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FLOOR DECK <br />216 PT TERMINATION <br />2c4 STRONGBACK SECURED TO BLOCKING SECURED TO WALL <br />EACH TRUSS W/ (3) 16d COMMON W/ (6) 3116' ° x 4 TAPCONS <br />NAILS PROVIDE 2-TRUSS LAP H <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" ON <br />OF STUDS <br />PLYWOOD FLOOR <br />SHEATHING <br />If <br />2 /m <br />SIMPSON SPH4/SPH6 BTM. <br />PLATE STRAPS W/ 10d x 1 <br />FLOOR TRUSS OR 1/2" HDG NAILS <br />GIRDER TRUSS <br />WALL / FLOOR FRAMING, <br />TRUSS PARALLEL TO WALL <br />SCALE: 3/4"=1'-0' <br />DBL PT 2x6 BLK'NG BETWEEN <br />TRUSSES W/ 10d @ W O.C. 1ST PLY <br />STAGG REDINTORUP ERANDOPLYY INTO 2x6 <br />BELOW <br />8"CMU WALLAS <br />REINF PER PLAN <br />PER LEVATION J& <br />O SZ <br />D= UU <br />rY <br />Iw <br />PER ELEVATION z <br />1X2 FIRE -STOP <br />#8 WOOD SCREWS 'k _ <br />x 2' LONG @ 3" O.C.; Nll <br />STAGGERED OFF <br />CENTERLINE OFF2x6; MI <br />SHOWN <br />SIMPSON A23 <br />EA. TRUSS I' a/4., <br />NuPATTuNG PATrEwI <br />PRE-ENGINEERED WOOD <br />FLOOR TRUSSES (SEE <br />DBL 2)LEDGER FRAMING PLAN) <br />SEE SCHEDULE <br />SECTION DETAIL <br />AT TRUSSES BEARING <br />8 ON EXTERIOR WALL <br />2x STUDS PER PLANS <br />2x STUDS PER PLANS <br />DBL PT 2x6 BLK'NG BETWEEN <br />TRUSSES W/ 10d N W O.C. 1ST PLY <br />FLOOR DECK <br />2x4 CONT. W/ (4)16d NAILS <br />INTO LEDGER AND 10d @ 3" O.C. <br />#8 WOOD SCREWS <br />NOTE: <br />@ TOP OF FLR TRUSS <br />STAGGERED UPPER PLY INTO 2x6 <br />x 2" LONG @ 3" O.C.; <br />NI <br />2x4 BLOCKING @ EA. BRACE. <br />TOENAIL INTO TRUSS W/ (4) 16d <br />STRUCTURAL SHEATHING <br />(TOP 2X4 SUPPORTS ST. <br />BELOW <br />STAGGERED OFF <br />NAILS @ EA END <br />MUST NOT BREAK WITHIN <br />PLATE OF 2ND FLR) <br />CENTERLINE OFF 2x6; _ <br />3!4" AS SHOWN <br />2x4 BRACE @ 48" O.C. w! (5)12d <br />1'-0" MIN. FROM 2ND. FLR. <br />FLOOR DECK <br />NAILS @ EA. END <br />LINE <br />2x6 CONT. W/ (8) 16d NAILS <br />DBL 2X8LEDGER <br />TO CMU W/ 1/Z' EXP. BOLT MI <br />Bd RING SHANK NAILS ®4" O.C. MAX <br />a BT. OF FLOOR TRUSS <br />(ST 2X6 IS <br />8"CMU WALL <br />AT 16" O.C. AND 8" FROM <br />INTO BLOCKING <br />SHEATHING NAILER)L <br />REINF PER PLAN <br />END W/ MIN 5-1/2" EMBED. <br />16tl NAILS 8" O.C. MAX <br />1X2 FIRE -STOP <br />PER ELEVATION <br />FLOOR DEC Ie/4. <br />PER ELEVATION PER ELEVATION <br />0 fiU, . <br />NAILING PATTERN <br />2 QW <br />� <br />PER ELEVATIONm r-�K <br />PER ELEVATION PER E EVATION <br />24 PRE-ENGINEERED WOOD <br />PRE-ENGINEERED WOOD <br />2x4 P.T. CEILING <br />FLOOR TRUSSES (SEE <br />FLOOR TRUSSES (SEE <br />NAILER W/ <br />FRAMING PLAN) <br />PRE-ENGINEERED WOOD <br />FRAMING PLAN) <br />MASONRY NAILS <br />a,2 D.C. <br />FLOOR TRUSSES (SEE <br />SEE SCHEDULE FOR SEE SCHEDULE FOR <br />SIMPSON HETA-16 <br />REPAIR DETAIL IF <br />FRAMING <br />BOND BEAMREq. BOND BEAMREq.EVERY <br />TRUS <br />1X2 FIRE -STOP <br />LEDGER INSTALLED TOO LOW <br />SIMPSON HETA-i6 <br />W//TRUSS PSANRIFY <br />AT TRUSSES PARALLEL <br />(VERIFYW/TRU 5 <br />SECTION DETAIL <br />TO EXTERIOR WALL <br />PLAN) <br />AT PARALLEL / PERPENDICULAR <br />5 <br />SCALE:34"=1'-9" <br />PRE-ENG3FLOOR TRUSSES <br />NOT USED <br />6 <br />O <br />PRE-ENG GABLE TRUSS <br />2/4 BLOCKING BETWEEN TRUSSES <br />STRAP TRUSS TO PL. <br />PRE-ENG <br />AT FIRST TWO BAYS 4-'O.C. (AT <br />O PRE-ENG'D WOOD <br />SEE SCHED. BELOW <br />A <br />Nk <br />ROOF TRUSS <br />SHEATHING SEAMS) (BLOCKING <br />TRUSS (TYP) <br />@ 24" O.C. <br />NOT SHOWN FOR CLARITY) <br />MAX <br />PER ELEVATION 'JI4 <br />I <br />FOR STRAPPING <br />III <br />VERIFY <br />NG ROOF TRUSS <br />SECURE 2x6 PT. PLATE TO BLK <br />W/ TRUSS PLAN <br />TRUSS TO TOP PLATEYPSUM <br />BOARD OR 1/Z' HIGH <br />W/ 1!Z' DIA. ANCHOR BOLT W/ Z' <br />A- SIMPSON MTS12GTH <br />CLG. BOARD <br />4x4/4x6 SYP NO, 2 <br />WASHER SET IN HIGH <br />U < 990 LBS W/ (14)10dRE <br />TRUSS TO TOP PLATE W (2) <br />WOOD POST TO <br />STRENGTH EPDXY 6' MIN. <br />GALV. NAILS. <br />To <br />SLAB. SEE <br />EMBED. AT 32' OC MAX. <br />B - T SIMPSON MTS12LE <br />TOP PLATE <br />F2x40R <br />SCHEDULE <br />SECURE GABLE TO 2x8 P.T. <br />U < 1420 LBS W/ (14) 10d <br />BELOW FOR <br />PLATE W/ 12d's 8" O.C. MAX <br />GALV. NAILS EA. STRAP <br />2v6 WOOD BEARING <br />CONNECTION <br />W/ SYP No 2 STUDS SEE <br />FL#17239 <br />FOR SPACING. SINGLE <br />CONC.POURED <br />LATE TO BE PTLINTEL <br />COURSE <br />DE DBL. TOP PLATE <br />OVIDE BLOCKING <br />SIMPSON SPH4 OR SPH6 BTM <br />1/2" GYP. WL. BD. <br />AND TOP PLATE ANCHORS W/ <br />10d x 1 1/2" COMMON NAILS <br />SECURE ST. PLATE TO SLAB W/ <br />CONS. 2x4 SECUREDLED <br />EACH <br />FILL ALL HOLES, DO NOT USE <br />10dx3„ <br />1/2'W' WEDGE ANCHOR W/ 2' <br />WASHER SET IN HIGH STRENGTH <br />TRUSS/WOOD POST CONNECTIONS <br />101-0" <br />TRUSS TO BE INSTALLED 10-0" O.C. MAX, <br />EPDXY 5-1/2" 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 />�� <br />8 <br />TRUSS TO POST CONNECTION <br />SCALE: 3 4"=1'-0" <br />° <br />A - SIMPSON MTS-12 U < 990 LBS W/ (14)10d GALV. NAILS. <br />• <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"xa'SDS, (1) 5/8"° A.T.R. TO HDU4 AND (10) 1/4" X 21l2" SDS TO POST <br />CONNECTION @ L.B.W. <br />9a S,��TRUSS <br />POST TO SLAB CONNECTION <br />SCALE: 3W=1'-0' <br />A&B - SIMPSON ABU44Z POST BASE <U:1,900 G:5,660 W/ 518 DIA. x 6" EXP. BOLT <br />SIMPSON ASU46Z POST BASE <U:2,300 G:10,335 W/ 5/8 DIA. x 6" EXP. BOLT <br />C - SIMPSON HTT5 POST ON SLAB <UA 565 W/ 5/8" AB. WITH MIN. T' <br />EMBEDMENT TO SLAB 8 (26)16d x 2-'IYY' NAILS TO POST. <br />A t C N I T I CT 3 <br />G esi In <br />141 N. RONALD REAGAN BL) <br />LONGWOOD, FL 32780 <br />PH: 407-774.8078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />z�0 <br />a <br />$r <br />N <br />E <br />SILVERADO <br />LOT#11 <br />BLK#10 <br />PROJECT* <br />03719.001-11101 <br />MODEI,c <br />"2045-LANTANA" <br />GARAGE SWING: <br />RIGHT <br />PAGE: <br />DETAILS <br />50 MPH EXP. <br />