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Cn <br />-3-- <br />C! <br />=1 <br />E <br />LO <br />00 <br />CD, <br />1`0 <br />1.0 <br />1.0 <br />rr <br />0 <br />-0 <br />t2 <br />0. <br />l <br />to <br />CD <br />Li <br />00 <br />ID <br />V) <br />0 <br />-0 <br />Q <br />�2 <br />CIR <br />C-i <br />L0 <br />C:� <br />L0 <br />E <br />E <br />0 <br />0 <br />0 <br />C14 <br />C14 <br />rz�_ <br />45 <br />Ica] <br />ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND <br />R SH I CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT:5 25 ft <br />VIND SPEED (ULTIMA 0 MPH <br />1'0:4 <br />VIND SPEED (ALLOW2EL)E) 108 MPH <br />XPOSURE CATEGORY C <br />=rl WIND PRESSURE AND SUCTION l <br />WIND AREA <br />VALUE DENOTES PRESSURE <br />HIP ROOF >20 TO 45 DEG. <br />a=4ft [4:12]-[12:12] <br />(SQ FEET) <br />VALUE DENOTES SUCTION <br />AREA <br />ROOF <br />1 <br />2e <br />2n <br />_2r <br />3 <br />1 3,- <br />1 3, <br />HIP <br />-35.94 <br />-49.57 <br />-49.57 <br />-49.57 <br />10 <br />GABLE <br />-38.22 <br />-38.22 <br />-60.99 <br />-60.99 <br />_60.99 <br />r v <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 />011 <br />ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD <br />1 <br />ROOF SHEATHING: <br />10 <br />SHINGLE: Y16" EXP. 1 1?%) or 1V32" EXP. 103/16) <br />(2) <br />!LE� 1V32" EXP. 102/16) <br />NOTE: <br />1 . PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 Y8" x 0.113") NAILS <br />IS <br />2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1Y32", SHEATHING SHALL BE FASTENED <br />2" x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x.120") NAILS <br />WITH ASTM F1 667 RSRS-03 1 Od (2Y <br />a=4ft <br />3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER GABLE <br />ROOF > 20 TO 45 DEG. <br />RAFTER W/ BLOCKING @ 16- O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING <br />[4:12]-[12:12] <br />@ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS <br />W1 BLOCKING PER NAILING SCHEDULE. <br />11 <br />31 <br />UPLIFT CONNECTION CROSS-REFERENCE <br />SIMPSON STRONG TIE USP MANUFACTURING, INC. <br />PADA('ITV [ADAl I <br />0 <br />CONNECTOR <br />SYP <br />SPF <br />FASTENERS <br />A <br />META12 <br />1427 <br />9 - 10d x 1 177-- <br />A (2) <br />(2)META12 <br />1875 <br />1795 <br />9 - 10d x 1 1/2" <br />B <br />HETA16 <br />1810 <br />9 - 10d x 1 1/2" <br />C <br />H2.5A <br />565 <br />535 <br />10 - 8d <br />D <br />H3 <br />400 <br />320 <br />8 - 8d <br />E <br />META20 <br />1450 <br />7 - 1 Old x 1 1/2" <br />F <br />HHETA20 <br />2120 <br />10 - 10d x 1 1/2" <br />G <br />H10A <br />1040 <br />1015 <br />18 - 10d x 1 1/2" <br />H <br />FGTR <br />4725 <br />3400 <br />w/ (18) 1/4" x 3" SDS <br />HTT5 <br />HD3B <br />VGT R/L <br />VGT - F <br />LUS26 <br />HUS26 <br />HUS28 <br />MTS12 <br />VGT-M <br />LGT3 <br />WOOD SCREWS AND (2) <br />1/2" x 5" TITEN HID ACHOR <br />BOLTS <br />4350 <br />3740 <br />5/8" ANCH. / (26) 1 0dx1 -1 /2" <br />3130 <br />3050 <br />5/8" DIA. BOLTS <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 />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" SDS WOOD <br />SCREWS & (1) 5/8" ATR <br />1165/1060 <br />10051915 <br />8 - 1 Od x 3" <br />1320/3235 <br />1335/2820 <br />20 - 16d x 3 1/2" <br />1760/4095 <br />1720/3125 <br />30 - 16d x 3 1/2" <br />990 <br />860 <br />14 - 1 Old x 1 112" <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 wl 12" MIN. <br />EMBEDMENT. <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 HID (2 PLY) OR (52) <br />16D SINKERS FOR FRAME <br />CONNECTOR SYP SPF FASTENERS <br />HTA20 1870 1585 10 - 10d x 1 1/2" <br />HTA16 <br />1870 <br />1585 <br />10 - 10d x 1 1/2" <br />RT7A <br />585 <br />515 <br />10 - 8d x 1 1/2" <br />RT3 <br />345 <br />305 <br />8 - 8d x 1 1/2" <br />HTA20-18 <br />1625 <br />1400 <br />10 - 10d x 1 112" <br />HTTA20 <br />2375 <br />11 - 10d x 1 1/2" <br />RT16A <br />1020 <br />1160 <br />9 - 1 Old x 1 1/2% 8-1 Old <br />RFUS <br />7100 <br />w/ (12) WS3 WOOD <br />SCREWS AND (4) 3/4" x 6" <br />WEDGE -BOLTS <br />HTT5 1 5795 5/8" ANCH. /(26) 1 Od x1 -1/2 <br />TDX2-TZ 1 3295 2 - 5/8" DIA. BOLTS <br />JUS26 <br />1000/1080-- <br />--- <br />1 8 - 10d <br />HUS26 <br />2035/3400 <br />--- <br />(20)16d x 3-1/2" <br />HUS28 <br />2950/5090 <br />30d -1 6d x 3-1/2.1 <br />MTW12 <br />1195 <br />1005 <br />14-1 Od x 1-1 /2" <br />U MGT 1 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" MUGT1 5 1 4175 1 122-10dx(1)5/8"ATRw/12" <br />EMBED w/ SIMPSON 'SET" EMBED w/ USP CIA-7000C <br />EPDXY EPDXY <br />LGT2 14060-M3770-FI3500-M3240-F <br />LUGT2 131 00-M 4520-F 131 00-M 3800-F <br />(14) 1/4" x 2 1/4" TITENS <br />(2 PLY) OR (28) 16D <br />SINKERS FOR FRAME <br />(10) 1/4" x 3" VVEDGE- <br />BOLTS (2-PLY) OR (32) 16C <br />SINKERS FOR FRAME <br />"X" <br />HTS 20 <br />1310 <br />1245 <br />24-1 Od x 1 1/2" <br />HTW20 <br />1530 <br />1285 <br />24-1 Old x 1 1/2" <br />Spi <br />555 <br />535 <br />10 - 10d <br />SPT22 <br />735 <br />8 - 10d <br />SP2 <br />1010 1 <br />605 <br />12 - 10d <br />SPT24 <br />1090 <br />12 - 10d <br />HCP2 <br />1 590 1 <br />555 1 <br />12-1 Old x 1 1/2" <br />HHCP2 1 <br />680 <br />570 <br />1 l 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 1480 Wl 3/8" MAX DEFLECTION <br />FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREAS & 24" <br />OC FOR CARPET AREA'S <br />DROP HIP DETAIL. <br />2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS <br />(A) <br />OR 2 PLY <br />ARRIER <br />1-8-8 CLEAR GAP BETWEEN (B) TRUSSES l 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 l <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) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED <br />FOR HIP PLANING TRUSSES. R1 <br />(B) <br />STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1OR2PLYCARRIER— —(A)— <br />INTERSECTIONS SPLICING I lw/2xGONTLEDGER <br />TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK <br />FRAMING SPLICING. <br />MINIMUM LENGTH OF STICK FRAMING TO BE 54' 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 />SEE SHEET D1 FOR <br />ROOF FRAMING <br />DETAILS <br />FLOOR/ROOF FRAMING PLAN - ELEV-Bl <br />SCALE: )/4"=V-101" <br />CU <br />In CL <br />110 <br />X, <br />/ <br />(J) V C=> <br />011�_ <br />L 0 <br />S I o N P", <br />To the best of the Engineeirs 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 only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />Ld <br />01011 ct, I= <br />- 8 <br />W c-, <br />06 l Cb C) <br />1 F CD c: <br />60 a) Cj <br />0 to o? <br />Uj <br />(N CD <br />u_ <br />uj <br />cu LL LL CL <br />Lu <br />Z <br />0 <br />" <br />w 0 <br />:E <br />w U5 <br />xx <br />z 0 <br />0 <br />l M <br />L <br /><m <br />04 <br />a 0 <br />b <br />z <br />W <br />QD <br />U) V) <br />Q) CD <br />4­1 C_/D <br />LIJ <br />U <br />0 <br />V) <br />W <br />t0V 1% j E <br />A <br />zF; aj <br />0 <br />U) <br />W <br />< <br />C:1 <br />cl_� <br />z< <br />C6 E <br />z- <br />Cl- 0 <br />E <br />ro <br />c=, E <br />20 <br />o < <br />U 0 <br />0 < <br />z <br />10 <br />0 <br />X, <br />C/3 C: <br /><. <br />0< <br />"o <br />or� <br />z-6, <br />2: <br />co <br />0 <br />W <br />U) <br />C) <br />2. <br />M <br />ca <br />< 0 <br />10 <br />< <br />LO <br />L0 <br />E2 <br />M <br />(D <br />CY) <br />CID Ict <br />=3 & <br />C)7 o <br />C) <br />0 <br />M <br />.2 <br />M <br />L0 <br />T_ <br />< <br />0 <br />ILL <br />0 <br />ICY) <br />_�e <br />0 0 <br />C:) <br />LO <br />co 04 <br />00 <br />LO <br />C:) <br />CY) <br />< 00 <br />LC) U') <br />W <br />E <br />co <br />z <br />z <br />E 't— <br />r_ <br />cc <br />CL <br />E <br />0 0 -0 <br />0 <br />a) <br />_j <br />JOB <br />NO: 23-06140 <br />SCALE AS NOTED <br />SHEET NO. <br />7.1 <br />Z_ <br />I - __I -1 1 v_ I I I — - __ ___ __ — — I I I � I I Ili 11, 1, . iii, If i 1 .1,4111 . t 1 . 1 A , ___l I I I I <br />