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, I _ ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND UPLIFT CONNECTION CROSS-REFERENCE RSH CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT 5 25 ft MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. WIND SPEED (ULTIMATE) 140.0 MPH CAPACITY CAPACITY WIND SPEED (ALLOWABLE) 108.4 MPH Q CONNECTOR SYP SPF FASTENERS CONNECTOR SYP SPF FASTENERS EXPOSURE CATEGORY C A META12 1420 9 -10d x 1 1/2" HTA20 1870 1585 10 -10d x 1 1/2" EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 DEG. 1875 (1)PLY WIND AREA (+) VALUE DENOTES PRESSURE A (2) (2)META12 1795 (2)PLY 9 - 10d x 1 1/2" (SQ FEET) (-) VALUE DENOTES SUCTION [4:12]-[12:12] a=4ft B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 -10d x 1 1/2" AREA ROOF 1 2e 2n 2r 3 3e d3, C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1 /2" 10 HIP -35.94 -49.57 -49.57 -49.57 D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" GABLE -38.22 -38.22 -60.99 60.99 60.99 Q E META20 1450 7 -10d x 1 1/2" HTA20-18 1625 1400 10 -10d x 1 1/2" 17 F HHETA20 2120 10 -10d x 1 1/2" HTTA20 2375 11 -10d x 1 1/2" r G H10A 1040 1015 18 -10d x 1 1/2" RT16A 1020 1160 9 -10d x 1 1/2% 8-10d ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS RFUS 7100 -- w/ (12) WS3 WOOD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD r WOOD SCREWS AND (2) SCREWS AND (4) 3/4" x 6" @ O.C. ON EDGE AND 4O.0 IN FIELD ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS 4" " 1/2" x 5" TITEN HD ACHOR WEDGE -BOLTS BOLTS ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ROOF SHEATHING: O Q SHINGLE: 3/16" EXP. 1 (��s) or1%2" EXP. 1 0346) J HTT5 4350 3740 5/8" ANCH, 126 10dx1-1/2" HTTS 5795 518"ANCH. /(26) 10d x1-1/2 /�2� r K HD3B * 3130 3050 5/8"DIA. BOLTS TDX2-TZ 3295 — 2 - 5/8" DIA. BOLTS TILE: 1%2' EXP. 1 l �16) L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS NOTE: WOOD SCREWS AND 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 %" x 0.113") NAILS r r0 laHDU4-SDS2.5 w/ (10) 1/4" 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1%2", SHEATHING SHALL BE FASTENED X 2 1/2" SDS WOOD (' — — — — — — — — — — — — — — — — — — WITH ASTM F1667 RSRS-0310d (2'Y2" x 0.131 ") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS 'I`�` � Oft SCREWS & (1) 5/8" ATR 1 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER GABLE ROOF > 20 TO 45 DEG. I I RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING [4:12]-[12:12] M VGT - F 4940 3555 w/ (16) 1/4" x 3" SDS @ 16" O.0 FIRST 4 BAYS WITH (2)12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS WOOD SCREWS AND W/ BLOCKING PER NAILING SCHEDULE. HDU4-SDS2.5 w/ (10) 1/4" 0(2) TYP Gx 2 1/2"SDS WOOD SCREWS & (1) 5/8" ATR — I M CORNERS U.N.O. I LO c� N LUS26 1165/1060 ** 1005l915 ** 8 - 10d x 3" JUS26 1000/1080** 8 -10d TYP. @ HIP I 1 U U U �` P HUS26 1320/3235 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 2035/3400 — (20)16d x 3-1/2" I Q HUS28 1760/4095 ** 1720/3125 ** 30 -16d x 3 1/2" HUS28 2950/5090 - 30d -16d x 3-1/2" 1-- --- --- --- --- -- -- -- — — R MTS12 990 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-1Od x 1-1/2" --- r-- -- -- r--- -- -- -- — S VGT - M 4940 3555 wl (16) 1/4" x 3" SDS CJ1 I I j j EJ7 I CJ1 WOOD SCREWS AND (1) DIJ 5/8" ATR EPDXIED w/ SIMPSON SET II I I) EMBEDMENT. w! 12" MIN. CJ3 (I �I I II II II II II CJ3 T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SDS u �I SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) CJ5 = = CJ5 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" 1 — — D — — I I EMBED w/ SIMPSON "SET" EMBED w/ USP CIA-7000C I I I EPDXY EPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F w LUGT2 3100-M 4520-F 3100-M 3800-F w/ (32) 16D SINKERS & 1 (14) 1/4" x 2 1/4" TITENS (10) 1/4" x 3" WEDGE - I L-----�---1CL----- I I (2 PLY) OR (28) 16D BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" j l 16 _�-- I _ _ _ I SP1 555 1 535 10 -10d SPT22 735 8 - 10d r'I SP2 60512 -10d SPT24 1090 12-10d HCP2 590 1 555 12-10d x 1 1/2" ----JHHCP2 680 570 1 (20)1 Od x 1-1/2" MINIMUM 3" MEMBER REACTIONS ARE FOR ROOF LOADS ONLY r------------------ --I DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. fr----------- ---- J I I I ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) 1—..------ _ — - �� _ _ NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12.02-20 LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. T I I I FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S TYP. _ i i i i TYP DROP HIP DETAIL U.N.O. = I I = _ 1 L----------- I U.N.O. 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS Ir----------- Q T (B) B) A L-------- - -- -- -- -i r=3 C==; j I r- ---Z j = = I I = I I 1 I II II — — — — — — I I I CARRIERy TYP. U.N.O. 1 I Ili I S6 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") _ 1 E _ _ ----- J L� _ I TYP. 'FASTEN EACH (8) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING — --- _ __� U.N.O. POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) (B 1 r — — — — — — — — �; ` I I TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (''). INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN 1 F I I NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH (+) THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK 1 G % �� I I LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 J. I STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 OR 2 PLY CARRIER—t - A) i t 1 1 INTERSECTIONS. SPLICING / 2 x CONT LEDGER — 1 H — — I ' — — I TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. CJ5 ii = 04 _ NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS CJ3 1 I I I I (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM SEE SHEET D1 FOR II II II �� I I i i BELOW. TYP. AT INTERIOR BEARING U.N.O. ROOF FRAMING EJ5 CJ1 I I I I I DETAILS I U U ULo G I TYP. 4 U.N.O. S5 L------------------------------------ J ROOF FRAMING PLAN - B SCALE: Y"=1'-0" !r1 C= N c r as -o 7 W C3. � o Q a `am arc + r LL tl R C-4 a- uJ d o m w Q, CIO d F y v � 3 m ea y m rx c o �v w c E M a Q- U Vv r Y �'��I✓ 1� .......••'��, Of, C.&S�Ci To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residentlel 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W E S I� v $ N CD t n J0, # W Q LL cULLLL � 103 LL W a Z g� o m CS 7 NG t0 W o 39 T T. -Mw Z IL ION Z z N OU v W El E3 Z Z a U) N z � 1v .2V LL C,, w � W U 0 Ln V) (� $ L.C) C N F— v lJJ J ~ p� I c) c `n 4) • Q o J z z M o S O E 0 E W Z oa m � ro <0 �g w0 00 oQ Z�� g rroo Qz wZ 5 cn ao ¢ x mX. o, z m J ? O '" < W � 3 a S� Zz o So d W a m j O au� Nw i-3 �C, o v w zl a= 03 �0 'L J O rn m c� co CN CO ca CD CD < C:) CU CN O ' CO co C7 N N O LO r Q N r E �'}• (0 M ` Z M Z C V E N Hf r 42) ca a E 0 _j Q p JOB NO: 23-00503 SCALE : AS NOTED SHEET NO. 6.2