36526 Flats St - Laserfiche WebLink

Browse Search

U) LO 00 C) r') L0 LO C, CID CAD P-0 L0 00 C:1 LO CD CD Lo Lr) =r U) __ 0 CD E E C', W rz E2 Z .21 2 CL 0 C, 0 01 .2 LZ C,4 C) C14 co Cl- CD C, Cn Cil CJ3 CJ5 CJ5 CJ3 Cil (2) X Cl) LO TYP. _ G 0 RSH IENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT:5 25 ft JIND SPEED (ULTIMATE) III I MPH flND SPEED (ALLOWABLE) 108:4 MPH XPOSURE CATEGOR� EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 DEG. WIND AREA VALUE DENOTES PRESSURE (SQ FEET) (-) VALUE DENOTES SUCTION (4:12]-[12:12] a=411 AREA ROOF 1 2e 2n 3 3e 3r HIP -35.94 -49.57 -49.57 -49.57 �k 10 @ GABLE -38.22 -38.22 1 -60.99 -60.99 -60.99 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): r ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: G) 1 EXP. 1 (2 EXP. 1 (3 SHINGLE Y16 Y16) or 1 V32 �1 6) 6 TILE: %2" EXP. 1 ('�16) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCETO 8d (2 Y8"xO.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN lV32", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (21/2"x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x.120") NAILS a=4ft 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. . . . . . CN 0 (M 00 < ..... 0 r- < ........... ..... . . . . . CD < ..... . . . . . LO < . . . . . 'IT < ..... . . . . . Cl) < ........ / ................... ... . . . . ... . . . . . Lr) < . . . . . co < . . . . . < J. . . . . . 00 < . . ......... . . . . . . — . . . . . . . . . . CN . . . . . . . . . . . . . . . . LLI Z.) r4 ...... r4 �5 .... ..... ..... IJ1G CJ5 CJ3 Cil < . . > E C11 ..... .... r; W ............. R I W ... ..... .. M LO 0 0 0 L" ( 2) L) L) L) L(2) 0WA "'MW UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. 0 CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 - 10d x 1 1/2" HTA20 1870 1585 10 - 10d x 1 1/2" A (2) (2)META12 1875(1)PLY 1795 (2)PLY 9 - 10d x 1 112" B HETA16 1810 9 - 10d x 1 1/2" HTA1 6 1 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 112" D 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E _H3 META20 1450 7 - 1 Old x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 112" HTTA20 2375 11 - 10d x 1 112" G H10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1 1160 9 - 1 Od x 1 1/2% 8-1 Od 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) 1 Odxl -112" 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" SbS WOOD SCREWS AND HDU4-SDS2.5 wl (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 H DU4-SDS2.5 wl (10) 1/4" x 2 1/2" SIDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 1005/915 8 - 1 Od x 3" JUS26 1000/1080** --- 8 - 1 Od P HUS26 1320/3235 1335/2820 20 - 16d x 3 1/2" HUS26 2035/3400 --- (20)16d x 3-1/2" Q HUS28 1760/4095 1720/3125 30 - 16d x 3 1/2" HUS28 2950/5090 --- 30d -1 6d x 3-1/2" R MTS12 990 860 14 - 1 Old 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 WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMEN . T (2) LGT3 6570-M 6960-F 4730-M 501 0-F w/ (24) 1/4" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -1 Old x (1) 5/8" ATR W/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT1 5 4175 22 -1 Od 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/ (32) 16D SINKERS & (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME LUGT2 3100-M 4520-F 3100-M 3800-F w/ (32) 16D SINKERS & (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16C SINKERS FOR FRAME "X" HTS 20 1310 1245 24-1 Old x 1 1/2" HTW20 1530 1285 24-1 Od x 1 1/2" 4 spi 1 555 1 535 10 - 10d SPT22 735 1 8 - 10d SP2 1 1010 1 605 12 - 10d SPT24 1090 12 - 10d & 1 590 1 555 12-1 Old x 1 112" HHCP2 680 57 x - MINIMUM 3" MEMBER REACTIONS ARE FOR ROOF LOADS ONLY DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) 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. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" DROP HIP DETAIL (A) OR 2 PLY ,ARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") r Ao I r- Ix EAU H k 8 1 1 H Ub b vv c D I v EAU n k A I I R US b I Vr 1, MUM U & r V r- ri T IN 1 C: rio r �., I I Nu 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 OR2PLYCARRIER-J —(A) INTERSECTIONS. SPLICING / 2 x CONT LEDGER STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 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. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS (2) - 12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. CV13 C%4 ME :W 000" CC C'M C4 -0 t, >< CA CA W E C- r; CD E C) '0 C� Lu n 0 00" 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. V) W E cm s 0 c: �O r.0- N CD u7 13 .4 r6 LL LLJ Co LL LL CL _j -6 �; LLI z Co C �T j__ a C) i :D (0 04 0 Uj - W A c� z - C) LL L0 M Z rz a C', (ti 0< 00 z Cl) W 13 El M C0 < U)V) o 0- Cz U 0 U) A U g; E M 8 U U; ci:� 0 U) < W z co z 0 < _j D3 M <:, C,i z< CL z 0 E 0 00 0, 0 1 z �O z — t , � < % � 0 U) 0. 1z .12 < z z , I U 0 M < < 2 . z LD C> < X 0 < 0. C:) C.0 LO LO cc < 0 0- co LO 0 :3 LO j d- Ir— . U . 2 0) CN U) " ca L_ 4- LO U) < U) N 0) 0 C'4 C:) C0 0 U-) -0 LIL. 64 00 -0 (0 60 LO < C14 LO N 2-1 CV) 0 E cc :3 z E (D E C 0 0 'a cc CD CL 0 0 1 _j JOB NO: 22-12366 SCALE : AS NOTED SHEET NO. 7.1 SEE SHEET D1 FOR ROOF FRAMING DETAILS ROOF FRAMING PLAN — ELEV—Al SCALE: )/4"=V-0" 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS