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tot_ ­ <br />SIMPSON HS W/ (8) Bd EACH END <br />COMMON NAILS, EACH <br />FLOOR DECK <br />END EVERY STUD OR ON <br />EACH END OF "BUNDLE" <br />OF STUDS <br />PLYWOOD FLOOR <br />F <br />SHEATHING <br />DBL PT 2x6 BLK'NG BETWEEN <br />TRUSSES W/ 10d 0 3" O.C. 1 ST PLY <br />INTO LEDGER AND 10d 0 3" O.C. <br />STAGGERED UPPER PLY INTO 2x6 <br />BELOW <br />8"CMU WALL— <br />REINF PER PLAN <br />2x6 PT TERMINATION ( GU <br />2x4 STRONGBACK SECURED TO BLOCKING SECURED TOO WALL <br />EACH TRUSS W/ (3)16d COMMON WI (6) 3/16' ° x 4 TAPCONS <br />NAILS PROVIDE 2-TRUSS LAP <br />SPLICE LOCATED EITHER TOP OR 1X2 F <br />BOTTOM OF FLOOR TRUSS, SIMPSON SPH4/SPH6 BTM. <br />TYPICALLY 10'-0" BUT REFER TO FLOOR TRUSS OR PLATE STRAPS W/ 10d x 1 <br />TRUSS ENGINEERING GIRDER TRUSS 1/7' HDG NAILS <br />2x4 STRONGBACK, WALL / FLOOR FRAMING, <br />(DfFLOPgOR BRACING n TRUSS PARALLEL TO WALL <br />SCALE: 3l4'"=1'-0'• G SCALE: 3l4"=1'-0 <br />2x STUDS PER PLANS <br />DBL PT 2x6 BLK'NG BETWEEN <br />TRUSSES W/ 10d G 3" O.C. 1 ST PLY FLOOR DECK <br />INTO LEDGER AND 10d 0 N O.C. #8 WOOD Q &' O.0 2x4 BLOCKING 0 EA. BRACE. NOTE: <br />SHEATHING <br />STAGGERED UPPER PLY INTO 2x6 x 7' LONG G 3" O.C.; <br />BELOW STAGGERED OFF NI TOENAIL INTO TRUSS W/ (4)16d <br />CENTERLINE OFF 2x6; NAILS 0 EA END MUST NOT BREAK WITHIN <br />3/4" AS SHOWN 2x4 BRACE 0 46' O.C. w/ (5)12d 1'-4" MIN. FROM 2NO. FUR. <br />DBL 2X8 LEDGER NAILS 0 EA END LINE <br />6' CMU WALL END WI MIN CMUAN[ EMBEDT RING SHANK NAILS 0 IV' O.C. MAX <br />&' CM PER PLANAT 16" INTO BLOCKING <br />l- 16d NAILS 0 8" O.C. MAX <br />2x4 P.T. CEILING <br />NAILER W/ <br />MASONRY NAILS <br />0 17. O.C. <br />FLOG jill�/4„ <br />NAILING PATTERN <br />FLOOR TRUSSES (SEE <br />FRAMING PLAN) <br />REPAIR DETAIL IF <br />fQR LEDGER INSTALLED TOO LOW <br />AT TRUSSES PARALLEL <br />5 TO EXTERIOR WALL <br />SCALE: 3/4„=1'-0" <br />PRE-ENG GABLE TRUSS — <br />2x4 BLOCKING BETWEEN TRUSSES <br />AT FIRST TWO BAYS 4'-0" O.C. (AT <br />SHEATHING SEAMS)(BLOCKING <br />NOT SHOWN FOR CLARITY) <br />SECURE 2x6 PT. PLATE TO BLK- <br />W/ 10 DIA. ANCHOR BOLT W/ 7 <br />WASHER SET IN HIGH <br />STRENGTH EPDXY 6' MIN. <br />EMBED. AT 32' OC MAX. <br />SECURE GABLE TO 2x8 P.T. <br />PLATE W/ 12d's 6' O.C. MAX <br />PRE-ENGINEERED WOOD <br />::::/ <br />FLOOR TRUSSES (SEE SEE SCHEDULE FOR SEE SCHEDULE FOR <br />FRAMING PLAN) BOND BEAM RED. BOND BEAM RED. <br />SIMPSON HETA-16 0 <br />3/T MAX. SECTION DETAIL <br />(VERIFYY W! TRUSS <br />PLAN) AT PARALLEL / PERPENDICULAR <br />PRE-ENG FLOOR TRUSSES <br />6 SCALE: 3/4"=1'-0 <br />PRE-ENG'O WOOD <br />TRUSS (TYP) 0 24" O.C, <br />MAX <br />FOR STRAPPING <br />VERIFY <br />W/TRUSS PLAN <br />CONC.POURED <br />LINTEL COURSE <br />CONT. 2x4 SECURED W/ (2) 10d's 0 EACH <br />TRUSS TO BE INSTALLED 0 W-a' O.C. MAX. <br />GABLE END BRACING W/ PRE-ENG <br />GABLE TRUSS @ CMU WALL <br />8 SCALE: 3/4"=1'-(W <br />STRAP TRUSS TO PL. <br />SEE SCHED. BELOW <br />TRUSS TO TOP PLATE <br />A -SIMPSON MT812 <br />U <990 LBS W/ (14) 1Gd <br />GALV. NAILS. <br />B - (2) SIMPSON MTS12 <br />U < 1420 LBS W/ (14) 10d <br />GALV. NAILS EA STRAP <br />SIMPSON SPH4 OR SPH6 BTM <br />AND TOP PLATE ANCHORS W/ <br />10d x 1 1/2" COMMON NAILS <br />FILL ALL HOLES, DO NOT USE <br />10dx 3" <br />4 1/4 <br />NI <br />#8 WOOD SCREWS �M <br />x 7'LONGa 3"O.C.; lylll�, <br />STAGGERED OFF <br />CENTERLINE OFF 2x6; NI <br />3/4" AS SHOWN <br />SIMPSON A23 JU <br />EA. TRUSS I'I R <br />NAIIJNOIIPFA-�'TTETTERN <br />PRE-ENGINEERED WOOD <br />FLOOR TRUSSES (SEE <br />DBL2X_LEDGER FRAMINGPLAN) <br />SEE SCHEDULE <br />SECTION DETAIL <br />AT TRUSSES BEARING <br />3 ON EXTERIOR WALL <br />SCALE: 3/4"=1'-0" <br />U <br />STUDS PER PLANS <br />2x4 CONT. W/ (4)16d NAILS <br />G TOP OF FUR TRUSS <br />(TOP 2X4 SUPPORTS ST. <br />PLATE OF 2ND FUR) <br />FLOOR DECK <br />24 CONT. W/ (8)16d NAILS <br />0 ST. OF FLOOR TRUSS <br />(BT. 2X61S FOR WALL <br />SHEATHING NAILER) <br />1X2 FIRESTOP <br />PRE-ENGINEERED WOOD <br />FLOOR TRUSSES (SEE <br />FRAMING PLAN) <br />SIMPSON HETA-16 0 <br />EVERY TRUSS (VERIFY <br />W/ TRUSS PLAN) <br />PRE-ENG ROOF TRUSS <br />W, GYPSUM BOARD OR 1/7' HIGH <br />STRENGTH CLG. BOARD <br />SECURE TRUSS TO TOP PLATE w/ (2) <br />16d TOENAILS <br />DOUBLE TOP PLATE <br />2.4 OR 216 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 />PROVIDE BLOCKING <br />1/7' GYP. WL. BD. <br />SECURE ST. PLATE TO SLAB W/ <br />117W' WEDGE ANCHOR W/7' <br />WASHER SET IN HIGH STRENGTH <br />EPDXY 5-lrZ' EMBED. MIN. 016" <br />OC MAX. <br />TRUSS CONNECTION L.B.W. <br />9a 9b SCALE: 3/4"=T-0' <br />ROOF TRUSS <br />4x4/4x6 SYP NO. 2 <br />WOOD POST TO <br />SLAB. SEE <br />SCHEDULE <br />BELOW FOR <br />CONNECTION <br />FL#17239 <br />• -0 <br />:0 : <br />TRUSSNVOOD POST CONNECTIONS <br />10a 10b 10C SCALE; 3/4"=,.a• <br />TRU88 TO POBT CONNECTION <br />A - SIMPSON MTS-12 U < 990 LBS W/ (14) 10d GALV. NAILS. <br />B - SIMPSON HTS-20 U < 1310 LBS W/ (20)10d GALV. NAILS. <br />C-2-PLYSIMPSON VGT/HDU4 U <4565 LBS VGT TO TRUSS W/ (16) <br />1/4"x3"SDS, (1) 5/8- AT.R. TO HDU4 AND (10) 1/4" X 21/7' SDS TO POST <br />POST TO BLAB CONNECTION <br />A8B - SIMPSON ABU44Z POST BASE <U:1,900 G:5,660 W/ 518 DIA. x W EXP. BOLT <br />SIMPSON ABU46Z POST BASE <U:2,300 G:10,335 W/ 518 DIA. x 6' EXP. BOLT <br />C - SIMPSON HTT5 POST ON SLAB <U:4,565 W/ 5W AB. WITH MIN. i' <br />A R C N I T[ C T 8 <br />Grou i In <br />43 N. RONALD REAGAN BL) <br />LONGWOOD, FL327E0 <br />PH: 407-774.6078 <br />FAX: 407-7744078 <br />www.abdoeigngroup.com <br />AA #: 0003325 <br />y� <br />N <br />aUNDM Se T.or. <br />SILVERADO <br />LOT #17 <br />BLK. #14 <br />PROJECT <br />03719.00t-17141 <br />MoDzu <br />"2558-HAWTHORNE" <br />GARAGE ewuTC: <br />RIGHT <br />PACE: <br />DETAILS <br />150 H EXP. B <br />