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(1787) (1666) RSH ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT:5 25 ft UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. VIND SPEED (ULTIMATE) VIND SPEED (ALLOWABLE) XPOSURE CATEGORY 140.0 MPH 108.4 MPH C O CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META-12 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. WIND AREA (+) VALUE DENOTES PRESSURE (SO FEET) (-) VALUE DENOTES SUCTION [4:12]-[12:12J a=4ft AREA ROOF 1 2e 2n 2r 3 3e 3r HIP -35.94 -49.57 -49.57 -49.57 10 GABLE -38.22 38.22 60.99 60.99 60.99 78.58 �— —r � ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): 1 ��)/ \ r I I ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD I ` I ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD 1 I ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD I I ROOF SHEATHING: l O l I O I SHINGLE: Y/e" EXP. 1 0%6) or'" EXP. 1 (33/je) � I i � TILE: 1 y32" EXP. 1 (3ye) I I r I I NOTE: I I I I 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 %" x 0.113") NAILS r r ~ 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1Y32", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2'/2" x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS '�'I� 'a=4 ft 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER GABLE ROOF > 20 TO 45 DEG. RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING [4:12]-[12:12] @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. A (2) (2)META12 1875 (1)PLY 1795 (2)PLY 9 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 -10d x 1 112" HTA20-18 1625 1400 10 - 10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 - 10d x 1 1/2% 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3" SIDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 -- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26) 10dx1-1/7' HTT5 5795 5/8" ANCH. /(26)10d x1-1/2 K HD3B * 3130 3050 5/8"DIA. BOLTS TDX2-TZ 3295 -- 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x21/2"SIDS WOOD SCREWS & (1) 5/8" ATR NOTE: • SEE D1 SHEET WALL LEGEND 8'-8" TOP OF MASONRY WALL (GARAGE) N LUS26 1165/1060 *' 1005/915 ** 8 -10d x 3" JUS26 1000/1080** --- 8 - 10d P HUS26 1320/3235 ** 1335/2820 ** 20 -16d x 3 1/2" HUS26 2035/3400 --- (20)16d x 3-112" 9'-4" TOP OF MASONRY WALL O HUS28 1760/4095 ** 1720/3125 **1 30 -16d x 3 1/2" HUS28 2950/5090 — 30d -16d x 3-1/2" R MTS12 990 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" 18'-8" TOP OF MASONRY WALL S VGT - M 4940 3555 w/ (16) 114" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. 18'-8" TOP OF MASONRY WALL 2ND FLOOR ONLY. NO FIRST FLOOR BELOW. T 2 LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME -2HOUR FIRE RATED SEPARATION WALL 44" TOP OF MASONRY WALL (LANAI) , W/ SHAFT LINER ABOVE TO BOTTOM SIDE OF DECKING U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F w SINKERS & (14)1/4" x 21/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME LUGT2 3100-M 4520-F 3100-M 3800-F w/ (3) 160 SINKERS& (10) 1/4" x 3" WEDGE - BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME -2HOUR FIRE RATED SEPARATION WALL -18'-8" TOP OF MASONRY WALL, W/ SHAFT LINER ABOVE TO BOTTOM SIDE OF DECKING "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10-10d SPT22 735 8 - 10d SP2 1010 605 12-10d SPT24 1090 12-10d 77 -2HOUR FIRE RATED SEPARATION WALL -20'4' TOP OF MASONRY WALL, W/ SHAFT LINER ABOVE TO BOTTOM SIDE OF DECKING HCP2 590 555 12-10d x 1 1/2" HHCP2 680 570 (20)1 Od x 1-1/2" MINIMUM 3" MEMBER "* REACTIONS ARE FOR ROOF *** DO NOT DRIVE NAILS THROUGH ALL EPDXY ANCHORS SHALL NOTE: DOUBLE FELT REQ'D LOADS ONLY THE TRUSS PLATE USE SIMPSON ON ROOF PITCHES ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD "SET' OR USP CIA-7000C (SEE MANUFACTURES SPECS) 3/12 & LOWER. FORCE THE PLATE OFF OF THE TRUSS. REVISED 12-02-20 TYP. INTERIOR WALL LOADS - ROOF = L / 360 FLOOR FLOOR JOIST SPACING SHALL OC FOR CARPET AREA'S = L / 480 W/ 3/8" BE MAX OF 19.2" MAX DEFLECTION. OC FOR HARDWOOD & TILE AREA'S & 24" BEARING WALL FOR TYPICAL ROOF FRAMING DETAILS DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS • SEE SHEET 11 FOR BUILDING ROOF LAYOUT SEE 1/S5 FOR SEE PLAN FOR ADDITIONAL 8d NAILS AT VALLEY TRUSS OUTLOOKER r 4" O.C. INFO. INFO. i GABLE TRUSS 1/2" PLYWOOD (2) 16d NAILS TO EACH COMMON TRUSS/ FRAMING TYP TOP & BOTTOM MASONRY WALL 4a a.. MASONRY WALL BELOW: SIMPSON HETA16 @ 4'-0" O.C. TO GABLE TRUSS BEAM 7 OR BEAM BELOW: SIMPSON HTS20 @ SEE TRUSS PLAN z q,. 4'-0" O.C. TO GABLE TRUSS . COMMON TRUSS a.. SEE ROOF PLAN FOR CONNECTION SECTION AT HIP GABLE SCALE: 3/4" = 1'-0" LOW ROOF &FRAMING PLAN SCALE: 1 /4"=V-0" 12 1-8-8 CLEAR GAP BETWEEN (8) TRUSSES (+/- 6") 'FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) 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 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) 20 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS INTERSECTIONS, SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING, MINIMUM LENGTH OF STICK FRAMING TO BE 6-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS 1 (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) OR 2 PLY ;ARRIER SEE SHEET D1 FOR ROOF FRAMING DETAILS N7 CV N � o .; W Z o Q Li ca. r` N m x ro Q y eon+ CU E t c � = a eo y ao i� c� as T H E� >w ny o ii u w •'• - FL,•• �, OFE SSIONP�� \\ �'/Vld1i P I I11111\�\`\ To the best of the Engineer's knowledge, information and belief, the structural plans and specifloatlons contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 61 W v EE C. O N 8 N d C 0 'T 5 aU)��L3 i d/J a zS2Sz yM W u- r+ 5 a Z CD(I a o W0LNG rR °' °' m d J N Cl) ILW In N MLz OC¢) 0 y Z W ❑❑ N Z o z W a CD N CD �nV}rWW/1 LL � O w s LLJ Q o rr i J LL- O M go aE fC F— g� < �Z® �p -- C,4 C1 0 8 4:D i Z C N z� rn J y ab iZ o W ? 3 U 3 8� �s az U Z xG �- �N 0 cv) � o Q E—Cn- `� J L � 00 OHO "p C Q T' IZ N � Q a N ~ O CD O LO C° E z LO E p z �o a E U 0 a p JOB NO: 22-12484-12481 SCALE : AS NOTED SHEET NO. 12