Laserfiche WebLink
r <br />G <br />—ROOF SHEATHING <br />SEE PLAN <br />SEE PLAN <br />DORMER / <br />TRUSS <br />PLYWOOD <br />SHEATHING - <br />ATTACH PER <br />2 x 4 SPF STUD <br />SCHEDULE <br />WALL AT 16" O.C. <br />WITH SP1 AND <br />SP2 TOP AND <br />BOTTOM EACH <br />SIMPSON MTS12 <br />STUD <br />//—AT 32" O.C. <br />ROOF SHEATHING <br />AL VARIES <br />2 x 4 SYP. <br />BLOCKING AT 16" <br />O.C. WITH (2) - 16d <br />END NAILS, TYP. <br />TRUSSES, TYP. <br />2 DORMER DETAIL <br />O SCALE: 3/4"=1'-0" <br />TRUSS <br />Me, <br />v n c= 0T1 In WALL AT <br />3P1 AND <br />STUD <br />3 DORMER DETAIL <br />O SCALE: 3/4"=1'-0" <br />8 x 16 BOND <br />BEAM <br />REINFORCED <br />WITH (1) #5 <br />CONT. EACH <br />COURSE <br />GROUTED <br />SOLID <br />TRUSS <br />0 <br />SEE <br />1 <br />FOR L-1 <br />ADDITIONAL <br />INFORMATION <br />UNIT 1500 <br />TRUSS (SEE PLAN) <br />da <br />a.AL 9'-4" <br />FBOTTOM <br />OF <br />A 4<. BUCKET EACH TRUSS <br />(2) - 2 x 8 SYP. d TRUSS INTO DOUBLE <br />P.T. LEDGER LEDGER PER TRUSS <br />CONT. MANUF. LAYOUT <br />CMU WALL (SEE (2) 2X8 SYP P.T. LEDGER w/ <br />g (2) ROWS OF 1/2" TITEN HD <br />PLAN) STAGGERED @ 24 O.C. w/ 5" <br />SECTION AT LEDGER EMBEDMENT <br />O SCALE: 3/4"=1'-0" <br />UNIT 1397 <br />GIRDER <br />TRUSS <br />Y (V <br />r <br />N <br />a a o <br />O <br />04 <br />12" 6„ 6„ 6" N <br />O.C. MAX. (2) TITEN HD EACH <br />STAGGERED SIDE OF GIRDER & @ <br />ELEVATION A -A END OF LEDGER <br />SYMMETRICAL <br />&. .AL <br />IV IV <br />SYMMETRICAL <br />UNIT 1397 <br />ROOF FRAMING NOTES <br />CUSS TO <br />DGER <br />SHINGLE ROOFING SYSTEM (SEE ARCH.) OVER MIN. 7/16" OSB ON PRE-ENGINEERED WOOD TRUSSES <br />AT 2-0" O.C. MAX. SEE PLAN FOR TYP. ROOF SLOPE = 6:12 TYP. U.N.O. <br />ROOF FRAMING PLAN <br />SCALE: 3/16"=1'-0" <br />UPLIFT CONNECTION CROSS-REFERENCE <br />MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. <br />CAPACITY CAPACITY <br />Q <br />CONNECTOR <br />SYP <br />SPF <br />FASTENERS <br />CONNECTOR <br />SYP <br />SPF <br />FASTENERS <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% 8-10d <br />H <br />FGTR <br />4725 <br />3400 <br />w/ (18) 1/4" x 3" SDS <br />RFUS <br />7100 <br />--- <br />w/ (12) WS3 WOOD <br />WOOD SCREWS AND (2) <br />1/2" x 5" TITEN HD ACHOR <br />BOLTS <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 />N <br />LUS26 <br />1165/1060 ** <br />1005/915 ** <br />8 - 10d x 3" <br />JUS26 <br />1000/1080** <br />--- <br />8 - 1 Old <br />P <br />HUS26 <br />1320/3235 ** <br />1335/2820 ** <br />20 - 16d x 3 112" <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 -16d x 3-1/2" <br />R <br />MTS12 <br />990 <br />860 <br />14 - 1Od x 1 1/2" <br />MTW12 <br />1195 <br />1005 <br />14-1 Od 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/ (32) 16D SINKERS & <br />(14) 1/4" x 2 114" 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 8-10d <br />SP2 1010 605 12-10d I SPT24 1090 12-10d <br />HCP2 1 590 1 555 12-11 x 1 1/2" HHCP2 1 680 1 570 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 (8) 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 <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 T-0" ON A HORIZONTAL PROJECTION.. . <br />NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS <br />1 (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 />SEE SHEET D1 FOR <br />ROOF FRAMING <br />DETAILS <br />ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND <br />RSH CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT:5 25 ft <br />WIND SPEED (ULTIMATE) 140.0 MPH <br />WIND SPEED (ALLOWABLE) 108.4 MPH <br />EXPOSURE CATEGORY C <br />EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 DEG. <br />WIND AREA (+) VALUE DENOTES PRESSURE <br />(SQ FEET) (-) VALUE DENOTES SUCTION [4:12]-[12:12] <br />a=oft <br />AREA ROOF 1 2e 2n 2r 3 3e 3r <br />10 HIP -35.94 -49.57 -49.57 -49.57 <br />GABLE -38.22 -38.22 -60.99 -60.99 -60.99 -78.58 <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 />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: 3/6' EXP. 1 (24/6) or1%2' EXP. 1 (33/16) <br />TILE: 1%2' EXP. 1 (3�1'6) <br />NOTE: <br />1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 Yg' x 0.113") NAILS <br />2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1V32", SHEATHING SHALL BE FASTENED <br />WITH ASTM F1667 RSRS-03 10d (2%" 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 <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 />N <br />N <br />B <br />w <br />N a <br />r� o <br />cv <br />•N a N � <br />Q y N ty <br />a 15 <br />d <br />i ai C <br />N Q <br />� E <br />In <br />a � <br />0 <br />QV��Q�`t1E1�'k1�Y@0�9� <br />o L yd. <br />f <br />s <br />.'fT. <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 E <br />�( o ro Q <br />R N a s <br />00 <br />7 �; N �; 4 <br />H C/) r-a <br />C J < W W <br />, a <br />CN <br />Z ��m o- <br />t cao_ <br />fW @ o o <br />LLU5 of <br />LO M Z Q J <br />IL <br />CN <br />Z N O U 0 <br />co <br />W El El <br />Z N M <br />O O <br />Z N <br />Z � <br />J <br />- N <br />V) <br />- <br />� <br />4--u <br />w <br />U <br />O w o <br />t767G <br />U <br />w m <br />r— J E <br />,,.• <br />U o y <br />¢ 0 <br />e <br />N <br />I� <br />o <br />MM <br />¢ <br />w <br />Z <br />J <br />n <br />o <br />S <br />LL <br />E Ov <br />o <br />o� <br />Wo <br />as <br />?® <br />— <br />F_�0 <br />¢1 <br />�0 <br />CL <br />�¢ <br />oW <br />N t <br />L <br />wo <br />6 <br />¢w <br />m <br />o <br />= U <br />Ie <br />o. <br />H , <br />Z F <br />z <br />J <br />m <br />Q W <br />� <br />to <br />U) <br />�" <br />Zoz <br />0¢ <br />-U <br />3 <br />K 0 <br />S H <br />z <br />x3 <br />oa <br />�o <br />CID O <br />V <br />z¢ <br />a x <br />o3: <br />0 CN <br />;n <br />LO <br />N <br />Co <br />O <br />O <br />> o <br />0 <br />CN <br />L_ r <br />0 <br />O <br />M <br />co 0 <br />Q <br />M <br />00 <br />m Q <br />O <br />a--+ <br />� N <br />tN <br />/0/�� <br />O Lo <br />LO <br />< (N <br />V <br />O <br />00 \ <br />(0 <br />r <br />6 <br />00 <br />w Q <br />o <br />E <br />M <br />Z <br />Z <br />E w <br />ca <br />a <br />U � Q p <br />JOB <br />NO: 22-09484-09479 <br />SCALE : AS NOTED <br />SHEET NO. <br />10 <br />r,. ,s . <br />x- ,=;�'�#k .i: i .;:a d ..! _f15 �4t <br />• h -. : :.: � >-7�:ts.'. .. _ �.tlx-�.,r.l rtl-r-n_'-s,�a. .e e'.: t- .- ., , -,., 4..yv�.._.,r,.N - - 1 _. . .- ,. �.. y,�'=i .lei _it'r �At� •. � r ,r...- �'.J:_. � - � :,i:. - :-r.-.-r•r..;�e- :r,_,. .. - ...... ._,. � _ ..- ,._-.. ... - ... - <br />