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C'4 <br />L0 <br />Cr <br />V) <br />0 <br />Jn <br />:�2 <br />C.0 <br />C) <br />I <br />C) <br />C) <br />__j <br />C) <br />t2 <br />I <br />L0 <br />�2 <br />C14 <br />C14 <br />C14 <br />N-) <br />Cn <br />C.0 <br />C> <br />cz� <br />C) <br />�2 <br />t2 <br />I <br />LC3 <br />�2 <br />C14 <br />0 <br />-0 <br />0 <br />-:I_- <br />C-) <br />C=) <br />CL <br />E <br />E <br />0 <br />0 <br />W <br />Cl- <br />0. <br />0 <br />LZ <br />C14 <br />Cz:1 <br />C14 <br />C14 <br />C'4 <br />C) <br />C*4 <br />C'4 <br />im <br />r14 <br />SYMMETRICAL <br />LOW ROOF / FLOOR FRAMING PLAN - <br />STANDARD (ST <br />SCALE: /l/4"=V-0" <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 11/2" <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 11/2" <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 1 112" <br />HTA1 6 <br />1870 <br />1730 <br />9 - 10d x 1 1/2" <br />C <br />H2.5A <br />700 <br />615 <br />10 - 8d x 2 112" <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 - 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 - 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 />1 18 - 10d x 1 1/2" <br />RT16A <br />1025 <br />900 <br />9 - 10d x 1 1/2% 8-10d <br />H <br />FGTR <br />4725 <br />3400 <br />w/ (18) 1/4"x TSDS WOOD SCREWS AND <br />(2) lt2"x 5"TITEN HD ANCHOR BOLTS <br />RFUS <br />7100 <br />(12) WS3 WOOD SCREWS & <br />(4) 314"x 6" WEDGE -BOLTS <br />J <br />HTT5 <br />4350 <br />3740 <br />5/8" ANCH. / (26) 1 Odx1 -1/2" <br />HTT45 <br />5795 <br />518- ANCH. 1(26) 10d x2-1/2 <br />K <br />HD3B <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 BOL <br />L <br />VGT R/L <br />2225 <br />1600 <br />(16) 1/4'x3' SDS WOOD SCREWS & <br />'HDU4-SDS2.5w/(10) 1/4"x2-1/2"SDS <br />WOOD SCREWS & (1) 5/8' ATR <br />--- <br />M <br />VGT - F <br />4940 <br />3555 <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 />20-16dx3l/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 />30d -1 6d x 3-112" <br />R <br />MTS12 <br />990 <br />850 <br />"; <br />14 - 10d x 1 1/2" <br />MTW12 <br />965 <br />810 <br />14-1 Od x 1-1 /2" <br />S <br />VGT - M* <br />4940 <br />3555 <br />(16) 1/4`0 SDS <br />(1) 5/8"ATR EPDXIED w/ SIMPSON <br />T (2) LGT3 6570-M 6960-Fl 4730-M 501 O-F & <br />(0) 318"x5"TITEN HD (2 PLY) or <br />) 16d SINKERS (d FRAME <br />MGT -M* 3965 3330 (22)1 Od x 3" w/ (1) 5/8" ATR w/ 12" MUGT1 5 4240 3730 (28) 10d x 3" (1) 5/8" ATR w/ 12" <br />MGT -FA EMBED w/ SIMPSON"SEr EPDXY EMBED w/ USP CIA-7000C EPDXY <br />=WU <br />V <br />(2) LGT2 <br />4060-M 4080-F <br />3500-M 35110-F <br />(32)10d x 3-114 SINKERS & (14) TITEN TURBO <br />(2 PLY) or (60) 1 Od x 3-1/4' SINKERS @ FRAME <br />LUGT2 <br />3310-M 4040-F <br />2920-M 3560-F <br />XJ & (i U) 114 XJ- UtYVAL I <br />SCREW-BOLTor (64) 10d x 3"@ FRAME <br />"X" <br />HTS 20 <br />1 1415 <br />1215 <br />1 (16)-1 Od x 1 1/2" <br />HTW20 <br />1355 <br />1140 <br />1 24-1 Od x 1 1/2" <br />spi <br />555 <br />535 <br />10 - 10d x 3" <br />SPT22 <br />735 <br />8--10dx3" <br />SP2 <br />1010 <br />1 605 <br />12 - 10d x 3" <br />SPT24 <br />1090 <br />12-10dx3" <br />HCP2 <br />590 <br />1 510 <br />12-1 Od x 1 1/2" <br />HHCP2 <br />680 <br />595 <br />1 (20111 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. <br />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 ARENS & 24" <br />OC FOR CARPET ARENS <br />DROP HIP DETAIL. <br />2-G-O MAXIUM SPACING ON VERTICALS OF (B) TRUSS <br />1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- IT-) <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. 1 28"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) 20 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. Fill <br />STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS INTERSECTIONS. 11 OF <br />SPLICING hNI 2 <br />TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING <br />SPLICING. <br />MINIMUM LENGTH OF STICK FRAMING TO BE T-0"ON A HORIZONTAL PROJECTION. <br />NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS <br />ril(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 CVRIER-J <br />E <br />CONTIL DG R <br />SEE SHEET D1 FOR <br />ROOF FRAMING <br />DETAILS <br />ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND <br />RSH I 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 />WIND PRESSURE AND SUCTION (PSF) <br />VALUE DENOTES PRESSURE HIP ROOF >20 TO 45 DEG. <br />(-) VALUE DENOTES SUCTION [4:12]-[12:12] <br />a=4ft <br />ML;P% r%%d F 2e .2n er a ae ar <br />10 HIP -35.94 -4 .57 49.57 49.57 <br />-38.22 1 -38.22 1 -60.99 -60.99 -60.99 <br />ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): <br />ZONE 1: ASTIM 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: ASTIM F1667 RSRS-01 (8d) NAILS @ 4"O.C. ON EDGE AND 4"O.0 IN FIELD <br />ROOF SHEATHING: <br />SHINGLE: Y16"EXP. 1 e%) or 1%Z EXP. 1 (32/16) <br />TILE: ly32"EXP- 1 ('/16) <br />NOTE: <br />1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 Y8" x 0.113") NAILS <br />32", SHEATHING SHALL BE FASTENED <br />2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1V <br />WITH ASTM F1 667 RSRS-03 1 Od (2Y2" x 0. 131") NAILS OR ASTIM F1 667 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 />C%j <br />C:) <br />3: <br />CL. <br />r= <br />Ca <br />V: cc <br />Cl> <br />C'4 <br />C14 <br />1W <br />C14 <br />L E <br />4%� <br />.......... <br />E Al,.,3* <br />v <br />4.0 No wwo <br />-1.* <br />STATE OF <br />161n,%. 0 ft i <br />I. <br />N_ A <br />To Me best of the Engineer's knowledge, information and beh ef7 <br />the structural plans and specifications contained within these <br />drawings comply with the 2020 Florida Building Code - <br />Residential 7th Edition. Engineers 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 />C3 E US Cj <br />co <br />81 cl <br />0 A-2 00 <br />0) (� Z _0 z-, LU <br />04 0 0, <br />C Cl) Iq U� <br />_j a. <br />_CC LL z <br />0 <br />*a 0 <br />0 <br />Z q <br />0 <br />- A - 0 <br />15 (9 Lu <br />. _j 2, <br />I 0 r- <br />W 2 < <br />W W <br />L <br />Z NO C,4 ZO 0 <br />M L) (n <br />IL <br />IL <br />N <br />< <br />a b L) Elf' <br />z <br />W <br />m <br />N M <br />AMIN% <br />63 <br />4-J <br />U <br />0 <br />Ln <br />W <br />L_U <br />M <br />(-) <br />0!! co <br />< *3 <br />400 <br />C14 <br />14 <br />Q0 <br />V-3 <br />Cl> <br />-9 <br />z <br />0 <br />55. <br />z <br />z <br />< <br />E <br />z. <br />t� <br />-0 <br />Z <br /><M <br />E 0 <br />fu <br />CL <br />E <br />1z <br />0� <br />00 <br />00 <br />ru <br />t <br />o <br />ra <br /><. <br />H <br />w2 <br />0 <br />50 <br />a5 <br />2 <br />�z <br />2 �8 <br />8 <br />.1 <br />1z <br />no <br />U <br />82 <br />z <br />A <br />0 <br />z <br />C`� <br />2 T, <br />12 <br />00 <br />CO <br />60 <br />U) .2 <br />CN <br />0 <br />L0 <br />.E <br />.0 M <br />LO <br />N <br />0 <br />CD <br />Cn <br />04 <br />< C) <br />LO <br />EIr- <br />M <br />0 <br />z <br />z <br />E 10 ca <br />E <br />1 <br />0 M <br />0 _j :� 0 1 <br />0 <br />_j <br />JOB <br />NO: 23-13125-13130 <br />SCALE : AS NOTED <br />SHEEr NO. <br />9.1 <br />