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<br /> EPDXY HOLDOVI/N S�HE[�UL�:: _
<br /> �HEA�V�i/�LL ��HED�JLE ���
<br /> *FOR EPDXY INSTALLATIONS INTO EXISTING CON�:RETE � �
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<br /> ANCHOR EM�EL,�MENT MII�I. E��E S�LL PLATE & CONN. @ BUTT�M/`f�OP PLATE c � ,,
<br /> M(�DEL FASTENERS TO POST _
<br /> MARK SHEATHIPJ� EDC�E NAILING FIELD NAILING FND CONN. I N F ; .
<br /> BOLT LEt�i�;�TH DI�TANCE �x��..... ��,,
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<br /> ' : : �° 6 �/" x 2 1" SDS SCREINS ;i„ _ s � s �� �� ��
<br /> HDU2 SDS2.5 8 �3 ATR � ) 4 2 7 ,z 1/ al /a CDX ONE FACE �d @ 6 U/C - 8d � 12 O/G %$ P.3 �A.6. @.4$" �/� W/ LTP�d � 20 O/C 4�// 1x , --
<br /> 2x SILL PLATE BOTTdM PLATE
<br /> ��� : 10 ,� x 2 i�� SDS SCRE ;i�� 3 ��
<br /> HDU4-SDS2.5 8 � ATR O �a 2 W5 7 ,z 1 /� :
<br /> _,.. : �2 %8" CDX C�rl� �ACE gd n 4�� 4/C 8d @ 12" O/C
<br /> %8" � A.B. @ 36" O/G W/ LTP4 @ 1�4° O/C V'�J/ 2x
<br /> 2x SILL PLATE BOTTOM PLATE t�
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<br /> HDU8-SDS2:5 , Z° f�ATR (20) �/4" x 2 �" SDS SCREWS 1;�1�� l%a° , -�. ,-..
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<br /> SHEARW�LL �I�JT�� : � �
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<br /> : HOLDOWN NOTES 1. ALL STUDS, E3Lt�CKING, TOP AND BO`TfOM PLAT�S SFIALL BE MElvi-FIR 1�10: 2 UNLESS NQTED OT�HERWISE ON PIANS. ALL � > r` `�'
<br /> , SHEATHING EDGES MUST BE BA IDE(t _ � � � : �
<br /> 1 . ALL THREAD �OLTS SNALL CONFORM TU ASTM A307. CKED WITh-i 2x OR W FRAMING (SEE Nt"JTE �3). � � .
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<br /> 2. MiNIMUM CONCRETE COMPRESSiYE 5TRENGTH f'c = 2500 PS1. MIN1��1UM WALL THICKNESS IS 8". 1. SH�ATf 11NG NI�Y BE INSTALLED EfTHER HORIZONTALLY OR VERTICALLY. ALL SHEARWALL SHEATHINI.; Iv1U5`f EKfEND T0 � �- � �
<br /> THE OUTISDE EDGE O� ALL . �.. � o, � ?
<br /> FiOLDOW�! POSTS AND CJRI��RS, AND TO TI�IE INSIDE EDGE C�F FRAMING t�KC7UNt� � .� �, �
<br /> OPENINGS. . : � U � c�� �
<br /> 3. ALL H�t.(���+bNS REQUlRE A (2) 2x POST UNLESS NOTED OTHERWISE. WHERE h-iGLDUWN5 ARE � c�
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<br /> INSTALLED INTO THE WIDE FACE OF THE STUD, STUDS MUST 8E STITCH ��AILED TOGE'fHERw/ 16d Sl�lKERS �.,, �, �,,
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<br /> STAGGERED �7a 4"o/c. ' 3. WHERE SHEATHIi�lG NAILING IS SHEARWALL #3 AND GREATER, ALL FRAMING MEMBERS RECEIVING EDGE ��dAILINC; FROM �° � � �'
<br /> ABUTT(NG PANELS SHALL NOT BE LESS THAN A SINGLE 3-INCH NOMI�IAL MEMBER. ADDITIO�IALLY, d1/HERE �f-IEI�RWALLS � `�' `�'' �
<br /> � �
<br /> 4. MINIMUM EDG� DISTANCE IS F4R FORMED CONCRETE EXPOSED TO '1�`VEATHER C)R SOiL. FUi� C�JNCRETE ARE SHEATHED C?N BOTH FACES, A�LL STUDS �ND PLATES RECEIVING, EDGE MAiLING FROM �3JTH FACES MUST �E A SIi�GLE ••
<br /> �
<br /> CAST AGAINST SOIL PROVIDE 3" CLEAR TO ANCHOR BOLT. 3-It�dCH NOM(MAL MEfVIBER OR PAPIEL JrJINTS MUST BE STAGGERED. IN EACH OF THESE CASES 3x STUDS ARE i�EG2UIRE[� '� �
<br /> � �
<br /> : UNLESS SPECIFICALLY NOTED OTMERWISE ON THE PLANS BY THE ENGINEER. FOR St-�EARW�LLS #3 AND #�4, A 2x SILL PLf1TE �, �
<br /> 5. NAILS/SCREWS TO HC7LDOWN POST SHALL BE PER MANUFACTURER'S :aPECIFIGATION�. MAY BE USED IF TWO TIMES THE NUMBER OF ANCM4R BOLTS REQUIRED BY T't-lE SHEARW�LL SCHEDULE ARE USED At�� �RE °� � �
<br /> EVENLY SPACED (SEE 2003 IBC SECTf4N 2305.3.10): =
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<br /> 6..V1/HE�! FIELD CONDITION BECOME LESS THAN MINIMUM SHOWN, CC;�NTACT ENGINEER Pf�IOR TO -
<br /> PROCEEDING. ` : 4. SHEARWALL NAILING CRITERIA IS BASED' ON TAgLE 2306.4.1 OE THE INTERNATIONAL BUILDING COD� F�R CDX OR
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<br /> _ REP�RT NER-124 (FOR OS�). VALUES ARE BASED ON HEM-FIR NO.'2 FRAMIPIG WITH CCJMIv1�R! NAILS.
<br /> 7. ALL HOLDOWN BOLTS MUST BE RE-TIGHTENED JUST PRIOR TO ENCL�;�SWG SECQ�JD SIDE OF WALL.'
<br /> 5. HOLD�WNS AfdD OTHER CONNECTIONS MAY BE REQUfRED AT THE EN�S OF MA�IY SHE�IRWALLS. SIZES ANd
<br /> 8. H�JLDOWNS MAY BE ATTACFiED TO EXISTING CONCRETE USING SIMP�ON 'SE7'-XP' HIGM STRENGTM LOCATIONS UF THESE CONNECTORS ARE INDlCATED ON THE PLANS. REFER TO THE APPROPRIATE DETAILS AND/rJR
<br /> ` � � „ HOLDOWN SCHEDULE FOR ADDITIONAL INFORMATION REGARDING ANCHOR �OLTS, EMBEDMENT LENGTH ET�. WHERE
<br /> EPDXY. SIZE AND EMBED PER CHART. ICBO REPORT NO. ER-5279: DRIL..ANCHOR BOLT HOLES /s LARGER ,
<br /> �THAN ANCF�OR �OLT DIAMETER. ' (2) 2x's ARE USED A5 A HOLDOWN POST, SHEARWALL EDGE NAILING MUST �E STACGERED Ii�JTO EACH:M�M��f� OF TNE '
<br /> POST.
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<br /> o. I�iv�.}-iO�t��JLTS MUST BE EMBEDDED A MINfMUiv1 C?F 7" INTO CONCRETE OR G�COUTED CMU, ANC� SHF,LL "oE PtAC�D TQ
<br /> PROVIDE A MINIMUM OF 2" COVER. PROVIDE 3'` COVER FOR CONCRETE CAST AGAINST SQlL. � �
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<br /> HOLDC�WN SCHEC.�UI��.E 7. ALL MACHINE BOLTS SHALL BE ASTM A307 OR BE�TER. HILTI KWIK BULTS/SIMPSON TITEN F�D BOLT5 OF TH� S�ME
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<br /> ` *FOR HOLDC7WNS INSTALLED IN NEW FO�.:.INDATION� DIAMETERAS SHOWN IN THE SHEARWALL SCHEDUL� MAY BE SUBSTITUTED FORA�ICHOR B(�LTS INTO EXISTING CONCRETE: � � �
<br /> .. BOLTS SHALL BE EMBEDDED A MINIMUM OF 5" INTO EXISTING CONCRETE. �'°
<br /> ANCHCOR - THRU gOLTS OR EMBED,�j�1ENT/ MI�IlMUM �°' .
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<br /> 8. ALL NAILS AND CONNECT�RS IN CONTACT WITH PRESSURE TREATED WC.70D EXCEPT FOR B4RITE TREATEd W(70D
<br /> ��LT NAILS/SCREWS STRAP LI.:NGTFi E�t�E �lST. de � � �
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<br /> 30 l Od COMMON 1N . CEPJTER ON MUST �E HOT DIPPED GALVANIZED OR STAINLESS SYEEL TO RESIST CQRROSION. '.
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<br /> CS14 ; N/A � � 3�1° + CLE:�4R SP�1N NA NA : �
<br /> SiNGLE STUD . RIM JUIST 'I ,
<br /> - - 9. WHERE l Od NAILS ARE SPACED AT 3 ON CENTER C)R LESS, NAILS /v1UST BE STAGGERED: �
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<br /> - 10. OSB OF EQUAL OR GREATER THICKNESS MAY BE SUSSTITUTE� FUR CDX SPECIFIED IN Sf 1�Af�WALL S�Ch1E�ULE.
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<br /> HC�L�C�W�! NOTES . ~�
<br /> 1. ALL-THREAD BOCTS SHALL CONFORM TO ASTM A307. _ , . C�
<br /> 2. MINIMUM CONCRETE CCUMPRESSIVE STRENGTH f'c = 2500 PSI. MINIMI.,1M WALL Th-11CKNES5 15 8°.
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<br /> 3. ALL HOLDOWNS REQUIRE A (2)2x POST UNLESS NOTED OTHERWISE: VI NERE hIOlDO'W�IS ARE INSTALLED INTC7 Th�iE >�� ft/� gJ�t� , P'�,F�,
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<br /> WIDE FACE OF THE STUD, STUDS MUST BE STITCH NAILED TOGETHER w/ `�bd SINKER� �TAGCERED @ 4" o/c. HOLDOWN POST. SEE ` � "�+�A
<br /> HOLDOWN SCHEDULE OR PLAN _ FOR DOUBLE SIDED SHEARWALLS, THE r � � #'S4 ,�-t�� f�� �� .�� ''�'` `� •
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<br /> �� SHEATHING C�l�f �A�'F-� FACE Mi�ST EX7EhID � � � ,
<br /> 4. MINIMUM EDGE DISTANCE IS FOR FQRMED CONCRETE EXPOSEb TO V���ATHER QR SL�IL. FUR CONCRETE CAST FOR MINIMUM REQUIREMENTS ;; � �: ,, �� ����� -,,�-.��sy.
<br /> C�JNTINl10U� BETWEEh1 MOLDflWhI PC?STS AS ° ,'� i� ,,, � � � �,�`� � 3. : �£� �"� :
<br /> A�GAIhI$T SOIL PROVIDE 3" CLEAR TO ANCHCJR BOLT. � � _ � �� � �
<br /> SMOWN,
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<br /> �. NAILS/SCREWS TO HOLDOWN POST SHALL BE PER MANUFACTURER'S SE"ECIFI�ATIOf�S. SHEARWALL
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<br /> 6. '�I-IEN FIELD CONDITION �ECOME LESS THAN MINIMUM SHOWPJ, CC?I,�aTACT EP1C1N�Ef� PRIOR TO PROCEEaING. _ . : , �+��,Y x���'µ������I
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<br /> 7. ALL HOLD�WN BQLTS MUST BE RE-TIGHTENED JUST PRIOR TO ENCLO,:�ING SECOND SIDE (�F �/ALL.
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<br /> QPENING PER Pl�h�
<br /> LOCATION OF HOLDOV�JN � _ L7r�wn �3y; FF
<br /> TO BE INS7ALLED Checked By: CC�
<br /> STHDI4RJ Date: 07-31-1�
<br /> � S�A�J�"JB haO.
<br /> TYPE OF HOLDOWN T4 �E INSTALLED
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<br /> SHEARWALL DESIGNATION � S�E SHEARWA�LC
<br /> SCHEDULE FOR FRAMIN�, �IAILING AND
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<br /> ANCHORA(�E REQUIREMEN�TS
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<br /> LATERAL I�A�i�i�1� LE�END
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