Laserfiche WebLink
, u l _, I r? 1 11 1 1' 1111 _ I I I ' I I I <br />(2) TYP. <br />Cl <br />C <br />11 <br />25' -OI I <br />51_8I1 191- 11 <br />RSH IENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND <br />CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT15 25 ft <br />WIND SPEED (ULTIMATE) 140.0 MPH <br />WIND SPEED (ALLOWABLE) 108.4 MPH <br />EXPOSURE CATEGORY C <br />EFFECTIVE WIND PRESSURE AND SUCTION (PSF) <br />WIND AREA <br />(+) VALUE DENOTES PRESSURE <br />HIP ROOF >20 TO 45 DEG. <br />(SQ FEET) <br />(-) VALUE DENOTES SUCTION <br />[4:12]-[12:12] <br />a=oft <br />AREA <br />ROOF <br />1 <br />2e <br />2n <br />2r <br />3 <br />3e <br />3r <br />"Q <br />HIP <br />-35.94 <br />-49.57 <br />-49.57 <br />-49.57 <br />T <br />10 <br />GABLE <br />-38.22 <br />-38.22 <br />-60.99 <br />-60.99 <br />60.99 <br />78.58 <br />-t-----T- <br />\�O <br />ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): <br />�/ <br />� <br />�� <br />�� <br />ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD <br />I i� I <br />\ <br />ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD <br />I <br />QIr/ I <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 />j O l <br />l (D j <br />SHINGLE: Y16" EXP. 1 0116) or t%2" EXP. 1 (3716) <br />TILE: 1%2" EXP. 1 (9/16) <br />I I r <br />I I <br />I I <br />NOTE: <br />1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 3%" 0.113") NAILS <br />t <br />I I <br />I_ <br />+ iG I r <br />I <br />L_ <br />r �+ <br />5x� <br />2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1V32', SHEATHING SHALL BE FASTENED <br />") <br />WITH ASTM F1667 RSRS-03 10d (2'/z" x 0.131 NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS <br />a=oft <br />3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER <br />GABLE ROOF > 20 TO 45 DEG. <br />RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING <br />[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 />UPLIFT CONNECTION CROSS-REFERENCE <br />MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. <br />Q <br />CONNECTOR <br />CAPACITY <br />FASTENERS <br />CONNECTOR <br />CAPACITY <br />FASTENERS <br />SYP <br />SPF <br />SYP <br />SPF <br />A <br />META12 <br />1420 <br />9 - 10d x 1 1/2" <br />HTA20 <br />1870 <br />1585 <br />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 />HETA16 <br />1810 <br />9 - 10d x 1 1/2" <br />HTA16 <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 - 10d x 1 1/2" <br />RT16A <br />1020 <br />1160 <br />9 - 10d x 1 1/2"& 8-10d <br />H <br />FGTR <br />4725 <br />3400 <br />w/ (18) 1/4" x 3" SIDS <br />WOOD SCREWS AND (2) <br />1/2" x 5" TITEN HD 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) 10dx1-1/2" <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 />-- <br />2 - 5/8" DIA. BOLTS <br />L <br />VGT R/L <br />2225 <br />1600 <br />w/ (16) 1/4" x 3" SIDS <br />WOOD SCREWS AND <br />HDU4-SDS2.5 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" SIDS <br />WOOD SCREWS AND <br />HDU4-SDS2.5 w/ (10) 1/4" <br />x 2 1/2" 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 />-- <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 3 112" <br />HUS28 <br />2950/5090 <br />— <br />30d -16d x 3-1/2" <br />R <br />MTS12 <br />990 <br />860 <br />14 - 10d x 1 1/2" <br />MTW12 <br />1195 <br />1005 <br />14-10d 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 w/ <br />SIMPSON SET w/ 12" MIN. <br />EMBEDMENT. <br />T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SDS <br />SCREWS & (8) 3/8" x 5" <br />TITEN HD (2 PLY) OR (52) <br />16D SINKERS FOR FRAME <br />U MGT 3965 3330 22 -10d x (1) 5/8" ATR wl 12" MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" <br />EMBED w/ SIMPSON "SET" EMBED w/ USP CIA-7000C <br />EPDXY EPDXY <br />V 1 (2) LGT2 4060-M 3770-F 3500-M 3240-F w/SINKERS LUGT2 3100-M 4520-F 3100-M 3800-F w/ (32) 16D SINKERS & <br />(14) 1/4" x 2 1/4" TITENS <br />(2 PLY) OR (28) 16D <br />SINKERS FOR FRAME <br />(10) 1/4" x 3" WEDGE- <br />BOLTS (2-PLY) OR (32) 16 <br />SINKERS FOR FRAME <br />"X" <br />HTS 20 <br />1310 <br />1245 <br />24-10d x 1 1/2" <br />HTW20 <br />1530 <br />1285 <br />24-10d x 1 1/2" <br />SP1 <br />555 <br />535 <br />10-10d <br />SPT22 <br />735 <br />8-10d <br />SP2 <br />1010 <br />605 <br />12-10d <br />SPT24 <br />1090 <br />12-10d <br />HCP2 <br />1 590 1 <br />555 1 <br />12-10d x 1 112" <br />HHCP2 1 <br />680 <br />570 <br />(20)10d 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 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 12.02-20 <br />LOADS -- ROOF = L / 360 FLOOR = L 1480 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 AREA'S <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 (B) 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 I-). <br />INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN <br />NAILS. FASTEN BOTTOM CHORD OF (B) 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. R1 <br />STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS e1102 <br />INTERSECTIONS. SPLICING <br />TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK <br />FRAMING SPLICING. <br />MINIMUM LENGTH OF STICK FRAMING TO BE 54' ON A HORIZONTAL PROJECTION. <br />NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS <br />1 (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAMBELOW. TYP. AT INTERIOR BEARING U.N.O. <br />2 PLY CARRIER-J <br />xCONTLEDGER <br />ROOF FRAMING PLAN -A <br />SCALE: y4'=1'-0" <br />(A) <br />OR 2 PLY <br />:ARRIER <br />SEE SHEET D1 FOR <br />ROOF FRAMING <br />DETAILS <br />a <br />'al <br />00 <br />N <br />� <br />c <br />0 <br />0 <br />> W <br />� � o <br />>_ co C--;'CV <br />v ao >x <br />u. a <br />= m CD - <br />N 0>t G <br />d <br />E s c <br />v'3 ea <br />ea y W o <br />o.- u m <br />W c o <br />0 <br />N d- <br />� E <br />0 0 <br />d. U <br />2 <br />Ii1/Prot` <br />T <br />To the best of the Engineers knowledge, information and belief, <br />the structural <br />plans and specifications contained within these <br />drawings comply with the 2020 Florida Building Code - <br />Residential 7th Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />N <br />E <br />H g8 <br />a_ <br />o N <br />cf <br />4,,% 40 N W <br />C °°°� co <br />J <br />NMv� <br /># W <br />.4 C J LL <br />W <br />u_ u_ 0 <br />I^ J <br />'t 76 C C t1 <br />rmo� <br />w� _ 0 O <br />W 7 m N <br />W <br />�pjO1 m w <br />Z CLCO) M Z Q <br />ZN O U U UUi <br />W ❑❑ <br />z <br />z � 8 <br />z <br />a � <br />d u'i <br />U)V)o <br />z v <br />4 <br />O w $ <br />l/i c N <br />U <br />L <br />' J <br />�— E <br />� $ <br />I <br />SJ <br />U <br />Q W <br />N 0 <br />r. 0 <br />oco <br />9 <br />w <br />o <br />z <br />a <br />LJL <br />zo <br />o° <br />>N <br />z® <br />n O <br />c V <br />`ate <br />0 <br />w¢ <br />Z <br />(- <br />CD E <br />g <br />as <br />a p <br />00 <br />oa <br />az <br />N It <br />L <br />¢ O <br />m <br />- ra <br />(n C <br />_ <br />U <br />" 0 <br />O <br />ZLL <br />z <br />Q! <br />N J <br />rb <br />Q W <br />sz <br />N <br />00� <br />a0 <br />LL <br />�w <br />W <br />>, <br />ao <br />h� <br />�_ <br />=3 <br />O <br />cD <br />wa <br />iO <br />a <br />OU <br />za <br />EO <br />>M <br />m <br />0 <br />N <br />L <br />00 <br />co <br />T <br />Y <br />O <br />m <br />N <br />~ <br />O "° <br />C7 N <br />O <br />O <br />N <br />LO <br />N <br />0000 <br />Q IT o <br />T <br />M M � <br />W 00 <br />o <br />Z <br />Z <br />7 N <br />E l� <br />a <br />EE v <br />U _j Q p <br />c <br />JOB <br />NO: 22-09406 <br />SCALE : AS NOTED <br />SHEET NO. <br />6.2 <br />{ <br />