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FLOOR DECK <br />UJW7 <br />2x6 PT TERMINATION <br />2x4 STRONGBACK SECURED TO BLOCKING SECURED TO WALL <br />EACH TRUSS W/ (3)18d COMMON W/ (6) 3/18" ° z 4 TAPCONS <br />NAILS PROVIDE 2-TRUSS LAP <br />SPLICE LOCATED EITHER TOP OR <br />BOTTOM OF FLOOR TRUSS, <br />TYPICALLYINEE BUG REFER TO <br />TRUSS ENGINEERING <br />2x4 STRONGBACK, <br />FLOOR BRACING <br />SCALE: 3/4"=l'-0' <br />USP LFTAB W/ <br />(16) Bd COMMON NAILS 2x STUDS <br />USP LFTAB W/(16) Bd EACH END <br />COMMON NAILS, EACH FL#17244 <br />END EVERY STUD OR ON <br />EACH END OF "BUNDLE" <br />OF STUDS <br />PLYWOOD FLOOR <br />SHEATHING <br />7 <br />USP SPTH4/SPTHB BTM. <br />PLATE STRAPS F 17 x1 <br />FLOOR TRUSS OR 12"HDG NAILS FI#17239 <br />GIRDER TRUSS <br />WALL / FLOOR FRAMING, <br />TRUSS PARALLEL TO WALL <br />2 SCALE: 3/4"=1'-0' <br />DBL PT 24 BLK'NG BETWEEN <br />TRUSSES W/ 10d 3" O.C. 1ST PLY <br />INTO LEDGER AND 10d 0 3" O.C. <br />STAGGERED UPPER PLY INTO 2x8 <br />BELOW <br />V.CMU WALL <br />REINF PER PLAN <br />PER ELEVA <br />LL <br />�z <br />PER E TI <br />1X2 FIRE -STOP <br />#8 WOOD SCREWS <br />x 2" LONG Q 3" 0. C.; <br />STAGGERED OFF <br />CENTERLINE OFF 2x8; MI <br />3/4 AS SHOWN <br />USP A3 EA <br />TRUSS /4" <br />Y <br />NAM.IKIPATIERN <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 />SCALE: 314"=1'-0" <br />#8 WOOD SCREWS x T <br />LNG Q T O.C.; <br />STAGGERED NI <br />AS SHOWN <br />DBL 2X8 LEDGER <br />TO CMU W/ 1/2" EXP. BOLT PIT <br />B" CMU WALL AT 18" O.C. AND 6' FROM <br />REINF PER PLAN END W/MIN 5-12' EMBED. <br />FLOOR DECK <br />PER ELEVATION l4" <br />LL 44 <br />0 ��� NNLNGPAT7ERN <br />PER ELEVATI Ez <br />24" M PRE-ENGINEERED WOOD <br />2x4 P.T. CEILING FLOOR TRUSSES (SEE <br />NAILER W/ FRAMING PLAN) <br />MASONRY NAILS <br />Q 1T' O.C. <br />1X2 FIRE -STOP <br />SECTION DETAIL <br />AT TRUSSES PARALLEL <br />TO EXTERIOR WALL <br />SCALE: 3/4"=1'-0' <br />2x STUDS PER PLANS <br />2x STUDS PER PLANS <br />DSL PT 2x8 BLK'NG BETWEEN <br />TRUSSES W/ 10d (a 3° O.C. 1ST PLY <br />FLOOR DECK <br />2x4 CONT. W/ (8)16d NAILS <br />INTO LEDGER AND 10d 0 T O.C. <br />#8 WOOD SCREWS <br />NOTE: <br />CTOP P O FUR TRUSS <br />STAGGERED UPPER PLY INTO 2x8 <br />x 2" LNG Q 3" O.C; <br />MI <br />2.4 BLOCKING 0 EA BRACE. <br />STRUCTURAL SHEATHING <br />RTSS BT. <br />BELOW <br />STAGGERED OFF <br />TOENAIL INTO TRUS W/(4)16d <br />NAILS 0 EA END <br />MUST NOT BREAK W4THIN <br />PLATE OF 2ND FUR) <br />CENTERLINE OFF 2x8; <br />3/4" AS SHOWN <br />2.4 BRACE 0 46" O.C. W (5) 12d <br />14" MIN. FROM 2ND. FLR. <br />FLOOR DECK <br />NAILS 0 EA END <br />LINE <br />2.6 CONT. W/ (8)16d NAILS <br />DBL 2X8 LEDGER <br />70 CMU W/ 1/2" EXP. BOLT <br />Bd RING SHANK NAILS 0 4" O.C. MAX <br />0 ST. OF FLOOR TRUSS <br />8"CMU WALL <br />REINF PER PLAN <br />AT 16" O.C. AND 6' FROM <br />END W/ MIN 5-12' EMBED. <br />1 <br />INTO BLOCKING <br />16d NAILS Q 8" O.C. MAX <br />(ST. 2X6 IS FOR WALL <br />SHEATHING NAILER <br />FIRESTOP <br />PER ELEVATIONIL <br />FLOOR DE /4�� <br />PER ELEVATION ELEVATION <br />LL Y <br />�= <br />NAILING PATTERN <br />0 <br />O QI a <br />I <br />p O�z <br />Ak PER ELEVATION R ELE [ON jh <br />2x4 P.T. CEILING <br />24" M PRE-ENGINEERED WOOD <br />PRE-ENGINEERED WOOD <br />NAILER W/ <br />FLOOR TRUSSES (SEE <br />FLOOR TRUSSES (SEE <br />MASONRY NAILS <br />FRAMING PLAN) <br />PRE-ENGINEERED WOOD <br />FRAMING PLAN) <br />Q,T D.D. <br />FLOOR TRUSSES (SEE <br />FOR SE <br />USP HTA18 0 EVERY <br />ww <br />REPAIR DETAIL IF <br />FRAMINGPLAN) <br />BOND BEAM REQ.BOND BEAM RED. <br />TRUSS (VERIFY W/ <br />IX2 FIRE -STOP <br />LEDGER INSTALLED TOO LOW <br />USP HTA16 0 32" O.C. <br />TRUSS PLAN) <br />FL#17880 <br />AT TRUSSES PARALLEL <br />(VERIFYW/TRUS <br />SECTION DETAIL <br />TO EXTERIOR WALL <br />PLAN)FL#17680 <br />AT PARALLEL / PERPENDICULAR <br />5 <br />SCALE:34"=r-6' <br />PRE-ENG FLOOR TRUSSES <br />NOT USED <br />6 <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 WOOD <br />SEE SCHED. BELOW <br />ROOF TRUSS <br />SHESEAMS) (BLOCKING <br />TRUSS (TYP) <br />0 24" O.C. <br />NOT SHOWN FOR CLARITY) <br />MAX <br />0 <br />R EL VATION <br />FOR STRAPPING <br />O <br />VERIFY <br />PRE-ENG ROOF TRUSS <br />SECURE 2x8 PT. PLATE TO BILK <br />W/ TRUSS PLAN <br />TRUES TO TOP PLATE <br />516" GYPSUM BOARD OR 12' HIGH <br />W/ 12" DIA. ANCHOR BOLT W7T <br />•��,� <br />A- USP MT V-12 U < 1195 LBS <br />STRENGTH CLG. BOARD <br />4z4/4x6 SYP NO, 2 <br />WASHER SET IN HIGH <br />W/ (14) 10d GALV. COMMON <br />SECURE TRUSS TO TOP PLATE w/(2) <br />WOOD POST TO <br />STRENGTH EPDXY V' MIN. <br />NAILS. <br />18d TOENAILS <br />SLAB. SEE <br />EMBED. AT 32" OC MAX <br />B - (2)USP MTW-12 U < 2390 <br />DOUBLE TOP PLATE <br />SCHEDULE <br />SECURE GABLE To 2x8 P.T. <br />LBS W/ (14) 10d GALV. <br />BELOW FOR <br />PLATE W/ 12d's 8" O.C. MAX <br />COMMON NAILS EA <br />2x4 OR 2x8 WOOD BEARING <br />WALL W/ SYP No 2 STUDS SEE <br />CONNECTION <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 />- <br />• <br />PROVIDE BLOCKING <br />o• <br />USP SPTH4 OR SPTHB BTM <br />12" GYP. WL BD. <br />AND TOP PLATE ANCHORS W/ <br />10d x 1 12" COMMN NAILS <br />SECURE BT. PLATE TO SLAB W/ <br />CONT. 2x4 SECURED W/ (2)10d's Q EACH <br />FILL ALL HOLES, DO NOT USE <br />,0d <br />12"x9" WEDGE ANCHOR W/T' <br />WASHER SET IN HIGH STRENGTH <br />TRUSS/WOOD POST CONNECTIONS <br />TRUSS TO BE INSTALLED Q 10'O.C. <br />-0" <br />MAX. <br />xT <br />EPDXY 5-12" EMBED. MIN. 016' <br />.L .1 <br />I Oa 10b 1 OCi <br />OC MAX <br />SCALE yq"=1'_0' <br />GABLE END BRACING W/ PRE-ENG <br />GABLE TRUSS Q CMU WALL <br />• <br />TNUggTppOgTCONNECTION <br />SCALE: 314'"=1'-0' <br />a• <br />• I. <br />A - USP MTW-12 U: 1195 LBS W/ (14)10d GALV. COMMON NAILS. FL#17244 <br />B - USP HTW-20 U < 2045 LBS W/ (20) I0d VALV. COMMON NAILS. FL#17244 <br />C - USP MUGT/PHD4A U < 3715 LBS MUGTTO TRUSS W/(4)10d GALV. <br />COMMON NAILS TOP, (6) 10d GALV. COMMON NAILS FACE, (12)10d <br />COMMON NAILS BACK,(1) 5/8—A.T.R. TO PHD4A AND(10) W53 WOOD <br />BCREWS 70 POST FL#17240/FL#172419 <br />TRUSS CONNECTION L.B.W. <br />P06T T08LAB <br />9a gb <br />CONNECTION <br />SCALE: 3/1"=1'_0" <br />A&B - USP PAU44 POST BASE <U:2,265 G:6,775 VW 5M DIA x 6" EXP. BOLT FL#17239 <br />USP PAU46 POST BASE <U:2,265 G:13,815 W/ SM DIA x 6' EXP. BOLT FL#17239 <br />C - USP HTT4 POST ON SLAB <U:4,465 W/ 5/8" AB. MATH MIN. T' EMBEDMENT TO SLAB <br />S (20)16d x 2-1/2'NAILS TO POST. FL#17324 <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774.6078 <br />FAX: 407.7743078 <br />www.ebdesi8n8roup.com <br />AA #: 0003325 <br />m <br />C <br />k <br />Y <br />SvaD:v. & LOT: <br />SILVERADO <br />LOT #52 <br />BLK #6 <br />PROJNCT# <br />4 8. 2-5206 <br />MODzu. <br />4ENB <br />"1751—NEUVILLE" <br />OARA Z Sr►nms: <br />LEFT <br />PACE: <br />DETAILS <br />50 MPH EXP. 50 <br />24 <br />DATE: 01/SB/19 <br />8CALM 1/4-=V-0" <br />sDIZ= <br />S3.1B <br />