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A1ARV, <br />�❑ <br />- - _- -- -- -_. <br />�;F-i��AF'VJA'�_� �;CHCnUI_t_ ;��;DX) <br />SHEATHING EDGE NAiUNC FIELD NAILINC SILL PL�TE & CONN. rG BOTT01d/TOP PLATE <br />FND CONN. <br />}�" CDX ONE ��� 3 A.B. � 4B" 0/C LiPq QS 20" 0/C <br />FACE 8d � 6" 0/C 8d � 12" 0/C Y;/ 2x SILL PLAIE . W/ 2x BOTTOM <br />o� nrr <br />ib" CDX ONF. � LTP4 � 14" 0/i <br />ZQ 8d � 4" 0/C 8d � 12" 0/C �� A.B. � 36' 0/C W Zx gpTTOM <br />fACE W/ 2a SILL P�ATE � <br />PLATE <br />SH�ARWALL NOTFS <br />1. ALL STUDS, BLOCKING, TOP AND B0TT061 PLATES SHALL BE HERI-FIR N0. 2 UNLE55 NOTED <br />�piHERv�15E ON PLANS. ALL SHEATHIMG E�GES MUST BE BACKED Y11TH 2r CR WIDER FRAMING <br />(SEE NOTE qJ). � <br />2. SHEATNING MAY BE INSTALLED EITHER HORIZUNTALLY OR VERTICALLY. ALL SNE�RWPLL <br />SHEATHING ldUST ExTEND TO THE OUT6DE EDGE OF �LL HOIDOWN POSiS AND CORNERS, AND <br />TO 1HE INSIDE EDGE GF FRAMWG i+ROUND 0?ENINCS. <br />3. WNFRE SHE�THING NAIL!NG IS SHEARYIALL i/3 AND GREATER, ALL FRl,69NG h4E1dBER5 <br />FECEIVING EDGE IJFILING FR01d ABUTTING PANELS SHALL NOT BE LE55 THAt! F SINGLE 3-INCH <br />N0611NAL MEIABER. ADDITIONALLY, WHERE SHEARYL1Ll5 ARE SHEAiHED ON BOTN FACES, ALl <br />STUDS AND PLATES RECEMNG EDGE tJAILINC FROId �OTiI FACES ldUST BE � SING�E 3-INCH <br />NOMINAL ME1.18ER OR P1NEL JOINTS MUST BE STAGGERE0. iq EFCH OF THESE CASES Jz <br />STUDS ARE RE�UIRED UNLESS SPECIFICAILY NOTED OTHERV575E ON THE PLANS BY THE <br />ENGINEER. FOR SHEARWAL�S �3 A�JD p,, F 2x SILL P,ATE MAY BE USED iF TYlO TIMES 1HE <br />NU�dB:R OF ANCHOR BGLTS REOUIRED BY THE SHEhfi\VALL SCHEDUI.E ARE USED AN� ARE <br />EVENLY SPACED (SEE 2003 IBC SECTi01J 2305.3.70). <br />�.. SNEAR`NALL NAILING CRITERIA IS BASED ON TFBLE 2J06...1 OF THE WTERNATIONFL <br />I BJILDWG CODE�(FOR CDXj OR REPORT NER-�24 (FOR OSB). VPLUES ARE BaSED ON HEM-FiR <br />' tJO. 2 FRA1AiNG k7TH COMtiION NA1LS- <br />5. HOLDOR'NS AND 07HER CCNNECTIONS A1AY BE REOUIRED :.T TNE ENDS OF MA�JY <br />SHEA4WALL5. S�ZES AND LOCATIONS OF THESE CONNECTORS AP.E INDICA7ED ON THE PLAHS. <br />R�FER TO THE APPROPRIATE DEiAILS ANO/OR HOLDOWN SCHEDULE FOR AOOITIONAL <br />iNFORIAATIO�J REGARDING ANCHOR BOLTS, EIdBEDMENT LENGTH, ETC. WHERE (2) 2z's ARE USED <br />aS n HOLDOWN POST, SHEAR'N4LL EDCE� NAILING MUST BE STACGERED INTO [ACN ME6IBER OF <br />TtiE PCST. <br />E ANCHOR BOLTS MUST 8E ElABEDDED A MI�lIMUM OF �7" INTO CONCRETE OR GROUTED CMU, <br />aND SHA�L BE PIACED TO PROVIDE A"�INIM1IUM OF 2" COVER. PROVIDE 3" COVER FOR <br />CONCRETE CAST AGAINST SOIL. <br />� 7. ALL IAACHRJE 90LT5 SHALL BE ASiG1 P307 OR BETiER. NILTI Y,VlIK BOLTS/SIAIPSON TITFN <br />I ND BOLTS OF 1HE SAME DIAMETER AS SHOWN IN THE SHEARWALL S�HEDULE A1AY BE <br />! SUBSTITUTED FOR ANCHOR BOLTS IIJTO EXISTING COIJCRETE. BOLTS SHALL �� EMBEDDED A <br />I rdWIMUM OF 5" WTO ExISi7NG CONCRETE. <br />� E ALL NAILS AND. CONNECTORS IPJ CONTACT WIiH PRESSURE TREATED W000 (EXCEPT �VR <br />' GORITE iRFATED WOOD) �dUST BE H0T DIPPED GALVANIZED OR SLIWLESS STEEL TO RESiST <br />, CORROSION. . � � <br />9. WFfERE t0a NaiLS nRE SPnCED nT J" Ori CENTER OR �ESS. Nni�S �.�UST BE STAGGERE�. <br />10. OS� Of El]UAL OR CREAiER THICKNESS A1AY �k SUBST1IUTED FOR CDif SPECIFIED IN <br />SHEARVJALL SCHEOULE. _i . � <br />I HOLDOWN POST. SEE <br />IIOf.DO'�5'N SCi{EDULE OR <br />�, PIJ�;J �OR'IARJIldU�d <br />I REGUIREMENTS <br />LOCA LICN -0F <br />HOLDOWN TO F3E <br />INJTALIED <br />� �_,ATERAL MARI�IN <br />I.FNCTH OF _ <br />Sr��FnRYIAI.L <br />FOR �OUBLE SIDED SHEARWFLLS: THE <br />SHEATHING ON EACK FACE 1AUST <br />EXTFND CON71tvU0U5 �ET�YtEN <br />HOLDOWN POSTS AS SNOWN � <br />OFENIIJG PER <br />TYPE OF HOLDOWN TO BE INSTALLED <br />�SFiEARwALL DESiGNnilOrd - SEE <br />SHEARYlAL� SCHEDULE FOR FRA611NG, <br />NAILING AND ANCHORAGE � <br />LEGENI�_REOUIREME��TS - _------ <br />�_.�-- -- - <br />MODEL <br />LSTHDSRJ <br />IIGLUCiVlh! SCHEDUI_E <br />�FOR HGLDOW�lS It4SiALLED IN WEW FOUP;Df.Tlf)WS <br />ANCHOR THRU BOLTS EMBEDMEN T� MINIMUM <br />OR STRAP EDGE <br />BOLT NAII_S/SCREWS LENGTH DIST. <br />_ N/A (24) 10d COMMON 8" EMBED- .��t�� <br />HOLDOVJN NO'fE5 <br />1. ALL-THREAD BOLTS SHALL CONFORM TO ASTM A,107 <br />2. MINIMUM rONCRETE COAIPRESSIVE STRE�dCTH fc = 2500 PSi <br />NA � NA <br />3. ALL HOLDOW'NS REOUIRE n(2) 2x POST UNLESS NOicD OTHERWISE.- HDU11 AND HHD014 <br />REOUIRE A 4x6 D Fjj 2 MINI�dUM POST SIZE, U.N.O. " WHERE HOLDON'NS ARE INSTALLED WTO <br />THE Y/IDE FACE OF THE STUD, 7HE STUDS MU57 BE STITCH IJAILED TOGETHER Y!/ 16d <br />SRJKERS SiAGGEREO m 4" -0/C. - _ <br />4. lAINIMUM EDGE DISTANCE i5 FOR FORMED GOtiCRETE ExPOSED TO V+EnTHER OR SOiL FOR <br />CONCRETE CAST AGAINST SOIL PROVIDE 3" CLEAR TO ANCHOR BOLL � <br />5. NAILS/SCREVlS TO HOLDOWP� POSi SHALL BE. PER hSANUFACTURER'S SPECIFICATICNS. <br />6. ALL HOLDGWN 60LTS tAUST 8E RE-TICMTENED JUST PRIOR i0 EfJCLOSINC 2ND SIDE OF <br />V;ALI. <br />(Ai�OUBLE TOP PLAiE Wj EDGE NAiLING �HOLDOwN PER SCHEDUIE ANG <br />(STAGGER) � . � PLAN (ND00-SD53 SHGYJN) . <br />�SHEnRWAL� EDGE NAIUNG AT AIL�PANEL �j COORDW�iE ALL STUD AND <br />EDG[5. BLOCKING AT ALL PANEL [DGES � �pLATE SIZES w/ SHEARVIAIL <br />`NFIF_RE APPUCA�LE � � SCHFDULL REpUIR[MENTS <br />�OEDGE NAILING TO HOLDOWN POST (FULL � �� � <br />HEIGNT) STACCER W10 DOUBLE STUDS JOEDGE NAILINC TO POS1S, 1RiM <br />�STUDS G� 16' ON CENiER STUDS, AIJD KING STUDS <br />�PRESSURE TREATED SiLL PLATE WITH �BEARING SND FOR HEADER <br />EDG[ NAILING AND ANCHOR BOLTS PEk <br />SHEARY'ALL�SCHEDULE. � ' ([,RIMJOIST TO BE 7kt" MIN <br />�TOP PLF.TE SPLICE NAILWG TO BE (8) 16d THICKNESS AT ALL <br />SINKERS (MIN). LAP 58" �d�NIMUM. CENTER SHEARWALLS <br />SPLICE ON STUD. � <br />STD. SHEARWALL ELEVATION W/ RIM <br />;.=r-n.. <br />: �, <br />:�, <br />:� <br />. - <br />� <br />� <br />� 6 <br />;� <br />U �� <br />p -� <br />� � �; <br />Q ��.. <br />�M.- <br />JO�' <br />� J N <br />� w m <br />� m <br />w <br />(n Y .. <br />Q� a�c: <br />� � � <br />w v� <br />o �r <br />m <br />UN ,,, .. <br />� <br />� <br />V <br />� ' <br />� <br />i. '- <br />rn <br />t-�- <br />U L^ <br />in _ <br />Q N =_ <br />L <br />m � U � <br />J �� <br />Q � � <br />(� z _. <br />�Q-= <br />� _I (y <br />wLLLJ <br />� � <br />Ui <br />�iJ <br />� <br />Drown By CFIRIS <br />� Checked By Cl�!FIS. <br />Datet i2-03--13 <br />SDA JOB NC�. <br />7177 <br />STRUCTURA� <br />NOTESjDETAILS l� <br />s=2.� �� <br />� <br />