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2x4 STRONGBACK SECURED TO - <br />EACH TRUSS W/ (3)16d COMMON <br />NAILS PROVIDE 2-TRUSS LAP <br />SPLICE LOCATED EITHER TOP OR <br />BOTTOM OF FLOOR TRUSS, <br />TYPICALLY 10'll" BUT REFER TO <br />TRUSS ENGINEERING <br />FLOOR DECK <br />2.6 PT TERMINATION — <br />BLOCKING SECURED TO WALL <br />W/ (6) 3/16' ° x 4 TAPCONS <br />2x4 STRONGBACK, <br />FLOOR BRACING <br />SCALE: 3/4"=1'-9' <br />DBL PT 2x6 BLK'NG BETWEEN <br />TRUSSES W/ 10d @ ff' O.C. 1ST PLY <br />INTO LEDGER AND 10d @ 3" O-C. <br />STAGGERED UPPER PLY INTO 2x6 <br />BELOW <br />8" CMU WALL— <br />REINF PER PLAN <br />PER ELEVATION <br />PER ELEVATION <br />2x4 P.T. CEILING <br />NAILER W/ <br />MASONRY NAILS <br />@ 17' O.C. <br />1X2 FIRESTOP— <br />W8 WOOD SCREWS <br />x 2" LONG @ 3" O.C.; <br />NI <br />STAGGERED OFF <br />CENTERLINE OFF 2x6; <br />314" AS SHOWN <br />DBL 2X8 LEDGER <br />TO CMU W/ 1/2. EXP. BOLT <br />MI <br />AT 16' O.C. AND W FROM <br />'M <br />END W/ MIN 5-1/2" EMBED. <br />u' <br />FL�I � . <br />NAILING PATTERN <br />PRE-ENGINEERED WOOD <br />FLOOR TRUSSES (SEE <br />FRAMING PLAN) <br />REPAIR DETAIL IF <br />ffM LEDGER INSTALLED TOO LOW <br />AT TRUSSES PARALLEL <br />TO EXTERIOR WALL <br />5 SCALE: 34'=1'4' <br />PRE-ENG GABLE TRUSS- <br />2x4 BLOCKING BETWEEN TRUSSES <br />AT FIRST TWO BAYS 4'-O" O.C. (AT <br />SHEATHING SEAMS) (BLOCKING <br />NOT SHOWN FOR CLARITY) <br />SECURE 2x6 PT. PLATE TO BLK- <br />W/ 1/2" 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 8" O.C. MAX <br />SIMPSON H6 W/ (8) 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 />FLOOR TRUSS OR <br />GIRDER TRUSS <br />SIMPSON H6 W/ <br />(8)Sd COMM"" <br />EACH END <br />PLATE STRAPS W/ 10d x 1 <br />1/2" HOG NAILS <br />2x4 BLOCKING <br />24" O.C. w/(2)l <br />TOE NAILS I <br />END TO TRU <br />SEE SCHEDU <br />FOR BOND BE, <br />RE <br />8" CMU WA <br />SEE PLAN R <br />VERT. REINF <br />WALL / FLOOR FRAMING, <br />2 TRUSS PARALLEL TO WALL <br />SCALE: 3/4"=1'-0" <br />2x STUDS PER PLANS <br />FLOOR DECK <br />NOTE- <br />2x4 BLOCKING @ EA BRACE. <br />TOENAIL INTO TRUSS W/ (4)16d <br />STRUCTURAL SHEATHING <br />NAILS @ EA. END <br />MUST NOT BREAK WITHIN <br />2x4 BRACE 48" O.C. w/ (5) 12tl <br />".. MIN. FROM 2ND. FLR. <br />NAILS @ EA. END <br />LINE <br />8d RING SHANK NAILS 4" O.C. MAX <br />INTO BLOCKING <br />/— 16d NAILS <br />@ 6O.C. MAX <br />WALL BRACING AT <br />NOW BEARING EXT. WALL <br />3 SCALE: <br />PRE-ENGINEERED WOOD ::�/FLOOR TRUSSES (SEE SEE SCHEDULE FOR SEE SCHEDULE FOR <br />FRAMING PLAN) BOND BEAM RED. BOND BEAM RED. Fr <br />SIMPSON HETA-16 @ <br />32'O.C. MAX. SECTION DETAIL <br />(VERIFY W/ TRUSS <br />PLAN)AT PARALLEL / PERPENDICULAR <br />6 PRE-ENG FLOOR TRUSSES <br />SCALE: 3/4"=1' 0" <br />PRE-ENG'D WOOD <br />TRUSS (TYP) @ 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) l0d's @ EACH <br />TRUSS TO BE INSTALLED @ 10'-0" O.C. MAX. <br />GABLE END BRACING W/ PRE-ENG <br />8 GABLE TRUSS @ CMU WALL <br />SCALE: 3/4"=1'-0' <br />PLYWOOD SHEATHING, <br />SEE <br />"ROOF/WALUFLOOR <br />SHEATHING <br />FASTENER SCHEDULE" <br />ENGINEERED WOOD <br />TRUSSES @ 24" O/C, <br />SUBMIT SHOP <br />DRAWINGS FOR REVIEW <br />AND APPROVAL <br />(2) SIMPSON DTC CLIPS WI <br />(2) 3/16' X 1 3/4" <br />CONCRETE SCREWS INTO <br />CMU AT BLOCKING W/ 1/4" <br />MAX. GAP FROM TOP OF <br />WALL TO BOT. OF <br />BLOCKING <br />2x STUDS PER PLANS <br />2x4 BLOCKING BETWEEN TRUSSES <br />2x4 CONT. W/ (4) 16d NAILS (2) 2X4 No.2 SYP DIAG. WHERE XAtTHINGEXA'M.Sl <br />@ TOP OF FILER TRUSS BRACE W/ (3) 12d @ EA 4'-0" O.C. ( <br />(TOP 2X4 SUPPORTS ST. TRUSS (DIAG. BRACE TO <br />PLATE OF 2ND FLR) COVER 5 TRUSSES) <br />FLOOR DECK 0'-0" TO 30'-0" (1)'X" BRACE <br />2x6 CONT. W/ (8)16d NAILS 30'-1" TO 60'-0 (3) `X" BRACE <br />BT. OF FLOOR TRUSS II)'W BRACE @ CENTER PRE-ENG GABLE TRUSS <br />(BT. 2X61S FOR WALL (2) "X" BRACE DIVIDED EQUALLY STIFF <br />SHEATHING NAILER) FROM CENTER TO END. UPRIG TS AT ALL <br />1X2 FIRE -STOP UPRIGHTS OVER 4'-10" HIGH <br />(AS PER TRUSS ENG) <br />PLYWOOD SHEATHING, SEE <br />"ROOF/WALL/FLOOR <br />SHEATHING <br />FASTENER SCHEDULE" <br />SEE TYP. TRUSS CONNECTOR <br />DETAIL FOR STRAPPING INFO. <br />PRE-ENGINEERED WOOD lx2, 2x WOOD FASCIA CONNECTION PER <br />FLOOR TRUSSES (SEE SEE ARCHITECTURAL TRUSS MFG, <br />FRAMING PLAN) 2x SECURED W/ (3) 16d ENGINEERED WOOD <br />-SIMPSON HETAA6 GALV. COMMON NAILS. TRUSSES @ 24" O/C, <br />EVERY TRUSS (VERIFY 1x2 SECURED W/ 10d SUBMIT SHOP DRAWINGS <br />W/TRUSS PLAN) GALV. COMMON NAILS FOR REVIEW CONT. 2x4 RAT RUN <br />17, O/C AND APPROVAL SECURED W/ (2) 12d's @ <br />MASONRY BOND BEAM EACH TRUSS <br />SEE SCHEDULE GABLE END PRE-ENG-D TRUSS <br />W/ HIP RETURN SCALE 34"=1'-0 <br />STRAP TRUSS TO PL <br />PRE-ENG <br />SEE SCHED. BELOW <br />N <br />ROOF TRUSS <br />PER E TION <br />PRE{NG ROOF TRUSS <br />TRUSS TO TOP PLATE <br />5/8" GYPSUM BOARD OR 12" HIGH <br />A- SIMPSON MTS12 <br />STRENGTH CLG. BOARD <br />4x4/4x6 SYP NO. 2 <br />U <9W LBS W/ (14) 10d <br />SECURE TRUSS TO TOP PLATE w/ (2) <br />WOOD POST TO <br />GALV. NAILS. <br />16d TOENAILS <br />SLAB. SEE <br />B - (2) SIMPSON MTS12 <br />DOUBLE TOP PLATE <br />SCHEDULE <br />U < 1420 LBS W/ (14) 10d <br />BELOW FOR <br />GALV. NAILS EA. STRAP <br />2x4 OR 2x6 WOOD BEARING <br />CONNECTION <br />WALL W/ SYP No 2 STUDS SEE <br />FUF17239 <br />PLANS FOR SPACING. SINGLE <br />BTM. PLATE TO BE PT. <br />PROVIDE DBL TOP PLATE <br />• O• <br />PROVIDE BLOCKING <br />SIMPSON SPH4 OR SPH6 BTM <br />1(2" GYP. WL BD. <br />o' <br />AND TOP PLATE ANCHORS W/ <br />10d x 1 12' COMMON NAILS <br />FILL ALL HOLES, DO NOT USE <br />SECURE BT. PLATE TO SLAB W/ <br />1/7k9" WEDGE ANCHOR W/ 2" <br />WASHER SET IN HIGH STRENGTH <br />�p� <br />TRUSS/UVOOD POST CONNECl��(7NfS p <br />10dx 3" <br />EPDXY 5-1/2' EMBED. MIN. @ 16' <br />1 VQ 1 VU 1 Vh <br />OC MAX. <br />SCALE: 3/4"=1'-0" <br />TRUSS TO POST CONNECTION <br />aa• A- SIMPSON MTS-12 U <990 LBS W/ (14)10d GALV. NAILS. <br />• ! e 8 - SIMPSON HTS-20 U < 1310 LBS W/ (20)10d GALV. NAILS. <br />C - 2-PLY-SIMPSON VGT/HDU4 U <4565 LBS VGT TO TRUSS W/ (16) <br />1/4,7,3"SDS, (1) 5/8"° A.T.R. TO HDU4 AND (10)1/4" X 2 112" SIDS TO POST <br />9a gb TRUSS CONNECTION L.B.W. POST TO SLAB CONNECTION <br />SCALE: 3/4"=1'-0" A&B - SIMPSON ABU44Z POST BASE <U:1,900 G:5,660 W/ 518 DIA x 6" EXP. BOLT <br />SIMPSON ABU46Z POST BASE <U:2,300 G:10,335 W/ 5/8 DIA. x 6' EXP. BOLT <br />C - SIMPSON HTT5 POST ON SLAB <U:4,565 W/ 5/6' AB. WITH MIN. T' <br />EMBEDMENT TO SLAB & (26) 16d x 2-1/2" NAILS TO POST. <br />1441 N. RONALD REAGAN BLVD. <br />ORLANDO, FL 32760 <br />PH: 407-7746078 <br />FAX: 407-774-4078 <br />www.abdesigngroup.eom <br />L AA #: 0003325 A <br />DRAFTING BY: <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />5439 BEAUMONT CENTER BLVD. <br />SUITE 1004 <br />TAMPA, FLORIDA 33634 <br />P. <br />813S86-2628 <br />FAX: 81358.2.2 <br />sUBDIV. de LOT <br />SILVERADO <br />LOT #13 <br />BLK #15 <br />PROJECT* <br />7 .00 —1 1 <br />>stoPEs: <br />2795—D <br />GARAGE SIFMG: <br />LEFT <br />PAGE: <br />DETAILS <br />150 E <br />