG <br />WALL / FLOOR FRAMING, <br />2 TRUSS PARALLEL TO WALL <br />DEL PT 2x6 BLK'NG BETWEEN <br />TRUSSES W/ 10d @ 3" O.C. 1ST PLY <br />INTO LEDGER AND � <br />STAGGERED UPPER PLYY INTO 2x6 <br />BELOW <br />8"CMU WALL <br />REINF PER PLAN <br />PER ELEVATION <br />O Z <br />555@ o= <br />U <br />PER ELEVATION <br />1X2 FIRE -STOP <br />MI <br />#8 WOOD SCREWS IM <br />x2"LONG03"O.C.; <br />STAGGERED OFF ,IIIIII, _ <br />CENTERLINE OFF 2x6; NI <br />3/4" AS SHOWN <br />SIMPSON A23 <br />EA TRUSS •2DDf'- /4 <br />NAILING PATTERN <br />PRE-ENGINEERED WOOD <br />FLOOR TRUSSES (SEE <br />FRAMING PLAN) <br />DBL 2X LEDGER <br />SEE SCHEDULE <br />SECTION DETAIL <br />AT TRUSSES BEARING <br />ON EXTERIOR WALL <br />O NOT USED <br />2x STUDS PER PLANS <br />2x STUDS PER PLANS <br />DBL PT 216 BLK'NG BETWEEN <br />TRUSSES W/ 10d @ 3" O.C. 1ST PLY <br />FLOOR DECK <br />2x4 CONT. W/ (4) 16d NAILS <br />INTO LEDGER AND 10d @ W O.C. <br />#8 WOOD SCREWS <br />NOTE: <br />@ TOP OF FLR TRUSS <br />STAGGERED UPPER PLY INTO 2x8 <br />x 2" LONG (� O.C.; MI <br />2x4 BLOCKING EA. BRACE. <br />TOENAIL INTO TRUSS W/ (4) 16d <br />STRUCTURAL SHEATHING <br />(TOP 2X4 SUPPORTS ST. <br />BELOW <br />O <br />STAGGERED OFF <br />'11II1 <br />NAILS EA. END <br />MUST NOT BREAK WITHIN <br />PLATE OF 2ND FUR) <br />CENTERLINE OFF 2x6; <br />3/4" AS SHOWN n' <br />2x4 BRACE 0 48" O.C. w/ (5) 12d <br />l'A" MIN. FROM 2ND. FUR. <br />FLOOR DECK <br />'µ <br />NAILS ? EA. END <br />LINE <br />2x6 CONT. W/ (8) 16d NAILS <br />DBL 2X8 LEDGER <br />TO CMU W/ 12" EXP. BOLT NI <br />8d RING SHANK NAILS @ 4" O.C. MAX <br />@ ST. OF FLOOR TRUSS <br />8" CMU WALL <br />8" CM <br />AT 1S- O.C. AND 6' FROM <br />INTO BLOCKING <br />(ST. 2X6 IS FOR WALL <br />SHEATHING NAILER) <br />PER PLAN <br />END W/ MIN 5-12" EMBED. <br />16d NAILS (d 8" O.C. MAX <br />1X2 FIRE -STOP <br />PER ELEVATION <br />FLOOR DEC /4" <br />PER ELEVATION PER ELEVATION <br />3 <br />�DF- <br />Z <br />0= <br />��W <br />NAILING PATTERN <br />UU <br />rz41 <br />PER ELEVATION <br />PER ELEVATION PER ELEVATION <br />FMP' ENGINEERED WOOD <br />PRE-ENGINEEREDWOOD <br />2x4P.T. CEILINGFLOOR <br />TRUSSES (SEENAILER <br />FLOOR TRUSSES (SEE <br />W/ <br />FRAMING PLAN) <br />PRE-ENGINEERED WOOD <br />r <br />FRAMING PLAN) <br />MASONRY NAILS <br />�,2 D.C. <br />FLOOR TRUSSES (SEESEE <br />SCHEDULE FOR SEE SCHEDULE FOR <br />SIMPSON HETA-16 <br />DETAIL IF <br />FRAMING PLAN) <br />BOND BEAM REO. BOND BEAM REO. <br />EVERY TRUSS(VERIFY <br />1X2 FIRE -STOP <br />INSTALLED TOO LOW <br />.. <br />SIMPSON HETA-16 <br />W/ TRUSS PLAN) <br />AT TRUSSES PARALLEL <br />(VERIFY W/TRU S <br />SECTION DETAIL <br />TO EXTERIOR WALL <br />PLAN) <br />AT PARALLEL / PERPENDICULAR <br />5 <br />SCALE: 3/4"=1'-0' <br />PRE-ENG FLOOR TRUSSES <br />NOT USED <br />O <br />7 <br />SCALE: 3/4"=1'-0" <br />O <br />PRE-ENG GABLE TRUSS <br />2x4 BLOCKING BETWEEN TRUSSES <br />STRAP TRUSS TO PL. <br />PRE-ENG <br />AT FIRST TWO BAYS 4'-0" O.C. (AT <br />O PRE-ENG'D <br />WOOD <br />SEE SCHEID BELOW <br />ROOF TRUSS <br />SHEATHING SEAMS) (BLOCKING <br />TRUSS (TYP) Q 24" O.C. <br />NOT SHOWN FOR CLARITY) <br />MAX <br />PER EL VATION <br />FOR STRAPPING <br />VERIFY <br />PRE-ENG ROOF TRUSS <br />SECURE 2x6 PT. PLATE TO BLK <br />W/ TRUSS PLAN <br />TRUSS TO TOP PLATE <br />5/8" GYPSUM BOARD OR 1/2' HIGH <br />W/ 1/2" DIA. ANCHOR BOLT W/ 2" <br />A- SIMPSON MTS12 <br />STRENGTH CLG. BOARD <br />44/46 SYP NO. 2 <br />WASHER SET IN HIGH <br />U < 990 LBS W/ (14)10d <br />SECURE TRUSS TO TOP PLATE W (2) <br />WOOD POST TO <br />STRENGTH EPDXY 6' MIN. <br />GALV. NAILS. <br />i6d TOENAILS <br />SLAB. SEE <br />EMBED. AT 32' OC MAX. <br />B - (2) SIMPSON MTS12 <br />DOUBLE TOP PLATE <br />SCHEDULE <br />SECURE GABLE TO 2x8 P.T. <br />U < 1420 LBS W/ (14) 10d <br />BELOW FOR <br />PLATE W/ 12d's 9" O.C. MAX <br />GALV. NAILS EA. STRAP <br />2x4 OR 2x6 WOOD BEARING <br />CONNECTION <br />WALL W/ SYP No 2 STUDS SEE <br />FL#17239 <br />PLANS FOR SPACING. SINGLE <br />CONC.POURED <br />BTM. PLATE TO BE PT. <br />LINTEL COURSE <br />PROVIDE DBL. TOP PLATE <br />PROVIDE BLOCKING <br />• O• <br />• <br />SIMPSON SPH4 OR SPH6 BTM <br />12" GYP. WL. BD. <br />O <br />AND TOP PLATE ANCHORS W/ <br />10d x 1 12" COMMON NAILS <br />SECURE BT. PLATE TO SLAB W/ <br />CONTFILL <br />2x4 SECUREDLED010-4- EACH <br />ALL HOLES, DO NOT USE <br />10dx3' <br />1/2" " WEDGE ANCHOR W/ 2" <br />WASHER SET IN HIGH STRENGTH <br />TRUSS/WOOD POST CONNECTIONS <br />TRUSS <br />TRUSS TO BE INSTALLED (� 10'-0" O.C. <br />MAX. <br />EPDXY 5-12" EMBED. MIN. @ 16" <br />1 Oa 10b 1 Oc <br />OC MAX. <br />SCALE: 3/4"=1'-0" <br />GABLE END BRACING W/ PRE-ENG <br />GABLE TRUSS @ CMU WALL <br />TRUSS TO POST CONNECTION <br />0 <br />SCALE: 3/4"=1'-0" <br />a <br />a° <br />A-SIMPSON MTS-12U< 990 LBS W/ (14) tOd GALV. NAILS. <br />• 8 <br />B - SIMPSON HTS-20 U < 1310 LBS W/ (20) 10d GALV. NAILS. <br />C - 2-PLY-SIMPSON VGT/HDU4 U < 4565 LBS VGT TO TRUSS W/ (16) <br />1/4'kO"SDS, (1) 5/8"° A.T.R. TO HDU4 AND (10)1/4" X 2 12" SIDS TO POST <br />TRUSS CONNECTION @ L.B.W. <br />PosTTosLABCONNECTION <br />SCALE: 3/4"=1'-0" <br />A8B - SIMPSON ABU44Z POST BASE <U:1,900 G',5,660 W/ 5/8 DIA. x 6" EXP. BOLT <br />SIMPSON ABU46Z POST BASE <U:2,300 G:10,335 W/ 518 D. x 6" EXP. BOLT <br />C - SIMPSON HTT5 POST ON SLAB <U:4,565 W/ 5/6' A.B. WITH MIN. T' <br />EMBEDMENT TO SLAB 8 (26)16d x 2-1/2'NAILS TO POST. <br />iRCNITECTa <br />6 <br />GrouS Ln. <br />41 N. RONALD REAGAN SLY <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdeslgngroupxom <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: 813-886-262S <br />FAX: 813-886-2802 <br />annmr! <br />D TE 07/09/21 <br />SCALE: 1/4"=1'—O" <br />SHEET <br />S3.1B <br />