36393-36411 Campfire Ter - Laserfiche WebLink

Browse Search

SYMMETRICAL 54'-4" ----------------- T IUNIT-A 15321 JUNIT-C 1:6�2:4] IUNIT-C 16241 C" Zc: C-0 -.4- CN (.0 I C'4 C/-) _j LO CD C) r— LO 7 CN LO Cr Cn Ln C:) CD r__ LO C I D V) 0 C7) C`4 a CL E cr) W E 0 .2 0 C) LO C:> C-4 LO Cn CD L-i co NOTE: SEE D1 SHEET FOR TYPICAL ROOF FRAMING DETAILS SEE SHEET 10 FOR BUILDING ROOF LAYOUT I SPECIAL CONNECTIONS I FS-2] :(2) SIMPSON HTSM16 STRAPS w/ (4)1/4"x2 1/4" TITENS AND (8) 10dX1 1/2" NAILS ONE TO EACH SIDE OF THE GIRDER. INSTALL GIRDER CONNECTION PRIOR TO TRUSS TO TRUSS BRACKETS. 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 (1) PLY 1450 (2) PLY 7 - 10d x 1 1/2" 6- 16d x 3 1/2" HTA20 1870 1730 9 - 10d x 1 1/2" A (2) (2)META12 1 1875 (1)PLY 1795 (2)PLYI 10 - 10d x 11/2" 14- 16d x 3 112" (2)HTA20 2430 9 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1730 9 - 10d x 1 1/2" C H2.5A 700 615 10 - 8d x 2 112" RT7A 630 510 10 - 8d x 1 1/2" ID H3 400 365 8 - 8d x 2 1/2" RT3 345 305 8 - 8d x 1 1/2" E META20 1450 8 - 10d x 1 1/2" HTA20-18 1625 1495 9 - 10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G I H10A 1040 1015 18 - 1 Od x 1 1/2" RT16A 1025 900 9 - 1 Od x 1 1/2% 8-1 Old H FGTR 4725 3400 wl (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ANCHOR BOLTS RFUS 7100 (12) WS3 WOOD SCREWS & (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26) 10dxl-1/2" HTT45 5795 5/8" ANCH. /(26) 1 Od x2-1/2 K HD3B 3130 3050 5/8" ANCH./ (2) 5/8" STUD BOLTS TDX2-TZ 3295 --- 5/8" ANCH./ (2) 5/8" STUD BOLTS L VGT R/L 2225 1600 (16)1ANY SIDS WOOD SCREWS & HDU4-SDS2.5 W/ (10) 1/4"x2-1/2" SDS WOOD SCREWS & (1) 5/8" ATR --- --- M VGT - F 4940 3555 N LUS26 1165/1150** 865/785** 8-10dx3" JUS26 1050/1080** 840/950** (8) - 10d x 3" P HUS26 1320/3280** 1150/2780** 20 - 16d x 3 1/2" HUS26 2045/3400 1640/2990** (20)16d x 3-1/2" Q HUS28 1760/4095 1480/3520 ** 30 - 16d x 3 1/2" HUS28 295015090 --- 30d -1 6d x 3-1/2" R MTS12 1 990 850 1 14 - 1 Od x 1 1/2" MTW12 965 810 14-1 Od x 1-1 /2" S VGT - M* 4940 3555 1(15) 1/4"XS' SUS WOOD SCREWS & 0) 5/8" ATR EPDXIED w/ SIMPSON I T (2) LGT3 6570-M 6960-F 4730-M 501 O-F 1 & (8) 3/8"4" TITEN HD (2 PLY) or (52) 16d SINKERS (@ FRAME U MGT -M* 3965 3330 (22)1 Od x 3" w/ (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4240 3730 (28) 1 Od x 3" (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY W MGT -F' V (2) LGT2 4060-M 4080-F 3500-M 3510-F (32)10d x3-1/4" SINKERS& (14)TITENTURBO LUGT2 331 D-M 4040-F 2920-M 3560-F (32)1 Dd x 3" & (10) IWO" D EWALT (2PLY)or(60) 10dx3-1/4" SINKERS @FRAME SCREW-BOLTor (64) 10d xY @ FRAME "X" HTS 20 1415 1215 0 6)-1 Od x 1 1/2" HTW20 1355 1140 24-1 Od x 1 1/2" Spi 555 535 10 - 10d x 3" SPT22 735 8 - 10d x 3" SP2 1010 605 12 - 10d x 3" SPT24 1090 12 - 1 Od x 3" HCP2 590 sin 12 1 Od ), 1 112" HHCP2 680 595 (20)1 Od x 1- 1 /2" 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 03-14-22 LOADS -- ROOF = L 1360 FLOOR = L / 480 W1 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL. 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS (B) 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") �FASTEN EACH (6) 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 w/ (2) - 16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD (A) CARRIER TRUSS 2x CONT. SCAB SO. PINE w/ 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, OF SPLICING M.I/ 2 To BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 54' 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. TYR AT INTERIOR BEARING U.N.O. (A) sl� I OR 2 PLY 'ARRIER R N NJ 2 PLY CARRIER t A) xCONTLEDGER SEE SHEET D1 FOR ROOF FRAMING DETAILS ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND RSH CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT:5 25 ft WIND SPEED (ULTIMATE) 140.0 MPH WIND SPEED (ALLOWABLE) 108.4 MPH EXPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) WIND AREA VALUE DENOTES PRESSURE HIP ROOF >20 TO 45 DEG. (SQ FEET) VALUE DENOTES SUCTION [4:12]-[12:12] a=4ft AREA ROOF I ze 2n 2r 3e or 10 HIP -35.94 -49.57 -49.57 -49.57 GABLE -38.22 -38.22 -60.99 1 -60.99 -60.99 -78.58 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): 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�C 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: SHINGLE: Y16" EXP. 1 (24/16) or'5/32" EXP. 1 (32/16) TILE: 1Y32" EXP. 1 P3/16) NOTE: 1. PER CODE ASTM F1 667 RSRS-01 REFERENCE TO 8d (2 Y8" x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1V32% SHEATHING SHALL BE FASTENED IA/1-rLJ ACTRA 1=1=7 DCDC! 01 11),4 '31/" n I'll" KIAII Q nD AQ-rKA 1=1=7 DQDQ nA I', lOn" KIAII Q 3. GABLES- DROP GABLE END& (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. ROOF FRAMING PLAN - STANDARD (STD & LAKE THOMAS SCALE: )/4"= V-0" LL CCA 0912412020 a=4ft GABLE ROOF > 20 TO 45 DEG [4:12]-[12:12] Cz LU Ij an U. to cu E Cj 7a E CD tj 8 ��gRQWA/ S E c:> C'4 \AO E0 F L 4t7 '_ S�� OrESS1 XAV� 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 seat is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. E S, 04 00 00 W 0 L� u-, LL 0 z 0 :3 0 W 9 (if C'j M Lu 0 -M co M W Z LL U) r- z 0 2) C0 0 z CN < d d E3 Eul) E-1 W 0 CD C, < V) 2f (L) (D 4-1 0 v) m V) Ltj m U 011 E 0 U) < 0 i-4 12 C10 0 a3 < E E cc C", E 20 < '. -0 0< CiD -z ff� .1 co C C: z M z z z 0 Md 0 Cl> .0 C:) >� 00 L) M C14 CN C-� CO LL E U) M 60 co CY) (0 LO C? co U-) ('4 C:) C:) M C6 Ir— CN LO E E r---. co 6j LO 0 M z E E0 0 _j _0 < C 30B NO: 23-05707-05712 SCALE : AS NOTED SHEEFNO. 10 . 1