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HomeMy WebLinkAbout036-048-02226 CSA. ""E"•'A L ROO�!NG-�� 12. OVER, 2 LA"rE=RS 030 FELT -----� GDX pi Y i.J 2 X BEYE-E D LJ', 06-," ,'� 2 �-� + 24" 0. C. -� -- - 2 X 5 FASCIA - Rf+r rR, GOVT INUOuS --'� CUTTER ►� -- ` -(�" O.---------- 2 -----26 G4, N`E74L SID!NCz 2 X (o BLKCx fit 481' C.G. -' YERT'CAL SPACING r,, ;=E ,X„ I X (v DBL. C `_. E C C.R✓ (� 2" G.G. SR�ICE 2 X (c c.G. i i \._ ✓riQ11 IIT v_�� X", G; �t•—.. 'r w/ (od COOLER N,41L_5 -.it C.CEN. BLOCK ALL EDGES �AvE ED E"'T A I L 2(o Ca A. '''1=TAS RGCiNCs i� OVER 2 LAS"ERS "30 E" II �� 2 X BE YEL =D a;r Oa 2 X � "' 24'" C.0 LA2 X (o s_G'e"NuCi..S 1 2" O.`. 4@ SPL 5GA4»E: 3i4" = -0" ,I 1-2 X 6 C 1":i' �' �- E ti. Rf=•rTER � 24" G.C. ; TT ! » •--• �'^ T C 1 � 'NL i 1 t1 R ;'ER I � f 1. �,y� - . � '�• t � C.� . %`" c' ENISIONS IT ; SCA"E: 3/4" _ 1'-0" a_ C'L� �J-,�✓ N 1 C f N OA -- I c 4� Y --- --------------------------- ,----- X E t X27 CsYP. I - �' _...,,.2 X � c., 2 'm X 'G� ,::,E, 4L' O.G. F�►'7 5' I t - t , a '/2 � X fi.B � :;O O.G. { I I ► + � � `�a�r`S1` i .tis ` d _ .._V✓X... 2-X (c --_----�ca -----_.._4� _._ '1/2"0 :P A? -W l4G.C. � ;I Q :.:a�r � I t ® C I �+>�_� � y 6 I � /•y Gam. �+ t " � /' i '• - M ^ . L=• !^ «--G.t' •r, ,+� r. � .�-• r'- •-- : /` /' .C' Y /` .t^ i t }.' __ -_ j � :i:�L. � I I 9, UiEr..✓ i i `? - I J.S-..... �;�: iGL- B.�..-�C✓ .,u :.._- SV.rr.•+., li. ✓ C ....✓X ....i.,X _ ,.:.✓G✓ i2 N.i � _. I ► I I I. '"['. WD. ,, '," LYs.JOCD �OiNS> �!-+�: F 'NE S :)C -ES { ' i _ i I ,r 3 i 24" DP• ... ON GEN7ER 5=4CINGs 6 Lo 12 11® 16d SOX T1 RU SILL li O RIt' i JOIST/BLKG. d 5+-+EARWA-k""5 9 SPAGiNrz NOTED -- 2411 DF). ISS ------------__-----------------------------------------------------------------------------------------� BOX NAILS, L.I.N.O. ^� 12" Or- ,2^ O.C. I y� *• STAGGER NAILS SILDE TO SIDE IF CLOSER THAN 4" C.G. SPACING __._ — _ __._ � ` — — — _ — _ — T - V _ _ 2 2®USE MST 48 6 2 X 4; 2 X 6 PLATE TRANS'TION SPL+GES 26 CSA, METAL CHORD 5FLICE ICE SCHE-DUL.E 1 1/2" CDX PLY W/ DSL. T.P. 1 I NAIL" 1 ROOFING SIZE cafl LAP (FT) SIZE SPACING I 6 " CONCRETEWELSLAB W! t X (o 6 D 2 i I 104 BAR 6 12" O.C.E.iu. 16 2" `!- 241' O.C. U 2 X (0 1 4 I 1 i OF SLAB ON 15" I 5,46E DSEo Z d b84 I i , c , cc ��c -V I »� I t I e59. R.C. OYER 6 M!L 4. I d IB'aC.G YISQUENE ' 1 I -1�ro x 12 DF *I I I GLR X. �'CZ1 12" LUD• I � ------------__-----------------------------------------------------------------------------------------� BOX NAILS, L.I.N.O. ^� 12" Or- ,2^ O.C. I y� *• STAGGER NAILS SILDE TO SIDE IF CLOSER THAN 4" C.G. SPACING __._ — _ __._ � ` — — — _ — _ — T - V _ _ 2 2®USE MST 48 6 2 X 4; 2 X 6 PLATE TRANS'TION SPL+GES 26 CSA, METAL CHORD 5FLICE ICE SCHE-DUL.E LllAL� a D5-1' T!P. 1/2" CDX PLY W/ DSL. T.P. NAIL = I NAIL" I H-' CLlF' RAFTER ROOFING SIZE LAP (FT) SIZE SPACING I TO DBL T.P. SPCG 2 X (o 6 16d— 2 X 6 (o 16 2" `!- 241' O.C. U 2 X (0 4 ------------__-----------------------------------------------------------------------------------------� BOX NAILS, L.I.N.O. ^� 12" Or- ,2^ O.C. I y� *• STAGGER NAILS SILDE TO SIDE IF CLOSER THAN 4" C.G. SPACING __._ — _ __._ � ` — — — _ — _ — T - V _ _ 2 2®USE MST 48 6 2 X 4; 2 X 6 PLATE TRANS'TION SPL+GES FOUNDATION FLAN. 5G,ALE: 1/4' = 1'-m'' INDICATES SHEARWALL BELOW PER SCHEDULE r-1 A W/ Sd 6 4" O_C.EN. INDICATES SHEARWALL ABOVE PER SCHEDULE 10 (TY!'.) �- INDICATES DBL• T.P./ CHORD SPLICE PER SCHEDULE I r LEVER T? -PE i HARDWARE � (TVP,} \-TYfP. CCNC. LAND ING 6 EXT DOORS titICE COPY" 26 CSA, METAL 2 LAYERS 1/2" CDX PLY W/ ROOFING 030 FELT Sd 6 b" O C.E.N. 2 U.N.C. S.v } { 1 -1�ro x 12 DF *I " ' •I I I r. `�aM �• �' +f i �j �:�I FI .�� '•� tl <, W'I $4 i• t• k' ai2`:.:.P'.:dW V `.•5: 9,'•./': ,%'fes (�:�'"4 .a PT. s: �� fl 1 f1 �1 1 gl1 e`• xl 11 r• t e {• t Y• 5 fi• - r + • x - t 6'-0tt 2 X 4 FLAT BLK,Ci. PLYWOOD JOINTS, NAIL W/ Sd 4" O.C.EN. ,2 FL N SCALE: �t 1/4Ob - � �t t est � -.•� , .. ' FOUNDATION FLAN. 5G,ALE: 1/4' = 1'-m'' INDICATES SHEARWALL BELOW PER SCHEDULE r-1 A W/ Sd 6 4" O_C.EN. INDICATES SHEARWALL ABOVE PER SCHEDULE 10 (TY!'.) �- INDICATES DBL• T.P./ CHORD SPLICE PER SCHEDULE I r LEVER T? -PE i HARDWARE � (TVP,} \-TYfP. CCNC. LAND ING 6 EXT DOORS titICE COPY" ..124yl A7000 'G1 ��SI�MO�i�iieN�ura�I�N11�Atlln@��u�u�o�uiRll - � - FINE I��IIIII�I�IIOIIEI �i Iii q��o "m INS 111i� 4 a t, v ��SI�MO�i�iieN�ura�I�N11�Atlln@��u�u�o�uiRll - � - FINE I��IIIII�I�IIOIIEI �i Iii q��o "m INS 111i� REVISI TWO ---- . i8. WALL FRAMING: EXTERIOR AND INTERIOR BEARING WALLS OF BUILDING NOT OVER ' , . � �� OPENINGS. - , i T LIFTS F EACH: OUR SHAL.IL NOT EXCEED 4 -.:b WITHOUT CLEAN-OUT O, EN H FI ST UNL .�S OTHERWISE SPECIFICALLY SHOWN ON THE DRAWINGS; Ti -1E FOLLOWING NOTES SHALL i. VERTICAL L F S ORE G P STO 1 SIN-4E1G�1 SMALL BE 2X4 S7UD5. FO's THREE STORY SUILDING5, T E R RE ,APPL*I THROUGHOUT THIS CONSTRUCTION. NING UNDER TWO STORY BUILDINGS OVER 50LID WITH GROUT. FLOOR SHALL BE .3X4 OR 2X6 5TUD5. UNDERPIN 8. ALL CELLS IN RETAINING WALLS OR UNDERGRADE SHALL BE FILLED '-0" IN LENGTH BE 3X4 OR 2X(o. U:O.bINTERPRETATION OF ORAWINGS S. MINIMUM MASONRY DESIGN STRENGTH: F ARCHITECTURAL DRAWINGS TO COORDINATE WITH vTRUCTURAL DRAWINGS. NAILING .�C I=D L.I TO COr'IPI._Y WITH iee4 ICBG 1. REFER TO ARCHI EG URAL A. MINIMUi"i MASONRY UNIT STRENGTH, f'm =1500 psi MIN. ' B. MORTAR TYPE 4 STRENGTH, f'c . 1800 psi MIN. 1. NAILING FOR FRAMING SHALL BE WiTH BOX NAILS, NUMBER AND S12E A5 FOLLOWS, 2. COMPARISON OF ARCHITECTURAL AND STRUCTURAL DRAWING�.S SHALL BE MADE BY THE EXCEPT AS NOTED OTHERWISE ON PLANS. U.B.C. TABLE 23 -I -Q MINIMUM. GENERAL CONTRACTOR PRIOR TO THE BEGINNING OF CONSTRUCTION, AND ALL DIMENSIONS C. GROUT STRENGTH, f'c =2000 psi MIN. SHALL BE CHECKED BY THE SAME BEFORE STARTING WORK STRUCTURAL STEEL - 2. NAILS SMALL" NOT BE DRIVEN CLOSER TOGETHER THAN 1/2 THEIR LENGTH, NOR OSER TO THE EDGIE OF MEMBER THAN 1/4 THEIR LENGTH, EXCEPT FOl<? SHEATHING. c 1. THE STEEL CONTRACTOR SHALL PROVIDE, WHERE NECESSARY, TEMPORARY BRACING DURING GL E 3. ANY DISCREPANCY BETWEEN ABOVE MENTIONED DRAWINGS SHALL BE REFERRED TO THE PENETRATION SHALL BE 1/2 7H� LENGTH OF NAIL MINIMUM. ERECTION OF STRUCTURAL STEEL. ENGINEER FOR FURTHER CLARIFICATION BEFORE STARTING CON15TRUCTION. NAILING NOT NOTED BELOW OR ON PLANS AND DETAILS SHALL BE A MINIMUM OF t 2. SEE CARPENTRY SECTION FOR BOLTS, PLATES, ANGLES ETC., TO PROVIDE FOR WOOD TO 3 I-- 4. IN THE EVENT .THAT CERTAIN FEATURES OF � HE CONSTRUCTION ARE NOT .FULLY SHOWN ON TWO NAiLS AT EACH CONTACT, Sd FOR i" MATERIAL AND i(od FOR 2" MATERIAL THE DRAWINGS OR CALLED FOR IN THE GENERAL NOTES OR SPECIFICATION, THEN THEIR STEEL CONNECTIONS. !� TH T A N SI -T`, CONSTRUCTION SHALL BE OF THE SAME CHARACTER AS FOR SIMILAR CONDITIONS A RE 4. WHERE P05518LE„ NAILS DRIVE PERPENDICULAR TO THE GRAIN ALL BE USED SHOWN OR CALLED FOR. 3. CONNECTIONS NOT SHOWN SHALL CONFORM TO AISG STANDARDS. INSTEAD OF TOE NAIILING. T SPLIT WO I=OUNDATiONS 4. STEEL CONTRACTOR 15 TO CHECK IN T;4E FIELD THE ELEVATIONS OF LEVELING PLATES,- --� ANCHOR BOLTS, ETC.- PRIOR TO COMPLETION 4F FA13RIGATION AND MAKE, ANY NECESSARY S� HOLES SI -TALL BE: PRE DRILLED FOR NAILS W�!IC!� TEND OOD. E -S URE IS 1500 sf FOR DEAD PLUS LIVE LOADS W/ ALLOWABLE R B , 1. ALLOWABLE 501E PR._ 5 p ,4DJU5TMENT5 OF BASE PLATES iN THE SHOP. (o. REQUIRED NAILINGAS FOLLOWS: INCREASES EOR SEISMIC OR WIND AND AS PER CHAPTER 18 U.15,C. SIDES OF STUDS 2. BOTTOM OF ALL FOOTINGS, EXCEPT THICKENED SLABS, SHALL EXTEND TO ELEVATIONS 5• FiELD BURNING TO ENLARGE BOLT HOLES AND WELDING OF BOLTS TO BASE PLATES SHALL JOISTS OR RAFTERS T'O DE MA1ED ON FOUNDATION PLAN OR DETAILS, BUT IN NO CASs LESS THAN 18 BELOW NOT BE ALLOWED. S" JOISTS OR LEAS 3-1bd EXISTING OR FINiSHED GRADE, WHICHEVER IS LOWER. FOR EACH ADDITIONAL 4" iN DEPTH -I 1-l�od .._...- b. TUBE STEEL MEMBERS SHALL BE 46 <61 GRADE B, 4500 MINIMUM, ALL OTHER STEEL PLATES, JOISTS OR RAFTERS ,AT ALL BEARINGS '� GONCi�'>`i'E SADDLES GUSSETS, ETC. SHALL BE 36 KSI STEEL. 1. ORMANCE STANDARD SHALL CONFORM TO APPLICABLE CODES AND REGULATIONS PER E TOE NAILS EACH SiDE 2-lbd F''E �, �. ALL WELDING SHALL BE PERFORMED UU/ E-10XX ELtCTRODES. LOCAL, STATE, OR FHA, WHICHEVER 15 MORE RES ► RiCTIVE. k STUDS TO BEARING S. ALL STRUCTURAL BOLTS SHALL BE 45'PTM 430'1, USO• TOE NAiLS EACH SiDE . . . . . . . . . . . . . . . . . . . . . . . . . .2-Sd 2. VERIFY LOCATION AND REQUIREMENTS FOR UNDERGROUND WORK.AND WORC EMBEDDED IN _. SLABS, INCLUDING UTILITY SERVICE, SANITARY SEWER, DRAINAGE, AND IRRIGATION PRIOR CARPENTRY "CONVENTIONAL BETWEEN �JOiSTS OR RAFTERS TO START Or`WORK. SPECIAL. COGRDiNATION WITH UTILITY COMPANIES WILL BE REQUIRED 1• ALL WOOD FRAMING AND NAILING SHALL CONFORM TO CONVENTIONAL CONSTRUCTION COORDINATE GAS ELECTRIC, GABLE, AND WATER SERVICIE LINES. PROVISION, SEC. 2326, UNIFORM BUILDING CODECURRENT EDITION AND ANY LD, DTO JOIST OR RAFTER -TOE NAILS EACH END 2-8d TO R " TO JOIST OR RAFTER BEARINGS -TOE NAILS EACH SiDE 2-8d 6) - AME APPROVED BY THE GOVERNING AGENCY. 3: ALL FOOTINGS SHALL RAST ON FIRM UNDISTURBED Off'. COMP�AGTED SOIL. GROSS BRIDGING BETWEEN JOISTS OR RAFTERS 2. VERIFY ALL PLAN DIMENSIONS AND ROUGH OPENING REQUIREMENTS PRIOR TO START OF . . . . . . . . . . . . . . . . . . 2-Sd 4• ALL CONCRETE REINFORCEMENT 1S TO BE. INTERMEDIATE GRADE, DEFORMED BARS, TO COMPLY FRAMING. TOE NAILS EACH END WITH 45TM DE51GNATiON A-615 AND SHALL BE 40<51 MINIMUI"1, U.N.O. BLOCKING BETWEEN STUDS 3. VERIFY SPACE REQUIRED FOR PLENUMS AND DUCTS WITH HEATING CONTRACTOR BEFORE . 2-Sd TOE NAiLS OR 2-16d END NAILS • S: AT HORIZONTAL AND VERTICAL SPLICES, THE REINFORCING BARS SHALL LAP 3b DIAMETERS START OF WORK. EAG+ END '_ " #� AN " ARS. TRU55ES OR RAFTERS TO PLATE MINIMUM FOR 5 OR LARGER BARS, AND 1 6 FOR D B 4, VERIFY SPACE REQUIRED AND COMPLIANCE WITI-! CODE REQUIREMENTS FOR PIPING AND TOE NAIL ONE SIDE . . . . . . . . 2-16d ?AG AS FOLLOWS: A D M�MBE S BEFORE START OF WORK. OT4�E R SIDE CBA�CKNAIL>. 1-16d 6. ALL REINFORCING SHALL HAVE A MINIMUM CLEAR COVERAGE DRILLING THROUGH STRUCTURAL WOOF-) C R ' M ' IO1N5 SHALL BE 4*1 DOUGLAS FIR OR BETTER, U.N.O. DOUBLE TOP PLATES 3 IN FOOTINGS WHERE POURED AGAINST tEXCAVATION. � BEAMS, GIRDERS, POSTS, AND UAL 2" IN FOOTINGS WHERE FORMED BOTH SIDES AND WALLS BELOW GRADE. LOWER PLATE TO TOP OF STUD Z-lbd V IN WALLS ABOVE GRADE. ro. STUDS AND CRIPPLES CS T RUCTURAL), �"2 DOUGLAS FIR OR BETTER. JACKS, PLATES, AND UPPER PLATE TO LOWER PLATE 16d 6 12" STAGGERED 1" IN SLABS. BLOCKING, UTILITY OR BE T TER. UPPER PLATE TO LOWER PLATE AT INTERSECTION . . . . . . . . . . . 3-ibd 1- 1/2" IN BEAMS. UPPER PLATE TO LOWER PLATE e 4'-0" MIN. LAP..... 16d 6" O.G. i. STUDS IN WALLS SHALL BE SPACED NOT MORE THAN 16" O.C. ALL. TRUSSES SHALL �. SLABS ON GRADE S! -TALL BE 4" THICK AND S? -TALL BE REINFORCED WITH &X& *`10 - 10 WIRE }SEAR DIRECTLY ON TOP OF STUDS, 0, ON DBL. TOP PLATE W/ SOLID 2X 5LOC_<NG MJL I IDLE STUDS . . . . . . . . . . . . . . . . . . . . . . . . . . l�od i2" MESH AT CENTER OF SLAB. U.N.O. BELOW AND BETWEEN 5TUD5. CORNERS AND INTERSECTIONS OF STUD WALLS 51-4ALL SHALL ATTAIN A M IN IMUI"'I COMPRESS I VE STRENGT+-1 OF BE FRAMED A5 SHOWN OR SOLID. MULT (PEE PCS'S . . 1/2" DIAMETER BOLTS 2' -8" O.G. W amp & 8. AT THE END OF 28 DAYS, CONCRETE L 2000 psi FOR SLABS ON GROUND, AND 2500 psi FOR FOOTINGS AND GRADE BEAMS AND g AT THE CORNERS AND/OR INTERSECTIONS OF STUD WALLS WHiCH HAVE PLYWOOD SHEATHING, ML;LTIFL..E JOIST Sig Stu e e STRUCTURAL WALLS: THE SHEATHING FROM BOTH WALLS 544ALL BE NAILED TO THE SAME STUDS OR POST WITH 10" OR LESS IN DEPTH . . . . . . . . .. . . . . 16d � 12" STAGGERED OF E g. , SLABS SHALL BE PLACED O N 2" SAND BED AND A WATERPROOF MEMBRANE SHALL BE PLACED PERIMETER NAILING. WHERE SUCH CONNECTION IS NOT P0551BLE, STUDS RECEIVING MORE THAN 10" DEEP 1/2" BOLTS � 24" STAGGERED 0 AN D UN.O. PLT WOOD SHEATHING FROM EACH WALL SHALL BE NAILED TOGETHER HER WI T H l�od Is ro O.C: DIRECTLY UNDER THE SAND BED, NAILING OF PLYWOOD (UNLESS OTHEIRWi5E SPECIFIED) 02 2 IO. PROVIDE 4 MIL POLYETHYLENE SHEET MOISTURE BARRIER i"'11NIMU1"1 BELOW SLAB AT LIVING 9. WHERE STUD WALLS ABUT MASONRI' OIR CONCRETE WALLS, END STUD SHALL BE A 2X PRESSURE c3s3osrn �� ,� ��off LOCATION THICKNE55 EDGE NAIL FIELD NAIL EXP. 3/31/97 AREAS. LAP POINTS 12" MiNIMUM. CIF APPLICABLE) TREATED MEMBER BOLTED TO MASON R, T' OR CONCRETE WITH 1/2 X 8 BOLTS '� 2 -8 O.C.OCAND ( FRC1" i TOP AND BOTTOM, U.N.O. ROOF 3 /8" 86 6 6 " O.G. 8d e 12 " G.G. co 11• NOT USED1/2" ad e (o O.G. ad 6 12" O.C. 9TFO� 12. CONSTRUCTION JOINTS SHALL BE THOROUGHLY CLEANED AND HEAVILY ROUGHENED SO AS O 10. PROVIDE SOLID4L BOCKiNG OR CROS>SBRIDGING 8'_ 0" O.C. MAXIMUr^ BETWEEN JOISTS OR CAI. ELATE. RAFTERS. FLOORS 5 .6 ro /8" i06 " O.0ff? . 10d O8d RING Jill Irls EXPOSE COARSE AGCR, SHANK 6 10" O.C. � c. 3314" 10d �`(o" O.C. l0d OR 8d RING , 13. ALL ANCHOR BOLTS TO BE 1/2" DIAMETER X 10" LONG UNLESS NOTi=D AND SHALL HAVE i1. WOOD GIRDERS, BEA -1 15, JOISTS, AND RAFT IRS SHALL BE LIMITED TO CUTS ,4ND BORED HOLE.. „ I STANDARD NUT WASHERS WHERE HEAD OR BOLT BEARS ON WOOD: NOT DEEPER THAN ONE - FIFTH OF T+ -••}E BEAM DEPrP FROM THE TOP, LOCATED NOT FARTHER S! -TANK � �P� D.G. FROM THE BEAM END THAN 3 TIMES THIE BEAM DFi TH 1-i/8" l0d b" O.G. l0d 6" O.G. o co it "51MPSON" OR EQUAL. .. ca °i 14, ALL FRAMING HARDWARE SHAto cQ LL BE 12. NAIL RS REQUIRED FOR FiNISH MATERIAL ©R FIREPROOFING OF STEEL SHALL BE BOLTED TO WALLS 3/8" 8d � ro" O.G. Sd 6 12" O.G. t/D co o � � � E c°+� A CONCRETE SHALL BE �+''. STEEL A5 SPECIFIED. COUNTERSINK BOLTS WHERE THEY 'INTERFERE WITH FiNISH, U.N.O. I/2" ad 6" O.G. 8d 12" O.G. a 15. MAXIMUM SLUMP FOR LL I 13. BOLTS BEARING ON WOOD SHALL HA✓E STANDARD. CAST IRON OR MALLEABLE IRON WA5NER5. cQ PLYWOOD GRADES v APPLY APfi ROVED CURING COMPOUND ON FINISHED CONCRETE SURFACES, OR MAINTAIN FLOORS CDX - T4G Ai�A SPAN RATED 32/16. � 16... R l a FIVE DAYS AFTER PLACEMENT. BOLTS HOLES SHALL BE DRILLED TO THE NET DIAMETER OF BOLTS. I MOISTENED CONDITION FOR ) FACE GRAIN PERPENDICULAR TO JOIST, z w �' PLYWOOD SI�-fEATHINCs IS USED ON ROOF OR ON FLOOR, SHEETS SHALL BE LAID T5 AT ENDS OF EACH SECTION OF WOOD SiLLS OR 14. WHERE 1-1. VERIFY LOCATIONS FOR ANCHOR BOL ROOT cCDX -APA A, PROVED PLYCLIPS AT U!tiSUP, ORTED EDGES OVER 24 ��- PLATES BEFORE PLACING CONCRETE. PROVIDE ANCHOR BOLTS OR 5IMP50N MA5 WITH 12" PERPENDICULAR TO DIRECTION Or. JDISTS OR RAFTERS. PLYWOOD SHE SHALL BE APA SPAN RATED 24/0. C/ � N STAGGERED.. OF THE END O, EXTERIOR AND BEARING WALLS. W W SHEAR PANELS GDX APA, FACE GRAIN UP FULL HEIGHT. NO HORIZONTAL JOINTS. Z CONCRETE BLOCKS 15. EDGES OF PLYWOOD SHEETS NOT NAILED TO STUDS, JOISTS OR SOLID BLOCKING SHALL BE c5 1. ALL CELLS iN PIERS, THREE CELLS A7 CORNERS OF W,4LL 5,, AND CELLS AT EACH SIDE OF BLOCKED AND NAILED TO 2X4 FLAT BLOCKING WITH PERIMETER NAILING. EXCEPTION FOR NAILING OF GYPSUM WALLBOARD W OPENINGS SHALL BE FILLED WiTH GROUT AND REINFORCED.. ALL CELLS SHALL BE GROUTED ROOF AND FLOOR DIAPHRAGMS, U.N.O.) LOCATION THIiCKNESS EDGE NAiL FIELD NAIL SOLID WHEN GALLED OUT ON PLANS. 16, BRACING ALL EXTERIOR WALL AND MAIN GROSS STUD PARTITIONS SHALL BE WALLS 1/2" 5d 6 i" O.C. 5d 6 -i" O.G. f 2• VERTICAL CELLS CONTAINING REINFORCING BARS, ANGHOR:S, BOLTS, DOWELS OR STRAPS EFFECTIVELY AND THOROUGHLY BRACED AT EACH END, OR AS NEAR THERETO 45 POSSIBLE 5/8" 6d i" O.G. 6d i" O.C. SHALL BE FILLED WITH GROUT. AND AT LEAST EVERY 2a FT. OF LENCzTH BY 1X4 LET 1N BRACING OR ACCEPTABLE DRAWN ALTERNATE METHODS. SECTION 2326, USC CURRENT EDITION. CEILINGS 1/2" 5d 6" O.C. 5d 6" O.G.AR s. ,A . FILE , NAME 3. 8" WALLS SHALL BE REINFORCED WITH #4 VERTICAL BARS aos 24" O.C. MAXIMUM. U.N.O. 5/15 rod 6 6" O.G. 6d b" O.C. NOTEPG THREE REINFORCED 1/ERTIGAL CELLS AT CORNEiRS WITH *4 VERTICAL. UN -0. 1-i. STUD HEIGHT: UNLE55 SUPPORTED LATERALLY THE MAXIMUM HEIGHT OF STUDS SHALL BE AS CHECKED PROVIDE FOLLOWS FOR NON-BEARING WALLS ONLY: 3/8 MINIMUM EDGE DISTANCE 5 w i DATE 4• BOND BEAMS WiTH 2 - *4 HORIZONTAL BARS SHALL OCCUR AT 4'0" O.C. MAXIMUM, AND AT 51ZE HE IGL4T (MAX.) GYPSUM WALLBOARD WALLS, SPECIFIED FOR USE AS SHEAR WALLS, SHEETS SHALL BE aSCA �Q96 r TDP OF WALLS, U.N.O. INSTALLED 2X3 I0'-0 INSTALLED VERTIC,4LLY WITH ALL EDGES BLOCKED. 11411 _Ofr 5: WINDOWAND DOOR OPENINGS SHALL BE REINFORCED WiTHI 2- "4 RESAR. 4-4 O AL GYPSUM WALLBOARD FOR THE RATED ASSEMBLIES SMALL BE INSTALLED AS JOB NO. IMMEDIATELY OVER OPENINGS, BARS TO EXTEND 2'-0" MiNIIMUM EACH 61DE OF OPENING, U.N.O. 2X4 14�_O�� . �_ �� PER THE. A55EM5L`6' REQUIREMENTS. 9sH0�r 2 2Xb 20 0 - - b. ALL HORIZONTAL WALL STEEL SHALL BE SPLICED WI i H 40 BAR D1AMETER MINIMUM LAP AT '-0" 3X4 14 CORNERS AND INTERSECTIONS. ALL DOWELS EXTENDING OUT OF FOOTINGS SMALL HAVE A Three 40 BAR DIAMETER LAP. OF 3 SHEETS seem II ­77. 'A IRK rTO 04, Iw r aal ol 41' 0 .......... .. ....... LLeT 07.0 12" 4a 07 ...... ... ... . ... ...... IMON FCLE 7�j won$ 21 UATER PUMP ARE,% . . . ..... OL MYC4 I. 4c M EEL. F—= EW VEW: -31 DUO.CT SOX TO 06 rH H I INFORMATION11 � suI FOR NSR Ur ;on t top ------------------ gs � WESTEC-AMERICA iNr'. scams: 332'—r' -pr alaDar: 3^�1/24-Cli) DFa,4v�BY�,R,c,,t,�: ! i DAM DEC 12 '95 Y' Drown Wth FostCA sit. ' — i 03 4/10196 1 JCTS s,'�fi- L '' `a c c, i `At'' :� --aC�' C:2 414146 is + L3L'IAF, "rnt-�_ , r, t_' -^ __._—�--------------- -- _ - - - - - ------ -- >-� - - - _g - y a. r p f. c �..�^.-.- ,. ..'+!<•.x<,+^'vr _ , INFORMATION11 � suI FOR NSR Ur ;on t top ------------------ gs � WESTEC-AMERICA iNr'. scams: 332'—r' -pr alaDar: 3^�1/24-Cli) DFa,4v�BY�,R,c,,t,�: ! i DAM DEC 12 '95 Y' Drown Wth FostCA sit. ' — i 03 4/10196 1 JCTS s,'�fi- L '' `a c c, i `At'' :� --aC�' C:2 414146 is + L3L'IAF, "rnt-�_ , r, t_' -^ __._—�--------------- -- _ - - - - - ------ -- >-� - - - c INFORMATION11 � suI FOR NSR Ur ;on t top ------------------ gs � WESTEC-AMERICA iNr'. scams: 332'—r' -pr alaDar: 3^�1/24-Cli) DFa,4v�BY�,R,c,,t,�: ! i DAM DEC 12 '95 Y' Drown Wth FostCA sit. ' — i 03 4/10196 1 JCTS s,'�fi- L '' `a c c, i `At'' :� --aC�' C:2 414146 is + L3L'IAF, "rnt-�_ , r, t_' -^ __._—�--------------- -- _ - - - - - ------ -- >-� - - -