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--v-...-. ��._.-. ,.-. _... _.... .._...,.-�.:�.u�. .. .. _... ____. �- :_. 1:YlLL: u.!L:_...i.l L,1�. SL'r.�-;;LL�.E�_SI.. 3l;Y LLl.zlill 1 •NFL �IttIY IYI�MI��f�1iWIV <br />F_ — — — — <br />1UNIT—A 1532 UNIT—C 1624 <br />1UNIT—D 1625 <br />SYMMETRICAL <br />NOTE: <br />• SEE D1 SHEET FOR TYPICAL ROOF FRAMING DETAILS <br />• SEE SHEET 10 FOR BUILDING ROOF LAYOUT <br />SPECIAL CONNECTIONS <br />S2 :SIMPSON LGT3SDS2.5 W/ (12) SDS 1/4"x2 1/2" TO GIRDER & <br />(4) 3/8"x5 TITEN HD TO WALL PROVIDE 2x6x1'-0" #2 SYP SCAB <br />@ BRG. W/ MIN. (8) 12d NAILS TO GIRDER BOTTOM CHORD <br />9 :SIMPSON (1) FGTR w/ (18) WS3 w/ (2) 1/2"x5" TITEN HD. <br />ROOF FRAMING PLAN — X (ENHANCED <br />SCALE: Y4'=1'-0" <br />UPLIFT CONNECTION CROSS—REFERENCE <br />MARK SIMPSON STRONG TIE 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 <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 - 11 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 1 112" <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 - III x 1 1/2" <br />G <br />H10A <br />1040 <br />1015 <br />18 - 10d x 1 112" <br />RT16A <br />1020 <br />1160 <br />9 - 10d x 1 1/2% 8-10d <br />H <br />FGTR <br />4725 <br />3400 <br />wl (18) 1/4" x 3" SDS <br />WOOD SCREWS AND (2) <br />1/2" x 5" TITEN HD ACHOR <br />BOLTS <br />RFUS <br />7100 <br />--- <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) 10dx1-1/2" <br />HTT5 <br />5795 <br />5/8" ANCH. /(26) 10d x1-1/2 <br />K <br />HD3B * <br />3130 <br />3050 <br />5/8" DIA. BOLTS <br />TDX2-TZ <br />3295 <br />--- <br />2 - 5/8" DIA. BOLTS <br />L <br />VGT R/L <br />2225 <br />1600 <br />wl (16) 1/4" x 3" SDS <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 SCREWS AND <br />HDU4-SDS2.5 w/ (10) 1/4" <br />x 2 1/2" SDS 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 />--- <br />8 - 1 Od <br />P <br />HUS26 <br />1320/3235 <br />1335/2820 ** <br />20 - 16d x 3 1/2" <br />HUS26 <br />2035/3400 <br />--- <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 />--- <br />30d -11 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" SDS <br />WOOD SCREWS AND (1) <br />5/8" ATR EPDXIED w/ <br />SIMPSON SET w/ 12" MIN. <br />EMBEDMENT. <br />T <br />(2) LGT3 <br />6570-M 6960-F <br />4730-M 5010-F <br />w/ (24) 1/4" x 3" SDS <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 -10d x (1) 5/8" ATR w/ 12" <br />EMBED w/ SIMPSON "SET" <br />EPDXY <br />MUGT15 <br />4175 <br />22 -10d 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 D SINKERS & <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) 16 <br />SINKERS FOR FRAME <br />"X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-1 Od x 1 1/2" <br />SP1 555 535 10-10d SPT22 735 8-1Od <br />SP2 1010 605 12-10d SPT24 1090 12-10d <br />HCP2 590 555 12-1 Od x 1 1/2" HHCP2 680 570 1 (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 REQ'D ON ROOF PITCHES 3/12 & LOWER. 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 (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 <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 ("). <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 />STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 O <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 />R 2 PLY CARRIER--f (A) <br />x CONT LEDGER <br />SEE SHEET D1 FOR <br />ROOF FRAMING <br />DETAILS <br />RSH <br />ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND <br />CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT <_ 25 ft <br />WIND SPEED (ULTIMATE) <br />140.0 MPH <br />WIND SPEED (ALLOWABLE) <br />108.4 MPH <br />EXPOSURE CATEGORY <br />C <br />EFFECTIVE <br />WIND PRESSURE AND SUCTION (PSF) <br />WIND AREA <br />(+) VALUE DENOTES PRESSURE <br />HIP <br />ROOF >20 TO 45 DEG. <br />a=oft <br />(SQ FEET) <br />(-) VALUE DENOTES SUCTION <br />[4:12]-[12:12] <br />AREA <br />ROOF <br />1 <br />2e <br />2n <br />2r <br />3 <br />3e 3r <br />HIP <br />-35.94 <br />1 -49.57 <br />-49.57 <br />1 -49.57 <br />10 <br />GABLE <br />-38.22 <br />1 -38,22 <br />-60.99 <br />-60.99 <br />-60.99 78.58 <br />I O <br />r <br />—I <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 />@ <br />2r <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 />O O <br />SHINGLE: 7/6" EXP. 1 (24/6) or 1532' EXP. 1 (9/16) <br />I <br />TILE: %2" EXP. 1 (33/16) <br />r <br />NOTE: <br />1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 38" x 0.113") NAILS " <br />3r 3r <br />2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1%2", SHEATHING SHALL BE FASTENED <br />") <br />WITH ASTM F1667 RSRS-03 10d (2'Y2" x 0.131 NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS <br />a=oft <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 />W/ BLOCKING PER NAILING SCHEDULE. <br />O <br />C <br />CIO <br />Cam' <br />ciS <br />e <br />'� <br />T <br />d 0 <br />03 .0 <br />S �> 0 W <br />" 0 ,O <br />�� .0 <br />s <br />2 W <br />C) O� <br />z <br />CEO <br />FLO <br />C9 <br />ROE S S40��`�� <br />\� <br />To the best of the Engineer's 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 />W <br />cE <br />O <br />M <br />Q U <br />V (V N O O <br />0 <br />3noo0 �n <br />N err; <br />M M V 2 # LL <br />Q N 5 J <br />C J 52 lr_Lu <br />J lJ.. LL rl <br />a <br />Z darn <br />2 O <br />L O <br />W <br />M Lu <br />Z N Z a J <br />LL IL <br />Z N O L) v <br />W ❑❑ <br />D M V <br />z N c7 <br />O O <br />O <br />z � N <br />z o � <br />J <br />0 N <br />n <br />116 '1 <br />(nv) z .00z <br />v 0 o <br />u <br />O W o <br />c� ci, <br />N = <br />fiK <br />W <br />U <br />L_LI J <br />~ _ E <br />m 3'•�,s <br />ai <br />U o N <br />C co u <br />¢ ao 0 <br />N � <br />o <br />�® <br />r <br />c9 <br />w <br />M <br />M <br />z <br />o <br />z <br />< <br />U_ <br />cd- <br />zo <br />�° <br />� <br />zo <br />?® <br />Q <br />co <br />O <br />~ E <br />_g O <br />x <br />¢ ¢ <br />d p <br />00 <br />a� <br />O <br />z <br />N (a <br />L <br />¢o <br />ao <br />a 1w <br />ro <br />- <br />oY <br />U <br />�o <br />m� <br />O <br />Oz <br />Z <br />z <br />J <br />Amy <br /><w <br />gO <br />W <br />N � <br />0 <br />oa <br />ZZ <br />go <br />a <br />�w <br />Wca- <br />0 <br />�< <br />=r- <br />>° <br />o <br />w� <br />z¢ <br />a <br />OU3 <br />C O <br />O <br />~ <br />m <br />N <br />0 <br />CU <br />r <br />�-- <br />MCO <br />L <br />r <br />(� <br />N <br />N <br />/� <br />60 <br />U) m <br />N <br />�--- <br />Ln <br />CV <br />L O <br />O <br />C� <br />Cfl <br />T <br />C)LA-) <br />ai <br />iii L0 <br />cEo <br />Z <br />:3 <br />E Q (n <br />m <br />cc <br />d <br />o <br />U J Q t] <br />J <br />JOB NO: 22-05610-05605 <br />SCALE : AS NOTED <br />SHEET NO. <br />10.2 <br />