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L <br />LOW ROOF / FLOOR FRAMING PLAN <br />SCALE:1/"=1'-0" <br />SYMETRICAL <br />PROVIDE HUS26 <br />HANGER @ EACH <br />TRUSS TYP. TO <br />LEDGER <br />UPLIFT <br />CONNECTION <br />CROSS—REFERENCE <br />MARK <br />SIMPSON <br />STRONG <br />TIE <br />USP MANUFACTURING, <br />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 1 112" <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 />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 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" SIDS <br />WOOD SCREWS AND (1) <br />5/8" ATR EPDXIED w/ <br />SIMPSON SET wl 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 <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/ ) 16D SINKERS & <br />LUGT2 <br />3100-M 4520-F <br />3100-M 3800-F <br />wl (32) 16D SINKERS & <br />NOTE: PENDING WHICH <br />TYPE OF TRUSSES ARE <br />ORDERED (TOP CHORD <br />BRG OR TRUSSES <br />BUCKETING INTO <br />MASONRY) CONTRACTOR <br />IS TO FOLLOW THE D1 <br />SHEET REQUIRED DUE TO <br />THE TYPE OF TRUSSES <br />TO BE INSTALLED. OTHER <br />D1 SHEET CAN BE <br />IGNORED OR REMOVED. <br />(TRUSS LEDGER IS <br />PRIMARY DESIGN w/ <br />BUCKETS AS THE OPTION) <br />(14) 114" 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 1 112" <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 1 <br />590 1 <br />555 1 <br />12-10d x 1 1/2" <br />1 HHCP2 <br />1 680 <br />1 570 <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. 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 (+1- 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 1 O <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 />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 />R 2 PLY CARRIER <br />x CONT LEDGER <br />SEE SHEET D1 FOR <br />ROOF FRAMING <br />DETAILS <br />ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND <br />RS H I CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT <_ 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 (+) VALUE DENOTES PRESSURE HIP ROOF >20 TO 45 DEG. <br />SO FEET) <br />(-) VALUE DENOTES SUCTION <br />a=oft <br />[4:12]-[12:12] <br />AREA <br />ROOF <br />1 <br />2e <br />2n <br />2r <br />3 <br />3e <br />3r <br />HIP <br />1 -35.94 <br />-49.57 <br />-49.57 <br />-49.57 <br />1 <br />10 <br />GABLE <br />1 -38.22 <br />-38.22 <br />-60.99 <br />-60.99 <br />1 -60.99 <br />I78.58 <br />I �O -^ <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 />i <br />ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELDS <br />r <br />t <br />ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD <br />Cll <br />ROOF SHEATHING: <br />0 I Q <br />SHINGLE: %6" EXP. 1 (24/16) or 1Y32' EXP. 1 (32/16) <br />i <br />e <br />TILE: 19/32" EXP. 1 (3716) <br />i© <br />NOTE: <br />1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 %" x 0.113") NAILS <br />2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 15/2', SHEATHING SHALL BE FASTENED <br />WITH ASTM F1667 RSRS-03 10d (2'/z" x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS <br />3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER GABLE <br />RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING <br />@ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS <br />e <br />_ <br />l 3r 3r <br />ROOF > 20 TO 45 <br />a=oft <br />DEG. <br />[4:12]-[12:12] <br />W/ BLOCKING PER NAILING SCHEDULE. <br />p l` O <br />e QU M <br />N <br />C 00 X <br />}" O <br />NO <br />M M <br />C <br />Y <br />4 C::Q <br />N C: <br />?� U <br />Q <br />w N > <br />>� �L2 <br />— E r <br />R3 ° ; to CD Q <br />> i 0 11' <br />y 0 <br />, <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 <br />7th Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's <br />signature and seal. <br />v <br />N <br />v E <br />8 <br />Q O J <br />� O <br />N N <br />0 a0 c N 0- co <br />�°� <br />N VJN��2 Xk <br />C M V W <br />�i M u LL O W <br />� 0 <br />J , <br />(+� W W <br />Z m ' o O <br />Imo X0 <br />0 <br />W 0 r0, o m <br />W M rnrn m w <br />co J <br />IL Z Co N 0 <br />�n N <br />V 5 <br />Z � � 0 U) <br />W <br />IEMI <br />z N (h <br />O O <br />O <br />z <br />z o <br />— <br />n <br />LION <br />M <br />(nv) <br />Z aCzv <br />CD o <br />N <br />U <br />O w �o <br />V) c m <br />N <br />NrG <br />co <br />E <br />win Uj <br />r 3 <br />6Io <br />¢ o <br />N <br />O <br />m <br />z <br />M <br />M <br />a <br />zo <br />z <br />V <br />E <br />za <br />�° <br />zo <br />z® <br />(U <br />F— <br />M U <br />00 <br />o� <br />z <br />O <br />N <br />Qz <br />0 <br />¢� <br />wz <br />�� <br />L <br />rp <br />C <br />_ <br />Z2 <br />OY <br />U <br />w <br />ro� <br />0 <br />zz <br />z <br />m <br />Q W <br />z <br />0) <br />2 <br />Q <br />o <br />LL <br />z <br />g° <br />a <br />NW <br />U <br />�o <br />oLLr� <br />�- <br />O <br />¢a <br />y0 <br />a <br />Mj <br />O <br />_5 <br />o T <br />L <br />> �t <br />I <br />c� <br />M <br />cfl <br />� <br />T <br />� <br />O <br />CV <br />O <br />L!" � <br />5 <br />v' <br />r <br />CY <br />C:)00 <br />M N <br />o N <br />M <br />C <br />\ <br />CN <br />T <br />d- <br />1 <br />O \ <br />/1 <br />L J <br />3 p <br />o <br />z <br />Z <br />�; <br />E O <br />f° <br />@ <br />a <br />E <br />O <br />U � q p <br />C <br />J <br />JOB <br />NO: 22-03915-03908 <br />SCALE : AS NOTED <br />SHEET NO. <br />-- <br />