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e <br />SYMMETRICAL <br />LOW ROOF / FLOOR FRAMING PLAN- - <br />STANDARD (STD) <br />SCALE: %4"=1'-0" <br />CCA 09124/2020 <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 (1) PLY <br />1450 (2) PLY <br />7 -10d x 1 1/2" <br />6- 16d x 3 1/2" <br />HTA20 <br />1870 <br />1730 <br />9 - 10d x 1 1/2" <br />A (2) <br />(2)META12 <br />1875 (l)PLY <br />1795 (2)PL <br />10 - 10d x 1 1/2" <br />14- 16d x 3 1/2" <br />(2)HTA20 <br />2430 <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 />1730 <br />9 - 10d x 1 1/2" <br />C <br />H2.5A <br />700 <br />615 <br />10 - 8d x 2 1/2" <br />RT7A <br />630 <br />510 <br />10 - 8d x 1 1/2" <br />D <br />H3 <br />400 <br />365 <br />8 - 8d x 2 1/2" <br />RT3 <br />345 <br />305 <br />8 - Bid x 1 1/2" <br />E <br />META20 <br />1450 <br />8 - 10d x 1 1/2" <br />HTA20-18 <br />1625 <br />1495 <br />9 - 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 - 1 Od x 1 1/2" <br />RT16A <br />1025 <br />900 <br />9 - 1 Od x 1 1/2"& 8-1 Od <br />H <br />FGTR <br />4725 <br />3400 <br />w/ (18) 1/4" x 3" SDS WOOD SCREWS AND <br />(2)1/2" x 5" TITEN HD ANCHOR BOLTS <br />RFUS <br />7100 <br />(12)WS3WOOD SCREWS & <br />(4) 3/4" x 6" WEDGE -BOLTS <br />J <br />HT75 <br />4350 <br />3740 <br />5/8" ANCH. / (26) 1 Odxl-1/2" <br />HTT45 <br />5795 <br />5/8" ANCH. /(26) 1Od x2-1/2 <br />K <br />HD313 * <br />3130 <br />3050 <br />5/8" ANCH./ (2) 5/8" STUD BOLTS <br />TDX2-TZ <br />3295 <br />--- <br />5/8" ANCH./ (2) 5/8" STUD BOLTS <br />L <br />VGT R/L <br />2225 <br />1600 <br />(16)114"0" SDS WOOD SCREWS & <br />HDU4-SDS2.5 w/ (10)1/4"x2-1/2" SIDS <br />WOOD SCREWS & (1) 5/8" ATR <br />--- <br />--- <br />M <br />VGT - F <br />4940 <br />3555 <br />--- <br />N <br />LUS26 <br />1165/1150 ** <br />865/785 ** <br />8 - 10d x 3" <br />JUS26 <br />1050/1080** <br />840/950** <br />(8) - 10d x 3" <br />P <br />HUS26 <br />1320/3280 ** <br />1150/2780 ** <br />20 - 16d x 3 112" <br />HUS26 <br />2045/3400 <br />1640/2990** <br />(20)16d x 3-1/2" <br />Q <br />HUS28 <br />1760/4095 ** <br />1480/3520 ** <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 />850 <br />14 - 1 Od x 1 1/2" <br />MTW12 <br />965 <br />810 <br />14-1 Od x 1-112" <br />S <br />VGT - M' <br />4940 <br />3555 <br />(6) 1/ "x " SIDS WOOD SCREWS & <br />(1) 5/8" ATR EPDXIED w/ SIMPSON <br />T 1 (2) LGT3 16570-M 6960-FI4730-M 5010-Fl & (8) 3/8"xY TITEN HD (2 PLY) or <br />U <br />MGT -M* <br />3965 <br />3330 <br />(22)10d x 3" w/ (1) 5/8" ATR w/ 12" <br />EMBED w/ SIMPSON "SET" EPDXY <br />MUGT15 <br />4240 <br />3730 <br />(28)1 Od x 3" (1) 5/8" ATR w/ 12" <br />EMBED w/ USP CIA-7000C EPDXY <br />W <br />MGT -F^ <br />TITEN TURBO <br />PLY) S <br />EWALT <br />(32)10d x 3" LT(or0(64)10d D3' <br />V <br />(2) LGT2 <br />4060-M 4080-F <br />3500-M 3510-F <br />�2 or (60)10d x 3.114 NKERS @ FRAME <br />LUGT2 <br />3310-M 4040-F <br />2920-M 3560-F <br />SCREW BO @ FRAME <br />"X" <br />HTS 20 <br />1415 <br />1215 <br />(16)-10d x 1 1/2" <br />HTW20 <br />1355 <br />1140 <br />24-1Od x 1 1/2" <br />SP1 <br />555 <br />535 <br />10 - 10d x 3" <br />SPT22 <br />735 <br />8 - 10d x 3" <br />SP2 <br />1010 <br />605 <br />12 - 10d x 3" <br />SPT24 <br />1090 <br />12 - 10d x 3" <br />HCP2 <br />590 <br />510 <br />12-1 Od x 1 1/2" <br />HHCP2 <br />680 <br />1 595 <br />1 (20)1Od 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 03-14-22 <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 @ EVERY INTERSECTING POINT <br />SHOWN ON THE HIP TRUSS SYSTEM BELOW, FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE <br />TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (**). INTERSECTING POINT <br />TO BE FASTENED w/ (2) - 16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD <br />OF (B) TRUSS TO TOP CHORD (A) CARRIER TRUSS 2x CONT. SCAB SO. PINE w/ THE SAME SPECIFIED <br />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 LUMBER <br />(LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING <br />TRUSSES. R1 <br />STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS INTERSECTIONS. I 11 O <br />SPLICING Iw <br />TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING <br />SPLICING. <br />MINIMUM LENGTH OF STICK FRAMING TO BE 5-10" 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 />N <br />R 2 PLY CARRIER— I —(A)— <br />x CONT LEDGER <br />SEE SHEET D1 FOR <br />ROOF FRAMING <br />DETAILS <br />IENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND <br />RSHCLADDING 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) HIP ROOF >20 TO 45 DEG, <br />WIND AREA (+) VALUE DENOTES PRESSURE <br />(SQ FEET) (-) VALUE DENOTES SUCTION [4:12]-[12:12] <br />a=4ft <br />AREA ROOF 1 2e 2n 2r 3 3e 3r <br />10 <br />HIP -35.94 -49.57 -49.57 -49.57 <br />GABLE -38.22 -38.22 -60.99 -60.99 -60.99 -78.58 <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: Y16" EXP. 1 (24/6) or 1%32" EXP. 1 (3y6) <br />TILE: 1%32" EXP. 1 (3�6) <br />NOTE: <br />1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 %" x 0.l l3") NAILS <br />2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 15/32', SHEATHING SHALL BE FASTENED <br />WITH ASTM F1667 RSRS-03 10d (2Y2" 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 <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 />W/ BLOCKING PER NAILING SCHEDULE. <br />a=4ft <br />GABLE ROOF > 20 TO 45 DEG. <br />[4:12]-[12:12] <br />® <br />c <br />N <br />-a <br />!` <br />> w <br />ci a n <br />t-' <br />c 66mC,4 <br />u- C1. <br />.- <br />V2 v R <br />as Co <br />to -v ^eC <br />a M <br />is ® acs .es <br />' > <br />v a m <br />N � <br />c r <br />Ei <br />M <br />C'V <br />N <br />s, o <br />f/ <br />Q <br />C) w, <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 />Engineers signature and seal. <br />W <br />E tC) N <br />O N C <br />N - p4V, <br />N p m # # <br />0 <br />Y C <br />J J ���0 Lw <br />rn N r u-- Lu W <br />a <br />01,a <br />aS w <br />mLLii o <br />ill <br />z <br />O O <br />O <br />W <br />m W <br />' Cc o�rn ¢ m <br />W <br />C/5 z <br />00 p O w <br />N ch Z U N H <br />y ci <br />OU ❑Q❑ <br />`x H ?uro s W <br />Z N M <br />0 00 <br />z N <br />� o <br />� <br />Q � <br />r` <br />N <br />rNi <br />z <br />Q) <br />0- <br />0 <br />4—J <br />i>3 <br />cn <br />w <br />® m <br />V <br />O <br />N <br />o <br />cq <br />wsa <br />un <br />U <br />L4.1 f0. <br />p=•�. <br />µ��..� <br />E <br />�! <br />o <br />w <br />M <br />co�z <br />oi <br />O <br />Q <br />C6 Eo <br />zo <br />�� <br />>ry <br />Zo <br /><� <br />� q <br />F- rfl <br />o <br />00 <br />� U <br />O <br />O E <br />p <br />co <br />� 4 <br />0 4 <br />ro <br />H <br />az <br />a <br />¢Q <br />wZ <br />f� <br />d <br />zQ <br />S U <br />w� <br />mo <br />9 LL <br />00 J <br />g <br /><a <br />aw <br />1z <br />oa <br />go <br />cn <br />> <br />az <br />O <br />m <br />¢o <br />oW <br />_ <br />r-- <br />�3 <br />0 <br />d <br />a <br />OUP <br />z¢ <br />c <br />> CIO <br />ui <br />N <br />I- <br />cc <br />CTfl <br />� <br />O <br />M <br />L <br />CO oo <br />r <br />00 <br />LO <br />r <br />�i <br />U <br />L0 <br />O <br />CO <br />r <br />^� <br />U) m <br />00 <br />r <br />O <br />LO <br />CY) <br />LO <br />O <br />04 <br />O <br />N <br />L� <br />CO <br />< <br />00 <br />r- <br />E'^ <br />N <br />j L / <br />N <br />di <br />o <br />Z <br />Z <br />E O <br />rn <br />f0 <br />c <br />JOB <br />NO: 23-12154-12159 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />9.1 <br />i t I —� -- — 1� - <br />!IITF- - _-FTr Lr_ Hr i <br />