Laserfiche WebLink
Cn <br />L0 <br />00 <br />C) <br />ff') <br />LO <br />L0 <br />cn <br />:9 <br />:20 <br />�R <br />E <br />C'4 <br />t2 <br />C=) <br />I <br />L0 <br />00 <br />C) <br />1`0 <br />1.0 <br />L0 <br />C) <br />C14 <br />t2 <br />(0 <br />CD <br />Cli <br />1.0 <br />1=� <br />tr) <br />51 <br />L0 <br />L0 <br />0 <br />-0 <br />r <br />r") <br />C-4 <br />CL <br />E <br />1.2 <br />C, <br />W <br />E <br />9 <br />a, <br />LZ <br />C14 <br />CD <br />15 <br />I= <br />Lo <br />en <br />V) <br />SEE GE05 FOR <br />STANDARD <br />GABLE END_ <br />FRAMING <br />2X TOP PLATE TO — <br />GABLE END W/ 16d <br />NAILS @ 6" O.C. <br />2X4 STUDS @ 24" O.C. - <br />W/ SINGLE BASE & TOP <br />PLATE W/ PLYWOOD <br />SHEATHING COVERING <br />STRUCTURAL SHEATHING <br />7/16" MIN. NAILED W/ 8d STRUCTURAL <br />COMMONS @ 3" O.C. @ SHEATHING (SEE C/S6 <br />EDGE & 6" O.C. FIELD RUN FOR NAILING INFO.) <br />FULL SHEET FROM <br />BOTTOM OF FALSE BEAM <br />2x CONT. W/ (2)-12d <br />NAILS @ EA. TRUSS <br />0 <br />z 2x4 CONT. RIBBON W/ <br />:E <br />(4) <br />Jj 16d NAILS @ EA. TRUSS <br />2x BLOCKING W/(2) -12d <br />0 NAILS @ EA. END <br />0 <br />8d NAILS @ 24" O.C. <br />TO BLOCKING ----/ <br />IGEln FALSE BEAM @ GABLE END <br />N7 <br />SCALE: 3/4" = V-13" <br />"Aft <br />LIM <br />2x STUDS SEE PLAN <br />FOR INFO <br />PLYWOOD <br />2x6 CONT. W/ (2)-12d <br />NAILS @ EA. TRUSS <br />CANTILEVER <br />FLOOR TRUSS <br />SEE PLAN <br />\-FTRUSS BRG. <br />\—CONNECTOR AT <br />EACH TRUSS, <br />SEE PLAN <br />-\,�LINTEL <br />SEE PLAN <br />L-STRUCTURAL <br />SHEATHING <br />C <br />03 CANT R-00R TRIISS CONN- <br />SCALE: 3/4" = V-0" <br />')v PI <br />( 2 <br />D2 <br />RSH IENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND <br />CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT!5 25 ft <br />VIND SPEED (ULTIMATE) 140.0 MPH <br />VIND SPEED (ALLOWABLE) 108.4 MPH <br />XPOSURE CATEGORY C <br />EFFECTIVE WIND PRESSURE AND SUCTION (PSF) H I P ROOF >20 TO 45 DEG. <br />WIND AREA VALUE DENOTES PRESSURE <br />(SQ FEET) (-) VALUE DENOTES SUCTION a=4ft (4:12]-[12:121 <br />/Amr-M mvur I 2e 2n 2r a ae ar <br />10 HIP — -35.94 -49.57 -49.57 -49.57 <br />rGABLE -38.22 -38.22 -60.99 -60.99 60.9 <br />ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): <br />ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD <br />ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD <br />ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD <br />ROOF SHEATHING: <br />SHINGLE: 3/16" EXP. 1 CY16) or 1%2" EXP. 1 (3�116) <br />TILE: 1 Y32" EXP. 1 (3�/, 6) <br />NOTE: <br />1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 Y8" x 0.113") NAILS <br />4. vv lZrNIZ In IZ on IZ� In IIAU In I�r\IAIZOO 10"nc� I IZr1 I 1­1�1`1 732 , 01­11Z� I 1­11INU OrIMLL Dr- F�01= III MIJ <br />WITHASTM F1667 RSRS-03 10d (21/2"x0.131") NAILS ORASTM F1667 RSRS-04 (3"x.120") NAILS a=4ft <br />3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER GABLE ROOF > 20 TO 45 DEG. <br />RAFTER W1 BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING [4:12]-[12:12] <br />@ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS <br />W/ BLOCKING PER NAILING SCHEDULE. <br />1 <br />CE <br />FT1GE <br />FT3GE <br />—TT— ---r7- <br />1* 1* F 1;01---- I -I ----- F 1- 7-11 <br />0) <br />U- <br />(2) 2"X 10" FIT SYP #2 w/ 7/16" <br />OSB FILITCH PLATE NAILED <br />BEAM TO BEAR <br />DIRECTLY ON TOGETHER W/ (2) ROWS 12d <br />CMU WALL NAILS @ 12" O.C. STAGGERED <br />(TYP. EA. SIDE), TYP. (3) BEAMS <br />A (BOTTOM OF BEAM @ 8'-8") <br />FT4 <br />1 1 1 1 <br />71, 71 ..... I' I' —I I <br />......................... <br />---- 17---- I -I ----- I I.... 71 <br />7 <br />2 <br />2 FT1 2 <br />CD <br />LL <br />L <br />I <br />i <br />L <br />F�-- LL <br />C� <br />FT1 1 <br />A ........... ........... <br />QL CANT <br />SUPF <br />00 D2 TRUS <br />X l­- ­1 1 <br />LL <br />0 <br />CANT <br />SUPP <br />TRUS <br />OPTION C <br />(9 OPTION C <br />18 <br />D1 <br />BEAM TO BEAR <br />I <br />DIRECTLY ON <br />CMIJ WALL <br />CMU <br />LL <br />A <br />FT1 <br />TF----.—< <br />W(2) <br />X <br />G <br />L F <br />W <br />> <br />0 <br />LL <br />0 <br />U- <br />C14 <br />J3 <br />x <br />-F-T6A <br />.......................................... <br />------------ <br />r......... <br />E1 <br />><! <br />Lr) <br />ILL <br />LL <br />FC03 <br />�7 <br />Las <br />11 <br />6za-1-- <br />r <br />1. L ... :.:L L ... A:L .... L I L L .... <br />11 11 11 11 11 11 IHI <br />, 11 1 ii�-- <br />. <br />I- 12(3E <br />6 2 <br />D2 <br />r i ur- <br />\­ 2x BLOCKING <br />BEAM TO <br />DRT DGE <br />3 <br />BEAM TO <br />DRT DGE <br />3 <br />No <br />UPLIFT CONNECTION CROSS-REFERENCE <br />MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. <br />0 CONNECTOR SYP CAPACITY SPF FASTENERS CONNECTOR SYP CAPACITY SPF FASTENERS <br />A META12 1420 9 - 10d x 1 1/2" HTA20 1870 1585 10 - 10d x 1 1/2" <br />A (2) <br />(2)META12 <br />1875 (1)PLY <br />1795 (2)PLY <br />9 - 10d x 1 1/2" <br />B <br />I HETA16 <br />1810 <br />9 - 10d x 1 1/2" <br />HTA1 6 <br />1870 <br />1585 <br />10 - 10d x 1 1/2" <br />C <br />H2.5A <br />565 <br />535 <br />10 - 8d <br />RT7A <br />585 <br />515 <br />10 - 8d x 1 1/2" <br />D <br />H3 <br />400 <br />320 <br />8 - 8d <br />RT3 <br />345 <br />305 <br />8 - 8d x 1 1/2" <br />E <br />META20 <br />1450 <br />7 - 10d x 1 1/2" <br />HTA20-18 <br />1625 <br />1400 <br />10 - 10d x 1 1/2" <br />F <br />HHETA20 <br />2120 <br />10 - 10d x 1 1/2" <br />HTTA20 <br />2375 <br />11 - 10d x 1 1/2" <br />G <br />H10A <br />1040 <br />1015 <br />18 - 1 Old x 1 1/2" <br />RT16A <br />1020 <br />1160 <br />9 - 1 Od x 1 1/2"& 8-1 Od <br />H <br />FGTR <br />4725 <br />3400 <br />w/ (118) 1/4" x 3" S DS <br />WOOD SCREWS AND (2) <br />1/2" x 5" TITIEN HID ACHOR <br />BOLTS <br />RFUS <br />7100 <br />--- <br />w/ (12) WS3 WOOD <br />SCREWS AND (4) 3/4" x 6" <br />WEDGE -BOLTS <br />J <br />HTT5 <br />4350 <br />3740 <br />5/8" ANCH. / (26) 10dxl-1/2" <br />HTT5 <br />5795 <br />5/8" ANCH. /(26) 10d x1-1/2 <br />K <br />HD3B <br />3130 <br />3050 <br />5/8" DIA. BOLTS <br />TDX2-TZ <br />3295 <br />2 - 5/8" DIA. BOLTS <br />L <br />VGT R/L <br />2225 <br />1600 <br />w/ (116) 1/4" x 3" SIDS <br />WOOD SCREWS AND <br />HDU4-S D82.5 w/ (10) 1/4" <br />X 2 1/2" SIDS WOOD <br />SCREWS & (1) 5/8" ATR <br />M <br />VGT-F <br />4940 <br />3555 <br />w/ (16) 1/4" x 3" SDS <br />WOOD SCREWS AND <br />HDU4-SDS2.5 w/ (10) 1/4" <br />x 21/2" SIDS WOOD <br />SCREWS & (1) 5/8" ATR <br />N <br />LUS26 <br />1165/1060 <br />1005/915 <br />8 - 10d x 3" <br />JUS26 <br />1000/1080** <br />8 - 10d <br />P <br />HUS26 <br />1320/3235 <br />1335/2820 <br />20 - 16d x 3 1/2" <br />HUS26 <br />2035/3400 <br />--- <br />(20)16d x 3-1/2" <br />Q <br />HUS28 <br />1760/4095 <br />1720/3125 <br />30 - 16d x 3 1/2" <br />HUS28 <br />2950/5090 <br />--- <br />30d -1 6d x 3-1/2" <br />R <br />MTS12 <br />990 <br />860 <br />14 - 1 Od x 1 1/2" <br />MTW12 <br />1195 <br />1005 <br />14-1 Od x 1-1 /2" <br />S <br />VGT-M <br />4940 <br />3555 <br />w/ (16) 1/4" x 3" SIDS <br />WOOD SCREWS AND (1) <br />5/8" ATR EPDXIED wl <br />SIMPSON SET w/ 12" MIN. <br />EMBEDMENT. <br />T <br />(2) LGT3 <br />6570-M 6960-F <br />4730-M 5010-F <br />wl (24) 1/4" x 3" SIDS <br />SCREWS & (8) 3/8" x 5" <br />TITEN HID (2 PLY) OR (52) <br />16D SINKERS FOR FRAME <br />- <br />U <br />MGT <br />3965 <br />3330 <br />22 -1 Od x (1) 5/8" ATR w/ 12" <br />EMBED w/ SIMPSON "SET" <br />EPDXY <br />MUGT15 <br />4175 <br />22 -1 Od x (1) 5/8" ATR wl 12" <br />EMBED w/ USP CIA-7000C <br />EPDXY <br />V <br />(2) LGT2 <br />4060-M 3770-F <br />3500-M 3240-F <br />w/ (32) 16D SINKERS & <br />(114) 1/4" x 2 1/4" TITENS <br />(2 PLY) OR (28) 16D <br />SINKERS FOR FRAME <br />LUGT2 <br />31 00-M 4520-F <br />31 00-M 3800-F <br />wf (32) 16D SINKERS & <br />(10) 1/4" x 3" WE DG E- <br />BOLTS (2-PLY) OR (32) 16C <br />SINKERS FOR FRAME <br />I <br />"X" <br />HTS 20 <br />1310 <br />1245 <br />24-1 Od x 1 1/2" <br />HTW20 <br />1530 <br />1285 <br />24-1 Od x 1 112" <br />Spi <br />555 <br />535 <br />10 - 10d <br />SPT22 <br />735 <br />8 - 10d <br />SP2 1 <br />1010 <br />605 <br />12 - 10d <br />SPT24 <br />1090 <br />12 - 10d <br />I <br />HCP2 1 <br />590 1 <br />555 1 <br />12-1 Od x 1 1/2" <br />HHCP2 <br />68n 1 <br />570 1 <br />(20)1 Od x 1- 1 /2" <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 THE PLATE OFF OF THE TRUSS. <br />ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) <br />NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. <br />REVISED -02-2 <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 AREA'S & 24" <br />OC FOR CARPET AREAS <br />DROP HIP DETAIL. <br />2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS <br />1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") <br />�FASTEN EACH (8) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING <br />POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) <br />TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT ("). <br />INTERSECTING POINT TO BE FASTENED WITH 2 - 16d COMMON NAILS OR 0. 128" x 3" GUN <br />NAILS. FASTEN BOTTOM CHORD OF (6) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH <br />THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) <br />IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK <br />LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED <br />FOR HIP PLANING TRUSSES. RI <br />STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 10 <br />INTERSECTIONS. SPLICING rw/ <br />TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK <br />FRAMING SPLICING. <br />MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. <br />NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS <br />(2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM <br />BELOW. TYP. AT INTERIOR BEARING U.N.O. <br />(A) <br />OR 2 PLY <br />'ARRIER <br />2PLYCARRIER t A) <br />CONT LEDGER <br />SEE SHEET D1 FOR <br />ROOF FRAMING <br />DETAILS <br />FLOOR/ROOF FRAMING PLAN — ELEV—Al <br />SCALE: Y4"= V-0" <br />cr3 <br />C= <br />0 <br />CD <br />C=) <br />LZ <br />C= <br />C-4 <br />=:5 <br />03 <br />.> E <br />a C, <br />cc co <br />0 <br />Ix <br />cn <br />In <br />C)- CJ <br />/,0; <br />0 <br />L <br />X <br />To the best of the Engineers knowledge, information and belief, <br />a structure p ans and specifications contained within these <br />drawings comply with the 2020 <br />Florida Building Code - <br />Residential 7th Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />M M, <br />`.-Bfi <br />N t <br />W <br />ot E <br />co 8 <br />Uj <br />C, <br />.2-65 a) N C'o <br />o? <br />b", 0) <br />Lo In <br />U) r— I- <br />Allilliliiiiiiil <br />iN <br />N 0 § * LL <br />,zr u� <br />@ <br />z <br />L.0 <br />W <br />0 <br />:D 6 <br />W <br />0 = <br />05 cp <br />z <br />LL <br />0 <br />z < <br />< 0 <br />60 <br />z <br />W <br />U) <br />El El <br />(D %2 <br />Ln <br />(D <br />0 <br />V) <br />1­ U) <br />u a; <br />I= <br />vim <br />E <br />C&D <br />0 <br />z <br />U- <br />E <br />0 <br />z, <br />< <br />9 <br />CU <br />< <br />0 <br />E <br />0< <br />�8 <br />z <br />z <br />CD <br />t <br />0 <br />C/:) M <br />z <br />o 2 <br />'0 <br />z zu <br />C-0 <br />0 < <br />z <br />NW <br />C> <br />< 0 <br />z <br />'< <br />< <br />�O <br />L <br />zi< <br />0 'm <br />0 <br />.0 0 <br />E2 <br />> <br />L0 <br />LO <br />0) <br />cc <br />C:) <br />T— <br />(14 <br />OcL <br />0 <br />W <br />M <br />LO <br />4-j <br />0 <br />1�-j <br />0 <br />LL CIO <br />-�e C\1 <br />L) C:) <br />C:) <br />L0 <br />—0 <br />CID <br />00 <br />—0 <br />M <br />L0 <br />cle) <br />< <br />00 <br />co <br />T— <br />L0 LO <br />E <br />(0 <br />6 <br />M <br />z <br />E T— <br />In <br />E <br />0 <br />CU <br />0 -j <br />< 0 <br />JOB <br />NO: <br />23-06137 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />7.1 <br />