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FLO-OR DECK <br />H H <br />F=L El <br />H R <br />2.6PT TERMINATION 14 H <br />2x4 STRONGRACK SECURED TO BLOCKING SECURED TO WALL <br />EACH TRUSS W/ (3) 16d COMMON W/ (6) 3/iS­ x 4 TAPCONS <br />NAILS PROVIDE 2-TRUSS LAP <br />SPLICE LOCATED EITHER TOP OR <br />OT <br />B TOM OF FLOOR TRUSS, <br />TYPICALLY 101-0' BUT REFER TO <br />TRUSS ENGINEERING <br />2x4 STRONGBACK, <br />FLOOR BRACING <br />SIMPSON H6 W/ <br />(8)8d COMMON NAILS 2x LIDS <br />S MPSON H6 W/ (8) 8d EACH END <br />IN <br />COMMON NAILS, EACH <br />END EVERY STUD OR ON <br />EACH END OF'BUNDLE' <br />OFSTUDS <br />SLY <br />P WOOD FLOOR <br />HEATHING <br />2S <br />SIMPSON SPH41SPH8 BTM. -j <br />FLOOR TRUSS C A PLATE STRAPS W/ I Od x I <br />GIRDER TRUSS 1/2' HOG NAILS <br />WALL FLOOR FRAMING, <br />TRUSS PARALLEL TO WALL <br />SCALE: 3/4'-l'-O* <br />DBL PT 2x6 BLWNG BETWEEN <br />TRUSSES W/ 10d 0 3' O.C. I ST PLY <br />INTO LEDGER AND 10d 0 3"O.C. <br />STAGGERED UPPER PLY INTO 2x6 <br />BELOW <br />8' CMU WA L <br />REINF PER PLAN <br />PER ELEVATION /7L <br />PER ELEVATION C,( <br />ly <br />IX2 FIRE -STOP <br />#8 WOOD SCREWS <br />x 2' LONG 0 3"0.C,;; <br />STAGGERED OFF <br />CENTERLINE OFF 2x8; <br />OWN <br />SIMPSON A23 <br />EA. TRUSS 11i <br />/4" <br />NAILING PATTERN <br />PRE-ENGINEERED WOOD <br />FLOOR TRUSSES (SEE <br />FRAMING PLAN) <br />N DETAIL <br />AT TRUSSES BEARING <br />K_,_�ON EXTERIOR WALL <br />1\��LE: 3/4'.V-0' <br />#8W0ODSCREWSx2' <br />LONG 0 3' OC; <br />STAGGERED <br />ASSHOWN <br />DBL2X8 LEDGER <br />TOCM W/lt2'EXP.BOLT <br />AT 16*U <br />ENDWIMINS-1 "EMBED. <br />REINF PER PLAN <br />PER ELEVATIQN /�- FLOOR D <br />NAILING PATTERN <br />PER ELEVATION L�i <br />T \- PRE-ENGINEERED WOOD <br />2x4 P.T. CEILING 24" M FLOOR TRUSSES (SEE <br />NAILER Wl FRAMING PLAN) <br />MASONRY NAILS <br />0 12"O.C. <br />1X2 FIRE -STOP CTION DETAIL <br />AT TRUSSES PARALLEL <br />r��TO EXTERIOR WALL <br />SCALE: 3/4".l'-O' <br />2x STUDS PER PLANS <br />2x STUDS PER PLANS <br />- <br />DBL PT 2x6 BLK'NG BETWEEN <br />2X4 BLOCKING BETWEEN TRUSSES <br />TRUSSES W/ 10d 0 3'O.C. IST PLY <br />FLOOR DECK <br />x 4 C 0 <br />2x4 CONT. Wl (4) 16d NAILS <br />(2) 2X4 No.2 SYP DIAG. WHERE X-BRACING IS PRESENT AT <br />INTO LEDGER AND 10d 0 3" O.C. <br />#6 WOOD SCREWS <br />2X4 BL CKING 0 EA. BRACE. <br />CINTO <br />NOTE: <br />T 0 P <br />a TOP OF FLA TRUSS <br />13RACE W/ (3) 12d 0 EA. 4.-O"O.C, (AT SHEATHING SEAMS) <br />STAGGERED UPPER PIL Y INTO 2X6 <br />x 2'LONG a 3' O.C.; <br />TOENAIL TRUSS W/ (4) 16d <br />STRUCTURAL SHEATHING <br />T P 2 <br />(TOP 2X4 SUPPORTS ST. <br />0 <br />TRUSS (DIAG. BRACE 7 1 0 <br />7 <br />BELOW <br />S TAGGERED OFF <br />NAILS 0 EA. END <br />MUSTNOT RFAKWITHIN <br />B <br />T <br />PLATE OF 2ND FLA) <br />P E <br />COVER 5 TRUSSES) <br />CENTERLINE OFF 2x6; <br />3/4'AS SHOWN <br />2x4 BRACE 0 48- D.C. W/ (5) 12d <br />V-4'MIN. FROM 2ND. FLA. <br />0 <br />FLOOR DECK <br />F L 0 A <br />CI-0- TO 301-0- (1) 'X' BRACE <br />NAILS 0 EA. END <br />LINE <br />2x6 CONT. W/ (8) 16d NAILS <br />2." <br />30--1 - TO W-0 (3) 'X' BRACE <br />DBL 2XI LEDG�R <br />44 <br />Sd RING SHANK NAILS 0 4'O.C. MAX <br />- ST <br />0 ST. OF FLOOR TRUSS <br />(1) 'X' BRACE 0 CENTER PRE-ENG GABLE TRUSS <br />8'CMU WALL <br />T.0 .0 W/ '12 EX BOLT <br />"FR <br />AND 8' OM <br />INTO BLOCKING <br />ST 2X� <br />(BT. 2X6 IS FOR WALL <br />(2) 'X' BRACE DIVIDED EQUALLY <br />S IFFBACKATALL 2x SUB -BAND <br />REINF _ PLAN <br />PER A4N <br />END Wl MIN 5-1/2' EMBED. <br />16d NAILS 0 8'0.0. MAX <br />SHEAT' <br />SHEATHING NAILER) <br />FROM CENTER TO END. UT <br />PRIGHTS OVER 4�-ITHIG. <br />I X2 �IRE-STOP <br />(AS PER TRUSS ENG) <br />N <br />PER ELEVATION <br />4' <br />PER ELEVATION PER ELEVATION <br />0 <br />PLYWOOD SHEATHING, SEE <br />NAILING PATTERN <br />l=PRE.EN.INrERED <br />SHEATH ING <br />FASTENER SCHEDULE' <br />PER ELEVATION <br />11, PER ELEVATION PER ELEVATICN L <br />SEE TYP. TRUSS CONNECTOR <br />DETAIL FOR STRAPPING INFO. <br />2x4 P,T. CEILING <br />WOOD <br />FLOOR TRUSSES (SEE <br />PR <br />PRE-ENGINEEFIED WOOD <br />CONNECT] N PER <br />lx2,2x WOOD FASCIA 0 <br />NAILER wl <br />FRAMING PLAN) <br />PRE-ENGINEERED WOOD <br />LOD <br />FLOOR TRUSSES (SEE <br />FAM <br />FRAMING PLAN) <br />TRUSSMFG. <br />SEE ARCHITECTURAL <br />MASONRY NAILS <br />FLOOR TRUSSES (SEE <br />SEE SCHEDULE FOR SEE SCHEDULE FOR <br />2x SECURED WI(3)16d ENGINEERED WOOD <br />0 12'O.C. <br />REPAIR DETAIL IF <br />FRAMING PLAN) <br />BOND BEAM REQ. BOND BEAM REQ, <br />SIMPSON HETA-16 & <br />V Y <br />EVERY TRUSS (VERIFY <br />GALV. COMMON NAILS. TRUSSES 0 24- 0/0, <br />SU <br />1X2 SECURED Wl 10d BMIT SHOP DRAWINGS <br />1X2 FIRE -STOP <br />P <br />LEDGER INSTALLED TOO LOW <br />SIMPSON HETA-16 0 <br />W/ TRUSS PLAN) <br />W, T U <br />GALV. COMMON NAILS FOR REVIEW CONT. 2X4 RAT RUN <br />AT TRUSSES PARALLEL <br />32' O-C MAX, <br />(VERIFY W/ TRUSS <br />SECTION DETAIL <br />12'O/C AND APPROVAL SECURED Wt (2) 12crs a <br />MASONRY BOND BEAM EACH TRUSS <br />r��TO EXTERIOR WALL <br />PLAN) <br />AT PARALLEL / PERPENDICULAR <br />SEE SCHEDULE <br />GABLE END PRE-ENG-D TRUSS <br />PRE-ENG FLOOR TRUSSES <br />�_�W/ �HIP RETUR <br />E: 314*-l'-W <br />PRE-ENG GABLE TRUSS <br />2X4 BLOCKING BETWEEN TRUSSES <br />STRAP TRUSS TO PL. <br />PRE-ENG <br />AT FIRST TWO SAYS 4'-O'O.C. (AT <br />PRE-ENG'D WOOD <br />SEE SCHED. BELOW <br />ROOFTRUSS <br />SHEATHING SEAMS) (BLOCKIN G <br />TRUSS (TYP) <br />0 24- O.C� <br />NOT SHOWN FOR CLARITY) <br />MAX <br />UaELEVATION IL <br />I I <br />FOR STRAPPING <br />'y <br />VERIFY <br />PR -ENG ROOF TRUSS <br />SECURE 2x6 PT. PLATE TO BLK <br />W/ TRUSS PLAN <br />TRUSS TO TOP KAM <br />5/8!GYPSUM BOARD OR 1/2"HIGH <br />W/ 1/2' DIA. ANCHOR BOLT Wl 2' <br />A - SIMPSON MTS12 <br />STRENGTH CLG BOARD <br />4x4/4x6 SYP NO. 2 <br />WASHER SET IN HIGH <br />U � 990 LEIS W/ (14) 10d <br />SECURE TRUSS TO TOP PLATE W/ 12) <br />WOOD POST TO <br />STRENGTH EPDXY WMIN, <br />GALV. NAILS. <br />16d TOENAILS <br />SLAB.SEE <br />EMBED. AT 32'OC MAX. <br />B - (2) SIMPSON MTS12 <br />DOUBLE TOP PLATE <br />SCHEDULE <br />SECURE GABLE TO 2XS P.T. <br />U . 1420 LBS W/ (14) 10d <br />-.V-. BELOW FOR <br />PLATE W/ 12d's WO.C. MAX <br />GALV. NAILS EA. STRAP <br />2x4 OR 2x6 WOOD BEARING <br />CONNECTION <br />WALL W/ SYP No 2 STUDS SEE <br />FL#17239 <br />PLANS FOR SPACING, SINGLE <br />CONC. POUR <br />BTM PLATE TO BE PT. <br />LINTEL COUR E <br />PROVIDE DBL. TOP PLATE <br />PROVIDE BLOCKING <br />SIMPSON SPH4 OR SPH6 BTM <br />1/2'GYP. WL. GO. <br />:0: <br />AND TOP PLATE ANCHORS Wt <br />10d x 1 '/2"COMMON NAILS <br />SECURE ST. PLATE TO SLAB W/ <br />CONT. 2x4 SECURED W/ (2) 10d's 0 EACH <br />FILL ALL HOLES, DO NOT USE <br />IDd 3. <br />1/2' x9' WEDGEANCHORW/2' <br />WASHER SET IN HIGH STRENGTH <br />TRUSSMOOD POST CONNECTIONS <br />TRUSS TO BE INSTALLED 0 la-O'O.C. <br />MAX. <br />x <br />EPDXY 5-1/2' EMBED, MIN. 0 16' <br />OC MAX, <br />SCALE: -'=V-' <br />GABLE END BRACING W/ PRE-ENG <br />GABLE TRUSS @ CMU WALL <br />TRUBSTO PM CONNECT110N <br />SCALE: 3/4'=V-0' <br />A: SIMPSON MTS-12 U 900 LEIS W1 (14) 10d GALV. NAILS. <br />6 SIMPSON KFS-20 U 1310 LEIS W/ (20) 10d GALV. NAILS. <br />0 . 2-PLY-SIMPSON VGT/HDU4 U < 4565 LBS VGT TO TRUSS W/ (16) <br />1/4'x3'SDS, (1) 5/8" A.T.R. TO HDU4 AND (10) 1/4' X 2 1/2' BOB TO POST <br />TRUSS CONNECTION @ L.B.W. <br />9a 9b <br />POST TO SLAB CONNECTION <br />SCALE: 3/4'=V-0' <br />A&B - SIMPSON ABU44Z POST BASE <U:1,900 G:6,660 W1 518 DIA. x 6" EXP. BOLT <br />SIMPSON ASU46Z POST BASE <U:2,300 GA 0,336 W/ " DIA. x 6' EXP. BOLT <br />C _ SIMPSON HTTS POST ON SLAB �U:4,565 W/ 5/8"A.B. WITH MIN. 7' <br />EMBEDMENT TO SLAB & (26) 16d x 2-1/2' NAILS TO POST. <br />1441 N. RONALD REAGAN BLVD. <br />ORLANDO, FL 32750 <br />PH: 407-774-6078 <br />FAK 407-774-4078 <br />WWwAbdesIgngraup.com <br />AA#:0003325 <br />DRAFTING BY: <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />5439 BEAUMONT CENTER BLVD. <br />SUITE 1004 <br />TAMPA, FLORIDA 336M <br />PH: 8134386-2 = <br />FAX: 8,.34,82802 <br />I-SU131DIV. & X1074 <br />SILVERADO <br />LOT #22 <br />BLK #10 <br />PROJECT# <br />03719,000-22 <br />Tfff-'CAMDEN <br />CFARAOZ 9WING: <br />LEFT <br />PAGE: <br />DETAILS <br />150 MPH EXP. B <br />I"PRlNT 08/03/20 <br />DATE: <br />DCAXJC: 1/4"=l'—O" <br />81-=T <br />S3. IB <br />