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FLOOR DECK <br />2x6 PT TERMINATION <br />2x4 STRONGSACK SECURED TO BLOCKING SECURED TO WALL <br />EACH TRUSS W/ (3) tfid 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 1a-0" BUT REFER TO <br />TRUSS ENGINEERING <br />2x4 STRONGBACK, <br />FLOOR BRACING <br />1 SCALE: 3 4"=1' 0 <br />SIMPSON H6 Wl <br />(8m COMMON NAILS 21, STUDS <br />SIMPSON H6 W/ (8) Ild EACH END <br />COMMON NAILS, EACH <br />END EVERY STUD OR ON <br />EACH END O F "BUNDLE" <br />OFSTUDS <br />PLYWOOD FLOOR <br />SHEATHING <br />SIMPSON SPH4/SPH6 BTM. <br />PLATE STRAPS W/ 100 x 1 <br />FLOOR TRUSS OR 1r'TE S NAILS <br />GIRDER TRUSS <br />WALL / FLOOR FRAMING, <br />r� TRUSS PARALLEL TO WALL <br />L SCALE: 3f4"=V-9' <br />PLYWOOD SHEATHING, <br />SEE <br />8 �T/WALL/FLOOR <br />HING <br />FASTENER SCHEDULE" <br />2x4 BLOCKING AT ENGINEERED WOOD <br />24" O.C. wl (2)12d TRUSSES 0 24" O/C, <br />ToNAILS 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 3/4" <br />FOR BOND BEAM <br />REO CONCRETE SCREWS INTO <br />GMU AT BLOCKING W/ 1/4" <br />8' CMU WALL MAX. GAP FROM TOP OF <br />SEE PLAN FOR WALL TO BOT. OF <br />VERT. REINF. BLOCKING <br />WALL BRACING AT <br />NOW BEARING EXT. WALL <br />2x STUDS PER PLANS <br />2x STUDS PER PLANS <br />DBL PT 2.6 BLK'NG BETWEEN <br />2x4 BLOCKING BETWEEN TRUSSES <br />TRUSSES W/ 10d 0 3' O.C. 1ST PLY <br />FLOOR DECK <br />2x4 CONT. W/ (4)16d NAILS <br />(2) 2X4 No.2 SYP DIAG. WHERE XSRAC(NG IS PRESENT AT <br />INTO LEDGER AND 10d 0; 3" O.C. <br />e8 WOOD SCREWS <br />2.4 BLOCKING 0J EA BRACE. <br />NOTE; <br />0) TOP OF FUR TRUSS <br />BRACE W/ (3)12d 0) EA 4'-W O.C. (AT SHEATHING SEAMS) <br />STAGGERED UPPER PLY INTO 2x6 <br />x 2' LONG 0 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' MIN. FROM 2ND. FIR. <br />FLOOR DECK <br />a-0" TO 3a-0" (1)'0(" BRACE <br />NAILS 0j EA END <br />LINE <br />2x6 CONT. W/ (8)16d NAILS <br />3a-1" TO 6a-0 (3) X' BRACE <br />DBL 2X8 LEDGER <br />TO CMU W/ 1PY' EXP. BOLT MI <br />8d RING SHANK NAILS 4" O.C. MAX <br />0 BT. OF FLOOR TRUSS <br />PRE-ENG GABLE TRUSS <br />(1)'W' BRACE 0J CENTER <br />K. CMU WALL <br />AT 16' O.C. AND 6' FROM <br />//"FLOOR <br />INTO BLOCKING <br />(BT. 2(61S FOR WALL <br />(2) "X" BRACE DIVIDED EQUALLY STIFFBACK AT ALL 2x SUB -BAND <br />REINF PER PLAN <br />END W/ MIN 5-1r" EMBED. <br />16d NAILS 0) 8" O.C. MAX <br />SHEATHING NAILER) <br />FROM CENTER TO END. <br />UPRIGHTS OVER 4'-1a' HIGH <br />1X2 FIRESTOP <br />(AS PER TRUSS ENG) <br />PER ELEVATION <br />DEC III �f4„ <br />PER ELEVATION PER ELEVATION <br />_Y <br />�IIIIF�`" <br />PLYWOOD SHEATHING, SEE <br />z <br />NAILWG PATTERN <br />'ROOFNJALLIFLOOR <br />hU2 <br />SHEATHING <br />O <br />FASTENER SCHEDULE" <br />PER ELEVATION M �� <br />PER ELEVATION PER ELEVATION <br />SEE TVP. TRUSS CONNECTOR <br />DETAIL FOR STRAPPING INFO. <br />2x4 P.T. CEILING <br />PRE-ENGINEERED WOOD <br />24" <br />FLOOR TRUSSES (SEE <br />PRE-ENGINEERED WOOD <br />CONNECTION PER <br />to 2x 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)16tl ENGINEERED WOOD <br />�1ro.c. <br />FRAMING PLAN) <br />BOND BEAM REQ. BOND BEAM REQ. <br />SIMPSON HETA-16 0S <br />GALV. COMMON NAILS, TRUSSES 0i 24" OlC, <br />REPAIR DETAIL IF <br />EVERY TRUSS (VERIFY <br />1x2 SECURED WI 100 SUBMIT SHOP DRAWINGS <br />iX2 FIRESTOP <br />LEDGER INSTALLED TOO LOW <br />SIMPSON HETA-16 <br />Wl TRUSS PLAN) <br />GALV. COMMON NAILS FOR REVIEW CONT. 2x4 RAT RUN <br />AT TRUSSES PARALLEL <br />(VER FYW TRUSS <br />SECTION DETAIL <br />17'O/C AND APPROVAL SECURED W/(2)12ds0 <br />MASONRY BOND BEAM EACH TRUSS <br />���TO <br />EXTERIOR WALL <br />PLAN) <br />P <br />AT PARALLEL /PERPENDICULAR <br />SEE SCHEDULE <br />GABLE END PRE-ENG'D TRUSS <br />sCALE: 3/4"=V-0" <br />PRE-ENG FLOOR TRUSSES <br />7 SCALE: 3/4"=r-a' <br />6 <br />W/ HIP RETURN <br />PRE-ENG GABLE TRUSS <br />2.4 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) <br />0; 24" O.C. <br />NOT SHOWN FOR CLARITY) <br />MAX <br />0 <br />PER ELNATION <br />FOR STRAPPING <br />O <br />VERIFY <br />ROOF TRUSS <br />SECURE 2x6 PT. PLATE TO BLK <br />W/ TRUSS PLAN <br />TRUSS TO TOP PLATE <br />SUM BOARD OR 1/Z'HIGH <br />W/1r"DIA ANCHOR BOLT W/2' <br />A-SIMPSON MTS12 <br />r5ff'G <br />TH CLG. BOARD <br />4x4l4x6 SYP NO. 2 <br />WASHER SET IN HIGH <br />U < 990 LBS W/ 114) 10d <br />TRUSS TO TOP PLATE w/ (2) <br />WOOD POST TO <br />STRENGTH EPDXY6'MINGALV. <br />NAILS. <br />NAILS <br />SLAB.SEE <br />EMBED. AT 32' OCMAX. <br />B-12) SIMPSON MTS12 <br />TOP PLATE <br />SCHEDULE <br />SECURE GABLE TO2x8 P.T. <br />U<1420 LBSW/(14) 10d <br />BELOW FOR <br />PLATE W/ 12ds WO.C. MAX <br />GALV. NAILS EA STRAP <br />16 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 />• <br />PROVIDE BLOCKING <br />O• <br />SIMPSON SPH4 OR SPH6 BTM <br />1r"GVP. WL. SO. <br />:0: <br />AND TOP PLATE ANCHORS W/ <br />10d x 1 1(1" COMMON NAILS <br />SECURE ST. PLATE TO SLAB W/ <br />CONT. 2x4 SECURED W/ (2)10ds 0) EACH <br />FILL ALL HOLES, DO NOT USE <br />10dx3' <br />1rk9" WEDGE ANCHOR W/ 7' <br />WASHER SET IN HIGH STRENGTH <br />POST CONNECTIONS <br />TRUSS TO BE INSTALLED@ 1a-0" O.C. <br />MAX. <br />EPDXY 5-1/Z'EMBED. MIN. 016'TRUSS/WOOD <br />SOaSS <br />OC MAX. <br />GABLE END BRACING W/ PRE-ENG <br />GABLE TRUSS @ CMU WALL <br />8 <br />TRUSS TDPOST CONNECTION <br />SCALE: 3/4''=l%9' <br />a <br />o• <br />A - SIMPSON MTS-12 U <990 UBS W/ (14)10d GALV. NAILS. <br />• S <br />B - SIMPSON HTS-20 U < 1310 LBS Wl (20)10d GALV. NAILS. <br />C - 2_PLVSIMPSON VGT/HDU4 U <4565 LBS VGT TO TRUSS WI (16) <br />lX'x7'SDS, (1) 5/8- A_T.R. TO HDU4 AND (10)1/4" X 21/7' SDS TO POST <br />_� TRUSS <br />CONNECTION @ L.B.W. <br />POSTTO8UBCONNECTION <br />.7Q .) <br />SCALE: 31,V=, '{T <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 GA0,335 W/ 5/8 DIA x 6" EXP. BOLT <br />C_SIMPSON HTT5 POST ON SLAB <UA565 Wl 5/8" AB. WITH MIN, T' <br />EMBEDMENT TO SLAB 8 (26)16d x 2-lr" NAILS TO POST. <br />A R C N I T R C T• <br />6 <br />Groin <br />141 N. RONALD REAGAN 13LV <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdealgWoup.eoIn <br />AA M: 0003325 <br />DRAFTING BY- <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />5439 BEAUMONT CENTER BLVD. <br />SURE 1004 <br />TAMPA, FLORIDA 33634 <br />PH: 813886-2628 <br />FAX: 813886-2802 <br />sysDM & L.01" <br />SILVERADO <br />LOT# 1 <br />BLK# 16 <br />PROJECT# <br />03719.000-01161 <br />'MODEL• <br />2795—CAMDEN <br />GARAGE 8111II140: <br />RIGHT <br />PAGE: <br />DETAILS <br />150 MPH <br />D=' � 03/24/21 <br />SCALE: 1/4"=1'-O" <br />SI'IZET <br />S3.1B <br />