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FLOOR DECK <br />CM <br />2x6 PT TERMINATION <br />ACKW1( SECURED O BLOCKING SECURED ON WALL <br />2x4 H TRUSS <br />EACH TRUSS W/ (3)1 Bd 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 />SIMPSON H6 W/ <br />(B�d COMMON NAILS 2x STUDS <br />SIMPSON H6 W/ (8) 8d EACH END <br />COMMON NAILS, EACH <br />END EVERY STUD OR ON <br />EACH END Of "BUNDLE" <br />OF STUDS <br />PLYWOOD FLOOR <br />SHEATHING <br />SIMPSON SPH4/SPH6 BTM. <br />FLOOR TRUSS OR PLATE STRAPS W/ tOd x 1 <br />GIRDER TRUSS 1/2"HDGNAILS <br />WALL / FLOOR FRAMING, <br />TRUSS PARALLEL TO WALL <br />SCALE:34"=1'-0" <br />DBL PT 2x6 BLK'NG BETWEEN <br />TRUSSES W/ 10d @ 3" 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 />P R TION <br />N <br />U <br />Kw <br />PER ELEVATION <br />1X2 FIRESTOP <br />, „" <br />a ,--� <br />NI <br />#8 WOOD SCREWS <br />x 2" LONG @ 3" O.C.; <br />STAGGERED OFF <br />3/4NAS SHINE OWNFF 2x6; NI <br />SIMPSON A23 <br />EA. TRUSS 1' <br />�V/4" <br />NAILNG PATTERN <br />PRE-ENGINEERED WOOD <br />FLOOR TRUSSES (SEE <br />FRAMING PLAN) <br />SEE 2X_ LEDSCHEDULE GER <br />SEE <br />SECTION DETAIL <br />AT TRUSSES BEARING <br />p ON EXTERIOR WALL <br />3 SCALE:34"=1'-0' <br />#8 WOOD SCREWS x 2" <br />LONG @ 3" O.C.; <br />STAGGERED NI <br />ASSHOWN <br />D8L 2X8 LEDGER j11111Np11 <br />CMU <br />TO Cl <br />AT 16" .. ! AND 8" FROM MI <br />8" CMU WALL END W/MIN 5-1/2"EMBED. <br />REINF PER PLAN <br />LLFLOOR DECK <br />PER VATION /4 <br />N z NAILING PATTERN <br />O] <br />Rw <br />R ELEVATION N <br />PRE-ENGINEERED WOOD <br />2x4 P.T. CEILING 24" M FLOOR TRUSSES (SEE <br />NAILER W/ FRAMING PLAN) <br />MASONRY NAILS <br />@ 12" O.C. <br />1X2 FIRE -STOP <br />SECTION DETAIL <br />AT TRUSSES PARALLEL <br />TO EXTERIOR WALL <br />4 SCALE: 3/4"=V-V' <br />2x STUDS PER PLANS <br />2x STUDS PER PLANS <br />DBL PT 2x6 BLK'NG BETWEEN <br />2x4 BLOCKING BETWEEN TRUSSES <br />TRUSSES W/ 10d @ 3" O.C. 1ST PLY <br />FLOOR DECK <br />2x4 CONT. WI (4)16d NAILS <br />(2) 2X4 No.2 SYP DIAG. WHERE X-BRACING IS PRESENT AT <br />INTO LEDGER AND 10d @ 3" O.C. <br />#8 WOOD SCREWS <br />2x4 BLOCKING @ EA. BRACE. <br />NOTE: - <br />@ TOP OF FUR TRUSS <br />BRACE W/ (3) 12d @ EA. 4'-0" O.C. (AT SHEATHING SEAMS) <br />STAGGERED UPPER PLY INTO 2x6 <br />x 2" LONG @ 3" O.C.; <br />NI <br />TOENAIL INTO TRUSS W/ (4)16d <br />STRUCTURAL SHEATHING <br />(TOP 2X4 SUPPORTS BT. <br />TRUSS (DIAG. BRACE TO <br />BELOW <br />STAGGERED OFF <br />NAILS @ EA. END <br />MUST NOT BREAK WITHIN <br />PLATE OF 2ND FLR) <br />COVER 5 TRUSSES) <br />CENTERLINE OFF 2x6; ` <br />3/4" AS SHOWN <br />2x4 BRACE @ 48" O.C. w/ (5) 12d <br />1'-0" MIN. FROM 2ND. FUR. <br />FLOOR DECK <br />0'-0" TO 30'-0" (1) "X" BRACE <br />DBL 2X8 LEDGER <br />NAILS @ EA. END <br />LINE <br />2x6 CONT. W/ (8) 16d NAILS <br />@ BT. OF FLOOR TRUSS <br />30'-1" TO 60'-0 (3) "X" BRACE PRE-ENG GABLE TRUSS <br />(1) "X" BRACE 0 CENTER <br />B" CMU WALL <br />TO CMU W/ 1/2" EXP. BOLT NI <br />Bd RING SHANK NAILS @ 4" O.C. MAX <br />INTO BLOCKING <br />(BT. 2X61S FOR WALL <br />(2) "X" BRACE DIVIDED EQUALLY 2x SUB -BAND <br />STIFFBACK AT ALL <br />REINF PER PLAN <br />AT 16" O.C. AND 8" FROM <br />END W/ MIN 5-1/2" EMBED. <br />16d NAILS @ 8" O.C. MAX <br />SHEATHING NAILER) <br />FROM CENTER TO END. <br />UPRIGHTS OVER 4'-10" HIGH <br />1X2 !IRE -STOP <br />(AS PER TRUSS ENG) <br />PER ELEVATION <br />DEC /4" <br />PER ELEVATION PER ELEVATION <br />PLYWOOD SHEATHING, SEE <br />NAILING PATTERN <br />"ROOFANALL/FLOOR <br />V) <br />3 <br />ZF.L.00R <br />SHEATHING <br />p QFASTENER <br />SCHEDULE" <br />KPER <br />PER ELEVATION PERELEVATION <br />SEE TYP. TRUSS CONNECTOR <br />ELEVATION' <br />DETAIL FOR STRAPPING INFO. <br />2x4 P.T. CEILING <br />24" ME -ENGINEERED WOOD <br />FLOOR TRUSSES (SEE <br />PRE-ENGINEERED WOOD <br />FLOOR TRUSSES (SEE <br />tx2, 2x WOOD FASCIA CONNECTION PER <br />TRUSS MFG. <br />NAILER W/ <br />MASONRY NAILS <br />FRAMING PLAN) <br />PRE-ENGINEERED WOOD <br />FRAMING PLAN) <br />SEE ARCHITECTURAL <br />2x SECURED WI (3)16d ENGINEERED WOOD <br />@ 12 D.C. <br />FLOOR TRUSSES (SEE <br />FRAMING PLAN) <br />SEE SCHEDULE FOR SEE SCHEDULE FOR <br />SIMPSON HETA-16 0 <br />GALV. COMMON NAILS. TRUSSES @ 24" O/C, <br />REPAIR DETAIL I F <br />BONG BEAM RED. BOND BEAM REQ. <br />EVERY TRUSS (VERIFY <br />1x2 SECURED W/ 10d SUBMIT SHOP DRAWINGS <br />iX2 FIRE -STOP <br />LEDGER INSTALLED TOO LOW <br />SIMPSON HETA-16@ <br />W/ TRUSS PLAN) <br />GALV. COMMON NAILS FOR REVIEW CONT. 2x4 RAT RUN <br />12"O/C AND APPROVAL <br />AT TRUSSES PARALLEL <br />_' O.C. MAX. <br />(VERIFYW/TRUSS <br />SECTION DETAIL <br />SECURED W/(2)12d's@ <br />MASONRY BOND BEAM EACH TRUSS <br />TO EXTERIOR WALL <br />PLAN) <br />AT PARALLEL /PERPENDICULAR <br />SEE SCHEDULE GABLE END PRE-ENG'D TRUSS <br />J <br />scALE:3/4"=r-a' <br />PRE-ENG FLOOR TRUSSES <br />6 <br />7 SCALE: 3/4"=V-W <br />W/ HIP RETURN <br />scALE:3r4"=r-0" <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 />RE-ENG'D WOOD <br />Q PTR <br />SEE SCHED. BELOW <br />ROOF TRUSS <br />SHEATHING SEAMS) (BLOCKING <br />USS (fYP) @ 24" O.C. <br />NOT SHOWN FOR CLARITY) <br />MAX <br />Q <br />PER NATION <br />FOR STRAPPING <br />Q <br />VERIFY <br />PRE-ENG ROOF TRUSS <br />SECURE 2z6 PT. PLATE TO BILK <br />W/ TRUSS PLAN <br />TRUSS TO TOP PLATE <br />5/8" GYPSUM BOARD OR 1/2" HIGH <br />W/ 1/2" DIA. ANCHOR BOLT W/ 2" <br />A - SIMPSON MTS12 <br />STRENGTH CLG. BOARD <br />4x4/4x6 SYP NO.2 <br />WASHER SET IN HIGH <br />U < 990 LBS W/ (14) 10d <br />SECURE TRUSS TO TOP PLATE w/ (2) <br />WOOD POST TO <br />STRENGTH EPDXY 6" MIN. <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 2x8 P.T. <br />U < 1420 LBS W/ (14)10d <br />BELOW FOR <br />PLATE W/ 12d's 8" O.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. POURED <br />BTM. PLATE TO BE PT. <br />LINTEL COURSE <br />PROVIDE DEL. TOP PLATE <br />• O• <br />PROVIDE BLOCKING <br />SIMPSON SPH4 OR SPH6 BTM <br />1/2" GYP. WL B0. <br />o• <br />AND TOP PLATE ANCHORS W/ <br />10d x 1 i/2" COMMON NAILS <br />SECURE BT. PLATE TO SLAB W/ <br />CONT. 2X4 SECURED W/ (2)10d's @ <br />EACH <br />FILL ALL HOLES, DO NOT USE <br />10dx3" <br />1/2"xW WEDGE ANCHOR W/ 2" <br />WASHER SET IN HIGH STRENGTH <br />^ <br />TRUSS/WOOD POST COSCANNECTIONS §; <br />TRUSS TO BE INSTALLED @10'-0"O.C. <br />MAX, <br />EPDXY 5-1/2" EMBED. MIN. @i6" <br />10a 10b 10c <br />OC MAX, <br />GABLE END BRACING W/ PRE-ENG <br />GABLE TRUSS @ CMU WALL <br />`� <br />TR1188 <br />8 <br />SCALE: 3 4""=1'-0-0" <br />TO POBTCONNECTWN <br />A- SIMPSON MTS-12 U < ggp LBS W/ (14)10d GALV. NAILS. <br />-• # <br />B - 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'k3"SDS, (1) 5/8"° A.T.R. TO HDU4 AND (10) 1/4" X 2 1/2" SOS TO POST <br />TRUSS CONNECTION @ L.B.W. <br />9a gb <br />POST TO SLAB CONNECTION <br />SCALE: 3WI=1'1" <br />A&S-SIMPSON ABU44Z POST BASE <U:1,900 G:5,660 W/ 5/8 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/ 5/8" A.B. WITH MIN, 7" <br />EMBEDMENT TO SLAB & (26)16d x 2-1/2" NAILS TO POST. <br />6 <br />Grou0�. <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />www.ebdeWg08foup.mm <br />AA #: 0003325 , <br />DRAFTING BY: <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />5439 BEAUMON`rCENTER BLVD. <br />SUITE 1004 <br />TAMPA, FLORIDA 33634 <br />PH: 813-SW2628 <br />FAX: 8138862802 <br />BIIIIIN113 <br />mm <br />aT"DM all LOT <br />SILVERADO <br />LOT #21 <br />BLK. #14 <br />PROJECT# <br />03719.000-21141 <br />mODEIA <br />2795—D <br />GARAGE OWING: <br />RIGHT <br />PAGE: <br />DETAILS <br />k.150 MEN EXP. B <br />