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USP LFTAB W/ (16) Sd <br />COMMON NAILS, EACH <br />END EVERY STUD OR ON <br />EACH END OF "BUNDLE' <br />OF STUDS <br />PLYWOOD FLOOR <br />SHEATHING <br />USP LFTA6 WI <br />(16) So COM�N NAR s <br />EACH END <br />FL#17244 <br />WOIST LVL_/ V;P TESTRAPS WI10dx1 <br />1/2' HDG NAILS FU M7239 <br />WALL / FLOOR FRAMING, <br />2 I -JOIST PARALLEL TO 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 O W000 <br />SHEATHING SEAMS) (BLOCKING�.�PRE-ENGO <br />TRUSS (TYP) 24" O.C. <br />NOT SHOWN FOR CLARITY) MAX <br />2X4 DIAGONAL STM. CHORD <br />BRACING. SEE PLAN FOR <br />LOCATION FOR STRAPPING <br />VERIFY <br />SECURE 2x6 PT. PLATE TO BLK W/ TRUSS PLAN <br />W/ 112" DIA. ANCHOR BOLT W/ 2" <br />WASHER SET IN HIGH <br />STRENGTH EPDXY 8" MIN. <br />EMBED. AT 32" OC MAX. <br />SECURE GABLE TO 2x8 P.T. <br />PLATE W/ 12d's 8' O.C. MAX <br />CONC. POURED <br />LINTEL COURSE <br />CONT. 2x4 SECURED W/ (2)10d's C EACH <br />TRUSS TO BE INSTALLED 0 10'-0' O.C. MAX <br />GABLE END BRACING W/ PRE-ENG <br />GABLE TRUSS @ CMU WALL <br />8 SCALE: 3/4"=1'-0" <br />8" CMU WALL — <br />REINF PER PLAN <br />(2) 2x4 P.T. W/ - <br />MASONRY NAILS <br />® 12" O.C. <br />1X2 FIRE -STOP <br />STRAP TRUSS TO PL. <br />SEE SCHED. BELOW <br />#8 WOOD SCREWS <br />x 2' LONG @ 3" O.C.; <br />STAGGEREDOFF <br />CENTERLINE <br />3/4' AS SHOWN <br />JAN <br />/4" <br />a -JOIST (SEE <br />SOREW PATTERN <br />NI FRAMING PLAN) <br />BL 2X12 SYP #2 LEDGER. SEE <br />BOLT SCHEDULE, 101S3.1A. <br />SECTION DETAIL <br />AT I -JOISTS PERPENDICULAR <br />3 TO EXTERIOR WALL <br />SCALE: 3/4'=1'•0' <br />TRLM TO TOP PLATE <br />A - USP MTW-12 U - 1195 LBS <br />W/ (14) 10d GALV. COMMON <br />NAILS. <br />B - (2)USP MTW-12 U < 2390 <br />LBS W/ (14) 10d GALV. <br />COMMON NAILS EA. <br />USP SPTH4 OR SPTH6 BTM <br />AND TOP PLATE ANCHORS W/ <br />IOd x 1 1/2" COMMON NAILS <br />FILL ALL HOLES, DO NOT USE <br />IOd x3' <br />PRE•ENG ROOF TRUSS <br />5/8" GYPSUM BOARD OR 12' HIGH <br />STRENGTH CLG. BOARD <br />SECURE TRUSS TO TOP PLATE w/ (2) <br />16d TOENAILS <br />DOUBLE TOP PLATE <br />2x4 OR 2x6 WOOD BEARING <br />WALL W/ SYP No 2 STUDS SEE <br />PLANS FOR SPACING, SINGLE <br />BTM. PLATE TO BE PT. <br />PROVIDE OBL. TOP PLATE <br />PROVIDE BLOCKING <br />12"GYP. WL. BD. <br />SECURE BT. PLATE TO SLAB W/ <br />1/2"x9" WEDGE ANCHOR W/2" <br />WASHER SET IN HIGH STRENGTH <br />EPDXY 5-112" EMBED. MIN. 0 W <br />OC MAX. <br />TRUSS CONNECTION @ L.B.W. <br />S9a(i) <br />SCALE:34'=1'-0 <br />#8 WOOD SCREWS 2" <br />LONG a 3" O.C.; <br />STAGGERED <br />AS SHOWN <br />tL' 2X8 SYP #2 LEDGER. <br />E BOLT SCHEDULE, <br />101S3.1A. <br />8' CMU WALL <br />REINF PER PLAN <br />1' <br />PER ELEVATION f4" <br />0 'r BCREWPATTERN <br />1 .1' —1-JOIST (SEE <br />2x4 P.T. CEILING 24' M FRAMING PLAN) <br />NAILER W/ <br />MASONRY NAILS <br />® 12" O.C. <br />,X2 FIRE -STOP SECTION DETAIL <br />AT 1-JOISTS PARALLEL <br />TO EXTERIOR WALL <br />4 SCALE: 3/4"=1'-9' <br />ROOF TRUSS <br />6 SYP NO. 2 1 I <br />WOOD POST TO <br />SLAB.'11111—.1�11111 <br />SLAB. SEE <br />SCHEDULE <br />BELOW FOR <br />CONNECTION <br />FL#17239 <br />TRUSSNVOOD POST CONNECTIONS <br />10a 10b 10c SCALE: 3/4"=,'-0" <br />TRU86 7o Posr caN4Ec7LDN <br />A - USP MTW-12 U < 1196 LBS W/ (14)10d GALV. COMMON NAILS. FL#17244 <br />B . USP HTW-20 U - 2045 LBS W/ (20)10d VALV. COMMON NAILS. FL#17244 <br />C - USP MUGT/PHD4A U - 3715 LBS MUGT TO 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) WS3 WOOD <br />SCREWS TO POST FL#17240/FL#172419 <br />POBrTO BLAB CON OCTION <br />ASB - USP PAU44 POST BASE <U:2,265 G:6,T75 W/ 6/8 DIA x 8" EXP, BOLT FL#17239 <br />USP PAU46 POST BASE �U:2,265 G:13,815 W/ 518 DIA. x 6" EXP. BOLT FL#17239 <br />C - USP HTT4 POST ON SLAB-U:4,465 W/ 5/8" AB. WITH MIN. 7" EMBEDMENT TO SLAB <br />8 (20) 16d x 2-1/2" NAILS TO POST. FL#17324 <br />i441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX:4O7-774.4078 <br />wwwAbdesigngroup.com <br />AA 0: 00O3325 <br />Is <br />8 <br />eJ <br />--1 <br />as <br />nit <br />O <br />�p <br />amwiv. a LOT. <br />ABBOTT PARK <br />LOT #34 <br />BLK. #8 <br />PatOJa�CT <br />4 —4 <br />HODlIs <br />3EEB <br />"2260—EISTON" <br />OARA011 BWD90L <br />RIGHT <br />]PAGM: <br />DETAILS <br />(I— JOIST) <br />160 MPH EXP. C <br />Il/28/10aCUM 1/4"=1'-9" <br />amis=S3.1B� <br />