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MA 2013-664
CITY I LA UI 1 A Case No. . Fee: $200 CowtruniFD,evelopment Department APPLICATION.FOR MINOR ADJUSTMENT AP.PL•ICANT@ Submit this form with two copies of.a scaled site plan, drawn to adequately depict the nature of the request. A nonrefundable fee of $200 is required when the Application is submitted. The check must be made payable to the "City of La Quinta". A Minor Adjustment Permit (Section 9.210.040/Zoning Ordinance) maybe approved only for deviations of up to ten.percent of a numerical development standard (for example, a reduction of one foot from a .ten:foo setback requirement) or for deviations specifically identified in the. La Quinta Zoning Ordinance. Other deviations shall require consideration of a variance (pursuant to Section 9.210.030Nariance\Zoning Ordinance). If the Applicant is not the owner of the property, a letter must be submitted by the owner authorizing the Applicant to execute this document in his behalf. PLEASE PRINT OR TYPE APPLICANT/CONTRACTOR: � i %�� CONTACT PERSON (IF DIFFERENT): J jC,IE MAILING ADDRESS: 7.7'7 75 &Lc i �- �gpATE: _ PHONE: e7 (Address) (City) (State) (Zip) OWNER'SNAME: e MAILINGADDRESS: S 16 S A (Address) (City) ,\: (State) (Zip STREETADDRESS OF PROPERTY: sa.S� l /tea LEGAL DESCRIPTION OF PROPERTY: LOT #_ ASSESSOR'S PARCEL NUMBER: ADJUSTMENT REQUESTED: -%d .�sT REASON FOR REQUEST: QUANTA SIGNATURE OF APPLICANT SIGNATURE OF OWNER (if n the same as applicant) PLANNER: The following findings shall be made by the decision -making authority prior to the approval of any Minor Adjustment Permit: 1. Consistency with General Plan. The project is consistent with the General Plan. 2. Consistency with Zoning Code. The project is consistent with the provisions of the Zoning Code.. 3. Com liance with CEQA. Processing and approval of the permit application are in compliance with the requirements of o Quality Act. 4. S i kVrffae application will not create conditions.materially detrimental to the public health, safety and general welfare orjinjurious to or incompatible with other properties or land uses in the vicinity. MAR 15 2013 A2\Focm013 CITY OF LA. QUINTA COMMUNITY DEVELOPMENT PREPARED 3/15/.13, 14:05:19 PAYMENTS DUE'INVOICE CITY OF LA QUINTA PROGRAM PZ821L ----------------------------- PROJECT NUMBER: 13-00000070 MA 13-664 FRONT SETBACK FEE DESCRIPTION 'AMOUNT DUE ----------------------- -- MINOR ADJUSTMENT 200.00 TOTAL DUE 200.Ob Please.present this invoice to the cashier with full payment.. i P.O. Box 1504 LA QUINTA, CALIFORNIA 92247-1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 March 18, 2013 Mr. Jason Whitley Whitley's Construction 77-775 Jackal Drive Palm Desert, CA 92211 (7610) 7 7 7 - 7 0 0 0 FAX (760) 777-7101 FILE'COPY SUBJECT: MINOR ADJUSTMENT 2013-664: 50-565 EL DORADO DRIVE Dear. Mr. Whitley: This letter is toreport that the Community Development Department has reviewed your Minor Adjustment application .(MA 2013-664), pursuant to Section 9.210.040 of the City of La Quinta Zoning Code. REQUEST: Grant up to a 10% adjustment to reduce the minimum front yard setback from twenty feet (20') to eighteen feet (18') to allow for the construction of an addition to the existing home. CONDITIONS. 1. A building permit shall be obtained prior to construction. 2. The proposed construction shall comply with all other development . standards as required under the La Quinta Zoning Code. DECISION: Approval is granted for the . requested adjustment subject to the above disted conditions and based on the following findings: `4. Minor Adjustment 2013-664 is consistent with the La Qu.inta General Plan, in that the proposal does not alter the approved land use for the property, or affect land use on surrounding similar properties. 2. Minor Adjustment 2013-664 is consistent with the intent of the La Quinta Zoning Code, in that the requested adjustment will be conditioned to comply with all other development standards as required under said Zoning Code. 3. Processing,, and .approval of Minor Adjustment 2013-664 is in compliance with the California Environmental Quality Act. The adjustment requested falls under CEQA _Guidelines Section 15305(a) as a "Minor Alterations to Land" - Class 5 Categorical Exemption. 4. Approval of Minor Adjustment 2013-664 is not detrimental to the public health, safety and general welfare, nor injurious or incompatible with other properties and land use in the vicinity. The adjustment has no impact on health or safety issues, and will not affect physical land use characteristics in the vicinity. Please be advised that the City only approves one Minor Adjustment for one setback per lot, regardless of the percentage of the development standard adjusted. This approval relates only to allowance of the reduction as stated above, -and does not imply any entitlement or approval of a building permit for any structures shown on the plans on file. All other development standards of the La Quinta Zoning Code are applicable and shall be adhered to in preparing plans for building plan check. If you have any additional questions, please contact me at 760-777-7125. Sincerely, z__ ERIC CEJA Assistant Planner '5, w S '"0 ADD[ IONS AND A'ff TER IONS"'10 e"J wTA, C m gl, Aw"bL A 'w 11 45 0 5 6 E wLw J`0 w wmoh j Ov. D 0 Lwm )k R I., LjL1,L U I N S", 2 "Al N: 777m290mmOO7 UU 4, k _7Z R Eu" E IV E r D" MAR 15 2013 CITY OF LA QUINTA COMMUNITY DEVELOPMENT GENERAL NOTES VICINIrf MAP CONSTRUCTION HOURS SHEET INDEX GENERAL INFORMATION NOT TO 5GALE I.- VERIFY CONNECTION POINTS FOR PONER TELEPHONE AND GATV5YSTEM5 PRIOR TO CONSTRUCTION APPROXIMATE ONLY LOCATIONS INDICATED FOR OGTOBER 15T. - APRIL 50TH. CS COVER SHEET i OWNER: OLENN $BARB MADRI 67RANO TRANSFORMER LOCATIONS, ETC. 50 AVENUE MONDAY - FRIDAY: -7:00 a.m. TO 5:50 p.m. I SITE PLAN 505655 EL POR-ADO DR. 2.-GOMPLY HITH ALL UTILITY COMPANY f;zEauif;ZEMENT5. PROVIDE ALL RELATED 5ATURDAY: a: 00 a.m. TO 5:00 p.m. 5UNDAY NONE ELEVATIONS LA QUINTA, CA "12253 CONDUITS, PULL BOXES AND RISERS. . OOVERNMENT CODE HOLIDAY!5: NONE 2 DEMOLITION PLAN LEGAL DESCRIPTION: APN: 7-r-2L10-00-1 5.-GONTRAGTOR SHALL VERIFY ACTUAL DEPTH AND LOCATION OF ALL EX15TINC7, MAY 15T. - 5EPTEMBER 50TH. FLOOR PLAN BOOK/PA67E: ME) 324/& LOT/PARGEL: Ibb UTILITIES PRIOR TO CONSTRUCTION... CALL UNDEROROUND SERVICE ALERT (TOLL VIA VAL�RO MONDAY - FRIDAY: 6:00 a.m. T0'7:OO p.m. ROOFPLAN TRACT NUMBER: 3135 -7 FREE &00-C,42-2444) PRIOR TO TRENCHIN6, 65RADIN5, EXCAVATINO, PRILLINO, PIPE PU5HINO, PLANTIN& TREES, D1061NO FENCE P05T HOLES ETC. THEY P41LL 5ATURDAY: &:00 a.m. TO 5:00 p.m. 5UNDAY: NONE ELEVATIONS THOMA-5 BRO5. PA6E:5410 CERID-G(b SUPPLY INFORMATION OR LOCATE AND MARK. ANY UNDEROROUND FACILITIES. POMELO 5T. ? C-OVERNMENT GODE HOLIDAY!5: NONE PROJECT ADDRESS: 50565 EL DORADO DR. 4.-IF ANY ERRORS, DISCREPANCIES OR OMISSIONS APPEAR IN.THE PRANINC-5, SPECIFICATIONS OR OTHER CONTRACT DOCUMENTS, THE OENERAL CONTRACTOR 3 ELECTRICAL PLAN PLUMBING PLAN LA QUINTA, CA c[2255 OCCUPANCY: 51NOLE FAMI LY R-3/U-1 SHALL NOTIFY THE DE51 ONER IN HRITINO OF SUCH ERROR OR OMISSION. IN THE FAIL5 To 6IVE 5UGH.NOTIGE BEFORE MECHANICAL PLAN EVENT THAT THE 67ENERAL CONTRACTOR CONSTRUCTION AND/OR FABRICATION OF THE HORK, THE OENERAL CONTRACTOR LU EM NOTES AND DETAILS CONSTRUCTION TYPE: TYPE va HILL BE HELD RESPONSIBLE TO THE RESULT OF ANY ERRORS, D15GREPANGE5 OR MOUNTAIN VIEW REFEREINVICE CODES OM155IONS AND THE C05T OF REGTIFYINO THE5AME. COUNTRY CLUB NUMBER OF STORIES: ONE 15.-PROP05ED ROOF TILE, STUCCO FINISH, HINDoH5, ARGHITEGTI)RAL DETAIL5, ETC. Uj IL 4 STRUCTURAL NOTES FIRE SPRINKLERED: NO TH15 PROJECT %VU CO�VLY NITFI. 2010 CALIFORNIA BUILD110 CME (200q 1113C) AREA TABULATIONS: TO MATCH EX15TIN6 LL LU 2010 CALIFORNIA RE510MAL OXE (200q IRr,) 2010 CALIFORNIA HHTRlr.AL CaX (2008 NE-C) 5 FOUNDATION PLAN b.-LI5T OF SPECIAL INSPECTION ITEMS IF REQUIREP 2010 CALIFORNIA 1411501*11C.AL CODE (200q Vr,) 2010 CALIFORNIA PL"% COPE (200q UPG) ROOF FRAMING PLAN • 50IL5 COMPACTION PRIOR FOUNDATION INSPECTION • EXPAN510N/EPDXY ANCHORS INSTALLATION 2010 CALIFORNIA BEP6Y GODE (GEC) 2010 CALIFORNIA FIRE 00PE (2001 IFG) SECTION A TOTAL SITE 12fo34 50. FT. 100.00% • 5TRUGTURAL MA50NRY 2010 CALIFORNIA 6REEN BUILDIN67 5TANPAR195 COME SECTION B Underground Service Alert SITE TITLE 24, PART Z CALIFORNIA ADMIN15TRATNE COM WVIGAP 6OPKIANGE FZMAATION5 LA GVINTA MICIPAL COE NOTES LIVING AREA 5,qrbel 50. FT. 31.41% 6 FOUNDATION &FRAMING PROPOSED ADDITION 315 50. FT. 2.4q % �,q Call: TOLL FREE DETAILS AND NOTES NEW LIVING AREA 4,2&4 50. FT. 33A0 % C, 52 AVENUE 7 T24 REPORT GARAGE &2q 50. FT. 6.56% 1-800 SSWI STEEL STRONG WALL 227-2600 LA QUINTA� CA SSW2 STEEL STRONG WALL TOTAL FOOTPRINT 5,113 50. FT. 40.4(990 TWO WORKING DAYS BEFORE YOU DIG THESE DRANIN65 ARE 6OPYRICHTED INSTRUMENTS OF SERVIGE AS DEFINED BY THE r-ALIFORNIA ADMINISTRATIVE 600E. THEr ARE OVANED BY OLS ARGHITEr-TURE. THEY ARE FOR THE EXr-LUSIVE USE OF THE ONNER NOTED AT THE EX6LUSIVE 51TE INDIGATED IN THE DPAHINC,(S) ONLY TH15 DE516N AND DRANIN65 APE SUBMITTED AS PE5TR1GTIVE AND GONFIDENTIAL DISGL09JRE 'THATMAY NOT13E USED OR REPPODUGED INITHOUT THE k4RITTEN CONSENTOF 6LS ARCHITE6TURE. THIS DP-4,1,4ING, REPRESENTS A PRELIMINARY DESION UNTIL SUCH TIME THE BUILDINO DEPT. HAS AFFIXED THE STAMP OF APPROVAL.O.L.5. ARCHITEGTUPE SHALL NOT BE RESPONSIBLE FOR GOMPLETENE55 OF PRANINC15 FOR BIDDING PURPOSES PRIOR TO ISSUANGE OF BUILDIN6 PERMITS. 7_ CHARLES D. GARLAND ARCHITECT JORGE SEPTIEN DESIGN PRINCIPAL 74-991 Joni Dr. #9 Palm Desert, CA 92260 (760) 340.3528 Tel. (760) 340.3728 Fox E-MAIL gls@gisarchitecture.com D A D. No. C1 1991 d) 10/31/2 13 ,A EKP.DATE Op cp'\'O C.2) C%< REX LIM =FE =Z5 REVISION BY SHEET TITLE: COVER SHEET DRAWN CHECKED G.L.S. J.S. MENCEMENT D A T E MARCH 2013 S C A LE AS NOTED joB N 0. LQ13-26 PRINI 1 E -Thursday 03 14 13, 14:46 SHEET DATEMME PLOTTED: 03114/13 BUILDING DEPT. SUBMII E 1. ALL WORK GALLED FOR IN THESE PLANS SHALL BE EXECUTED WITH EXTREME CONCERN FOR CRAFTSMANSHIP AND SAFETY IN FULL ACCORDANCE WITH THE ADOPTED CODES AND ORDINANCES OF THE JURISDICTION IN WHIGH IT 15 BEING CONSTRUCTED. 2. ALL WORK, WHETHER SPECIFICALLY GALLED FOR OR NOT, SHALL BE CONSTRUCTED UNDER THE LATEST EDITION OF THE UNIFORM BUILDING CODE AS ADOPTED BY THE LOCAL GOVERNING AGENGY. 5. ALL EXTERIOR RIOR F X ATWORK SHALL HAVE A L P051TIVE SLOPE AWAY FROM THE BUILDING (I%" MIN) 4. THE GENERAL CONTRACTOR SHALL THOROUGHLY FAMILIARIZE HIMSELF WITH TH15 DOCUMENTS PRIOR TO PROGEEDING WITH ANY CONSTRUCTION AND SHALL REPORT ANY DISCREPANCY TO THE DE SIGNER PRIOR TO G OMMENGINO ANY WORK. SHOULD ANY DEVIATION BE MADE FROM THESE PLANS WITHOUT THE WRITTEN CONSENT FROM THE DESIGNER THE O WNE GONTRAG TOR ASSUME ALL R/ RESPONSIBILITY FOR SUCH DEVIATION. 5. THE GENERAL CONTRACTOR SHALL SUBMIT -------- COPIES OF SHOP. DRAW1NC5 OF ALL MANUFACTURED IT EMS Le. CABINETS TRU55E5,ETG) TO THE DESIGNER FOR REVIEW AND APPROVAL V PRIOR TO FA BRICATION. THE GL ENERA CONTRACTOR WILL BE RESPONSIBLE E ADEQUATE TIME FOR REVIEW(10 PROVIDE TO V D WORKING DAYS) OF SUBMITTED ITEMS 50 WHEREAS SUCH REVIEW SHALL NOT ADVERSELY IMPACT THE CONSTRUCTION SCHEDULE. 6. INFREQUENT SITE VISITS BY THE DESIGNER OR ENGINEER, IN NO WAY ALLEV IATES THE CONTRACTOR'S RESPONSIBILITY IN RE GARD5 TO CODE GOMPL I ANGE, SAFETY OR THOROUGHNESS. 7. ALL SUB-GONTRAGTOR5 SHALL VISIT THE JOB SITE WITHIN 24 HOURS PRIOR TO GOMMENGINC R SHALL BE K WOR .THE SUB GONTRAGTO RESPONSIBLE FOR REVIEWREATED TRADESING L SUB- SURFACE PREPARATION AND SHALL REPORT ANY NON -CON O F RMING DISC REPANGY TO THE GENERAL` GON TRACTOR. E XECUTION OF WORK BY ANY 5UB-CONTRAGTOR INDICATES ACCEPTANCE OF THE PREY I OU 5 TRADE'S WORK. 8. THE OWNER A67REE5 TO HOLD HARMLESS, INDEMNIFY, AND DEFEND THE DESIGNER, H15 EMPLOYEES, ES AND ENC I NEERS AGA INST ANY AND ALL LIABILITY, CLAIM DAMAGES AN D COSTS OF ERRORS OR I R DEFENSE AR SING OUT OF THE OMISSIONS, OR NEGL (CENT AGT5 CAUSED BY THE MODIFICATIONS TO THE PLANS AND SPECIFICATIONS. Q. ANY GHANGE, MODIFICATION OR ALTERATION OF RI SK THESE PLANS SHALL' BE AT THE SOLERI THE PERSON MAKING OR CAUSING THE SAME AND SHOULD BE REVIEWED BY THE DESIGNER OF RECORD FOR CONFORMITY WITH THESE PLANS. 10. VERIFY GO T R FY CONNECTION POINTS FOR POWER TELEPHONE AND GATV SYS TEMS PRIOR TO LOCATIONS 10 L CONSTRUCTION APPROXIMATE ONLY INDICATED FOR TRANSFORMER LOCATIONS, ETC. II. ` COMPLY WTH ALL UTILITY COMPANY REQUIREMENTS. PROVIDE ALL RELATED CONDUITS, NDUITS PULL BOXES AND RISERS. 12. CONTRACTOR SHALL VERIFY ACTUAL DEPTH AND PRIOR TO XISTING UTILITIES L LOCATION OF ALL E R ND 5ERVIGE N OU CONSTRUCTION... GALL UNDERC ALERT TOLL FREE &00-642-2444 ) 13. PRIOR TO THE N EXGAVATING N ING GRAD( C GH ANTING TREES PIP PUSHING PL DRILLING E DIGGING THEY WILL FENCE POST HOLES ETC. H SUPPLY INFORMATION OR LOCATE AND MARK ANY UNDERGROUND FACILITIES. 14. DELETED 15. B IL NC U D i ADDRESS SHALL BE PROVIDED ON THE BUILDING :IN SUCH POSITION AS TO BE PLAINLY H VISIBLE .END LEGIBLE FROM T ESTREET PER SECTION 502. 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I61020 . , f g t { E TRANSOM Y t3 1 € t € € 14ttt g € t :i 2 , t N t E i € i .. 1 � t , r t I t t 40b0 1470 14-10 t 4 r t t t 10 9 I I f O 5 3 „ E VB21PY , / t fEi , 1 t , 1 , t sole , I t 1 t I i , g , Z € g I F ..... _,. t f k E l bow E I GARAGE \ k , - t I 3 I 1 IREMAN E �....,.... .,. .v .\. .. o . , , E t 9 k .yrr. gn I t �M i CHARLE S D. GARLAND ND ARCHITECT JORGE SEPTIEN DESIGN PRINCIPAL 74-991 Joni Dr. #9 Palm DesertCA 92260 (760) 3403528 Tel. (760) 340.3728 Fax E-MAIL : gls@glsarchitecture.com �a, M R E D AR E C ti 5 i q 9 Q -9 a 2 c.� o No. C11991 N 10/ 31 / 2013 Q EXP. DATE F O I OF � C \F A I I 0 was Emma i ® I I r, I. a l r I I i t I REVISION BY fMm SHEET TITLE: SITE PLAN �A, DRAWN CHECKED q G.L.S. J.S. COMMENCEMENT D A T E MARCH 2O13 SCALE AS NOTED JOB NO. M LQ13.26 PRINT DATEAl Thursday 03 14 13, 14:46 SHEET` I I t. € I I THESE DRAWINGS ARE COPYRIGHTED INSTRUMENTS OF SERVICE AS DEFINED BY THE CALIFORNIA ADMINIST RATIVE CODE. THEY ARE OWNED BY OL5 ARGHITtGIUKt. IHtT AKt rurK IHr- CX(,LUn1VC Ux Ur m� vrvrv�tc 1 ..�.����.� �� �.� ��., ,,, ." ... __�.,..... ._ _. �. ..._ ___.. �.. ,.� ,�_......,.._ ..,. _, .... .� �,__ .� ,,.,. ., ,.,. .,��� .. ... --- � ,.. , ��„ „� „� „��.. �.w...��.,. w� r. � ��...��� DATE/TIMAE PLOTTED: 141 BUILDING DEPT. SUBMn 03l 13 I I I I I I I i i i it II i I i f ^ 4 I ' CHARLES D. GARLAND ARCHITECT JORGE SEPTIEN DESIGN PRINCIPAL _74-991 Joni Dr. #9. Palm Desert, CA 92260 (760) 340.3528 Tel. (760) 340.3728 Fax E-MAIL : gls@glsarchitecture.com p;ED ARC/y l 5 D / . " No. C11991 10/31 /2013 � EXP. DATE 9�� Off@ OF Opv\ 0 e I r f REVISION BY SHEET TITLE: DEEMOLITION PLAN I FLOOR PLAN j R00F PLAN ELEVATIONS DRAWN CHECKED G.L.S. J.S. COMMENCEMENT D A T E MARCH 2013 SCALE AS NOTED JOB NO. LQ13.26 PRINT DATE Thursday 03 14 13, 14:47 SHEET RAWINGS ARE COPYRIGHTED INSTRUME NTS OF SERVICE AS DEFINED b-r IHt C^L.ir-UKNIn rivrurvioi Kr+rrv� wig. ,�.��, ,�� , . _� ..__._. _. _._. ...._ THESE D DATE/TIM�E P'. I LOTTED. 03/14/13 BUILDING DEPT. SUBMn I i I I I pl I I i I i II I I I E. € I !€ i I GM t } ) i f i E } E ! i E CL t s :.». • ! _... F ! E i E € t E E E } p t ! E t } 3t € Yt 0 f U t } € j € 0: I € ! t € E / VERIFY t f i) d ! t VERIFY iE) / W i a.i } a. !€ ! f € ,C` i �1 i E BEDROOM \\� � ) I f a E }€ z ! } i } E t F } E i VFL 1 € 1 t , L GFG M5+P5 a A GI r-------- -- -- - AFGI I I I , I O5 UM I i g J I I I I I FAN _ \ I I - � I 6FGI I I O FGI I ;�?c' + I HP I I I LIGFfT AFGI C � I I I J i � I I I � I FL I I LUMINARIE5(LIeW FIXRRE5),LIC*MN6 / aM ET5, AND/OR GEILIN5 FANS a i F LOOMED OVER A SPA OR HOT TO PH oR WITHIN 5 FEET OF THE IN5IDE WALLS OF THE 5PA OR HOT TO SHALL �L BE MINIMUM OF lt-6. ABOVE THE AFGI MAXIMUIM WATER LEVEL AND SHALL BE PROTEG:T® BY A 6ROUND-FAULT FGI AFGI GIRGUIT--NTERIWER—LUMINARIE5 SHALL BE 51JITABLE FOR DAMP LOGATIM GEC, 680.43 IHB W/ F- FULL PRE55. H05E BIB L L M5+P5 M5+P5 i2E1.OGATED REL OGATED TRI A L,AN ELIEG G L PLAN SCALE: 1 /4" = 1,-Ott GENERAL CONTRACTOR SHALL VISIT THE JOB 5 ITE AND VERIFY ALL EXISTING GONDITIONS I ! � ( 3 ! 122 f t t • t � t ! I 3 , 3 E € E ...........a r3 E I E`jj € r € 3 a »E i E € € t t I I t » E I I E �f € } € t ! IN pp i E .. E • .. 3F i t tp 0 I » I E y$ € E E NTS FIXTURE UNIT COUNT ITEM Q Ty DRAIN FIXTURE IAtlITS EIJILDING — D.F.U. X 6.D = 6.D 'WATER CLOSET LAVATORIE5 LAV I X 1.0 = I.0 �� ER SHOWER 5H I X 2D = 2.D TOTALS 8.0 - s 3 8.0 WATTE UP TO 256 I MAX. x .SO9b FOR BASED ON 2 6.0 6 UNITS USE 4 I/4" FALL. TOTAL FIXTURE UNIT5 f a x` 4 +t:.� • • :tit t a�5 f r �3 "A Y t 4 a_ , x: I 1 a RWI ,.... CHARLES D. GARLAND ARCHITECT JORGE SEPTIEN DESIGN PRINCIPAL 74-991 Joni Dr. #9 Palm Desert, CA 92260 (760) 340.3528 Tel (760) 340.3728 Fax E-MAIL : gls@glsarchitecture.com She ARC D = �� _ s . 01 '�9 2 I �I I I _ 1 -A m N G/0 Z 2 I U d I I No. C11991 i I 'N 0 10/31 /2013 1 Q EXP. DATE � I 1 F OF I I € I I I OE C A I I, 4 a N€ I I I I I I I I I L — — — — — — — — — — — — — — — — — -----� q� ® O 0d4 INV O - FULL PRE55. H05E BIB } HOT -MOPPED 5HOWER PAN SHALL BE O N OF INSPECTED UPON GOMPLETIO N HOT MOPPING AND 5HALL BE FILLED tt WITH WATER FOR IN5PEGTION. 4 DIAM. A55 2%MN GONNEGT TO MAIN 5,EWEiz PLUMBING PLAN r 0 I It ,� 1 . SCALE. 1 /4tt _ O _ GENERAL GONTRAGTOR SHALL V151T THE JOB 51 TE AND ; VERIFY STING CONDITIONS ALL EXI I 5EE 5EG*flO% FOR MORE INFO AT EAVE. ,..»......... ............ G ...»_. _ .. ...».......»., ! RIDE OR HIP TILE t. t , , F . ! € .... „ ! E ! E 30 LB. FELT --- TIE TO EXI5TIN6 DUCT I E WORK I ! 1 i 00 t ».I } t I ! t t 1 E€ } I wE EE i IE i f i ! 6. t E lL E � 8 € I ice.. l t I 3 , ! 3. f" f I 1 € 3€ 1 }I 5G { �; ! I j 4x4 v 3I QT Q t x -- a iv 1 I 0 6 I I MORTAR 2 X 6 NAILER ..._ ....».. PRE-FAB WOOD TRU55 ROOF. TILE ...�..» 2X4 OVER � € � , __ METAL FLASHING . �. ,. .. • ... .., FASCIA i 2X 5TUD'5 ® I6' OL. ' W/ R-X MUL. BY T-24 REPORT: .:,.: ,,, i 12 PLYWOOD TYP. 1RIDGEIHIP DEITAIL, 'I OVERHANG :DETAIL 12 �- 1 150 GFM 1` 8x8 I 25 G + `---ROOF TILE 0 I i I 4 E, 4x4 I I lXI 26 L GA. G.I. F ASHING a I 0 I � I n F WITH I '1/ CRIMP n N I I I I Ln I d- I .. I I I1zrn N I I ; I O N I' I I 50 I ELECTRICAL PLAN PLUMBING PLAN MECHANICAL PLAN NOTES AND DETAILS DRAWN CHECKED d- 1 I I G.L.S. J.S. M I I a� I COMMENCEMENT D A T E 3 150 GFM I r -c3 i MARCH 2O13 -.8x8 , i I } I fn I I -.SCALE:- } J YWOOD A N _.,..,._.r S OTED Q 0 0 P L a JOB N0.> J Min. J LQ 13- 26 a / PRINT DATE z O Thursday 03 14 1314:47 SHEET; z o VAY DETAIL LLE E L a . w MECHANICAL IGA LP AN _ SCALE : 10 1 � D TRAG OR SHALL VI51T THE JOB 5 ITE AN / GENERAL GON T M VERIFY T N NDITIONS L EXIS I G GO AL 0 (n J P RP05ES PRIOR TO ISSUANCE OF BUILDING PERMITS. A PRELIMINARY NOT BE RESPONSIBLE FOR COMPLETENESS OF DRAWINGS FOR BIDDING U U F THE OWNER NOTED AT THE EXCLUSIVE SITE INDICATED IN THE DRAWINGS) ONLY THIS DESIGN AND DRAWINGS ARE SUBMITTED AS RESTRICTIVE AND CONFIDENTIAL DISCLOSURE THAT MAY NOT BE USED OR REPRODUCED WITHOUT THE WRITTEN CONSENT-0F GLS ARCHITECTURE. THIS DRAWING REPRESENTS Y DESIGN UNTIL SUCH TIME THE BUILDING DEPT. HAS AFFIXED THE STAMP OF APPROVAL. G.L.S. ARCHITECTURE SHALL THESE DRAWINGS ARE COPYRIGHTED INSTRUMENTS OF SERVICE A5 DEFINED BY THE CALIFORNIA ADMINISTRATIVE. CODE. THEY ARE OWNED BY GLS ARCHITECTURE. THEY ARE FOR THE EXCLUSIVE USE O _ .. DATE/TIME PLOTTED: 4 1 BUILDING DEPT. SUBMII .. � � 03/1 / 3 J INSPECTIONCONCRETE MASONRY CONCRETE GE ERAL - B 2 1 CB SECTIONS 1 17 1 1 PER 2 O6 IBC 0 0 C S 0 S 08 & 0. . INSPECTIONS P 0 1 CONCRETE MASONRY: SO 1 - CONCRETE PLACEMENT &QUALITY, `1 TYPICAL DETAILS. S OF THE 20061 BG 4 2010 GBG SHALL BE MADE AS APP IGAB E FOR THE `CONCRETE THE FOLLOWING INSPECTION REQUIREMENT L L CONSTRUCTION OF THE PROJECT. REFER AL50 TO THE PRO.EGT SPECIFICATIONS. FOUNDATIONS 1802.1 I810. - " WOOD, LATH, GYPSUM BOARD 108.5.4 108.5.5 CONCRETE Iao2.I o Ig03.1la8. ...BOLTS IN CONCRETE ,2 Ig1I1912 2042.E REBAR 4 P.T. TENDONS 110154. WELDING - 2204.1 STRUCTURAL MASONRY 17015 7. EXCAVATION 4 FILLING 1701.5 I3. SPECIAL INSPECTOR 1103a Z• A. MnF'm 1500 P51 MINIMUM AND HIGHER OR A5 SHOWN ON THE DRAWINGS. B. GRADE N UNITS CONFORMING TO ASTM a0 WITH MINIMUM STRENGTH OF BLOCK TO BE DETERMINED BY REQUIRED , F'm. , G. PROVIDE NORM WEIGHT UNITS FOR RETAINING EARTH 4 ® I . PROVIDE LIGHT AL WALLS UNITS FOR SHEAR WALLS L :..WEIGHT UNITS AT ALL LOCATIONS. D. GROUT 200 P51 MIN., AND HIGHER AS REQUIRED BY SPECIFIED F'm. EXAMINE DETAILS AND SCHEDULES. GROUT ELL ALL CELLS, U.N.O. E. MORTAR TYPE M MINIMUM STRENGTH OR STRONGER A5 REQUIRED TO MEET STREN CRITERIA. F. SEE NOTE 2 OW FOR TESTING REQUIRED TO ESTAB ISH F'm. BELOW L 6 MINIMUM GMU REINFORCING,UON: d dAND #7 ®Ib VERT. 4 016 HORIZ. 2#b MIN. EACH HEAD JAMB AND CORNER, SEE TYPICAL DETAILS. VERTICAL BARS MAY NOT BE SPLICED EXCEPT TO FOOTING DO WELS TESTING: S G. A • PLAGEMENT AND QUALITY 5HALL BE PER RECOMMENDATIONS IN A.G.I.5P-15. A COPY BE AVAILABLE ��- AT THE CONSTRUCTION SITE DURING CONSTRUCTION. • S: 2. CONSTRUCTION DETAILS NOT FULLY SHOWN OR NOTED SHALL BE BUILT IN A MANNER CONS 5 TENT WITH THE DESIGN INTENT CONTAINED IN DETAILS SHOWN FOR SIMILAR CONDITIONS. ALL WORK OR GONTRUGTION SHALL' COMPLY WITH ALL ` REGULATIONS AND 5A REQUIREMENTS. CODES. RE6ULA A FTY APPLICABLE BUILDING ABLE DISCREPANCIES: -DEBRI REMOVE ALL DEBRIS FROM FORMS BEFORE POURING. DO NOT PERMIT REINFORCING TO BE CONTAMINATED BY FORM ,RELEASE AGENTS. 3. EMBEDDED ITEMS: _ I T10N5 AT THE J06 SITE AND BR ING TO TJE SITE CONTRACTOR SHALL VERIFY. ALL DIMENSIONS, CONDITIONS AND ELEYA N I I Y DRAWINGS AND ARCHITECT'S ATTENTION ANY DISCREPANCIES. I THE CASE OF AN NGONG STENG .BETWEEN OR WITHIN EITHER DOCUMENT NOT CLARIFIED BY AN ADDENDUM THE M05T 5TRIN6ENT SHALL GOVERN SPECIFICATIONS W LA , THE BETTER QUALITY OR GREATER QUANTITY 01= WORK SHALL BE PROVIDED IN ACCORDANCE WITH THE ARCHITECT'S INTERPRETATION 3. SHORING & BRACING: 4. A. ALL INSERTS SHALL BE CAST IN CONCRETE AND SHALL BE SECURELY POSITIONED IN THE FORMS BEFORE PLACING THE CONCRETE. B. DRILLED FASTENERS ARE NOT PERMITTED UNLESS THE CONTRACTOR FULLY DETAILS AND OBTAINS APPROVAL FROM THE ENFORCEMENT AGENCY FOR THEIR USE. G. POWER DRIVEN FASTENERS WILL BE PERMITTED ONLY WHEN IT GAN BE 5HOWN THAT THEY WILL NOT 5PALL THE CONCRETE AND ARE LOCATED 50 AS TO AVOID REINFORCING. CONTRACTOR SHALL FULLY DETAIL FU Y AND L OBTAIN APPROVAL FROM THE ENFORCEMENT AGENCY BEFORE INSTALLATION D. ALL HARDWARE SHALL HAVE A CURRENT I.GB.O. RESEARCH REPORT AND SHALL BE ACCEPTED BY THE STRUCTURAL ENGINEER, THE INSPECTOR, AND THE ENFORCEMENT AGENCY BEFORE INSTALLATION. TALLA CONSTRUCTION I0 JOINTS: IT SHALL BE THE CONTRACTORS SOLE RE5P05161LITY TO DESIGN AND PROVIDE ADEQUATE SHORING, BRACING AND FORMWORK ETC. AS REQUIRED FOR THE PROTECTION OF LIFE AND PROPERTY DURING THE CONSTRUCTION OF THE .- STRUCTURE. TS HAVE A. BRACING T SUPPORTING ELEMENTS AND SHORING 15 REQUIERED FOR RETAINING WALLS UNTIL ALL OTHER ATTAINED FULL D5 16N STRENGTH. PROVIDE COMPLIANCE WITH F'm PER UBG REQUIREMENTS FOR FULL ALLOWABLE STRESSES IN ACCORDANCE WITH ONE OF THE FOLLOWING. MASONRY PRISM TESTING OR MASONRY PRISM TEST RECORD. OR UNIT STRENGTH METHOD. CONTRACTOR SHALL PROVIDE ALL TESTS AND RECORDS FOR METHOD CHOSEN. Z. PERIODIC INSPECTOR 1702.1 1710 APPROVED FABRICATOR 1101.1 CONCRETE: 3. C�'OUT ITS. 4. N LOADS TO ELEMENT I IT NSTRUGTIO L S B. PROVIDE SHORING FOR OTHER ELEMENTS. AS REQUIRED TO TRANSMIT GO CAPABLE OF RESISTANCE WITHOUT DAMAGE TO PERMANENT STRUCTURE. EXCAVATION: 0 0 , ,. on 5• A. HORIZONTALAND VERTICAL CONSTRUCTION JOINTS IN AND FOOTINGS SHALL HAVE SURFACES RAKED AND WALLS 11 II MIT SPECIFIC ROUGHENED TO A MINIMUM OF I/4 AMPLITUDE AND KEYS AT 12 O.G. UON SUB GIF PROPOSED LOCATIONS FOR REVIEW BY STRUCTURAL ENGINEER. 5. 2X KEYS X I THICKNESS, CONTINUOUS. 51� DETAI 5. B. SLAB ON GRADE NOMINAL /3 SLAB TH GK , GO DETAIL G. ALL JOINTS NOTED ON THE DRAWINGS A5 SLIP JOINTS SHALL BEARING SURFACE TROY�ELLED SMOOTH AND WITH 16 GAUGE GALVANIZED MET SHEET FO OWED BY 2 LAYERS OF b MIL VISQUEEN. IP JOINTS COVERED AL AL LL LA 5L SHALL NOT BE KEYED OR PREVENTED FROM SLIPPAGE IN ANY WAY. PIPES AND CONDUIT: CO MASONRY UNITS SHALLBE ID TO A MAXIMUM HEIGHT OF FIVE FEET BEFORE GROUTING, HI6H LIFT GROUTING MAY NOT ` LA GROUT L OUT / BE USED CONTRACTOR SUBMITS PROPOSED METHOD AND OBTAINS APPROVAL FROM THE ENFORCEMENT UNLE:55 AL ORG 4. REINFORCING IN MASONRY. 5. IN LAGGING, SHORING THE CONTRACTOR SHALL BE 50LEL Y RESPONSIBLE FOR ALL EXCAVATION PROCEDURES INGLUD 6 LA66 TURES 5TREET AND UTI ITIE5 IN AGGORDANGE WITH THE AND PROTECTION OF ADJACENT PROPERTY, STRUG L ENFORCEMENT AGENCY. • OTHER TRADES. 3. A. DURING THE TAKINC7OF TEST SPECIMENS AND PLACING OF ALL REINFORCED CONCRETE AND PNEUMATICALLY PLACED CONCRETE. B DURING INSTALLATION OF ALL SLIP JOINTS REINFORCING:, SIB SECTION BELOW. REINFORCINGBAR S 6. PIPE, VENT, DUCT SEE ARCHITECTURAL, ELECTRICAL AND MECHANICAL DRAWINGS FOR SIZE AND LOCATION OF , OTHER OPENINGS AND DETAIL NOT SHOWN ON THESE STRUCTURAL DRAWINGS. ALL DIMENSIONS ARE TO BE GEKED AND VERIFIED WITH THE ARCHITECTURAL DRAWIN6 5 • BA KFILL C PIPES AND ELECTRICAL CONDUIT SHALL NOT BE EMBEDDED IN STRUCTURAL CONCRETE EXCEPT A5 SPECIFICALLY APPROVED BY THE STRUCTURAL ENGINEER. SUBMIT SHOP DRAWINGS SHOWING ALL PIPE AND CONDUIT SIZES, LOCATIONS I MAXIMUM SIZE 5H BE 14 OF THE 5 THICKNESS AND LOCATED AT THE MID DEPTH OF THE SLAG. .AND SPACING. ALL / LAB DIAMETER THE RGE5T I AND CONDUIT 5HALL NOT MINIMUM SPACING IN SLABS SHALL BE 6 TIMES THE D OF LA PIPES D E REBAR NOR IMPAIR THE STRENGTH OF THE MEMBER. G SPLA A. DURING THE PLACING OF REINFORCING STEEL FOR ALL STRUCTURAL CONCRETE AND MASONRY. B. DURING IN OF INSERTS. FLAG 6 ALL 4 1 E LD i N WELDING: • REBAR GRADES. NOTED OTHERWI W REINFORCING STEEL INCLUDING FOUNDATIONS AND MASONRY SHALL BE NEW u1�.F55 SE BELOW, , F TO A5TM Ab15 GRADE 60. SEE WELDING 4 CUTTING FOR BARS TO BE STOCK DEFORMED BARS CONFORMING PLACED UNTIL AFTER THE BAGKFILL A5 IT OCCURS AROUND THE EXTERIOR PERIMETER OF WALLS SHALL NOT BE FLAG L DURING ALL STRUCTURAL WELDING INCLUDING WELDING OF REINFORCING STEEL. 5. HIGH STRENGH BOLTING. Z. I^ELDED. ,, I t-� t-� I ,, I L� I Y Y� I L/ �L/ Y V I �� ��L.�� �i 6. • FORMWORK: 0 ARE SUPPORTED COMPLETION OF INTERIOR FLOOR SYSTEMS. DO NOT PROCEED WITH BAGKFILL UNTIL I DAYS TED BY THE MPLET Y WALLS ARE ADEQUATELY BRACED. ` AS A MIN COMPLETION OF INTERIOR FLOOR SYSTEMS UNLESS MINIMUM AFTER THE GOMPLET 0 L BAGKFILL SHALL NOT BE PLACED UNTIL AFTER COMPLETION, INSPECTION AND ACCEPTANCE OF WATERPROOFING HELPED WIRE FABRIC SHALL GO NFORM TO ASTM A82 AND AI85. A. DE516N 5HORIN6 5UFFIGIENT TO SUPPORT CONSTRUCTION DEAD AND LIVE LOADS. B. DESIGN FORMING CONSISTENT WITH DIMENSIONS AND EXPECTED RATE OF POURING. WALL WALL TIGHTENING OPERATIONS.WHERE ING BO T INST TIONS ANDOCCURS DURING ALL L INSTALLATIONS 6. STRUCTURAL MASONRY: RY. TR T SO S UC U 3. DOWELING: 0 G. y G. N THE FORMING 5HORIN STEM MAY BE REMOVED I AFTER PLACING NO PORTION OF OFR 6 SYSTEM VED LESS THAN 2 HOURS CONCRETE. GONG 7 • ' SAFETY : 4. G A5 THE BARS WALLS SHALL BE DOWELED INTO FOOTINGS OR SLABS WITH BARS OF THE SAME SIZE AND SPACING ALL , ABOVE UON. LAP 60 BAR DIAMETERS MIN. LAPSPLICES: 7• CEMENT: 7. N AND PLACING OF ALL IN PREPARATION OF MASONRY WALL PRISMS AS REQ.b BY BUILD6 AUTHORITY) SAMPLING LA DUR G ( MASONRY UNITS PLACEMENT OF REINFORCEMENT, PLACEMENT OF ANCHOR BOLTS, INSPECTION OF GROUT SPACE AND DURING GROUTING OPERATIONS. IMMEDIATELY PRIOR TO CLOSING OF GLEAN OUTS, A ALL DIAPHRAGM. 8. AND THE SAFETY OF THE..... A. THE CONTRACTOR 15 RESPONSIBLE FOR SAFE CONDUCT OF CONSTRUCTION A WORKER. THIS INCLUDES, BUf 15 NOT LIMITED TO, THE CONSTRUCTION SEQUENCE, SAFETY APPLIANCES SUCH AS I BARRIERS ETC. TEMPORARY BRACING AND SHORING AND REMOVAL OF SAME. PERIODIC VISITS TO THE HANDRA LS, AL STRUCTURAL ENGINEER FOR FAMILIARIZATION,ATION DO NOT CONSTITUTE SITE BY THE CLARIFICATION OR INTERPRET ' SUPERYI510N OR INSPECTION. ALL CONSTRUCTION SHOULD CONFORM TO FEDERAL, STATE, AND CITY STANDARDS. B. PROVIDE PEDESTRIAN PROTECTION AT PUBLIC WAYS. • GOVERNING CODES. CEMENT 5H BE - ALL TYPE II PORTLAND CEMENT CONFORMING TO UBG STANDARD la I • 8. CONCRETE AGE: Gi 5, A. DO NOT SPLICE BARS EXCEPT WHERE SPECIFICALLY SHOWN ON DRAWINGS OR APPROVED BY THE STRUCTURAL . ENGINEER. B. FOR GONGRETE PROVIDE LAPS PER GENERAL DETAILS UON. G. FOR CONCRETE MASONRY PROVIDE 60 DIAMETER MINIMUM LAPS UON. D. LAPS IN HORIZONTAL BARS SHALL BE STAGGERED. • HOOKS AND BENDS. - NAILING DONE WITH COMMON NAILS TO SPECIFIED SPACING ANID VERIFY ANY 5 PLY STRUCTURAL I PANELS VERIFY ALL 0 THAT SHEATHING 15 UNDAMAGED $ Y CONSTRUCTION PROCESS. 8. FIELD INSPECTOR: 9. NO MORE THAN q0 MINUTES SHALL ELAPSE BETWEEN CONCRETE BATGHING AND CONCRETE PLACEMENT UNLESS _ APPROVED BY STRUCTURAL ENGINEER. S� AGI 301 8a FOR LIMITATIONS AN5 PRACTICES DUE ( TO HIGH _'TEMPERATURES a • FIELD FOREMAN: 0 9 FIE INSPECTORS SHALL DEMONSTRATE A MINIMUM OF THREE YEARS EXPERIENCE IN THE SPECIFIC '�' � CONSTRUCTION BEING INSPECTED. TEST AND INSPECTIONS. S 10. THE FIELD FOREMAN RESPONSIBLE FORE THE LE PLACEMENT OF ALL STRUCTURAL CONCRETE SHALL DEMONSTRATE A MINIMUM OF THREE YEARS EXPERIENCE IN THIS CAPACITY FOR THIS TYPE OF CONSTRUCTION. AGGREGATES: GG GATES. 9 • A. 1BG 2006 OR GBG 2010 I LOADS B. DESIGN - _ LIVE LOAD - 20 - I. ROOF L L P5F ROOF DEAD LOAD a P5F TRUSS TOP GHORD DEAD AND LIVE LOAD 32 P5F / TRUSS BOTTOM CHORD DEAD AND LIVE LOAD - 7 P5F , 2. WIND IMPORTANCE FACTOR I.00 WIND ZONE a5 MPH EXPOSURE G I G DEFINITION D OGUPANGY CATEGORY II 3. 5 TE LA55 ( ) = 4. SEISMIC DESIGN CATEGORY (D) , COEFFICIENT Gs 0.15 - - - - - _ _ _ _ _ 5. SEISMIC 5s 15g 51 Obg, R 6S 5Ds L00 SDI Ob PERMITS: , HOOKS AND BAR I SHALL CONFORM TO GBG 2007 AND AGI 315. BENDING DETA LS ALL 6. ` INSTALLATION: TALLATI N S 0. A. AGGREGATES SHALL NOT CONTAIN REACTIVE SUBSTANCES IN AMOUNTS THAT ARE DETERMINED TO BE DELETERIOUS TO THE CONCRETE. B. AGGREGATE SIZES SHALL CONFORM TO THE SPEGIFIGATIONS. G. COARSE AGGREGATES SHALL GON515T OF A GLEAN, HARD, FINE-6RAINED, 50UW GRU5HED GRANITE OR LIMESTONE, AND OR WA5HED GRAVEL AND L / VEL SHALL BE FREE OF OIL ORGANIC MATTER OR OTHER DELETERIOUS SUBSTANCES A5 LIMITED BY TABLE NO3 ASTM G33. D. THE COARSE AGGREGATES EXCEED a SHALL NOT EX G .0 CUBIC FEET PER CUBIC YARD OF GONG CONCRETE TESTED STOCK. ETC. SHALL BE FROM TE5 CEMENT AGGREGATE REINFORCING STEEL STRUCTURAL STEEL ALL A. ALL / T REPORTS SHALL BE FURNISHED TO THE ARCHITECT UPON REQUEST. COPIES OF TEST B. SEE SPECIFICATIONS FOR ADDITIONAL TEST AND/OR INSPECTION REQUIREMENTS.'.. N I LOCATION OF DO MAINTAIN SPECIFIED L DOWELS. A. PROVIDE TEMPLATES TO MAINT B. PROVIDE A IE5 TO MAINTAIN VERTICAL WALL BARS IN PLACE DURING POURING 51N6LE CURTAIN GGE550R M VERTICAL BARS SHALL BE SECURED WITH I/4 INCH OF THE SPECIFIED LOCATION. SUPPORT SPACING FOR VERTICAL R DIAMETERS. NOT GEED 100 BA D BARS SHALL 0 EX I G. TIE ALL SUPPORTS SPLGE5 A ND ACCESSORIES. D. ALL BARS SHALL BE SECURED IN PLACE PRIOR TO PLACEMENTOF ANY CONCRETE. PERMITS FROM THE STATE OF GALIFORNIA DIVISION OF INDUSTRIAL SAFETY ARE REQUIRED FOR THE CONSTRUCTION BUI INGS 5TRUGTURES OR SCAFFOLDING H16HER THAN THREE STORIES OR THIRTY 51X FEET AND FOR TRENCHES OF LD TY 7 REINFORCING TIN F REINFO C G BARS. CONCRETE PROTECTION O 11 ADMIXTURES. OR RED DESCEND EXCAVATION DEEPER THAN FIVE FEET INTO WHICH WORKERS ARE REQUIRED TO END A. CAST IN PLACE CONCRETE/ NON PRE STRESSED. MIN. COVER A A. ADMIXTURES SHALL BE APPROVED BY THE ARCHITECT AND THE ENFORCEMENT AGENCY. 1 N DINATION: COOR0 CAST AGAINST PERMANENTLY EXPOSED EARTH 311 EARTH OR WEATHER: FORMED EXPOSED TO EA d #6 � LARGER 2 11 #5 45MALLER II/2 NOT EXPOSED TO EARTH OR WEATHER. TS (SLAGS, WALLS, JOISTS ) d # # 112 14 � I8 / II 4 SMALLER 12 • N I GH B. ADMIXTURES GO TAIN N6 LORIDE IONS NOT PERMITTED. G. ADMIXTURES TO REDUCE WATER CONTENT AND SHRINKAGE ARE ENCOURAGED. D. .PROVIDE CURING FOR CONCRETE 5 IN I 21 MIT PROPOSED ALL LABS ACCORDANCE WITH AG 301 SEC .SUB CURING METHODS FOR APPROVAL BY ARCHITECT.ALL • MIX DESIGNS: N S G S. . IT 15 THE DECLARED AND ACKNOWLEDGED INTENTION AND MEANING THROUGH COORDINATION OF 5PEGIFIGATION5 � , LA COMPLETE , DRAWINGS AND SCHEDULES TO PROVIDE AND 5EGURE THE CONTEMPLATED STRUCTURE GO AND READY FOR USE AND ITEMS SHOWN OR GALLED FOR OR REASONABLY INFERRED I IN WHETHER L BY NTENT SHALL BE GLUDEDSUBMITTALS SPECIFICALLY 5HOM OR NOT. THE CONTRACTOR 514ALL COORDINATE THE WORK OF THE VARIOUS TRADES AND GRAFTS TO AVOID P05515LE INTERFERENCES DUPLICATION OF WORK OR F NI AND CONFLICTS BETWEEN UN I SHED GAPS G0 L OPERATIONS THE VARIOUS TRADES AND GRAFTS SHALL AGREE THAT T CONDITIONS, MINOR DEPARTURES DUE 0 FIELD GONDI 10 S I , FROM THE DRANIN66 BOUND TO OGGUR, AND THAT SUCH DEPARTURES ARE SELF GOMPEN5ATIN6 50 FAR AS COST OF ADDITIONS OR DEDUGTION5 ARE CONCERNED. NO CLAIMS FOR EXTRAS WILL BE ALLOWED 1N CONNECTION WITH SUCH LL MINOR CHANGES DUE 50LELY TO FIELD CONDITIONS. 1 SHOP DRAWINGS: A. PROPORTIONS OF MATERIALS FOR CONCRETE SHALL BE ESTABLISHED BY AND CONFORM TO THE REQUIREMENTS ` OF UBG SECTION 2605 FOR PROPORTIONING ON THE BA515 OF FIELD EXPERIENCE AND OR TRIAL MIXTURES. / ING ITEMS BE SUBMITTED TO THE ENGINEER IN G GULATIONS SAMPL E5 ETC. FOR THE FOLLOW SHALL A. SHOP DRAWINGS, AL / i FABRICATION OF WORK FOR REVIEW A MINIMUM OF 15 WORKING DAYS PRIOR TO BEAMS 4 G,OL(� I I/2 3. CAST IN PLACE CONCRETE: CS CCOC 14 • A. GONGRETE 145 PGF STONE U.O.N ( ) PSI (MIN) FOUNDATIONS 2500 SLABS ON GRADE 2500 • PUMPED CONCRETE: U CO C AND SIGNED BY TEST LAB'S I'ROFES510NAL EN61N�R N 5H BE STAMPED IG L CONCRETE MIX DESIGN .ALL 2. REBAR NEOUS IRON. 3. STRUCTURAL STEEL AND MISCELLANEOUS CONNECTIONS, AND EMBEDS SHALL BE STAMPED SIGNED BY 5 TAIR 4. 5 STAIR FRAMING RAILINGS, DONNE STEEL 11 • INSPECTION: . ANY INSPECTION, SPECIAL OR OTHERWISE, THAT ARE REQUIRED BY THE BUILDING CODES LOCAL BUILDING DEPARTMENTS OR THESE PLANS SHALL BE DONE BY AN INDEPENDENT INSPECTION I VI IT THE. NSPECTIO COMPANY. JOB 5 TE 5 S BY STRUCTURAL ENGINEER DO NOT CONSTITUTE AN OFFICIAL INSPECTION. IF CONCRETE IS PLACED BY THE PUMP THE METHOD SUPPORTS SHALL BE PROVIDED FOR THE HOSE THE SHALL NOT BE ALLOWED TO CONTACT THE REINFORCING. THIS REQUIREMENT 15 MANDATORY. DISCHARGE SHALL BE DIRECTED 50 AS TO PREVENT DISPLA REINFORCING OR ACCESSORIES. CEMENT OF RE MANUFAGTURER'S PROFE55IONAL ENGINEER. 5. GLUED LAMINATED TIMBERS 6. TRU55 JOISTS 13• • ERTIFIED FA ABRI ATCIRS BRICATORS: C FABRICATORS OF MANUFACTURED WOOD PRODUCTS AND WELDED A55EMBLIE5 OF ALL TYPES INCLUDING STAIR AND HAND/GUARDRAILS) SHALL BE CERTIFIED IN ACCORDANCE WITH 2O06 I136'4 2010 GBG CODE SECTION 110.7 BEFORE 1. CONCRETE CURING METHODS 8. WELDING PROCEDURE SPECIFICATIONS , B. SHOP DRAWING SUBMITTALS SHALL INCLUDE A MINIMUM OF ONE SET OF TRANSPARENCIES. M � E R U � PLYWOOD GOMMENGI% WORK. IF THE FA13RIGATOR 15 NOT REGISTERED IN THE JURI50IGTION WHERE THE COMPONENTS ARE TO BE INSTALLED IVER5IDF COUNTY G HE SHALL SUBMIT HI5 CERTIFICATE FOR ANY O OTHER JURISDICTION FOR REVIEW A (R A) AND ACCEPTANCE BY THE ENGINEER PENDING CERTIFICATION BY THE GOVERNING AUTHORITY. WHERE THE SUPPLIER CANNOT 1. GRADE &SIZE 8• BLOCKING: T A CONTRACT DOC CONSIDER HAN6E5 OR DEVIATIONS TO THE GO T UMENTS 5 G . REVIEW OF SHOP DRAW IN65 DOES NOT GO G SHOULD NOT BE CONSTRUED A5 APPROVAL OF ANY SUCH ITEM. WITH CRITERIA OF GBG 2010 HE W SHALL NOTIFY SHOW COMPLIANCE THE ENGI THE CONTRACTORAND MY PROPOSE TO GTION NSPE AND TESTING IN LIEU OF CERTIFICATION. I G TION. SUCH TESTING SUPPLY SPECIAL N6 AND INSPECTION TO BE DONE B Y THE OWNERS REPRESENTATIVE BUT PAID FOR BY THE GONTRAGTOR . THE CONTRACTOR 514ALL INFORM THE OWNER AND ALL STRUCTURAL LUMBER SHALL BE 545 DOUGLAS FIR OF THE FOLLOWING GRADES UNLE55 NOTED OTHERWISE: ------------------------------------- STUDS, PLATES AND BLOCKING STANDARD SOLID BLOCKING SHALL BE PLACED BETWEEN JOISTS OR RAFTERS AT ALL SUPPORTS AND AT S -0 O.G. MAX. . THE ENGINEER OF H15'INTENTION TO UTILIZE NON- CERTIFIED FABRICATORS AS SOON AS P055113LE AFTER RECEIPT OF NOTICE TO PROCEED WITH THE PROJECT. FOUNDATIONS I JOISTS AND PLANKS 2 TO 4 WIDE AND b AND DEEPER--------- NO.2 4X BEAMS HEADERS d5TRIN6ERs NO 9• HARDWARE Z. 3. BEAMS HEADERS d STRINGERS bX AND ---------------- NO. / ( LARGER) POSTS AND TIMBERS ------------ ----------------------------------- - NO.2 LUMBER 5H BE GRADE STAMPED BY AN APPROVED GRADING AGENCY ALL ALL MOISTURE CONTENT: MAXIMUM 5TORA6E CONTENT SHALL NOT EXCEED lad MOISTURE NLESS NOTEDOHWISE. _ -PLYWOOD: OO 10. JOIST HANGERS AND OTHER CONNECTORS 5H1 BE BY SIMP50N SILVER OR EQUAL. ALL , • NAILING: NA G PLANS AND/OR SCHEDULES FOR NAILING OF VERTICAL AND HORIZONTAL SHEATHING (SHEAR PANELS AND DIAPHRAW5). INSTALLATION OF VERTICAL AND HORIZONTAL SHEATHING SHALL BE NAILED AND INSPEGTED PRIOR TO ' COVERING. NAIL5 5HABE DRIVEN PERPENDICULAR WHERE P055IBLE INSTEAD OF USING TOE NAILS. - PREDRILL FOR ALL NAILS 20d AND LARGER. � NAILING SHALL BE IN ACCORDANCE WITH DETAILS AND WHERE NOT 0 THERWISE NOTE. L NOTES. 1 DESIGN. GLUED LAMINATED TIMBER CONFORMANCE WITH DESIGNED IN GO N I DE5 FOUNDATION 5 .SB.P. A T 1000 PSF T OUND SPREAD F OOTING WITH A (NET) RECOMMENDATIONS BY SOILS REPORT SEE SOILS REPORT FOR ALL iZEGOMMENDATI0N5 REGARDING EXCAVATION,SEE BACK FILL, ETC. I - 1 MATERIALS' : A MATERIALS, MANUFACTURE AND QUALITY CONTROL SHALL BE IN CONFORMANCE WITH COMMERCIAL STANDARD 65 253 STRUCTURAL GLUED LAMINATED TIMBER FLOOR OR ADJACENT FINISHED L T NG5 SHALL EXTEND A MINIMUM OF 2 4 INCHES BELOW LOWEST AD I BOTTOM OF ALL FOOTINGS I. - BE RETAINING WALL FOOTINGS SHALL RING RETA I FINAL GRADE AND IS MIN. INTO UNDISTURBED NATURAL SOIL. NON -BEARING n I : 3. OR OR FINAL GRADE. EMBEDDED MIN. 24 BELOW L OWEST ADJACENT FINISH FLOOR INSPECTIONS: 4. - GDX WITH EXTERIOR TYPE I �4. PLYWOOD .SHOULD BE STRUCTURAL I.OR GRADE ( GLUE) AND SHALL CONFORM TO PS- EACH SHEET SHALL BE IDENTIFIED BY A REGISTERED STAMP OR BRAND OF THE A.P.A. ALL HORIZONTAL PLYWOOD g SHALL HAVE ALL EDGES NAILED TO JOISTS, BLOCKS, HAILERS BEAMS. PRESSURE TREATED WOOD. ALL WOOD BEARING ON CONCRETE OR MASONRY SHALL BE PRESSURE TREATED DOUGLAS FIR AND CONFORM TO U.B.G.UG. - d 1 ALL NAILS SHALL CONFORM IN DIAMETER WIRE G AND PENETRATION TO THE MINIMUM FOR GOMMON NAILS AS ( �) _ SHOWN BY THIS LOWER HALF OF TABLE 23 I-6 IaaT UBG GORE. NO BOX NAILS SHALL BE PERMITTED IN THIS JOB. 2. • MATERIALS: M AT S. 3• M5 5H GLUED LAMINATED BEAMS ALL BE COMBINATION I6 F V6 OF 61.. ARCHITECTURAL APPEARANCE GRADE WHERE EXPOSED, GRADE WHERE NOT EXPOSED A AND INDUSTRIAL AND INDUSTRIA L AL GRADE WHERE NOT EXPOSED. EXTERIOR GLUE SHALL BE PROVIDED. MATERIALS: , THE SOILS ENGINEER OR HI5 REPRESENTATIVE SHALL INSPECT ALL WORK PRIOR TO THE PLACEMENT OF ANY N 6ENGY KITTEN VERIFICATION THAT REINFORCING STEEL OR CONCRETE AND SHALL PROVIDE THE 60YERNI 6 A - , _ 4. T 05ED BEARING CONDITIONS ARE IN CONFORMANCE WITH THE RECOMMENDATIONS 61VEN IN THE SOILS REPORT EXPOSED INSPECTION BY THE GOVERNING AGENCY PRIOR TO INSPE / WALLS: ING WA S. RETAINING 5. - STANDARD 25 12. BOLTS. HAVE STANDARD GUT WASHERS UNDER HEAD AND NUT UNLESS NOTED BO T5 BEARINGS ON WOOD SHALL H ALL L I BOLTS SHALL BE RETI6HTENED PRIOR TO APPLICATION OF PLYWOOD PEAS ETC. OTHERWISE. ALL � 11. SILL PLATES. d 11 SILL PLATES OF ALL INTERIOR STUD WALLS SHALL BE ANCHORED WITH 1/32 D 3 1/4 PINS ®24 O.G. MAX, UNLESS OTHERWI5E NOTED. THE GLUED LAMINATED BEAMS SHALL BE FURNISHED BY A LICENSED FABRICATOR SPECIALIZING IN THIS TYPE OF IGATOR SHALL SUBMIT WORK. THE FABR COMPLETE SHOP DRAWINGS AND HIS CERTIFICATION A5 AN APPROVED 6 THE EN INEER FOR APPROVAL IG TOR TO AL PRIOR TO F FABR A FABRICATION. T . WATERPROOFING _ VIDE SHORING OF ALL RETAINIGE. PROVIDE NG WALLS UNTIL PERMANENT SUPPORT IS IN PLACE PRO _ - _ N SYSTEM PER 501 T FOR ALL SUB GRADERETAINING WALLS. BACK FILL DRAIL 5 REPORT - - . :...HOLES HOLES: LES. d I Ib LARGER THAN THE NOMINAL BO T DIAMETER. DRIIl PILOT FOR BOLTS SHALL BE BORED NO MORE THAN / LA NAL L L d 6 BOLTS. 3 I6 SMALLER IN DIAMETER THAN LA HOLES/ L 12. SPLICE. LAP ALL PLATE SPLICES NOT LESS THAN 4-0. J 7. CUTTIG. NG: G. SPECIALLY DETAILED AND APPROVED F PIPES ET MLE55 ALL NOTED OR STRUG MEMBERS 5H NOT BE GUT OR TURAL ALL , IN WRITING BY THE ENGINEER. i s a I �y�,�, e^�ts x sue. W .. i *xy l ? MT z s r . ,fir~ .ter rf ICHARLES D. GARLAND ARCHITECT JORGE SEPTIEN DESIGN PRINCIPAL ' 74-991 Joni Dr. #9 Palm Desert, CA 92260 760 340.3528 Tel. (760) 340.3728 Fax IE-MAIL : gls@glsarchitecture.com E R E D A R C ti cl 5 i D. S 9 N0. C11991 10/ 31 / 2013 Q ,A EXP. DATE 9 �I OF p \,'\ Lu I ® I I i 1 1 REVISION BY I i SHEET TITLE: STRUCTURAL NOTES I� i DRAWN CHECKED G.L.S. J.S. COMMENCEMENT E T D ATE MARCH 2O13 SCALE AS NOTED JOB NO. LQ13-26 PRINT DATE 1 Thursday 03 14 13, 14:48 SHEET f s h G REPRESENTS A PRE IMINARY DESIGN D IGN AN RESTRICTIVE AND CONFIDENTIAL DISGLOSURETHAT MAY NOT REPRODUCED WITHOUT THE WRITTEN CONSENT OF 6L5 ARCHITECTURE. THIS DRAWIN RE RE UNTIL SUCH TIME THE BUILDING DEFT. HAS AFFIXED THE STAMP OF APPROVAL. 6.L5. ARCHITECTURE NOT BE RESPONSIBLE FOR COMP E NESS OF. DRAWINGS FOR BIDDING PURPOSES PRIOR TO ISSUANCE OF BUILDING PERMITS. THESE DRAWINGS ARE COPYRIGHTED INSTRUMENTS OF SERVICE AS DEFINED BY THE CALIFORNIA ADMINISTRATIVE GORE. THEY ARE OWNED BY 6L5 ARCHITECTURE. THEY ARE FOR THE EXCLUSIVE USE OF THE OWNER NOTED AT THE EXCLUSIVE 517E INDICATED IN THE DRAWINGS) ONLY THIS E5 D DRAWINGS ARE SUBMITTED A5 RE5 BE USED OR REP 4. GTURE SHALL L TE I � DATE/TIME PLOTTED: 03/14/13 BUILDING DEFT. suBMn li F T_ i is i I i I I I 5 iA .5 p m OP ioa, CHARLES D. GARLAND ARCHITECT JORGE SEPTIEN DESIGN PRINCIPAL 74-991 Joni Dr. #9 Palm Desert A 22 0 a C 9 b 1 (760) 340.3528 Tel. (760) 340.3728 Fax E-MAIL: gls@glsarchitecture.com I j ���kED ARC 5 i D 1X t3 VC.SIIVC7 Y S �7 , I €' _ , ---- ------ 5tif'�Ni=V SVLIV L U � fi I 2 10 31 2013 i t I , • i O �p I N 3 , g : Q € € Hl3 _ E € E _ / I• , EXP. DAT � � I 3 , r E — i , € _ _ Y i j . I Q S I I i _ E I , 4xb� P I 3— •, OST _ 4x PG15T tY x�i _ -- , xb P05 . , P05 _ 4 ..... 3 }} E r , 3 , tt A • C I 3 ALT. , i I � I 3 � ti rw o _ ( • I I , 6 } I. I f i t , 6 -6 5€ € a • A Fi • t, t 3 , A Z �. H , € � , TY Ii C \ € I u I u I n _...._ �.. r . .. I a Y l a a w i t I� I 3 I i • .. 1 x HDR #1 6x , , E HDR # 6 6 6 , : g v • : 33 Z r I i I O I Z r , I I E • • I • , I 3 : t i O € / O 3 • v 3 v , I �I� 3 € , PLASTERED i• •• , SSW SSW SSW 2®4x1 24xt 24Xi 2 X1OVERHANG ROOF FRAMING E .:..- I MOUL DING I O I IIO1 I 3 .O... PLAN .I....._......,. .. ,........ 5 -4 € , A• �i i SCALE. 1/411 — 11-011 I { DETAIL I 20 O B p, GENE GONTRAGTOR 5H VI51T THE JOB SITE AND • RAL ALL 1 a T1"P ` _ TYP 20 3 2x4 FILL FRAMING AT 24 O G. VERIFY ALL EXISTING CONDITIONS ..:.�.:...:......�:.::.........�... �.. i VERIFY , CONT. 2x4 GLFAT _I _ II 1YP NAIL Odob O G . DIAP6H. 2X STUDS STITCH L W/i / 0 I 57A66ER SIDE TO SIDE , SOU ® PLAN I I SCALE11 . 11411 _. 0 x POST NtHERE OGU1R5 GENERA GONTRAGTOR 5H V151T THE JOB SITE AND L ALL VERIFY ALL EXISTING CONDITIONS ewsnr MANJF. TRU55E5 51M1'5ON SET Xfl' r IGG ■I Exlsnr� +k4 • 24 O.G. 2508 i d qq a m I TYPICAL HDU2 51MP50N Ibd AT 6 O.G. I P e . k WALL THREAD _ a 5 8 DIAM — • "ROD 51=1' 12 i N1 INTO EXIST (MI • 5LAB OUNDATION 8 EPDXY. /F GONG FT6 SET XP GG 250 1^V n I a PER Pt.ANs d .s A 0 ?JC OR 3X PLATE EX 5TINE d r ti i Isr GONGWCA 12 ,....,� , i L o ICC7�ICIV i�vG nnv vvv ivuvnn�. vvvw:�.�� i.n-, i Iv T nl �71v1 nlvV UKnwlrv�5 1 ITV n VI AI V IN IY1C VKNWIIVbS V L I '� V nKC SUbI`"II Al 7 HE tXGLUSIVt SEIt IN O C ( / F T OWNER NOTEV A T ARE WN BY 6L5 ARGHITEGTU RE. THEY ARE FOR THE EXCLUSIVE USE O HE THESE DRAWINGS ARE COPYRIGHTED INSTRUMENTS OF SERVICE AS DEFINED $Y THE GALIFORNIA ADMINISTRATIVE CODE. THEY O ED I j I I I :..,,� :•....,..,"., .,�., ,. �..,,,�..,,....." .::,..,,.� � ..�„�:� .. � „�....�. �.� �: �,.�.,..,��:.�� �. � �...,:.,�..,,.���..,�.,,.�,: ���.�,., v...��..�., ,.�,..:�� ..�., � �� �,. �.,.,,,,,,.�� ,.����. DATEITIMAEPLOTTED:03114113 BUILDING DEPT. SuBM' r I i I I I TE F RAWIN 5 TEE(. S STRONG WALL NOTE F 5LABFl° O.15 MONOLITHIC I POUR THEN ONE 05 MAY BE USED I SET WALL W/ MFN'R PROVIDED ADD. EAST* TEMPLATES _ i POCKET DR I FOOTING BEYON D I 1 ROOF TRI155 Z x WALL AT ALT. I ■ W/ x e Ib G. x 2 5TUD5 0. 2 .0 2x 0 STUDS I6 0. G. W/ 2 x 0 ' 2 x STUDS 0 Ib O. G . NY 2 x I` TREATh� 51 PLATE SILL. PI.A HDU2 e o TREATID5ILL TE SEE ♦ o PLA ROOF SF�ATHIN6 REAT» 51 Z x AT BOTTOM OF TSILL PLATE - 5i'� WALL lF1 5W 24x12 HDUS a FOUNDATION o , PLAN FOR . • .. . 11 .. I I - a o FOUNDATION 5GF®. PLAN/SHEAR WALL 0 o AB. AND 5P ING SIZE AG ----- II .o ■ A35 ®24 O.G. SIZE FOR AB 51 AND SPAUN6 UH> o a o II / F.G. II • B.N. 7 Z x AT BOTTOM OF , 4 THK CONCRETE SLAB WALL AT ALT. �F� I X 51MP50N 5ET � KJf. Eros 2W& 04, • 24' o G. tE1 5LA&f-•OUPbAitON o l=XI5TIN6 4" THK. CONGRET SLAB II I I € - r de • II t• II G5 I6X36■o EA. r t I d p p d Gl II IG N IN N . TOP oEu. PLATE • _ U € d I TSB II Ir. N o .0. MI VI LL 5Q1� UNDER 2 GLEAN 5AND 1`IYP! _, ;- SLAB/FOUNDATION 8 4 DIAM. HOLE # j € 5 5 55TB16 !I d p 11 2X6 LEDGER • . .• .. PER - PLANS GLEAN DRY -FREE Or DEBRIS 1 DEBRIS i ' •' o A B oGK - E L ' x6-IOOWWF.e n a.. st.AB I L_ d -e4 BAR GONi: (LAP 24■MI . N) I . 12 d p u LU2b (7YPIGAU 0) 5B■ aIAM. x a ALL 3 12 � THREAD ROD SET 5 (MIN) INTO EXIST GONG FT6 IW , _ ADD SET XP (IGG 2508) EPDXY FXI5TIN6 p ■ ■ &RAVE BEAM Ib Ib 4xBLOGKIN6 . hIASFIERS S. X3■ X 0.2201 31-1 2" AT ALT. VERIFY i FOOTING DETAIL 0 L EXISTING `T0 NEW FOOTING DETAIL 3 FOOTING DETAIL 4 FOOTING DETAIL NSFER SHEAR TRASF �., BM 4 5HR TRANSF. o ADD. EXISTING oc. T Dr AL L TYPICALROOF SHEA TH N6 FASCIA .N.O N J NOTCH TOP cHORv FOR co�T: Zx NAILING �a AT 6 ry _ E.N.. OUTLOOKER5 Ew+� BN BN tEJ BN 5EE PLAN5 FOR OVERHANG d FASCIA _ E.N. FOR 8" TO 12" BLOCK DEPTHS: E.N. ... SIMPSON CS16 STRAPS REQUIRED O . WITH 10 x1 � NAILS 1 �� ,° . d 0 LS0.48x1.5 SHIM BLOCK HEIGHTS GREATER G „ THAN 8 AND P T 1 u o o. 2X SOLID BLOCKING 2-16d EX G D 0 E71'M ° 8 NAILS INTO BLOCK 2x110 RAFTERS MANJF. TRU56f5 °. 81NTO SSW NAILER STUD • SHIM BLOCK HEIGHTS GREATER - _ - - SPACED PER _ PLANS 2 Ibd , THAN 10 AND UP TO 12": 10 NAILS INTO BLOCK °• PL YD. DIAPH. ALr. SHEAR LK6. HEADER 10 INTO SW NAILER STUD S 2x FLAT SHIM BLOCKS \ / 0 SIDE FO NON ■ 0 A 35 32 O.C.O IbX32 - EN \ / DBE. TOP PLATE STRUGT. TRU55 .N.O N J 0 51M. DT L EILOGKIN6 A5 REQ. - - - LTP4 SPACING 4x SHIM BLOCK X NEW WOOD TRU55M -SEE FOR FULL LENGTH OF STRAP KitSWD BY OTHERS / BEAM FRAMING FOR PLAN TYPE ZX 5TUD WALL P82 PLJVVS ' ......... ......... IT b x 4 ATTACH W H S S Y Y a z ATTACH D SCREWS C SIDS S SCREWS TO SHIM BLOCK / \ / \ � SPACING D (DASHED r 5H0 WN GOMMO I DBE. TOP PLATE DOUBLE TRIMMER WHERE OCCURS tFJ 5W 24x12 SHIM BLOCK TOS MB OC F "x3 " INSTEAD O SDS Y4 Y _ 2 ib d o EA. JST. E.N. G D 0oN 0 0 0000 W PROVIDED. SCRE S O ADJACENT FRAMING A 35 o EA. B OGK L ALT. SHEAR BLK. i WI 2X STUDS o O.G. N.O i N J O P E N NEW I SHEATHING SHEAR WALL , BY OTHERS �J �J J - 5-ib d 0 EA. BLOC K) H WHERE OCCURS 5A510 SHEAR WALL 5H64THIN6 s A51c WHERE OCCURSTYP l ) I I` 6 FRAMING DETAIL 7 RAM( FRAMING DETAIL 8 FRAMING DETAIL a FRAMING DETAIL io EAR TRANSFER SHEAR r SI M WALL SHEATINS HORE OCCIAS NOTE 2 x STUDS e 16 O. G. YU 2 x G' TREATED SILLPLATE - SEE 6.15 MONOLITHIC IF 5L.AB/FT POUR THEN ONE 05 MAY BE USED FOUNDATION PLAN FOR AB ° SIM AND SPAGIN5 Existing xistin New EJJ. 4 W, TCONCRETE SLAB i d p .. ' - a5 MILL VISO EEN UNDER M STC24 TR SHEAR WALL CONSTRUCTION NOTES • PICAL ROOF DIAPHRAGM: B C G .... p .. 21 GLEAN SAND f`IYP! � d ALLOWABLE LOAD: 265 PLF 2010 GBG 6 x 6 IOnO WJ^lP 0 GL. SLAB - T I. 3 x3 X0.22q PLATE WASHERS SHALL BE PROVIDED BETWEEN ALL ANCHOR BOL 15/32 COX. PLYWOOD OR 12 ORIENTED STRAND BD. 056 p. NUTS AND THE HOOD SILL. THESE AID ONG DIM. OF FULL SIZE PANELS PERPENDICULAR TO THE L W/L LL L L NOTES: 04 BAR GONT. . 24 MIN) (LAP E ANCHOR BOLT GA GU ATIONS FOLLOWING NOTES IN THE CALCULATIONS. z 5E B L L L SPAN OF .THE ROOF FRAMING. END JOINTS STAGGERED AND NAILED (rYPIGAL) N T ABUTTING NE EDGES f= HALLS LOADED IN EXGE55 OF 350 If SHALL. BE 3. EDGE NAILING A� ABU NG PANEL E OR 1^(AL p A5 FO OW5 @ 2 INCH NOMINAL LL H L WIDTH MEMBERS. APPLIED TO 3x OR WIDER STUDS. 4.- APPLYING EOUAIL THICKNESS STRUCTURAL WOOD PANELS TO BOTH STUD FACES OF A SHEAR WALL 8d @ 6" O.G, @ OIAPH. BOUNDARY BN ( ) ALL STEM WALLS TO BE &" WIDE N.O.N) t SHALL HAVE THE CAPACITY OF I H PROVIDE DOUBLE THE LOADGAP AND WITH MATCHING FAILING FOR BOTH SIDES SHALL OVID 8d @ 6 O.G. @ INDIV. PANEL EDGES EN ( I. SA FINISH FLOOR ELEVATION A ION A5 MAIN FLOOR. ME HALLS HAVING THE SAME PANELS AND NAILING APPLIED TO ONLY ONE FACE: ad @ 12 O.G. @FIELD NAILING FN 5._ STRUGTURAL WALL PANEL SHEARAR HALLS WITH PANELS APPLIED TO BOTH FACES AND WITH EDGE D N GE5 FOR ONE SIDE OFFSET ONE STUD NAILING LE55 THAN b O.G. SHALL HAVE ABUTTING PA EL ED TYPICAL CHORD SPLICE: C C O TREATMENT OF SOILS PRIOR TO POURING PROVIDE TERMITE TREA 12 FOUNDATION DETAIL b.- FROM THE OTHER SIDE (NOTE No. 3 ALSO APPLIES) - A B PROVIDED CESS OF 350 If SHALL E b. ALL WALLS H VIN A LOAD Y HAVING AD CARRYING CAPACITY IN EXp _ ■ 8 PAIR OF Ibd NAILS � EA. 4 0 LONG LAP SPLICE IN THE 2. 2.- CONCRETE. FRAMINGDETAIL WITH 3x P.T.D.F. SILL PLATES AND 12 LONG ANCHOR BOLTS OF THE DIAMETER PROSCRIBED IBED FOR �� ANCHOR BOLTS SHALL BE SET 7 INTO CONCRETE THAT WALL CONSTRUCTION TYPE ALL N OR L 5 LL DOUBLE TOP PLATES. BOUNDARY GOMPRESIVE STRENGTH 2,500 P51. MIN. AT 28 DAYS READY S HEAR WALL CONSTRUCTION S CO S - CONTRACTOR DESIRES TO CONSTRUCT THE SLAB -ON -GRADE AND THE FOOTIN65 AND 1. WHERE THE G R 2 MIN. 3, = . MIX CONCRETE: ASTM Gq4 N.N.Oa. A AVE A MINIMUM LENGTH OF 14 „ FOUNDATION IN A TWO POUR SYSTEM ALL ANCHOR BOLTS SHALL H L , SHEET WIDTH „ I THEM A MINIMUM OF 4 INTO THE TOP OF THE. FOUNDATIONS BEFORE POURING THE SLAB. SETT NG �� WA BOARD NAILS T STUDS H STANDARD HALL 12 GYPSUM HALL BOARD APPLIED DIRECTLY TO 2x 5 D5 WIT _ R R B TING BOLTS OR TRAP AND OTHER FORM OF CONCRETE INSERTS B. ALL ANGHO BOLTING, HOEDOWN B L 5 STRAPS 5 TI HO DOWN STRAPS COLUMN BASES COLUMN BOL NG L ALL , �� �� w 8 HEADS OR 5d COOLER NAILS AT l O.G. 114 x 0.120 � /3/ ( / J EGURE Y HELD I WI R I O REQUESTING -SHALL BE 5 L L N PLACE TH ,1165 O OTHER SUCH DEVISES PRIOR T INSPECTION, DURIN CONCRETE. FOUNDATION G INSPECTION AND DURING ACTUAL POURING OF G GRETE. P AT ARROW , PROVIDE EDGE"BLK. N , _ 4 STRUCTURAL INTEGRITY TO THE BOLTS, CRITICAL WN BOAN HO DO L� AND L15 xl2 ONG G HOR MAX. TO ALL STUDS, SILLS, PLATES AND BLOCKING. ANCHOR w/ / 8 L � �� TI NOBSERVATION. N TR 0 CO S UC q A ANCHOR BOLTS AND HOEDOWN BOLTS SHALL BE BROUGHT PLUMB TO THE CONCRETE ALL STRIP EVEN IF DIAPHRAGM DOES • MEANS OF I ING SHALL BE HELD IN PLACE BY ME OF THE BU L.D , _ I THINK PLATE WASHERS BETWEEN UT AND HOOD @ 6 O O.G. MAX. BOLTS (w/3 x3 x /4 TIN L N ) HARDEN ENE HARDENING. MECHANICAL STRAIGHTENING OF BOLTS AFTER THE CONCRETE HAS HARDENED K NOT REQUIRE EDGE SLOG ING. INSPECTION. TEMPLATE S PRIOR TO FOUNDATION N - E 2010 GBG SECTION 2306 (ALLOWABLE LOAD l5 If PER ) P THAT RESULTS IFN SLAB EDGEBREAKING SHALL RESULT IN REJECTION OF A PORTION OF BY T CHI THE SLAB AND FOUNDATIONHE AR ARCHITECT OR STRUCTURAL DESIGNER OF RECORD EXPANDED METAL LATH NAILED AT EACH STUD N PLASTER ON WOVEN WIRE OR l/8 PORTLAND CEMENT L , STRUCTURAL CONSTRUCTION OBSERVATION SHALL BE ITS REMOVAL AN D ND REPOURING F HE DE EMS NECESSARY, O THAT PORTION OF THE A5 , CONCRETE. -1. - .N.O" ALL SILL BO TI M L NG SHALL 48 O.G LBESa m AB. a � � (MAY) N IT b � HEADS OR GALVANIZED NAILS W H 7 1 MAX. w No. lxl 12 L / SILL AND PLA1fE @ b O.G.l I l O I N R F RECORD. HI T ENG EE O H ARG TEG PROVIDED BYTE / _ HALL BE STAB 7 HOOKS 5 L ZED DURING THE CONCRETE AP POUR IN ORDER WN STRAP TO 10. HO DO ,) ON ANCHOR 8 � x 12 LONG ANCHOR G LEGS. AN w HAVING 8 L L /5/ H o. Ib GAUGE STAPLES HA I ATTACHED W/IN G / �r EEN NUT AND WOOD SILL � 48 O.G. MAX. BOLTS w3 x3 xl 4 THICK PLATE WASHERS BE TW ) ( IN ACCORDANCE WITH G BG CH. I�10 ENSURE THEY RE MAIN AT THE MANUFACTURERS PROSCRIBED ANGLE OF INSERTION. - n n " ANCHOR WASHER ALL HO BETS Sf-I 0.22q PL ALL HAVE 3 X 3 X - SECTION 2306 ) ALLOWABLE LOAD 180 If PER 2010 CDC p - RAFTERS OR JOISTS OR TRUSSES. INSTALLED BETWEEN WOOD � AB. NUT 2010 GBC FRAMING NOTES _ ANGH. TYPES SHALL THE NEXT THREE 3 SHEAR WALL L ALL HAVE THE FOLLOWING 00D PANEL DIAPHRAGM: 2 s 3 ONLY IDENTICAL STRUCTURAL W ( ) � D D - a. 2 _ BOLT FASTENER MIN I P . MEMBER. / . PER SILL L , I. NOTES ING 0 S ...FRAM LUMBER. FOR FRAMING 51HALL. BE AS FOLLOWS EDGE OF PLYWOOD SHEETS ' 10. - DEFORMED RE I NF SHALL BE ASTM A615 A616 A617. ALL - BOARD A R H ORIENTED STRAND B APPLIED DIRECTLY Y TO THE STUDS w THE OOD OR 3 8 ORIEN E L / 3/8 G D EXPOSURE I APA PLYW / , I TO LENGTH 5 AID PAE` OR PERPENDICULARTHE LE OF THE RALLEL L I F FULL PANEL L LONG D MENS ON 0 L _ _ # MICRO AMS BY TRU55J015T MG MI AN. A HEADERS. I D.F: OR L LL J SUPPORTED ON STUDS SILLS PLATES OR BLOCKING AND NAILED STUDS ALL EDGES OF EACH PANEL 5 , - # - GRO LAMS BY TRUSSJOIST MG MI AN. B) BEAMS. I D.F. Oil MI L LL II. - ALL HARDWARE PER IN N T E3E IN PLACE. TA ING TO FOUNDATION MUST ' - AND ANCHORED A5 FALLOWS. N LUA BE 1 D.F. MBER SHALL I. BEAMS ff HDRS. SAW L ( #d 2. ROOF JOISTS/ S SHALL BE 2 D.F.D FAFTERER F JOIST TJI s . - BY TRUSSJOIST-MG MILLAN: G ROOF ( J J F"TRUSSES. AS PLAN. D ROOF J , INTERMEDIATE BEARING(FIELD) INTERMEDIA -' -- 12. PROVIDE TREATED ARRIeR SILL PLATE OR VAPOR B L �, ' E D COMMON AI 12O.G. I PANE EDG S AN 8d ON NAILS @ O . A ALL FIELDS. AT AL L LANAIS@ b O.G. L COMMON L UNDER ALL COLUMNS PER BLDG. DEFT. �� �� G R BOLTS AT 48 O.G. ANCHOR WITH 5/ 12 LONG ANCHOR L 8 � BY L _ N I A TRU S JOIST. MG M LL A BE A5 BY S 3. MICRO LA M BMS. SHALL - U KILN DRIED DO G AS FIR: E J STUD 5. ST D GRAIDE K L L T 0 2010 GBG SECTION 2306 AL OWABLE LOAD: 280 If PER ) L P OR PRIOR APPROVED EQUAL F TO P PLATESRIBBOIN SLEDGERS.- No. 2 DOUGLAS FIR -GREEN. ) � �� _ 2 0 MIN. 13. - HOLD DOWN ANCHORS MUST BE TIED IN PLACE PRIOR T O FOUNDATION 0 NOTES 345 AND b APPLY WHEN DIAPHRAGM AT BOTH SIDES CONSTRUCTION NOTE(5) Lff2 APPLY ( , , ) - BETTER CONSTRUCTION GRADE OR BE R 4 . 'STUDS SHALL BE GO G S ILL PLATES. TREATED DOIUO FIR. J BHT. AP L INSPECTION. SECTION _ N NC TIE H E 51 MPSO 5TR0 R SAL B F AMINC HA RDWA E L S. ROUGH R R.- No. 2 R.S. I E LUMBER.- H ATT G L J L - ING HOLD PRIOR TO COVER OL DOWN SHAL BE RE TIGFfTENED JUST PR L COMMON N A FIELDS. 8 COMMON NAILS @ 4 O.G. AT ALL PANEL E DGES AND 8d OM ON AILS @ 12 O.G. AT ALL d GOM �/�D EQUAL 2. OR PRIOR APPROVED GONG BETE SHALL B E 2.500 PS I. 28 DAY STRENGTH. , OF THE FRAMIN 20 O WALL G I GBG i ) �� �� �� �, ANCHOR BOLTS AT 32 O.G. AT E FOUNDATION --USE 5 8 DIAM. x q LONG ANG / ANCHOR WITH 5/ 8 �8Y12 L ( () NUF GA G S FOR 3. 6. TRUSS LAYOUT IS SG HEMA TIG SEE TRUSS MA L 4. FR MING HA RDWARE SHALL B E SIMPSON STRONG TIE. A TYPICAL ROOF SHEATHING. P T GONG FTC, SET X IGG 2508 EPDXY. A THREAD ROD SET 5 MIN INTO EXIS W/ ( ) ALL r) , "" FINAL GONSTRUGTION, DETAILS, LAYOUT SPECS, ETC. 5. MFR. APPROVED GALGU ATIONS &PLANS. TRUSS AYOU T SHALL BE PER L SS L NOTES _ 14. NOTICE •` FOUNDATION NO INSPECTIONS OTHER THAN FOUNDA WASHERS 3 X3 X 0.22q 2 MA Y PA HA BE GDX PLYWOOD GRADE MARKED B A ROOF SHEATHING SHALL. • WILL BE MADE UNTIL TRU55 PLANS ARE SUBMITTED AND APPROVED _ R 2010 GBG SECTION 2306 A PnB E LOAD: 34q If PE ) ( LLOW L L p 5 345 AND 6 APPLY WHEN DIAPHRAGM AT BOTH 51DE5 ( NOTE ) W SPAN INDEX 32/16 01R COMPARABLE' 2-M-N PARTICLE BOARD. BY .THE BUILDING DEPARMENT. CONSTRUCTION NOTE 5 182 APPLY , , O HALL CONSTRUCTION GBG SECTION 1707-NAI ING SHEAR E SPECIAL INSPECTION FOR SHEARL ( L PROVIDE , 6. _ - T AS REQ. SHALL BE A 36 GRADE: T AL � M15G. S EEL STRUG UR - UN LONG EN YWOOD SHEETS I. R L DIM 510N OF PL R DETAILING AND ANCHORAGE TRANSFER D L ) LICE: CHORD RD C PLI E TYPICAL H SP 1 617 _ DEFORMED REINFORCING SHALL BE ASTM A 615, A 616 A AGRO55 (PERPENDICULAR TO JOIST. L ( ) - 15. TRU55 PLANS SHALL BE APPROVED BY THE E NGINEE A RGHITEGT L 5 ALL R/ 8. _ A BE COMMON GRADE. . - ETC;.. 5H L O TS L BOLTS LAC B L CONNECT IONS IN WOOD SHALL HAVE � �� 2. STAGGER PLYWOOD END JOINTS 2 0 MIN. A5 SHOWN. F APPROVAL ` OF RECORD PRIOR TO SUBMITTAL OR A m s In structura I panel sheds walls 3 4 foundation s1II later and all from m member pp p g P receiving ed e nailing from abutting anels shall ndt be less than a sin e 3 nominal member g g 9 a. _ ALL BOLTS 8 LAG BOLTS L I6. _ _ POWER DRIVER PINS HI TI X ZF 47P8523 L _ P I NTHA I OF Ind NAILS © EA. 4 O LONG LAPS SPLICE I ERE.FERENGE 8 PAIR TWE N BOLT HEADS ff NUTS & SURFAGE OF WOOD. STD GUT H RS INSTALLED BE E A WAS E 3. - OF 3 8 EDGE DISTANCE. ALL NAILS SHALL HAVE A MINIMUM/ E-- GU ATION A GD E TG TO SHEAR WALL LINE G L L (,B, , ) A I E 3 l6 5MA R THAN AG PROVIDED W TH PILOT HOLE LLE L DOUBLE TOPLATES. 10. LAG BOLT S SHALL B E PROS/ / - _ JOISTS AN5 RAFTERS SHALL BE LAID OUT IN A 4 0 4. ALL TE L _ 17. ORGE NAIL RE NOT OWED TO TRANSFER LATERAL F TOE A ALL L SPECIFIED ABOVE i SWEAR WALL GONSTRUGTION TYPE A5 5 FI 0 TH ARGER T5 SHALL BE PROVIDED WI HOLES 116 L rlAcwlNE BOLTS L / SHANK DIAMETER.FROM MODULE TO COINCIDE WITH PLYWOOD PATTERN.. F 150PLF GBG 2318.31 DIAPHRAGM TO SHEAR WALLS IN EXGE55 O ( ) » 10-0 SWEAR WALL LENGHT IN FEET IN DIAMETER. FOR BIDDING PURPOES P RIOR TO ISSUANCE OF BUILDING PERMITS 5 C h .y 3 :ek{' �.s ti ;g c x { �c _ r s r > 1 i x k F CHARLES D. GARLAND ARCHITECT 1 RGE SEPTIEN JO DESIGN PRINCIPAL 74-991 Joni Dr. #9 Palm Desert, CA 92260 760 340.3528 Tel. 760 340.3728 Fax C E-MAIL : gls@glsarchitecture.com R E D AR S 6 Cyr F` 141 v 9 9 Q 9 A No. C11991 10/ 31 / 2013 Q EXP. DATE 9' Q` O F o F C A 0 C%4 4 III IIIII RIM cmm y' ® II I REVISION BY .K SHEET TITLE: FOUNDATION ROOF FRAMING DETAILS NOTES DRAWN CHECKED G.L.S. J.S. (COMMENCEMENT D A T E MARCH 2O13 SCALE AS NOTED JOB NO. LQ 13-2 6 PRINT DATE Thursday 03 14 1314:49 SHEET s T MA N REPRODUCED WITHOUT THE WRITTEN CONSENT OF GLS ARCHITECTURE. THIS DRAWING REPRESENTS A PRELIMINARY DESIGN UNTIL SUCH TIME THE BUILDING DEFT. HAS AFFIXED THE STAMP OF APPROVAL. 6.L.5. ARGHITEGTURE SHALL NOT BE RESPONSIBLE FOR GOMPLE NE55 O D G IN TRUMENT5 OF SERVICE AS DEFINED BY THE CALIFORNIA ADMINISTRATIVE CODE. THEY ARE OWNED BY 6L5 ARGHITECTURE. THEY ARE FOR THE EXCLUSIVE USE OF THE OWNER NOTED AT THE EXCLUSIVE SITE INDICATED IN THE DRAWIN6(S) ONLY THIS DE516N AND DRAWINGS ARE SUBMITTED AS RESTRICTIVE AND CONFIDENTIAL DISCLOSURE THATMAY NOTBE U5ED OR REPR THESE DRAWINGS ARE COPYRIGHTED 5 DATE/TIMIE PLOTTED: 03/14113 BUILDING DEFT. SUBMII I li I �a g w r CHARLES D. GARLAND ARCHITECT JORGE SEPTIEN DESIGN PRINCIPAL 74-991 Joni Dr. #9 Palm Desert, CA 92260 (760) 340.3528 Tel. (760) 340.3728 Fax E-MAIL : gls@glsarchitecture.com D A R cyi ICI Dq9` n Z� 92 -A * U N0. C11991 10/31/2013 Q EXP. DATE CA SOT cwIm --------------- REVISION BY 1 SHEET TITLE: TITLE 24 REPORT DRAWN CHECKED G.L.S. J.S. COMMENCEMENT D A T E MARCH 2O13 SCALE AS NOTE® -JOB NO, LQ13-26 PRINT DATE Thursday 03 14 13, 14:49 SHEET THESE DRAWINGS ARE COPYRIGHTED INSTRUMENTS OF SERVICE A5 DEFINED BY THE GAL IFORNIA ADMINISTRATIVE CODE. THEY ARE OWNED BY OLS ARGHITEGTURE. THEY ARt f`OR 'THE txGLUSIVt Ust Or- LHt CJWNCR NVftU HI I.H= CACLUSIYC b1IL IIVVI(A11CV Iry Inc VICIIV`IIIVl7(7/ -N— In- yr 1— nnv vRnvvirv�� nR� waru iw r.o w✓ ivvuv� r.nv vvn v,....�......,� ,.,.... ..,. �,...,..� ... .. .__. ..._ ...-....__ _ _.__... _. __ _ _ _ . _ ' DATEITIMIE PLOTTED: 03/14/13 BUILDING DEPT. SUBMn I • __ { ! I I I I I { 55WAB 55WAB _ I, REINFORCEMENT � MINIMUM CURB SHEAR RE STEMWALL WIDTH / PE P, 4 55WI. PER 4 55WI WHEN / -I - r REQUIRED. 1- --- - — i 1 I , 3 3 I ---- - --- _ SHEAR REINFORCEMENT - - '- 1 i 1 1 , I , _ PER 4 55WI WHEN REQUIRED. HI 1: H i I I I I k I I I I - al I a I I i - � I I 7 deI � _ I Iu a ,I I r I �I G R. MIN. 3 � 3 G R. MIN. - J I� 1_ ' Ii inl , -- I I I : I , "I 12W 12 W _I I/2 W I/2 W / ,II , I W II W I I STEEL STRONG -WALL ANCHORAGE CHO GE SOLUTIONS FOR 3500 PSI CONCRETE DE516N GRITERIA CONDITION ANCHOR STRENGTH SSWAB 5/4 ANCHOR BOLT ( 55WAB IIANCHOR BO T L ASD ALLOWABLE UPLIFT Ib5 W in de (in) ALLOWABLE UPLIFT ..Ib5 ASD W i de SEISMIC56 GRAGKED STANDARD 6 q 00 22 n'100 33 11 HIGH 5TREN6TH 55,500 51 1 UNGRAGKED STANDARD 11100 28 I HIGH STRENGTH , 35,300 4 I WIND AG GR KED STANDARD 6 000 I , , 26(9 H16H STRENGTH 11,100 21 , 14,100 ,23100 3 I I 21,800 3 ..STANDARD UNGRAGKED , HIGH STRENGTH q,600 12,200 18 STEEL STRONG -WALL ANCHORAGE SOLUTIONS FOR 4500 PSI CONCRETE DE516N ; GRITERIA GONDITION ANCHOR STRENGTH 55WAB 5/4II ANCHOR BOLT - 55WAB I" ANCHOR BOLT ASD ALLOWABLE -UPLIFT (Ib5) W in _de in ALLOWABLE UPLIFT (Ib 5 ASD W ((in) de -; (, SEISMIC GRAGKED STANDARD 9,600 20 11,100 30 IC H16H STRENGTH 35,300 4 UNGRAGKED STANDARD 17100 - 26 HIGH STRENGTH 35,300 41 (�I WIND GRAGKED STANDARD (0,000 1 16H STRENGTH H , UNGRAGKED STANDARD q�ee 12-6 ' HIGH STRENGTH 14,166 le,5ee 5 22,66e q 15,e,00 lb 26;800 2 32100 3 l(1 ' TEMW LL FOUNDATION g (CURB OR 5 A 21500 31 I SLAB O /y N GRADE FOUNDATION , 35 300 35 12 �w 7 <G I cr NOTES. 33, 100 35 12 � 2c G �C f o v P J O I. ANCHOR f AGE DESIGNS CONFORM TO AGI 318 AP D APPENDIX WITH NO SUPPLEMENTARY REINFO T F RA OR G ED OR UNG AGKED N R T a o 6K GO G E E A5 NOTED. / Q r 2. ANCHOR STRENGTH r'�� 0 5 E 6TH INDICATES REQUIRED GRAD W E OF S5 AB ANCHOR BOLT. STANDARD ASTM F1554 A E 3 ( GR D 6 OR HIGH STRENGTH HS ASTM A44q 6N PROFE5510NAL so REGISTE RED DESIGN S k 3. SEISM _ T , SEISMIC INDICATES SEISMIC DESIGN GATE 0 GORY G THROUGH F. E 0 DETACHED I AND 2 FAMILY DWELLINGS 1N SDG G MAY USE WIND ANCHORAGE 5 UT O 5 SEISMIC, ANCHORAGE E I R TO AGI 3 8 05 SECT D.3 Y OL I N . 5E GIHO G DE5 6N5 CONFORM I ION .3.4. A T'E 15 PERMITTED TO MODIFY DETAILS 55WAB 4 _...._..�. WIND INCLUDES SEISMIC DESIGN GAT L I E60RY A AND B AND DETACHED I AND 2 I A FAMILY DWELLINGS IN SDG G. FOR SPECIFIC CONDITIONS. 5. FOUNDATION D • T DIMENSIONS R N ARE FOR ANG HORA6 ' F E ONLY. FOUNDATION DESIGN SIZE AND REINFORCEMENT BY OTHERS. HE REGISTERED E ED DE516N S�PEGIF ALTERNATE ENT 00 6 SIZE 0 NGH ( T R 6 5T R E 16N PROFE5510NAL MAY Y ALT AT EMBEDM F TIN R A OR BOLT. 1 ) , z I / 6. SEE 55WI AND 2 / 55WI FOR W AND de. CURB STEMWALL WIDTH / MINIMUM i I PER 4 55WL II 55WAB 3 -- -SS AB TENSION ON ANCHORAGE SCHEDULE 3500/500 PSI 3� LD SHEAR REINFORCEMENT — I i PER 4 55WI WHEN f m. i I M - - h c� I REQUIRED. I I �� v I H: , , 4 MIN I I a I, ^ l C i e _ Li J v k III _ 1l ILL I r I : I _ de ,I I _ I I 3 I I _� I- I I _ , - I I _ - I I I _ I ._ _-_ --__ 3 HAIRPIN, TIE GRADE 40 17 R. MIN. _ <<- I 3 G R.MIN. --_ - GRADE. 40 REBAR MIN..: I - ( ) REBAR (MIN.) L� i I .I ! T( i T _ 1 k _ � I I l I FIELD TIE AND SECURE DURING FIELD TIE AND SECURE DURI NG :I - P LGONGRETE PLACEMENT. OVERLAP GONGRETE I I L LAGEMENT. VARIES WITH BOLT SPACING./2 W 1/2 W I/2W 2W ._._. 55WAB I I i I 55WA B ( I I W W EAR REINFORCEMENT HAIRPIN SHEAR TIE SHEAR REINFORC EMENT 55WAB I I # # 3 HAIRPIN 3 TIE SIMILAR BRICK LEDGE FOUNDATION ( ) FOUNDATION N U DATION INTERIOR U 5 SWAB SEE TABLE FOR. REQUIRED QUANTITY. # 3 HAIRPIN 3 TIE SIMILAR A ( ) zLL C-) CID w � n, s I-- - � �0 OZ_0 —<00 va w i Ln ILL ,..:;.. IF® Q !!j \ 0110 J t w EN U 0 W .r Z W W h C NOTES r ., I 5E U NTITY. \ E TA IRED Q A w. TABLE FOR REQU L NOTES: NOTES. 0 ES ADDITIONAL N i IAD3 55WI FOR DIMENSI ONS AND AD L ,\�\\� I. SEE 2 55W N / G R. V GLR , a V L z 2 �' i p a CONFORM TO AGI 318-05 AND ASSUME MINIMUM f c=2 Q IRED.... V SPACING I: SHEAR ANGf-IORA6E bE516N5 GONF 500 P51 CONCRETE. REINFORCEM ENT WHEN RE U 2 SEE 4 55WI FOR SH EAR e i 2 / N E' _ _ ION A GHORA6 . T OR TENS -SEE DETAILS 1 55WI 0 3 55WI F _ R le: L / 55WI FO WI A .. e. SEE 5 55 / e d / U H I e. .. .. 3. MAXIMUM 1 ff 1 .� e aae e . , _ a a 2 SHEAR REINFORCEMENT 5 NOT REQUIRED FOR PANELS INSTALLED ON A HOOD FLOO R, INTER IOR a FOUNDATION APPLICATIONS PANEL INSTALLED AWAY FROM EDGE OF CONCRETE), BRACED WALL a STEEL STRONG -WALL VALL ANCHORAGE GE TYPICAL SECTIONS PANEL APPLICATIONS. a RY G THROUGH IG DESIGN CATEGORY 6 F. DETACHED AND 2 FAMI Y e 3. 'SEISMIC INDICATES SEISM L DWELLINGS IIII ee a d o.. ae a a a e 8 e eee a ae, e e— .a ,a e a ee da ae REGISTERED DE51ON PROFESSIONAL I SDG GMA Y USE WIND ANCHORAGE HORA6E SO LUTIONS. TIONS. 15 PERMITTED TO MODIFY DETAILS LS - 4. WIND ING UDES SEISMIC, DESIGN CATEGORY A AND B. SLAB CURB AND as FOR SPECIFIG GONDI IONS. 5. MINIMUM GURB STEMW LL WIDTH 5 6 WHEN STANDARD STRENGTH 55WAB 15 USED. UNDIN6FOUNDATION S I MPSON ST EEL 5URR0 HEAR 5 45 1bs , 5 I II USE SEISMIC SHEAR R A OWABLE REINFO GEM FO 6. 8 MINIMUM .CURB STEMWALL LL ENT R I -� _ W R TRONC� WALL NOT SHO N 1=0 CLARITY I 5 � � I I ; HIGHER SHEAR LOADS. ,L ; AB SHEAR A 'LOW LE 5 R 15 2015 Ib5. UNGRAGKED AND 144 I A 1. 8 MINIMUM iGURB STEMW LL AL 0 b5 GRAGKED. USE I 1I w 1I ; HAIRPIN INSTALLATION N SECTION A- A SEISMIC SHEAR REINFORCEMENT CEMENT FOR HIG HER SHEAR EAR LOADS. -)GE DISTANGEFOR ANCHORS, MUST COMPLY WITH AGI D.8.2.8. CONCRETE lE (GARAGECURB SHOWN. OTHER FOOTING TYPES SIMILAR. I 2 ,I , I • • I W � I I -C TEFL ,. S STRONG -WALL I w L ANCHOR BOLT SFEAR I , I 2 I I S NCHORAGE 4 I SSWAB SWHSR I, I SSWHSR KT I SSWT EXTERIOR INSTALLATION I I AND SSWAB R NSTALL ION W W ,, 2 t 2 -r DIAMETER I -ASSEMBLY SSWTPF PANEL CORM INSTALLATION i LE NGTH - x�. SEE TABLES BELOW FOR DIMENSIONS I 24 1 � HX TO O G ET P F ONGR E _. iI I FOUNDATION I N PLAN VIEVV 56 / — — I 1 I _j I N a, , I r-i LL o - I o I � 1 I C7 - - o - a - 0 I= o - r; 00 N _ h, M 0 II N — I � M o; Ln STEEL STRONG -WALL F 2 SOLUTIONS ANCHORAGE S OR 500 P,SI CONCRETE DESIGN. GR ITERIA CONDITION ANCHOR STRENGTH 55WAB 3 4 ANGHO R BOLT ` 55WAB I ANCHOR BOLT A5D ALL OWABLE UPLIFT UPL F W in ( ) d e , In O A LOWAB L LE UPLIFT f ( ASD IN 5 in ) ( de GRAGKED STANDARDin g600 2 1 7 , 100. 36 HIGH 5TREN6 TH 35 50 , 56 SEISMIG UNGRAGKED STANDARD 17 100 , 52 HIGH STRENGTH 1 , GRAGKED STANDARD iqq00 34 2 5,60o 14 4,500 I 12,100 24 17 100 30 HIGH STRENGTH " 6 22,400 55 g600 2 26 80 , 3G 5I 600 45 , 55,500 47 HIND ND UNGRAGKED STANDARD , 5,600 12 10 12 00 , 20 Iq q00 33 I 17, 100 26 RENGTH HIGH STNGT H 5600 I 22 100 , 30 26,700 34 32,100 58 q,600 1 35,500 41 TE SHEAR ANCHORAGE STEEL SEISMIC 4 WIND MODEL L t OR L iin h SHE AR REINFORCEMENT MINIMUM' CURB :STEMWALL WIDTH (in) SHEAR REINFORCEMENT MINIMUM' CURB / I STEMWA LL WIDTH (in) A5D ALLL OWAB E L SHEAR LOAD V Ib5 RL D UNGRAGKED GRAGKED 55WI2 qi # I 3 TIE 6 NONE REQUIRED 6 1310 e 55WI5 12 # I 3 TIE 6 NONE REQUIRED 6 9 7 55WI8 14 # I 3 HAIRPIN # I 3 HAIRPIN O 6` 55W21 15 # I 3 HAIRPIN 58 ( ) 3 HAIRPIN 55W24 Il 2 3 HAIRPINS 5 8 # 2 3 HAIRPINS _ 6 �Hs Hx ON a ; _. EXTENSION KIT TOP OF _ _ GONGRETE H 50NH1 6H o 2 � 4„ SSWAB for SSWl2 II STRENGTH MODELS _ TOP OF GONGRETE , I , SSWAB for SSWlS 2 _ o 55WH5R O `SSWAB SSW21 55W24 ,I I HEAVY HEX NUT � I -.- 2 3 4 SSWAB for SSW12 I2 I- / FIXED IN P AGE ON �- L i I I IG ALL 55WAB ANCHOR 2 I 55WAB for SSWIS zI Lu GUT TO LENGTH SSWIB 55W21 SSW24 U' BOLTS I I I � = I e AS NECESSARY m I HEAV Y .HEX NUT Z FIXED PLAC E ON 6 3 4 OR I H16H e ALL 55WAB A NGHOR � STRENGTH ROD BOL TS L Y A55EMB I a o a i e �. 10 I 55W1�B o I a e _ I _ w �� HIGH STRENGTHf __ a l I 12 a � , I a + Z 55WH5R 3 G UP R NU HEAWY HEX NUT 0 LE T 13 ,, z w 15 s Iffil� PLA TE WASHER TERIOR INSTALL w ., 'I WT IN INSTALLATION SS �� 16 55W AB \ F- i 0 I a� \ I 6 � \ 0 _n 7 HEAVY 0 VY HEX .NUT - I � H16H STRENGTH _ _ J SSWTBL BRICK LEDGE INSTA LLATION COUPLER � 1 10 PLEB NUT i I 12 NAME 13 14 z F ¢ a .' NOTES iq 1 11200 I. ANCHORAGE DESIGNS CONFORM TO AGI 318 APPENDIX NO SUPPLEM TARYY REINFO CEMENT FOR GRAGKED OR r ,I � =_ II - AS 0 E A KED G ONNRETE NOTED. GRG T UN 2 0 `I5TAMIDARD ) 4 GRADE 36 OR HIGH 2. ANCHOR STRENGTH INDICATES REQUIRED GRADE 0 5 �SW�� ANG HOR BOLT. ( ASTM >= 55 6 z I O STRENGTH5)( A5 TM A44q . la qoo 2q 10 V E MY A USE DIAND.2 FAMILYDW LLINGSINS D GG MIG INDICATES SEISMIC DE SIGN GA TEGORY G THROUGH F. DETACHED 3. SEISMIC, - WIND ANG HORA6E SOLUTIONS. SEISMIC ANCHORA6E DE516NS CONFORM TO AGI 50-05 SEGTION D.3.3.4. I II � - E INGS IN SDG G. hMl Y DW LL DETACHED AND B AND D T I AND 2 FA L N GA TE60RY A A 4. WIND INCLUDES SEISMIC DE516N cn r_ z _ MENT Y OTHERS. RE I NEORGE B 5. FOUNDATION DIMENSIONS ARE FOR ANCHORAGE ONLY. FOUNDATION DE516N (SIZE= AND ) O .V ! I H R BOLT. T FOOTINGSIZE OR ANG 0 L Y SPECIFY ALTERNATE EMBEDMENT, THE REG 15TERED DESIGN PROFESSIONAL MAY , >_ -,I /_ nCCCD -rn I /GC,InII i-nV Ao TE=EL STRON WALL WIDTH - MODEL NO. I AMETE LENCTH I e 12 II MODEL 55WA6 34 / 243/4x24 4 55WAB3/ x24S „ 34 / II 24 II I� B 55WA3 4x30 514111 5011 25 It 55WAB3 4x50 5 5/4III 3011 25II SSWAB3 4x36 � - 5 5/4III 5611 31 „ „ „ B I8 21 AN 2411 MODELSLS S5WABix24 I„ 24" IQ° 55WAB I x24H5 1 - 2411 Icill 55WABIx30 I E3011 2511 SSWABIx3OH5 II, 30" 25" S5WABIx56H5 I" 56" 31 IDAl'E (2) 5/4 55WAB for SSWI F_ 9-21 -2009 'I SS I SSWAB for SSWIS, SS(2) 3/4" SSWAB for 55W12 SCALE o I W18 55W21 SSW24 I N.T.S. 2 h B SSWIS SSWAfor — i 2x2 SSW8 55W21 -SSW24 CHECKED ED i SSW WIDTH MODEL NO. PIAMETERLENOTH TOTAL e „ 12 MODEL 5SWH5R3/4-2 T 3/4" 24" 21 It SSWHSRS 4-5 T 3 4" II - 55 II 511, 1,511,21 ANq 24" MODELS SSWHSRI 2KT 111 24 21 It I SSWHSRI-5KT I1' 36" 53° I,I - i r� ! HEFT I �I + _ II o Ia a a a. o a a a i 4 a - I S W W STD. WALL __ _ _ _. - MODEL i t NO. _1 0 0 SSW12x7 SSW15x7 �I I. I SSW2 4 , I < SSW18x7 �I i I r SSW21x7 T��SSW�24�" SSW24x7 I I I SSW12x7. 4 II I I I I L ,. 0 0 SSW 15x7. 4 'I SSW 18x7.4 I I I I- SS W21 S W21x7.4 S I I I I I I I I 0 0 SSW24x7.4 SSW12x8 I I• ° SSW21 I SSW15 x8 i I I x , 0 0 W1 x8 SS 8 I ; I I SS W21 x8 I S SW18 -- - - I SSW2 4x8 I 0 0 SSW12x9 ' SSW18 SSW15x9 I SS W 18x9 I ° � 0 01 SSW21x9 I I I I 1 SSW 5 _ 24x9 SSW I I SSW 12x10 _ I I 0 0 ; 1 x10 SSW 5 SSW18x10 I I I SSW15 I SSW21x10 _ • I I I, 0 0. 1 SSW24x 0 ' I II I L SSW12 SSW15x1 1 I I I I I I I SSW18x11 WALL PROFILES ---- SSW21x 11 SSW24x11 SSW15x12 - SSW18x12 SSW21x12 SSW24x12 TABLE NOTES. SSW18x13 ' 6 60 � [ � I I o ` 1 6&5(6 _� 3529, (. .,7+ _ $ _'SS - - W21x13 2. SEE SHEET SSW1 FOR ANCHORAGE SOLUTIONS. -_-- -- - I SSW24x13 PLACE 55W PANE OV ER VER PLACE SSW PANE OVER THREADED 0 0 0 0 THE ANCHOR BOLTS AND _ DRILL 2 DIAMETER � L ,n OR NOTCH / RODS'AND SECURE WITH HEAVY HEX SECURE WITH DE EP P .HOLE - HEAVY �� NUTS (PROVIDED). USE ( ) X I P MA N / 2 xI DEE / STEEL 2x HEX NUTS. (PROVIDED)1 1 4 WRENCH SOCK)=T FOR 3 4 NUT / / / RIM JOIS EA THING ff I STRONG WALL , SH o 0 o 0 USE WRENGH l -5 8 WRENCH SOCKET FOR i NUT �� l lX /SOCKET FOR 3 4 NU / T , 4 T LONER NUT FLUSH NAILING 5E L w I a a o 0 0 �� ° ° ° ° a ° ° ° ° o a o� 5 ° NUTS SHALL BE SNUG TIGHT. USE I R / W ENGH SOCKET FOR I NU / T F SHEATHING. a ITH TOP O S BY OTHERS W O N N IMPAGT`WRENGH. NUTS SHALLB D NOT USE A E SNUG TIGHT. ASE PLATE SHALL 55W B L DO NO U FRAMING BY t� T 5E AN IMPACT WREN H. G V ON NU FLUSH & LEVEL 51T FL L w J015T .HANGER OTHERS i c _ o _ SIMPSON A54 EACH SIDE 0 0 0 0 TYPIGA IF REQUIRED L �I LJ c -i J a SO ID B OGKING BELCH L L a d a 55WI 55 a WI EEL ' O G WA ST E STR N LL SEE L T FOR � I' a I a a d a aa d aa ANCHORAGE GE SOLUTIONS ' FLOOR FIrS EPERMITTED TO MODIFY DETAILS GISTERED DESIGN PROFESSIONAL WOOD FIRST WALL CONNECTION KIT wFQQ~: I II : FOR SPECIFIC S a CONDITIO N . a a a d O 4 d e. 1� a a a a� a COUPLER NU a a a STRONG -WALL Irll AND THREADS O CONCRETE 4 � RODS INCLUDE ( - SEC TION WITH SSW IKT FOR 8 TO 12 BLOCK DEPTHS: oc T s. PLACE 55W L E PANEL OVER SIMPSON CS16 STRAPS REQUIRED THE ANCHOR BOLTS AND 4 PJ a 'SEE SHEET WITH 10dx10 NAILS 0.148" x 1. o 5 SECURE WITH HEAVY 55WI 55WI SEE T FOR ° SHIM BLOCK HEIGHTS RE G GREATER .SSW FOR , HEX NUTS. (PROVIDED) I THAN 8° AND ANCHORAGE SOLUTIONS UP TO 10 . L N5 �ANGHORACE ..INTERIOR ELEVATION USE WRENGH SOCKET FOR 3 4 NUT 8 NAILS INTO BLOCK 4 'SO LUTIONS. UTIONS. 81NT W 5 O SS NAILER STUD USE I / It WRENGH / SOCKET FOR I NUT WALL MODEL WIDTH NO. CONTENTS in < 12 SSWI2-IKT EACH KIT CONTAINS: O I SHEAR TRANSFER PLATE 15 5SW15-IKT (with #14 5GREW5) 2 3 4 xl8 or I x 18 THREADS O 18 55W18-IKT RODS A5TM A56 21 - SSW21IKT 2 COUPLER NUTS O 2 HEAVY HEX NUTS () 24 SW24-IK INSTALLATION INSTRUCTIONS 1 O y,.. D E A S R Ca G ti s ra � ° •RDER SHIM BLOCK HEIGHTS GH S GREATER a E UTS 5HA B SNUG TIG N LL HT. REGISTERED DESIGN PROFESSIONALI CONNECTOR KIT SEPARATELY. O FIRST FLOOR G L a < G � -9 9 THANN 10 AND UP To 12 . ": DO NOT USE AN IMPACT WENCH. IS PERMITTED TO MODIFY DETAILS A LS DE W IKT MODEL 55 EXAMPLE: 55W21 .IKT E L C. C) Z I •N 10 NAILS INTO BLOCK FOR SPECIFIC CONDITIONS. 0 i i o SHIM 2x FLAT SH BLOCK C ,C 10 INTO SSW NAILER STUD U # 14 5GREW5 TO 0 0 0 0 N � s 9 i t o 1 2 01 ALTER �4TE 1ST FLOOR WOOD FRAMING 00 R�1 1 G 7 A`<NE PROVIDED L ( SHEAR TRANSFER-� STEEL EXP Q' D A r I LTP4 SPACING 4x SHIM BLOCK _ WITH SSW IKT _ ) PLATE:` PROVIDED- ' WITH SSW -IKT STRONG WALL C -•._- , I F F CAS 1 i BY OTHERS — 1 1 ATTACH WITH SD S/ x 4 4 2 SCREWS TO SHIM BLOCK \- ATTACH SD SCREWS S 2 nd STORY E REGISTERED DESIGN PROFESSIONAL . i I i RIM .JOIST (� BLOCKING W 5W BELCH 5 L L I _ INSTEAD F D1 1 „ S O S S x3 / TO SHIM BLOCK TEE STRONG WA STEEL 5 LL IS PERMITTED TO MODIFY DETAILS - - - - - - - - - - - ------------ , � I I � o o o a z SCREWSPR PROVIDED. O D D. 0 0 0 0 o FOR SPECIFIC CONDITIONS. C ... : �`L , I I THANGER JO S IF REQUIRED I ADJACENT FRAMING BY OTHERS SHEAR TRANSFER PLATE L F SHEATHING FLOOR I AND #14 5E F D I ING 5GREW5 L R LL .. c a � 2x FLAT SHIM BLOCK 4x SHIM BLOCK- PROVIDED WITH 55W 2KT . J Ln � n� _ a OOR FRAMING AT 2 O FLOOR v, un ' 4x SHAPE D 50 ID BLOCKING BE OW L L L ` IOd COMMON a a a a � a a a OG MAX: WHERE FRAMING ALE TO WALL 15 PAR L L o_ ` O 4 I U - -- - - __ -- - - SHIM BLOCK -- _. CRIPPLE E SHEAR WA LL, STEEL STRO NG-HALL (12 MAX. DEPTH BLOCKING AND STRAP BETWEEN FLOOR FRAMING MING TO FRAMING a G / INSTALL BLOCK ING WITHIN � w�- vJ' AT TALL END Od GOMMONN IL (NOT PROVIDE a SHEAR�R TR NSFER 6� OF EACH ND OF 55W. L STEELSTRONG-WALL- MODELS BY OTHERS (NOT PROVIDED) BYOTHERS BLOCKING DEPTH SHALL -�_ - _P nU i I _ - TP4 SHOWN L J ( ) F FRAMING. LTP4 SPACING MATCH LOOK z cx RIM JOIST BEAM -_ BY OTHERS a I P PLATE v) TO L , ; w R N R NATION SECTION � o B BLOCKING EXTERIOR ELEVATION L EXTE ATTACH SIDS SCREW -_ _ S <C , <: RIM JOIST, _ �s w J IF APP IGAB E I L L - ATTACH SDS SCREWS TO BLOCKING MAXIMUM WOOD SHIM TO SHIM BLOCK 8 _ o 0 0 0 0 0 0 SHEAR TRA NSFER SFER _.✓ ITH 5D5 ;x � 56REW5. w y , 4 2 ADJACENT FR AMING BY OTHE RS FOR SHIMS GREATER 0 ADJACENT BY OTHERS. (SIMPSON LTP4 SHOWN FOR ( PERPENDICULAR FLOOR FRAMING SPACED FRAMING .,..,, _ ILLUSTRATION I , ) AT 2'-0" OG MAXIMUM. WHERE FRAMING " BY OTHERS THAN SEE 1/4 HOLES TO ATTACH - /a I F , ` 55W 15 PARALLEL LL L TO HAL L, INSTALL RAKE WALL CRIPPLE WALL OPTIONAL BLOCKING OR II I II l , I , II I IIC.III 5Dy4x 3yZ ,,5GREW5 BLOCKING HITHIN IN 6 OF EACHEN D OF FRAMING o STEEL STRONG - WALL. BLOCKINGDEPTH REGISTERED DESIGN PROFESSINAL SHALL DESIGN FOR. (INCLUDED WITH WALL) SHALL MATCH FLOOR F ATTACH TOP OF WALL TO TOP PLATES L FRAMING DEPTH. I I REGISTERED DESIGN PROFESSIONAL I II ; 1. SHEAR TRANSFER I I , , __ x 3 z SGREWS� PROVIDED WITH 5D5 /< / I I� I I I (PROVIDED) PRE ATTACHED IS PERMITTED TO MODIFY DETAILS 2. OUT F PLANE LOADING EFFECT I I: O FIRST STORY WOOD STUDS 3. INCREASED OVERTURNING AND DRIFT FOR SPECIFIC CONDITIONS ,.STEEL STRONG -WALL I TEFL STRONG -WALL MODEL S -STK WALL HOLDOWN Q TY.OF M DEL O H in T' in ANCHOR TOP OF WALL O : NO. BOLTS z SCREWS' _ - 80 I 3 1/2 f 80 3 / , 1 2 2 1" 6 I --1 I - 80 3 1 /2 2 1" 9 1/2 2 1" ' � ) fi 12 - _ 8 0 fi 13 - - -- - i 80 851/2 3I 1/2 � 3 1/2 (2) 1 2 /4 3 14 I 4 ' -- 851/ 2 :4 1/2 (2)1 6 - - 1 2 85 / �'3 1 /2 2 1 ( ) 9 - - 85 1/2 33 1 /2 2 1 " 12 ; 85 1 /2 3 14 I 93 1 / 411. 33 1/2 2 3/4 4 x - SSW158STK 931/4 33 1 /2 2 O 1 6 - SSW18x8 S TK I 931/4 r 3 31/2 2 1" 9 t - SSW21x8 STK 931/ 4 / 133 12 2 1 ' 12 SSW24x8-STK 93 1/4 33 1/2 2 3/4 4 1051/4� 1 2 33 / I _ TK SSW15x9 S 105 1/ 4 12 33 / -O -- I 21 6 SSW18x9-STK I 1 5 1/4 0 1051/4 T 33 1/2 ! 331/2 133 2 1" 9 1x - TK ! SSW2 9 S ( (2 ) 1" 1 1" 12 14 ' SSW24x9-STK 105 1/4 1/2 (2) 1/4 33 1/2 1 (2) 3/4" 4 ---------- SS W15x10 STK 117 1/4 33 1/2 2 1 6 - W1 x10 STK SS 8 14 117 / 331/2 I 2 1" 9 SS W21x10-STK 117 1/4 33 1/2 2 1 12 I SSW24x10-STK 117 1 /4 33 1 /2 2 1 14 SSW15x11-S TK 1291/4 r 51/2 2 1" 6 ' SSW18x11-S TK 1291/4 51/2 2 1" 9 12 SSW21x11-S TK 1291/4 51/2 (2)1" SSW24x11-STK 129 1/4 1 551/2 (2) 1" 14 SSW15x12-STK 141 1/4 5i 1/2 (2) 1" 6 I SSW18x12-STK 141 1/4 j 5) 1/2 (2) 1" 9 SS W21x12-STK SSW24x12-STK r i' 141 1/4 141 1/4 F I - J 5� 1/2 51/2 I 2 1 I 2 1° h 12 14 ; I SSW18x13-STK SSW21x13 STK 153 1/4 1 153 1/4 i 5 1/2 5 1/2 1 2 1 I 2 1" 9 12 - TK - ISSW24x13 S t 153 1/4 5 1/2 I 2 1 14 O DIT ZONAL HEIGHT U L �-W REGISTERED DESIGN PROFESSIONAL 0� w IS PERMITTED TO MODIFY DETAILS Mk-1 FOR SPECIFIC CONDITIONS. ca w w a 1 DUE TAD I , STEEL PANEL I I I I , I r I I ; I R I I HOLES PRED ILLED IN I I OPTIONAL PILOT HOLE L 'POP OF WALL HEIGHT ADJUSTMENTS 5 TWO-STORY 10 STUDS FOR WIRING. I I O S OILY STACKED FLOOD SECTION 8 FIRST FLOOR AT FRAMING I I I T I II I PREFABRICATED HOLES INSTEEL , I I I DRILL 2 DIAMETER P AGE SSW PANEL OVER THREAD E II II I I ; I , PANEL. (VARY WITH EACH H MODEL DEEP HOLE E ORN OTGHI : ADDITIONAL CUTTING OF STEEL ADDITIONAL 1 1/8 DIAMETER . , . ° ill 2 x2 xl .DEEP MAX. IN R ENLARGING OF EXISTING HOLES MAYBE DRILLED THRU WALL O G HOLES NOT PERM ITTED. WOOD STUDS AT ANY HOLE I I I I LOCATION MATCHING AN I I, ,r l I , I i OBROUND HOLE IN I, I I I N I STEEL PANEL FLANGE. � OR I 2 5 II 55W 5 ALTERNATE 5W L ELECTRICAL BUSHINGS L : I D MECHANICAL . HOLE AT ALL ROUND S i I I, ' I REGISTERED DESIGN PROFESSIONAL I IS PERMITTED TO MOD IFY DETAILS -- FOR SPECIFIC CONDITIONS. Li I_ 4 OR 7 ALTERNATE 55W 55W I I N CONCRETE SINGLE STORY SSW ® O I 2 OR HEAR TRAN FER 5 _S S GARAGE HEADER 55w EIGHT ` OPENING H 55w 55w ALTERNATE DESIGN &DETAILS ROUGH - ----- ROUGH BY OTHERS - I I _._ I MODEL H 0 0 0 : O 0 0 0 0 ° 0 SHEATH NG L RIM _O I ST. SET LOWER NUT FLUSH WITH TOP OF SHEATHING. SSW BASE LATE SHALL' SIT FLUSH 4 LEVEL ON NUTS. -j RODS AND SE:GURE WITH HEAVY HEX 16d COMMON NAILING. SEE SIDE NUTS (PROVIDED). USE HEADER BY OTHERS. VIEW FOR SPACING. i W 1 S O S C G 5 8 RENGH SOCKET FOR I NUT 2 PLY 2x12 MIN WITH NUTS SHAL L BE SNUG TIGHT. SHEATHING BETWEEN PLYS DO NOT USE „ MIN. LV AN IMPACT WRI=NCH. OR 2 PLY 1 % x11 / L 4 8 1 1 INSTALL SDS x3 (2 PLY LVL SHOWN) 4 2 SCREWS. SEE SIDE VIEWS R N SIMPSON A3 U C 4 EACH SIDE F0 NUMBER & SPACING ING NOTE. SCREWS BY INSTALLER MIULTI-PLY HEADERS MAY BE I D I AMETE ° ° _ ° ° ° ° ° ° SOLID B OGKING BE L LOW USED WITH STEEL STRONG- WALL FOR WIND DESIGNS OR � RE ERED DESIGN PROFESSIONAL GIST S STANDARD THREADED ROD _ STEEL STRONG WA L LL DESIGN CATEGORIES IN SEISMIC DES G I 2' IS PERMITTED TO MODIFY DETAILS STEEL STRONG -WALL ROD (PROVIDED NITH A-C (IBC & IRC ONLY -,�- - _ FOR SPECIFIC CONDITIONS. AT 2nd FLOOR LEN6TH SS ' W 2KT - ° 1 1 SDS x3 SCREWS 4 2 PROVIDED WITH WALL _ DRILL II 16 MAX DIAMETER ` SSW FOR SHIMSGREAT HOLE IN DOUBLE TOP SSW MULTI -PLY HEADER CROSS SECTION 8 \ PLATE FOR RODS THAN WE5 S 5 SSW f(11 U 55W f(11 U - ATT,4CH TOP OF: SSW TO— MIN. - e _ TOP PLATES WITH TYP. 2 � 2 MAXIMUM PPER, PANEL SHEAR , SDS� x 3�5GREW5 3 1 O INSTALL SDS i 4 x3 i 2 5GREW5 OD LENGT RE:DUGTION=ACTOR PROVI D W TH SW ( DE I S ) 7 HORI ONTA , Y THROUGH V OR Z LL L L 18 INCHES I:00 14 2 x LUMBER HEADER PLYS. 4 SGREW 21 INCHES 0.a4 HEAVY HEX NUTS TOP 4 TOTAL FOR 5SW12 6"SGREWS TOTAL' FOR SSW15' SSW18 SSW21 AND SSW24: OPENING _. - ROD LENGTH IS TOTAL OF FLOOR No . CUR B I SSW STK OPTION ° ° ° ° ° AND BOTTOM (PROVIDED 'I HEIGHT JOIST D TOP PLATES FACTORY INSTA D DEPTH PLUS L LL WI H T SSW 2KT . NU PROVIDED I ( _ TS SHALL 2 SDS 14 x5 12 5GREW5 1 PL US I. .I L SHIM THICKNESS. I ° 3 MIN WIDTH �- BE SNUG TIGHT:-- DO NOT WITH WALL a W12x7 I ° SS I I lu c_ " „ I _ + 1 1 : HEADER BY 2 : USE AN iMPAGT WRENGH 5 7 1 I -' N 2 W1 x7 2 SS 5 I _o I : TH 0 00 .. i O FRS. FOR I 3 FASTEN PLYS' TOGETHER WITH 16d --- -- - _ I , O SSW I t MULTI - PLY PLY HEADER INTERIOR _ � ERIOR ELEVATION GOMM NA T m I , , . , .: , ON NAILS A 16 O.G. ALONG EA H - i W21x7 REQUIREMENTS SS DGE OF B I I I I E BEAM. ILL 7 2 J sz - _ r I: r I SSW24x7 I 0 _ I I1 I E I I I S E a I I I 12x 1 c SSW 8 I 2 I 55 W 4 15 32 SHEATHING BETWEEN .� 3 � I O 1 : _SHEARao�o� o 8 2 5 / TRA :NSFER / 4 i 2 : �I 2x HEADER P YS SHALL MAT 1 x ,L LL GH HEA R SW 5 8 S :. : - I I 0 0 0 0 I AND 14 SELF -DRILLING 5GREW5 _ __ _. - _---------- - DEPTH AND T W I T A EXTEND FULL DTH OF ,: W 1 x8 I L SS 8 I - I _ I _ PRO � VIDED WITH SSW 2K . ,., T I ,_ 55W MINIMUM. r STEEL , EL STRON A o I ., G W L L SW21 x8 I 1 _ S _ 3 ORDER TWO STORY 6 8 / L 4 I _ � I , _ , SSW18SHOW I ( I I : STACKED HALL 5 D W L SS W24x8 I ---_- _ RIM JOIST D F _ I SEE SI E VIEW rn I• ° S SHEET SSW4 CONNECTOR KI T : R WA - RAGE CUR B I FIRST STORY LL " N 1. THE HT OF TH E GA : I FOR GARAGE PORTAL SEPARATEL Y. Y. WITH MULTI -PLY SSW LY HEA DER RDER - ADD STK TO MODEL LAB IS CRITICAL ROUGH ABOVE THE GARAGES _J : � SYSTEM WHEN SSWP-KT N : MODEL 55W Nm _ I I I I I 2KT . FORTHE ROUGH HEADER OPENING AT OPENING NAME IS -----=.. --SC---------_--EXAMPLE 55W21_2KT SHEAR TREXAMPLE 5SW21xq STK � BOTHERS ERETURN WALLS. HEIGHT o0ob - , I 0 N 2. SHIMS ARE NOT PROVI DED WIT H I I , � I LTP4 SHOWN ( ) � _I S TEFL STRONG WALL. OF GARAGE I I I I MULTI -PLY HEADERS 1 FURRING O UNDERSIDEIDS I I POST & POST 4 REGISTERED DESIGN PROFESSIONAL 6 3 : HEADER MAYBE NECESSARY FOR LESSER ROUGH OPENING HEIGHTS E DETAIL BASEI I : I I IS PERMITTED TO DETAILS NANE - . , ,.,,, , FOR SPECIFIC CONDITIONS. I. STEEL 5TRONG_ WALL SHEARWALL IS MANUF ACTURED AND TRADEMARKED BY "SIMPSON STRONG TIE COMPANY INC."NG, DATE' v, R FESSIO NAL REGISTERED DESIGN P O REG I � , I- 1 H IOd COMMON NA NAIL HOME OFFICE 5956 W. LA5 P051TAS BLVD. PLEASANTON, ON GA g4588 TEL: 800 aaq 50gG FAX �2 84�T I Ql L 5 5 � ( ) ( ) , _ _ 9 21 2009 Q F Y DETAILS S PER MITTED TO MODIFY , 1 CURB ; NOT ING LUDED ( ) TWO-STORY RY STACKED - COMPANY, SIMPSON STRONG TIE GOM ING. 15 AN I50 g001 RE 5 GI TERED COMPANY. _ ScAI,F a FOR SPECIFIC CONDITIONS.t I I I � --- s , , , a . , o . ° 0 0 0 WALL CONNECTION K IT 0 0 O O 2. USE HI CT IS SUBJECT E OF 5 PRODUCT T TO THE APPROVAL F L 0 THE LOCAL BUILDING DEPARTMENT. L NT. .T E 3 HI5 PRODUCT 15 PART OF THE OVERALL LATERALFORGE E RE515T1N6 SYSTEM OF THE STRUCTURE. DESIGN OF THE fIJ.T J Q - i Z 4 O 55w v _ IA L OPTION1 G ARAGE W ALL OPTION 2 GARAGE WALL GAR G fill III if A oc N 2 ' FOR GARAGE E WALL OPTION NOTE: 177 a a a a , II O 7- FT. HIGH STEEL STRONG -WALL MODELS REGISTERED DESIGN PROFESSIONAL SHALL DESIGN FOR. aa ° a °a v I _ ARE 80� 2 TALLER THAN 7-FT. HIGH WOOD 1. SHEAR 4 OR a a REGISTERED DESIGN PROFESSIONAL w 2. OUT OF PLANE LOADING EFFECT STRONG -WALL S HEARWALLS 55W 55W ALTERNATE SPERMITTED TO MODIFY DETAILS 3. INCREASED OVERTURNING AND DRIFT DUE — �nR cp�ri�ir rnnmiTinnnc WALL _ MODEL WIDTH NO. CONTENTS (in) 15 SW15-2K EACH KIT. CONTAINS: L SHEAR TRANSFER PLATE 18 SW18-21< # with 14 5GREW5 2 1 x 48 THREADED RODS A5TM A5 O ( ) 21 SW21-2K (6) HEAVY HEX NUTS 24 SW24-2K INSTALLATION INSTRUCTIONS BUILDING'S LATERAL FORGE RE515TING SYSTEM; INCLUDING THE LOAD PATH TO TRANSFER LATERAL FORGES FROM C HECKED THE STRUCTURE T THE GROUND 15 THE RE5PON I 0 5 B LITY OF THE SPECIFIER. 4. ENSPECIFIC— - GINEER OF RECORD 15 PERMITTED TO MODIFY DETAILS FOR CONDITIONS. 5. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS CONDITIONS, ELEVATIONS, L ,_ . I L NATIONS ETC. PRIOR TO INSTALLATION OF ANY S HEFT COMPONENTS FOR THE STEEL STRONG WALL SYSTEM. IF ANY 15 D GREPANGIES ARE FOUND THEY SHALL BE BROUGHT TO THE A THE SPECIFIER R ATTENTION OF N 5 E IFIER FOR CLARIFICATIO N PRIOR TO CONSTRUCTION 6. INSTALLATION OF PRODUCT SHALL B DONE IN ° LL � CONFORMANCE TO THESE DRAWINGS. THE PERFORMANCE OF s vs WWI MODIFIED PRODUCTS OR ALTERED U L D INSTALLATION PROCEDURES ARE THE 50L E RE5PON51B1 ITV OF THE SPECIFIER. L I - 7 5 MP50N STRON TIE COMPANY N , G I G. RESERVES THE RIGHT TO CHANGE SPECIFICATIONS, DESIGNS, AND MODELS EXTERIOR ELEV ATION WITHOUT NOTICE OR LIABILITY FOR SUCH CHANGES.