Laserfiche WebLink
LOOR DECK <br />S PT TERMINATION <br />2x4 STRONGBACK SECURED TO BLOCKING SECURED TO WALL <br />EACH TRUSS W/ (3) 16d COMMON W/ (6) 3/16- x 4 TAPCOJNP, <br />NAILS PROVIDE 2-TRUSS LAP <br />SPLICE LOCATED EITHER TOP OR <br />BOTTOM OF FLOOR TRUSS, <br />TYPICALLY 10'-U'BUT REFER TO <br />TRUSS ENGINEERING <br />2x4 STRONGBACK, <br />DfFLLOgOgR BRACING <br />SCALE: 3/4!'=l'-0l' <br />SIMPSON H6 W/ <br />(8)8d COMMON NAILS 2x ST <br />SIMPSON H6W/(8)8d EACH END <br />0 <br />C MMON NAILS, EACH Al— <br />END EVERY STUD OR ON <br />EACH END OF "BUNDLE" <br />OF STUDS <br />PLYWOO FLOOR <br />SHEATHIONG <br />T T T <br />SIMPS NSPH4/SPH6BTM. -j <br />0 <br />FLOOR TRUSS OR PLATE STRAPS Wl 10d x I <br />GIRDER TRUSS 1/Z'HDGNAILS <br />WALL FLOOR FRAMING, <br />TRUSS PARALLEL TO WALL <br />DBL PT 2K6 BLWNG BETWEEN <br />TRUSSES Wt 10d 0 YO.C. 1ST PLY <br />INTO LEDGER AND 10d 0 3' O.C. <br />S AGGERED UPPER PLY INTO 2x6 <br />BT <br />ELOW <br />8" CMU WALL <br />REiNF PER PLAN <br />ER PLAN <br />'ALL: 0 <br />PER ELEVATION 1j. <br />VATION <br />0 <br />PER ELEVA _QN IiIIA RE�E <br />1X2 FIRE -STOP <br />if <br />#8 WOOD SCREWS <br />x 2" LONG Q 3" O�C.: <br />STAGGERED OFF <br />CENTERILINE OFF 2x6; <br />SIMPSON A23 <br />EA. TRUSS <br />NIIIIIJUNG PATTM <br />PRE-ENGINEERED WOOD <br />FLOOR TRUSSES (SEE <br />FRAMING PLAN) <br />BL 2X_ LEDGER <br />SEE SCHEDULE <br />s <br />SECTION DETAIL <br />AT TRUSSES BEARING <br />K_,_�ON EXTERIOR WALL <br />NOT USED <br />2x STUDS PER PLANS <br />2x STUDS PER PLANS <br />DBL PT Z(6 BLWNG BETWEEN <br />TRUSSES W/ 10d @ 3- O.C. IST PLY <br />FLOOR DECK <br />2x4 CONT. Wl (4) 16d NAILS <br />INTO LEDGER AND 10d 0 31 O.C. <br />#8 WOOD SCREWS <br />NOTE: <br />a TOP OF FUR TRUSS <br />STAGGERED UPPER PLY INTO Z(6 <br />x Z'LONG @ 3!'O.C,; <br />*1 <br />2x4 BLOCKING@ EA. BRACE. <br />TOENAIL INTO TRUSS W/ (4)16d <br />STRUCTURAL SHEATHING <br />(TOP 2X4 SUPPORTS BT. <br />BELOW <br />STAGGEREDOFF <br />CENTERUNE OFF 2<6: <br />NAILS 0 EA. END <br />MUST NOT BREAK WITHIN <br />PLATE OF 2ND FUR) <br />W4" AS SHOWN <br />2x4BRACE@4&'O.0 w/(5)12d <br />1'4" MIN FROM 2ND. FUR. <br />FLOOR DECK <br />NAILS EA. END <br />LINE <br />2x6 CONT. W/ (8) 16d NAILS <br />-DBL2X8LEDGER <br />TO C W/lrz-EX BOL <br />8d RING SHANK NAILS 4F C. <br />0 BT. OF FLOOR TRUSS <br />8" CMU WALL <br />le <br />AT 0 C AND 8.��ROM <br />// �U <br />Mi <br />INTO BLOCKING <br />2X6 <br />(ST, IS FOR WALL <br />SHEATHING NAILER) <br />REINF PER PLAN <br />END Wl MIN 5-10EMBE. <br />l6d NAILS 0 W 0 C MAX <br />lX2 IRE -STOP <br />PER ELEVATION <br />FLOOR DEC /4" <br />"PPER ELEVATION PER ELEVATION J4 <br />0 <br />O� <br />zu, <br />'fLEDGER <br />_�e <br />NALM PATna <br />0 <br />PER ELEVATION '6�1 <br />ly <br />M� PER ELEVATION PER ELEVATION Ak <br />If IV <br />S <br />2x4l 1. - EILIN G <br />4" M =PRE-ENGINEERED WOOD <br />FLOOR TRUSSES (SEE <br />PRE-ENGINEERED WOOD <br />NAILER W/ <br />FRAMING PLAN) <br />PRE-ENGINEERED WOOD <br />F OR TRUSSES (SEE <br />FLOAMING PLAN) <br />MASONRY NAILS <br />0 12" O.C. <br />FLOOR TRUSSES (SEE <br />FRAMING PLAN) <br />SEE SCHEDULE FOR SEE SCHEDULE FOR <br />SIMPSON HETA-16 @ <br />REPAIR DETAIL IF <br />BOND BEAM REQ. BOND BEAM REQ. <br />EVERY TRUSS (VERIFY <br />1X2 FIRE -STOP <br />INSTALLED TOO LOW <br />SIMPSON HETA-160 <br />Wl TRUSS PLAN) <br />AT TRUSSES PARALLEL <br />3Z'O,C. MAX. <br />(VIERIFYWITRUSS <br />SECTION DETAIL <br />EXTERIOR WALL <br />PLAN) <br />AT PARALLEL / PERPENDICULAR <br />&T2O <br />5 <br />_�ZE <br />SCALE 3l4"=l'-0** <br />t/:�PRE-ENG <br />FLOOR TRUSSES <br />NOT USED <br />PRE-ENG GABLE TRUSS <br />2x4 BLOCKING BETWEEN TRUSSES <br />STRAP TRUSS TO PL <br />PRE-ENG <br />AT FIRST TWO BAYS 4'-U' O.C. (AT <br />PRE-ENG'D WOOD <br />SEE SCHED. BELOW <br />ROOFTRUSS <br />SHE THING SEAMS) (BLOCKING <br />A <br />TRUSS (TYP) 0 24 O.C. <br />NOT SHOWN FOR CLARITY) <br />MAX <br />Ak <br />FOR STRAPPING <br />PER EL VATION <br />VERIFY <br />PRE-ENG ROOF TRUSS <br />SECURE 2x6 PT. PLATE TO BILK <br />Wt TRUSS PLAN <br />TRMTOTWPLATE <br />5/&'GYPSUM BOARD OR 1/2'HIGH <br />W, 1/7'DIA. ANCHOR BOLT W/ 2' <br />A -SIMPSON MTS12 <br />STRENGTH CLG. BOARD <br />04/06 SYP NO. 2 <br />WASHER SET IN HIGH <br />U � 990 LBSWI(14)10d <br />SECURE TRUSS TO TOP PLATE �1(2) <br />WOOD POST TO <br />STRENGTH EPDXY 6' MIN. <br />GALV. NAILS. <br />16d TOENAILS <br />SLAB. SEE <br />EMBED AT 37'OC MAX <br />B - (2 1 SIMPSON MT612 <br />DOUBLE TOP PLATE <br />SCHEDULE <br />SECURE GABLE TO 2x8 RT. <br />U � 1420 LBS W1 (14) 10d <br />BELOW FOR <br />PLATEW/ 12d'. 8!'O,C. MAX <br />GALV. NAILS EA. STRAP <br />2x4 OR 2x6 WOOD BEARING <br />CONNECTION <br />WALL Wl SYP No 2 STUDS SEE <br />FL#17239 <br />PLANS FOR SPACING. SINGLE <br />CONG. P��URED <br />BTM. PLATE TO BE PT. <br />LINTEL COURSE <br />PROVIDE DBL. TOP PLATE <br />PROVIDE BLOCKING <br />SIMPSON SPH4 OR SPH6 BTM <br />IrZ'GYP. WL. BID. <br />:0: <br />AND TOP PLATE ANCHORS W/ <br />I Gd x 1 1/2" COMMON NAILS <br />SECURE ST. PLATE TO SLAB W/ <br />— <br />CONT, 2x4 SECURED W/ (2) 10d's @ <br />EACH <br />FILL ALL HOLES, DO NOT USE <br />10d 3" <br />VZ�x9" WEDGE ANCHOR W/ Z' <br />WASHER SET IN HIGH STRENGTH <br />TRUSSANOOD POST CONNECTIONS <br />TRUSS TO BE INSTALLED 0 10'-0" O.C. MAX. <br />x <br />EPDXY 5-1/Z'EMBED. MIN. 0 16- <br />Ob 10c <br />OC MAX <br />SCALE: 314"=T-7 <br />GABLE END BRACING W/ PRE-ENG <br />GABLE TRUSS Q CMU WALL <br />TFROM TO CONNECTION <br />SCALE: 3/,V'=I':F <br />A SIMPSON M S-12 U - 990 LBS WII14) 10d GALV. NAILS. <br />: <br />B SIMPSON HTS-20U� 1310 LBSWI (20)lOdGALV. NALS. <br />C - 2-PLY-SIMPSON VGT/HDU4 U � 4565 UBS VGT TO TRUSS W/(16) <br />114-0"SDS, (1) 5/6" kT R. TO HOU4 AND (10) 114- X 2 1,7' SIDS TO POST <br />TRUSS CONNECTION @ L.B.W. <br />9a 9b <br />SCALE: 314"=l'-U' <br />A&B - SIMPSON ABU44Z POST BASE �U:1,900 G:5,660 Wl 5/8 DIA. x 6'EXP. BOLT <br />SI MPSON ABU46Z POST BASE �U:2,300 G: 10,335 W/ 518 DIA. x 6'EXP. BOLT <br />r SIMPSON HTT5 POST ON SLAB �U:4,565 W/ 518PA.B. WITH MIN. T' <br />EMBEDMENT TO SLAB & (26)16dx2-1/7NAILS TO POST. . . . . OOOF <br />A 10 1 IT 10 T! <br />Gftopul. <br />441 N. RONALD REAGAN BLVD. <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />www.abdosigngroup com <br />AA#:0003325 <br />CDRAFTING BY, <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />5439 BEAUMONT CENTER BLVD. <br />SU ITE 1004 <br />TAMPA EILORIDA3363]4 <br />PH: $13-896-21528 <br />mgxmDlrv. a. Mm"N <br />SILVERADO <br />LOT #5 <br />BLK #10 <br />PROJECTtf <br />03719.000-05102 <br />MODICIA <br />2368—D <br />GARAGIC 8111111MG: <br />LEFT <br />PAGIC: <br />DETAIlS <br />%,,,150 MPH EXF. BJ <br />