10278331_1317 S. MAGNOLIA - Plan (2)

Home Browse Search

NAILING SCHEDULE CONCRETE & (2010 CBC TABLE 2304.9.1)1. UNLESS OTHERWISE NOTED ON PLANS CONCRETE SHALL BE TYPE V WITH A MINMUM COMPRESSIVE STRENGTH OF 2500 PS! IN 28 DAYS. WATER-CEMENT RATIO OF 0.45. CEMENT SHALL CONFORM TO AS.T.M. CX-150 FINE & COURSE AGGREGATE THIS NAILING IS TYPICAL UNLESS OTHERWISE NOTED. NAILS SHALL BE BOX SHALL CONFORM TO AS.T.M. C33.POST PERL ; iNES KAL »fltu-PLANOR COMMON WIRE SPECIFICLY DETAILED CONNECTIONS SHALL BE NAILED WITH (4x MIN.) 6'111 6 (t L A-76 €*147&COMMON WIRE NAILS. DIAPHRAGM SHEATHING NAILS OR OTHER APPROVED REINFORCING STEEL SHEATHING CONNECTIONS SHALL BE DRIVEN SO THAT THEIR HEAD OR CROWN 1. REINFORCING STEEL *3 AND =4 GRADE 40 -5 ANC) LARGER GRADE 60 PER i L. 92· ILL. Adle.4, 5#AACTEDIS FLUSH WITH THE SURFACE OF THE SHEATHING. f 2 A.S.T.M. A615.FASTENERSpy ag. 22SkrA D /4 f >PER MANUF. JOISTS OR RAFTERS TO SIDES OR STUDS , flU_ '041 teKy ser,0 - XY2. LOW HYDROGEN WELDING RODS SHALL BE USED FOR ALL WELDING OF REINFORCING- 1 11 BARS. TOP OF8 INCHES IN DEPTH OR LESS --------41....t---------*1-=-*------------3-16d FOR EACH ADDITIONAL 4"DEPTH ADD-----------------------------1-16d 3. BARS NOTED AS *°CONT -TYPICAL WALL REINFORCING AND VERTICAL COLUMN RE*1 c.c.* -6.4€ 1602) i 4(€C-\AL CONC. JOISTS OR RAFTERS AT ALL BEARING INFORCING SHALL HAVE A MINIMUM SPLICE OF 50 BAR DIAMETERS LAP IN MASONRY 1 +Pre>91' 9-A1TOE NAIL EACH SIDE ----=.4.----------=-=-0.------------=-8.--------3-ad OR 40 BAR DIAMETERS MINIMUM IN CONCRETE. STUDS TO BEARING=TOE NAILS EA SIDE ..1---4.--==--1.....1.-----10--=11=m-2-8d :"61 <NE'tivf·; C A 13(%-to -4 S .>/ U '' r:* --4. REINFORCING SHALL BE SPLKID ONLY AS SHOWN OR NOTED. OTHER SPLICESBLOCKING BETWEEN JOISTS/RAFTERS TO THE JOISTS/RAFTERS TOE NALS EA SIDE -*-#.--*.----*=-*--**#--2-10d SHALL BE APPROVED BY THE STRUCURAt. ENGINEER. { ---. FROM BLOCKING TO BEABNG TOE NAILS EA SIDE-*-=-=--------=---- 2-10d 5. SPLICES IN ADJACENT HORIZONTAL WALL REINFORCING BARS SHALL BE STAGGEREDBLOCKING BETWEEN STUDS : 4 FEET UNLESS OTHER WISE NOTED. fil 1 AT FArw rhin-Tne .A. e_-_-___ t\ Tof 9 6*101-4 2 ti) FONT{ +14 fooD CUC Al'Ulk;r 2-10d END NAILS -041 - -*----*1==•01-mo=m»--0--m=.,m.....,......a--*#-**I„*,-*-------2-16dl PROGRESSIVE BLOCKING RAF TER TO BLOCK & BLOCK TO CONT. NALER ...=--------al.--------2=16d MUL TPLE STUDS {STAGGER NAILS ON STUDS WIDER THAN 4-) -- --,0-= - -*---0.-e=-00----60 0 24"OC RIBBON TO STUDS 1x RIBBON ---=-0-8.0.4 -- ..... .1 - S. =--m---,0.---------t=#»=*------=------=-2-8d 2x RIBBON -* ..... - -...8,--m -= = -- m...= -- .=----= m.== 00- -* --- =--m- -1.0- ----2-16d DOUBLE TOP PLATES 2*16d 4 UPPER TO LOWER PLATE -m--- ..0 ---==0.--- -1 --am-.=----m.¥.1.-0.=*----=---16d . 16"OC AT SPLICES (48-AN) ON EACH SIDE 8-160 - UPPER TO LOWER PLATE ; AT INTERSECTIONS a. .0 02 - i. - .-=--1.-==-'.1.--*=11.-*.-0.-..........1.- 10. = 0%, - - - -8-16d CEILING STRIPS lx4 PER BEARING<STRONGHOLD TYPE)=-0.-----*-=--4.-==01.........1.4.- * 0.3-8d 2*3 PER BEARING<STRONGHOLD TYPE) = - = - =m * * * w, - m ,= - m *• m arm- m - m = - * m. =1- 16d PLYWOOD NAILING(SEE DE TAILS &/OR SCHEDULES BUILT UP BEAMS .0-*--===--*mt -- = ....2Od • 32"OC T&B STAGGERED 2-200 0 END lx6 LET-IN BRACES,EACH BEARING.-=--*----=-==--------··-00·=-----=2-8d (PRE -DRILL HOLES FOR NAILS) 6. PROVIDE DOWELS IN FOOTINGS AND/OR GRADE BENAS THE SAME SIZE AND NUMBER AS VERTICAL WALL OR COLUMN REINFORCING. DOWELS SHALL HAVE A MINIMUM PROJECTION EQUAL TO STANDARD LAP SPLICE UNLESS OTHERWISE NOTED. 7. ALL REINFORCING.ANCHOR BOLTS.AND OTHER INSERTS SHALL BE SECURED IN PLACE PRIOR TO PLACMENT OF CONCRETE OR GROUTING OF MASONRY. 8. PROVIDE THE FOLLOWING MINIMUM PROTECTIVE COVERING OF CONCRETE BELOW GRADE (UNFOR,ED) --.0 -- m .0.- --- ---- ---- *- -- *30* CLEAR BELOW GRADE (FORMED)-00.---*----4.-1.1--1.--==-m-----2" CLEAR WALLS .....0.-- .- ---* -------=-=„.4.--- .010. g. -9.- 1.0.--=-1.-m r CLEAR COLUMNS ......4...............a-*=----==---===....1.5*'CLEAR * BEAMS AND GIRDERS ----e-------- ..11 30* - .1 - =---8.-*-=--*-1.5"CLEAR STRUCTURAL SLAB (ABOVE GRADE)-=--*.-am--1.4----*il 14"CLEAR 9. NUMBER 5 OR LARGER REINFORCING BARS SHALL NOT BE RE-BENT WITHOUT APPROVAL OF THE STRUCTURAL ENGINEER. FOUNDATION NOTES GENERAL 1. SOIL BENEATH FOOTINGS AND SLABS SHALL BE COMPACTED PER 2010 C.B.C. (90:0 RELATIVE COMPACTION MINIMUM. 2. THE SOILS ENGINEER SHALL INSPECT THE FOUNDATION PRIOR TO POURING OF 9 PLYMi CONCRETE AND SHALL VERIFY THE SOIL BEARING PRESSURE TO BE 1500 PSF MIN. OR PER THE SOILS REPORT. REVISIONS _BY 1 *..3£**49*t¥t 1 *VTLSCHEDULE i i :*afpt ' 4, 9'2"f 1 MIN.TYPE THRD. MIN ,k4595 de A CAt»Att* . SCREWS 004.1ROD DIA POST *4. DIA)4{ (91 19 . t i igir HDU2-SDS2.5 %4x4 6 9" HI)U+SDS2.5 %" 4*4 10 9. HOU5-SDS2.5 %" 4x4 14 9" SIMP. HOLDOWN PER PLAN.HDUS-SDS2.5 *4*4. 20 9" %" 4*6 20 900 . NOTES: 1 CONCRETE• ft 2000 PSIMIN. 2. FOR RAISED FLOOR FON. EXIST. OR USE LONGER BOLTS OR USE Lf) NEW SU PL.SUP. CNW COUPLER,TO EXTEND i A ABOVE FLOOR SHEATHING.O " MIN.WHERE 3. MIN. EDGE DISTANCE. 1-94".m STEM OCCURS 4. BOLT/ROD MATERIAL: 0ASTM A307 U.N.0. iDRILL HOLE 091 4 x74**D LARGER LU THAN BLT. DIA Ai i -:/'33 w ..t' 5 N 11 Z 0 e 4 4 1 MIN. i• PER PLAN 0* P.T.D.F. ATE *, SH T #POST PI PLJ E.N. LTP4 0 16"0C VERIFY)- F.G. ¢Ii Xw 1 //L--- 477,6294 CP 00 ¤ R W 1 -1 i N (D LA rt/Of m CoTHRD. ROD W/ ,5 /2 UJ SIMP. SET-XP U EPOXY PER I G 4 No. 35217 ICCI ESR-2508 1%\ 4 oak- 1 1.U (D L 1 LitiDEfES i A t»W/ SPEC. INSP.\6\a. 2 -1 V+SE .O -01 ... It,\ A \211\ ted[\Als Nt;2 0., fo =C=a,% 4 1-41 -rig UNCO O 3 c , 04 bo OU, .C .I) 1 HOLDOWN @ (E) FTG. - EPOXY .2 2 c .t'5 21 3 .My co I »%«1 i HOLDOWN Ove -SMEAR WALL PER PLANS - 1>LAM ..ACROSS 01RAFTERSCE) 2X SILL PL On O / *h V 6 -21 3. SLAB ON GRADE: 4 INCH. CONCRETE SLAB WITH 03 0 24-0/C E.W. • CENTER OF i RAFTER L CE) FLR ER M .A t SLAB OVER 2 INCH. OF SAND OVER 6 MIL. VISQUEEN OVER COMPACTED SOILS U.N.O.SIMP A35 PER PLAN FRAMING NOTES 14 m UEA. SIDE 4. NO TRENCHES OR EXCAVATIONS FIVE FEET IN DEPTH OR GREATER INTO WHICH A9 PERSON SHALL BE REQUIRED TO DESCEND SHALL BE MADE WITHOUT PROPER PERMIT.S ,-4 rl /> adm ' Z N FRN,ING SHALL COMPLY WITH CHAPTER 23 OF THE 2010 CBC 1 5. THE MINIMUM BOLTING FOR SILL PLATES TO FOUNDATION SHALL BE AS FOLLOWS: , u 2x BLK'G CONT.i FRA-G-GENERAL %" DIAMETER ANCHOR BOLTS WITH 7'0 MIN EMBEDMENT IN CONCRETE WITH SPACING jNO GREATOR THAN 4 FEET O.C. NOR FURTHER THAN 12" FROM CORNERS (MIN 2 OR RIM JST 0 H1. USE SIMPSON U-HANGERS ON ALL JOIST/BEAM/BEAM CONNECTIONS UNLESS j -Ztf 0- m C NOTED ON PLANS. BOLTS PER PIECE). SEE THE FOUNDATION PLAN & SMEAR WALL SCHEDULE FOR 9 4155 1 1FURTHER BOLTING REQUIREMENTS.2. ALL POSTS SHALL HAVE SIMPSON "PC- CONNECTORS AT TOP AND SIMPSON **eC" * Ale 1.BCO" CONNECTORS AT BASES UNLESS OTHERWISE NOTED ON PLANS. -6. PIPES OR DUCTS THAT EXCEED ONE THIRD THE SLAB OR CONC. WALL THICKNESS3. ALL CONNECTING HARDWARE. JOIST HANGERS. TIE STRAPS ETC. SHALL BE SHALL NOT BE PLACED IN STRUCTURAL CONC. UNLESS SPECIFICALLY DETAILED. SEE iMECHANICAL AND/OR ELECTRICAL DRAWINGS FOR LOCATION OF SLEEVES.SIMPSON "STONG-TIE" UNLESS OTHERWISE NOTED OR SHOWN ON PLANS. £ L CE) FLR(FIELD - --'PER PEANFRAMING.WALL ACCESSORIES. El'C.iR . ,£ CE) SILL5 PLT. 1. SIZE, SPACING & HEIGHT LIMITS FOR WOOD STUDS ARE AS FOLLOWS (UNLESS 7. PPES MAY PASS THRU STRUCTURAL CONC. 94 SLEEVES.BUT SHALL NOT BE EMBEDDED THEREIN.OTHERWISE NOTED ON PLANS):&: J 2*4 0 16*OC {BEARING WALL) SUPPORTING A MAX»AUM OF ONE 9FLOOR AND ONE ROOF SHALL HAVE A MAXIMUM HEIGHT OF 10 FEET2*4 0 16*'OC (NON-BEARING WALL) SHALL HAVE A MAXIMUM HEIGHT OF 14 FEET 8. PROVIDE h" CHAMFERS AT ALL EXPOSED CORNERS.ROOF SHALL HAVE A MAXIMUM HEIGHT OF 10 FEET. 224 0 16"OC (BENONG WALL) SUPPORTING A MAXIMUM OF TWO FLOORS AND A i24 016"OC (NON-BEARING WALL) MAXIMUM HEIGHT IS 20 FEET 2. RAKE WALLS AJOACENT TO SLOPED CEILINGS SHALL BE BALLOON FRAMED. DOUBLETOP PLATES SHALL ALWAYS BE SUPPPORTED SY A ROOF OR CEILING DIAPHRAM. NOTES: ¢CLEAN OF DEBRIS) 3. SHEAR WALL PANELS MUST BE CONTINUOUS TO THE TOP PLT. AT ROOF FRAMING A DRILL HOLES PER MANUF. SPECS. *307 THREATED RODS W SIMPSONSHEATHING SHALL HAVE ALL EDGES BLOCKED & THE APPROPRIATE SHEAR TRANSPER ,5%1 2% 41 :TYP. RIDGE BOARD DEL 5 Id (E) CONC. FTG SET-XP EPOXY. ICCe ESR 2508 THRU CEILING OR SOFFNT FRAMING.4 C. SPECIAL »SPECTION REQUIRED 4. SEE FOR ALLOWED BORING AND NOTCHING. 5. DOUBLE 2* TOP PLATE SHALL 8E LAPPED 48" AT ALL SPLICES AND SHALL OVERLAP AT CORNERS.-1.- 1- s YL / 4 1 16. WALL BRACING SHALL BE PROVIDED PER 2010 C.B.C. {2308.9.3) PROVIDE66 LET-IN BRACNG {e APPROX. 45 DEGREES} EVERY 25*IN ALL STUD WALL NOTSHEATHED. BRACES TO RUN CONTINUOUS FROM TOP PLATE TO SILL PLATE.=le f FRAWNG-ROOF 1. ROOF SHEATHING (MIN) 9:2TANDARD PLYWOOD PANEL INDEX NO. 24/0 WITH 1 - 9 Kt <i€-1 LitiG L EXTEROR GLUE. USE Sd S AT 6-OC AT ALL EDGES. BOUNDARIES AIVD S•EAR WALLS & 12" OC FIELD. NO BLOCKING S REQUIRED UNLESS NOTED ON PLAN.494 i.0 21 1{ 6/0 1 r-*9 Tb Tor f'Prit2. FRAMING AROUND OPENINGS: TRIMMER AND HEADER JOSTS SHALL 8E DOUBLED AND SUPPORTED BY HANGERS PER CODE.D FRAMING-CE:LING 6(NY HOL 1/6 1152, i :? (PER 2010 C.8.C. TABLE 2308.10.2,%O- 1 CEILING JOSTS SHALL BE 2X6 •16"O.C.(MAX· SPAN•15'-9")2. CEILING JOSTS SHALL BE 2*8 016-0.C. (MAX SPAN•200-99·. FRNAU€-JOSTWRAFTERS *8„ 63 6 50 - 1. SEE DETAL FOR ALLOWED BORING AND NOTCHING ,////i 2. WHERE THREE OR MORE (MULTIJOISTS) ARE. USED THE JOISTS SHALL BE BOLTED 1 - 1%4 1-of-*90 hur *el.:( c i-*2 LAYE124 4 *1060TOGETHER WITH 'h" DIA MACHINE BOLTS Wk WASHERS AT 24"OC STAGGERED. BLDG. PAPER, 9 t N .-r--f¢86 9/0,4 %*97 4 336 51\EM*4'U AG; 92224 pot ·r*64- P.T. D.F. SILLOR USE SIMPSON ST 2115 0 48 INCHES O.C. 9,1,244* 11% A« 4. CROSS BRIDGING OR 2X 8LKG.SHALL BE PROVIDED 0 8'-0" 0/C.MAX. FOR ALLJOISTS AND RAFTERS MORE THAN 800 IN DEPTH . 94-4 8 C 96199 3- · 5. 2* SOLID BLOCKING SHALL BE PLACED BETWEEN JOISTS OR RAFTERS AT ALL WEEP SCREED 26 GA2 - 2.X C j AUGAED 1 HOLES & A 392"SUPPORTS.FRAMINGBOLT*G GAL¥. ¥11. W/ WEEPI*Ti'22.1 HIGH NAILING FLANGE 1. ALL BOLTS BEARNG ON WOOD SHALL HAVE WASHERS UNDER HEAD OR NUT. SEE /SCHEDULE I 2. ALL BOLTS SHALL BE RETIGHTENED. PRIOR 'TO APPLICATION OF PLYWOOD,PLASTER ETC.- 2 1 4 V *I=-1 3. HOLES FOR BOLTS SHALL BE BORED 1/32- TO 1/16" LARGER THAN NOMINAL BOLT 04 4. T6/80 Adc.4/6DIAMETER.HARDSCAPE 52 X 1 ft-f 6\ b V HARDENING VINYL CAULK 00 LUMBER n CONTNUOUS NON Li 1. ALL LUMBER SHALL BE DOUGLAS FIR LARCH OF THE FOLLOWING GRADES UNLESS 1 / (3) BEADS OR r WIDE762\ 4]16T VIJ# -OTHERWISE NOTED (MAX MOISTURE CONTENT SHALL NOT EXCEED 19% & GRADED IN STR]P ACCORDANCE WITH THE WEST COAST LUMBERMANS ASSOCIATION.) A 1- t C. 3 D d2 L MO f{ 3 C- 1,4 l f 0 6n M C OU RB REPETATIVE USE MEMBERS JOISTS & RAFTERS 2*4 TO 4x4 INCLUSIVE----*---------------=--------- 2„6 TO 306 INCLUSIVE .6=.....=m, =*--0.--- ---- -=* --I - 0. = - NO.2 7 NO.2 NO.2 STBA{Y TLE Q: SINGLE USE MEMBERS it */2, 01 48 " 44- BE#FC,(It'HeLY . Idc *Lj 1-2-49 (*ill) 4 14(2 9-4 1 0 6 3 (30646:T fLE-(2 -41=,,-v) Z- £ AN 0 0 k MoR-BERE\Al WALL 44iBEAMS STUCCO SCREED5 6x OR LARGER .....=-*...............=.-=--=.....0.---NO.1 POSTS & MULLIONS 4*4 & SMALLER 4.-=-- =-= ..4.- ......==.4..............0.-- NO 4x6 & LARGER ------------------------------------NO.2 6XS & LARGER NO.1 N 6 th .1 1. FINISH GRADE N.T., 2*' 6'* S.3 Date Scale Drawn Job° MISCELLANEOUS LUMBER BLOCKiNG.FURRING.ETC.-------------------------=---NO.3 2. ALL WOOD BEARING ON CONCRETE OR MASONRY ]F LESS THAN 4 FEET FROM GRADE SHALL BE PRESSURE TREATED DOUG FIR. Sheet 3. ALL STRUCTURAL PLYWOOD SHALL BE IN ACCORDANCE WITH P.S. 1-95 24 X 36 PRINTED ON NO. 1000H CLEARPRtNT® Of i Sheets $ t