6671 Paden Wheel St - Laserfiche WebLink

Browse Search

I I I I I I I I L - 1.11111 I 4 4 , - - - - i ( TYP. @ k _92 1�. CORNERS 1 0 N s I D2 -� R ; S6 r I =1c 1 1'-8" r 111 h1 TYP @ SINGLE -1 STORY ROOF 20'-0'1 GABLE TRUSS GOES AWAY W/ RAISED WALL (COORD. W/ TRUSS MANUF.) J{ S6 � FT17 FT3 39'-311 10'-9'1 2'-3211 14'-911 1 21 HOLD END JOIST 7 18B OFF OF WALL 3 \ D3 D3 FOR FINISHES , - 1 I 1 ` BLKG AS 21 3 SHOWN $ \ SIM DBL 2x8 LEDGER w/ � 2x1 #2SYP NV. RA E B BUI ER D3 \ 5/8"0 A.B. @ 24" O.C. ti ' MI SP N B G @ T.O.B. 10'-5" COORD.TRUSSES 6"T67" 6" 6" 6" 6" 6" 6" 6" 6" 'I� R W/ TRUSS MANUF. ( /FT19G LNAIL BLKG 6 \ - TO LEDGE LDGER - I - FT19 �N 11 III L2X1 H2 L_j- - - FG3 - 1 SECOND FLOOR O U- TOILET BM1 3-PLY (2)31 X I I 22 32 D 1 T-1 11 1 1 I II II II II II II 1 I � i 7 I 11 EJ73 D1 �v TYP AT LOW ROOF 3 /12 PITCH WITH NOMINAL HEEL USP HD4101F W/ (10) 10D NAILS AND (6) 3/16" TAPCONS TYP. @ BEAM TO MASONRY CONNECTION O (2) 2X12 #2 SYP BEAM W/ 1/2" FLITCH -1 PLATE W/ (2) USP HTWM16 STRAPS TO CMU COLUMN TYP. l- E* I F75I I I I I I I I FT6I I I I I I III 011 I I I FT7 II II II II II II II A II II I II A II �� II II II II II II� II II II II II II I_ 71 FT10 FT11 m - - - U_ - - - FT12 R - - - M LT - - -" 13� H LL. v H SECOND FLOOR TOILET MIS rn - - R - - - q SECOND FLOOR - S6 - - - TUB - - P3 \11D1 _ -I till' I 5 FT22 - D2 SIM ®� : -�59 ,1 2-PLY Ff22- - . - - _( KC H 5 D2 1❑/ H� o LL FT15G R S6 SECOND FLOOR TOILET C0I1T N 1 N SECOND FLOOR TOILET O 6 J S6 �- MICfl N 0 1 C-6I-.4- � N c'MI� rn 1 11IP4G 7 J3 I \ D1 CJ P S6 LO II II II II II J1 EJ5 J1 I- �- 1 3/12PITCH WITH 8"HEEL Nk -0a (2) O TYP AT HIP 4" 4" CORNERS 6" FROM FACE OF 16'8" AT PORCH WALL TO < OF BEAM < OF BRIG TO < OF BRG. A 11 11 O TYP it 6 20-41 2 171-4 12-21 11 LOWER ROOF 8cFLOOR FRAMING PLAN ELEVATION 99 A99 1/4); = 1 ' - 0" COLUMN SCHEDULE 3 1 /2"x5 1/4" P.L. COLUMN W/ HTT16 @ BASE O AND (3) - HTS20 TO GIRDER ABOVE (2) - MTS12T0 BEAMABOVE & SPF OR AB1/ 0 NAILS @ 8" O.C. W/ () - 16d TOE -NAILS @ BAS O 4x4 #2 SYP. P.T. POST OR 3 Y2"x3 Y2" 1.8E PSL COL. W/ ABU44 @ BASE AND 2 MTS12 TO BEAM ABOVE ® (3) - 2x4 SPF OR SYP #1 W/ (2) HTS20 TO BEAM BELOW 3 Y2" x 3 Y2" P.L. COLUMN W/ (6) 16d TOENAILS T&B "NO UPLIFT" (3) - 2x4 SPF OR SYP #1 W/ 10d NAILS @ 8" O.C. 6 SEE 3 D2 FOR MORE INFORMATION. O / A 0 Y (2) - MTS12 TO 0NAILS 8O.C. O BEAM 1ABOVE & (6)- 16d/ TOE -NAILS @ BAS 5 1/4 x7 1/4 P.L. COLUMN W/ECCQ68SDS2.5 TO BEAM ABOVE O & HTT16 W/ 5/8" ATR DRILLED & EPDXIED W/8" EMBEDMENT 3 1/2%5 1/4 P.L. COLUMN W/ ECCQ46SDS2.5 TO BEAM ABOVE OO & HTT16 W/ 8" ATR DRILLED & EPDXIED W/ 8" EMBEDMENT O 5 1/4%5 1/4 P.L. COLUMN W/ HTS20 TO BEAM ABOVE 10 & HTT16 TO BASE (3) - 2x4 SYP #1 W/ 10d NAILS @ 8" O.C. W/ 11 (2) MTS12 TOP AND HTT16 BASE O2 6x6 P.T. POST OR 5 1 /4%5 1/4" 1.8E PSL COL. W/ (2) MTS12 TOP AND HTT16 @ BASE 5 1 /4%5 1/4 P.L. COLUMN W/ HTT22 @ BASE AND (2) LGT2 @ TOP. ® 3 1 /2% 7 1/4" P.L. COLUMN W/ HTT22 @ BASE 3 1 /2"x 3 1/2" P.L. COL. W/ LSTA24 BM. TO COL. W/ (18) 10d NAILS W/ (6) 16d TOE NAILS TO BASE PLATE (2) 12D TOENAILS EA. SIDE TO BEARING WALL. �2 PROVIDE (4) 2X8'S #2 SPF COLUMN UNDER BM1 BEAM AND FG4 GIRDER. ATTACH W/ (2) AT BOTH BM1 BEAM AND FG4 GIRDER & USP HTT16 @ BASES. ALSO REFER TO FLOOR PLAN FOR DIMENSIONED LOCATION OF STUDS. PROVIDE (4) 2x4'S #1 SYP COLUMNS UNDER FG4 ATTACH W/ (2) AND USP HTT16 AT BASE ALSO REFER TO FLOOR PLAN FOR DIMENSIONED LOCATION OF STUDS. EPROVIDE (3) 2X8 SPF STUDS @ FRONT SIDE OF (4) 2X8 STUD PACK REFER TO DETAIL 7/D2 ALSO REFER TO FLOOR PLAN FOR DIMENSIONED LOCATION OF STUDS. 5 (4) 2X4 #1 SYP STUDS W/ USP HTT16 AT BASES (DFLASHING AT PRECAST AND EXT SHEATHING UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE LISP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR FASTENERS SYP SPF SYPCAPACITY SPF A _.._.HETA20 1810.-_...-_,. _ 9 - 1.0d x 1.1/2" HTA20_ ._.... 1615 I'll1585 ._ 10 - 10d x 1.1/2" B HETA16 1810 9 _10d x 1_1/2' HTA16, 1615_ 1585. 10. 10d x 1.1/2 600 535 10 - d --- RT7A 670 _- 565_ - 10 _ 8d X 1 1 - D H3 _455 .__ _ - _v 320 8 - _8d _ RT3 610 525 8 - 8d X 1 1/_ " E META20 1450 7 -1 Od x 1 1/2" HTA20 18.- - 1400 1400 1 - 1 X 1 1/2 0Od F HHETA20 2235 10--10d x 1 112 G "H10A _- 1.340___----- 1015 .- '1 8 - 10d x 1 1/2 RT16A . 1380. 1160 9-10d X 1 1/2 & 8 10d H _..__,_,HTT4_ _........ 3610 __. _ _____3105. ___ 5/8'ANCH./08)_10dx1 1/2___ HTT4 2715_ _ 5/8 ANCH /(20)10dx1 V2 J HTT5 _ 4350 3740 518'ANCH.(26_)1061-1/2' HTT5 3225 5/8'ANCH /(28)10dx1-1/2 30505/8" DIA BOLTS. _...__..- -_TDX2-TZ 2345 --_...__ _ _ _2_-_5/8" DIA. _BOLTS ___.._.-_. ___L.__ NI?56-_. ---_.___4 0 ._.-----._ _.__37 5--- 5/8'NVCH 3WSTUDBOLTS _.._TDX6-----_- 5320__. - _ 2-7/8"DIA. ._BOLTS ____ M HD B* __0645_._._._._ TrANCH.3WSTUDBOLTS TDX10 7845 _,___- 4=7/8'-DIA. BOLTS N -L.U.S 1165/1070 ,' 1005/9 "* 8 - 10d x 3"_ � JUS26- 1115/1060** - 8 - 10d P �US26.... 1550/3335 *:'_ 1335/2820 `" 20 _16d x 3 1/2 _ .. HUS26 1925/3295 - (20)16d x 3-1/2 Q _ HUS28.... 2000/4220'" . _ 1720/3125 `* .. 30 -_16d x 3 1/2 _ _ __ _ HUS28 _.. 2570/4345 - .... _ 30d -16d x 3-1/2 R MTS12 _ 1000 _ 860 - 14 - 10d x_1 1/2"_ _ MTW12 1195 �1005 _ 14-10d x 1-1/2 S MTS16 1000 860 14 - 10d x 1 112" MTW16 1195 1005 14-10d x 1-1/2 T :_. __ MTS20 _. _._._1000 _-_..---- _--_ _- 860-__-- 14_. 10d x 1 1_ /2' _ _ - ---- MTW20_---- - 1195--- - - 1005 14-10d x 1-1/2 lJ _ MGT/MUGT 3140 - _-W 3140 22 - 10d X 1 5/8" ATR W/ -5"EMBED W/ SIMPSON "SET" EPDXY V LGT2 2150 1850 (16)16d SINKERS & LUGT2 1850 1810 (16)10d NAILS AND __._..._ _ ...__-.. _... - _... (7) 1/4" x 2-1/4" (5) 1/4" x 3" WEDGE TITENS � _ BOLTS HTS 20 1450 1245 24-10d X 1 1/2' HTW20 --- 1530 1285 24-10d X 1 1/2" - SP1 ... 585 ___ 535 10._.- 10d - -- __ - -SPT22 - 685_-_ _ _ 8 10d __.. _SP2_ 1065 _ _ 605 12 - 10d_ SPT24 _ 1030 _. _ _. 12 _10d HQE2 645 555 12-10d X 1 1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS USP CIA-7000C NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-M MAXIUM SPACING ON VERTICALS OF (B) TRUSS +) (B) B) (-, �) (A) (') 1 OR 2 PLY CARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/-6') *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER (B) INTERSECTING POINT(--). INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO (+)� TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR 92 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED, FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 T�10 11 CONT Lffi ..�A) STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 2z INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS -ING WRAP TO GO OVER FLASHING GENERAL NOTES 1. THE ROOF PLAN DEPICTED IS NOT INTENDED TO SERVE AS A TRUSS DESIGN. 2. TOP PLATE HEIGHTS VARY. SEE BUILDING SECTIONS, WALL SECTIONS AND ELEVATIONS FOR BEARING HEIGHTS. 3. TRUSS SPACING SHALL BE 24" O.C. MAX. UNLESS OTHERWISE NOTED. CONVENTIONAL FRAMING SHALL BE 16" O.C. MAX. OR AS OTHERWISE NOTED. 4. FRAME WALLS UP TO UNDERSIDE OF ROOF #2 TRUSSES AT ALL NON -BEARING WALLS AND AT VOLUME AREA UNLESS NOTED OTHERWISE. FLASHING TOBE FLEXIBLE SELF ADHESIVE TYPE 5. ALIGN TRUSSES AND HAND FRAMING SO ALL GYPSUM WALL BOARD WILL BE CONTINUOUS FROM WRAP LINTEL CONTINOUS FLOOR TO CEILING. AND OVERHANG 3" ON BOTH SIDES 6. TRUSS MANUFACTURER TO INSURE DESIGN PRECAST LINTEL CONSIDERATION TO THE FOLLOWING ADDITIONAL LOADS: A) ALL CEILING HUNG SOFFITS AND SOFFITS WITH CABINETS AS SHOWN ON PLANS. B) ATTIC LOCATED HVAC UNITS AS SHOWN ON PLANS. 7. REFER TO MANUFACTURER SPECIFICATIONS FOR INSTALLATION REQUIREMNTS OF ALL HARDWARE BEFORE INSTALLATION. 9 1 � N � � U U) M m 0 4 J � _a® # IL ti I'-3 o O C X CD CU 0] 8. PROVIDE BRACING AND BLOCKING PER BCSI-03 IN III N TS ADDITION TO BRACING AND BLOCKING SHOWN ON title: W NOTE: DRAFTSTOPPING SHALL BE PROVIDED IN FLOOR/CEILING ASSEMBLIES SEPARATING USABLE SPACES INTO 2 OR MORE APPROX. AREAS WITH NO AREA GREATER THAN 500 SO. FT. DRAFTSTOPPING SHALL BE PROVIDED PARALLEL TO THE MAIN FRAMING `MEMBERS LL w J � Q� Q LO I N LO W N QzMM CO qql- Z ;0 1 O Z W z 'Q J Q m � Uj } a VJ PLANS. af FLOOR FRAMING AND z LOWER ROOF PLAN 0 Z project no. 2017556 W checked: AB/MC m drawn: N date: 10-09-17 WHILE EVERY ATTEMPT HAS BEEN MADE TO PREVENT HUMAN ERROR, CCv scale: AS SHOWN CONTRACTORS, SUB -CONTRACTORS AND BUILDERS ARE URGED TO REVIEW ALL INFORMATION CONTAINED HEREIN PRIOR TO COMMENCEMENT OF CONSTRUCTION. BEAUMONT & ASSOCIATES, INC. IS NOT F- RESPONSIBLE FOR ANY MISINTERPRETATIONS, ERRORS, OMISSIONS OR 1 CUSTOM CHANGES MISSED AND NOT REPORTED TO BEAUMONT & ASSOCIATES, INC. PRIOR TO CONSTRUCTION. NO EXCEPTIONS. a U S2m1A The structural design of this building is in accordance with the FLORIDA BUILDING CODE 5TH EDITION (2014) RESIDENTIAL and is certified as such. - �.'II I1 I I-.�1i --1 Y,14 ;FLll.11 il.l; na 11 .Ill el-libll.i I� I .:Il�.lFlT__F _F____T I I -1 i