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AT E' <br />CONN. IT <br />GOA E 7 <br />_JL <br />I <br />I I <br />II II II II <br />I <br />M4 LL M3 I <br />4 <br />S5 <br />SIM. AT <br />CONN. <br />USP HD4101F W/ (10) 10D NAILS <br />AND (6) 3/16" TAPCONS TYP. <br />@ BEAM TO MASONRY CONNECTION <br />(2) 2X12 #2 SYP BEAM W/ 1/2" FLITCH <br />PLATE W/ (2) USP HTW20 STRAPS TO <br />COLUMN TYP. <br />EDGE OF BUILDING <br />A G TO < OF BRIG AT <br />FRONT PORCH <br />6 <br />12'-6" 16'-8" 6" 20'-4" <br />LOWER ROOr FLOOR FRAMING "OLAN ELEVATION 9913" <br />1/4)) = 1'-0" <br />S6 <br />m <br />C- <br />N <br />Ln <br />0 <br />COLUMN SCHEDULE <br />O <br />3 1 /2%5 1/4" P.L. COLUMN W/ HTT16 @ BASE <br />AND (3) - HTS20 TO GIRDER ABOVE <br />2 <br />(3) - 2x4 SPF OR SYP #1 W/ 10d NAILS @ 8" O.C. W/ <br />0 <br />(2) - MTS12 TO BEAM ABOVE & (6) - 16d TOE -NAILS @ BAS <br />O <br />4x4 #2 SYP. P.T. POST OR 3 Y2%3 Y2" 1.8E PSL COL. W/ <br />ABU44 @ BASE AND (2) MTS12 TO BEAM ABOVE <br />® <br />(3) - 2x4 SPF OR SYP #1 W/ (2) HTS20 TO BEAM BELOW <br />0 <br />3 Y2" x 3 Y2" P.L. COLUMN W/ (6) 16d <br />TOENAILS T&B "NO UPLIFT" <br />(3) - 2x4 SPF OR SYP #1 W/ 10d NAILS @ 8" O.C. <br />© <br />SEE 3/D2 FOR MORE INFORMATION. <br />7 <br />(3) - 2x4 SYP #1 W/ 10d NAILS @ 8" O.C. W/ <br />(2) - MTS12 TO BEAM ABOVE & (6) - 16d TOE -NAILS @ BAS <br />5 1/4 x7 1/4 P.L. COLUMN W/ECCQ68SDS2.5 TO BEAM ABOVE <br />8 <br />O <br />& HTT16 W1 5 8" ATR DRILLED & EPDXIED W 8" EMBEDMENT <br />TYP. @ <br />3 1 /2%5 1/4 P.L. COLUMN W/ ECCQ46SDS2.5 TO BEAM ABOVE <br />CORNERS <br />O9 <br />& HTT16 W/ 8" ATR DRILLED & EPDXIED W/ 8" EMBEDMENT <br />1 <br />D2 <br />10 <br />5 1 /4%5 1/4 P.L. COLUMN W/ HTS20 TO BEAM ABOVE <br />& HTT16 TO BASE <br />(3) - 2x4 SYP #1 W/ 10d NAILS @ 8" O.C. W/ <br />11 <br />(2) MTS12 TOP AND HTT16 BASE <br />6x6 P.T. POST OR 5 1 /4%5 1/4" 1.8E PSL COL. W/ (2) <br />MTS12 TOP AND HTT16 @ BASE <br />5 1/4%5 1/4 P.L. COLUMN W/ HTT22 @ BASE AND <br />(2) LGT2 @ TOP. <br />3 1/2% 7 1/4" P.L. COLUMN W/ HTT22 @ BASE <br />P.L. COL. W/ LSTA24 BM. TO COL. <br />W/ (18) 10d NAILS W/ (6) 16d TOE NAILS TO BASE PLATE <br />1 <br />S5 <br />SIM <br />AT <br />CONN. <br />1❑ (2) 12D TOENAILS EA. SIDE TO BEARING WALL. <br />❑2 PROVIDE (4) 2X8'S #2 SPF COLUMN UNDER <br />BM1 BEAM AND FG4 GIRDER. ATTACH W/ (2) O <br />AT BOTH BM1 BEAM AND FG4 GIRDER <br />& USP HTT16 @ BASES. ALSO REFER TO <br />FLOOR PLAN FOR DIMENSIONED LOCATION OF <br />STUDS. <br />PROVIDE (4) 2x4'S #1 SYP COLUMNS <br />UNDER FG4 ATTACH W/ (2)OAND USP HTT16 <br />AT BASE ALSO REFER TO FLOOR PLAN FOR <br />DIMENSIONED LOCATION OF STUDS. <br />4❑ PROVIDE (3) 2X8 SPF STUDS @ FRONT SIDE OF (4) <br />2X8 STUD PACK REFER TO DETAIL 7/D2 <br />ALSO REFER TO FLOOR PLAN FOR DIMENSIONED <br />LOCATION OF STUDS. <br />❑5 (4) 2X4 #1 SYP STUDS W/ USP HTT16 AT BASES <br />OFLASHING AT PRECAST <br />AND EXT SHEATHING <br />UPLIFT CONNECTION CROSS-REFERENCE <br />P <br />MARK <br />SIMPSON STRONG TIE <br />USP MANUFACTURING, INC. <br />O <br />CONNECTOR <br />CAPACITY <br />FASTENERS <br />CONNECTOR <br />CAPACITY <br />SYP <br />SPF <br />SYP <br />SPF <br />FASTENERS <br />A <br />HETA20_ <br />_—_-- 1810 <br />1810 <br />— <br />_ <br />9-_10d-x 1,1/_2" <br />9171 100 x 1 1/2" <br />HTA20 _ _ <br />HTA16 __ <br />._16_1.5----- --- <br />_ 1615_ <br />._1585 <br />1585 <br />10 - 10d x 1-1/2'___ <br />10 - 1 Od­x 1 112' - <br />B <br />HETA16 <br />_C .. <br />H2.5A <br />-6_00 __-__ <br />_---535_-_- _ <br />10__8d.- _ <br />_R_T7A __-- <br />_ 670 <br />565 .. <br />10 - 8d X 1_-1/2' _ <br />H3--- <br />- --455 --- <br />14.50 _ <br />320 -- <br />8= 8d -- — - <br />7 - 10d x 1 1/2" <br />RT3--- <br />HTA20 18 <br />- 610- - - <br />--- 1400 <br />-_ _525 <br />1400 <br />8= 8d X 1.1/2" - - <br />10 - 10d X 1 112' <br />—D — <br />E <br />- <br />META20 <br />F <br />- -- <br />HHETA20 <br />2235 <br />_ <br />10 - 1Od x 1 112" <br />G <br />H 10A <br />- <br />1340 <br />_1015 <br />18 - 10d x 1_1/2' <br />RT16A <br />1380.-_— <br />1160 <br />9-_1Od X 1 1/2' & 8-1 Od <br />5I8 ANCH ! 20 <br />10U>�ct 1/2 __- <br />H <br />_ <br />HTT4 <br />3610 <br />1 --- <br />— 3105 <br />_— O -_. <br />5l8"ANCH 118 _1_Odx1 1/2 _ <br />HTT4 - <br />2715 <br />- -- --------(-L----- <br />J <br />_ HTT5 __. <br />4350 __ <br />3740 <br />5/8" ANCH. / (26) 10dx1-1/2' <br />HTT5 <br />3225 <br />5/8" ANCH, l(28)10dx1-1R <br />__ HD3B ___ <br />31Q _.__ .. <br />___3QQ—___ <br />5/8 DIA BOLTS _,-_ <br />WANCH 3/4"STUD BOLTS <br />TDX2 TZ_, <br />TDX6 <br />__ 2345__ <br />5320_ <br />__ _,_ <br />2 __5/8 DIA. BOLTS ___ <br />2 DIA, BOLTS___ <br />—K <br />___ <br />M <br />_____ti[?5B <br />__HD713 * _ <br />6645 _ <br />- 5650 <br />7/8"ANCH.314" STUD BOLTS <br />_ <br />TDX10 <br />_ <br />_ 7845_. <br />_ <br />— _ <br />_7/8 <br />4 - 7/8' DIA, BOLTS. <br />_ N <br />_. LUS26 .-.. <br />._1165/1070 "_ <br />1005/915 .* <br />8 - 10d x 3" <br />JUS26 <br />1115/1060** <br />8- 10d <br />__p —___—tlUS26_.__1550/3335 <br />1335/2820** <br />20-_16dx3.1/2" <br />HUS26 <br />1925/3295 <br />— <br />-_ <br />20 16d x 3-1/2' <br />�)____—____ <br />Q <br />HUS28 <br />2000/4220 ** <br />1720/3125 ** <br />30 - 16d x 3 1/2" <br />HUS28 <br />2570/4345 <br />— <br />30d -16d x 3-112" <br />R <br />MTS12 <br />1000 <br />860 <br />14 - 10d x 1 112" <br />MTW12 <br />1195 <br />1005 <br />14-1Od x 1-1/2" <br />S <br />MTS16 <br />1000 <br />860 <br />14 - 10d x 1 1/2' <br />MTW16 <br />1195 <br />1005 <br />14-10d x 1-1/2" <br />T <br />_._.. MTS20 <br />1000_ <br />860 <br />14--_10d_x 1 1/2' ____ <br />__MTW20 <br />_ 1195 <br />_-_ 1005 <br />14-1.Od x 1-1/2' <br />U <br />MGT/MUGT <br />3140 <br />3140 <br />22 - 1 Od X (1) 5/8" ATR <br />W/ <br />5' EMBED W/ <br />SIMPSON "SET" <br />EPDXY <br />V <br />LGT2 <br />_ -_ <br />2150 <br />1850 <br />16 <br />( )16d SINKERS & <br />LUGT2 <br />1850 <br />_ 1810 <br />(16)10d NAILS AND <br />i <br />(7) 1/4" x 2-1/4" <br />(5) 1/4' x 3" WEDGE <br />TITENS <br />BOLTS <br />"X <br />HTS 20 <br />1450 <br />1245 <br />24-1 Od X 1 1/2" <br />HTW20 <br />1530 <br />1285 <br />24-1 Od X 1 1/2" <br />SP 1 <br />585 <br />535 <br />10 - 10d <br />SPT22 <br />685 <br />8 - 10d <br />-SP2 <br />1065 <br />605 <br />12 - 10d <br />SPT24 <br />1030 -_ <br />_ <br />12 -_1 Od _ <br />H P2 <br />645 <br />555 <br />12-1 Od X 1 1/2" <br />* MINIMUM 3" MEMBER <br />REACTIONS ARE FOR ROOF LOADS ONLY <br />DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE <br />THE <br />PLATE OFF OF THE TRUSS. <br />ALL EPDXY ANCHORS USP CIA-7000C <br />NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. <br />LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. <br />FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE <br />AREA'S & 24" OC FOR CARPET AREA'S <br />DROP HIP DETAIL <br />2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS <br />(B) <br />(B) <br />(A) <br />(+� <br />1 OR 2 PLY <br />CARRIER <br />1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") <br />*FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY <br />INTERSECTING <br />POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP <br />CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY <br />(B) <br />OTHER INTERSECTING POINT (**). INTERSECTING POINT TO BE FASTENED WITH 2 <br />- <br />16d <br />COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (8) <br />(+)� <br />TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON <br />NAILS OR GUN NAILS AT 48" OC. (+) <br />IN <br />LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. <br />STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE <br />a <br />AS DEFINED FOR HIP PLANING TRUSSES. R1} <br />1 OR 2 PLY CARRIER -(A) T <br />0 <br />co <br />STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS <br />/2 x CONT LEDGER <br />o <br />INTERSECTIONS. <br />SPLICING <br />a <br />TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER <br />w <br />STICK FRAMING SPLICING. <br />< <br />MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. <br />NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS <br />GENERAL NOTES <br />BUILDING WRAP TO GO OVER <br />FLASHING <br />1. THE ROOF PLAN DEPICTED IS NOT INTENDED TO <br />SERVE AS A TRUSS DESIGN. <br />2. TOP PLATE HEIGHTS VARY. SEE BUILDING <br />SECTIONS, WALL SECTIONS AND ELEVATIONS FOR <br />BEARING HEIGHTS. <br />3. TRUSS SPACING SHALL BE 24" O.C. MAX. UNLESS <br />OTHERWISE NOTED. CONVENTIONAL FRAMING SHALL <br />BE 16" O.C. MAX. OR AS OTHERWISE NOTED. <br />4. FRAME WALLS UP TO UNDERSIDE OF ROOF <br />TRUSSES AT ALL NON -BEARING WALLS AND AT <br />VOLUME AREA UNLESS NOTED OTHERWISE. <br />#2 <br />5. ALIGN TRUSSES AND HAND FRAMING SO ALL <br />FLASHING TO BE FLEXIBLE <br />GYPSUM WALL BOARD WILL BE CONTINUOUS FROM <br />SELF ADHESIVE TYPE <br />FLOOR TO CEILING. <br />WRAP LINTEL CONTINOUS <br />#1 AND OVERHANG 3" ON <br />6. TRUSS MANUFACTURER TO INSURE DESIGN <br />BOTH SIDES <br />CONSIDERATION TO THE FOLLOWING ADDITIONAL LOADS: <br />PRECAST LINTEL <br />A) ALL CEILING HUNG SOFFITS AND SOFFITS <br />WITH CABINETS AS SHOWN ON PLANS. <br />B) ATTIC LOCATED HVAC UNITS AS SHOWN ON <br />N TS <br />oo <br />�" )R c� <br />Mrn� <br />�J�Nr3 <br />00 <br />OF <br />-�..� <br />�q 1 <br />I <br />O t� <br />"�� <br />(XZ <br />O m 4— (ll <br />rt U) t7 <br />t0 <br />• <br />> <br />5. <br />• <br />a <br />i <br />.-i ... <br />/f <br />N <br />Z '\ <br />��� <br />� Z O i•'' '' <br />i a Z4¢ F <br />Y <br />0 <br />ZN W <br />W � 0 H V �t�h ��^ �� <br />LL O <br />W .fie <br />t� w <br />LLI <br />ll <br />r2a„9R O < "N <br />J Q ^" <br />o z <br />x <br />Za w o <br />c7 AU � O <br />1�'t <br />.� <br />w°¢� <br />QN Z n ¢ ¢�� liJ <br />� KKK p W LU � �LJ I' 6! <br />V.. <br />, <br />WU_0 <br />LQ <br />m Wal <br />W ❑ <br />�; FCOJ JA3 SQd1\A\:A1 �' <br />�T <br />r <br />i <br />/ <br />00 <br />a_ <br />N1. <br />O� <br />Q <br />LLJ <br />LO <br />N <br />z <br />�. <br />I..L <br />0 <br />Q <br />. <br />z <br />C) <br />o <br />z <br />z <br />O <br />Lu ° <br />Q <br />Q <br />J <br />0� <br />Q <br />m <br />n000 <br />UJ <br />r___I <br />v, <br />PLANS. <br />7. REFER TO MANUFACTURER SPECIFICATIONS FOR <br />INSTALLATION REQUIREMNTS OF ALL HARDWARE <br />° <br />BEFORE INSTALLATION. <br />8. PROVIDE BRACING AND BLOCKING PER BCSI-03 IN <br />cL <br />ADDITION TO BRACING AND BLOCKING SHOWN ON <br />title: <br />PLANS. <br />FLOOR FRAMING AND <br />Z <br />o <br />LOWER ROOF PLAN <br />0 <br />Z <br />project no. 2017447 <br />o <br />checked: AB/MC <br />m <br />drawn: <br />NOTE: DRAFTSTOPPING SHALL BE PROVIDED IN <br />FLOOR/CEILING ASSEMBLIES SEPARATING USABLE <br />SPACES INTO 2 OR MORE APPROX. AREAS <br />WITH NO AREA GREATER THAN 500 SQ. FT. <br />DRAFTSTOPPING SHALL BE PROVIDED PARALLEL <br />TO THE MAIN FRAMING MEMBERS <br />LA) date: 07-27-17 <br />WHILE EVERY ATTEMPT HAS BEEN MADE TO PREVENT HUMAN ERROR, NN scale: AS SHOWN <br />CONTRACTORS, SUB -CONTRACTORS AND BUILDERS ARE URGED TO <br />REVIEW ALL INFORMATION CONTAINED HEREIN PRIOR TO COMMENCEMENT Q <br />OF CONSTRUCTION. BEAUMONT & ASSOCIATES, INC. IS NOT �. <br />RESPONSIBLE FOR ANY MISINTERPRETATIONS, ERRORS, OMISSIONS OR <br />CUSTOM CHANGES MISSED AND NOT REPORTED TO BEAUMONT & <br />ASSOCIATES, INC. PRIOR TO CONSTRUCTION. NO EXCEPTIONS. <br />; <br />S2m1 B <br />The structural design of this building is in accordance with the FLORIDA BUILDING CODE 5TH EDITION (2014) RESIDENTIAL and is certified as such <br />