Laserfiche WebLink
FLOOR DECK <br />.- <br />2x8 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 />1 -- SCALE: 3/4"=1'-0 <br />USP LFTA6 W/ <br />(16) 8d COMMON NAILS 2, STUDS <br />USP LFTA6 W/ (18) 8d EACH END <br />COMMON NAILS, EACH FL#17241 <br />END EVERY STUD OR ON <br />EACH END OF "BUNDLE" <br />OF STUDS <br />PLYWOOD FLOOR <br />SHEATHING <br />t. <br />USP SPTH4/SPTH6 BTM. <br />PLATE STRAPS W/ 1 Od x 1 <br />FLOOR TRUSS OR 1/2"HDG NAILS FL#17239 <br />GIRDER TRUSS <br />WALL / FLOOR FRAMING, <br />TRUSS PARALLEL TO WALL <br />Z SCALE: 3/4"=1'-0 <br />DBL PT 2x6 BLK'NG BETWEEN <br />TRUSSES W/ 1 Od @ 3" O.C. 1ST PLY <br />INTO LEDGER AND 1 Od @ 3" O.C. <br />STAGGERED UPPER PLY INTO 2x8 <br />BELOW <br />8" CMU WALL <br />REINF PER PLAN <br />PER ELEVATION <br />O ; <br />V1 = <br />PER ELEVA ON ¢ <br />1X2 FIRE -STOP <br />T 1 <br />81 <br />#B WOOD SCREWS : <br />x 2" LONG @ 3" O.C.; <br />STAGGERED OFF <br />CENTERLINE OFF 2x6; MI <br />3/4" AS SHOWN <br />USP A3 EA. <br />TRUSS ''�I�y <br />s /R <br />NAILING PATTERN <br />PRE-ENGINEERED WOOD <br />FLOOR TRUSSES (SEE <br />DBL 2X_ LEDGER FRAMING PLAN) <br />SEE SCHEDULE <br />7 <br />SECTION DETAIL <br />AT TRUSSES BEARING <br />ON EXTERIOR WALL <br />SCALE: 3l4"=1'-0" <br />#8 WOOD SCREWS x Z' <br />LONG @ 3" O.C.; <br />STAGGERED HI <br />AS SHOWN IN , <br />DBL 2X8LEDGER IIj11N11 <br />TO CMU W/ 1/2" EXP. BOLT <br />8" CMU WALL AT 16" O.C. AND 8" FROM pl <br />REINF PER PLAN END W/ MIN 5.1/2" EMBED. <br />FLOOR DECK <br />fa <br />PER ELEVATION !4„ <br />O 3Z NAILNG PATTERN <br />to O= <br />PE EL NATION m- <br />24" M PRE-ENGINEERED WOOD <br />2x4 P.T. CEILING FLOOR TRUSSES (SEE <br />NAILERWI FRAMING PLAN) <br />MASONRY NAILS <br />@ 12" O.C. <br />1X2 FIRE -STOP SECTION DETAIL <br />AT TRUSSES PARALLEL <br />TO EXTERIOR WALL <br />4 SCALE: 3/4"=1'-T <br />2x STUDS PER PLANS <br />2x STUDS PER PLANS <br />DBL PT 2x6 BLK'NG BETWEEN <br />TRUSSES W/ 1Od @ 3" O.C. 1ST PLY <br />FLOOR DECK <br />2x4 CONT. W/ (8) 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)1;d <br />STRUCTURAL SHEATHING <br />(TOP 2X4 SUPPORTS ST. <br />BELOW <br />STAGGERED OFF <br />CENTERLINE OFF 2x8; <br />NAILS @ EA. END <br />MUST NOT BREAK WITHIN <br />PLATE OF 2ND fLR) <br />3/4" AS SHOWN <br />2x4 BRACE @ 48" O.C. w/ (5) i 2tl <br />1'•4" MIN. FROM 2ND. FUR. <br />FLOOR DECK <br />NAILS @ EA. END <br />LINE <br />2x6 CONT. W/ (8) 16d NAILS <br />DBL 2X8 LEDGER <br />TO CMU W/ 1/2" EXP. BOLT NI <br />8d RING SHANK NAILS @ 4" O.C. MAX <br />@ ST. OF FLOOR TRUSS <br />(BT. 2X8 IS FOR WALL <br />8" CMU WALL <br />REINF PER PLAN <br />AT 16" O.C. AND 8" FROM <br />INTO BLOCKING <br />SHEATHING NAILER) <br />END W/ MIN 5-1/2" EMBED. <br />16d NAILS @ 8" O.C. MAX <br />1X2 FIRE -STOP <br />PER ELEVATION <br />FLOOR DEC !4„ <br />PER ELEVATION PER ELEVATION <br />LL <br />O ; <br />Az <br />NAILING PATTERN <br />N <br />PER VATION a <br />PER ELEVATION PER ELEVATIO <br />2x4 P.T, CEILING <br />24" MA PRE-ENGINEERED WOOD <br />PRE-ENGINEERED WOOD <br />NAILER W/ <br />FLOOR TRUSSES (SEE <br />FLOOR TRUSSES (SEE <br />MASON RV NAILS <br />FRAMING PLAN) <br />PRE-ENGINEERED WOOD <br />FRAMING PLAN) <br />@12"OA. <br />FLOOR TRUSSES (SEE <br />SEE SCHEDULE FOR SEE SCHEDULE FOR <br />USP HTA16 @ EVERY <br />REPAIR DETAIL IF <br />FRAMING PLAN) <br />BOND BEAM RED.. BOND BEAM REO. <br />TRUSS (VERIFY W/ <br />i X2 FIRE -STOP <br />LEDGER INSTALLED TOO LOW <br />USP HTAI6@32". <br />TRUSS <br />MAX. <br />FL#17680 <br />AT TRUSSES PARALLEL <br />(VERIFYW/TRUSS <br />SECTION DETAIL <br />TO EXTERIOR WALL <br />PLAN) #1768 FL 0 <br />AT PARALLEL /PERPENDICULAR <br />5 <br />SCALE: 3/4"�,•-0" <br />(,���PRE-ENG <br />FLOOR TRUSSES <br />NOT USED <br />PRE-ENG GABLE TRUSS <br />2x4 BLOCKING BETWEEN TRUSSES <br />STRAP TRUSS TO PL. <br />PRE-ENG <br />AT FIRST TWO BAYS O.C. <br />O PRE-ENG'D WOOD <br />SEE SCHED. BELOW <br />ROOF TRUSS <br />SHEATHING SEAMS) (BLOCKING <br />TRUSS (TYP) @ 24" O.C. <br />NOT SHOWN FOR CLARITY) <br />MAX <br />PERE EVATION <br />FOR STRAPPING <br />O <br />VERIFY <br />PRE-ENG ROOF TRUSS <br />SECURE 2x8 PT. PLATE TO BLK <br />W/ TRUSS PLAN <br />TRUSS TO TOP PLATE <br />5/W GYPSUM BOARD OR 1/2•' HIGH <br />W! 1/2" DIA. ANCHOR BOLT W/ 7' <br />A - USP MTW-12 U c 1195 LBS <br />STRENGTH CLG. BOARD <br />4x4/4x6 SYP NO.2 <br />WASHER SET IN HIGH <br />W/ (14).10d GALV. COMMON <br />SECURE TRUSS TO TOP PLATE .1 (2) <br />WOOD POST TO <br />STRENGTH EPDXY 6" MIN. <br />NAILS. <br />16d TOENAILS <br />SLAB. SEE <br />EMBED. AT 32" OC MAX, <br />B - (2)USP MTW-12 U c 2390 <br />DOUBLE TOP PLATE <br />SCHEDULE <br />SECURE GABLE TO 2x8 P.T. <br />LBS W/ (ib) 70d GALV. <br />BELOW FOR <br />PLATE W! 12d's 8" O.C. MAX <br />COMMON NAILS EA. <br />2x4 OR 2x6 WOOD BEARING <br />CONNECTION <br />WALL W/ SYP No 2 STUDS SEE <br />FL#17239 <br />FOR SPACING. SINGLE <br />CONCPLANS <br />POURED <br />BTM. PLATE TO BE PT. <br />LINTEL INTS COURSE <br />L <br />PROVIDE DBL, TOP PLATE <br />PROVIDE BLOCKING <br />•p• <br />USP SPTH4 OR SPTHB BTM <br />1/2" GYP. WL. BD. <br />AND TOP PLATE ANCHORS W! <br />x 1 112" COMMON NAILS <br />SECUREA <br />SECURE BT. PLATE TO SLAB W/ <br />CONTIOd <br />SECUREDLED@ 0d's@EACH <br />FILL ALL HOLES, DO NOT USE <br />10d x 3" <br />WEDGE ANCHOR 2" <br />WASHER SET IN HIGH STRENGTH <br />q�� <br />TRUSS/YYOOD POST CONNECTIONS <br />TRUSS2x4 <br />TRUSS TO BE INSTALLED @ 10'-0" O.C. MAX. <br />EPDXY 5-1/2" EMBED. MIN. @ 16" <br />j Oa 10b 10c <br />OC MAX. <br />SCALE: 3/4"=1'4" <br />GABLE END BRACING W/ PRE-ENG <br />GABLE TRUSS @ CMU WALL <br />°" <br />8 <br />SCALE: 3/4"=1'-0" <br />° " <br />TRUSS TO POST CONNECTION <br />A - USP MTW-12 U c 1195 LBS W/ (14)1Od GALV. COMMON NAILS. FL#17244 <br />• ! <br />B - USP HTW-20 U < 2045 LBS W/ (20)1 Od VALV, COMMON NAILS. FL#, 7244 <br />C - USP MUGT/PHD4A U c 3716 LBS MUGT TO TRUSS W/ (4)10d GALV. <br />COMMON NAILS TOP, (8)10d GALV. COMMON NAILS FACE, (12) 10d <br />COMMON NAILS BACK, (1) 518-A.T.R. TO PHD4A AND (10) WS3 WOOD <br />TRUSS CONNECTION @ L.B.W. <br />SCREWS TO POST FL#1 7240/FL#1 72419 <br />9a gb <br />POST TO SLAB CONNECTION <br />SCALE: 3/4".1'-0" <br />ABB - USP PAU44 POST BASE cU:2,265 G:6,775 W! 5/8 DIA. x 6" EXP. BOLT FL#17239 <br />USP PAU46 POST BASE cU:2,265 GA 3.815 W/ 5/8 DIA. x 6" EXP. BOLT F1_#17239 <br />C . USP HTT4 POST ON SLAB cU:4,465 W/ 5/8" A.B. WITH MIN. T' EMBEDMENT TO SLAB <br />& (20) 16d x 2-1/2" NAILS TO POST. FL#17324 <br />1441. N. RONALD REAGAN 81. <br />LONGWOOD, FL 32750 <br />PH: 407-774.6078 <br />FAX:407.774.4078 <br />www.s bdeslgngroup.com <br />L AA #: 0003325 <br />y <br />0 <br />sho <br />C <br />a <br />9 <br />19L78DIV. ds LOT: <br />SILVERADO <br />LOT 6 <br />BLK 12 <br />PROJECT* <br />04128.001-06121 <br />MODEL: <br />4EHB <br />"2605-HAYDEN" <br />GARAGE SWING: <br />RIGHT <br />PAGE: <br />DETAILS <br />150 MPH EXP. B <br />PRINT -1 <br />DATIM 08/16/18 <br />SCALE: 1/4"=1'-O" <br />SHEET <br />S3.1B <br />