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C, <br />-3:: <br />CID <br />CN <br />0 <br />C14 <br />C14 <br />0 <br />_j <br />CZ) <br />C D <br />I <br />LO <br />CN <br />r__ <br />-.I- <br />CD <br />C14 <br />CID <br />c14 <br />C14 <br />N-) <br />L0 <br />0 <br />-0 <br />_M <br />CD <br />C14 <br />CN <br />0 <br />_j <br />CD <br />LO <br />c,4 <br />=3 <br />0 <br />ro <br />C14 <br />CD <br />C14 <br />6 <br />Cl- <br />E <br />F2 <br />C, <br />E <br />0 <br />0 <br />_j <br />_j <br />CD <br />C14 <br />L0 <br />r.-) <br />C`4 <br />CD <br />C`4 <br />Ln <br />�6 <br />U <br />LLJ <br />C0 <br />_U <br /><0 <br />SYMMETRICAL <br />LOW ROOF / FLOOR FRAMING PLAN — <br />STANDARD (STD) & LAKE THOMAS <br />SCALE: Y4"=1'-0" <br />FL <br />CCA 09/24/2020 <br />UPLIFT CONNECTION CROSS-REFERENCE <br />MARK <br />SIMPSON STRONG TIE <br />USP MANUFACTURING, INC. <br />0 <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 (1)PLY <br />1795 (2)PLY <br />10 - 10d x 1 112" <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 />HTA1 6 <br />1870 <br />1730 <br />9 - 1 Od x 1 1/2" <br />C <br />H2.5A <br />700 <br />615 <br />10 - Bid x 2 1/2" <br />R77A <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 - 8d 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 - 1 Od x 1 112" <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 Old <br />H <br />FGTR <br />4725 <br />3400 <br />wl (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) WS3 WOOD <br />(4) 3/4" x 6" WEDGE -BOLTS <br />J <br />HTT5 <br />4350 <br />3740 <br />5/8" ANCH. / (26) 1 Odx1 -112" <br />HTT45 <br />5795 <br />5/8" ANCH. /(26) 1 Od x2-1/2 <br />K <br />HD3B <br />3130 <br />3050 <br />518" ANCHJ (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) 1/4"x3' SDS WOOD SCREWS & <br />HDU4-SDi wl (10) 1/4"x2-1/2" SDS <br />WOOD SCREWS & (1) 5/8" ATR <br />--- <br />--- <br />M <br />VGT - F <br />4940 <br />3555 <br />N <br />LUS26 <br />1165/1150 <br />865/785 <br />8 - 1 Old 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 1/2" <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 -1 6d x 3-1/2" <br />R <br />MTS12 <br />990 <br />850 <br />14 - 10d x 1 1/2' <br />MTW12 <br />1 965 <br />1 810 <br />14-1 Old x 1- 1 /2" <br />S <br />VGT - M* <br />4940 <br />3555 <br />(I (j) 1/4"x3" 6US WOOD SUREVV6 & <br />(1) 5/8" ATR EPDXIED w/ SIMPSON <br />T 1 (2) LGT3 16570-M 6960-Fl 4730-M 501 0-F1 & (8) 3/8"x5" TITEN HD (2 PLY) or <br />U <br />MGT -M* <br />3965 <br />3330 <br />(22)1 Old x 3" w/ (1) 5/8" ATR wit 12" <br />EMBED w/ SIMPSON "SET" EPDXY <br />MUGT1 5 <br />4240 <br />3730 <br />(28) 1 Old x 3" (1) 5/8" ATR w/ 12" <br />EMBED w/ USP CIA-7000C EPDXY <br />W <br />MGT -F^ <br />V <br />(2) LGT2 <br />4060-M 4080-F <br />3500-M 351 O-F <br />(32)10d x 3-1/4" SINKERS & (14) TITEN TURBO <br />(2 PLY)or(60) 10d x 3-1/4" SINKERS @ FRAME <br />LUGT2 <br />3310-M 4040-F <br />2920-M 3560-F <br />(32)10d x 3" & (10) 114"xY DEWALT <br />SCREW -BOLT or (64) 10d x 3" @ FRAME <br />"X" <br />HTS 20 <br />1415 <br />1215 <br />(1 6)-1 Od x 1 1/2" <br />HTW20 <br />1355 <br />1140 <br />24-1 Old x 1 112" <br />spi <br />555 <br />535 <br />10-10dx3" <br />SPT22 1 <br />735 <br />1 <br />1 8 - 10d x 3" <br />SP2 <br />1010 <br />605 <br />12 - 10d x 3" <br />SPT24 <br />1 1090 <br />1 <br />12 - 10d x 3" <br />HCP2 <br />590 <br />510 <br />12-1 Old x 1 112" <br />HHCP2 1 <br />680 <br />1 595 <br />(20)1 Old 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 AREAS & 24" <br />OC FOR CARPET AREAS <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. <br />SPLICING 1 �102' <br />TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING <br />SPLICING. <br />MINIMUM LENGTH OF STICK FRAMING TO BE 6-10" ON A HORIZONTAL PROJECTION. <br />NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS <br />(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 />2 PLY CARRIER—J —(A) <br />CONTLEDGER <br />SEE SHEET D1 FOR <br />ROOF FRAMING <br />DETAILS <br />ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND <br />RSH CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT5 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 />MCKI =!Ll 17,1017110 M17 HIP ROOF >20 TO 45 DEG. <br />VVINU ANrA k-1 V^Lu� 11 U <br />(SQ FEET) (-) VALUE DENOTES SUCTION <br />I a=4ft <br />AREA N'Jur- I ze 2n 2r 3e or <br />10 HIP -35.94 -49.57 -49.57 -49.57 t <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 F1 667 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 (2 Y16) or 1%2" EXP. 1 (33/16) <br />TILE: lV32" EXP. 1 (3�116) <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 `Y32", SHEATHING SHALL BE FASTENED <br />WITH ASTM F1 667 RSRS-03 10d (21/2"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 Wit 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 />[4:12]-[12:12] <br />a=4ft <br />GABLE ROOF > 20 TO 45 DEG. <br />[4:12]-[12:12] <br />C" <br />C%j <br />2 <br />Acj; <br />`71) <br />M C_') C-4 <br />co >e <br />"- 0- <br />Cc C= — <br />-W <br />.gt <br />Ir- <br />13 <br />CZ <br />C3- <br />'N <br />Z, 4- <br />4P <br />\0 V� U, <br />4 0. <br />F <br />0 <br />To the best of the Engineers knowledge, information and belief, <br />the structural <br />plans and specifications contained within these <br />drawings comply with the 2020 Florida Building Code - <br />Residential <br />7th Edition. Engineers signature and seal is only for <br />the structural <br />engineering portions of the drawing pages bearing <br />Engineer's <br />signature and seal. <br />mw <br />W <br />01' E <br />.0 <br />C-0:1 cc: <br />W0 <br />0 <br />LU <br />N CD a. 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