Laserfiche WebLink
��ui�DiMc CODE --- ----- - <br />� io,2 ir,!EarinnoNn� 9u.�o,nc coot <br />FLOOR LOAD <br />DEAD LOAD �. 12 ps( <br />�_ivE �OAD: n0 psf <br />��Q< <_QA� <br />DE�D �OAD: �5 vs( <br />�LAT ROOF SNOW LOAD: 25 psf <br />SNOW E%POSURE FACTOR (Ce): 1.1 <br />;iNOW LOFD RdFORT�NCE FAf7pR (Is): 1.0 <br />THERI.+,AL FACTOR (CIJ: 1.7 <br />',�9��D DESIGN DATA <br />�. BASIC W1ND SPEEO: 85 A!PH <br />7. 1YIND IMPORIANCE FACTOR (Iw): 1.0 <br />BW�DiNG CATECORY: it <br />�. 1'.�ND EXPOSURE� B <br />4. Kzl = 2.0 INTEF.NAL PRESSURE COEFFlCIENT: NA <br />5 APP�ICA9LE WIND PRESSURE FOR <br />CONPONrNTS hND r�qDDING: NA <br />SFSiMIC DESIGN Dt�TA <br />I 1. SEIS�d!C Ih1PORTANCE FACTOR: 1.0 <br />. SEtSMiC u5E GROUP: I <br />� ? SpECTRaL RES�ONSE ACCEL'cRAT10N (Ss):728.2� G <br />I .7. SiTE C1A55: D (nSSUA1FD) <br />». SPECTRAL RESPONSE COEFFiCIENTS (SDS):85.57G <br />j �. SEISMIC DESIGrJ CFTEGORY� D <br />� 6 9ASIC SEIS.!IC-iORCE-RESISTIYC SYSTE6': SHEARWALLS <br />�� � DESiCN BASE SHEFR� SEE CALCULATIONS <br />; B. SEISMIC RESPONSE COEFFICIENT (Cs): 0.092 <br />; 9. RESPONSE �dCDIFICAT10N FACTOR (R)�. 6.5 <br />1Q. AFlALYSIS PROC�DURE USED: EOUIVAL"cNT IATERAL <br />�'ORCE PROCEDURE <br />;�RAMIIVG LUtJBER <br />i 1 FRA1.11NG LUh!BER SHaLL BE HEh1-FIR N0. ?. GRAOES FRE <br />�ivF!CAL UNLE55 OtHERYnSE wOTED ON PLANS. LUMBER 70 BE <br />; GRAUE MARKED PER YICUB SPECIFICATIONS. <br />� 2. STRUCTURAL SHEATHING SHALI. �E APA RA7ED PLYY;000. <br />�.��xPOSURE 1 SHEATHWG CONFORMING TO EtTHER COIdMERCiAL <br />SiANDAR�S P51-E3�, APA PRP-108. OR VOLUNTARY PRODUCT <br />I S7aNDARD PSE-92. PROVIDE A IdIrJI�dU�d OF ?y" EDGE OISTANCE <br />i GN ALL NAILS AND .��' EXPANSION JOINT BETWEEN 4LL PANEL <br />i FDGES 1.11NIAfU61 SHEATMNG REOUIREMENTS ARE AS FOlLOWS: <br />I ROOF SHEAiHiNG TO BE �" IN7-C.PA RATED PLl'WO00, P.I <br />� 48/24. NAIL Y�17H IOd NAILS Ai 6" ON CtNTER AT <br />PAI�CL EDGES AND 12" ON CENTER AT INTER6IEDIATE <br />I MEMB�RS <br />SUB FLOORING TO BE 3i" iONGUE AND GROOVc C-D <br />Rdi-APA RAiED PLY4YOOD OR OS� YlITH E%TFRIOR GLUE. <br />P.I. 46/2Y GLUE AND PIAIL W1Thl lOd NAILS AT 6�� ON <br />CEMiER A7 PnNEI_ EDCES AND 12" ON CENTER Ai <br />INTER6fEDIATE IdE61E3CR5. <br />^�•�.� tiiL�, �'L��tES �HALL 8� BOLIEU �0 ii1E �OU�JUI.i',0;: 1',9TH <br />5/B" ldR�iti7UlA DIA:IEIER BOLTS SPACED A� F IdAXI!111!,� CF 4tl" <br />ON CEPII;.R. BOLTS 1.�UST BE Fti18EDDFD n 6nr:uAU!J GF 7" �rli0 <br />COt�CRETE OR !dA50NRr SEE PLnNS AND DE7AIL5 fGR <br />SPECIFIC REOUIRE61ENT5 1YHERE APPLICABLE. <br />9 RI6! J015T IS TO 8E 1i/!4" LSL !A!NIlAU!d <br />10 PROVIDE DOUBLE JOIST UNpER AlL PPffALLEL PARTITION <br />17AL�5 APJD SOLID BLOCKING U'JDER PERPEVDICULAR P„RililOfJ <br />YIALL 5. <br />11. CONTACT THIS OFFICE PRIOR TO h!AKWG a1:Y CHANGES TO <br />THESE DET,5ILS <br />GENFRAL <br />1. ALl MATERI�LS AtJD WORK4�ANSHIP SHALL CONFORM i0 li;E <br />CUNTRACT DRh5ti1NG5 <br />2. DURiNG THE CONSTRUCTIpIJ PERIOD iHE CONTRACTOR SHALL <br />BE RESPC�lSIBLE�FOR THE SAFETY OF THE BUILDING TIiE <br />CONTRACTOR SHnLL PROVIDE ADE�UATE SnORINC. BR,�Ci^:G. AraD <br />GUYS IN ACCOR�ANCE VJITH ALL NATIONAL, STAiE, AND LOCAL <br />SAFETV ORDINANCES- APlY JE�9ATION h1USi 9E APPROVED IN <br />WRiTiNG PRiOR 70 ERECiIOM. <br />3. aLL ERFCTiON PROCEDUHES SHhLI CONFORAI TO OSNA <br />STANDARDS. ANY OEVIATICD! IAUST Be APPROVED BY OSHF <br />PRIOR TO EREC710^!. <br />a. THE CONTRACTpR SHALL BE SGLEIY RESPO^7518LE FOR ALL <br />CONSiRUCT10�� PROCEDURES. <br />5. THE CONTRACTOR SHALL B� RESPONSiBLE FpR COORDINATING <br />THE WORK OF ALL 7RADE5 AND SHALL CI1EC!c ALL DRA�NSi0N5. <br />AlL DISCREPANCIES SHALL BE CA�LED TO THE ATTENT101: OF <br />THE ENGINEER AND �E RE50!VED PRIOR TO FROCEEDWG RYTH <br />THE 'NORK. ' <br />6. DRAW1NG5 INDICATE GEPiERqL AND TYP!CAL DETAiLS OF <br />CONSiRUCTION. 'NHERE CONDITIONS ARE NOT SPECIFICALIY <br />INDICAiED BUT ARE OF SiMiLAR CHnRAr7ER TO DETAILS SHOWN, <br />SIMILAR DETAILS OF CGNSTRUCTiON SHALI. BE USED SUBJECi TC <br />RFVIEN! 8Y iHE ENCirdEFR. <br />7. ALl DETAILS OESIGNATED AS STANDARD OR T7PICAL SHALL <br />OCCUR �N ADDITION TO ANY OTHER SPECiFIC DETAIL CAILED OUT. <br />8. ALL INFOR�AATION SH01YN Ot�l iHE DRAIYINGS RELATIVE TO <br />E%ISIIfJG CONDITIONS IS GIVEN AS THE BEST aRESENi <br />KNOW'LEDGE, �UT VATHCUT GUARANTEE OP dCCURACY. WHERE <br />AC7UAL CONDIT�ONS CONFUCT Y1iTH THE DRAIYINGS, THEY SHALL <br />�E REPORTED TO TIiE ENG�NEER SO TriE PROFER REviSIONS MnY <br />E3E MaDE. MODiFlCqT10N5 TO CONSTRUCTION D[iAILS SHALL <br />NOi �C lAAUF V/ITHOUT PRIOR �SRITTEN APPROVAL BY TH[ <br />ENGINLER. <br />TRU55 PFR PLAtd <br />3. NAILiNG SHALI COWFORM TO TAf�LE 7304.9.1 OF THE A�� � 6" p�C INTO BIOCHING <br />IN�ERNATIONAL �UILDING CODC UNLFSS NOiED OTHERWISF. USE H1 CLIP � EACH TRU55 <br />C0611AON NAILS iHR0UGH0UT UNLE55 NOTED OTHFRV4SE. (24" O/C �anX) <br /><. NO STRUCTURAI. MEMBER SHALL BC CU1 OR tJOTCHED UHLE55 <br />SPECiFlCALLY DETAILED OR APPROVED IW WRITiNG �Y THE <br />STRUCTURAL ENGINEER. <br />Ia 6R�dl�� BRR}°�H4�`14�iZ�4iSY1Q�5Ea� k'CL�Eifdl�NS(.h9`-8ek`'RNUTS <br />�' CF ALL BOLTS AN� LAG SCRF�95 HEARIMG ON l';OOD. <br />IZ 80Li HOL[5 SHALL BE NOM�NAL DIAMETER OF BOLT <br />?�US 1y�6" UN�ESS IJOTED OiHER�'+15E I.AG BOLT PILOT <br />IFi0LE5 SHAL� BE PRE-DRILLED TO 609< OF THE NONINAL <br />DIAAiETER OF THE LAG BOLT UYLESS NOTED OTHERWISE. <br />�� VENTILATIO�J 1.1AY BE <br />4yALL PER PLAN - REO'D AT BLOCKRJG. <br />NAiL SHEATHiNG VERiFY MEfHOD W/ <br />INTO EA l.1E�dBER OF . ENGWEER PRIOR TO <br />TOP PLATE CONSTRUCTION. BIRD � <br />BLOCKINC IS <br />- ACCEPTnBLE. <br />,,�OOF-/SHEARWALL CONN. <br />U <br />O <br />�DOUBLE TCP PI.A?E W/ EOGE NAIUNG <br />(S7AGGER) <br />�SHEFRWAI.L EDGE NAILIfJG AT ALL PANEI <br />EDGES BLOCKING Ai PLl PANE� EDGES <br />Ivri.RE APPUCaBLE. � <br />�EDCE raalUNG TO N�OIDOv+�� POST (FULL <br />HEIGHT) SihCGEP. WTO�DOUBLE STUDS <br />�STUCS � 16" ON CEN�ER <br />Q PRESSURE TREATED SILL P�ATE K7TH <br />EOGE NAIUNG FND �.NCHOR BCLTS PER <br />SHEARW:.II SCHEDULE. <br />�TOP PLATE SPUCE NAIUNe TO BE (Bj 16d <br />SINKERS (Id�N). LAP 48" AIINII.!UI.1_ <br />CE��7ER SPLiCE Oh STUO. <br />�HOLDOYna PER SCHEDULE <br />AND PLard (,4008-SD53 � <br />SNOItitJ) <br />Di COORDiNnTE n�� STUD :��� <br />PLATE SIZ'".S w/ SNEARV+��.. <br />SCN"cDULE REOUIRE�dEIJ�S <br />QJ EDCE ��AiLiNG TO FOSTS. <br />TRIM STUDS, � ANp KING <br />STUDS <br />Q �EARING STUD FOR � <br />HEAOER <br />STD. SHEARWALL ELEVATION W/0 RIN1 <br />;o" <br />REB� <br />LENC <br />Ff20M CGRNER <br />�f1D' INSTALLATION <br />2FBAR <br />CONE <br />REBAR <br />� <br />Drawn By -1?i5 <br />Checked By.CHl:iS <br />� Date: 12-03- 7 ; <br />SDA JOB N0 <br />7177 � <br />STRUCTURAL <br />NOTES /� <br />S-1.0 <br />