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HomeMy WebLinkAbout10149753.pdf4 0, 0 t ' ( 8O t4 ft 2 tS a CIOs�a �J of 33��y as. n a s 1 at zr z v 2s a a zs s r ze .t zs z so r n d o aaR S2 3t 14 29 28 27. 28) 25 025 22 024 f9 16 u Jet3�4 „� N0. tilts �° __ >, ley REVISIONSoe ;RY: 2 Z- -0 ±' N 5 rg --1 f i �� l , `�. X� 2 c_ 3 ulrt2 s z.,` t o � S °��,.� �z ,� 104 1` v wx c Z eaC C O L ,.+..A�t 41 } li �� /2 FIR x'a f X A l'••.yif j " 1 ;J � z .sa Ia 'r n,xx �' c3 tl 7c ii��� ,c�»d._.,SQ S, `� C�-�j"§.�rco'� t-"i�C+�� :y'� �G r d ,{ 1 tt� 4 o �Z � ris 'k tom• ' �/ O f1�ey. it PL ae 0. t �1 (�,zl W ARC c' g t N. 2 B /a't C OVIL 2. F l } L~ - -33 17 I G A RfZ�./ _ t5,� y,�� II�Z� � z�� �{� I.>c� - it�CaS $� � t %i sec too 1364 FRAMING NOTES . rf }t PROVIDE ROOF RADIANT BARRIER -1 3rt cJSt�_� E ! C�fiC�f Id PER LE 2 A ROOF Sim _ 1, ROOF SHEATHING 2" CDx PLYWOOD (32/16} OR 4SB, UNBLOCKED DIAPHRAGM. W! NAILING- $d 0 6°° fl.C, sLSPPORTE© ENDS & BOUNDARY 12" O.C.8d Q FIELD. USE (8) 16d 0 TOP PLT. CHORD SPLICE W/ ST6224 (USE 1X6 SOLID SHEATHING OR A-C GRADE PLYWOOD ' _ AT EAVES & OVERHANG)"' 2. PROVIDE 4X POST AT EACH END OF 4X1O OR PpYw0Q LARGER MEMBERS,.DOUBLE STUDS FOR 4X8`SINGLE STUD FOR 4X6 OR SMALLER MEMBERS t, PLYWOODSHEETS SHALL BECOX CONFORMING TO PS 1-95 AND 3. WHERE DOUBLE 2x SOLE PLATES ARE USED, PROVIDE PROGRESSIVE :NAILING. SHALL BE STAMPED WITH THE ORPA GRADE OF THE AMERICAN REINFORCING STEEL PLYWOOD ASSOCIATION. LftESS NOTED OTHERWISE ON THE PLANS. /°. 2. EACH SHEET SHALL HAVE A MINIMUM AREA OF 8 SO; FT. WITH A T. REINFORCING STEEL SHALL BE INTERMEDIATE GRADE DEFORMED 4, ALL NAILS ARE COMMON NAILS. MINIMUM DIMENSION OF 2 FEET. BARS AS FOLLOWS 3. SEE FRAMING PLAN FOR DIAPHRAGM NAILING SCHEDULE. NAILING FOOTING, SLAB ON GRADE, 5• ALL STUDS 0 16" O.C. MAXIMUM, SHALL BE INSPECTED AND APPROVED BEFORE COVERING. MASONRY. A1ND BENT WWELS, TIES FOUNDATION NOTES .4 BAR AND LARGER ASTM A -fits GRADE 6a 3 BAR AND SMALLER ASTM A-615 GRADE 40 6. ALL LAG BOLTS (LB) TO BE 8" LONG INSTALLED WITH PILOT HOLE AND WRENCH, 2. DEFORMATION OF REINFORCING SHALL BE IN ACCORDANCE ' WITH ASTM A-305 AND BENDING IN ACCORDANCE WITH ACL 318.95. 7. .FRAMING MEMBERS OR BLOCKING SHALL BE PROVIDED Is sc x 12 t> C O &L - 3. MINIMUM CONCRETE COVER OVER REINFORCING RESAR FOR AT ALL EDGES flf ALL PLYw NOTES tEXCEPT AS NOTED OTHERWISE? 0 SHEETS 1N SHEAR WALL. FOUNDATION 1, FOUNDATION HAS BEEN DESIGNED ASSUMING MINIMUM ALLOWABLE NOT EXPOSED TO WEATHER OR EARTH T" _ 8. ALL PLYWOOD PANELS SHALL BE 18. IZ` V� X 1'�•;� f� �CJCt I It�IU .r1� �'q r i S. EXPOSED TO WEATHER 1'/2' MANUFACTURED USING EXTERIOR GLUE. � SOIL BEARING PRESSURE PER t99? UNIFORM BUILDING CODE SHALL BE A5 FOLLOWS. EXPOSED TO EARTH 2"' STRUCTURAL MATERIAL NOTES OO Y R P FORMEDRFOOTI4G AND WALLT TEXPOSED TO EARTH 2IES''�"' 9. 2 LAYERS OF 15* FELT SHALL BE USED AT ALL STUCCO APPLIED OVELWD . CONTINUOUS FOOTING 1000 P.S.F. UNFORMED FOOTING AND WALL EXPOSED TO EARTH 3" ISOLATED FOOTING tO00 P.S.F. ��• 24" L. *4 REHAR DOWELL TOP AND BOTTOM AT NEW TO SLAB ON GRADE 2" o- EXISTING FTN`G 6" INTO (E) FTN'G Wt "EPDXY" 2. ALL FOOTINGS SHALL BE FOUNDED ON OR BELOW FIRM 4, SPLICE IN CONCRETE : CONCRETE LUMBER UNDISTURBED NATURAL SOU., OR APPROVED COMPACTED FILL AND MRSWUM OF 36 BAR DIAMETER OR 12" WHICHEVER IS GREATER. Y_ ., CONC. LANDING zz 31/2" THK W/ 6"X6"- 10"X10'" WWF. ADJACENT FISH GRADE UNLESS NOTED OTHERWISE. 1, ALL CONCRETE UNLESS OTHERWISE NOTED SHALL BE REGULAR 1 ALL LUMBER SHALL BE GRADE MARKED DOUGLAS FIR CONFORMING 3. ALL FOOTING SHALL CENTERED ON PLASTER AND/OR WALL No 5. WELDED W� FABRIC SHALL CONFORM TO ASTM A-t85 AND t•82. TO DIVISION 23 t200rC.B,C.J } WEIGHT HARD ROCK TYPE t150 •/CU. FT.), AGGREGATES SHALL yG `y COLUMN UNLESS OTHERWISE NOTED. BE NATURAL SAND AND ROCK CONFORMING TO ASTM C-33 WITH PROVEN 1 RAFTER, BEAMS. PURLINS SHALL BE DOUGLAS FIR 140. UNLESS S. ALL DETAILING OF REINFORCING SMALL CONFORM TO THE REQUIREMENTS SHRINKAGE CHARACTERISTICS OF LESS THAN 0.05 '/. OTHERWISE NOTED = 4, FINISH FLOOR (F.F.) EXCAVATION SHALL BE AS NOTED ON GRADING OF AC1318.95. 2. READY LAX CONCRETE SHALL BE MIXED AND DELIVERED IN ACCORDANCE GRADE " PLANS. WITH ASTM C-94. PLACEMENT OF CONCRETE SHALL CONFORM TO 3. JOIST, PURLINS 2" TO 4" WIDE, W 6 DEEPER N0.1 ANCHOR BOLT NOTE 7. ALL REINFORCING STEEL. DOWELS, ANGMOR BOLTS. INSERTS, ETC. AC1301. B£AMS,PURLINS OVER 4'" WIDE eNO.t S- THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL EXCAVATION SHALL BE SECURED IN PLACE PRIOR TO PLACING ANY CONCRETE LEDGERS GE 2'" TO 4"' WIDE. fi" 6 DEEPER N0 2 C D . 5 PROCEDURES INCLUDING LAGGING. SHORING AND PROTECTION OF ANY � '��T' � 3. CEMENT FOR ALL CONCRETE SHALL BE PORTLAND CEMENT TYPE V, � � MINIMUM NOMINAL. ANCHOR BOLT DIA. SHALL BE jfiINCH OR BLOW ALKALL CONFORMING TO ASTM C-150. � � ADJACENT PROPERTY. STRUCTtNRES, STREETS AND UTILITIES IN B. ALL REINFORCING STEEL SHALL CONFORM TO THE t QIAR£MENTS STUDS 2"' x W OR 3" x 4" STUDS q t ' ,ate41 . ' SPACED PER SHEAR SCHEDULE OR Q 6'-O" OC, MAX. ACCORDANCE WITH ALL NATIONAL, STATE AND LOCAL. SAFETY OF ASTM A-61S GRADE 60. 4. MINIMUM COMPRESSIVE STRENGTH OF CONCRETE AT AGE OF STUDS 2" x 6" NO.t GENERAL �r 1 EMBEDED INTO CONCRETE 7"' MIN. W/ MIN. DISTANCE FROM ORDINANCES. 28 DAYS FOR: POSTS 5" x 5" AND LARGER N0.1 � � GENERAL NOTES THE END OF SILL PLATES TO BE 41/2 " ( AND A MAXIMUM OF 12°") R£N 9. ALL FORCNG BAR SENDS SMALL BE MADE COLD. SILLS. PLATES AND BLOCKING 140.2 � �" ALL FOOTINGS 2500 PSI " 6. DRAIWIINNGS DETAILS.SA' /��EOOULE MEET SIZES INDICATED ON 10' SCALE OR AN Q�R FOREIGN MAS SHALL BE TERIAL WHICH MAE FROM Y AFFECT THE SLAB ON GRADE 2500 PSI 4' SILLS '� PLATES IS CONTACT WITH CONCRETE OR MASONRY FIND � � � , PLATE WASHERS (MIN. SIZE OF 2" x 2" XSf�) SHALLSIDE WALKS 2aDa PSt GROUND SHALL BE PRESSURE DES EO DOUGLAS FIT 1. ALL WORK SHALL BE DONE IN ACCORDANCE W/ THE 2001 BE USED ON EACH ANCHOR BOLT 7. ALL FODTNS AND PIERS SHALL T BARS ABILITY TO BOND TO THE MORTAR. (PTOF). SILLS SHALL BE BOLTED TO THE FOUNDATION WITH 5/8" C C PLUMBING. TRICAL AND MECHANICAL CODES BE CENTERED UNDER THE BUILDING 5. MAXIMUM SLUMP SHALL NOT EXCEED 4' •• H ELECTRICAL COLUMNS.tU.N.a,) 11, REINFORCEMENT THAT IS PARTIALLY EMBEDDED IN CONCRETE SHALL DIAMETER x tO BOLTS AT 48" ON CENTER, MINIMUM FROM � �� I �Ot � 6. CONCRETE SHALL BE MAINTAINED IN A MOIST CONDITION FOR A ENDS: OR 2 BOLTS MINIMUM PER PIECE, UNLESS NOTED OTHERWISE. NOT BE FIELD SENT EXCEPT AS SPECIFICALLY DETAILED IN THESE \ v MINIMUM OF 5 DAYS AFTER PLACEMENT. ALTERNATIVE METHODS S. STUD WALLS ABUTTING A CONCRETE OR MASONRY WALL SHALL BED 2.. VERIFY ALL DIMENSIONS, DO NOT 'SCALE DRAWINGS. 8. ALL EXISTING UTILITIES THAT INTERFERE WITH THE STRUCTURAL FQDROATMONS ORAw1NGS LlITNiIMJT THE LitITTEN APPROVAL OF THE ENGINEER OF RECORD, WILL BE APPROVED IF SATISFACTORY PERFORMANCE CAN BE BOLTED TO THE WALL WITH S/8" ANCHOR BOLTS AT 24" ON CENTER. J NOTES- SMALL BE REMOVED AND RELOCATED. 12. ALL REINFORCING STEEL SHALL BE PROVIDED AT ALL POUR JOINTS ASSURED. 8. ALL N BEARING STUD WALLS SHALL BE 2 x STUDS AT 16 D.C. �. a R 9. ALL PIPES, DUCTS AND CONDUITS wITMLN THE SPHERE OF NFLtENCE OF ON THE DRAWINGS. WHERE LAP AND/OR SPLICE LOCATIONS ARE 7. ALL REINFORCING STEEL, ANCHOR SOLTS. DOWELS AND OTHER WITH '" GYP. BOARO EACH SIDE. UNLESS OTHERWISE T I + �a t* -3t t9 3. IT SHALL BE THE RESPONSA ILiTY OF THE CONTRACTOR , TO O. -VERIFY NRDWR. LOCATION W! FLR. PLAN £, L SS 0 E WISE NOTED. N� VERIFY ALL EXISTING CONDITIONS ON THE SITE PRIOR TO THE FOOTING, tTHE PRESSURE ZONE. EXTENDING BELOW THE FOOTING. NOT SPECIFICALLY INDICATED, PROVIDE CLASS '°C" SPLICE PER INSERTS SHALL BE SECURELY FASTENED IN THE FARMS BEFORE ` b _H BASED ON A 2 HORIZONTAL TO t VERTICAL SLOPE), SHALL BE SLEEVED SCHEDULE. ALL SPLICE LOCATIONS SHALL 8E CLEARLY SHOWN ON CONCRETE IS POURED. ADEQUATE CLEANOUTS SHALL BE PROVIDED 7• ALL STUD WALLS SHALL HAVE FULL HEIGHT t x 6 DIAGONAL COMMENCING WORK AND IS TO NOTIFY THE OWNER AT ONCE PRIOR ANCHORS MUST BE TIED {N PLACE THROUGH CONCRETE CAST -IN -PLACE AT THE FOUNDATION POtpR, SHOP DRAWINGS AND APPROVED BY ENGINEER OF RECORD BEFORE N BOTTOM OF CONCRETE FORMS FOR PROPER CLEANOUT AND LET -IN BRACES AT ENDS AT INTERVALS NOT EXCEEDING 25 FT. I` 0 I` L "`°1 �° @ rL t `� UPON DISCOVERY OF ANY OMISSIONS OR CONFLICTS IN Q.C. UNLESS OTHERWISE NOTED ON PLANS, BRACES SHALL COVER A° THE DRAWINGS. Date fl O FOUNDATION INSPECTION. 10. FOUNDATION MAY SUBJECT TO STRUCTURAL REVISION IN THE FEUD FABRICATION. INSPECTION. MINMRUM OF SIX STUD SPACES. O I, % DUE TO POSSIBLE VARYING SUBSURFACE CONDITIONS. 13. PLACING TOLERANCES AND BAR SUPPORTS SHALL CONFORM TO THE S. VIBRATION OF CONCRETE SHALL BE N ACCORDANCE WITH THE C. -SURFACE WATER WILL DRAIN AWAY FROM BUILD'G. MANUAL OF STANDARD PRACTICE FOR REINFORCING CONCRETE GENERAL PROVISIONS OUTLINED IN PORTLAND CEMENT ASSOCIATION B. COMMON NAILS SHALL BE USED. 4 PREPARATION OF BUILDING SITE SHALL. HE PER CONSTRUCTION, BY WCRSI. SPECIFICATIONS ST-26. 9. FIRE BLOCKING 2 x 1'/2" THICK, SHALL BE PLACED IN STUD SECTION 3302 CBC.(ALL STUMPS AND ROOTS SHALL I LE ,r d. OLD -DOWN CONNECTOR BOLTS INTO WOOD WALLS AT CEILING AND FLOOR LEVELS, AT EACH V HEIGHT OF T r 14. CLEARANCE BETWEEN PARALLEL BARS IN A LAYER SHALL NOT BE 9. EXPOSED CORNERS OF COLUMNS, BEAM, WALL, ETC. SHALL S7UOS, AND BETWEEN STIR STINGERS AT SUPPORTS. I ,* E? °" II ® .t & BE REMOVED FROM THE SOIL TO A DEPTH OF AT LEAST Scale FRAMING REQUIRE APPROVED PLATE WASHERS, AND LESS THAN T'. NOR 1 BAR OLA, NOR tx MAX. AGGREGATE SIZE, BE FARMED WITH , " CHAMFERS UNLESS DETAILED OTHERWISE. A 12 INCHES BELOW THE SURFACE OF THE GROUND TO t HOLD-DOWNS SHALL BE TIGHTENED JUST PRIOR TO FOUNDATION PLATE /SILLS BARS IN SECOND LAYER SHALL BE DIRECTLY ABOVE BARS IN FIRST 10, CONCRETE CONTRACTOR SHALL SUBMIT PROPOSED CONCRETE i0. JOISTS SHALL BE BLOCKED AT SUPPORTS AND BRIDGED OR BLOCKED BE OCCUPIED BY THE BUILDING) COVERING THE WALL FRAMING. LAYER. MIN. DISTANCE BETWEEN LAYERS • t". DESIGN MIX TO THE ARCHITECT AND ENGINEER OF RECORD, PRIOR TO AT INTERVALS OF B' WHERE ,JOISTS ARE 2 x 12 OR DEEPER. Drawn I. FOUNDATION PLATES OR SILLS SHALL BE BOLTED TO THE FOUNDATION STARTING THE WORK, 11. MAXIMUM UNSUPPORTED HEIGHT FOR NON -BEARING PARTITION SMALL 5. ALL NAILING TO COMPLY W/ TABLE 23-11-B-1. CBC e. ALL INTERIOR NON -BEARING WALLS WITH SHOT PINS. OR FOUNDATION WALL WITH NOT LESS THAN %" DIA. STEEL BOLTS BE RANSET *334$, OR EQUIVALENT. AT 36'° fl.C, EMBEDDED AT LEAST 7" INTO THE CONCRETE OR MASONRY AND IL NO WATER SHALL BE ADDED TO CONCRETE WITH TEMPERATURE 2 x 4 0 16" O.C. UP TO 14'-0" MINIMUM IN EXCESS OF 95•f, 2 x 8 R t6" D.C. UP TO 2O'-O" Job OTHERWISE NOTED. SPACED NOT MORE THAN W-O" APRART. THERE SHALL BE A OF (2) BOLTS PER PIECE WITH ONE BOLT LOCATED WITH 12" OF 12. WIRE MESH LAP {END 6 SIDE) SHALL BE ONE FULL MESH -2. 2 x 8 N? 16" D.C. UP TO 2&-0" I. 5/9" DIA A. B. MAY BE R PLACED BY 5/" DIA EACH ENO EACH PIECE. A PROPERLY SIZED NUT ANQ WASHER 12, PROVIDE DOUBLE JOISTS UNDER PARALLEL BEARING PARTITION WALLS. TYPE OF CONSTRUCTION VN Sheet THREADED RODS W/ 5-Y4"' EMBED. WITH SHALL BE TIGHTENED ON EACH BOLT TO THE PLATE. FOUNDATION , PLATES AND SILL SHALL BE THE KIND OF WOO! SPECIFIED IN SECTION 13. BOLT HOLIES IN WOOD WOQO MEMBERS SHALL BE A MI NIMUM AND A CIA -GEL 7000 EPDXY SYSTEM 2306.4 OF THE 2001 C.B,C. MAXIMUM /,4" LARGER THAN THE BOLT DIAMETER. OCCUPANCY GROUP R-3 ! U-1 177 1. C. B. 0. ER. 4846. (OR EQUIVALENT). AT THE SAME SPACING. Of ,f Sheets 24X 36 PRINTED ON NO. 1000H CLEARPRINTO A 1 2 1 RIDGE BOARD OR MP 1 3 5 RAFTER PER PLAN 2 RAFTER PER PLAN 12 .,. 4 .\ 3 4X4 KING POST 5G1 �, s SNUG SPACER REQUIRED 6 4 TOP PLATE ® ~ BETWEEN THE WATER 5 FLUSH BEAM WHERE OCCURS WITH PC IF TANK HAS AN HEATER AND THE WALL -. INSULATION _ 7 BLAANNKET, LEAVE h (' ' 8 6 SIMP PC IN PLACE z2X4 STUD 2 --p A nA Jam\ 1- 2X STUD WALL PER PLAN 7. ,3. 16d F.N. TO RIPPED APPROVED STEEL STRAPS -.--� 2- 2X4 PLT. _.n KING POST SNUGGLY WRAPPED AROUND 114-X4114"LAG U 3- SHEAR WALL WHERE OCCURS �. x TANK AND SNUG SPACER SCREW WITH WASHER ° a PROVIDED BETWEEN THI: FOR CONCRETE WALLS. 4- 2X BLK'G OR x (( lTNC T °0 RIM JST. 5o N WATER HEATER AND WALL SUBST _ EXFOR z ' " PLYW'D SHEAT'G PER I'e� } FOR SCREWS) d 5- P4 z PLAN O/ 2X FLR, JST, � �y d PER PLAN W/ R-19 INS. 3 3. 2X � � F id o • 6- G.I. MUDSCREED AT EXT. WALLS 2x Cz A SECTION A A o 1 `1 THIS SYSTEM MAY BE USED TO ANCHOR A HOT WATER 7 - A- 35 6I 16" O.C. 5 HEATER THAT !S ADJACENT TO A WALL TANK FEET NEED 8- 2X4 P.T. D.F MUDSILL W / A.B. 1 CAP SHINGLES A 3 z TO BE BOLTED TO THE FLOOR AND THE HEATER HOOKED 10 PER PL AN-iiV`1 21/2" X 2'/ " X ° UP WITH A FLEXIBLE GAS CONNECTION. 3°' 6"' 3" I/4" THK. PLATE WASHER 2 4:12 MIN. Pl SHIN `-r �� � 0 9- CONCRETE FTN'G PER PLAN COMPOSITION SHINGLES OVER !LAYER � TYPE 15 FELT. 0 12" MIN 10- {2) °4 REBAR TOP & BOT, 2*12 TO ( 4:12 PITCH- _,. SELF-SEALING OR HAND -SEALED` ° 4 COMPOSITION SHINGLES OVER 2 LAYERS 0 TYPE 15 FELT. Q 0 IL 17 13 EXTERIOR FOOTING 1"-1'-0•' KING POST 5RIDGE • 1 ----r. 10 4'-0" MIN. LAP (2) 16d / STUD (8) 5 16d 0 MIN. & a LAP TOP PLT. 16d a 16, 1 O.G, MAX 2 STUD � z 0 ----------- 4Xt7 4 HDR. PROVIDE 1X6 LET -IN MIN. BRAC`G (IF NO SHEAR � WALLS OCCUR) 0 60 z MAX. @ 450 MIN. W/ 16d 0 24" (3) 8d EA. END & EA, —�� w O.C.FACE (3) 16d E.N. STUD BRACE EA. NAIL TYP. CORNER O 25' O.C. MAX. 2X TRIM'R & (2} 16d E.N. PROVIDE 2X FIRE IL KING STUDS BLOCK WHERE WALLS 0 JAMB TO 2X SILL EXCEED 10' H, & AT ALL TYP. CUG & SOFFIT LINES 0 2X STUDS 1- (E) ROOF SHT'G 0/ 2X ROOF RFTR, 0 16" O.C. 2- E.N. 3 0 2X P.T.D.F, SILL PLT. 3 2X BLOCKING (ALT.) (2) 10d T.N. 0 Wl%" DIA. ANCHOR EA. SIDE STUD BOLTS W/ 7' EMBED T 4- 6" CONT. 'SHAPED' O 16d d 0 ' 6" O.C. TO BLOCK- OR- WITH O TO PLT. PER FOUNDATION PLAN. PROVIDE A. B, 2- 16d NAILS TO EACH RAFTER a IN LIEU OF 2X BLOCKING. w B 6'-0'° O.C. & 41j2" 5 2X RAFTER 'CALIFORNIA' MIN. / 12" MAX. FRM. 0 e, •� •' , • • SILL END FRAMED a• "6- PLYW'D SHT'G PER PLAN z -------------------------- - _-_-__ t� CfKLIFURRIA _ - 4 _ _ _ FRAMED BEARING WALE r1�1R ROOF 018 FRAMING _ z t 0 D z ��: J "• 2 z 4 z BORED HOLES MAX 40X OF STUD ti F WIDTH 0 BEARING WALLS, 60Y MAX. 0 NON -BEARING WALLS. — — — + MIN. 5 + w NOTCHES- MAX. DEPTH 25X OF STUD 0 T _ �r o WIDTH @ BEARING WALLS, 407 MAX. O a 0 NON -BEARING WALLS. o cn ��. 6 I w STUD 1- ROOF SHT'G 0/ 2X ROOF RFTR. 3 PER PLAN OX6 STARTER BOARD 0 3-SHIPLAP- AT EXPOSED EAVES) 8 2- B.N. F 3 (3)- 16d @ RFTR. TIE z 4- 2X BLK'G W/ A-35 0 2 16" O.C.. U.N.O. D FRACTION 2X4 2X6 2X8 OF STUD NOTE- NOTCH & BORE 5- 2X CEILING JST. PER PLAN 0 0 NOT TO OCCUR ON SAME NOT STUD WITHIN 36" of I • N p cz- Fr rE 6- DBL TOP PLATE PER PLAN w 25r. D T$„1/ 40Y D 1 /" 2/e 3, EACH OTHER. 7- 2X STUDS C 16" O.C. SEE SHEAR WALL SCHED. 2001'.CBC 2 = � � � - b2 �L � 'c�T 3 i�fi � C r� r� OR WD. BM. PER PLAN FOR SHEAR TRANSFER 0 $- SHEAR WALL Oro P SHEAR WALLS 607 D 2" 31/4" 4'/4"" SECTION 2320.11.9- 2320.11.10 L AN • � , ,� � � ,t- WHERE .00CURS z z t �� 1 j ` .� % EAi-1 TRA1��7 E1-t 111-11-01, 3 19 BORED OR NOTCHED :STUDS NTs 15 �' � / AT SAVE 5 3 (2 ROWS) 0 0 OUTER 1/3 MIDDLE 1/3 OUTER 113 w OF SPAN OF SPAN OF SPAN ONLY 2 3 AT TOP OR BflT NO NOTCHES AT TOP OR SOT �' �I z ALLOWED U.N.O. 1. 'SUMP' EPDXY -TIE TO i I a RFS •5X8 Wd5" MIN. 6 w D EMBEDMENT DEPTH ac I 1 I TO CONC. AT a 'l:°` MIN. O FROM END, 12 'e MIN. 7 1 z FROM EDGE. SPACED PER I I 11 / 3 w x FOUNDATION PLAN 4 � 1. 2X OR 3X STUDS PER PLAN z 1 Y � uj 2. EXISTING CONC. FOOTING 1 & S.W. SCHEDULE 0 OUTER 1f3 MIDDLE 1/3 OUTER 1/3 """"'�° 3• END RIM JST. OR BLK'G _ NOTCHING m 5 12 2 2. E.N. 4 r 4. 16" LONG 2X SHIM OR - `` � OF SPAN OF SPAN OF SPAN ONLY 1 a0 Z AT TOP OR SOT NO NOTCHES AT TOP OR BOT 2X BLOCK II 8 3. B.N. 0 ALLOWED U.N.O. 2• _ IL d 7 O cli 4. S.N. a 1- 4X4 POST WHERE OCCURS w d 5. PLY'D SHT'G PER PLAN ' a ! NOTES:" _ ® > W/ ST6215 EA. SIDE a% t d D 6 2- 2X RAFTERS NAILED TOGETHER > A. DR1,L HOLES PER NANUF. SPECS. � 2- FLR. SWEATING PER 1O 7 12 ¢ T- � MIN. 8. A307 THREATED RODS W/ SIMPSON d 0. PLAN 0/ 2X6 F.J. Q 7 2- 2X TOP PLT. SET EPOxY COO •5279 16" O.C. W/ R-19 INS `I '1 2 1 `V z� `� w .r. 2XG �12 'i-l�X `�. �` 3- 2-2X BLK'G 8. SIMP. A35 16" O.C. 4- 4X GIRDER PER PLAN 2X REDIA. LARGEST[ v. BORING tr 5- A-35 EA. SIDE 9. SIMP A35F 16" O.C. MIN. L� Tea 1 qG 181, SO. 6- $"X 8" X2" P.T. PLATE 11 10, CL'G JST, PER PLAN /�t'l G t� t , W/ %" DIA A..B. � 7- CONC. PIER 11. WALL FINISH PER PLAN FRACTION ! Ct1 Jc.sv.,T � l rF "�< + itZ. OF JOIST 2X6 2X8 2X10 2X12 2X14 12. SOLID BLK'G Df6 T/s" 11/g" 1►/ 11 1z1g11 2� j ,1 2001 CBC ` tZ� (.. S D/3 1'14" 23 " ,3„ 3y4,1 4!IA" SECTION 2320.8.3.. m 1 A.B. AT EX I STI N to FTN' G _ 1 ■;/.fie' (� / )(�/��' R {(�w�+ _ _ _ P ■■I {.E /��n��)� � :7t 1 .1 0 SHEAR TRANSFER 1Nwte-:ie0 Y `wi! N 4I� f 1PrrT� ■ ! 6rs• O 1/�; i- /1 fit• X}� � 1tt�q>-0#t O BORED OR NOTCHED JOISTS NTS ��// �g c 2 a 5c�w REVISIONS SITE: 1 w� CT- 10 a OWNER. - Joe DESCRIPTION DRAWN: ► CHECKED: DATE: JOB NO: SHEET,.NUMBER: