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(2) TYP. <br />Cl <br />c <br />5,_811 L 19'-411 <br />RSH <br />ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND <br />CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT 5 25 ft <br />WIND SPEED (ULTIMATE) <br />140.0 MPH <br />WIND SPEED (ALLOWABLE) <br />108.4 MPH <br />EXPOSURE CATEGORY <br />C <br />EFFECTIVE <br />WIND PRESSURE AND SUCTION (PSF) <br />HIP ROOF >20 TO 45 DEG. <br />WIND AREA <br />(+) VALUE DENOTES PRESSURE <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 />I 2r <br />3 <br />3e <br />3r <br />HIP <br />-35.94 <br />1 49.57 <br />-49.57GABLE <br />10 <br />-38.22 <br />-38.22 <br />60.99�49.57 <br />-60.99 <br />-60.99 <br />78.58 <br />—-----T— <br />I <br />ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): <br />\ r <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 />I I I <br />ROOF SHEATHING: <br />I Q I I 1U I <br />SHINGLE: Y/s' EXP. 1 CY16) or ts�32" EXP. 1 (3�6) <br />j <br />TILE: is/2' EXP. 1 (33116) <br />r <br />NOTE: <br />1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 3/" x 0.113") NAILS <br />I I I <br />®+ 13r 3r <br />2. WHERE THE SHEATHING THICKNESS IS GREATER THAN t%z', SHEATHING SHALL BE FASTENED <br />") <br />WITH ASTM F1667 RSRS-03 10d (2'/2" 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 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 CONNECTOR SYP SPF SYP SPF CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS <br />A META12 1420 9 -10d x 1 1/T HTA20 1870 1585 10 - 10d x 1 1/2" <br />1875 N)PLY <br />A (2) <br />(2)META12 <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 - 1Cd 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 x1-112 <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 />--- <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" SIDS <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 w/ 12" MUGT15 1 4175 22 -10d x (1) 5/8" ATR w/ 12" I <br />EMBED w/ SIMPSON "SET" EMBED w/ USP CIA-7000C <br />T(EPDXY EPDXY <br />LGT2 14060-M 3770-F13500-M 3240-F <br />LUGT2 13100-M 4520-F 131 00-M 3800-F <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 1 <br />1010 <br />605 <br />12-10d <br />SPT24 <br />1090 <br />12-10d <br />HCP2 1 <br />590 1 <br />555 <br />12-10d x 1 1/2" <br />HHCP2 1 <br />680 1 <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 RECI D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 <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 AREA'S <br />DROP HIP DETAIL <br />2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS <br />1-8-8 CLEAR GAP BETWEEN (6) 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) 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 ATS REQUIRED UNDER STICK <br />FRAMING SPLICING. <br />MINIMUM LENGTH OF STICK FRAMING TO BE 6-0" 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 />i 2 PLY CARRIER <br />x CONT LEDGER <br />SEE SHEET D1 FOR <br />ROOF FRAMING <br />DETAILS <br />ROOF FRAMING PLAN - ELEV-A <br />SCALE: %4"=1'-0" <br />e+� <br />C= <br />C1.4 <br />u� <br />c C14 <br />LL- <br />N O � <br />3= � <br />CD <br />� 3 m <br />as as s <br />ca � <br />ta QA <br />c E <br />0 <br />0 �b <br />d'dr• <br />N' �N "p1-- q <br />��IrJx <br />V <br />PAPp 7 e h`a� g� <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 <br />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 />W <br />Q <br />�* E <br />O <br />M U <br />O (V <br />V <br />0 <br />w _ o � <br />W N <br />N <br />7 rD # <br />rid J <br />11M� <br />Q <br />(N � 2 U. <br />N 5 J <br />C LL <br />LL LL 52 w <br />co LL , D <br />In <br />CH <br />V <br />Z <br />lIvI03 <br />_ W <br />a W 0 2 <br />r o � <br />Y <br />O <br />(V <br />Z <br />11LWU) <br />I m Lu <br />- NZ a <br />C11 <br />N 00 <br />L) <br />6 <br />W <br />❑ ❑ <br />N M <br />O � <br />CV <br />z o � <br />� <br />J <br />� N <br />r <br />ln/•i' <br />rNi <br />Z v <br />W <br />`o <br />al <br />i--� <br />cn <br />— � <br />0 <br />w g <br />In <br />- <br />r�!f <br />� <br />� <br />v <br />U c <br />Uj <br />J E <br />oe <br />U <br />) <br />C � x <br />ao <br />� <br />¢ N Ol <br />o <br />w <br />C.0 <br />M <br />M <br />J <br />m Z <br />O <br />z <br />Z <br />Q <br />� <br />N <br />g O <br />Q N <br />i✓ <br />t� to <br />2 <br />&Q <br />00 <br />o� <br />o <br />o Eao <br />co B <br />"z <br />«z <br />�z <br />c/�. M <br />C <br /><o <br />3a <br />Y <br />mo <br />az <br />O C <br />O <br />N <br />Z <br />m J <br />m <br />Q W <br />¢ <br />o� <br />20 <br />z <br />go <br />� <br />aLL <br />az <br />N <br />W <br />T <br />m <br />¢ ¢ <br />r <br />H — <br />w <br />�0 <br />o <br />v <br /><� <br />ol< <br />;o <br />a <br />0 C:)i <br />O <br />y <br />�M <br />Of <br />W <br />L <br />co cfl <br />O <br />TCID <br />Q <br />07 <br />CU <br />U) m <br />N <br />� <br />_ <br />LO <br />O <br />d' <br />- <br />M <br />O <br />C).Q <br />M <br />Lid <br />No <br />CN <br />Q <br />M <br />r— <br />E <br />CM <br />i6 LO <br />6 <br />Z <br />Z <br />E OV) <br />ICU <br />E <br />c <br />n <br />U <br />Q O <br />JOB <br />NO: <br />23-0610 <br />SCALE : <br />AS NOTED <br />SHEET N0. <br />6.2 <br />' I I I -I—FiJi I t.: i Ili I FTr a i --„ 11 -- <br />