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HomeMy WebLinkAbout10150025.pdf�hW • r-Ti "F"" are PROJEC7 L�A7A HOW -Malt HV I A C 'l C 0 Y's <S T R> C71, 610 YLil NIEVES and DENISE 1 94;_,5 R7i'KPRT ARF, Fan TAO-STORY AW17I4N ANO T40 AN EXISTIN& PLANIS ONE-STORY SINSLE FAMILY RZ51VENCZ AND CONSTMir.-TION PA"C10 "m I'a L hpt3 OF 0'--0 W-4m "ltNEA HARVWAPEA_AN0S6APE =7 4m UNWOOD 7-C4 W_ A WVY R-3 Ir-0. SAWTA AM i's nn'--" - 'Hn ILNOT '; 'o�n vee,fl al uns SHAL N" 10 pr"""""ndlz do"aVon of any g9.h0.25&=_TyM1V-N CA 92M P r o V is 10 ,, 3 �ovi I�J' ""i 0 fl; (_"'rd�inancj or "Sia'lo U-0y. 0 OW ON= P40RK COPr-ORMAUWAX: 2001 C.B.C. 1 11 t?llel 1101 i-, f'.10 A PROPERTY 2027 L1NP40W AVEN& SAWA ANA, CA. 42705 Revision Daly lamm,62 _­­ ­L � - j 7 ­­ L 7' R 1 a LOT Sq, TRACT 1727 APlanning Submittal 5,4.05 A,P.N. Vft-.22-13q Planning Re -Sub 5.19.05 NEK CW MALL TO MA T% EXISTINO (W 17RIVEMAY APPROACH �MAX_ HEmn�n" wow 16W OF A001710ki. -0 27'" MASEV ON 4 12 SLOM Bldg Dept Submittal 6.20.05 FF (E) CONCRETE SIVE)NALK FLOOR AREA QALj0_A.AT1ON5t__.____ (E) CPS! SC AokLL B.D. Re -Submittal 7.13.05 6RA-9:60 PAR EXISTING,.EXISTING,.r-ooTMINT 1125 S.F. W CURB AND GUTTER FOOTPRINT 1736 S.F. GA FOOTPRINT 440 S.F. If TOTAL POOTPRINT IWL. rvAJZA6e .211140 S.P. LOTAREA M306 S.F. TOTAL WVERoWE . I LIN win '"M wk %'4 mW1,• 141h, Wa 17 71� �A -4 EEL +1 ?W C-OwpWam A41 %90 %r SANTA ANA POLICE DEPARTMENT RESIDENTIAL SECURITY REQUIREMENTS 1. Exterior swinging doors must be solid core, 1 114" thick or with panels 9/16" thick. (8-2 1 0,A) 2. Doors leading from a garage into a dwelling unit must be solid core, I 3/8" thick. (8-210.13) gq 3. Specify that above doors be equipped with deadbolt locks approved by the Police Department (8-2 1 O.C) specify make and model number. (Titan 780 N14 N Olt or Equal) 4. Specify flush bolt with 5/8" embedment into head and threshold on inactive leaves of exterior double doors. (8-21 O.E) 5. Glazing in exterior doors or within 40" of the latch must be tempered or if 'the burglary glary resistant (8-2 1 OX) 6. Hinges for out swinging doors must have non -removable pins (NRP). (8-210.G) NOT 7. Strike plates must be 3 1/2" long, secured to the jamb with screws 2 1/2" in BAY length. (8-210.1-11) 4. S. Front exterior doors to be equipped with ISO door viewers or clear vision panels. (8-2 1 OJ) 9. Each structure must have a street address or other identification, which is visible from the street. Figures must be 4" minimum in height of a color contrasting to the background. (8-2 IOXI) 10. Provide an illuminated plot plan of the complex at each driveway entrance.(8-210.K2) 11. Specify light fixtures, at exterior doors, which provide one foot candle of light at ground level. (8-2 1 O.L) 12. Parking lots and parking structures of multiple dwelling complexes must be provided with one foot candle of light, (8-2 IO.N) 13. Required exterior light fixtures must be vandal resistant types. 14. Wooden garage doors must have panels 5/16" in thickness. (8-208.A1) in 24'-0" 15. Garage doors more than 16 feet in width must have two locking points. (8-208.C) 16. Slide bolt assemblies must be attached to the doorframe with n removable bolts. (8-208.D) 17. The Slide bolt must be 3/8" in diameter. (8-208.D) 18. Windows and sliding glass doors must comply with test stan arils of section 8-212. Specify make and model nurnber. (8-209.A) I not approved must install slide bolts and permanent anti -lift devices in upper track of window and door. 19. Louvered window may not be used within 12' vertically or from any walkway surface. 20. All skylights shall be provided with rated burglary resistant gIazing.P-4_',,-. "L, (8-210) (revised 10-31-03) :Ilk- 4r) 44�, _54LLA5 T PERM11 P �-7 "C EJ D 108 H GRAC1 C''3 MCI 1001ELL FLOOD,, 60 10 R 0 F I LPK,4, 1"AMAIN7 BARRIER @ ROCJI: RES,IDENIFIAL DEV. YES NO _7� IF • • av Clow st-1w L;Nff OF OAS& -VW 4W pz • L T41Z NEM Clued PtALL TO MATCH EXISTING 7`79" DEMO MALL AS REOV rckbo Z PHONE LINE UN09WASFZCUNO UTILITIES SHALL BE REWIRED FOR THIS PROJWr BASEMENT FLOOR AREA 16q6 S.F. FIRST MOOR AREA 17M Sp. IS, SECOND FLOM ARZA IWq S.F. A TOTAL FLOOR AIM4 3401 We IMM W ASWY PO BOX = Not0w, CAL am 26M A LAKE AMXWEAP, CA. 9M N \//C/N/7""r MAP z INTEGIML 7 EEN NAT. CONSULTANTS i�� PAW vr if, V LYAFEW W449 CA 92020 jW, A !AY (79) 573-05M SW (79) 573-(=9 FAX MA s_E"DGt_*.. �rd F�S: L i E -SMtk MAPA AV 1A : V, X4 PY MWSNGLE 0ALIM MACY j Sr Z" 17TH 4 3i .9.7 9 14N CIO iaTn� sr Sfi A U I ALA % I -E 14,2- i ' KLL1WT0N;` L._01 -V! N, RESIDENCE i K T"-' 2WUM#=AVE ST Z SAWA ANA C* S (TH & ST 7 TVI li" f_4 LM 59 - 7MCr VV ST inx Pa -S zNa S'r ST 2NO Kevin W. Askey, shall retain all common low statutory and other reserved rights, including the copyright for this document including represented designs and specifications. (W ELECTRICAL SITE / M-OT PLAN ALI JUL 19 N05 'IN ARCHITECTURAL GENERAL NOTES A1.2 (E) CAME LINE BASEMENT FLOOR PLAN A2.1 FIRST FLOOR PLAN A2.2 Rell CrAS METER SEC40NO FLOOR PLAN A23 CHANGEaff Z FLOOR MaNTEV METER EX179RIOR ELEVATIONS A8.1 FOR AALL MOUNTED METER BY "AMERICAN 6A5 PROPZT50 OR 50. ARC+flTE0TVRAL OROSS 560TIONS A4.1 9T1W0TVRA4L GENERAL. NOTES 51.1 "T MOUWATION PLAN 52.1 +0001 r FIRST mom F"miN& mm 52.2 SWOND, Fi_0OR FRAMINS PI -AN 52.3 ROOV FRAMINS PLAN 52.4 40'-0" STANDARD STRIZTURAL MTAILS 55.1 5TM4T1.RAL VETAILS 55.2 goo STMACTLIRAL VeTAILS 93.3 STRWITURAL DETAILS 55.4 STRIZTURAL VeTAILS 595 STRUCTURAL VeTAIL-S 59.6 SMARKALL SOMM. ANP EMTAILS S5.1 F I f SCALE -0MXz6TRXAL PLANS ELI F L 7 L A N I"= 1111 % WTE / PLOT PLAN V 16 JOB NO.: 05-98 SHEET CONSTRUCTION SITE SHALL W MAIWAINE0 IN SUCH CON171TION THAT AN ANTICIPATED STORM 12A s t 1 0 11 htoc-OVO4M NIEVES and DENISE TAO-STORY ADDITION AND RMqOVEL TO AN EXISTINO ONE-STORY SINSPLE I=AMILY RZOIDeTsICE ANO C4MTR14TION PALAC10 ij 11 OF INEA 14ARVOCAPE/LANDWARE 2027 LRYWOOD SANTA ANA CA 92771 C M 4WVW ADDRESS, 20271 LINPNW.0 AVENUE SAWA ANA, CA. q2'105 Revision LOT 2", TR#4/,--r 1-127 Planning Submittal 5.4.05 V"t A.P.14!73ft-22�45"4 A ZB Planning Re -Sub 5.19.05 d6& Wavir. 0 "MM 0 27'-0" MASW ON 4: 12 SLORW A Bldg Dept Submittal 6.20.05 F1.00—RA—REACALAWLATIO—NS.— , EXISTINS Ft')OT�Ihlr 1125 S.F. NOWREMOVELEV FOOTrRINT &ARA&Z FOOTPRINT 440 S.F. TOTAL F-00TFRINT INCL. CoARA&E 2176 SJ=. LOT AREA 7306 S.F. rOTAL COVL!RA6E 21.6 j?6 I ijiiv 1, SHEET AB.D. Re -Submittal 7.13.05 A 1A wsmw ws t" SWOLE LCT 59 -TMCTVV cT W, �T, Kevin W. Askey, shall retain all common law statutory and other reserved rights, I N 0 E X including the copyright for this document including represented designs and specifications, SITE / PLOT PL.Ai% ARC�HITWTURAL OENERAL NOTES 5A%SE!vIENT FLOOR PLAN FIR!ST FLOM PLAN SEWW FLOOR PLAN EXTMIOR ELEVATIONS STFW(roTLP1.AL &ENERAL NOTES FOUNDATION KAN FIRST FU)OR FRAMINS f0LAN SEC,ON0 FLOOR. F?,AMIN6 FLAN OF FRAM STANDARD STRWoTURAL DMETAI STRUCTURAL DETAILS STRJXTURAL DETAILS STRUCTLIRAL DETAILS STRUCTLIRAL DETAILS STRLroTURAL DETAILS SHEARKA" SC+IW. AND OETA11— AIJ A1.2 A2.1 A2.2 A2.5 A3.1 A4.1 Pw MITE, / PLOT PLAN JOB NO.: 05-98 SHEET I_il�fi� A HOMEOWNER NIEVES and DENISE PALACIO Revision / ^ Planning Submittal 5.4.05 Planning Re —Sub 5. f 9.05 Bldg Dept Submittal 6.20.05 B.D. Re —Submittal 7. ? 3.05 l 11 K.� tiw� .. •. R r A s MA 2WLIMOMAME 8AWA ANA C,A. LOT 59 - TMCT 1727 Kevin W. Askey, shall retain all common loan statutory and other reserved rights, including the copyright for this document inrfllrlinn rpnracanfM dpcinnc nnrl r � • :.all hOWOMWE"D NIEVES and DENISE PALACIO IF SAWA ANA CA 92771 C OW 429-VO Irfi 10171,11" 1103 Revision Planning Submittal 5.4.05 Planning Re —Sub 5.19.05 Bldg Dept Submittal 6,20.05 B.D. Re —Submittal 7.13.05 ASKEY DESIGN IMM W ASKEY PO Box =3 MWOFEW, CA 92M 26M AUMSTA LME AMMMAD, CA QM MW 336-M77 OM) 200-MO MW A A 0 '17121"IE'll t" SMKXE AOW#LM- RUCY NK4 PALACIO Kevin W. Askey, shall retain all common low statutory and other reserved rights, including the copyright for this document including represented designs and specifications. SHEET j 5A5EMENT LEVEL SEGDND ELO R LEVEL LIVABLE LIVABLE AREA DECK AREA LIVABLE AREA DECK AREA CARAOE AREA 5EFERATE 5TR.UCTURE a Oa W NIEVE49 and DENISE PALACIO nGI 4 61. Revision 440 e.f. Planning Submittal 5.4.05 APlanning Re —Sub 5.19,05 Bldg Dept Submittal 6.20.05 1424 s,f. B.D. Re --Submittal 7.13.05 145 s.f. 4556 s.f. 145 s.f. 440 s.f. Mall o�om o�om nn�e�-�r�s�eea Ij �.�o � .�s ` ♦ !lr � rr�� r♦ s. .... +WSJ i► .v, I -RECEIVE INSULATEP, DUAL . I u.. M1 - EA ,:r t e1 I " . ►a. it► DOd - �r YiIALL OF BATH TM AND SHOMR, ENII)RES SHALL W LAMINATED, FULL'T'TEMPERW OR YI 49LAISIS. IN ADDITION, tar AND SLIPIW7 PANELS, OF r L70M ASSEMBLIES, ;1r PANELS IN SAINISIN&DOORS, +► - r -ar r DOORS SHALL BE OF SAFETY 6LAMN& MATERIAL IN r`r•NII YI U1W,, SECTION 2406.4. 5. ALL S OF EITHER. VER110AL WOOF A DOOR AND V41THIN 60" OF THE FLOOR S14ALL BE E ADJACENT' TO BATHTUBS AND MOM TM FLOM SHALL BE TEMPI OLASS, COMPLYS. ALL &LAZINSP SHALL r -r OF OONSUMM PRODUCT O ON TO SUPPLY CoMTIFIOATI! OF COMPLIANCE TO OJIVER. 6. SPWIFY ALL SAFETY LOCATIONS_. Er IN .: 2406.4.Al BE ; V _ M THIC,KNESS, VARIES - SEE STRUCTURAL %wr//IiIL CNIU BASEM . . THICKNESS VARJE9 - SEE STRUCTURAL DRYAALL EACH SIVEAND TEXTURE FINISH PER 0111 cowmr.,TION TO MATICH ADJACENT. THICKNESSr ♦ PER ., - . w A ` l i t 14 111 Kevin W. Askey, shall retain all common law statutory and other reserved rights, including the copyright for this document including represented designs and specifications. MAIN LE YY LL swo rLwjw40R PLAN r�* SUN' 7u:.� JOB NO.. 05-98 SHEET f V7_ IT :1111 IT141 BASEMENT L-EVEL LIVABLE 16416 S.f f9R5T FLOOR LEVEL LIVABLE AREA 1-756 S.f. (SARA&E AREA 440 9.f 5EFERATE STRUCTURE TOTALS LIVABLE AREA 4556 9.f. PECK AREA 145 S.f. GARAGE AREA 440 9.f. 5EFFRATE STRUCTURE Vill1 111101 IN= KID] o�o�� lie] 4. ALL 6LAZINS ADJACENT TO BATHTUBS AND Y41THIN 5 F= I FROM TM FLOM SHALL BE Te4PEI1kW 45LASS S. ALL OLAZIN& SHALL COMMY M114 STANV`AFW5 OF THE U.S. WNSUMER PROMOT SAMY CA"ISION. MANUFACTURZIR TO SUPPLY CERTIFICATE OF COMPLIANCE TO OMER. 6. SPWIFY ALL SAMY OLAZINS IN LOCATIONS SPECIFIED IN LEY.o 2406.4. 6LASS TO BE ETChW MAMCM. POURW IN PLACE COWAZM KALL THICKNESS VARIES - SEE STRUCTURAL 71 CMU BASEMENTMETAININ& AALL THICKW_-SS VARIES - SM STRI4,TURAL 2 x 4 STW KALL 0 16" o1r. wl Oe THCX- ORYAALL EACH SIVe - PAINT AND TE-11t.Me FINISR =W.1k 0Z01M. 2 x STUV KALL SOFFIT ABOVE - KALL C4MTRUCTION TO MATCH AD.LACENT AALL THICKNESS AINV TEXTUR4 4 4 , Revision A . Planning Submittal 5.4.05 A Planning Re -Sub 5.19.05 Bldg Dept Submittal 6.20.05 B.D. Re -Submittal 7.13.05 ASKEY DESM iMM W ASMY Po Box W MAPOFEW, CA 92M MW AUMWA LME AMMeW, C& MW (QW) =_W" ag) 200-OM A WA Kevin W, Askey, sholl retain all common low statutory and other reserved rights, including the copyright for this document including represented designs and specifications. U Ow" PP=11 U E. VEL FLOOR PLAN Revision Planning Submittal 5.4.05 Planning Re —Sub 5.19.05 Bldg Dept Submittal 6.20.05 B.D. Re —Submittal 7.13.05 A M "w LOT 59 - TRACT 1727 Kevin W. Askey, shall retain oil common low statutory and other reserved rights, including the copyright for this document including represented designs and specifications. JOS NO.: 05-M8 SHEET ........... ..... ................ .... ... . .... FF 717-i 12 12 . ..... .... 41 4 777 12 J� PROVIDE A H16H, 6VARDRAIL SALWNY 4 v Eil 16 XT Y "LJ_ p L-JL_ r 77 9 .... ... .... ... . . ..... ... .. 00 '40: C' 48 '�§' I D,0'3 004:0 '10 0 �0 ("..0 .1�1' - - - - - - - - ® - F P—W I Q - --- ---- ... r r S T R E E T E L E 1 V"ff A T IN 'auk No SCALE SCALE R T H E L E A T 0 N on A E3 T E L E A T 1 0 N PROVIDE (9) 21' x 12" ATTIC NEA CLAW An ASPHALT SHINSLE BY VENTS A5OVE EAVE LINE O?eW91C4RNIN6v (OAKRIOSE40RO90) (OR Ewtv TO 5 S.P. OF OVER 2 LAYEWS TYrE 15 FELT 760 S.F. / 150 S.F. = 5.06 S. 3'-0" L INSTALL !E'ER P�19. RWU1RMC-NTS AT77C VENT RWUIRW INSTAU_ PER WDE REOUIRMENTS TABLE 15-13-1 I.CoS.O. OER-5449 j ;7'J 12 14 y"z 'c y_�y� L '2' CDD�"' J1,11'Cr, I 't IM Tr D T f�"f FLASH AND 6AXINTERFLASH AS NEC,6r:S5ARY IDE a HI M IL SA�CONY .......... ..... . . ...... . . ... ...... . . . ........ .... . ... .. .. 12 4 U_ 17- 77 L❑o❑ ❑oo0 HOMEOWNER NIEVES and DENISE PALACIO colo� A A A A Revision ZL Planning Submittal 5.4.05 Planning Re —Sub 5.19.05 Bldg Dept Submittal 6.20.05 AB.D. Re —Submittal 7.13.05 so A A MW SWOLE Lo%rw FAA&Y F_=12z_4V= F�K;l Kevin W. Askey, shall retain all common low statutory and other reserved rights, including the copyright for this document including represented designs and specifications. JOB NO.: 05-98 SHEET U-N "SAC "I• _0*749:� NIEVES and E i• FALACIO A A A A 0.12 Revision Planning Submittal 5.4.05 Planning Re —Sub 5.19.05 Bldg Dept Submittal 6.20.05 B.D. Re —Submittal 7.13.05 �F4 low Kevin W. Askey, shall retain all common ow statutory and other reserved rights, ncluding the copyright for this document ncluding represented designs and specifications. JOB NO.: 05-98 SHEET # R i • � ! t` # r # •� *' , : ! :' r • ,•. : is ,. it 1 �i • • r• I r .. ' 1 • I ► IR ! irr I r # • i ! • ! # r i ri i a ` • : • i I. . .R l "1r • ,- •; • {� , ;raar .. i' , •.`- , T ,a #. .. ! i,.r 1 r' 1 ' ! - 'r' r { , { -. ,- , ._{ ! 1. , ► a*Ir r; R r r •. _ ,;,� { : ;,; ♦ r:.: R rri' `"! ! 'r ' .a ra ! : I L 1' ;_) ; ►i R f" ::- ,-' !' i ♦- , s, is ''! . i : D 'i r ! • r i i a R ! r � �r r r - : • � r '' ' i- - -:- - _ -ir •' r `I` t i i '! i #` f i • r !i 1. # A 1 r. _"+ 1` 1'` • # , � :, j r i it " # ' •r ar mac. ��'.. .. i.: a •�•,.. �.. � r • �. ,...1. :.r... :: i.' i' ,•.. •' ` 1. ` r:. ' • • • 1 r 1 r 1 r s.. r I r 1 • r i # • • r • i i a f . y, klip-I&I-iff, list Al L y ,. . : ♦ 1' a • A i. b 2027 LJNWOW r i • C OW 4000 Revision �q Planning Submittal 5.4.05 Planning Re —Sub 5,19.05 C Bldg Dept Submittal 6.20.05 aB.D. Re —Submittal 7.13.05 r• A 111512-1121,111, r FAA&YIESIC Kevin W. Askey, sholl retain all common low statutory and other reserved rights, including the copyright for this document including represented designs and specifications. 0 9M 0 wa�• FXIEVZIOZ#� rj R C.J. 12 s3.s 0 4 S3.2 LINE OF WALL ABOVE SEE SHEET S2.2 n u N 0 C.J. 0 M1 4 ADDITIONAL BUILDING DEPARTMENT F0QNQAL1QN NQTES: 1. PRIOR TO REQUESTING A BUILDING SAFE7Y DIVISION FOUNDATION SHALL INSPECT ! -, • ► , EXCAVATIONS PROVIDE, OF •REPORT RESPONSIBLETHE LEGALLY r DESIGNER. THE REPORTS ARE • BE SUBMITTED TO AND ACCEPTED BY THE BUILDING DIVISION PRIOR TO CALLING FOR FOUNDA77ON INSPECTION 3 HOLDOWN CONNECTOR BOLTS INTO THE WOOD FRAMING REQUIRE APPROVED PLATE WASHERS, AND HOLDOWNS JUST PRIOR TO COVERING MEMBER4. SILL PLATES SUPPOR71NG SHEARWALLS WITH LATERAL LOADS GREATER THAN 350 POUNDSIFOOT REQUIRE A 3—INCH NOMINAL OR GREATER r TABLE :. SCHEDULESEE SHEARWAL DETAIL 5. FOUNDATION ANCHORBOLTS IN WALLS SHALL HAVE AN APPROVED UNDERPLATE WASHER AND THE NUTS SHALL BE TIGHTENED JUST O. TO COVERING THE WALL FRAMING. PLATE WASHERS A MIN. , • , ;; EACH ; • Eq ...THIS pjjAN KkS BEEN REVIEWED HAnRjN. G E`EE:, E INEE, INC. & E E E CONFoRNTY ,ARS TOrtr#.IONSgif 07R T L pEN&TATION AS TO 12" WIDE CMU � � i� , RETAINING WALL. ESI U.N.O. CAI. ` HI SEE DETAILS NOTED NO. <z DATE Et ��.GEOLOGIST E.G.N.O. E s'f ■ FOUNDA TION P A. 1 —C rE x 12* THICK CONT FOOTING EACH WAY 0 :/ Q -`! FOOTING wl 8OTr0M LAYER SQUARE. ,., F007ING o/c EACH WAY 0 BOTTOM r 0/c EACH WAY 0 BOTTOM CONT FOOTINGr o/c EACH WAY 0 BOTTOM CONT CONCRETE, •BELOW LONG., CONT 0 BOTTOM LAYER — SEE DETAILS FOR ADDL. REINF. TYPICAL 0 PERIMETER, UNLESS NOTED OTHERWISE <�> 8'-0" WIDE x l'-2* THICK CONT CONCRETE FOOTING, BELOW LONG., r 0 BOTTOM LAYER — SEE DETAILS FOR ADDL. REINF. I-ONG CONT, # ► BOTTOM ABOVE0 LINTEL, i f CONCRETENEW 4- MIN, THICK ON r 0 18" o/c, EACH WAY, 0 0- SLAS, OVER 2" CLEAN SAND OVER ! OVER r OVER 91' COMPACTED GRADE PER SOILS REPORT. PRE —MOISTEN GRADE TO DEPTH WITHIN 24 HRS OF PLACING THE VAPOR REPORT.BARRIER, SEE SOILS c M a 1!r and iaN • PALACIO 2027 UNWOOD CA 927V OW 40-00 Revision APlanning Submittal 5.4.05 Planning Re —Sub 5.19.05 Bldg Dept Submittal 6.20.05 B.D. Re —Submittal 7,13.05 CONWLTANTS 1. SEE GENERAL NOTES ON S1.1 FOR ADDITIONAL INFORMATION V UNFEW NOT SHOWN HERE 1% 2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS, AND (79) 573-0570 BUS CONDITIONS PER ARCHITECTURAL DRAWINGS PRIOR TO ANY (79) 573FAX FABRICATION AND%OR CONSTRUCTION. DO NOT SCALE DRAWINGS. NOTIFY ENGINEER OF ANY DISCREPANCY, IF ANY, AT ONCE. 3. CONTRACTOR SHALL VERIFY ELEVATIONS OF FOOTINGS AND SLABS WITH ARCHITECTjCMLjSOILS ENGINEER PRIOR TO ANY FABRICATION ANDjOR CONSTRUCTION. NW8ffiKXE RAA&Y I 4. CONTRACTOR SHALL PROPERLY SHORE ALL MEMBERSjSTRUCTUR FOR ALL POSSIBLE LOADING CONDITIONS AS REQUIRED DURING THE CONSTRUCTION PROCESS. FKW 5. CONTRACTOR SHALL COORDINATE ARCHITECTURAL, CIVIL, GEOTECHNICAL, MECHANICAL, PLUMBING, AND ELECTRICAL. TRADES. 6. ALL BEARING AND SHEAR WALLS, ANCHOR BOLTS AND HOLDOWN RESIDENCE ANCHORS SHALL BE LOCATED BY FRAMING CONTRACTOR PER ARCHITECTURAL PLANS AND STRUCTURAL DETAILS, TIED BY 2027 LW#000 AYE CONCRETE CONTRACTOR IN —PLACE AND SHALL BE INSPECTED A ANA, CA. BY CITY INS R PLACEMENT OF ANY CONCRETE 7. SEE DETAIL 121S3.3 FOR TYPICAL SLAB LOT _ iR4CT f127 CONTROL,/CON5ST RUCTION JOINTS. SEE` DETAIL 3jS L P P EM77ON Kevin W. Askey, shall retain all common THROUGH FOUNDATION. low statutory and other reserved rights, including the copyright for this document 9. SEE DETAIL 1 jS3.1 AND 2jS3.1 FOR TYP. REBAR SPLICE including represented designs and specifications. AND HOOK DETAILS. �r POURED IN PLACE CONCRETE CURB SEE DETAILS NOTED 2x STUD WALL — SEE ARCH DWGS KEYNOTE CALLOUT — SEE ADJACENT SHEARWALL CALLOUT X SEE SHEARWALL SCHEDULE — S5.1 x'—x" LENGTH OF SHEARWALL HOLDOWN CALLOUT SEE SCHEDULE AT LEFT WOOD POST G.J. r S 2.1 S3.1 2 S3.2 7 S3.2 " Fes• 6 C.J. 12 53.3 12" WIDE CMU RETAINING WALL TYP, U.N.O. SEE DETAILS NOTED 0 4 31 (ZS3.2 <3 4 S3.2 LINE OF WALL ABOVE SEE SHEET S2.2 1 C.J. 12" WIDE CMU RETAINING WALL TYP, U.N.O. SEE DETAILS NOTED 0 i 1. PRIOR TO REQUESTING A BUILDING SAFETY DIVISION FOUNDATION INSPECTION, THE SOILS ENGINEERfGEOTECHNICAL CONSULTANT , SHALL INSPECT AND APPROVE THE FOUNDATION EXCAVATIONS i 2. PROVIDE TWO COPIES OF A COMPACTION REPORT CERTIFIED BY THE LEGALLY RESPONSIBLE BUILDING DESIGNER. THE REPORTS , ARE TO BE SUBMITTED TO AND ACCEPTED BY THE BUILDING SAFETY DIVISION PRIOR TO CALLING FOR FOUNDATION INSPECTION , 3. HOLDOWN CONNECTOR BOLTS INTO THE WOOD FRAMING REQUIRE a APPROVED PLATE WASHERS, AND HOLDOWNS SHALL BE TIGHTENED JUST PRIOR TO COVERING THE WALL FRAMING 4. SILL PLATES SUPPORTING SHEARWALLS WITH LATERAL LOADS GREATER THAN 350 POUNDS/FOOT REQUIRE A 3—INCH NOMINAL OR GREATER MEMBER — TABLE 23-11-1-1, FOOTNO #3 SEE SHEARWAL SCHEDULE — DETAIL 2 S5.1 5. FOUNDATION ANCHOR BOLTS IN WALLS SHALL HAVE AN APPROVED PLATE WASHER UNDER EACH NUT, AND THE NUTS SHALL BE TIGHTENED JUST PRIOR TO COVERING THE WALL FRAMING. PLATE WASHERS A MIN. OF 2" SQ. x 3116" THICK SHALL BE USED 0 EACH BOLT. - SEE 4 Ow "_41=511=0111 18" WIDE x 12" THICK CONT FOOTING wf 14"s 0 12" o/c EACH WAY ® BOTTOM - TYP 0 STAIRWAY WALLS 2'-0" SQUARE x 1'-2" THICK CONCRETE PAD FOOTING wf #4 s 0 12" ofc EACH WAY" 0 BOTTOM LAYER 3'-0" SQUARE x 1'-2" THICK CONCRETE PAD FOOTING w/ #4's 0 12" ofc EACH WAY 0 BOTTOM LAYER 4'-0" SQUARE x 1'-2" THICK CONCRETE PAD FOOTING wf #4's ® 12" o/c EACH WAY 0 BOTTOM LAYER EXTEND CONT FOOTING PER PLAN x 1'-2" THICK w/ #6's +fit 12" % EACH WAY ® BOTTOM LAYER 5'-7" WIDE x 1'-2" THICK CONT CONCRETE FOOTING, BELOW SLAB wf 17's 0 12" %, TRANS. & (5) #4's, LONG., CONT o BOTTOM LAYER — SEE DETAILS FOR ADDL. REINF, TYPICAL 0 PERIMETER, UNLESS NOTED OTHERWISE 8'-0" WIDE x 1 '-2" THICK CONT CONCRETE FOOTING, BELOW SLAB wf #7's 0 12" o/c, TRANS. & (8) #4's, LONG., CONT 0 BOTTOM LAYER - SEE DETAILS FOR ADD'L. REINF. (2) 15 x 12'-0" LONG CONT, TOP AND BOTTOM 0 LINTEL, ABOVE WINDOW `✓ NEW 4" MIN, THICK CONCRETE SLAB ON GRADE wf 13's 0 18" %, EACH WAY, ® ;_ SLAB, OVER 2" CLEAN SAND OVER 10 MIL VISQUEEN, OVER 2" CLEAN SAND OVER 90% COMPACTED GRADE PER SOILS REPORT. PRE -MOISTEN GRADE TO 12" MIN DEPTH WITHIN 24 HRS OF PLACING THE VAPOR BARRIER, SEE SOILS REPORT. 1. SEE GENERAL NOTES ON S 1.1 FOR ADDITIONAL INFORMATION NOT SHOWN HERE 2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS, AND CONDITIONS PER ARCHITECTURAL DRAWINGS PRIOR TO ANY FABRICATION ANDfOR CONSTRUCTION. DO NOT SCALE DRAWINGS. NOTIFY ENGINEER OF ANY DISCREPANCY, IF ANY, AT ONCE 3. CONTRACTOR SHALL VERIFY ELEVATIONS OF FOOTINGS AND SLABS WITH ARCHITECTfCIV2fSOILS ENGINEER PRIOR TO ANY FABRICATION AND/OR CONSTRUCTION. 4. CONTRACTOR SHALL PROPERLY SHORE ALL MEMBERS/STRUCTURE FOR ALL POSSIBLE LOADING CONDITIONS AS REQUIRED DURING THE CONSTRUCTION PROCESS. 5. CONTRACTOR SHALL COORDINATE ARCHITECTURAL, CIVIL, GEOTECHNICAL., MECHANICAL, PLUMBING, AND ELECTRICAL TRADES. 6. ALL BEARING AND SHEAR WALLS, ANCHOR BOLTS AND HOLDOWN ANCHORS SHALL BE LOCATED BY FRAMING CONTRACTOR PER ARCHITECTURAL PLANS AND STRUCTURAL DETAILS, TIED BY CONCRETE CONTRACTOR IN —PLACE AND SHALL BE INSPECTED BY CITY INS R 0 PLACEMEN�OF ANY CONCRETE 7. SEE DETAIL 12fS3.3 FOR TYPICAL SLAB CONTROL%CONSTRUCTION JOINTS. S. SEE DETAIL 3/S3.T r0R—TfP7CAL`MPE" PE1RETRATION THROUGH FOUNDATION. 9. SEE DETAIL 11S3.1 AND 2f S3.1 FOR TYP. REBAR SPLICE AND HOOK DETAILS. C.J. POURED IN PLACE CONCRETE CURB SEE DETAILS NOTED 2x STUD WALL. — SEE ARCH DWGS KEYNOTE CALLOUT — SEE ADJACENT SHEARWALL CALLOUT SEE SHEARWALL SCHEDULE -- S5.1 LENGTH OF SHEARWALL HOLDOWN CALLOUT SEE SCHEDULE AT LEFT WOOD POST SLAB CONSTRUCTIONf CONTRACTION JOIST SEE DETAIL 12 53.3 Revision APlanning Submittal 5.4.05 Planning Re —Sub 5.19.05 21 Bldg Dept Submittal 6.20.05 B.D. Re —Submittal 7.13.05 ASKEY DESIGN KEM W. ASKEY 1*0 BOX 223 fNAFOfVEST, CA 92378 26M AUMWA LAKE A MW eW, CA W= (909) 33+B-vB77 OX) 206 6 A Kevin W. Askey, shall retain all common law statutory and other reserved rights, including the copyright for this document including represented designs and specifications. S2x1 n I te� � � M � 0 1 musi WETET1 s.2 a � ! 0/1 or {' I II ti T .�.es s_ wsw wvww w...�wr aavrea _m,wsn r+r Fill A m■nFREN II fly � a I I a j 2 4x1 2 w ME,qw FAM R [a 610, ro K 1. AiLOWABLE NOTCHING1 BORING OF OF PRE -MANUFACTURED f•# JOIST PER JOIST# MFR CATALOG NOTCHING2. OF ' •' AND BEARINGINONBEARING NOT r 25X/40X RESPEC71VELY. BORED HOLES NONBEARING WALLS SHALL NOT EXCEED 4OX16OX RESPECTIVELY NO CASE SHALL 774E EDGEOF • ' r HOLE NEARER THAN TO THE EDGEr 3. HOLDOWN CONNECTOR BOLTS INTO T14E WOOD FRAMING REQUIRE APPROVED PLATE WASHERS, AND HOLDOWNS SHALL BE 77GHTENED JUST PRIOR i COVERING SUPPORTING4 SILL PLATES LOADS THAN 350 POUNDSIFOOT REQUIRE A 3-INCH NOMINAL OR GREATER MEMBER - TABLE 23-11-1-1. F007NO SCHEDULESEE SHEARWAL DETAIL UNDER5. FOUNDATION ANCHOR BOLTS IN WALLS SHALL HAVE AN APPROVED PLATE WASHER i THE NUTS SHALL BE 77GHTENED PRIORJUST TO COVERING THE WALL FRAMING. PLATE WASHERS A MIN. OF 2' SQ. x 3116" THICK SHALL BE USED 0 EACH BOLT. SEE ROOF DIAPHRAGM1 BE INSPECTED BEFORE COVERING STUDSFACE GRAIN OF PLYWOOD SHALL BE PERPENDICULAR TO SUPPORT::F-%--- f. f FLOORS ROOF AND CEILING MUST BE 3x4 OR 2x6 • i. NEW fCONT ••CONT :• • • TOP wl 6' THK STEM WALL FIRS On r° x MING P"LAN DENISE PALACIO pSTRUCTURAL. ..r - FULLY BLOCKED, GLUED AND "LED wl 10d NAILS iPENETRATION INTO SUBFR4MING, SEE DETAIL 4 4 SANTA 4, 92771 DOUBLE JOIST• • ADJACENT ^ UNDER."R OR '#ABOVE ,r v,� r LINE OF t ABOVESTUD WALL FLOOR) DWGS Revision (2) #4 x 48- LONG DOWELS wl 24- EMBED INTO CMU WALL li� IA\ Planning Submittal 5.4.05 &Planning Re NEW 18* r DEEP CONT.i iR Bldg Dept Submittal 6.20.05 . • r•LOCATION wl • •, B.D. Re -Submittal 7.13.05 NEW 4" MIN THICK CONCRETE SLAB ON r RETARDER OVER 2" SAND OVER 9OX COMPACTED GRADEVAPOR .•. FULL DEPTH t 1BLOCKING UNDER DEPTHFULL • # i ' 111.2 NEW : ,A.B.o/c, ASKEY D. SM -# BOX 223 FAfRXVW, CA 92378 4 ri-fr 4MING GENERAL •..93W-5077 1. CONTRACTOR OPTION + SHEET WALLS AWAY FROMr: 903 WOOD • MATCH THICKNESS OF SHE4RWALL STRUCTURAL PANEL NAILING FOR THIS PANEL SHALL BE S, STRUCTURAL t �w;ti ALL STUDS2. PLUMBING WALL • BE 2 x 6 t •U.N.O. INTEGRAL .3. ALL EXTERIOR HEADERS SHALL BE 4 x 6. DF-L NO. 2, U.N.O. COMULTAN78 4. CONTRACTOR r NEW DIMENSIONS, , R ELEVA77ONS, AND CONDMONS SHOWNON IO TO ANY FIVW CA 9M FABRICATIONr +^ CONSTRUC77ON N077FYOR ARCHITECT IF THERE ARE ANY r 05 . fr 6. FOR ADDMONAL DIMENSIONS,ELEVATIONS.r r1- r•, LOCA71ONS,ar 7- ALL WALL STUDS SHALL BE 2 x 4 ► NO. 2 STUDS s 8. FOR ALL SHEARWALL INFORMATION SEE SHEET S5.1 FOR FLOOR SHEATHING,t•r OR ORIENTED STRAND BOARD (OSB) AS CALLED OUT ON PLANS DECK FLOOR SHE47HING SHALL NOTOSS 10- FOR TYPICAL ROOF AND FILOOR FRAMING DETAILS, SEE SHEET 11- ALL •tr POSTS SHALL BE 4 x 4 ► NO. 1. U.N.O. 12. TREATED WOOD SHALL BE USED WHERE LOCATED 13- SHEAR PANEL INSPECTIONS ARE REQUIRED PRIOR TO CONTRACTOR • SCHEDULE FOR SHEAR PANEL k JOISTS14. r AND PARALLEL TO BEARING WALLS SHALL BE PAS POST ASOVE BEAM SHEARWALL CALLOUT X SEE SHEARWALL SCHEDULE -- S5.1 x'-x" LENGTH OF SHEARWALL HOLDOwN CALLOUT SEE SCHEDULE AT LEFT WOOD POST 214 0111 11�` 4 x 6 POST wl SIMPSON "HD2A" HOEDOWN --SEE '_7 F21 4 x 6 POST w% SIMPSON "HD5A" HOEDOWN -SEE Fj] 4 x 6 POST wf SIMPSON "HDBA" HOEDOWN -SEE 7 8 SCALE S3 4 53.2 I n L c / i.. 0 gAl A moiz Kevin W. Askey, shall retain all common law statutory and other reserved rights, including the copyright for this document including represented designs and specifications. FyP.-31- Fu \_, -. �. ) - FIRST FLOOR FRAMING PLAN b2.2 ,Oft_ ai EC 0"N'D ra"'L 0 Offfil FRA MING F7E: 4ATION, SUCH AS POST �D HOLDOWN STRAPS, IVFORMAITKft-t i ON F ON ffioum ERedlim 99i' 9 HOA�M PIALAN KEYNOTES NIE VES and j- THICK STRUCTURAL -1 T & G PLYWOOD (Pit 32116), FULLY BLOCKED, GLUED AND M41LED wl 1 Od NAILS DENISE 0 0ON 6*, 6" 1*0 ALL W/ 1j" MIN NAIL PENETRA77 INTO SUBFRAMING, SET DE7A1Lr7"ii"\ PA"C10 -111- Tit' 2 10 PRO- FLOOR JOISTS 0 16- o/c 2027 UWOM SAWA AM -11P TJI 230 PRO- FLOOR JOISTS 0 12- o/c CA 92771 2 x 10 DF-L, No 2 DECK JOISTS 0 16" o/c (RIP DOWN FOR SLOPE) C OW 429-VW FULL DEPTH CONTINUOUS TJI BLKG wl WEB STIFFENERS 0 EACH END TJI PARALLAM 7* x 1111, 2.0 E Revision SHAD-ED AREAS REPRESENTS: Planning Submittal 5.4.05 2 x 6 DF-L. No 2 `SLEEPER JOISTS' FOR *BUILT-UP' &Planning Re —Sub 5.19.05 FLOORING wl I " THK STRUCTURAL I PLYWOOD W/ 8d NAILS . . . ....... ........... 0 6- 6- , 12- o/c wl (2) ROWS OF BLKG Bldg Dept Submittal 6.20.05 THICK STRUCTURAL -1 7# T & G PLYWOOD (P11 32116), B.D. Re —Submittal 7.13.05 FULLY BLOCKED, GLUED AND NAILED wl 10d NAILS 0 6*, 6*0 101, A" wl 1j* MIN NAIL PENETRATION INTO SUBFRAMING, SEE DETAILK�7� NO = AUQWM 0 1 DOUBLE JOIST — GLUED TOGETHER 6 DF 1, No 2 LOW' ROOF RAFTER 0 24' o/c, TYP FOR ROOF SHEATHING SEE SHEET S2.4 4 x 6 DF—L, No 1 HIP BEAM wl SKEWED SIMPSON "HLIC46 HANGER TO 4 x 8, No 1 CRIPPLE POST IN UPPER FLOOR WALL 0 (2) A35 0 CORNER POST BELOW BEAM FULL DEPTH CONT. TJI 8LKG IN SIMPSON HANGER 0 EACH TYPICAL UNDER WALL ASKEY DESM DOUBLE — `11 is TJI 230 PRO" FLOOR JOISTS 0 16'w q;�',71 KEM W ASKEY TYPICAL UNDER WALL UNDER FOOTPRINT OF *JACCUZI—TUB'* P0 9DX 293 . It— RMFOFNMT, CA 92WR 26= AUGUffA FRAMING" GENERAL NOTESS Li ANWW4MQ C& MW 1. CONTRACTOR HAS THE OP77ON TO SHEET WALLS AWAY FROM (714) 200-W4; SHEARWALLS wl WOOD PANELS TO MATCH THICKNESS OF SHEARWALL STRUCTURAL PANEL. NAILING FOR THIS PANEL SHALL I BE 8d NAILS 0 12" SPACING. 2. ALL PLUMBING WALL STUDS TO BE 2 x 6 DF—L NTE43RAL COAWLTANTS 3. ALL TERIOR HEADERS SHALL BE 4 x 6, DF—L NO. Z U.N.. EXO 4- CONTRACTOR SHALL VERIFY ALL EXIS77NG AND NEW DIMENSIONS, V LYNFEW ELEVATIONS, AND COND177ONS SHOWN ON PLANS PRIOR TO ANY VAYF, CA. 92M FABRICA77ON ANDIOR CONSTRUCTION. NOTIFY ENGINEER OR ARCHITECT IF THERE ARE ANY DISCREPANCIES (79) 573-0670 SW (714) 523-OW FAX 5- FOR GENERAL NOTES, SEE STRUCTURAL NOTES SHEET S 1. 1. 6. FOR ADDITIONAL DIMENSIONS, ELEVATIONS, AND DOORIWINDOW LOCATIONS, SEE ARCHITECTURAL DRAWINGS. 7- ALL WALL STUDS SHALL BE 2 x 4 DF—L, NO. 2 STUDS 0 16 NwaNCLE o/c, U.N.O. Vi FAA&Y Pit= 19 XF 8. FOR ALL SHE54RWALL INFORMATION SEE SHEET S5.1 A 9. FOR FLOOR SHEATHING, USE STRUCTURAL "I" PLYWOOD OR ORIENTED STRAND BOARD (OSB) AS CALLED OUT ON PLANS. PA"Clo DECK FLOOR SHEATHING SHALL NE BE OS8 10. FOR TYPICAL ROOF AND FLOOR FRAMING DETAILS� SEE SHEET RESIDENCE S3.1. 2027 L0fW000 AVE 11- ALL WOOD POS7S SHALL BE 4 x 4 DF—L, NO. 1. U.N.O. SANEA AAK CA 12 TREATED WOOD SHALL BE USED WHERE LOCATED 6" TO EARTH LOT 50 - 7RACT r127 SHEAR PANEL INSPECTIONS ARE REQUIRED PRIOR TO qWCE"ENT. CONTRACTOR TO SCHEDULE FOR SHEAR PANEL Kevin W. Askey, shall retain all common !aw statutory and other reserved rights, 11 including the copyright for this document SHALL BE 'I 14. JOISTS UNDER AND PARALLEL TO BEARING WALLS 11 i� including represented designs and specifications. DOUBLED. I; D 2x STUD WALL - SEE ARCH DWGS KEYNOTE CALLOUT - SEE ABOVE PAIR POST ABOVE BEAM SHEARWALL CALLOUT X SEE SHEARWALL SCHEDULE - S5 1 xo-x* LENGTH OF SHEARWALL 0 10 wo yxg .1 m .1 HOLDOWN CALLOUT SEE SCHEDULE AT LEFT WOOD POST Ni. SECOND FLOOR FRAMING PLAI"kf JOB NO.: 05-98 SHEET ROOF FRAMING 2 x 12 DF-L, No 2 ROOF RAFTERS ® 24" O/C 1N 'SIMPSON" HANGERS 1/2" THICK CDX PLYWOOD (P.I. 24/0) w/ 8d NAILS Q 6 ; 6 ; 12" %, UNBLOCKED, SEE DETAIL 53.1 "SIMPSON" MSTA36 - BETWEEN CLG BM AND TOP PLATE SHADED AREA REPRESENTS "CALIFORNIA FRAMED" ROOF 1 x 6 SHIPLAP OVERHANG 2 x 14 DF L, No 1 RIDGE BOARD &—Ou MAX SPAN i x 4, 02 ! 16n .1. 14'-Oa HM SPAN 2 x 6, 02 * 16n ole 10'-0" MAX SPAN 2 x 8, #2 0 16' olc 23'-00 MAX SPAN 2 x 1®, $2 * 16" olc R? 1. CONTRACTOR OP77ON TO SHEET WALLS AWAY FROM •O) PANELS TO MATCH THICKNESS OF SHEARWALL STRUCTURAL PANEL. NAILING FOR THIS PANEL SHALL BE :• 2. ALL PLUMBING WALL STUDS TO BE 2 x 6 DF-L NO. 2 4 16" o/C, U.N.O. 3. ALL EXTERIOR HEADERS SHALL BE 4 x 6, DF L NO. 2, U.N.O. 4• CONTRACTOR SHALL VERIFY ALL EXISTING AND NEW DIMENSIONS, ELEVATIONS, AND CONDITIONS SHOWN ON PLANS PRIOR TO ANY FABRICATION ANDIOR CONSTRUCTION. NOTIFY ENGINEER OR ARCHITECT IF THERE ARE ANY DISCREPANCIES, 5• FOR GENERAL NOTES, SEE STRUCTURAL NOTES SHEET S 1.1, 6. FOR ADDITIONAL DIMENSIONS, ELEVATIONS, AND DOOR/WINDOW LOCATIONS, SEE ARCHITECTURAL DRAWINGS. 7. ALL WALL STUDS SHALL BE 2 x 4 DF=-L, NO. 2 STUDS 0 16" o/C, U.N.O. 8. FOR ALL SHEARWALL INFORMATION SEE SHEET S5.1 9. FOR FLOOR SHEATHING, USE STRUCTURAL 11" PLYWOOD OR ORIENTED STRAND BOARD i OUT ON DECK FLOORWI OSB f FoR TYPICAL ROOF AND FLOOR FRAMING Dams; 11- ALL WOOD POSTS SHALL BE 4 x 4 ! NO. .. i i i i` • i i ih i Y i! JOISTS14 i i' PARALLEL TO BEARING WALLS SHALL BE DOUBLED. —_2x STUD DWGS 0 KEYNOTEiABOVE SEE SHEARWALL i 6LENGTH OF HOLDOWN CALLOUT SEE SCHEDULE AT LEFr •fi 'i' 4 x 4 POST w/ SIMPSON "CS 18" STRAP -SEE 8 S3.4 Q 4 x 4 POST w/ SIMPSON "CS22" STRAP -SEE 8 S3 4 Q 4 x 4 POST w/ SIMPSON "ST6224" STRAP -SEE 8 53.4 D 4 x 4 POST w/ SIMPSON "HD2A" TO W BEAM —SEE 9 53.4 NIEVES and DENISE PALACIO Revision Planning Submittal 5.4.05 Planning Re —Sub 5.19.05 Bldg Dept Submittal 6,20.05 B.D. Re —Submittal 7.13,05 D =i:_ A ... lop. & =A A r♦ Kevin W. Askey, shall retain all common low statutory and other reserved rights, including the copyright for this document including represented designs and specifications. SHEET E� t FOR SIZE AND SPACING — -�-Il OF JOISTS f RAFTERS !! !i Il SHEATHING PER PLANS SEE PLANS 1 () l! it I I li MIN. THIN• x 4' REBAR TO MATCH CONT. FIG. REINF. BOUNDARY NAILING B.N. ONT I I I I I I I i i i t I I It 10 BOUNDARIES & i1 1 1 EDGE DISTANCE fYP PANEL EDGES, PER PLAN () (! !� I Il li 1! !I 11 ALL JOINTS I H 11 li li 11 IC I $ LONG DIMENSION OF SHEATHING II it Il !I II To RUN PERP• TO JOISTS II i� Il it I !i (1 i! li ! i Il 11 !i I $� .o $ MIN EDGE DISTANCE ! II 1! I II 11 I !1 1 ALL NAILING a ii Ili 11 $ $ INTERMEDIATE NAILING ( I I I! I I ! 1 1 1 11 I# !! n ! I (FlELD NAILING, F N.) it li li it it it 11 li II IIit EDGE NAILING (E N.) l IC 1 !! 1C 1! 11 !! 11 L J i_ -- - 2 X "S" MIN. "X" = 1.5 "H" 36 BAR 0 LAP z 15 MIN. TYP. v N w 0" CANT• FOOTING REINF: v (PROVIDEDN SPLICE LENGTH CONCRETE r f • ' SPLICE LENGTH IN INCHES 'Eirf •.: - • 30v ► m��m'�mm IM Emma I—M ' � M®m M Wft • • • r'��mm�m�mmmmm • III • II � ..' ����%��������% STAGGER JOISTS �•COMPRESSION PRIORI. SHEATHING TO BE INSPECTED , • • DOWEL COVERING db DIAMETER OF REBAR 2. STAGGER NAILS WHEN NAIL SPACING IS 2- O/C OR o/c TYPICAL STEPPED FOOTING DIAPHRAGE"NT SHEATHING LAYOUT I I ASS B REBAR SPLICE k +'STANDARD HOOK DETAILS 2-16d 3-16d ♦ f _ JOISTS '4 �D 4 A. _- 4 C.➢ 1 L➢i➢ 07wiLl C°®➢ t^E C, 4 C.➢ A% 9 / ,, 0-Finished kw1de Bend Diameter Hooks UNLESS SPEC • ON PLAN 2-8d EA. SIDE 01 4'-0" % WOOD POST 16d TOE NAIL DBL. STUDS EA. SIDE PLYWOOD EDGE NAILING PER PLAN 0 EA. SIDE 4db or OF OPNG. MORE FULL HGT. 0 PLYWOOD CANT. 2 x THAN 4'-0" WIDE SH WALLS "SIMPSON" A35 3- 16d TOP IL's SILL PLATE 0 EA• SIDE I n ( I Bar Dimensions of` aiandord 180-degree hooks 011 ,modes Dimensiona of stondord roe hM amu -s size A or G J D A or G D 5& 3m . 214 4 691 4jo 8W 3 ? 5 33140 10, 334 81F6 1'-2 11 a -- 1'-4 6 19=31011 3 4 9 1 2 1 -P 9 1 2 10 1'Z:5-0 1-1 1 4 103140 1=10 10 314 11 ) - ) 4 3 4 12 2'-0 12 14 2 -3 1 -9 3 4 18 1 4 2 -7 18 1 4 is 3 -D 2 -4) 2 N24 3'-5 11 24 I L—MDR. SEE PLAN I 4 ff For %�,#4 j►S — enp Tab STAGGERED ofC I - `'r �" ' For •#s - 12� (� CONT. 2 x `... -�- :_ .-,-.-r�-,-,-,- 2--1 Nd--''� I I ( 11 2x - CRIPPLE* I A JOISTS ©a a s 1 I i O ° © .� �. I ( TOP R s 2nd FLOOR 3rd FLOOR C6e I➢ f 16d 0 8" 16d ® 16" CONCRETE FOOTING, I milli III SEE PLAN STIRRUP L IL L,,,,-B 16d 16` 16d 16" (Tre Ends SiOmaKar) SEISMIC S7IRRUP171E �1 `-- x �" DIA. SILL BOLTS 1 - 2X (STUD WIDTH) 4'—Q" 3-SILL PLATE 48` �fc, L1•N,0•, C 3-16d 3-16d 2 - 2 x (STUD WIDTH )OVER 4'-0" a * USE (2) 2x -CRIPPLES FOR SPAN OVER 4'-0" SHEARWAELL SCHEDULE p 5-16d 3-16d NOTE. THE ABOVE DETAIL APPLIES AT BEARING AND NON -BEARING STUD WALLS R FT.Wa MyTAMl7 rAUM mAMNWAM t3i�'Si E�13�3i� r�lovdmv�m r��r�i:�►,�i�. STANDARD REBAR HOOK TYPICAL WALL EL'BEVATIOSCALE:S T L PLA I& NONAMISRS SCALE. SCALE: raaIasi NTS rao-az2 NTS voo-osr NTS N.T.S. FLOOR SHEATHING B.N. PER FRMG PLAN *SIMPSON" ST6236 WOOD BEAM PER BEAM JOINT W WOOD POST FRAMING PLAN WHERE OCCURS PER PLAN 2x STUD WITH TREATED D.F. SILL PIPE TRENCH SHALL BE PLATE Wf " 0 x 6" LONG LOCATED SO THAT FTG< "SIMPSON" A35 A3. 0 48 o/c OR 7 32" 0 WILL NOT BE UNDERMINED " SHOT PINS w/ 4 GA TYP EACH SIDE " " NO PIPES SHALT PASS PIPE THROUGH " • x 2" DISC OR 0 WASHERS S PORTION 71NG ALL i -6 THROUGH 7741 FO W +� 3 -Q o/c UNLESS NOTED OF FOOTING MIN, TYP. STUDS BOTTOM PLATE OTHERWISE ON PLANS tJ o C A_ © o oi SEE FOUNDATION PLAN FOR SLAB & REINF. .. FOOTING WALL o FOOTING o "" " a) " f 1 srMPSON CC COL.. CAP x x x x "SIMPSON" "ECC" COL CAP BEAM OR MULTIPLE JOIST PER FRMG PLAN tty Z N0 EXCAVATION FLOOR JOIST WOOD POST PER (---4-- —) 1 METAL SLEEVE g ALLOWED BELOW PER PLAN - - DIA• EQ. PIPE THIS LINE FRAMING PLAN O.D. +1" +-L 2'-0" DOUBLE BLOCKING MIN. PLACE CONC. FILL AROUND SLEEVES A NOTE: BEFORE PLACING FIG. MAKE SAME NO FOR PIPE 36" OR LESS BELOW WIDTH AS FIG. &FUL WIDTH TE: FTG., PROVIDE SLEEVES AND CONC. L WOOD POST 4 x 4 POST - SIMPSON CC44 wj (4) 1` BOLTS IN ADD177ON TO "SIMPSON A35 CONNECT POST TO PLATE wf: OR DBL STUD SHOT PINS SHALL NOT As SHOWN. FOR PIPES MORE THAN OF PIPE TRENCH 6 x 6 POST - SIMPSON CC66 wl (6) " BOLTS A. (4)16d TOE NAILS FOR 4x4, 4x6 POSTS oN CURB FOR WITHIPLATE 36" BELOW FTG., No CONC. REQ'o. 6 x 8 POST - SIMPSON CC86 wf (6) j" BOLTS B. (6)16d TOE NAILS FOR POST 4x8 OR LARGER WHERE NO F 0T7NGS IS UNDER SPECIFICALLY ICHO SN OF EDGE OF CONC. SLAB FOR 8x BEAM OR/ SIMPSON CC66 w/ (6) ` BOLTS FOR 54" WIDE BEAM. OR NOTED. WOOD BEAM TO POST t"WOWN SCALE: S • PARMITION SE*PIPES GH TINGSSCALE. rao-oas NTS roo-a5a 0e W VV NTS raa-osz INTr NTS N.T.S. 1"01460*11walb EE • and DEz ISE Revision L ^ Planning Submittal 5.4.05 Planning Re -Sub 5.19.05 Bldg Dept Submittal 6.20.05 AB.D. Re -Submittal 7.13.05 ` I � • rX .r c ffgj_wa� � n 2WLWWOWAVE LOT % - 'fffiAC:'C 1727 Kevin W. Askey, shall retain all common law statutory and other reserved rights, including the copyright for this document including represented designs and specifications. n r ` S3x1 t �; '� III♦�u� � �� STUD OR WOOD "SIMPSON.- HOLDOWN, SEE POST wj — FDN. PLAN &SCHEDULE BELOW SHEARWALL E N., SHEARWALL—WHERE 2x STUD 0 16- a/c SEE FDN. PLAN I PIPE COLUMN OCCURS PER PLAN ASTM A36 ROD w/ THREADED I I AND SCHEDULE PRESSURE TREATED END PER FDN PLAN SILL PLATE SLAB PER I 3x PRESSURE TREATED SILL R SLAB PER _ (N) D.F. 11 POST I CONC SLAB w/ 0 x 1O LG A. BOLT 0 FDN PLAN " " FDN PLAN PER PLAN CONC. SLABjC:URS, SEE FDN. CONC. SLAB, SEE PLAN I I PER PLAN 48" a/c w/ " x 2" x 2" SIMPSON "CB" BASE FDN' PLAN - " WASHER, U.N.O. IN S.W.CHED. 1 NON —SHRINK i 1 3 j18 w% (2) " 0 THRU—BOLTS CONC. WALL FTG. OR PAD GROUT I t To POST - FIG., SEE FDN. PLAN ( I 1 1 � HEX HEAD BOLT OR NUT & I I . WASHER co I I ..,,....... A� BOTT. OF FTG . � � ... NOTE. E: FOR SIZE OF CONCRETE ANCHOR, WOOD POST/STUD BOLTS AND z INSTALLATION INSTRUCTIONS SEE UFAC7URER'S LATEST °- Ct " E PLATE" 2" CLEAN SAND OVER VAPOR 1 CATALOG v w/ 4) " A. BOLTS BARRIER OVER 2 CLEAN SAND I I HOLDOWN SCHEDULE "' "� TOP OF FIRM NATURAL GRADE BED _ EM'b" ALTERNATE OR APPROVED COMPACTED FILL T— " — IN FOOTING ANCHOR HD24 12" SIMPSON POST POST HDSiA 18" 20 &FOOTING &FOOTING INCREASE DEPTH OF REINF PER REINF PER FTG. AS REQ'D. FOR EQ. EQ. HD6A 24" SiMPSON EQUAL EQUAL FDN PLAN EQUAL EQUAL FDN PLAN EQUAL EQUAL EMBEDMENT OF HD10A 28" SS ANCHOR "2D" SQ. MIN SEE FDN PLAN SEE PLAN SEE FDN PLAN so MNk AM SFOVTING T10SCALE.5 0 F TING SECTIOSCALE: SCALE..rVOTIN 8 IVN � 148-021 148-018 yS 148-020 Yy148--019 NTS 2x STUD 4) 16" % SHEARWALL—WHERE FOR ADD'L OCCURS PER PLAN A.B. PER SHEARWALL SCHED jf4 DOWELS 0 16" a/c INFORMATION 53.2 2x STUD 0 16" old 2x STUD 0 16" a/c AND SCHEDULE J" 0 x 18" LG ® 48" o/c wj 24" 'VERT LEG IN WALL SEE DETAIL INwj STL PLATE SHEARWALL—WHERE SHEARWALL—WHERE M. 3x CONT P.Z. 2 N. WASHER OCCURS PER P A.B. PER SHEARWALL SCHED OCCURS PER PLAN A.B. PER SHEARWALL SCHED L ER {FULL 3x CONT P.T. AND SCHEDULE im 0x 18" LG 048" ojc AND SCHEDULE " 0 x 18" LG 0 48" o/c MIN. w STL PLATE MIN. wj STL PLATE 2 x 12) ILL PLATE wj 2x2 x WASHER T BOTT R 2 x2 x WASHER " � CTSK A.B. 2x CONT BOTT R E.N. 4'-0" a/c E.N. WEB STIFF E.N. WEB STIFF 3x CONT T. PER MFR PER MFR LL FLOOR SHTG N LERN ( YLL FLOOR SHTG t° 2 " x 12") PER PLAN 2" x 12a') PER PLAN 1i 77' _. .. 40 to S' # 4" CONC SLAB PER FDN.;''� �� s o - LL PLAN OVER SAND & VISQUEEN t � I SEE: FDN PLAN FOR ADD L REQMTS o Ces 6" THK CONC $ WALL w/ 4' 16" ojC, VERT. F - 174 & ; 4's 0 12" a/c, HORIZ TJI FLOOR JOIST t TJI FLOOR JOIST BACKFILL AND SAND ' = PER FRMG PLAN BACKFILL AND SAND `- F PER FRMG PLAN BLANKET PER SOILS `" BLANKET PER SOILS" ' COIVi" CONC FOOTING REPORT ' TJI BLKG IN "SIMP" REPORT `SIMPSON" ITT 1 ; PEI? FOUNDATION PLAN HANGER 0 4.8 ojc TOP FLG HANGER ONT 4x LEDGER w/ (2) " 0 A.B. 0 16" a/c 18" 2"CLR 2j"CLR 2j"CLR [2j'"CLR SCALE 12" CMU RETAINING WALL "«�- 12" CMU RETAINING WALL w/ 6's 0 16" o/c, VERT wj 16's 0 16" o/c, VERT F"UNDATIO' 'ECONOR a,s NTS 0 EXT FACE (EARTH SIDE) 0 EXT FACE (EARTH SIDE) #4'8 0 16" ojc, VERT #4's 0 16" a/c, VERT INT FACE" & (2) 4'8 0 INT FACE" & (2) 4's --- CONT 32 o/c, HORIZ CONT ® 32 a ca HORIZ FOR ADD't SOLID GROUT w/ SPEC INSP SOLID GROUT w/ SPEC INSP 2J"CLR INFORMATION 2 WATERPROOFING AND WATERPROOFING AND 8" CMU RETAINING WALL GRAVEL FILL FOR SEE DETAIL .2 PERFORATED DRAIN PIPE PERFORATED DRAIN PIPE �' "" VERT DRAINAGE WINDOW WELL GRAVEL PACK PER SOILS 24 " G GRAVEL PACK PER SOILS 4 x 24 w/ 6 s 3 6 o ca DOWN,F. "� a "���--------- IN CONT & 4 s 4 24 o ca C IN ENG., DRAIN PER CIVIL #4 x 18 ENG., DRAIN PER CIVIL # 18 SOLID GROUT w SPEC INSP "L,� �► DOWELS 0 24" a/c DOWELS 4 24" a/c WATERPROOFING . `" 24" 18" \ \.. .\_ I .', ! `7 p4+� x �+ a� r :.1 f =7 i�` t l ` ' `�. ) u j' Z... DOWELS 24" a/er` (�., V (2, T t ` BASEMENT CONCRETE SLAB BASEMENT CONCRETE SLAB r } , r r :k BASEMENT CONCRETE SLOB 7 i1 \r i; t l 1 ' �� PER PLANS 1 O" PER PLANS 1 O" PER PLANS ,J� _ 1 i ,t,7�✓: � G-. - ) � 1. mow` ..l • .j � � f-.# i` y � r ^. � � t vi- t� .{ (2) 4, CONT (2) 4, CONT c� (1) 14. CONT 12" TYP (2) 4, CONT ttv 4's 18" a/c 12" oc 4's ®18" o/c 12" TYP W v w d � er 14's 18" a/c 52" " CONT F 77NG 52"L12- CONT F TING 7 x 12 PER FD PLAN 7 x PER FD PLAN �" DOWELS 0 8" a/c WEE$ 0 s" a/c �6x L12-PER FOUNDATION PLAN PER PLAN PER PLAN DOWELS 0 8" % FOWNDAA T1 0 am" A SM C T1 MY $ vN SCALE. SCALE: NS 148-017 NTS 148-010 148-009 Nn NIEVES !.. IDENIZC a 0 Revision APlanning Submittal 5.4.05 Planning Re —Sub 5.19.05 Bldg Dept Submittal 6.20.05 AB.D. Re --Submittal 7.13.05 L tti Yi�� ills=l: c M Kevin W. Askey, shall retain all common law statutory and other reserved rights, including the copyright for this document including represented designs and specifications. S3.2 7 } y x Ij- SHT1 STRINGS PER PLj SHWWALL STUDS 0 16- 0/c 3 x 4 P.T. SILL will CONC. SLAB W/ WWAf OR REW PER PLAN TOP OF RER4R ORI *WM ORION �01 �Vena-"Z- a L x 10, maxs.. be poa *14-0, .0 .0 L 1,001000.100111 WOLL.4 rAj�� 1 -2,2 ;* i 1:1kiQi MCK)RS WHERE VAPOR BARRIER WHERE OCCURS SUBf','RADE IF RE1,01., PtR REPORT Sol,, EARTH SCALE. 12 N.T.S. 49 min OAAIR IN 2670-ST7 2x FLOOR JOIST PER PLAN `SIMPSON`* HU28TF TOP FLANGE JOIST HANGER V STRINGER PER PLAN Ell IN 111174 C III 11 yii� ip;�Iiq 11�11 1 111111 111111111 III rz We Oil! 2x FLOOR JOIST PER PLAN "SIMPSON" HU28TF TOP FLANGE JOIST HANGER POST BEYOND "SIMPSON" HU48Tr PER PLAN TOP FLANGE JOIST HANGER • "j. \--JOIST OR PER PLAN BLKG. HILT/ X—DNI 0. 14500 POWDER ACTUATED FASTENERS EMBEDDED 1j" 0 24" o/c INSTALLED IN ACCORDANCE wl IC90 ER-2388 STRINGER PER PLAN rr AIJ11A, Revision Planning Submittal 5.4.05 Planning Re —Sub 5.19.05 A /C Bldg Dept Submittal 6.20.05 B.D. Re —Submittal 7.13.05 Kevin W. Askey, sholl retain all common low statutory and other reserved rights, including the copyright for this document including represented designs and specifications. DETAILS JOB NO.: 05-98 SHEET S3.3 HOMEOWNER NIEVES and DENISE PALACIO 2027 UW,1#1 SAWA ANA CA 92771 C OW 420-WO Revision APlanning Submittal 5.4.05 Planning Re —Sub 5,19.05 Bldg Dept Submittal 6.20.05 B.D. Re —Submittal 7.13.05 ASKEY DESIGN JXM W ASIXY PO BOX = FBAC1RE19r, CA am 2&= AUMWA L4M AMMIEW, CA Z= (M) W&-M�7 09) 20&VM 0 Kevin W. Askey, shall retain all common law statutory and other reserved rights, including the copyright for this document including represented designs and specifications. 111i"01102 MAN SHEET art M SHEARWALL—WHERE OCCURS PER PLAN AND SCHEDULE 2' Al 2x CONT BOTTIE CONT PRESSURE TREATED NAILER as V s-nFF?. EACH SIDE ra6w 148-012 L 6 x 31-w x 1/4 x 3" LG (LLV) EA SIDE OF POST wl (2) 0 THRU BOLTS & (1) M.B. TO BEAM FLANGE POST CAP(IE �w x .3jo x 9-v wl 1) - 0 M.B. 0 EA SIDE OF BEAM WEB SHEARWALL—WHERE OCCURS PER PLAN AND SCHEDULE E.N. (0 Z 3x CONT TREATED NAILER (1) 14 x 48" LG 0 EA A. BOLT .... Fir4l;M-7 MIN Af re 77,51N.-MMEW X _40110 �O� 0 WI 2x (MIN) CO NAILER W/ 0 CNTSK BOLT-TIO 24- 0/c, STAGG FLOOR SHTG PER PLAN SHEATHING AN CONT I$* RIM 1 wl (2) 1 Od NAI TO FLOOR JOIST JOIST AN SHEARWALL W Top OCCURS, PER P1 DS & SCHEDULE O/C 08L 2x TOP SHEARWALL OCCURS, PER P, & SCHEDULE M B.N. 10d 0 16" STAGGERED ---- ----- ­1 ! II­g, b= Whb Dec 2x TOF W SECTION BEAM 2x STUDS PER FRMG PLAN 0 16- O/C STUD WALL PER ARCH DWGS B.N. FLOOR SHEATHING PER PLAN TJI BLKG 0 4'-0" o/c 2x SHEARWALL STUDS 0 16 q /c ell Revision �O� 0 WI 2x (MIN) CO NAILER W/ 0 CNTSK BOLT-TIO 24- 0/c, STAGG FLOOR SHTG PER PLAN SHEATHING AN CONT I$* RIM 1 wl (2) 1 Od NAI TO FLOOR JOIST JOIST AN SHEARWALL W Top OCCURS, PER P1 DS & SCHEDULE O/C 08L 2x TOP SHEARWALL OCCURS, PER P, & SCHEDULE M B.N. 10d 0 16" STAGGERED ---- ----- ­1 ! II­g, b= Whb Dec 2x TOF W SECTION BEAM 2x STUDS PER FRMG PLAN 0 16- O/C STUD WALL PER ARCH DWGS B.N. FLOOR SHEATHING PER PLAN TJI BLKG 0 4'-0" o/c 2x SHEARWALL STUDS 0 16 q /c ell Revision Planning Submittal 5.4.05 Planning Re —Sub 5.19.05 Bldg Dept Submittal 6,20.05 B.D. Re —Submittal 7,13.05 M ASKEY DE" KEM W ASK PO BOX 223 F&4=0F939r, CA 92378 215M AUGESTA LAKE ARFK)M-EW, CA. 92W (909) 336-677 r114) 200-9M R STAUCTURAL EN91flem WTEGRAL CONSULTANTS V UNFIELD F&W CA 9200 (714) 573-0570 BUS (714) 573-000 PAX LdIT FAJXY PCX== ICE PA"C10 RESIDENCE ASW Elf{ W10W AVE SANEA AMk CA LOT 5P - TRACT 927 Kevin W. Askey, shall retain all common !ow statutory and other reserved rights, including the copyright for this document including represented designs and specifications. STRU(MJRAL DETAILS JOB NO.: 05-Me SHEET "SIMPSON" ROOF RAFTERS PER FRMG PLAN WOOD POST PER FRAMING PLAN "SIMPSON" - "CC" COL. CAP w/ (4) THRU-BOLTS ® BEAM CONN. 1 Pf R -0 r- Y 11 ROOF SHEATHING PER PLAN PER PLAN ROOF RAFTER PER PLAN f �® IUMPSON" U12 __�/ CEILING FINISH HANGER FLUSH BEAM PER PLAN *W174M. W7f E r ROORZ :. 00 f 1' -ff o0il 2x wB L r�Z Pum L P'00_400�00 FOR ADDI 1T SHOWN B.N. CONT 3x BLKG f ZC*s 0 1 fFACE wl 135- HOOK BOTTOM SEND AROUND #6 CONT. FAR CONT.f ACH MIN END OF PE 2x SHEARWALL STUDS 0 16" a/c 2x (MIN) Cr-LER w/ 0 CNTSK BOL 0 24" a%, STAGG FLOOR SHTG PER PLAN SIMPSON "HUTF" HANGER 4 x 4 CONT NAILER w/ J" 0 M.B. 0 24" a/c 148-014 FLOOR SHEATHING PER PLAN / FLOOR JOIST PER PLAN CONT TJI BLOCKING 2x SHEARWALL STUDS 0 16" a/c FLOOR SHEATHING PER PLAN Ha.R.. NIEVES and i ENISE SHEARWALL - WHERE OCCURS PER PLAN j` f SCHEDULE &OTT PLATE NAILING 2027 UNWOM PER SCHEDULE SAWA AM i' 9 -A : t 4;P Revision y 16d 0 6" a/c ! ^ Planning Submittal 5.4.05 ` Planning Re -Sub 5,19.05 I, SOLID BLKG Bldg Dept Submittal 6.20.05 B.D. Re --Submittal 7.13.05 DECK JOISTS `---7 PER PLAN SIMPSON "HUTF" HANGER W BEAM PER PLAN FRAMING SECTION SCALE. MIS S SHEARWALL — WHERE OCCURS, PER PLAN & SCHEDULE 16d 0 6" o/c THRU PO BOX 223 CONT 2x BOiT R R , CA. 92M STUD WALL PER ARCH DWGS 26225 AUGMA LAKE W!-EAt), CA B.N. B.N. () ' -M77 (714) 20 E.N. CANT PER ARCH INTEGML CCMULTAAM E.N. CONT 1 " RIM BD (714) 573-0b70 SUB w/ (2) 1Od NAILS ) PAX TO FLOOR JOIST DBL 2x TOP JE MMSPIOLE SHEARWALL -- WHERE AAA&Y FEE I: ENW ------- - OCCURS, PER PLAN & SCHEDULE EUP UiTT 7_,777A ��� CONT r ♦, NAILS eFLOOR JOIST DBL 2x TOP it SHEARWALL - WHERE CDX ff! wl :+ SCALE: NTSRESIDENCE rp-[2 CA SHEARWALL WHERE LAT CT VV # OCCURS, PER PLAN SCHEDULE Kevin W. Askey, shall retain all common low statutory and other reserved rights, including the copyright for this document STUD WALL including represented designs and PER ARCH DWGS specifications. B.N. E.N. P" S3no ROOF RAFTERS PER FRMG PLAN ROOF SHEATHING BOUNDARY NAILING (B.N) PER FRMG PLAN PER FRMG PLAN (10d COM 0 6 oft., U.N.O.) ROOF JOISTS PER FRMG PLAN FLY RAFTER RA RADIANT a RI R PER COW-SMS. C-A 2x CONT. SLOPED ADDITIONAL SLOPED JOIST DOUBLE TOP PLATE "SIMPSON" A35 PER SHEARWALL SCHEDULE EDGE NAILING (E.N.) PER SHEARWALL SCHED. CRIPPLE STUDS (8d COM 0 6 o/c. U.N.O.) TO MATCH SIZE AND SPACING OF DOUBLE 2x WALL STUDS TOP PLATE SHEARWALL WHERE OCCURS, PER PLAN & SCHEDULE SHEARWALL STUDS PER SHEARWALL SCHEDULE SHEARWALL STUDS (POSTS 0 ENDS PER PER SHEARWALL SCHED. FRAMING PLAN) ir J'A' ROOF SHEATHING BOUNDARY NAILING (B.N.) PER FRMG PLAN PER FRMG PLAN (10d COM 0 6" a/(,-, U.N.O.) ROOF JOISTS PER FRMG PLAN S FLY RAFTER ---- 7 726-054 RADIANTa4RRIIER PER -OW.GZM *?'A #7:M A' 1-11Z _r TIT, ADDITIONAL SLOPED JO[Sr "SIMPSON" A35 0 16- % CRIPPLE STUDS TO MATCH SIZE AND SPACING Of' WALL STUDS A CONTRACTOR HAS OPTION TO SHEET WALLS AWAY FROM SHEARWALLS, SEE NOTES ON PLANS FRAMIN 'ECTI'N SCALE NTS 111,1111111711 FLY RAFTER im 1101,991 191111 JIMMY V1 faMMMU, 44A B.N. PER FRMG PLAN (I Od COM 0 6-6/6, U.N.O.) 2x BLOCKING ARCHITECTURAL FLATS FLY RAFTER • RADIANT MRRIER PER e4y isnw. _j C* I&S ADDITIONAL SLOPED JOIST "SIMPSON" A35 PER + + SHEARWALL SCHEDULE + + I - EDGE NAILING (E.N.) PER SHEARWALL SCHED. (8d COM 0 6a/c, U.N.O.) CEILING JOISTS E.N. PER FRMG PLAN DOUBLE 2x TOP PLATE SHEARWALL WHERE OCCURS, PER PLAN SHEARWALL STUDS PER & SCHEDULE SHEARWALL SCHEDULE (POSTS 0 SHEARWALL STUDS FRAMING PLAN)ENDS PER PER SHEARWALL SCHED. A-Y'l fli # 0 E RADIANT BARRIER PER GNR*-"S. / 1!911,e-.< -4 H 2x CONT. SLOPED I ADDITIONAL SLOPED J( DOUBLE TOP PLATE "SIMPSON" A35 PER CEILING JOISTS PER FRMG PLAN SHEARWALL SCHEDULE CRIPPLE STUDS TO MATCH SIZE AND SPACING OF WALL STUDS CONTRACTOR HAS OPTION TO SHEET WALLS AWAY FROM CONT DOUBLE SHEARWALLS, SEE 2x TOP PLATE NOTES ON PLANS WALL STUDS PER PLAN • A A Revision Planning Submittal 5.4.05 Planning Re -Sub 5.19.05 A ZC-\ Bldg Dept Submittal 6.20.05 E.N. PER SHEARWALL B.D. Re -Submittal 7.13.05 SCHEDULE (8d COM 0 6o/c, U.N.O.) SHEARWALL WHERE OCCURS, PER PLAN & SCHEDULE SCALE. DA MM Agel Aft 0 a WL NTS _002 FTER PERP. T ROOF RAFTERS ROOF SHEATHING PER FRMG PLAN RADIANT ARRIER PER TOP PLATE WALL STUDS PER PLAN JW, PALACIO NTS ESIDENCE 2'W L%ftV(= AVE ROOF SHEATHING SAWA ANA CA PER FRMG PLAN B. N. PER FRMG Lor W - 7RACr V27 PLAN (I Od COM 0 6- 6/c, U.N.O.) Kevin W. Askey, shall retain all common low statutory and other reserved rights, 2x BLOCKING including the copyright for this document including represented designs and specifications, ARCHITECTURAL FLATS FLY RAFTER ROOF SHEATHING BOUNDARY NAILING (B.N.) ROOF RAFTERS PER FRMG PLAN PER FRMG PLAN ROOF RAFTERS PER FRMG PLAN ROOF SHEATHING (10d COM 0 6- o/c, U.N.O.) PER FRMG PLAN ROOF SHEATHING ROOF SHEATHING BOUNDARY NAILING (B.N.) PER FRMG PLAN ROOF JOISTS PER FRMG PLAN PER FRMG PLAN PER FRMG PLAN B.N. PER FRMG PER FRMG PLAN FLY RAFTER B.N. PER FRMG (10d COM 0 6* 0/c, U.N.O.) PLAN (I Od COM - ---- ---- ---- -- - ---- --- - -- ---- ---- --- I ­ PLAN (1 Od COM .... ­1 1—; -;­­ ".", ",-- ROOF JOISTS 0 6- 6/c, U.N.O.) --- 0 6- o/c, U.N.O.) PER FRMG PLAN FLY RAFTER 2 "SIMPSON" A35 "SIMPSON" A35 PER SHEARWALL PER SHEARWALL SCHEDULE SCHEDULE FLY RAFTER 2x CONT. SLOPED ADD177ONAL SLOPED JOIST FLY RAFTER DOUBLE TOP PLATE "SIMPSON" A35 PER CEILING JOISTS SHEARWALL SCHEDULE 2x CONT. SLOPED ADD177ONAL SLOPED JOIST PER FRMG PLAN + + DOUBLE TOP PLATE "SIMPSON" A35 PER EDGE NAILING (E.N.) SHEARWALL SCHEDULE PER SHEARWALL SCHED. (8d COM 0 6" 0/c, U.N.O.) EDGE NAILING (E.N.) IN CEILING JOISTS 41 PER SHEARWALL SCHED. E.N. PER FRMG PLAN CRIPPLE STUDS (8d COM 0 6 o/c, U.N.O.) TO MATCH SIZE AND SPACING OF DOUBLE 2x DOUBLE 2x WALL STUDS TOP PLATE TOP PLATE SHEARWALL WHERE E.N. PER SHEARWALL CRIPPLE STUDS E.N. PER SHEARWALL TO MATCH SIZE SCHEDULE (8d COM SCHEDULE (8d COM SHEARWALL WHERE OCCURS, PER PLAN AND SPACING OF 0/0, U.N.O.) 0 6" o/c, U.N.O.) 0 6 & SCHEDULE SHEARWALL STUDS PER :11.: � ;� ­­,� :1 OCCURS, PER PLAN SHEARWALL STUDS PER 0 WALL STUDS SHEARWALL SCHEDULE 77 SCHEDULE SHEARWALL SCHEDULE SHEARWALL .)YIDS (POSTS 0 ENDS PER SHEARWALL WHERE SHEARWALL WHERE (POSTS 0 ENDS PER <— OCCURS, PER PLAN SHEARWALL STUDS OCCURS, PER PLAN do PER SHEARWALL SCHED. FRAMING PLAN) FRAMING PLAN) CONT DOUBLE SCHEDULE 2x TOP PLATE PER SHEARWALL SCHED. & SCHEDULE Aft left SCALE:FRAMINu aiECTION SCALE: RAFTER PERP. TO SHWL. s' 7 FRAMINU *ECTION SCALE'* SC RAFTER PERP. TV' S"j"WL41 126-053 NTS 126-051 NTS 100-001 NTS 100-0 NTS ROOF SHEATHING BOUNDARY NAILING (B.N.) ROOF RAFTERS PER FRMG PLAN PER FRMG PLAN ROOF RAFTERS PER FRMG PLAN ROOF SHEATHING (10d COM 0 6- o/c, U.N.O.) PER FRMG PLAN ROOF SHEATHING ROOF SHEATHING BOUNDARY NAILING (B.N.) PER FRMG PLAN ROOF JOISTS PER FRMG PLAN PER FRMG PLAN PER FRMG PLAN B.N. PER FRMG B.N. PER FRMG (10d COM 0 6" 0/c, U.N.O.) PLAN (1 Od COM PER - FRMG PLAN , AN FLY - RAFTER PLAN (I Od COM ROOF JOISTS 0 6- 6/c, U.N.O.) 0 6 o/c, U.N.O. PER FRMG PLAN FLY RAFTER 2x BLOCKING "SIMPSON" A35 6 PER SHEARWALL ARCHITECTURAL FLATS SCHEDULE ti FLY RAFTER 2x CONT, SLOPED I ADDITIONAL SLOPED JOIST FLY RAFTER DOUBLE TOP PLATE "SIMPSON* A35 PER + + r r ADDITIONAL 22xi CEILING JOISTS 2x CONT SLOPED SHEARWALL SCHEDULE ADDITIONAL SLOPED JOIST BLOCKING PER FRMG PLAN DOUBLE TOP PLATE *SIMPS0140 A35 PER SHEARWALL SCHEDULE CRIPPLE STUDS TO MATCH SIZE AND SPACING OF CEILING JOISTS WALL STUDS PER FRMG PLAN J, WALL S71JOS ";,", I DOUBLE 2x WALL STUDS DOUBLE 2x CONTRACTOR HAS PER PLANS PER PLAN f TOP PLATE OPTION TO SHEET TOP PLATE "SIMPSON" A35 WALLS AWAY FROM E.N. PER SHEARWALL SHEARWALLS, SEE 0 C, SCHEDULE (8d COM CONT DOUBLE CONTRACTOR HAS WALL STUDS NOTES ON PLANS 0 6- 0/c, U.N.O.) OPTION TO SHEET PER PLAN 2x TOP PLATE ff CONTRACTOR HAS WALL STUDS WALLS AWAY FROM OPTION TO SHEET SHEARWALLS, SEE j CONTRACTOR HAS 1 f PER PLAN NOTES ON PLANS f OP77ON TO SHEET WALL STUDS f f WALLS AWAY FROM SHEARWALLS, SEE WALLS AWAY FROM PER PLAN N07ES ON PLANS SHEARWALLS, SEE NOTES ON PLANS AWAY FROM SHEARWALL SCALE.- SCALE. aFHWLN SCALE.- FRAMINU UECTION (CUO&NNECTIONN DETAIL0 FRAMINO aWCTION SCALE RA FTER PERP. TO 126-054 126-056 NTS 100--024 -_ yTS 15 100-000 NTS ROOF SHEATHING BOUNDARY NAILING (B.N.) ROOF RAFTERS PER FRMG PLAN PER FRMG PLAN ROOF RAFTERS ROOF SHEATHING BOUNDARY NAILING (B.N.) PER FRMG PLAN ROOF SHEATHING (10d COM 0 6- o/c, U.N.O.) PER FRMG PLAN ROOF SHEATHING PER FRMG PLAN PER FRMG PLAN PER FRMG PLAN ROOF JOISTS PER FRMG PLAN ROOF JOISTS (10d COM 0 6- 0/c. U.N.O.) B.N. PER FRMG PER FRMG PLAN FLY RAFTER B.N. PER FRMG FLY RAFTER PLAN (1 Od COM PLAN (I Od COM PER FRMG PLAN 0 6- 6/c, U.N.O.) 2x BLOCKING 2x BLOCKING ARCHITECTURAL, FLATS ARCHITECTURAL FLATS FLY RAFTER 2x CONT. SLOPED ADDITIONAL SLOPED JOIST DOUBLE TOP PLATE FLY RAFTER 2x CONT. SLOPED ADDITIONAL SLOPED JOIST "SIMPSON" A35 DOUBLE TOP PLATE 0 16 o c PER FRMG PLAN + + 'SIMPSON" A35 0 16" ol/C CRIPPLE STUDS TO MATCH SIZE CRIPPLE STUDS f f ;AND SPACING OF CEILING JOISTS TO MATCH SIZE f WALL STUDS PER FRMG PLAN AND SPACING OF WALL STIJDS DOUBLE 2x f DOUBLE 2x TOP PLATE TOP PLATE "S "SIMPSON" A35 IMPSON" A35 CRIPPLE STUDS TO 0 16- o/c, U.N.O. CRIPPLE STUDS TO 0 16- o/c, U.N.O. CONTRACTOR HAS CMATCH SIZE AND SPACING CONT DOUBLE OPTION TO SHEET MATCH SIZE AND SPACING WALLS AWAY FROM OF WALL STUDS f CONTRACTOR HAS 2x TOP PLATE CONTRACTOR HAS OF WALL STUDS f CONTRACTOR HAS SHEARWALLS; SEE OPTION TO SHEET OPTION TO SHEET OP770N TO SHEET HEADER, WHERE OCCURS NOTES CW PLANS I WALLS AWAY FROM WALLS AWAY FROM WALLS AWAY FROM PER FRMG. PHEADER, WHERE OCCURS SHEARWALLS, SEE SHEARWALLS, SEE HEADER, WHERE OCCURS SHEARWALLS, SEE LAN PER FRMG. PLAN f NOTES ON FLANS HEADER, WHERE OCCURS NOTES ON PLANS PER FRMG. PLAN NOTES ON FLANS PER FRMG. PLAN AWAY FROM SHEARWALL AWAY FROM SHEARWALL Adak a= Aft SCAM* SCALE. - ail S SOCE.- FRAMING 5r3;T10N±NT, 12 126-052 HEADER 65ECTION Nye100-023 FRAMIN04' SERCT101T 100-021 HEADER SECTION I - - L Revision Planning Submittal 5.4.05 Planning Re —Sub 5,19.05 A ,Bldg Dept Submittal ZC\ 6.20.05 AB.D. Re —Submittal 7,13.05 IS MW SINGLE )VAMY111=81C I-fFil M■0 Kevin W. Askey, shall retain all commaa law statutory and other reserved rights, including the copyright for this document including represented designs and specifications. 0 JOB NO.: 05-98 SHEET EDGE NAILING PER SHEAR WALL SCHED. 6 HEADER PER _ TOP R PER FRMG, PLAN --- SHEAR WALL SCHED. POST OR KING STUD EDGE NAIL PER CONT.OVER OPENING SHEAR WALL SCHED. EDGE NAIL PER SHEAR WALL SCHED. 1 \ I 1 \Vt I y V � I I N 1 \ 1 I 1 4x iSLK., 2 SPACES MIN. \ /IV \ I I \ ! I \ \ EACH SIDE, ABOVE AND I BELOW OPENING 1 I \ ! 1 \ f I \\ SILL PLATE I I t! ( \! \I I \t 1 I � L. X f\ ! \ I $ 1 1 I I \ I I ilk/ FIELD NAIL PER SHEAR WALL SCHED. EDGE NAIL PER SHEAR WALL SCHED. BOTTOM (SILL) R PER SHEAR WALL SCHED. 1. ALL STUDS IN SHEAR WALLS SHALL BE 2x4 0 16' % MAXIMUM. 2. MIN. WIDTH OF SINGLE PLYWD. SHE SHALL BE 18' AND EXTEND OVER 3 SUPPORTS MINIMUM. 3. WHERE POSTS OR MULTIPLE STUDS ARE INDICATED AT THE END OF A SHEAR WALL SUCH MEMBERS SHALL EXTEND WITHOUT VERTICAL SPLICES FROM THE BOTTOM )E TO THE TOP R. N 4. PENETRATIONS IN SHEAR WAILS SHALL NOT EXCEED 6' SQUARE 1) SEE TYPICAL SHEAR WALL FRAMING ELEVATION, DETAIL 1 FOR ADDITIONAL INFORMATION. AND SHALL BE SPACED NOT CLOSER THAN 6'-0" %. 2) NOTCH PLYWOOD IF REWUIRED - 5. PRIOR TO COVERING SHEAR WALLS, THE GENERAL CONTRACTOR SHALL SCHEDULE AN INSPECTION OF THE SHEAR WALLS BY THE CITY BUILDING AND SAFETY INSPECTION STAFF. CITY DEPARTMENT OF BUILDING AND SAFETY APPROVAL OF SHEAR WALLS IS REQUIRED PRIOR TO THEIR COVERING. S6aJ' L WALL SALE S"HEA101" WALL (O"PENINU•" N.T.S. ' • N.T.S. 3x STUD 4x STUD PER PLANS PER PLANS f yr 1. IL TYP. _ . TYP. NAIL SPACING PER SHEAR WALL SCHEDULE I I 1 I I i I 1 I � 1 I I I I ( 1 3x STUDS PLYWOOD EDGES CONT. 2x BLKG. MST 48 STRAP w/ 46 - 16d s 4-CORNERS STRAPS SHALL BE PLACED OVER PLYWOOD PLYWOOD SH SHEAR WALL SC LAYOUT SINGLE SHEET w RUNNING VERTI AGNUMUM SIZE FOR SQUARE PLATE WASHERS ANCHOR BOLT SIZE PLATE WASHER SIZE 1/2" 3/16" x 2" x 2' 5/8" 1/4' x 2" x 2j" 3/4" 5/16" x 2" x 2" 7/8" 5/16" x 3" x 3" 1" 3/8" x 34" x 3" I I I I + + I I I I I { I WASHERS1SCALE I I -- ::H4 PLYWOOD I I N.T.S. I I 1 1 ! I I + +1 I PLYWOOD I BOLTED HOLDOWNS IN SHEAR WALLS SHALL BE INSTALLED PER THE FETIN \ \t 1 \/ I \I I ! I V ( V V ! I / !\ I\ ♦ f\ I I I I I I I I I I \ I \ t \ \11 \11 \1\IV 1 1 1 1 IX\ I IXi � /X\ \\ I If \\ I !! \\ I If \\ I I I G PER HEDULE / GRAIN \ I \ 1 \ I \ AI SHEAR WALL SCHEDULE i, 2 SHEAR WALL DIAPHRAGM ROOF / FLOOR DIAPHRAGM ATTACHMENT PLATE NO. SHEAR PANEL MATERIAL NAILING SHEAR TRANSFER CONNECTION SILL PLATE ANCHORAGE 7 REQUIREMENTS ALLOWABLE SPACING (IN.) SHEAR STRUCTURAL I PLYWOOD 5/8*0 x 15" 3/410 x 15" LBS. / FT. THICKNESS (IN.) NAIL EDGE FIELD A35 A35F SPACING (IN.) SPACING (IN,) TOP BOTTOM 1 280 3/8" - ONE SIDE 8d 6 12 15 16 32 - DBL-2x 2x 3 2 430 3/8" - ONE SIDE 8d 4 12 10 10 24 32 DBL-2x 3x 3,5 3 550 3/8' - ONE SIDE 8d 3 12 8 9 16 24 DBL-2x 3x 4 730 3/8" - ONE SIDE 8d 2 s.5 12 6 6 16 24 DBL-2x 3x 3,4, 5 5 860 3/8" — BOTH SIDES 8d 4 12 5 5 — 16 DBL-2x 3x 3,4,5 6 1100 318" - BOTH SIDES 8d 3 12 5 5 -- 16 DBL-2x 3x 3,4,5 ZL 1460 3/8" - BOTH SIDES 8d 2 12 5 5 - 16 DBL-2x 3x 1 , VVINIFI I FOLLOWING PROCEDURE AND SEQUENCE �- - j 1 NOTES: 1 I A. BOLT HOLES IN POST MEMBERS TO BE 1 32" MIN. TO 1 16" MAX, 1. ALLOWABLE SHEAR VALUES ARE BASED ON TABLE 23-7i-I-1 OF THE 1997 U.B.C. 1 1 1 LARGER THAN THE HOLDOWN BOLT SIZE. BOLT HOLES IN PLATE 1 I I MEMBERS TO BE 1/2 LARGER THAN HOLDOWN ANCHOR BOLT 2. ALL PLYWOOD SHALL BE STRUCTURAL 1 w/ MORE THAN 3 PLYS I 1 LINE OF STUD I SIZE. ALL HOLES TO BE DRILLED. NO ADDITIONAL HOLES OR 3. STUDS RECEIVING EDGE NAILING SHALL BE 3x OR WIDER wf EDGE NAILING PER DETAIL 6 DEFECTS WILL BE PERMITTED IN POST OR PLATE MEMBERS. I I I 4. WHERE PANELS ARE APPLIED TO BOTH SIDES, PANEL JOINTS SHALL BE OFFSET TO FALL 0 DIFFERENT FRAMING MEMBERS. B. INSTALL POST BOLTS WITH ONE OVERSIZED WASHER EACH BOLT I I PER SPECIFIC DETAILS. WASHER TO BE ON THE SIDE OF POST 6 j I WITH NUTS. INSTALL BOLT WITH THR ED PORTION AND NUT 5. ALL EDGE NAILING SHALL BE STAGGERED WITH NAILING PER DETAIL I I (�` +OPPOSITE THE SIDE WITH THE HOLDOWN. DO NOT TIGHTEN NUTS. 6. USE 10" LONG ANCHOR BOLTS MINIMUM, U.N.O. IN DETAILS I C. TIGHTEN ANCHOR BOLT NUT, SUCH TO ENGAGE THE POST BOLTS I I I 1 AGAINST THE BOTTOM OF BOLT HOLE 7, PLATE WASHERS PER DETAIL SHALL BE PROVIDED AT ALL SILL PLATE ANCHOR BOLTS. lolso() t S__ 4 D. TIGHTEN POST BOLT NUTS DOWN ON THE OVERSIZED PLATE WASHERS - E. AUTHORIZATION TO COVER SH WALLS WILL BE SUBJECT TO RETIGHTENING OF THE ANCHOR BOLT NUTS TO THE SATISFACTION NAILINGEDGE NAILING a 3x EDGE X OF THE CITY DEPARTMENT of BUILDING AND SAFETY INSPECTION LEGEND® 0 STAFF. X' INDICATES PLYWOOD SHEAR PANEL LENGTH LOW INDICATES PLYWOOD SHEAR PANEL CALLOUT PER SCHEDULE INDICATES PLYWOOD SHEAR PANEL ATTACHED TO THIS SIDE OF WALL. PLir"W"YUCOh J"Wo"INT NAIL SCALEHOLDuWN INSTALL NOTES SCALE SCALE N.T.S. N.T.S. N.T.S. 21 NIEVES DENISE PALACIO ,2027 W �•1 CA 927ff >� $ -{ nA, Revision J ^ 1 Planning Submittal 5.4.05 Planning Re --Sub 5.19.05 Bldg Dept Submittal 6.20.05 AB.D. Re —Submittal 7.13.05 I 2027 LY AVE A AAK CA Lor 59 - 7RACr VV Kevin W. Askey, shall retain all common low statutory and other reserved rights, including the copyright for this document including represented designs and 3x STUDS PLYWOOD EDGES CONT. 2x BLKG. MST 48 STRAP w/ 46 - 16d s 4-CORNERS STRAPS SHALL BE PLACED OVER PLYWOOD PLYWOOD SH SHEAR WALL SC LAYOUT SINGLE SHEET w RUNNING VERTI AGNUMUM SIZE FOR SQUARE PLATE WASHERS ANCHOR BOLT SIZE PLATE WASHER SIZE 1/2" 3/16" x 2" x 2' 5/8" 1/4' x 2" x 2j" 3/4" 5/16" x 2" x 2" 7/8" 5/16" x 3" x 3" 1" 3/8" x 34" x 3" I I I I + + I I I I I { I WASHERS1SCALE I I -- ::H4 PLYWOOD I I N.T.S. I I 1 1 ! I I + +1 I PLYWOOD I BOLTED HOLDOWNS IN SHEAR WALLS SHALL BE INSTALLED PER THE FETIN \ \t 1 \/ I \I I ! I V ( V V ! I / !\ I\ ♦ f\ I I I I I I I I I I \ I \ t \ \11 \11 \1\IV 1 1 1 1 IX\ I IXi � /X\ \\ I If \\ I !! \\ I If \\ I I I G PER HEDULE / GRAIN \ I \ 1 \ I \ AI SHEAR WALL SCHEDULE i, 2 SHEAR WALL DIAPHRAGM ROOF / FLOOR DIAPHRAGM ATTACHMENT PLATE NO. SHEAR PANEL MATERIAL NAILING SHEAR TRANSFER CONNECTION SILL PLATE ANCHORAGE 7 REQUIREMENTS ALLOWABLE SPACING (IN.) SHEAR STRUCTURAL I PLYWOOD 5/8*0 x 15" 3/410 x 15" LBS. / FT. THICKNESS (IN.) NAIL EDGE FIELD A35 A35F SPACING (IN.) SPACING (IN,) TOP BOTTOM 1 280 3/8" - ONE SIDE 8d 6 12 15 16 32 - DBL-2x 2x 3 2 430 3/8" - ONE SIDE 8d 4 12 10 10 24 32 DBL-2x 3x 3,5 3 550 3/8' - ONE SIDE 8d 3 12 8 9 16 24 DBL-2x 3x 4 730 3/8" - ONE SIDE 8d 2 s.5 12 6 6 16 24 DBL-2x 3x 3,4, 5 5 860 3/8" — BOTH SIDES 8d 4 12 5 5 — 16 DBL-2x 3x 3,4,5 6 1100 318" - BOTH SIDES 8d 3 12 5 5 -- 16 DBL-2x 3x 3,4,5 ZL 1460 3/8" - BOTH SIDES 8d 2 12 5 5 - 16 DBL-2x 3x 1 , VVINIFI I FOLLOWING PROCEDURE AND SEQUENCE �- - j 1 NOTES: 1 I A. BOLT HOLES IN POST MEMBERS TO BE 1 32" MIN. TO 1 16" MAX, 1. ALLOWABLE SHEAR VALUES ARE BASED ON TABLE 23-7i-I-1 OF THE 1997 U.B.C. 1 1 1 LARGER THAN THE HOLDOWN BOLT SIZE. BOLT HOLES IN PLATE 1 I I MEMBERS TO BE 1/2 LARGER THAN HOLDOWN ANCHOR BOLT 2. ALL PLYWOOD SHALL BE STRUCTURAL 1 w/ MORE THAN 3 PLYS I 1 LINE OF STUD I SIZE. ALL HOLES TO BE DRILLED. NO ADDITIONAL HOLES OR 3. STUDS RECEIVING EDGE NAILING SHALL BE 3x OR WIDER wf EDGE NAILING PER DETAIL 6 DEFECTS WILL BE PERMITTED IN POST OR PLATE MEMBERS. I I I 4. WHERE PANELS ARE APPLIED TO BOTH SIDES, PANEL JOINTS SHALL BE OFFSET TO FALL 0 DIFFERENT FRAMING MEMBERS. B. INSTALL POST BOLTS WITH ONE OVERSIZED WASHER EACH BOLT I I PER SPECIFIC DETAILS. WASHER TO BE ON THE SIDE OF POST 6 j I WITH NUTS. INSTALL BOLT WITH THR ED PORTION AND NUT 5. ALL EDGE NAILING SHALL BE STAGGERED WITH NAILING PER DETAIL I I (�` +OPPOSITE THE SIDE WITH THE HOLDOWN. DO NOT TIGHTEN NUTS. 6. USE 10" LONG ANCHOR BOLTS MINIMUM, U.N.O. IN DETAILS I C. TIGHTEN ANCHOR BOLT NUT, SUCH TO ENGAGE THE POST BOLTS I I I 1 AGAINST THE BOTTOM OF BOLT HOLE 7, PLATE WASHERS PER DETAIL SHALL BE PROVIDED AT ALL SILL PLATE ANCHOR BOLTS. lolso() t S__ 4 D. TIGHTEN POST BOLT NUTS DOWN ON THE OVERSIZED PLATE WASHERS - E. AUTHORIZATION TO COVER SH WALLS WILL BE SUBJECT TO RETIGHTENING OF THE ANCHOR BOLT NUTS TO THE SATISFACTION NAILINGEDGE NAILING a 3x EDGE X OF THE CITY DEPARTMENT of BUILDING AND SAFETY INSPECTION LEGEND® 0 STAFF. X' INDICATES PLYWOOD SHEAR PANEL LENGTH LOW INDICATES PLYWOOD SHEAR PANEL CALLOUT PER SCHEDULE INDICATES PLYWOOD SHEAR PANEL ATTACHED TO THIS SIDE OF WALL. PLir"W"YUCOh J"Wo"INT NAIL SCALEHOLDuWN INSTALL NOTES SCALE SCALE N.T.S. N.T.S. N.T.S. 21 NIEVES DENISE PALACIO ,2027 W �•1 CA 927ff >� $ -{ nA, Revision J ^ 1 Planning Submittal 5.4.05 Planning Re --Sub 5.19.05 Bldg Dept Submittal 6.20.05 AB.D. Re —Submittal 7.13.05 I 2027 LY AVE A AAK CA Lor 59 - 7RACr VV Kevin W. Askey, shall retain all common low statutory and other reserved rights, including the copyright for this document including represented designs and I I I I + + I I I I I { I WASHERS1SCALE I I -- ::H4 PLYWOOD I I N.T.S. I I 1 1 ! I I + +1 I PLYWOOD I BOLTED HOLDOWNS IN SHEAR WALLS SHALL BE INSTALLED PER THE FETIN \ \t 1 \/ I \I I ! I V ( V V ! I / !\ I\ ♦ f\ I I I I I I I I I I \ I \ t \ \11 \11 \1\IV 1 1 1 1 IX\ I IXi � /X\ \\ I If \\ I !! \\ I If \\ I I I G PER HEDULE / GRAIN \ I \ 1 \ I \ AI SHEAR WALL SCHEDULE i, 2 SHEAR WALL DIAPHRAGM ROOF / FLOOR DIAPHRAGM ATTACHMENT PLATE NO. SHEAR PANEL MATERIAL NAILING SHEAR TRANSFER CONNECTION SILL PLATE ANCHORAGE 7 REQUIREMENTS ALLOWABLE SPACING (IN.) SHEAR STRUCTURAL I PLYWOOD 5/8*0 x 15" 3/410 x 15" LBS. / FT. THICKNESS (IN.) NAIL EDGE FIELD A35 A35F SPACING (IN.) SPACING (IN,) TOP BOTTOM 1 280 3/8" - ONE SIDE 8d 6 12 15 16 32 - DBL-2x 2x 3 2 430 3/8" - ONE SIDE 8d 4 12 10 10 24 32 DBL-2x 3x 3,5 3 550 3/8' - ONE SIDE 8d 3 12 8 9 16 24 DBL-2x 3x 4 730 3/8" - ONE SIDE 8d 2 s.5 12 6 6 16 24 DBL-2x 3x 3,4, 5 5 860 3/8" — BOTH SIDES 8d 4 12 5 5 — 16 DBL-2x 3x 3,4,5 6 1100 318" - BOTH SIDES 8d 3 12 5 5 -- 16 DBL-2x 3x 3,4,5 ZL 1460 3/8" - BOTH SIDES 8d 2 12 5 5 - 16 DBL-2x 3x 1 , VVINIFI I FOLLOWING PROCEDURE AND SEQUENCE �- - j 1 NOTES: 1 I A. BOLT HOLES IN POST MEMBERS TO BE 1 32" MIN. TO 1 16" MAX, 1. ALLOWABLE SHEAR VALUES ARE BASED ON TABLE 23-7i-I-1 OF THE 1997 U.B.C. 1 1 1 LARGER THAN THE HOLDOWN BOLT SIZE. BOLT HOLES IN PLATE 1 I I MEMBERS TO BE 1/2 LARGER THAN HOLDOWN ANCHOR BOLT 2. ALL PLYWOOD SHALL BE STRUCTURAL 1 w/ MORE THAN 3 PLYS I 1 LINE OF STUD I SIZE. ALL HOLES TO BE DRILLED. NO ADDITIONAL HOLES OR 3. STUDS RECEIVING EDGE NAILING SHALL BE 3x OR WIDER wf EDGE NAILING PER DETAIL 6 DEFECTS WILL BE PERMITTED IN POST OR PLATE MEMBERS. I I I 4. WHERE PANELS ARE APPLIED TO BOTH SIDES, PANEL JOINTS SHALL BE OFFSET TO FALL 0 DIFFERENT FRAMING MEMBERS. B. INSTALL POST BOLTS WITH ONE OVERSIZED WASHER EACH BOLT I I PER SPECIFIC DETAILS. WASHER TO BE ON THE SIDE OF POST 6 j I WITH NUTS. INSTALL BOLT WITH THR ED PORTION AND NUT 5. ALL EDGE NAILING SHALL BE STAGGERED WITH NAILING PER DETAIL I I (�` +OPPOSITE THE SIDE WITH THE HOLDOWN. DO NOT TIGHTEN NUTS. 6. USE 10" LONG ANCHOR BOLTS MINIMUM, U.N.O. IN DETAILS I C. TIGHTEN ANCHOR BOLT NUT, SUCH TO ENGAGE THE POST BOLTS I I I 1 AGAINST THE BOTTOM OF BOLT HOLE 7, PLATE WASHERS PER DETAIL SHALL BE PROVIDED AT ALL SILL PLATE ANCHOR BOLTS. lolso() t S__ 4 D. TIGHTEN POST BOLT NUTS DOWN ON THE OVERSIZED PLATE WASHERS - E. AUTHORIZATION TO COVER SH WALLS WILL BE SUBJECT TO RETIGHTENING OF THE ANCHOR BOLT NUTS TO THE SATISFACTION NAILINGEDGE NAILING a 3x EDGE X OF THE CITY DEPARTMENT of BUILDING AND SAFETY INSPECTION LEGEND® 0 STAFF. X' INDICATES PLYWOOD SHEAR PANEL LENGTH LOW INDICATES PLYWOOD SHEAR PANEL CALLOUT PER SCHEDULE INDICATES PLYWOOD SHEAR PANEL ATTACHED TO THIS SIDE OF WALL. PLir"W"YUCOh J"Wo"INT NAIL SCALEHOLDuWN INSTALL NOTES SCALE SCALE N.T.S. N.T.S. N.T.S. 21 NIEVES DENISE PALACIO ,2027 W �•1 CA 927ff >� $ -{ nA, Revision J ^ 1 Planning Submittal 5.4.05 Planning Re --Sub 5.19.05 Bldg Dept Submittal 6.20.05 AB.D. Re —Submittal 7.13.05 I 2027 LY AVE A AAK CA Lor 59 - 7RACr VV Kevin W. Askey, shall retain all common low statutory and other reserved rights, including the copyright for this document including represented designs and SHEAR WALL SCHEDULE i, 2 SHEAR WALL DIAPHRAGM ROOF / FLOOR DIAPHRAGM ATTACHMENT PLATE NO. SHEAR PANEL MATERIAL NAILING SHEAR TRANSFER CONNECTION SILL PLATE ANCHORAGE 7 REQUIREMENTS ALLOWABLE SPACING (IN.) SHEAR STRUCTURAL I PLYWOOD 5/8*0 x 15" 3/410 x 15" LBS. / FT. THICKNESS (IN.) NAIL EDGE FIELD A35 A35F SPACING (IN.) SPACING (IN,) TOP BOTTOM 1 280 3/8" - ONE SIDE 8d 6 12 15 16 32 - DBL-2x 2x 3 2 430 3/8" - ONE SIDE 8d 4 12 10 10 24 32 DBL-2x 3x 3,5 3 550 3/8' - ONE SIDE 8d 3 12 8 9 16 24 DBL-2x 3x 4 730 3/8" - ONE SIDE 8d 2 s.5 12 6 6 16 24 DBL-2x 3x 3,4, 5 5 860 3/8" — BOTH SIDES 8d 4 12 5 5 — 16 DBL-2x 3x 3,4,5 6 1100 318" - BOTH SIDES 8d 3 12 5 5 -- 16 DBL-2x 3x 3,4,5 ZL 1460 3/8" - BOTH SIDES 8d 2 12 5 5 - 16 DBL-2x 3x 1 , VVINIFI I FOLLOWING PROCEDURE AND SEQUENCE �- - j 1 NOTES: 1 I A. BOLT HOLES IN POST MEMBERS TO BE 1 32" MIN. TO 1 16" MAX, 1. ALLOWABLE SHEAR VALUES ARE BASED ON TABLE 23-7i-I-1 OF THE 1997 U.B.C. 1 1 1 LARGER THAN THE HOLDOWN BOLT SIZE. BOLT HOLES IN PLATE 1 I I MEMBERS TO BE 1/2 LARGER THAN HOLDOWN ANCHOR BOLT 2. ALL PLYWOOD SHALL BE STRUCTURAL 1 w/ MORE THAN 3 PLYS I 1 LINE OF STUD I SIZE. ALL HOLES TO BE DRILLED. NO ADDITIONAL HOLES OR 3. STUDS RECEIVING EDGE NAILING SHALL BE 3x OR WIDER wf EDGE NAILING PER DETAIL 6 DEFECTS WILL BE PERMITTED IN POST OR PLATE MEMBERS. I I I 4. WHERE PANELS ARE APPLIED TO BOTH SIDES, PANEL JOINTS SHALL BE OFFSET TO FALL 0 DIFFERENT FRAMING MEMBERS. B. INSTALL POST BOLTS WITH ONE OVERSIZED WASHER EACH BOLT I I PER SPECIFIC DETAILS. WASHER TO BE ON THE SIDE OF POST 6 j I WITH NUTS. INSTALL BOLT WITH THR ED PORTION AND NUT 5. ALL EDGE NAILING SHALL BE STAGGERED WITH NAILING PER DETAIL I I (�` +OPPOSITE THE SIDE WITH THE HOLDOWN. DO NOT TIGHTEN NUTS. 6. USE 10" LONG ANCHOR BOLTS MINIMUM, U.N.O. IN DETAILS I C. TIGHTEN ANCHOR BOLT NUT, SUCH TO ENGAGE THE POST BOLTS I I I 1 AGAINST THE BOTTOM OF BOLT HOLE 7, PLATE WASHERS PER DETAIL SHALL BE PROVIDED AT ALL SILL PLATE ANCHOR BOLTS. lolso() t S__ 4 D. TIGHTEN POST BOLT NUTS DOWN ON THE OVERSIZED PLATE WASHERS - E. AUTHORIZATION TO COVER SH WALLS WILL BE SUBJECT TO RETIGHTENING OF THE ANCHOR BOLT NUTS TO THE SATISFACTION NAILINGEDGE NAILING a 3x EDGE X OF THE CITY DEPARTMENT of BUILDING AND SAFETY INSPECTION LEGEND® 0 STAFF. X' INDICATES PLYWOOD SHEAR PANEL LENGTH LOW INDICATES PLYWOOD SHEAR PANEL CALLOUT PER SCHEDULE INDICATES PLYWOOD SHEAR PANEL ATTACHED TO THIS SIDE OF WALL. PLir"W"YUCOh J"Wo"INT NAIL SCALEHOLDuWN INSTALL NOTES SCALE SCALE N.T.S. N.T.S. N.T.S. 21 NIEVES DENISE PALACIO ,2027 W �•1 CA 927ff >� $ -{ nA, Revision J ^ 1 Planning Submittal 5.4.05 Planning Re --Sub 5.19.05 Bldg Dept Submittal 6.20.05 AB.D. Re —Submittal 7.13.05 I 2027 LY AVE A AAK CA Lor 59 - 7RACr VV Kevin W. Askey, shall retain all common low statutory and other reserved rights, including the copyright for this document including represented designs and 1 , VVINIFI I FOLLOWING PROCEDURE AND SEQUENCE �- - j 1 NOTES: 1 I A. BOLT HOLES IN POST MEMBERS TO BE 1 32" MIN. TO 1 16" MAX, 1. ALLOWABLE SHEAR VALUES ARE BASED ON TABLE 23-7i-I-1 OF THE 1997 U.B.C. 1 1 1 LARGER THAN THE HOLDOWN BOLT SIZE. BOLT HOLES IN PLATE 1 I I MEMBERS TO BE 1/2 LARGER THAN HOLDOWN ANCHOR BOLT 2. ALL PLYWOOD SHALL BE STRUCTURAL 1 w/ MORE THAN 3 PLYS I 1 LINE OF STUD I SIZE. ALL HOLES TO BE DRILLED. NO ADDITIONAL HOLES OR 3. STUDS RECEIVING EDGE NAILING SHALL BE 3x OR WIDER wf EDGE NAILING PER DETAIL 6 DEFECTS WILL BE PERMITTED IN POST OR PLATE MEMBERS. I I I 4. WHERE PANELS ARE APPLIED TO BOTH SIDES, PANEL JOINTS SHALL BE OFFSET TO FALL 0 DIFFERENT FRAMING MEMBERS. B. INSTALL POST BOLTS WITH ONE OVERSIZED WASHER EACH BOLT I I PER SPECIFIC DETAILS. WASHER TO BE ON THE SIDE OF POST 6 j I WITH NUTS. INSTALL BOLT WITH THR ED PORTION AND NUT 5. ALL EDGE NAILING SHALL BE STAGGERED WITH NAILING PER DETAIL I I (�` +OPPOSITE THE SIDE WITH THE HOLDOWN. DO NOT TIGHTEN NUTS. 6. USE 10" LONG ANCHOR BOLTS MINIMUM, U.N.O. IN DETAILS I C. TIGHTEN ANCHOR BOLT NUT, SUCH TO ENGAGE THE POST BOLTS I I I 1 AGAINST THE BOTTOM OF BOLT HOLE 7, PLATE WASHERS PER DETAIL SHALL BE PROVIDED AT ALL SILL PLATE ANCHOR BOLTS. lolso() t S__ 4 D. TIGHTEN POST BOLT NUTS DOWN ON THE OVERSIZED PLATE WASHERS - E. AUTHORIZATION TO COVER SH WALLS WILL BE SUBJECT TO RETIGHTENING OF THE ANCHOR BOLT NUTS TO THE SATISFACTION NAILINGEDGE NAILING a 3x EDGE X OF THE CITY DEPARTMENT of BUILDING AND SAFETY INSPECTION LEGEND® 0 STAFF. X' INDICATES PLYWOOD SHEAR PANEL LENGTH LOW INDICATES PLYWOOD SHEAR PANEL CALLOUT PER SCHEDULE INDICATES PLYWOOD SHEAR PANEL ATTACHED TO THIS SIDE OF WALL. PLir"W"YUCOh J"Wo"INT NAIL SCALEHOLDuWN INSTALL NOTES SCALE SCALE N.T.S. N.T.S. N.T.S. 21 NIEVES DENISE PALACIO ,2027 W �•1 CA 927ff >� $ -{ nA, Revision J ^ 1 Planning Submittal 5.4.05 Planning Re --Sub 5.19.05 Bldg Dept Submittal 6.20.05 AB.D. Re —Submittal 7.13.05 I 2027 LY AVE A AAK CA Lor 59 - 7RACr VV Kevin W. Askey, shall retain all common low statutory and other reserved rights, including the copyright for this document including represented designs and