Laserfiche WebLink
Nr <br />25' -0" <br />rILLV 1 r livi 1 1V1_ I <br />OVERHANGS OVERHANGS I <br />(2) TYP. <br />ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND <br />RSH CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT 5 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) HIP ROOF >20 TO 45 DEG. <br />WIND AREA (+) VALUE DENOTES PRESSURE 12 <br />(SO FEET) I(-)-) VALUE DENOTES SUCTION [4 : ]-[12:12] <br />a=4ft <br />AREA ROOF 1 2e 2n 2r 3 3e 3r <br />10 HIP -35.94 -49.57 -49.57 -49.57 1 vLf <br />GABLE -38.22 -38.22 -60.99 -60.99 1 -60.99 78.58 —t-- --T— <br />1 \\ 1D ,� I <br />ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): L A <br />" �� I <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 1 �� <br />IS ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O,C IN FIELD I rI i <br />ROOF SHEATHING: I O I I D I <br />SHINGLE: /e' EXP. 1 (2%s) or �s/32' EXP. 1 (3�s) I 1 1 1 <br />1 1 r 1 I <br />TILE: 12' EXP. 1 02/is) j I I j <br />NOTE: I I I I <br />1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 3t8" x 0.113") NAILS J r r L <br />2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1%2", SHEATHING SHALL BE FASTENED <br />WITH ASTM F1667 RSRS-03 10d (2'Y2" x 0.131 ") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS n <br />3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER 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..12J <br />@ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS 12]-[12 <br />W/ BLOCKING PER NAILING SCHEDULE. <br />UPLIFT <br />CONNECTION <br />CROSS-REFERENCE <br />MARK I <br />SIMPSON <br />STRONG <br />TIE <br />USP MANUFACTURING, <br />INC. <br />O <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" SDS <br />WOOD SCREWS AND (2) <br />01LTS" TITEN HD ACHOR <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) 1 0dx1 -1/2" <br />HTT5 <br />5795 <br />5/8" ANCH. 1(26) 10d x1-112 <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 />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 />wl (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) 5/8" 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 w! USP CIA-7000C <br />EPDXY <br />V <br />(2) LGT2 <br />4060-M 3770-F <br />3500-M 3240-F <br />w/ 3 SINKERS & <br />LUGT2 <br />3100-M 4520-F <br />3100-M 3800-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 />(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 />24-1Od 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 />1 605 <br />1 12-10d <br />SPT24 <br />1 1090 <br />1 <br />1 12-10d <br />HCP2 <br />590 <br />1 555 <br />1 12-10d x 1 1/2" <br />HHCP2 <br />1 680 <br />1 570 <br />1 (20)10d x 1-112" <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 1360 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 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 (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 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 <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 F-0" ON A HORIZONTAL PROJECTION. <br />NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS <br />j (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 />11 <br />SEE SHEET D1 FOR <br />ROOF FRAMING <br />DETAILS <br />ROOF FRAMING PLAN - ELEV-13 <br />SCALE: Ya"=1'-0" <br />en <br />O <br />N <br />C <br />o <br />N <br />Wo <br />CDw <br />l+ <br />4) = M <br />c co o.1 C. <br />ACM x <br />cL�o- <br />N Cp Ca <br />•y <br />.q N Y <br />� U d <br />c C' <br />mcc <br />N fl- <br />c E <br />o <br />4- c� <br />CM <br />0 <br />N <br />O <br />,�d','�' I <br />. t'• r r O <br />To the best of the Engineer's knowledge, Information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2020 Florida Building Code - <br />Residentlal 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 />W <br />Q <br />d E S w <br />O M <br />CC'N 8cm a <br />Q <br />wcp f/1 # LL LL <br />0 <br />� 32LL d W <br />a <br />Q <br />13 <br />M d <br />ro <br />Uoo <br />�C <br />OCZJ <br />o• <br />—XIO <br />W <br />LL <br />odL.L.li <br />rzZ' <br />mc� 9 <br />o w <br />;w <br />� Cl) Z (15 fUA H <br />U <br />ZV <br />O ❑❑❑ <br />W <br />C7 <br />z <br />z <br />z <br />Q <br />C� <br />(1)1W <br />� <br />z v <br />is <br />, <br />w <br />L <br />U <br />0 <br />w <br />All <br />w � <br />V <br />U <br />C) <br />r~ <br />Q <br />IN <br />0 <br />see <br />o <br />c0 <br />tt <br />w <br />z <br />Q� <br />W <br />E <br />a <br />� O <br />u1 <br />Y A <br />�i <br />r <br />o <br />❑a <br />Z <br />g <br />az <br />0 U <br />�� <br />X, <br />d I— <br />o <br />Qo <br />Z <br />ra <br />m <br />bo <br />MOO <br />¢z <br />�z <br />33z <br />]U <br />W <br />°O <br />N 1,a <br />-� <br />5 <br />o <br />°O <br />= <br />d' <br />M <br />W <br />0 <br />L. <br />O <br />co <br />N <br />a <br />Q <br />Cr <br />0 <br />N <br />� <br />� o <br />m <br />� <br />N <br />tii <br />0 <br />IL <br />LO <br />O <br />C <br />C) <br />N <br />N <br />I.C) <br />N <br />M <br />E <br />C) <br />CV) <br />Z <br />W <br />z <br />� <br />E M <br />N <br />= <br />a <br />E <br />U � <br />w <br />a o <br />JOB <br />NO: <br />23-02469 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />6.2 <br />