6343 Beverly Hills Dr - Laserfiche WebLink

Browse Search

IIIill — P 1II11"I'll 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 CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS WIND SPEED (ALLOWABLE) 108.4 MPH SYP SPF SYP SPF 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 9 - 10d x 1 1/2" (SQ FEET) I(-) VALUE DENOTES SUCTION [4:12]-[12:12] 1795 (2)PLY a=oft 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 3r C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" 10 HIP -35.94 -49.57 -49.57 1 -49.57 1 � D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" GABLE -38.22 -38.22 -60.99 1 -60.99 1 1 -60.99 1 78.58 E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 1/2" ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): r 1 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 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 BOLTS ROOF SHEATHING: (D J HTT5 4350 3740 5/8" ANCH. / (26)10dx1-1/2" HTT5 5795 5/8" ANCH. /(26)10d x1-1/2 SHINGLE:'/g' EXP. 1 (2%) or 1%2" EXP. 1 (3Y,6) i K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 - 2 - 5/8" DIA. BOLTS r TILE: 15/az° EXP. 1 (3�116) 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 3r HDU4-SDS2.5 wf (10) 1/4" 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN'%2", SHEATHING SHALL BE FASTENED X 2 1/2" SDS WOOD -----------------� 1 " a -oft I— — WITH ASTM F1667 RSRS-03 10d (2/z x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS '�` �'� "_ SCREWS & (1) 5/8" ATR 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER GABLE ROOF > 20 TO 45 DEG. M VGT - F 4940 3555 w/ 16 1!4" x 3" SDS 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 WOOD SCREWS AND W/ BLOCKING PER NAILING SCHEDULE. HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SDS WOOD TYP. G I SCREWS & (1) 5/8" ATR (D(2) I M to U.N.O. I r N LUS26 1165/1060 ** 1005/915 ** 8 - 10d x 3" JUS26 1000/1080** -- 8 - 10d Lt7 M y✓j U U U I U U U ��1 P HUS26 1320/3235 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 2035/3400 -- (20)16d x 3-1/2" TYP. @HIP I Q HUS28 1760/4095 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2950/5090 --- 30d -16d x 3-1/2" CORNERS _ 1-- _— _ — R MTS12 990 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" 1 --- , r- --- -- i -- -- -- -- — S VGT - M 4940 3555 w/ (16) 1/4" x 3" SDS 1 I CA WOOD SCREWS AND (1) CA 1 1 1 1 1 1 EJ7 1 5/8" ATR EPDXIED w/ 1 1 II II 1 1 SIMPSON SET w/ 12" MIN. 11 II li EMBEDMENT. All CJ3 I I I I II Jill II I) II II II CJ3 T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SDS u I I SCREWS & (8) 3/8" x 5" 1 1 TITEN HD (2 PLY) OR (52) CJ5 = _ CJ5 16D SINKERS FOR FRAME 1 I 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 I EMBED w/ SIMPSON "SET" EMBED w/ USP CIA-7000C 1 XI EPDXY EPDXY 1 ( I 1 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 & II 11 11 II �G.----- I I (14) 1/4" x 2 1/4" TITENS (10) 1/4" x 3" WEDGE- (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" 1 1 1 B-- I I SP1 555 535 10 -10d SPT22 735 8-10d SP2 1010 605 12 - 10d SPT24 1090 12-10d HCP2 5 )0 555 12-10d x 1 1/2" HHCP2 680 570 (20)10d 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. 1 1 I 117 , ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) L------------ ----- 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" S6 = = 1 1 a = = OC FOR CARPET AREA'S TYP. i i i i i i i TYP DROP HIP DETAIL U.N.O. I = = 1 I — U.N.O. 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS I L---------- 7 L_.1 J I r. +,, Q 7- L — — — — — — — — —------- --� —] I =-� I cAl I — �---, r---- V I I I I OR 2 PLY C-------- - r-------- 11 II CARRIER - - - - - - - - rT� 11 ----- -- I TYP. U. N.O. I HA A�f� 1 1 I I 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") 1 1 E _ ----- _ J L� J I �P '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) (B _ U. N.O. TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (*'). ----------- r INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN 1 F 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 `> �` I I LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED _ 1 G _ /_ = 1 I X FOR HIP PLANING TRUSSES. R1 1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 OR 2 PLY CARRIER - -(A) iTl� INTERSECTIONS. SPLICING / 2 x CONT LEDGER 1 1 1 H "' 1 1 I TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. CJ5 1 = N 1 i MINIMUM LENGTH OF STICK FRAMING TO BE 6-0" ON A HORIZONTAL PROJECTION, 1 I 1 I j j NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM SEE SHEET D1 FOR CJ3 I I Q BELOW. TYP. AT INTERIOR BEARING U.N.O. ROOF FRAMING DETAILS EJ5 = CJ 1 I I - -- -- - J 1 I I --- - -- --- �- - ----J I 2B ce) LID U U U TYP. 4 U.N.O. S5 I I I I L------------------------------------� ROOF FRAMING PLAN — ELEV — B SCALE: Y4"=1'-0" UC11 N aLL LL a -a- 0 LL CN T5 :D �- cD t_i�i M CD o Q : � N c .> N <'. C[ V) y U` � 1 ryj o 0 O LIJ > i / lin ^ 4 . p....(�. X14- v ex •P�'r�r a��;SlO f� � To the best of the Engineer's knowledge, Information and belief, the structural plans and specifications 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. ]-t• 4 4 O OD E" Q p M E c0 (lo F- O N N J LL N Q C J00 `. O in 7 ro, 5)it W r--r- W d QQj in LL M V a cYn _j a = 5 Z r m 0o W '11L Q: Z Y " O 7 fONt_O Q' C � cj d a ci a M Z It rn O N t7 O U U vvi z ❑❑❑ z a$ Z N z o � ¢ Q J — d N N M N ly z 0 s LLr C:1 U �O w g U J U o C_ n ¢ OD Y �0 ° CO M M o z z LL E a E u w� os ri EN ` ON z® a 0a CU z 00 Z 0 E CV <a�� ao aQ o az �z c z Wg mo Z 0 C -� C!i J y U o� Z� z g Cn z z g � U LL ao az G 1� J C mi Qa 3 �0 �o S z < a 0O > LO O ui rn C7 L T— co T .-% Y ^ U) m O � CO '� N O N T Q N T- 6 m T C`14 N o z Z T d a a) c c 0- U _j Q p JOB NO: 22-02361 SCALE : AS NOTED SHEET NO. 6.2 &M