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12'-0" 13'4" <br />2 1 TYP. @ <br />Q2 p2 CORNERS <br />F73GE <br />4 <br />00 <br />N 0 <br />A @ 24" <br />O.C. MIN. <br />0 <br />J <br />S6 <br />TYP. @ 2 STORY. <br />SEE JJ/S6 @ <br />STEMWALL <br />1 <br />ED <br />0 <br />Ch <br />FT7G <br />FT <br />.. <br />N.. 1 TYPED <br />RG. WALL <br />L1 <br />S6 <br />a 0 0 <br />3 <br />m <br />FT8G <br />FT11 <br />FT13GE i <br />• • • <br />TYP. @ 2 STORY. <br />SEE JJ/S6 @ <br />STEMWALL <br />(2) A <br />TYP. <br />U.N.O. <br />35 <br />22 <br />D1 9 (2) A <br />?CJ1B <br />CJ3B o0 <br />to <br />X�j <br />FG3 <br />W <br />7 <br />r <br />C_ <br />co co <br />A <br />S3 <br />TYP. @ 1 STORY <br />(SEE AA/S3 FOR <br />STEM OPT.) <br />Ii4Ut <br />5'-8" <br />RSH <br />ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND <br />CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT 5 25 ft <br />UPLIFT CONNECTION CROSS-REFERENCE <br />MARK <br />SIMPSON STRONG TIE <br />USP MANUFACTURING, INC. <br />AND SPEED (ULTIMATE) <br />VIND SPEED (ALLOWABLE) <br />:XPOSURE CATEGORY <br />140.0 MPH <br />108.4 MPH <br />C <br />CONNECTOR <br />CAPACITY <br />FASTENERS <br />CONNECTOR <br />CAPACITY <br />SPF <br />FASTENERS <br />SYP <br />SPF <br />SYP <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 />EFFECTIVE <br />WIND AREA <br />(SQ FEET) <br />WIND PRESSURE AND SUCTION (PSF) <br />(+) VALUE DENOTES PRESSURE <br />(-) VALUE DENOTES SUCTION <br />HIP ROOF >20 TO 45 DEG. <br />[4:12]-[12:121 <br />a=oft <br />—�-- --r— <br />a <br />I Q� 1 <br />I I I <br />G) j (D I <br />I I I I <br />j 1 r I j <br />1 I L I <br />I r r �+ <br />`'I �`` 'oft <br />ROOF > 20 TO 45 DEG. <br />[4.12]-[12.12) <br />A (2) <br />(2)META12 <br />1875 (1)PLY <br />1795 (2)PLY <br />9 - 10d 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 />AREA <br />ROOF <br />1 <br />2e <br />2n <br />2r <br />3 <br />3e <br />3r <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 />10 <br />HIP <br />35.94 <br />-49.57 <br />-49.57 <br />49.57 <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 />GABLE <br />-38.22 <br />-38.22 <br />-60.99 <br />-60.99 <br />-60.99 <br />-78.58 <br />t� <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 />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 (Sd) 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: /e" EXP. 1 (2V18) ore' EXP. 1 03,1,e) <br />TILE: '%2' EXP. 1 (33/16) <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 t%32", SHEATHING SHALL BE FASTENED <br />WITH ASTM F1667 RSRS-03 10d (2'Y2" 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 GABLE <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 />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 - 10d x 1 1/2% 8-10d <br />H <br />FGTR <br />4725 <br />3400 <br />w/ (18) 1/4" x 3" SDS <br />WOOD SCREWS AND (2) <br />5"TITEN HD ACHOR <br />BOLTS <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 />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 />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 />2 ROWS 8d @ 6" O.C. NOTE: THE SHEAR WALL FRAMING DOES NOT EXTEND <br />8d NAILS @ 6" O.C. ABOVE THE ROOF, SUB -ROOF, OR FLOOR SHEATHING <br />TO BLOCKING <br />(2) 12d NAILS TO ROOF OR FLOOR <br />BLOCKING EACH SHEATHING <br />END <br />2X4 BLOCKING AT (2) SYP#2 TOP PLATE <br />EA. ROOF PANEL <br />JOINT T 4 7SCREWS <br />MAX LSTA30 EACH SIDE <br />TRUSSES @ EACH END OF <br />WALL <br />2x4 SPF STUDS —� <br />@ 16" O.C. WALL SEE C/S3 FOR <br />SET BACK 2" PER ADD'L INFO. <br />DETAIL C/S3 <br />SEE PLAN FOR DIM. <br />SEE FND. PLAN <br />FOR FOOTING • ' ` .` ' <br />SPECS. <br />INTERIOR S H EA R WA L L @ TRUSSES <br />STEP—DOWN, WALL TO TRUSS <br />N <br />LUS26 <br />1165/1060 ** <br />1005/915 ** <br />8 -10d x 3" <br />JUS26 <br />1000/1080** <br />-- <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 />-- <br />30d -16d x 3-112" <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 />N SET w/ 12"MIN. <br />EMBED <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 />& (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 <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/ ( 16D SINKERS & <br />(10) 1/4" x 3" WEDGE- <br />BOLTS (2-PLY) OR (32) 16 <br />SINKERS FOR FRAME <br />"X" <br />HTS 20 <br />1310 <br />1245 <br />24-10d x 1 1/2" <br />HTW20 <br />1530 <br />1285 <br />24-10d x 1 1/2" <br />SP1 <br />555 <br />535 <br />10 - 10d <br />SPT22 <br />735 <br />8-10d <br />SP2 <br />1010 <br />605 <br />12 - 10d <br />SPT24 <br />1090 <br />12-10d <br />HCP2 <br />590 <br />555 <br />12-10d x 1 1/2" <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 <br />ALL EPDXY ANCHORS SHALL USE SIMPSON <br />NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES <br />ON THE OPPOSITE SIDE OF THE TRUSS, <br />"SET" OR USP CIA-7000C (SEE MANUFACTURES <br />3/12 &LOWER. <br />WHICH COULD <br />SPECS) <br />FORCE THE PLATE OFF OF THE TRUSS. <br />REVISED 12.02.20 <br />LOADS -- ROOF = L 1360 FLOOR = L 1480 W/ 3/8" <br />FLOOR JOIST SPACING SHALL BE MAX OF 19.2" <br />OC FOR CARPET AREA'S <br />MAX DEFLECTION. <br />OC FOR HARDWOOD &TILE AREA'S & 24" <br />DROP HIP DETAIL <br />SCALE: 1/2" = 1'-0" <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) 20 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 ello, <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'-VON 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 />2e CARRIER—} (A) <br />x CO T LEDG R <br />SEE SHEET D1 FOR <br />ROOF FRAMING <br />DETAILS <br />FLOOR FRAMING PLAN - ELEV-A <br />SCALE: Y4'=1'-0" <br />O <br />tt� <br />2 <br />O <br />co <br />�• i cos <br />C m <br />N Cp O <br />in .o cv s <br />rn y o m <br />Q =N <br />m <br />v'; w <br />A O <br />3CcT <br />A <br />V1 Q <br />c <br />� <br />o <br />f <br />��, <br />`t�!!t!l4iilillq <br />.; ,. <br />0. OTC <br />W <br />F l.4 <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 <br />Rordda Building Code - <br />Residential 7th Edition. Engineers signature and seal is only for <br />the structural engineering potions of the drawing pages bearing <br />Engineers signature and seal. <br />in <br />W <br />g A8 <br />N O C 'p ur4i <br />A! CO tV O^p <br />�' �► <br />W <br />A Z <br />C4c <br />q J V W <br />u <br />Z <br />U. a. <br />a 52 <br />L l�ati <br />�. <br />N cD 0 <br />°' <br />Z04M <br />ILW <br />°' to <br />¢� <br />= <br />OU 0 <br />W <br />C0 <br />pp <br />0 <br />z C', <br />z <br />U) <br />Q <br />N <br />z <br />Ora <br />o <br />Ow <br />�N <br />LjLj <br />I <br />MID <br />of <br />Q' <br />o <br />M <br />N <br />io <br />YYY <br />pp <br />Q <br />EE <br />W K <br />aE <br />zo <br />E V <br />'Yo <br />520 <br />z <br />C <br />3 E <br />ao <br />� <br />42 L <br />yS <br />QO <br />_ <br />ro <br />C <br />N 0 <br />65 <br />W1I <br />it <br />s <br />S2W <br />Z <br />W <br />J <br />m <br />�a <br />C7 <br />co <br />O <br />O <br />.-. <br />Cr <br />Cc <br />(n .2 <br />N <br />� <br />Ln <br />'o <br />O <br />0 N <br />CY) <br />O O <br />Ln <br />N <br />M <br />z <br />z <br />E O <br />r <br />c <br />a <br />E <br />cg <br />4: <br />¢ o <br />c <br />JOB <br />NO: <br />22-12358 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />6.1 <br />