Laserfiche WebLink
i <br />II .., ii + <br />RSH <br />ENGINEEREDDESIGNAND <br />CLADDING W NDFPR PRESSURES AND SUCTIONS MEAN ROOFOHEIGHT ST2 <br />VIND SPEED (ULTIMATE) <br />140.0 MPH <br />VIND SPEED (ALLOWABLE) <br />108.4 MPH <br />:XPOSURE CATEGORY <br />C <br />EFFECTIVE <br />WIND PRESSURE AND SUCTION (PSF) <br />HIP ROOF >ZO TO 27 DEG. <br />WIND AREA <br />(+) VALUE DENOTES PRESSURE <br />(SQ FEET) <br />(-) VALUE DENOTES SUCTION <br />[4:12]-[6:12] <br />a=oft <br />I,a Aa <br />AREA <br />ROOF <br />1 <br />2e <br />F 2n <br />2r <br />3 <br />3e <br />3r <br />HIP <br />-35.94 <br />-49.57 <br />-49.57 <br />-49.57 <br />10 <br />GABLE <br />-38.22 <br />-38.22 <br />-60.99 <br />-60.99 <br />-60.99 <br />1 -78.58 <br />-�,------------ r-- , — <br />0 <br />r�� <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: 7/s" EXP. 1 (2%s) or 15/2" EXP. 1 (33�1s) <br />TILE: 1e/32" EXP. 1 (33/1s) <br />, <br />NOTE: <br />1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 Y/" x 0.113") NAILS <br />'—�—'; r GI I <br />h <br />2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 19/32", SHEATHING SHALL BE FASTENED "k <br />WITH ASTM F1667 RSRS-03 10d (2'Y2" 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 GABLE <br />ROOF ]- 20 TO 27 DEG. <br />RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING <br />[4:12]-[6:12] <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 />/0% <br />UPLIFT CONNECTION CROSS-REFERENCE <br />MARK <br />SIMPSON STRONG TIE <br />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 />1 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" SDS <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" SDS <br />WOOD SCREWS AND <br />HDU4-SDS2.5 w/ (10) 1/4" <br />X 2 1/2" SDS 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 2 1/2" SDS 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 1/2" <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" SDS <br />WOOD SCREWS AND (1) <br />5/8" ATR EPDXIED w/ <br />SIMPSON SET w/ 12" MIN. <br />EMBEDMENT. <br />T <br />(2) LGT3 <br />6570-M 6960-F <br />4730-M 5010-F <br />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 <br />MGT <br />3965 <br />3330 <br />22 -10d x (1) 518" ATR w/ 12" <br />EMBED w/ SIMPSON "SET" <br />EPDXY <br />MUGT15 <br />4175 <br />22 -10d x (1) 5/8" ATR w/ 12" <br />EMBED wl 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 />(14) 1/4" x 2 1/4" TITENS <br />(2 PLY) OR (28) 16D <br />SINKERS FOR FRAME <br />LUGT2 <br />3100-M 4520-F <br />3100-M 3800-F <br />w/ (32) 16D SINKERS & <br />(10) 1/4" x 3" WEDGE- <br />BOLTS (2-PLY) OR (32) 16 <br />SINKERS FOR FRAME <br />A. W/ BLOCKING <br />"X" <br />HTS 20 <br />1 1310 <br />1 1245 <br />1 24-1Od x 1 1/2" <br />HTW20 <br />1530 <br />1285 <br />24-1Od 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 />logo <br />12-10d <br />HCP2 <br />590 <br />555 <br />12-10d x 1 1/2" <br />HHCP2 <br />680 <br />570 <br />(20)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 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 / 480 W/ 3/8" MAX DEFLECTION. <br />IMPSON MGT w/ (22) 0.148 <br />3" & HDU4-SDS2.5 (10) 1/4" <br />2 1/2" SDS WOOD SCREWS <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 />(1)5/8"ATR. <br />(STORY <br />(2) <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 (" ). <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) MAYBE USED. FOLLOW FASTENING SCHEDULE AS DEFINED <br />FOR HIP PLANING TRUSSES. R1 <br />STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS <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 64' 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 BEAM <br />BELOW. TYP. AT INTERIOR BEARING U.N.O. <br />(A) <br />OR 2 PLY <br />;ARRIER <br />a <br />SEE SHEET D1 FOR <br />ROOF FRAMING <br />DETAILS <br />ROOF FRAMING PLAN — ELEV—B11 <br />SCALE: %4 <br />;lii <br />g�,Ow/v <br />NSE• �' . <br />._ <C <br />2 <br />OFE <br />S S1 <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2020 Florida Building Code - <br />Residential <br />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 />W $ <br />W E ao <br />ao M Q m at <br />N <br />CD04 J <br />V 4 6 C1 _j <br />O 7�a0 N qk LL W <br />tl� rn�r a u- W a <br />�C, LL a �[ <br />M LL LL (L w <br />T. L r0 VO 0 1- <br />�. S 'Ew :3 Cc CV (O a' 0 J <br />W GO a <br />Z N M Z K rn C) <br />Z O V U 0 U) <br />W ❑ ❑ ❑ <br />U <br />Z N CI) <br />Z � <br />Z � <br />J <br />-Np <br />^N, llZnn 'p <br />1W V O <br />LL <br />j <br />T <br />W e <br />O <br />W o <br />In C <br />�un <br />(� r— in <br />U � <br />'— E <br />'. W M <br />c <br />¢N0 <br />s <br />o <br />w <br />m <br />o <br />z <br />LL <br />zo <br />wo <br />rN <br />aR <br />Za <br />Q <br />U <br />co <br />a <br />a� <br />o 3 <br />oa <br />w <br />0 <br />00 <br />Zero <br />o <br />N <br />a��Z <br />az <br />So <br />wZ <br />" <br />L <br />_ r0 <br />_ <br />¢ p <br />z <br />Or <br />U <br />Nm <br />s <br />m0 <br />oz <br />Z <br />Za <br />C� J <br />0 b <br />QW <br />Z <br />o¢ <br />a0 <br />W <br />N <br />U 3 <br />a o <br />w � <br />=k <br />o <br /><< <br />�o <br />co <br />Q <br />oa <br />ZQTU� <br />o— <br />C O <br />i <br />j <br />O� <br />01 <br />f0 <br />W O <br />C) <br />' U <br />r <br />(D <br />N <br />^ <br />' <br />U O <br />O <br />C o <br />co <br />C <br />Al O <br />W <br />(9 <br />F., <br />= CV <br />r <br />N <br />•� Iq O <br />LO <br />= u <br />E <br />M d' <br />c <br />o <br />z <br />Z <br />C <br />E O N <br />Ej <br />c <br />a <br />U J Q 0 <br />J <br />JOB <br />NO: 21-5013 <br />SCALE : AS NOTED <br />SHEET NO. <br />7.1 <br />A <br />M <br />