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TYP. @ <br />CORNERS <br />1 <br />D2 <br />J <br />S6 <br />TYP. <br />U.NO. <br />01 <br />� 1 <br />S5 <br />SIM. @ <br />CONNECTIONS <br />TYP. @ n33 <br />LOW ROOF <br />yV U ���� <br />CJ2G I I CJ2G <br />I I 2 <br />I I <br />CJ4G CJ4G D2 <br />I 2A1 I <br />,GL1 I <br />- <br />� II <br />II <br />- <br />ILL <br />II <br />II <br />II <br />I I <br />I I <br />IT - - <br />TYP <br />FIFL2�Y Y ■ PPa� <br />n it■i�i�i !1E <br />TYP. <br />U.N.O. A <br />TYP. @ eS� <br />SINGLE <br />STORY <br />00 <br />J <br />U- <br />ALLOWABLE <br />RSH ENGINEERED CLADDING W NDFPRESSURES AND SUUCTIIONPER ASCE 7-16 ROOFIS FOR GN MEAN ROOFOMPONENTS HEIGHT:5 5ft D <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 (+) VALUE DENOTES PRESSURE HIP ROOF >20 TO 45 DEG. <br />(SQ FEET) (-) VALUE DENOTES SUCTION [4:12]-[12:12] <br />a=oft <br />AREA ROOF 1 2e 2n 2r 3 3e 3r <br />HIP -35.94 -49.57 -49.57 -49.57 <br />10 <br />GABLE -38.22 -38.22 -60.99 -60.99 -60.99 78.58 <br />)y' <br />ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): 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 ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD <br />ROOF SHEATHING: Q <br />SHINGLE: 3/16"EXP. 1 C%6) or 1-1/32" EXP. 1 (32/16) <br />TILE: '%" EXP. 1 (3�116) <br />NOTE: 11 <br />1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 Ya"x 0.113") NAILS t r <br />2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1%32", SHEATHING SHALL BE FASTENED <br />WITH ASTM F1667 RSRS-0310d (2'h" x 0.131 ") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS a=oft <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 [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 />2x STUDS @ 16" O.C. <br />W/ SIMPSON SP1 w/ (10) 10d <br />NAILS AT BASE & SIMPSON <br />2x BLOCKING SP2 w/ (12) 10d NAILS AT TOP <br />2x BLOCKING BETWEEN STUDS <br />TO TRUSS W/ (2) 12d TOENAILS <br />EACH END ( BETWEEN TRUSSES <br />LOW ROOFNVALL (2) 12d NAILS TO EACH VERTICAL <br />STUD) <br />SHEATHING ATTACHED <br />PER NAILING SCHEDULE 2x BASE PLATE W/ (2) 12d <br />NAILS @ 16" O.C. ALONG W/ <br />SIMPSON MTS12 w/ (14) 10d x <br />1 1/2" NAILS TO BLOCKING <br />�i BELOW @ 16" O.C. <br />LOW ROOF TRUSS W/— <br />RAISED BOTTOM CHORD <br />EXTENSION SEE TRUSS <br />S6 MANUF. SPEC'S FOR <br />CONNECTIONS TO G.T. <br />TY <br />O. SECTION <br />SCALE: 3/4"=V-0" <br />J <br />@ 24" O.C. <br />MIN. (2) <br />STRAPS <br />BLOCKING <br />L (2) 2x6 BLOCKING UNDER <br />2nd FLOOR WALL w/ <br />SIMPSON LUS24-2 w/ (16) <br />16d NAILS AT EACH END <br />BUMP OUT �39 <br />PLYWOOD <br />FLOORING <br />FLOOR G.T. <br />SEE PLAN <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 />1 875(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 1 112" <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 />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) 114" <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 3112" <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) 5/8" ATR w/ 12" <br />EMBED wl SIMPSON "SET" <br />EPDXY <br />MUGT15 <br />4175 <br />22 -10d 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/ 3 D 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 />"X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1 1285 24-10d x 1 1/2" <br />SP1 555 535 10 -10d SPT22 735 8 -10d <br />SP2 1010 605 12 -10d SPT24 1090 12 -10d <br />HCP2 590 555 1 12-1Od x 1 1/2" HHCP2 680 570 1 (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. 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 (B) TRUSSES (+/- 6 ) <br />'FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD W EVERY INTERSECTING <br />POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (8) <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, (8) 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 5-0" 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 />SEE SHEET D1 FOR <br />ROOF FRAMING <br />DETAILS <br />FLOOR FRAMING PLAN — ELEV — B <br />SCALE: Y4"=1'-0" <br />N <br />0 <br />d� <br />o <br />.-amac <br />y N <br />c <br />� CD <br />m 3 3 :c <br />m <br />tj <br />c� a� <br />m c Q <br />CE <br />E <br />o <br />L) <br />M <br />0 <br />N <br />N <br />�0 �• <br />"''a:e113 bi <br />4 <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 />Residential 7th Edition. Engineer's signature and seal is ony for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />W <br />W E <br />cn 8 <br />a <br />O N O <br />tM <br />0 cc J <br />N m J , <br />Q C U- <br />W <br />J LLJ LL a <br />Lu Y <br />Z c- a <br />M Am 0 <br />a. lON <br />WN�pjO' <br />m w <br />Z ,°�° NZ d J <br />ZN O U U <br />z � <br />z <br />C1 <br />(, Q <br />- J <br />LU <br />� a <br />V <br />O w $ <br />to y <br />U d <br />w J <br />.1Oc <br />I <br />Y <br />o <br />C1.1 M <br />O2p <br />Z <br />w <br />cu <br />o <br />Wz <br /><z<wY° H <br />pV <br />Zo <br />ow�0oQ_¢ <br />'.i <br />ao o�wNZoN <br />> <br />U <br />mo<oa <br />z LL <br />z <br />�� <br />J <br />x <br />�oaw <br />� <br />5 <br />s <br />< ° <br />s <br />° z <br />W <br />(T S <br />Z <br />m W <br />Nz <br />`x3 <br />o <br />a <br />L' <br />01 <br />v <br />w <br />2 <br />a� <br />o3 <br />�L <br />J <br />O <br />� <br />N <br />C0 LO <br />N <br />.-� <br />:3N o <br />N <br />J <br />CL <br />U) m <br />N <br />LO <br />U- <br />O <br />O <br />N <br />.� 04 N <br />L O <br />r <br />04 <br />Q p Q <br />r <br />ci <br />N <br />o <br />z <br />N y <br />z <br />E <br />0- <br />U Q o <br />JOB <br />NO: 23-04653 <br />SCALE : AS NOTED <br />SHEET NO. <br />6.1 <br />