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FLOOR DECK <br />'H <br />Hm -71 <br />H H <br />2x6 PT TERMINATION J <br />2x4 STRONGBACK SECURED TO BLOCKING SECURED TO WALL <br />EACH TRUSS W/ (3)16d COMMON W1 (6) 3116- 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 />IFLL2002R BRACING <br />(D SCALE: 3/4"=V-(r <br />SIMPSON H6 Wl <br />(8)8d COMMON NAILS 2.x ST DS <br />S MPSON H6 W/ (8) 8d EACH END <br />C%MON NAILS, EACH <br />END EVERY STUD OR ON AV- <br />EACH END OF "BUNDLE" <br />OFSTUDS <br />PLYWOOD FLOOR <br />SHEATHING <br />it <br />SIMPSON SPH41SPH6 BT., <br />FLOOR TRUSS C R PLATE STRAPS W1 I Od x 1 <br />GIRDER TRUSS 1�.. HOG NAILS <br />WALL FLOOR FRAMING, <br />TRUSS PARALLEL TO WALL <br />SCALE: 3/4"=V-0" <br />OSL PT 2X6 BLWNG BETWEEN <br />TRUSSESW/l0dQ3-O.C. ISTPLY <br />INTO LEDGER AND 10d @ 3' O�C. <br />STAGGERED UPPER PLY INTO 2X6 <br />BELOW <br />8"CMUWALL . <br />REINF PER PLAN <br />PER ELE T­ /L <br />0 <br />V) <br />8 1 z8z8 <br />- <br />PERELEVATIO- "L�'i 1 �t z <br />IX2 FIRE -STOP <br />#8 WOOD SCREWS <br />x 2" LONG @ 3"O�C.; <br />STAGGERED OFF <br />CENTERLIINE OFF 2x6; <br />. j Z &4"AS SHOWN <br />�/_SMPSONA23 <br />EA. TRUSS <br />NAILING PATTERN <br />Lk <br />1 ....4 <br />\-PRE-ENGINEERED WOOD <br />FLOOR TRUSSES (SEE <br />FRAMING PLAN) <br />DBL2X LEDGER <br />SEE SCHEDULE <br />SECTION DETAIL <br />AT TRUSSES BEARING <br />r,_'),ON EXTERIOR WALL <br />#8 WOOD SCREWS x 2" <br />LONG Q 3" D.C.; <br />STAGGERED <br />ASSHOWN <br />OSL 2X8 LEDGER <br />TO CMU Wl 1/2" EXP. SOLT <br />AT 16"O.C. AND 8" FROM <br />8" CMU WALL N END W/ MIN 5-1/2"EMBED, <br />REINF PER PLA <br />/- FLOOR DECK <br />PER ELEVAT11 N <br />0 <br />w NAILM PATTERN <br />jig. <br />PERELEVATION E�z <br />y PRE-ENGINEERED WOOD <br />2x4 P.T. CEILING FLOOR TRUSSES (SEE <br />NAILER Wl FRAMING PLAN) <br />MASONRY NAILS <br />0 12" O.C. <br />1X2FIRE-STOP ION DETAIL <br />AT TRUSSES PARALLEL <br />(___�TO EXTERIOR WALL <br />,4 <br />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 @ YO.C. I ST PLY <br />FLOOR DECK <br />2x4 CONT. Wl (4) 16d NAILS <br />(2) 2X4 No.2 SYP DIAG, WHERE X-BRACING IS PRESENT AT <br />INTO LEDGER AND 1 Od 0 3- O.C. <br />#8 WOOD SCREWS <br />2x4 BLOCKING @ EA. BRACE. <br />NOTE: <br />@ TOP OF FLR TRUSS <br />4 AT SH THING MS' <br />`0� OC <br />BRACE W/ (3) 12d 0 EA W-0" O.C. (AT SHEATHING SEAMS) <br />STAGGERED UPPER PLY INTO 2.6 <br />x 2" LONG @ 3" O.C.; <br />TOENAIL INTO TRUSS W/ (4) 1 Sd <br />STRUCTURAL SHEATHING <br />(TOP 2X4 SUPPORTS ST. <br />TRUSS (OIAG. BRACE 7 0 <br />7 <br />BELOW <br />STAGGERED OFF <br />NAILS @ EA, END <br />MUST NOT BREAK WITHIN <br />PLATE OF 2NO FLR) <br />COVER 5 TRUSSES) <br />CENTERLINE OFF 2x6; <br />3/4'AS SHOWN <br />2x4 BRACE @ 48"O.C. wl (5) 12d <br />1'4"MIN. FROM 2ND. FLR. <br />FLOOR DECK <br />V-0- TO 3V.W (1) -X- BRACE r <br />DBL 2X8 LEDGER <br />NAILS @ EA. END <br />LINE <br />2x6 CONT. W/ (8) 16d NAILS <br />0 BT OF FLOOR TRUSS <br />W-1 - TO W-0 (3) X BRA -ENG GABLE TRUSS <br />CE PRE GA <br />'X: <br />8" CMU WALL <br />L <br />TO CMU W/ IIZ'EXP. BOLT <br />8d RING SHANK NAILS @ 4" O.C. MAX <br />INTO BLOCKING <br />(BT. 2X6 IS FOR,WALL <br />(1) BRACE 0 CENTER <br />(2)'X BRACE DIVIDED EQUALLY STIFF13ACKATALL 2x SUB-B—AN <br />R P LAN <br />REINF PER PLAN <br />AT I V'O,C. AND 8"FROM <br />END W/ MIN 6-1/2' EMBED. <br />16d NAILS &'O.C. MAX <br />SHEATHING NA LER) <br />FROM CENTER TO END. Up <br />UPRIGHTS OVER 4'-10" HIGH <br />I X2 FIRE -STOP <br />( S P T USS _) <br />(AS PER TRUSS ENG) <br />T <br />PER ELEVATION <br />VA ION <br />FLOOR DEC <br />lk PER ELEVATION PER ELEVATION <br />SEE <br />PLYWOOD SHEATHING, SEE <br />NAILING PATTERN <br />"ROOFNVALUFLOOR <br />ig <br />SHEATHING <br />0 <br />FASTENER SCHEDULE" <br />ir <br />AA <br />lk PER ELEVATION PERELEVATIONrL <br />CT <br />SEE TYP TRUSS CONNECTOR <br />PER ELEVATION <br />VA,T'.N <br />If 'IV <br />DETAIL FOR STRAPPING INFO. <br />2x4 P.T.. CEILING <br />CE LIN. <br />m \-PRE-ENGINkRED WOOD <br />24 m <br />FLOOR TRUSSES (SEE <br />PRE-ENGINEERED WOOD <br />FLOOR TRUSSES (SEE <br />CONNECTION PER <br />lx2,2x WOOD FASCIA TRUSS MFG. <br />fENGINEEREDWOOD <br />W, <br />NAILER W/ NA <br />MASONRY NAILS <br />FRAMING PLAN) <br />PRE-ENGINEERED WOOD <br />FRAMING PLAN) <br />2x SECURED W/ (3) 16d <br />@ 12- D.C. <br />FLOOR TRUSSES (SEE <br />FRAMING PLAN) <br />SEE SCHEDULE FOR SEE SCHEDULE FOR <br />SIMPSON HETA-16 @ <br />GALV. COMMON NAILS, TRUSSES @ 24- OIC, <br />REPAIR DETAIL IF <br />BOND BEAM REQ. BOND BEAM RED. <br />EVERY TRUSS (VERIFY <br />S 0, <br />lx2 SECURED W1 iOd SUBMIT SHOP DRAWINGS <br />1 X2 FIRE -STOP <br />LEDGER INSTALLED TOO LOW <br />L <br />SIMPSON HETA-16 @ <br />W1 TRUSS PLAN) <br />V W <br />GALV. COMMON NAILS FOR REVIEW CONT. 2x4 RAT RUN <br />AN <br />AND APPROVAL <br />AT TRUSSES PARALLEL <br />32" O.C. MAX. <br />(VERIFYW/TRUSS <br />SECTION DETAIL <br />12"OlC SECURED W/ (2)1W. @ <br />MASONRY BOND BEAM EACH TRUSS <br />('_,_�TO <br />EXTERIOR WALL <br />PLAN) <br />AT PARALLEL / PERPENDICULAR <br />SEE SCHEDULE <br />GABLE END PRE-ENGD TRUSS <br />kl��LE: <br />3/4"=V-T <br />_`�PRE-ENG FLOOR TRUSSES <br />�,�W/ �HIP RE�TUR <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 />PRE-ENGDWOOO <br />SEE SCHEID. BELOW <br />ROOFTRUSS— <br />SHEATHING SEAMS) (BLOCKING <br />TRUSS (TYP) G 24" O.C, <br />NOT SHOWN FOR CLARITY) <br />MAX <br />FOR STRAPPING <br />PER ELE TION <br />VERIFY <br />PRE-ENG ROOF TRUSS <br />SECURE 2x6 PT. PLATE TO BLK <br />Wl TRUSS PLAN <br />TRU$l TO TOP PLATE <br />5/8" GYPSUM BOARD OR 1/2" HIGH <br />Wl 112" DIA. ANCHOR BOLT W1 2" <br />A - SIMPSON MTS12 <br />STRENGTH CLG. BOARD <br />4x4/4x6 SYP NO. 2 <br />WASHER SET IN HIGH <br />U � 9W LBS W1 (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 W1 (14) 10d <br />BELOW FOR -Ad <br />PLATE W1 12d's S"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 />-�r- FL#17239 -AV- <br />PLANS FOR SPACING. SINGLE <br />CONC,POURED <br />BTM. PLATE TO BE PT, <br />LINTEL COURSE <br />PROVIDE DBL. TOP PLATE <br />70-? <br />PROVIDE BLOCKING <br />SIMPSON SPH4 OR SPH6 BTM <br />Ir2"GYP. WL. 80. <br />:0: <br />ANDT PPLATEANCHORSWI <br />10dxlo/2" COMMON NAILS <br />SECURE ST. PLATE TO SLAB W/ <br />— <br />CONT. 2x4 SECURED Wl (2) 10d's EACH <br />FILL ALL HOLES, 00 NOT USE <br />10d 3" <br />1/2'W" WEDGE ANCHOR W/ 2" <br />WASHER SET IN HIGH STRENGTH <br />TRUSSNVOOD POST CONNECTIONS <br />TRUSS TO BE INSTALLED 0 10'-0" D.C. <br />MAX. <br />x <br />EPDXY 5-1/2"EMBED. MIN. @ 16" <br />OC MAX. <br />SCALE: 3l4"=l'-G" <br />GABLE END BRACING W/ PRE-ENG <br />I <br />GABLE TRUSS @ CMU WALL <br />S. <br />il <br />TO CONNECTION <br />SCALE: &4"=V-0" <br />TRUN POST <br />A - SIMPSON MTS-12 U: 990 LES W/ (14) 10d GALV. NAILS. <br />B - SIMPSON HTS-20 U 1310 LES W1 (20) 10d GALV. NAILS. <br />C - 2_PLY_SIMPSON VGT/HDU4 U � 4565 LBS VGT TO TRUSS W/ (16) <br />114'�a-SDS, (1) 5/8- A.T.R. TO HDU4 AND (10) 1/4" X 21/2" SOS TO POST <br />TRUSS CONNECTION @ L.B.W. <br />9a 9b <br />POST TO SLAB OONNECTION <br />SCALE: <br />A&B - SIMPSON ASU44Z POST BASE �U:1,900 GA660 Wl 5/8 DIA. x 6" EXP. BOLT <br />SIMPSON ABU46Z POST BASE <U:2,300 G:10,335 Wl SIB DIA, x 6"EXP. BOLT <br />C - SIMPSON HTT5 POST ON SLAB �U*565 W1 56'A.S. WITH MIN, 7" <br />EMBEDMENT TO SLAB & (26) 16d x 2-112"NAILS TO POST. <br />6 <br />G r WNsign <br />ou p0- i, a, <br />1.441 N. RONALD REAGAN BLVD. <br />LONGWOOD, F <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />www.abdesigngroup.mm <br />AA #: 0003325 <br />F_ DRAFTING BY: <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />5439 BEAUMONT CENTER BLVD. <br />SUITE 1004 <br />TAMPA. FLORIDA 33634 <br />QPH 8134186-2628 <br />813aBS-2802 <br />!rim <br />a tie <br />llu <br />F-BUDDIV. & LNOM <br />SILVERADO <br />LOT #23 <br />BLK #10 <br />PROJ=T# <br />03719.000-23101 <br />molDslu <br />2795— F <br />0ABAGE OWWO: <br />RIGHT <br />]PAGIM <br />DETAILS <br />150 MPH 91P. B <br />