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FLOOR DECK <br />2z6 PT TERMINATION <br />2x4 STRONGBACK SECURED TO BLOCKING SECURED TO WALL <br />EACH TRUSS W/ (3) l6d COMMON Wl (6) 3/16""x 4 TAPCONS <br />NAILPROVIDE 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: 3l4"=V-9' <br />SIMPSON H6 W/ <br />(8)8d COMMON NAILS 2x STUDS <br />SIMPSON H6 W/ (8) 8d EACH ENO <br />COMMON NAILS, EACH <br />END EVERY STUD OR ON <br />EACH END OF "BUNDLE" <br />OF STUDS <br />PLYWOOD FLOOR <br />SHEATHING <br />i <br />SIMPSON SPH4/SPH6 BTM. <br />FLOOR TRUSS OR PLATE STRAPS W/ 10d x 1 <br />GIRDER TRUSS 1l2" HOG NAILS <br />WALL FLOOR FRAMING, <br />2 TRUSS PARALLEL TO WALL <br />SCALE: 3/4"=1'-0 <br />PLYWOOD SHEATHING, <br />SEE <br />"ROOFNVALUFLOOR <br />SHEATHING <br />FASTENER SCHEDULE" <br />2x4 BLOCKING AT ENGINEERED WOOD <br />24" O.C. wl (2)12d TRUSSES 0 24" O/C, <br />TOE NAILS EA. SUBMIT SHOP <br />END TO TRUSS DRAWINGS FOR REVIEW <br />AND APPROVAL <br />(2) SIMPSON OTC CLIPS Wl <br />SEE SCHEDULE (2) 3/16" X 1 3l4" <br />FOR BOND BEAMS <br />REQ. CONCRETE SCREWS INTO <br />CMU AT BLOCKING W/ 114" <br />8" CMU WALL. MAX, GAP FROM TOP OF <br />SEE PLAN FOR WALL TO BOT. OF VERT. REINF. WALL BRACING AT BLOCKING <br />NOW BEARING EXT. WALL <br />3 <br />2x STUDS PER PLANS <br />2x STUDS PER PLANS <br />DBL PT 2x8 BLICNG BETWEEN <br />2x4 BLOCKING BETWEEN TRUSSES <br />TRUSSES W110d 3" O.C. 1ST PLY <br />� <br />FLOOR DECK <br />2x4 CONT. WI (4)18d NAILS <br />(2) 2X4 No.2 SYP DU1G. WHERE X-BRACING IS PRESENT AT <br />INTO LEDGER AND 10d @ Y O.C. <br />#8 WOOD SCREWS <br />2x4 BLOCKING EA. BRACE. <br />NOTE: <br />0 TOP OF FLR TRUSS - <br />BRACE W/ (3) 12d � EA. 4'-0" D.C. (AT SHEATHING SEAMS) <br />STAGGERED UPPER PLY INTO 2x6 <br />x 2" LONG @ 3" O.C.; <br />«( <br />TOENAIL INTO TRUSS W/ 4 16d <br />() <br />STRUCTURAL SHEATHING <br />(T OP 2X4 SUPPORTS ST. <br />TRUSS BRACE TO <br />BELOW <br />STAGGERED OFF <br />CENTERLINE OFF 2x6; <br />NAILS END <br />MUST NOT BREAK WITHIN <br />PLATE OF 2ND FLR) <br />COVER 5 TRUSSES <br />5 TRUSSES) <br />) <br />3/4" AS SHOWN <br />2x4 BRACE @ 48" O.C. w/ (5)12d <br />C. l ( <br />1'a{" MIN. FROM 2ND. FLR, <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 />@ ST. OF FLOOR TRUSS <br />30'-1" TO 60'-0 (3) "X" BRACE <br />PRE-ENG GABLE TRUSS <br />"X" <br />TO CMU W/ 12" EXP. BOLT AT <br />8d RING SHANK NAILS IM 4" O.C. MAX <br />FOR <br />(1) BRACE @ CENTER <br />8" CMU WALL <br />AT 16" O.C. AND 8" FROM <br />INTO BLOCKING <br />(BT. 2X61S WALL <br />SHEATHING NAILER) <br />(2) "X" BRACE DIVIDED EQUALLY 2x SUB -BAND <br />STIFFBACK AT ALL <br />REINF PER PLAN <br />END W/ MIN 5-12"EMBED. <br />16d NAILS (� 8" O.C. MAX <br />FROM CENTER TO END. <br />UPRIGHTS OVER 4'-10" HIGH <br />PER ELEVATION <br />FLOOR DEC 14„ <br />PER ELEVATION PER ELEVATION <br />1X2 FIRE -STOP <br />(AS PER TRUSS ENG) <br />LLO 3*S <br />0 <br />- F- <br />PLYWOOD SHEATHING, SEE <br />NNL1110 PATTERN <br />"ROOF/WALL/FLOOR <br />3 U= <br />SHEATHING <br />O <br />Kw <br />FASTENER SCHEDULE" <br />PER ELEVATION <br />PER ELEVATION PER ELEVATION <br />SEE TYP. TRUSS CONNECTOR IN I <br />DETAIL FOR STRAPPING INFO. <br />2z4 P.T. CEILING <br />2q" M PRE-ENGINEERED WOOD <br />FLOOR TRUSSES (SEE <br />PRE-ENGINEERED WOOD <br />CONNECTION PER <br />1x2, 2z WOOD FASCIA <br />NAILER W/ <br />FRAMING PLAN) <br />PRE-ENGINEERED WOOD <br />FLOOR TRUSSES (SEE <br />FRAMING PLAN) <br />SEE ARCHITECTURAL TRUSS MFG. <br />MASONRY NAILS <br />FLOOR TRUSSES (SEE <br />SEE SCHEDULE FOR SEE SCHEDULE FOR <br />2x SECURED W/ (3)1Sd ENGINEERED WOOD <br />12. O.C. <br />REPAIR DETAIL I F <br />FRAMING PLAN) <br />BONG BEAM REQ. BOND BEAM RED. <br />SIMPSON HETA-16 G <br />EVERY TRUSS (VERIFY <br />GALV. COMMON NAILS. TRUSSES 0 24" OIC, <br />1x2 SECURED W/ 1Od SUBMIT SHOP DRAWINGS <br />IX2 FIRE -STOP <br />LEDGER INSTALLED TOO LOW <br />SIMPSON HETA-16 0 <br />W/ TRUSS PLAN) <br />GALV. COMMON NAILS FOR REVIEW CONT. 2x4 RAT RUN <br />AT TRUSSES PARALLEL <br />32"O.C. MAX. <br />(VERIFY W/ TRUSS <br />SECTION DETAIL <br />12"O/C AND APPROVAL SECURED W/(2)12d's� <br />EACH TRUSS <br />TO EXTERIOR WALL <br />PLAN) <br />AT PARALLEL / PERPENDICULAR <br />MASONRY BOND BEAM <br />SEE SCHEDULE <br />`J <br />GABLE END PRE-ENG-D TRUSS <br />scALE:3<°=r-0" <br />%PRE-ENG <br />FLOOR TRUSSES <br />7 <br />6 <br />W/ HIP RETURN SCALE:34"=1'-0" <br />SCALE: 3/4"=1'-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 />O PRE-ENG'D <br />WOOD <br />SEE SCHED. BELOW <br />ROOF TRUSS <br />SHEATHING SEAMS) (BLOCKING <br />TRUSS (TYP) Q 24" O.C. <br />NOT SHOWN FOR CLARITY) <br />MAX <br />R E VATION <br />FOR STRAPPING <br />O <br />VERIFY <br />PRE-ENG ROOF TRUSS <br />SECURE 2x8 PT. PLATE TO BLK <br />W/ TRUSS PLAN <br />TRUSS TO TOP PLATE <br />5/8" GYPSUM BOARD OR 12" HIGH <br />W/ 1/2" DIA. ANCHOR BOLT W/ 2" <br />, <br />A-SIMPSON MTS12 <br />STRENGTH CLG, BOARD <br />4x414x6 SYP NO.2 <br />WASHER SET IN HIGH <br />,.,j <br />U < 990 LBS WI (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 LBS WI (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 />WALL W/ SYP No 2 STUDS SEE <br />CONNECTION <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 />PROVIDE BLOCKING <br />• o• <br />SIMPSON SPH4 OR SPHB BTM <br />12" GYP. WL. BD. <br />:0: <br />AND TOP PLATE ANCHORS W/ <br />10d x 1 12" COMMON NAILS <br />SECURE ST. PLATE TO SLAB W/ <br />CONT. 2x4 SECURED Wl (2) 10d's EACH <br />FILL ALL HOLES, DO NOT USE <br />10dx3" <br />12"x9" WEDGE ANCHOR W/ 2" <br />WASHER SET IN HIGH STRENGTH <br />TRUSSMOOD POST CONNECTIONS_ <br />TRUSS TO BE INSTALLED @10-0"O.C. <br />MAX. <br />EPDXY 5-112" EMBED. MIN. @ 16" <br />�j <br />1 OCR 10b 1 OC <br />OC MAX. <br />SCALE: 3/4"=V-9' <br />GABLE END BRACING W/ PRE-ENG <br />�1 <br />GABLE TRUSS @ CMU WALL <br />TRIM TOPoarcoNNECTNow <br />A - SIMP50N MTS-12 U <990 LBS W/ (14)10d GALV. NAILS. <br />B - SIMPSON HTS-20 U < 1310 LBS W/ (20)10d GALV. NAILS. <br />C - 2-PLY-SIMPSON VGTMDU4 U < 4565 LBS VGT TO TRUSS Wl (16) <br />114N3"SDS, (1) 5/8" A.T.R. TO HOU4 AND (10)1/4" X 2 12" BOB TO POST <br />TRUSS <br />CONNECTION @ L.B.W. <br />�,- <br />b <br />POST TO SLAB CONNECTION <br />`9Q 9 <br />SCALE: 314"=1'-0" <br />A&B - SIMPSON ABU44Z POST BASE dU:1,900 GA660 W/ 5/8 DIA. x 6" EXP. BOLT <br />SIMPSON ASU46Z 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 8 (26)16d x 2-12" NAILS TO POST. <br />1441 N. RONALD REAGAN BLVD. <br />ORLANDO,FL32750 <br />PH:407-774-6078 <br />FAX: 407-774-4078 <br />www.abdeslgngroup.com <br />AA 8: 0003325 <br />DRAFTING BY: <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />5439 BEAUMONT CENTER BLVD. <br />SUITE 1004 <br />TAMPA, FLORIDA 33634 <br />PH: 8i3888-2828 <br />FAX: 813888.2802 <br />>lulmm de LOT <br />SILVERADO <br />LOT #18 <br />BLK #13 <br />PROJECT* <br />p2795— D <br />OARAGS 8Wl Cl- <br />LEFT <br />PADS: <br />DETAILS <br />150 H E <br />DAR * 01/30/21 <br />OCALS: 1/4"=f-0" <br />BIHSST <br />S3.1B <br />