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GENERAL
<br /> Bui��i�� co�� A F S� �AfZWALL �C�I �DI� L� (CDX) � , �
<br /> 20I 5 INT�RNATIONAL BUILDING CODE I . ALL MATEf�IALS AND WOf�KMANSNIP SNALL CONFORM TO Ti�1E CONTfZACT
<br /> Df�AWINGS. SILL PLATE � CONN. @ BOTTOM/TOP PLATE
<br /> �LOOR LOAD MA�K 5t1EATNING EDGE NAILING F(ELD NAILING
<br /> �ND CONN.
<br /> DFAD LOAD : I 2 p5f 2. DUf�ING TNE CONSTRUCTION F'Ef�IOD TNE CONTf�ACTOf� SNALL BE � „ `„ ,I � „ „ ' .- � Y
<br /> LIVE LOAD: 50 psf R�SPONSIBLE FO� TNE SAFETY OF TNE BUILDING. TF1E CONTRACTOR SFIALL p �i 3/s c�x ouE FAc� gd � 6 o/c g� @ i 2 o/c % � A.�. � �� olc �vi zX �TP�+ L 20� o/c w/ zx � �' �
<br /> {� 51LL PLATF F30TTOM PLAT� '�� � �
<br /> PROVIDE ADEQUAT� SNO�ING, B�ACING AND GUYS IN ACCORDANCE WITN ALI� =; �f;: � t N E �
<br /> ►`�OO� LOAD NATiONAL, STATE AND LOCAL SAFETY O�DINANC�S. ANY D�VIATION MUST BE � " `'
<br /> APPROVED P�IOf� TC� ���CTION. � ��/3?" c�x o�� Fac� i o� L 3�� oic i o� �� i 2° o�c '/�" � �.a. �� 2�° oic wi �X �-rP� �.� �° oic wi 3X �orroM ,
<br /> D�AD LOAD: I 5 P5T B 51LL PLATE PLATE '
<br /> FLAT �00� SNOW i_OAD: 25p5f 3, ALL ERECTION Pf�OC�DURES SNALL CC�N�Of�M TO 05NA STANDAf�DS. ANY
<br /> SNOW FXPOSU�E FACTO� (Ce): I . I DEVIATION MUST 8E APPf�OVED BY OSNA P�10� TO EI�ECTION. �
<br /> SNO�N LOAD IMPOKTANCE FACTOf� (Is}: I .O SH EAR WALL N OTES � � •
<br /> T�IERMAL FACTOR (Ct): I . I 4. ThE CONTRACTOR SI-1ALL BE 50LELY K�SPONSIBL� FOR ALL CONSTf�UCTION 1 . ALL STUDS, BLOCKING, TOP AND BOTTOM PLATES SHALL BE HEM-FIR N0. 2 UNLESS NOTED � -
<br /> OTHERWISE ON PLANS. ALL SHEATHING EDGES MUST BE BACKED WITH 2x OR WIDER FRAMING -I�-, �
<br /> PROCEDUl�ES INCLUDING LAGGING, SN�fZING AND PROTECTION O� ADJACENT �
<br /> WIND DES(GN DATA PROPERTY, STRUCTUf�ES> �TREETS AND UTILITIES IN ACCORDANCE WITN ALL (SEE NOTE #3�. � N
<br /> I . BA51C WIND SPEED: I I O MPN NRTIONAL, STATE AND LOCAL SAFETY ORDINANC�S. v � '
<br /> 2. �NIND IMPO�TANCE FACTOf� (Iw): I .O G 2. SHEATHING MAY BE INSTALLED EITHER HORIZONTALLY OR VERTfCALLY. ALL SHEARWALL � �!
<br /> BUILDING CATEGO�Y: II 5. TNE CONTI�ACTOR SNALL BE f�ESPONSIBLE �Of� COO�DINATING TNE WORK E SHEATHING MUST EXTEND TO THE OUTISDE EDGE OF ALL HOLDOWN POSTS AND CORNERS, AND � �n .
<br /> 3. U11ND EXPOSUr�E: B OF ALL TRADES AND SNALL Ct1ECK ALL DIMENSIONS. ALL DISC�EPANCIES H � TO THE INSlDE EDGE OF FRAMING AROUND OPENINGS. � W ` � �
<br /> 4. Kzt = I .37 . . ;, .. . . . . . .. �.. � .. ... . � O .. O '
<br /> SNALL BE CALLED TO TNE ATTENTION �� TNE ENGIN�E� AND BE (�ESOLVED . �� � � • ,. � �� � ' : � . � � � . � � . ��� � .� � : �
<br /> r BEFOR� Pf�OCEEDWG WITt1 Tf1E WOf�K. �.. ; . ,.: �, : ;4"..�� ,, �. � `� . � . � .��� .� . '. ,,;.a ,� �. � :�, �� 3. WHERE SHEATHING NAILING IS SHEARWALL #3 AND GREATER ALL FRAMING MEMBERS � � � �
<br /> �. INTERNAL PRESSUr�E COcFFiC1ENT: NA � � ° �� , , � , :,. ,' .. .,.�,:��", � ,:' ... ':. �. :� :�� � �� � j ..�,:. �;:'.a�.,.,.:�, ' RECEIVING EDGE NAI�ING FROM ABUTTING PANELS SHALL NOT BE LESS THAN A SINGLE 3--INCH � �/ � -u
<br /> �. APPLICA81 F WIND PRESSU�E FOR ' � �..' . ; , . � . , a, . , . ., . . .: ..� �� ���': . . ...: .,, . . . . .4 . � .
<br /> COMPONENTS AND CI ADDING: NA �� � �:4:� ��,� : .� ���� '�� � � �' °, . ' �_�` ' � ..��. � :�.� .�, �,. . �: .�.� � '�� NOMINAL MEMBER. ADDITIONALLY, WHERE SHEARWALLS ARE SHEATHED ON BOTH FACES, ALL � � "
<br /> �. SNOP Df�AWINGS FOR PREFABf�ICATED T(�U��ES AND MANUFACTUf�ED � � ''� ' � ' �'� �d� • • . : � - � Q �
<br /> ��� °��� � �� ' � ' �� � �� � � '� � ��� � � � ��°' � �� '� STUDS AND PLATES RECEIVING EDGE NAILING FROM BOTH FACES MUST BE A SINGLE 3-INCH -- U �
<br /> FLOOR JOISTS SNALL BE SUBMITT�D TO Tt1E ENGIN�Ef� �OR E�EVIEW PRIOf� TO , '��. ' : � �. . % :.,'� �� ' �� - v° '� �� � �a..`:� ' �� �''� ' '' '..' �, .' ..,'. .� y;:�:�:.��:,, ;° � � �.'��4 '�... � � c� �
<br /> SESIMIC DESIGN DATA • � � �' � �'�� �` �� � � '� � � � �°� ��� � � �� � ' � ��� NOMINAL MEMBER OR PANEL JOINTS MUST BE STAGGERED. IN EACH OF THESE CASES 3x � � � �
<br /> �Ae��caTioN. 4 .. . . y . � � : �, � . . ��. .. .� �.• . -�
<br /> I . ScISMIC IMPO�TANCE FACTO�: I .O A DOUBLE TOP PLATE W EDGE LING STUDS ARE REQUIRED UNLESS SPECiFICALLY NOTED OTHERWISE ON THE PLANS BY T�-IE � � � cv �
<br /> SEISMIC USE GROUP: I 7. Df�AWINGS INDICATE GENE�AL AND TYPICAL DETAILS OF CONSTRUCTI�N. O � NAI 0 HOLDOWN PER SCHEDULE ENGINEER. FOR SHEARWALLS #3 AND #4, A 2x SILL PLATE MAY BE USED IF TWO TIMES THE � � � O � .
<br /> (STAGGER) AND PLAN {HDQ8-SDS3 NUMBER OF ANCHOR BOLTS REQUIRED BY THE SHEARWALL SCHEDULE ARE USED AND ARE O � 4� �
<br /> 2. SPECT�AL RFSPONSE ACCELEfZATION (5s}: I 23.7% G WNE�E CONDITIONS ARE NOT SPECIFICALLY fNDiCATED BUT ARE OF SIMILAR Og SHEARWALL ED�E NAILING AT ALL PANEL SHOWN EVENLY SPACED (SEE 2003 IBC SECTION 2305.3.10). � m "-' m �
<br /> 3. SITE CLASS: D (A55UMED) Ct1ARACTEf� TO DETAILS SNOWN, SIMI�A� DETAI�S O� CONST�UCTION SHAL� EDGES. BLOCKING AT ALL PANEL EDGES H COORDINATE ALL STUD S-- '
<br /> 4. SP�CTRAI f�ESPONSF COEF�ICIENTS (SD5): 83.3%G 8� USED SUBJ�CT TO f�EVIEW PY TNE ENGWEEf�. WHERE APPLICABLE. � 4. SHEARWALL NAILING CRITERIA IS BASED ON TABLE 2306.4.1 OF THE INTERNATIONAL � � � '
<br /> 5. SFISMIC DE51GN CATEGOKY: U AND PLATE SIZES w/ cv
<br /> �. BA51C SEISMIGFORCE-RESISTING SYSTEM: Sf-1EAf��NALLS 8, ALL DETAILS DESIGNATED A5 STANDA�D Of� TYPICAL SNALL OCCUf� IN O EDGE NAILING TO HOLDOWN POST (FULL SHEARWALL SCHEDULE BUILDING CODE (FOR CDX) OR REPORT NER-124 {FOR OSB). VALUES ARE BASED ON HEM-FIR v �
<br /> 7. DESIGN 3ASE SNEAR: SE� CALCULATIONS ADDITION TO ANY �TNER SPECIFIC DETAIL CALLED OUT. HEIGHT� STAGGER INTO DOUBLE STUDS REQUIREMENTS N0. 2 FRAMING WITH COMMON NAILS. � �
<br /> 8. SEISMIC �c5PON5E COE�F(CIENT (Cs): 0.090 �O STUDS Q 16" ON CENTER (�J EDGE NAILING TO POSTS, 5. HOLDOWNS AND OTHER CONNECTIONS MAY BE REQUJ�ED AT THE ENDS OF MANY � 0
<br /> 9. ��SPONS� MODIFlCATION �ACTOf� (I�): 6.5 (�h/OOD 9. COO�DrNaTL wf�N M�Cr-�AN�Ca�, ��u�elNG, R�`�D ���CTRICAL D�WINGS �E PRESSURE TREATED SI�� PLATE WITH TRtM STUDS, aND KING SHEARWALLS. SIZES AND LOCATIONS OF THESE CONNECTORS ARE INDICATED ON THE PLANS. �
<br /> S�icA�WALLS, �=2.0 (LOWWEf� L�VEL N-5 WALLS)) FOR SIZ� AND LOCATI�N OF ALL Of ENINGS (�EQUIf�ED FOf� DUCTS, PiPES> PIPE EDGE NAILING AND ANCHOR BOLTS PER STUDS C�
<br /> I O. ANALYSIS PROCEDURE US�D: EQUIVALENT LATERAL SI�E�V�S� EI�EGTRICAL C�NDUITS, AND OTt1E� ITFMS TO BE EMBEDDED IN REFER TO THE APPROPRIATE DETAILS AND/OR HOLDOWN SCHEDULE FOR ADDITIONAL
<br /> FORCE PROCEDURE CONCRET� OR OTNERWISE INCORPORAT�D IN STI�UCTU�AL WORK. SHEARWALL SCHEDULE. OK BEARING STUD FOR WFORMATION REGARDING ANCHOR BOLTS, EMBEDMENT LENGTH, ETC. WHERE (2) 2x's ARE USE'� '
<br /> OO TOP PLATE SPLICE NAILING TO BE (8) 16d HEADER AS A HOLDOWN POST, SHEARWALL EDGE NAILING MUST BE STAGGERED INTO EACH MEMBER OF O
<br /> �I�AMING LUMBEf� i O. PR�VIDE �PENINGS AND SUPPORTS, AS REQUIRED PEI� STANDARD SINKERS �MIN�. LAP 48" MINIMUM. THE POST. � "
<br /> DETAILS FOf� NEATERS, MECNANICAL EQUIPMENT, VENTS, DUCTS, PIPING> ETC. CENTER SPLICE ON STUD. � �
<br /> I . �RAMING LUMi3cR ShAI L BE NEM-�IR NO. 2. GfZADE� x
<br /> ARE TYPICAL UNLE55 OTNFf�W►S� NOTED ON PLANS. ALL SUSPENDED MECf1ANICAL EQUIPMENT SNALL BE SWAY OR LATE�ALLY 6. ANCHOR BOLTS MUST B� EMBEDDED A MIf�iMUM OF 7" INTO C�NCRETE OR GROUTED CMU,
<br /> I_UMBE� TO 8� G�AD� MARK�D P�R WCLIB B�CE�� S TD . S H E A R WA �� E�E �A TI 0 N W 0 R I M ANo SHALL BE PLACED TO PROVIDE A MINIMUM OF 2" COVER. PROVIDE 3" COVER FOR � ,
<br /> SPECI�ICATIONS. SHEARWALL PER 1 SCALE: "=1 '-0" CONCRETE CAST AGAINST SOIL. C° I I I I `
<br /> Y2
<br /> PLAN
<br /> 2. ST�UCTU�AL St1EATNING SNAI L E3F APA RATED PT 2x SILL PLATE w� STf�O N G-BC� LT 2 N C� LDOWN 5C 1� En U LE �• ALL MACHINE BOLTS SHALL BE ASTM A307 OR BETTER. HILTf KWIK BOLTS/SIMPSON TITEN Q
<br /> P�.��NOOD, EXPOSURF I SNEATNING CONFORMING TO SLAB PER PLAN 5/s" � ANCHOR BOLTS Q � ND BOLTS OF THE SAME DIAMETER AS SHOWN IN THE SHEARWALL SCHEDULE MAY BE o
<br /> EITt1E� COMMcKCIAL STANDAI�DS P5 I -83, APA Pf�P- I 08� „ �Of� INSTALLATIONS INTO EXISTING GC�NCRETE SUBSTITUTED FOR ANCHOR BOLTS INTO EXISTING CONCRETE. BOLTS SHALL BE EMBEDDED A , I I I �
<br /> 48 o/c OR PER o
<br /> O� VOI UNTA�Y P20DUCT STANDAf�D PSE-92. P�OVIDE A SHEARWALL CHEDULE EMB�DMENT MIN. EDGE MINIMUM OF 5" INTO EXISTING CONCRETE. z
<br /> MINIMUM OF 3/a" EDGE DISTANCE ON ALL NAILS AND%" b X . . � .x � . x . X . X. . MODEL ANCNOf� BOLT �ASTENEI�S TO P�ST LENGTN DISTANCE ��
<br /> . , � , p
<br /> EXPANSION JOINT BET!N�EN ALL PANEL EDGES. MINIMUM �'
<br /> • " ° ,' a• • Q, a .• .• �. �•� CJ. ALL NAILS AND CONNECTORS IN CONTACT WITH PRESSURE TREATED WOOD (EXCEPT FOR ,. <: �
<br /> SN�ATNlNG f�EQUIR�MENTS ARE AS FOLLOWS: PER PLAN� 8" MIN. . , : . . a�•°' 11DU5-5D52.5 8�� � STKo�i�-Bo�T ? (i�+)%,° X 2 z" sa5 Sc�ewS 5 �° i 3/��� BORITE TREATED WOOD) MUST BE HOT DIPPED GALVANIZED OR STAINLESS STEEL TO RESIST '
<br /> �200� 5i-1FATNING TO BE '�/3�" INT-Af A f�.AT�D j - ��; �� '� ' � CORROSION.
<br /> PLYW�OD O� �/6" 056 WITt1 EXTE�10[� GLUE, P.I. �
<br /> 24/O. NAIL WITN Bd NAILS AT 6" ON CENTEf� AT 3" CLR � HOLDOWN NOTES 9. WHERE 10d NAILS ARE SPACED AT 3" ON CENTER OR LESS, NAILS MUST BE STAGGERED. �
<br /> PANFL EDGES AND I 2" ON CENTEf� AT INTEf�MEDIATE --� PER PLAN 1 . SIMPSON STRONG-BOLT 2 SHALL CONFORM TO TYPE 316, STAINLESS STEEL.. U �
<br /> MEMaE�S. 10. OSB OF EQUAL OR GREATER THICKNESS MAY BE SUBSTITUTED FOR CDX SPECIFIED �{N � j O
<br /> 5UB FLOO�ING TO BE 3/�° TONGUE AND G�OOVE C-D 2 B E A R I N G WA �L TH I C K E N E D S LA B 2. MINIMUM CONCRETE COMPRESSIVE STRENGTH f'c = 2500 PSi. MINIMUM FOOTING SHEARWALL SCHEDULE. � Q (v ,
<br /> INT-APA �ATGD PLYWOOD OR OSB WITN �XTERIOF� T H I C K N E S S I S 8 . U �
<br /> G�UE, P.I. 48/24. GLU� AND NAIL WITf1 I Od NAI�S HOLDOWN POST. SEE FOR DOUBLE SIDED � � .
<br /> AT 6" ON CcNTEf� AT PANEL EDGES AND I 2" ON NAIL ROOF SHEATHING TO 3. ALL HOLDOWNS REQUIRE A (2) 2x POST UNLESS NOTED OTHERWISE. WHERE I1J
<br /> HOLDOWNS ARE INSTALLED INTO THE WIDE FAeE OF THE STUD, STUDS MUST BE HO�DOWN SCHEDULE OR LENGTH OF� SHEARWALLS, THE SHEATHING W � Q
<br /> CENTER AT INTEf�MEDIATF MEMBEf�S. TOP CHORD w/ 8d � 6" 0 C STITCH NAILED TOGETHER w 16d SINKERS STAGGERED C� 4" o c. PLAN FOR MINIMUM SHEARWALL ON EACH FACE MUST EXTEND '
<br /> � � REQUIREMENTS CONTINUOUS BETWEEN � U �
<br /> 3. NAILING SNALL CONFO(�M TO TABLE 2304.9. I OF ThE 4. MINIMUM EDGE DISTANCE IS FOR FORMED CONCRETE EXPOSED TO WEATHER OR HOLDOWN POSTS AS SHOWN. � � � �
<br /> INTEf�NATIONAL BUII D(NG COD� UNLESS NOTED 2x FLAT � GABLE » � �
<br /> OTi1ERWISE. USc COMMON NAfLS TF1(�OUGi-10UT UNLESS SHEATHING TO MATCH SOIL. FOR CONCRETE CAST AGAINST SOIL PROVIDE 3 CLEAR TO ANCH�R BOLT. � �--
<br /> NOT�D OT�1�f�W15E. IF SHEATHING IS NOT ,�SHEARWALL. NAIL T0 0 1S� I.�..1
<br /> BROKEN ON TOP PLATE, GABLE PER SCHEDULE. 5. NAILS/SCREWS TO HOLDOWN POST SHALL BE PER MANUFACTURER'S # OPENING PER PLAN # � N �
<br /> 4. NO STRUCTURAL MEMBE� SNALL BE CUT Of� NOTCNED �S� A35 � �2" O/C SPEC1Fti�,AT10NS. LOCAT�Dv OF � � .
<br /> UNLE55 SPcCIFICALLY DETAILED OR APP�OVED IN Wf�ITING BREAK SHEATHING ON HOLDOWN TO BE STHD14RJ � C'� �
<br /> BY Tt1E STRUCTUf�AL ENGINEE�. TOP PLATE ONLY s. WHEN FIELD CONDITION BECOME LESS THAN MINIMUM SHOWN, CONTACT ENGINEER INSTALLED � �.L.J ,
<br /> LATERAL BRACING IS PRIOR TO PROCEEDING. � Y
<br /> �
<br /> 5. �f�OVIDE PKOPEf�I Y SIZED WASk1E�5 UNDE{� I-1EAD5 AND SHEARWALL PER PLAN REQUIRED AT ALL GABLE TYPE OF HO�DOWN TO BE INSTALLED �
<br /> NUTS OF A�� BOI�TS AND �AG SCREWS B�ARING ON 7. ALL HOLDOWN BOLTS MUST BE RE-TIGHTENED JUST PRIOR TO ENCLOSING SECOND
<br /> END TRUSSES AND IS TO SIDE OF WALL. SHEARWALL DESIGNATION - SEE ��',~� f F
<br /> WOOD. BE DETAILED BY TRUSS SHEARWALL SCHEDULE FOR FRAMING, 3� � �� ��'�� n
<br /> MANUFACTURER NAILING AND ANCHORAGE
<br /> 6. P�OVIDE 3"x3"x0.229" WA5f1Ef�5 AT ALI ANCNOK
<br /> �o�Ts. LATER AL M AR K I N G LEGEf�I D REQu►REMEN-rs
<br /> 13:�3r:a.S 1 i
<br /> 7. BOLT i-10LE5 SNALI gE NOMiNAL DIAMETEf� OF BOLT G A B LE E N D /S H E A R WA LL C 0 N N E C TI 0 N �����.�����,��t � -
<br /> � �� , r',},5�w �e �tl��x*y... �r...u.,;,.�<..
<br /> PLUS/6 UNLc55 NOTED OTt1�RW15E. LAG BOLT PILOT 3 �;, � ,� �,-� ,� � r1
<br /> �.�`�� � ,���r:,� �
<br /> I�10L�5 St1ALL P�E F'fZE-DfZILLED TO 60°Io C�F Tf1E NOMINAL r�'� �`` `' � �� ��� ,� '
<br /> BREAK SHEATHING ON PLATE AS POST PER �� ''�-� ��� ^���'� �`��''�°�""
<br /> DIAMETER OF TNE L?�G BOLT UNL�SS NOTED OTNE�WISE. BREAK SHEATHING ON PLATE AS SHOWN. SEE NOTE FOR ALTERNATE. HOLDOWN PER PLAN �� ��'4��"'� � `�� �"-
<br /> SHOWN. SEE NOTE FOR ALTERNATE PLAN�SCHEDULE "� � �i 3,,� �! �'�
<br /> HDQ8 SHOWN � � '
<br /> 8. ALL 51I L PI ATES 5f1ALL BE BOLTED TO TNE FOUNDATION sHEARwA�� PER PLAN DIAPHRAGM EDGE NAILING INTO RIM �2-2X MIN) � � . �� �� �"� fk '-1"'� d ��a
<br /> SHEARWALL PER PLAN NOTE: THE LTP4 AND THE » �����, ,� 3�?�3 �� ,��
<br /> WITN '/8" MINIMUM DIAMFTEf� BOL�S SPACED AT A WHERE SPECIFIED � (WHERE SPECIFIED) JOIST (10d Q 6 o/c MIN) � �-�� ��-�"t � t�:'" ,� � �
<br /> �S„ I ,I ,� ��C�' �
<br /> � ) DIAPHRAGM EDGE NAILING INTO 3x BOTTOM PLATE MAY SHEARWALL EDGE NAILING 16d NAII.. EACH BLOCK (USE SDSY�"x4Y2" ��s,''�j : � �����'`� '
<br /> MAXIMUM OF 4g" ON CENTEfZ. E�OLTS MUST I3E SHEARWALL EDGE NAILING RIM JOIST (10d � 6" o/c MIN) BE ELIMINATED FOR THE � SIMPSON STRONG-BOLT 2
<br /> cMBEDDED A MINIMUM O� 7'� INTO CONCf��TE OI� (WHERE APPLICABLE SHEAR CONNECTION FOR (WHERE APPLICABLE) SCREW FOR 3x BOTTOM PLATES �` �r�����. :�=`��'
<br /> � 16d NAIL EACH JOIST > 2 BAYS OF JOIST BLOCKING �
<br /> MASON2Y. SEE PLANS AND DETAILS FOR SPECl�IC LTP4 FROM BOTTOM PLATE TO {USE SDSYa."x4Y2" SCREW THEASHEATH NG FROMFTHE LTP4 FRO 0 R�MT�OISTLPER 48" o/c w PER HOLDOWN SCHEDULE
<br /> / (3)10d NAILS INTO
<br /> ��QUI�EMCNTS WNE(�E APPLICABL�. RIM JOIST PER SCHEDULE (AT FOR 3x BOTTOM PLATES) SHEARWALL IS BROKEN SCHEDULE (AT SHEARWALL EACH BLOCK
<br /> SHEARWALL ONLY) ONLY AT THE CENTER OF oN�Y) RESSURE TREATED SILL PLATE Drawn By: CNRIS `
<br /> THE RIMJOIST AND NAILED LPT4 FROM RIM JOIS7 TO oe PER SHEARWALL SCHEDULE. Checked By: CN{�IS
<br /> 9. (�IM JOIST IS TO BE I%�° LSL MINIMUM. LPT4 FROM RIM JOIST TO TO THE RIMJOIST W/ (2) TOP PLATE PER SCHEDULE Date:08-22- I 7
<br /> TOP PLATE PER SCHEDULE ROWS OF PANEL EDGE '
<br /> I O. P�UVIDE DOUBLE J015T UNDE� ALL PARALLEL (AT SHEARWALL ONLY) NAILING. (AT SHEARWALL ONLY) . , ,
<br /> � Q�� � �° � `4 .4 a . a FOUNDATION PER °
<br /> PAfZTITION W�I L5 AND SOLID BL�CKING UNDE� SHEARWALL EDGE NAILING -�� SHEARWALL EDGE NAILING FLOOR FRAMING PER P�aN EMBEDMENT . � a . � , . �a. . '
<br /> PERPENDICULAf� PARTITION WALLS. (WHERE APPUCAB�E) JOIST PER PLAN (1-JOIST (WNERE APPLiCABLE) (I-JOIST SHOWN, so�►� sAwN LENGTH � � � � .' PLAN. SDA JOB NO.
<br /> _ SHOWN, SOLID SAWN SIMILAR} __ _ __ _ _ � � ' _ _ _ __ .
<br /> SHEARWALL PER PLAN--___�__� 1Y4" RIM JOIST (MINIMUM)
<br /> SHEARWALL PER PLAN�.� SIMILAR) ' • a , a;°' :• 4a .,,, a , .•. .-_._ _ ___ _ _ _ _ _.___. _ _ � I I I .
<br /> I I . CONTACT Th15 O��ICC P�IOf� TO MAKING ANY (WHERE SPECIFIED) (WHERE SPECiFIED) 1Y4" RIM JOIST (MINIMUM) � ' � • � •a � .
<br /> Cf1ANG�5 TO THESC DETAILS. (2)16d NAILS EACH JOIST . <.a • �
<br /> TO TOP PLATE A34 FROM BLOCKING TO TOP PLATE ' •� v 5Tl�UCTUf�AL
<br /> . . .. a� .
<br /> N�TE� /
<br /> . A JOIST PERPENDICULAR � JOIST PARALLEL ,
<br /> D ETAI L�
<br /> ��OOR JOIST SHEARWAL� CONNECTION HOLDOWN I �ISTALLATION INTO EXISTING �OU (� DATION -
<br /> 4 � � � . � � .
<br />
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