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TYP. @ A LOW ROOF Oi OR ERS � __— 1 CJ2G CJ2G D2 i i 2 CJ4G CJ4G D2 2A1 _ GL1 i Vtttt� ttttttttttt� — 1� Ia ►-� two ttt�ttttttttt��u� tttttttt� ►Z. ilk\I�. ��111� i� tttttttt�tttttttt� I•ttttttttt� � ttttttttttt� _• 1 � ■ U.N• — 02 Fa i�■i��w�i ��II��II� r W/ USP LSTA1 STRAPS U—' (CENTERED) EACH SIDE OF WALL TO FLOOR TRUSS ABOVE @ 16" O.C. o�a� ►_. i --------------------- o �Li SIM. • CONNECTIONS TYP. U NPO. A SINGLE S3 STORY 2 E S5 SIM. @ CONNECTIONS 00 J L_ 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 <_ 25 ft MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. WIND SPEED (ULTIMATE) 140.0 MPH CAPACITY CAPACITY WIND SPEED (ALLOWABLE) 108.4 MPH 0 CONNECTOR SYP SPF FASTENERS CONNECTOR SYP SPF FASTENERS EXPOSURE CATEGORY C A META12 1420 9 - 10d x 1 112" 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 4 12 A (2) (2)META12 1795 (2)PLY 9 - 10d x 1 1/2" (SQ FEET) I(-)12:12 -) VALUE DENOTES SUCTION " a=oft B HETA16 1810 1 9 - 10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 1/2" AREA ROOF 1 2e 2n 2r 3 3e 3r C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" HIP -35.94 -49.57 -49.57 -49.57 1 — —� D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" 10 GABLE -38.22 -38.22 -60.99 -60.99 -60.99 -78.58 E META20 1450 7 - 10d x 1 112" HTA20-18 1625 1400 10 - 10d x 1 1/2" 1 F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" ROOF NAILING SCHEDULE! NAILING ZONES (SHINGLE AND TILE): r G I H10A 1040 1015 18 - 1 Od x 1 1/2" RT16A 1020 1160 9 - 1Od x 1 1/2% 8-1 Od 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" 1/2" x 5" TITEN HD ACHOR WEDGE -BOLTS ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD I BOLTS ROOF SHEATHING: i O (D J HTT5 4350 3740 5/8" ANCH. / (26)10dx1-1/2" HTT5 5795 5/8" ANCH. /(26)10d x1-1/2 SHINGLE: 7/6' EXP. 1 (2%6) or 1Y32" EXP. 1 (33�16) K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 --- 2 - 5/8" DIA. BOLTS r TILE: t%" EXP. 1 (3y6) 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 YY8' x 0.113") NAILS t — r r HDU4-SDS2.5 w/ (10) 1/4" 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN t%32", SHEATHING SHALL BE FASTENED X 2 1/2" SDS WOOD WITH ASTM F1667 RSRS-03 10d (2%" x 0.131 ") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS �"'I` ft SCREWS & (1) 5/8" ATR 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 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 [4.12]-[12.12] WOOD SCREWS AND W/ BLOCKING PER NAILING SCHEDULE. HDU4-SDS2.5 w/ (10) 1/4" 2x STUDS 16" O.C.x 21/2" SDS WOOD @ SCREWS & (1) 5/8" ATR ti W/ SIMPSON SP1 W/ (10) 10d N LUS26 1165/1060 ** 1005/915 ** 8 - 10d x 3" JUS26 1000/1080** --- 8-10d NAILS AT BASE & SIMPSON P HUS26 1320/3235 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 2035/3400 --- (20)16d x 3-1/2" 2x BLOCKING SP2 w/ (12) 10d NAILS AT TOP Q HUS28 1760/4095 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2950/5090 --- 30d -16d x 3-1/2" 2X BLOCKING BETWEEN STUDS R MTS12 990 860 14 - 1Od x 1 1/2" MTW12 1195 1005 14-1 Od x 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SDS r^ _--� TO TRUSS W/ (2) 12d TOENAILS WOOD SCREWS AND (1) I ( ^) I EACH END ( BETWEEN TRUSSES 5/8" ATR EPDXIED w/ (2) 12d NAILS TO EACH VERTICAL SIMPSON SET w/ 12" MIN. EMBEDMENT. I I I I LOW ROOF/WALL STUD I I I SHEATHING ATTACHED T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SDS L __ _ j PER NAILING SCHEDULE ` 2x BASE PLATE W/ (2) 12d SCREWS & (8) 3/8" x 5" 16" O.C. ALONG W/ TITEN HD (2 PLY) OR (52) NAILS @ 16D SINKERS FOR FRAME 2 SIMPSON MTS12 w/ (14) 10d x 1 MP NAILS TO BLOCKING U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EMBED w/ USP CIA-7000C �y BELOW @ 16" O.C. EPDXY EPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F wl (32) 16D SINKERS & LUGT2 3100-M 4520-F 3100-M 3800-F w/ (32) 16D SINKERS & (14) 1/4" x 2 1/4" TITENS /XYX\ (10) 1/4" x 3" WEDGE- I (2 PLY) OR (28) 16D BOLTS (2 PLY) OR (32) 16 SINKERS FOR FRAME SINKERS FOR FRAME PLYWOOD °X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-1 Od x 1 1/2" FLOORING SP1 555 535 10-10d SPT22 735 8-10d - 1 SP2 1010 605 12-10d SPT24 1090 12-10d HCP2 1 590 1 555 1 12-1 Od x 1 1/2" HHCP2 1 680 570 1 (20)1Od x 1-1/2" * MINIMUM 3" MEMBER LOW ROOF TRUSS W/ (2) 2x6 BLOCKING UNDER FLOOR G.T. ** REACTIONS ARE FOR ROOF LOADS ONLY RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) S6 MANUF. SPEC'S FOR 16d NAILS AT EACH END NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 CONNECTIONS TO G.T. LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. TYP.No. SECTION BUMP OUT FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" 39 OC FOR CARPET AREA'S SCALE:3/4"=V-0" DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS @ 24" O.C. MIN. (2) STRAPS BLOCKING 1-8-8 CLEAR GAP BETWEEN (B) 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) 2x4 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 F-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 FLOOR FRAMING PLAN — ELEV — B SCALE: %4"=1'-0" eh N y 4-3 J u CCL :.n l9 co >. _. LL N CO C=� C O V ai sa. E c y Jn CE o Ei ✓A :S:.O 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 - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W a E 2 N a N B N 0 In LL ei r/i r-- r- — u_ w ffi a rN �iv�wa a o_ N JLLiL z I^ Zz � z RI C •' 0 _ t 2 O 7 t0 CV (R m U, Q W J m W Z 00 w IL zNco Z < 0 a0 U F=- o d ❑a❑ z 2 W � N O O O z to N w 1-7" M U I Ln z 0 (1) o 4- J cn O W o u • U 0 Q Y N O� co z w M M J y ¢ z Z Z ¢ LL E 0 zo Z, <� a O E V aLL z ?® o� ,p � K¢ az �z OZ z .4..J L w 0O 5 w co r6 ao mo ZcHzC z aw op Z z aU UD 3 Q wLL Y E Z I F o w wa ao v zl< 0 3 >Lo O 0 00 co U) m4-1 N — LO Cfl 04 T c) L / T— LO Q M N T CD 4 M C` o cc WMM iri Lfi Z Z E O E: v m c Il U J Q 0 J JOB NO: 23-06102 SCALE : AS NOTED SHEET NO. 6.1