Laserfiche WebLink
FLOOR DECK <br />2x6 PT TERMINATION <br />2x4 STRONGBACK SECURED TO BLOCKING SECURED TO WALL <br />EACH TRUSS W/ (3) i6d 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 />(8)8d COMMON NAILS 2x STUDS <br />SIMPSON H6 W/ (8) Sd 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/ 10d x 1 <br />GIRDERTRUSS 12"HOG NAILS <br />WALL / FLOOR FRAMING, <br />TRUSS PARALLEL TO WALL <br />2 SCALE: 314"=1'-0" <br />BUSSES L PT 2X6 B K' G 3E BETWEEN <br />PLY <br />INTO LEDGER AND 10d 6 3" O.C. <br />STAGGERED UPPER PLY INTO 2.6 <br />BELOW <br />8° CMU WALL <br />REINF PER PLAN <br />PER ELEVATION <br />O <br />QOULk <br />K Qa}�w <br />PER EVATIO i <br />iX2 FIRE -STOP <br />1. <br />5.1/4 <br />'�` <br />NI <br />#8 WOOD SCREWS <br />x 2" LONG D 3" O.C.; <br />STAGGERED OFF <br />CENTERLINE OFF 2x6; <br />3/4" AS SHOWN NI <br />SIMPSON A23 <br />EA. TRUSS /q" <br />NAILING PATTERN <br />PRE-ENGINEERED WOOD <br />FLOOR TRUSSES (SEE <br />FRAMING PLAN) <br />S2X_ EDULE LEDGER <br />SEE SCH <br />SEE <br />SECTION DETAIL <br />AT TRUSSES BEARING <br />�,,ON EXTERIOR WALL <br />SCALE: 3/4"=1'-0" <br />#8 WOOD SCREWS x 2" <br />LONG E 3" O.C.; <br />STAGGERED NI <br />AS SHOWN IM <br />DBL 2X8 LEDGER JIIIIIII <br />TO CMU W/ 12" EXP. BOLT NI <br />8" CMU WALL AT 16" O.C. AND 8" FROM <br />REINF PER PLAN END W/MIN 5-112" EMBED. <br />FLOOR DECK <br />p R LEVAT ON <br />O z NAILING PATTERN <br />3 1UV <br />K Qa w <br />PER ELEVATION m! <br />24„ M PRE-ENGINEERED WOOD <br />2x4 P.T. CEILING FLOOR TRUSSES (SEE <br />NAILER W/ FRAMING PLAN) <br />MASONRY NAILS <br />0 12" O.C. <br />1X2 FIRE -STOP <br />SECTION DETAIL <br />AT TRUSSES PARALLEL <br />TO EXTERIOR WALL <br />4 SCALE: 3/4"=1'-0" <br />2x STUDS PER PLANS <br />2x STUDS PER PLANS <br />DBL PT 2x6 BLK'NG BETWEEN <br />20 BLOCKING BETWEEN TRUSSES <br />TRUSSES W/ 10d 0 3" O.C. 1ST PLY <br />FLOOR DECK <br />2x4 CONT. W/ (4) l6d NAILS <br />(2) 2X4 No.2 SYP DIAG. WHERE X-BRACING IS PRESENT AT <br />INTO LEDGER AND 10d 0 3" O.C. <br />#8 WOOD SCREWS <br />2x4 BLOCKING EA. BRACE. <br />NOTE: <br />- @ TOP Of FLR TRUSS <br />BRACE W/ (3)12d G EA. 4'-0" O.C. (AT SHEATHING SEAMS) <br />STAGGERED UPPER PLY INTO 2x6 <br />x 2" LONG C 3" O.C.; NI <br />TOENAIL INTO TRUSS W/ (4)16d <br />STRUCTURAL SHEATHING <br />(TOP 2X4 SUPPORTS 8T. <br />TRUSS (DIAG. BRACE TO <br />BELOW <br />STAGGERED OFF <br />NAILS 0 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. <br />1'A" MIN. FROM 2NO. FLR. <br />FLOOR DECK <br />TO (1) "X" BRACE <br />DBL 2X8 LEDGER <br />E(5) ND <br />NAILS EA. END <br />LINE <br />2X BTOOF FLOOR TRUSSES <br />30A 60-- <br />30'-1" TO (3) °X" BRACE <br />PRE-ENG GABLE TRUSS <br />"X" <br />CMU WALL <br />TO CMU W/ 12" EXP. BOLT NI <br />Bd RING SHANK NAILS (N 4" O.C. MAX <br />INTO BLOCKING <br />(BT. 2X61S FOR WALL <br />ACE <br />(1) BRACE CENTER <br />BRACE DIVIDED EQUALLY STIFFBACK AT ALL 2x SUB -BAND <br />REINF PER PLAN <br />R <br />AT i6" O.C. AND 8" FROM <br />END W/ MIN 5-12"EMBED. <br />16d NAILS ®8" O.C. MAX <br />SHEATHING NAILER) <br />FROM <br />FROM CENTER TO END. HIGH <br />UPRIGHTS OVER <br />1X2 FIRE -STOP <br />NG) <br />(AS PER TRUSS ENG) <br />PER ELEVATION <br />FLOOR DEC III/q�� <br />PER ELEVATION PER ELEVATION <br />PLYWOOD SHEATHING, SEE <br />NAILING PATTERN <br />"ROOFIWALUFLOOR <br />SHEATHING <br />pp}1�� <br />FASTENER SCHEDULE" <br />P R E E ATI N i� <br />PER ELEVATION PER ELEVATION <br />SEE TYP. TRUSS CONNECTOR <br />DETAIL FOR STRAPPING INFO. <br />2z4 P.T. CEILING <br />24" M PRE-ENGINEERED WOOD <br />FLOOR TRUSSES (SEE <br />PRE-ENGINEERED WOOD <br />FLOOR TRUSSES (SEE <br />CONNECTION PER <br />1x2, 2x WOOD FASCIA TRUSS MFG. <br />NAILER W/ <br />MASONRY NAILS <br />FRAMING PLAN) <br />PRE-ENGINEERED WOOD <br />FRAMING PLAN) <br />SEE ARCHITECTURAL <br />2x SECURED W/ (3)16d ENGINEERED WOOD <br />a 12" O.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" O/C, <br />REPAIR DETAIL I F <br />BOND BEAM RED. BOND BEAM RED. <br />EVERY TRUSS (VERIFY <br />1x2 SECURED W/ 10d SUBMIT SHOP DRAWINGS <br />1X2 FIRE -STOP <br />LEDGER INSTALLED TOO LOW <br />SIMPSO32"O.0 <br />W/ TRUSS PLAN) <br />GALV. COMMON NAILS FOR REVIEW CONT. 2x4 RAT RUN <br />AND APPROVAL <br />AT TRUSSES PARALLEL <br />M X. <br />(VERIFY W//TRUSS <br />SECTION DETAIL <br />,2"oc SECURED WI (2)12d's@ <br />BEAM EACH TRUSS <br />TO EXTERIOR WALL <br />PLAN) <br />AT PARALLEL /PERPENDICULAR <br />SEE SCHEDUMASONRY LE <br />GABLE END PRE-ENG'D TRUSS <br />5 <br />SCALE: 3/4"=V-a' <br />PRE-ENG FLOOR TRUSSES <br />7 <br />6 <br />Qj W/ HIP RETURN <br />PRE-ENG GABLE TRUSS <br />20 BLOCKING BETWEEN TRUSSES <br />STRAP TRUSS TO PL. <br />PRE-ENG <br />AT FIRST TWO BAYS 4'-0" O.G. (AT <br />O PRE-ENG'D <br />WOOD <br />SEE SCHED. BELOW <br />ROOF TRUSS <br />SHEATHING SEAMS) (BLOCKING <br />TRUSS (TYP) 6 24" O.C.MAX <br />NOT SHOWN FOR CLARITY) <br />PER ELEVTIO <br />FOR STRAPPING <br />VERIFY <br />PRE-ENG ROOF TRUSS <br />SECURE 2x6 PT. PLATE TO BLK <br />W/ TRUSS PLAN <br />TRU86 TO TOP PLATE <br />5/8" GYPSUM BOARD OR 1/2" HIGH <br />W/ 12" DIA. ANCHOR BOLT Wl2" <br />A-SIMPSON MTS12 <br />STRENGTH CLG. BOARD <br />4x414x6 SYP NO.2 <br />WASHER SET IN HIGH <br />U < 990 LBS W/ (14)10d <br />SECURE TRUSS TO TOP PLATE wl (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 LEIS W/ (14)10d <br />BELOW FOR <br />PLATE W/ 12d's 8" O.C. MAX <br />GALV. NAILS EA. STRAP <br />20 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 DBL. TOP PLATE <br />• o• <br />PROVIDE BLOCKING <br />SIMPSON SPH4 OR SPH6 BTM <br />12" GYP. WL. 80. <br />0 <br />AND TOP PLATE ANCHORS W/ <br />10d x 1 12" COMMON NAILS <br />SECURE ST. PLATE TO SLAB W/ <br />CONTFILL <br />EACH <br />ALL HOLES, DO NOT USE <br />10dx3" <br />12"x9" WEDGE ANCHOR WI 2" <br />WASHER SET IN HIGH STRENGTH <br />TRUSS/WOOD POST CONNECTIONS <br />TRUSS2x4SECUREDLED 10-4- <br />TRUSS TO BE INSTALLED (off 10'-0" O.C. <br />MAX. <br />EPDXY 5-12" EMBED. MIN. @ 16" <br />n 0a A 0b "1 0c <br />1 Vd 1 VU 1 Vli <br />OC MAX. <br />SCALE: 3l4"=1'-0" <br />GABLE END BRACING W/ PRE-ENG <br />�1 <br />GABLE TRUSS @ CMU WALL <br />`` <br />POSTCONINECTION <br />V <br />SCALE: 314"=1'-0" <br />. <br />ea• . <br />TRUSS TO <br />A - SIMPSON MTS-12 U < 990 LBS W/ (14)10d GALV. NAILS. <br />-• I <br />13 - SIMPSON HTS-20 U < 1310 LBS W/ (20)10d GALV. NAILS. <br />C - 2-PLY-SIMPSON VGT/HDU4 U < 4565 LBS VGT TO TRUSS WI (16) <br />1/4'k3"SDS, (1) 51V` 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 />PMT0 SLAB CONNECTION <br />SCALE: 3/4"=V-0" <br />A&B - 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 GA 0,335 W/ 518 DIA. x 6" EXP. BOLT <br />C - SIMPSON HTT5 POST ON SLAB <U:4,565 W/ 5l8" A.B. WITH MIN. 7" <br />EMBEDMENT TO SLAB 8 (26)16d x 2.1/2" NAILS TO POST. <br />1441 N. RONALD REAGAN BLVD. <br />ORLANDO, FL 32750 <br />FM: 407-774-6078 <br />FAX: 407.7744076 <br />www.abdesigngroup.com <br />AA all: 0003325 <br />M <br />ING BY:N GROUPNG INC.T CENTER BLVD. 1004RIDA 33634W2628888-2802 <br />�IUINIIII <br />atWDIV. & LUT <br />SILVERADO <br />LOT #13 <br />BLK #13 <br />PROJECT* <br />03719,000-13 <br />mop3m.: <br />2795-F <br />GARAGE awtxG: <br />LEFT <br />PAGE: <br />DETAILS <br />%44150 MPH EXP. B <br />NOV <br />DAR1E 10/30/20 <br />SCALE: 1/4"=1'—O" <br />SHEET <br />S3.1B <br />