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��E PRO�EC`i� NC)TES FOR MRTEftIALS TRUSS SLt�C1�1�3G RQC�� SHEATHfNG � GABLE TRUS� ----"'-'"" STtJI� WALL
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<br /> TRUS� , --"'"-�---"` 2X4 B�t�CK W/A34 A7'EACH ENp AND ' . . GAB�E TRUSS BC}TTC?M CORD . EXTERIC}R 51�71NG--- - _ ---__� �
<br /> 4'x8"x7116" OSB NAIL 1'O INTERMEDIATE FRAMING �`` ""-�-r TC�E NAlL �'�d CQMM NAI�S THRU RC}C}F SHEATHING END WALL = `"� ,�
<br /> W1TH FOIL BACKING MEMBERS - REFERERlCE NAILING TRUSS NAfL SHEATHING PER � 5/8"THICK TYPE X GYPSUM ---
<br /> SCNEC�U�ElA2 � �������� �� 2X4 BFtACE A�6"{�C ATTAGH WITH (6) 16d NAILING �CNEDULE � FA�TENEQ TC) �TUD WALL ���``--
<br /> SHINGL�S ' ' Q TC7P P�ATE CC)MMQN FACE NAILS AT BLOCK ARlD AT � �, P�ft FIREWALL NOTE�
<br /> DIAPNRAGM ROc�F SN�ATHING. 3 NAI�S EACH 51DE t�IA1L� BOT, Cf-lURC� TO 5/8" TNIGK TYPE X GYPSUM -
<br /> � BOUNDARY ��• a E UPPER TC7P PLATE FROM 16d @ 12" (J.C.
<br /> - ' Y . . . TRUSS � BELOW WI 16d NAILS a�} 9" SHEATHING FASTENED T(� STUD :
<br /> _ . . . . TRIM 4.C. BEFORE SETTING C}N WALL PER FIREWALL NOTES
<br /> _ • � • ,- � RTTACN END WALL TRUSS TO TQP PLATE WITH WAL� FAST�N SI�ING TO STUDS -
<br /> . . . . �', NAILS PER SHEAR WALL SCHEDULE. HEAC7�R ASSY PER SHEAR WALL �_---_�� .
<br /> 5lMP50N N�,SA P�ATE C7N
<br /> �``��----Bt�TT(�M EDGE C?F TC�P NA(LING SCHEDULE
<br /> PAftilEL EdGE IS NQT INSIDE AT EACH TRUSS 2X4 FULL LEt�GTN OF BUIL.DI[�1G c�,�` 6' OC SHEATHING PANEL � �
<br /> ; BC)TH ENa 1NAL�S. ATTACH TQ TRUSS NAIL TC� PLATE 2 � ° }CING STUDS (2}
<br /> ED B B�{�CKIN -
<br /> __._.�--,� �C3[.E P�ATE ----� ��- �v
<br /> UN�ESS Nt7TED ; Bt�'['T�}M CNdRa WITH 2-16d NAILS. �'`� 16d (t� 12" Q.C.
<br /> DRIP �bGE WAL�TC}P PLATES NAIL ALSC�AT ENQ WAL�TE�USS. FASTEN END TRUSS- \ � STAG�ERED ���`' 4 NC?TES F�pR 1-HR F[t�E-WALL PER GA F1LE NO.WP 8105:
<br /> P�ATE ASSEMBLY Tt} \ ' WOC?C? STUD C(aNSTRUCTiQN
<br /> MATCH DIAGQNAL BRACE LOCATION, L{7WER TOP PLATE W1 ��` TRIMMEF2 �TUQ-''
<br /> ; H1Q ANCHOR AT ERCH 2X4 BRACE 2 - 16d c� 16"fl.C. � -ON THE ENSlQE EXTERIdR: 518"TYPE X GYPSUM SHEATHING APPLIED PARRA�C.E� TO STUC}S
<br /> REFERENCE NAILING RAFTERS ANDI S([�fNG SfDING TRIMMER STUL}S AND NAIL�C}WlTN 1 3/4" GALVANIZ�D RQQFING NAILS 4" �.C.AT VERTICAL
<br /> SCHEC?U�ElA2 C�R TRUSSES TNlS DETAIL IS PRtJVIDED IN L.IEU OF A F21G[d CEILING SYSTEM �� � 12lf � �
<br /> STUDS WALL STUa� ! JQINTS AND 7"Q.C.AT INTEFZME�IATE STUDS At�D Tt�P AND BOTTOM PLATES.
<br /> � TRIMMER STUD ���� �T�a� ' iNTER10R; 5/$" TYPE X GYP�UM WAC.I.BOARD APPLIED VERTECALLY t7R
<br /> � N �N D WA�� B RA�E a n d SECTI(�N pNG ��7 p� AND FA�TEI�ED TU�TUDS WiTH 6d COAT�D NAILS 1 718"
<br /> 2.5A RANCH TRUSS ATTACN�ENT TRIJ�� BC�TT�}M CN�RC? gRA�E TRIPLE �E�DER DETAIL AT � {�
<br /> ��� RC��FI�1G SH�ATHIN� NAILI�� DTL , ��7 pETAIL ��TN Bt�TT�M �NC�RD � 9 ENC�WA�� A�SE�BLY DETAIL 1Q �ARA�E Dt��R � � � -NR F1RE-�ALL C�ETA[L
<br /> � NOT TO SCA�� � �
<br /> - �..... �
<br /> _ _ ��
<br /> '""' --- TGP PLATES "-- TC�P P�ATES
<br /> _ CRIPPLES (AS REQ.} CR(PP�ES {!F REQ.)
<br /> SPACER {lF REQ.} `-- SPACER {IF REQ.) �
<br /> -- DOUB�ED FiEADER �QUBLED HEADER
<br /> � H �
<br /> STUQ STUD � C� W o
<br /> �---- TRiMMER DOUBLE TRIMMERS � � � � �
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<br /> SC�LE PLATE iA�.--''-- SO�E PLATE �,.,, W � � .�
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<br /> FOR OPENINGS UP FOR 4PENINGS �'-0"
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<br /> � � � � � �
<br /> TO 5-11 1/2 UN��SS AND W1DER UNLESS
<br /> OTH�RWISE NC}TED OTHERWE�E NC>TED
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<br /> � � � �
<br /> NAIL.IN�: t� W
<br /> � � g
<br /> N�ADER TC33 STtJD-4-8d TC}ENA1L OR 4-'16d ENL� NRIL
<br /> ' L��UBLED HEADER- 16d @ 16" STAGGERED FACE NA1L �
<br /> REFERENCE TABLE 602.3 �.
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<br /> � N�AQER D�TAIL �' .
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<br /> NOT Tt� SCALE �
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<br /> 2X �OLIC} B�t�CKING BETW�EN TRUSSES 11�.1 `' � � � �] (� CA
<br /> " _ _ C� G� F�
<br /> _
<br /> __ _.....
<br /> wv� W �t' ,� J � �
<br /> UNN�AT�D GARAGE SPACE END RAFT�R - — __�` 2 W � � � � 1-� � .
<br /> ANCNC?R BOLT& �`-�� t- � E-� CI ffi m C} 1-
<br /> RO�F SN�ATHING --
<br /> P.T. SILL PLATE �`-� � � �
<br /> P�R NOTES BELC7W �� � �
<br /> . ATTACN 7116" (JSB SHEATNING WITH F{�IL �� �Q���N�QU� � � T � � �
<br /> TOP STRUCTURAL TRl1SS ,,..--�
<br /> BACKING TC)TFtUSSES PEFt RIAILING �CNEDULE. � �-
<br /> � �� �� p 1J2'" EXPANSION JOINT � � � � �'
<br /> REFERENCE TABLE 2304.9.1. � a: �� -- � � « �
<br /> ta >- FIN[SH � i �----''J �y W � � ,' z
<br /> n- CONCRETE F�OUR W�—"-- �,C i = > � � w �
<br /> � �,�� G R A f�� T J� 2x� �.ADDER FRAME " � '
<br /> t � � „ _ �u
<br /> 12 __ � . � _ � �� � � � � z �
<br /> - x _.� _
<br /> =rrz __�z--...._ � - ,. i� . _� STANDARD GABLE - _____-�� ,,,_ �; � � � o ° �
<br /> � � co1- � � � U = �
<br /> c�~�� � � � r� . � ���1� � � ►--- � � _ .
<br /> '�/���\�/ 6 �. /\�/\�/,` TC7P PLATE �� � �
<br /> _ �����,.�'�� � a j���� SLRB REI�fF�RCEMENT � `� ��
<br /> � � PER NC?TES BELOW `�
<br /> � � c� a �_
<br /> . NA[�SNEATHIN� TC)WALL STUD � fi .� ° .: � � W
<br /> c� �
<br /> TRiJSSES c� 24" O.C. . � � #4 VERTICAL � � �
<br /> PER SMEAR WALL S�NEDULE �_
<br /> «
<br /> �� �,,�f���;�
<br /> @ 48 C�.C. WAL� STUD _- � °�
<br /> �' ��} *�-#4 CONTINUOUS •
<br /> �'-°" SECTICUN AT RID�E Drawr� B S,1
<br /> � _ �- -� — �oTTOM Y�
<br /> SNEAR TRANSFER E�OTES. � �' M��� Date: 1J12/17
<br /> 1. REFERENCE SHEAR WALL SCHEDU�E FOR LRY C}UTRIGGERS FLAT AND "LET" INTC3 TQP CheCkeCl B
<br /> NAILIN�A�lD HOLDt�WN REQUIREMENT�. � CHORD C}F ENDWALL (GAB[.E) TF�USS Tt� -� "� Y•
<br /> 2. REFER�RICE F2C70FING SCN�DULE FC�R
<br /> MATERIA�AND NAILING REQllIR�M�NTS. � CEILING AND WALLS SHALL SUPPQRT OVERNANG, AT 4'-C}" C}.C. BlJTT NAI� d����
<br /> � BE LEFT Ut�FINIS�iED CONTINl1C7US FOOT�NG NOTES TO FIRST STRUGTUftAL TRUSS. ReVIS�C�:
<br /> 1. TC)P t�F SLAB TC?BE 6°MIN.ABC7VE GRADE. SLAB REINF�7RCEMENT SHAL�.
<br /> 2X4 STUDS t� 16" O.C. BE WWF 6?C6 W10xW1{}PEF2 ASTM A185. �QCATE AT MID-DEPTH OF SLAB. STRl.1CTl1RA�.TRIJSS -- R�'V15E,'(�:
<br /> -OR-
<br /> ' SLAB REINFC}R�EMENT SHA��BE FIBERMESN 150 C?R BLENDED TI�I2:
<br /> NA1L SHEATHiNG TU SOLE PLATE PER SHEAR WA�L FI�ERMESH�5�. FIBERMESH SHOU�D BE bISPERSED UNIFORN��Y 2X4 �ADaER FRRME
<br /> SC�-IEDIJLE EDGE NA[�INC"a THRC}UGH CC}NCRETE WI MIN. 1 P�IJN[�PER CUBIG YAFtD QF CC}NCRETE. a
<br /> 2. ALl�FO{JTING F�RN1S SHALL BE INSPECTED FOR SIZE AND RElNFC?RCING SECTIONS
<br /> ��FOR�Pc�u��NG coNCRET�. STANDARD GABLE - _
<br /> 4" CC�C�CRETE SLA� 3. FC?C7TINGS SHALL BEAfZ 4N UNQISTURBECJ NATURAL,CONIPETENT ' DETRILS
<br /> SQlL,OR PROPERLY CQMPACTEC3 Sl'RUCTURAL FILL. ALLC7WA�LE�C�IL
<br /> BEARING PRESSURE IS 1500 PSF AT 12"BELUW�R�1DE. B�{�CKING s
<br /> . � • - " �- • ' . . , � . ':. ,-..�: .'" � ; '� ., . , � . -•�, 4. CC}NCRETE: h�iINIMUtvI 28�,'-�Y CO�VIPRESSIVE STRENGTH,fc=2500 PSI.
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<br /> . a �• . . _.� �.. .: ..- , . �. �.,p
<br /> . ,' c a , . •. ', • . ' . . . .. �- , � ' ° . Q � �{ • , .'. ..` `• ' 5. R�INFC}ftClNC'.7 STEEL:A615� GF2ADE 4D OR GFtADE 60. ALI�ftE1NFC�RGIRlG . ,
<br /> �C�le' Nt�NE
<br /> � STEE�SNC}WN TQ Sc CC?NTINUOUS MAY BE LAPPED A MIrI[MUM QF 38 BAR
<br /> ' � r'�'- .. 6. S�EE�MIC�DES�I�N CATEGORY; D2 S�lE.'G�:
<br /> . A. ATTACM PF�ESSl1RE TR�ATED SO�E PLATE T�TNE Ft7�TING{J�ING
<br /> . �d�-��� 912"DIA X 10° LC}NG'�'Bt}LTS WiTi-1 RIUTS ANI��"?C3"X114"PLATE
<br /> Wf1SHEF�S.
<br /> �a
<br /> ' , B, ANCHC}R BC7LTS SHALL BE EN1BEdD�D AT LEAST 7" WTO TFi�
<br /> .' . � � CC}NCf2�TE AND SHAC.L BE SPACED NOT tvlt}R�TH,�N 6`OC. �'�
<br /> . C. TNERE SHALL BE�MINIMUM C}F 2 BOLTS PER SflLE PLATE PEECE ERtD RAFTEF2
<br /> ` � WITN 1 BOL1`�flCRTEQ NC}T�,riC7RE TNAN 12"NC�R�ESS THAN 7 BC7LT
<br /> dIAh�9�TFRS rROM E11CH END E}F EACI-!PIECE. �jJ�NTI LEV�REC� LADD EF� �
<br /> �HEAR TRA�SF�R D��AIL ��I�LJI��.7 ��l✓T��� ATTACHEACH �NC� OFEACHTRUS�T{�TOPP�A1'�SWITHH2.5AC}REQUIVC�IPS. �F-1 F�UNC�ATION DETAIL p /� ` � u /� �^�. /�
<br /> � 314" = 1`-0" � 3/8° -- 1� 0�� WALL FRAMING TO BE 2X4 HF STlJC7 GF2AC?E @ 16"QC. � 314"= 1'-4"or 1116 scalP I�;C � �T���VI� � V ��1-1ly��.3 ��T/''1)�
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<br /> S�1GP,t � Of �
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