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qr" W-177-MR! Will, 11 jf�l 1� I I <br />12'-0" <br />13'-0" <br />FT3GE <br />ri_�,\Typ. @ <br />D2 /CORNERS <br />00 <br />0 <br />_10A @ 24" <br />O.C. MIN. <br />v <br />ED <br />0 <br />TYP. @ 2 STORY. <br />SEE JJ/S6 @ <br />STEMWALL <br />2M <br />CY) <br />T <br />EK) <br />FT7G <br />FT6 <br />4RG. <br />EM <br />WALL <br />0 <br />0 <br />FT8G <br />7 r <br />FT1 1 <br />-n <br />FT13GE FT1 1 <br />ED <br />-2:sj <br />TYP. @ 2 STORY. <br />SEE JJ/S6 @ <br />STEMWALL <br />(2) A <br />% <br />TYP. <br />U.N.O. <br />j ._1z <br />35, <br />ETP <br />EKI <br />11 F I 12(;L.-� <br />22 <br />D1 <br />FT9 (2) <br />FG3 <br />GD1 <br />QJ UD <br />CJ3B C? <br />CJ1B <br />D1 <br />/x <br />7 <br />0 0 <br />C_ <br />CO <br />tA <br />\� �S3 <br />TYP. @ I STORY <br />(SEE AAIS3 FOR <br />STEM OPT.) <br />E14GE <br />5-8" <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 />VIND SPEED (ULTIMATE) 140.0 M <br />VIND SPEED (ALLOWABLE) 108.4 M <br />XP DRY C E: <br />EFFECTIVE WIND PRESSURE AND SUCTION (PSF) <br />WIND AREA (+) VALUE DENOTES PRESSURE HIP ROOF >20 TO 45 DEG. <br />SO FEET) VALUE DENOTES SUCTION <br />7REA ROOF I 2e 2n 2r 3 3e 3r <br />57 j -4 <br />10 HIP - -35.94 1 -49. .4 -49.57 _9.57 <br />r GABLE -38.22 1 -38.22 -60.99 1 -60.99 1 1 -60.99 <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 411 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: 7/16" EXP. 1 (24/16) or%2" EXP. 1 0�116) <br />TILE: %2" EXP. 1 (3�116) <br />NOTE: <br />1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 Y8" x 0.113") NAILS <br />2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1%2", SHEATHING SHALL BE FASTENED <br />WITH ASTM F1667 RSRS-03 1 Od (2Y2" x 0.131") NAILS OR ASTM 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 />2 ROWS 8d @ 6" O.0 <br />8d NAILS @ 6" 0 ' C <br />TO BLOCKING <br />(2) 12d NAILS TO - <br />BLOCKING EACH <br />END <br />2X4 BLOCKING AT <br />EA. ROOF PANEL <br />JOINT ALA§LO <br />MAX <br />TRUSSES-/ <br />2x4 SPF STUDS - <br />@ 16" O.C. WALL <br />SET BACK 2" PER <br />DETAIL C/S3 <br />[4:12]-[12:12) <br />a=4ft <br />C1 <br />r <br />(0 <br />Q, <br />6 1 <br />a=411 <br />GABLE ROOF > 20 TO 45 DEG. <br />[4:12]-[12:12] <br />NOTE: THE SHEAR WALL FRAMING DOES NOT EXTEND <br />ABOVE THE ROOF, SUB -ROOF, OR FLOOR SHEATHING <br />-ROOF OR FLOOR <br />SHEATHING <br />(2) SYP#2 TOP PLATE <br />LSTA30 EACH SIDE <br />@ EACH END OF <br />WALL <br />SEE C/S3 FOR <br />ADD'L INFO. <br />SEE PLAN FOR DIM. <br />6�' <br />X1, <br />SEE FIND, PLAN <br />4 <br />FOR FOOTING <br />SPECS. <br />INTERIOR SHEARWALL @ TRUSSES <br />STEP-DOWN, WALL TO TRUSS <br />SCALE: 1/2" = V-101" <br />UPLIFT CONNECTION C <br />OSS-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 <br />9 - 10d x 1 1/2" <br />HTA20 <br />1870 <br />1585 <br />10 - 10d x 1 1/2" <br />A (2) <br />(2)META12 <br />1875 (1)PLY <br />1795 (2)PLY <br />9 - 1 Od 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 - 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 <br />WOOD SCREWS AND (2) <br />1/2" x 5"TITEN HID ACHOR <br />BOLTS <br />RFUS <br />I <br />7100 <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) 10dxl-1/2" <br />HTT5 <br />5795 <br />5/8' ANCH. /(26) 10d x1-1/2 <br />K <br />HD3B* <br />3130 <br />3050 <br />518"DIA. BOLTS <br />TDX2-TZ <br />3295 <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" SDS WOOD <br />SCREWS & (1) 5/8- ATR <br />M <br />VGT-F <br />4940 <br />3555 <br />w/ (16) 1/4" x 3" SDS <br />WOOD SCREWSAND <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 />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 />(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 />30d -1 6d 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 wl <br />SIMPSON SET W/ 12" MIN. <br />EMBEDMENT. <br />T <br />(2) LGT3 <br />6570-M 6960-F <br />4730-M 501 0-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 -1 Od x (1) 5/8" ATR w/ 12" <br />EMBED W/ SIMPSON "SET" <br />EPDXY <br />MUGT15 <br />4175 <br />22 -1 Od 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/ (32) 16D INKERS & <br />(14) 1/4" x 2 1/4" TITENS <br />(2 PLY) OR (28) 16D <br />SINKERS FOR FRAME <br />LUGT2 <br />3100-M 4520-F <br />3100-M 3800-F <br />w/ (32) 16D SINKERS & <br />(10) 1/4"x 3"WEDGE- <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 Od x 1 1/2" <br />Spi <br />555 <br />535 <br />10 - 10d <br />SPT22 <br />735 <br />- 10d <br />SP2 <br />1010 <br />605 <br />12 - 10d <br />SPT24 <br />1090 <br />12 - 10d <br />HCP2 <br />590 <br />555 <br />12-1 Od x 1 112" <br />HHCP2 <br />680 <br />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 REO'D ON ROOF PITCHES 3/12 & LOWER. <br />REVISED 12-02-20 <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 (8) TRUSS <br />1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") <br />FA TE A TRU WEB 0 EA H (A) TRU TOP HORD @ 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 I-). <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 PLANIN TRUSSE . R1 <br />STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS �1SF <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 5'-0" 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 P <br />C,�Y CAR -J <br />T LED�IER <br />ER <br />SEE SHEET D1 FOR <br />ROOF FRAMING <br />DETAILS <br />FLOOR FRAMING PLAN -A <br />SCALE: X"=V-0" <br />C*A <br />CIA <br />C%A <br />Liz <br />C:� <br />Wj <br />ca. C= <br />I 'C' <br />cc L., <br />cc <br />cl- <br />Cc <br />E�_ <br />�j <br />.......... <br />j.- c. <br />To the best of the Engineers knowledge, information and belief, <br />a structural plans and specifications contained within these <br />drawings comply with the 2020 <br />Florida Builcling Code - <br />Residential 7th Edition. Engineees signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers <br />signature and seal, <br />0 <br />W <br />E <br />8 <br />0 <br />C., <br />:= <br />A) Z f <br />No <br />r6- u. <br />LL <br />Z <br />Cq LL OW <br />- .6- CL <br />q 02 <br />M8 <br />2 <br />0 <br />, C� <br />W <br />W <br />A <br />Z <br />IL <br />Co C-4 0 <br />Ln Z < <br />04 M <br />0 9. <br />W <br />111 <br />CD <br />Z! i� <br />CN <br />4--J <br />LU <br />0 <br />U) <br />(5 <br />C) 0 <br />< <br />E 8 <br />zC1 <br />E <br />0 . <br />C <br />z <br />_j <br />'i W <br />W <br />SO <br />0 <br />MjC�l <br />a) <br />co <br />x <br />2 CD <br />> cyi <br />C <br />"It <br />M <br />Q) <br />0 <br />L_ <br />r*-- <br />co r.-. <br />>- <br />cc <br />T_ <br />:3 c) <br />r%11 <br />CT . . <br />co <br />0 <br />U) <br />CN <br />U) <br />4-J <br />0 <br />"2 <br />ca C14 <br />0 <br />C) <br />rl% <br />C,4 <br />(M <br />0 <br />C) 0 <br />00 N <br />Lb <br />CN <br />< <br />iii <br />E <br />0 <br />z <br />E <br />E <br />M <br />4.; <br />0 0 <br />0 _j <br />13 <br />JOB <br />NO: <br />22-09405 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />6.1 <br />.0 <br />X <br />