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SHEAR WALL TYPE 2 oAPHR M PER '
<br /> G E N ERAL N OTES. 2x, 0.22x6"SDWS FULLY THREADED SCREWS SCEDUALE 2x, 0.22x6"SDWS FULLY THREADED SCREWS EACH BLOCK
<br /> 1. MIN. FOOTING WIDTH: 15" PANEL TYPE: 15/32 PLYWOOD OR OSB STRUCTURAL PANELS (STRONG-TIE SDWS 22800DBj (STRONGTIE SDWS 22800DB)
<br /> 2. SHEAR ATTACHMENT ALL EXTERIOR WALLS b"O.C. AND WITHIN 12" OF PLATE ENDS UNLESS OTHERWISE SPECIFIED NAIL TYPE: lOd COMM�N NAILS EACH JOIST FOR WIND UPLIFT 1.75"LVL OR '
<br /> 3. ALL STRUCTURAL LUMBER SHALL BE #2 DF OR BETTER UNLESS OTHERWISE SPECIFIED. NAIL SPACING EDGES: 6"O.C. TRUSS BLOCKING
<br /> 4. ROOF SHEATHING SHALL BE 5/8"MIN. PLYWOOD OSB NAIL SPACING FIELD:6" O.C.
<br /> 5. FLOOR SHEATHING SHALL BE 3/4"T8�G PLYWOOD OR OSB UNLESS ARCHITECTURAL PLANS SPECIFY A GREATER NOMINAL TOP AND BOTTOM PLATE THICKNESS IN INCHES:3"
<br /> THICKNESS. NOMINAL STUD THCKNESS IN WCHES AT PANEL EDGES:1.5"
<br /> 6. FLOOR SHEATHING SHALL BE NAILED WITH 8d NAlLS 6" O.C. PANEL FIELD,4" O.C. PANEL EDGES. NOMINAL BIOCKiNG THICKNESS IN INCHES AT PANEL BOUNDERIES:BLOCKING NOT REQtJIRED
<br /> �����_,_�,_a ���,. �� ,; , 7. ROOF SHEATHING: #8 SCREWS 6" O.C. PANEL EDGES, 12" O.C. PANEL FIELD. EXCEPT AS NOTED IN NOTE #8. BOTTOM PLATE NAILING SPACING (TO SUBFLOOR AND RIM JOIST IF APPLICABLEj l bd NAILS IN INCHES:3.5" O.C. 15/32" ROOF SHEATHING '
<br /> r •- • �, • � • y � �-=' "`��`�` �"�"""�'�""' 8. ROOF SHEATHING SHALL BE FASTENED WITH #8 SCREWS 8" O.C. PANEL FIELD, 4"O.C. PANEL EDGES WITHIN 10' OF ROOF FOUNDATION ANCHORAGE IF APPLICABLE: 5/8" DIA. BOLTS WITH 7" EMBEDMENT AND PLATE PLATE WASHERS3.5'O.C. LTP4 FRAMING PLATES, 12"O.C.
<br /> � � �"�` �{ ���' 1 ��' ' '' �' �' � '' ! � �' � � �'� PEAKS. TOP PLATE NAILING SPACING l bd NAILS IN TOWNAIL �FROM RIM JOIST TO TOP PLATE) IN INCHES:3.5"O.C.
<br /> 9. ALL BEAMS, HEADERS, POSTS, COLUMNS, AND STUDS SUPPORTING BEAMS SHALL BE #2 OR BETTER DOUGLAS FIR OR #2 FLOOR TO FLOOR CONECTION PLATES: LTP4 INSTALED OVER SHEATHING NOT REQUIRED FROM BLOCKING TO BEAM ,
<br /> 10. HEXTERIOR EXPOSEDE EAIMS SHALL�B�E#2 DF. DR�AG ST�RUT�AS�PER DETAILI�CMST16 NOT REQU RED LES FROM TOP PLATES TO RIM JOISTS NOT REQUIRED ���S�s Ep�RVSs�s BEARING PLATE REQUIRED
<br /> E N G I N E E R I N G D ETA I �S �2, ALL LO D B R NG AN�D S�HSEAR WAL SESHAL�L BE #2 OR�BETTER DOUGLAS FIR OR #2 HEM-FIR. ���R�O��R��s\N � �Iil /I/
<br /> 13. ALL NEW FOUNDATION ANCHORAGE SHALL BE ANCHORED WITH 5/8" DIA. BOLTS OR APPROVED ANCHORS 6' O.C. ����6Mp.NVFP �� 2x, 1/2"x THROUGH-BOLTS
<br /> AND AT CORNERS. 7" EMBEDMENT MINIMUM. OR SEE BOLT DETAIL
<br /> DRAWN BY: CASH M. CARR 14. CONCRETE SHALL BE 2500 PSI OR HIGHER COMPRESSIVE STRENGTH UNLESS SPECIFIED D ES I G N C R IT E R I A ' D ETA I L 5 b.
<br /> 15. ALL EXTERIOR WALLS SHALL BE NAILED WITH l Od NAILS 12"O.C. FIELD, 6"O.C. PANEL EDGES UNLESS OTHERWISE
<br /> SPECIFIED. -
<br /> DATE: 5/14/2017 16. All-GL TIMBER SHALL BE E=1,800,000 psi, Fb=1800 psif OR BETTER. NAIL TO BEAM AS PER SW Sb I NAIL TO BEAM AS PER SW 5b •
<br /> 17. ALL PARALLEL STRAND TIMBER SHALL BE E=2200,000 psi, Fb=2900 psif OR BETTER. SOIL: 1500 psf
<br /> 18. bxb DF POSTS MAY BE SUBSTITUED FOR 3x, 2x6 DF JACK STUDS OF EQUTAL OR BETTER GRADE. SNOW: 25 pSf LST18 STRAP EACH END OF SW SW Sb AS MODIFYED FOR GREAT-
<br /> PAGE NUMBER: S-� 19. 4x6 DF POSTS MAY BE STBSTIFUTED FOR 2x, 2x6 DF JACK STUDS OF EQUAL OR BETTER GRADE. ' LST24 STRAP EACH END OF SW
<br /> 20. POSTS SHALL BE #1 DF OR BETTER, GL TIMBER, OR PARALLEL STRAND TIMBER UNLESS OTHERWISE SPECIFIED. ROQF LIVE LOAD: 20 psf ' ROOM
<br /> 21. MULTI-PLY MICROLAM BEAMS TO BE LAMINATED AS PER MANUFACTURER'S INSTRUCTIONS (TJ-920, page 29) FLOOR LOADS: 40 psf
<br /> 22. TJ1-110x9.5 JOISTS SHALL USE STRONG-TIE ITS1.81/9.5 OR LOAD EQUIVALENT HANGERS WHERE NOT SUPPORTED BY DECK LOADS: 60 psf HEADER CALLOUT R-F .
<br /> ADDRESS: 2220 Gibson PL, EVERETT FRAMING. FLOOR LIVE LOAD: 40 pSf CONTWUOUS 5.5"x6" GLB (ROSBORO X- � SHEAR WALL TYPE 5b:
<br /> 23. TJI-110x16 JOISTS SHALL USE STRONG-TIE ITS1.81/16 OR LOAD EQUIVALENT HANGERS WHERE NOT SUPPORTED BY DESIGN WIND SPEED, 3-SECOND GUST: 1 10 m h BEAM) HEADER, 28' LENGTH PANEL TYPE: 19/32 PLYWOOD OR OSB STRUCTURAL PANELS
<br /> FRAMING. I� ATTACH TO TOP PLATE BELOW USING NAiL TYPE: lOd COMMON NAILS
<br /> 24. 4x6 AND bxb POSTS SHALL USE PBS46 AND PBS66 STANDOFF POST BASES. WIND EXPOSURE CATAGORY: B STAGERED #lOx3"SCREWS 3"O.C.
<br /> 25. BEARING WALLS SHALL BE BOLTED TO FLOOR SLAB 6' O.C. AND WITHIN ]2"OF WALL ENDS WITH 3/8"x 4" BOLTS, 1" DIA. WIND CALCULATION METHOUD: 2012SBC, ASCE 7-10 NAIL SPACING EDGES:2"O.C. .
<br /> wASHERs oR �AR�ER. WIND SPEED UP FACTOR KZt : 1 .O SUBSTITUETES FOR ONE TOP PLATE OF SWSb, � NAIL SPACING FIELD: 6" O.C.
<br /> � � I NOMINAL TOP AND BOTTOM PLATE THICKNESS IN INCHES:2"
<br /> 26. NON-BEARING INTERIOR WALL SHALL BE POSITNELY ATTACHED TO SLAB. NAIL SHEATHING IN 2"GRID W SW REGION
<br /> 27. ALL ROOF JOISTS SHALL BE FASTENED FOR WIND UPLIFT WITH 2x, 0.22x4"SDWS SCREWS (STRONG-TIE SDWS SEISMIC ANALYSlS PROCEDURE USED: 2012SBC, ASCE 7-1 O � NOMINAL STUD THCKNESS IN INCHES AT PANEL EDGES:3"
<br /> 22400�B)SCREWS EACH JOIST UNLESS OTHERWISE SPECIFIED. SEISMIC DESIGN CATAGORY: D COLUMN CALLOUT GR-1 ' NOMINAL BLOCKING THICKNESS IN INCHES AT PANEL ,
<br /> 28. ALL EXTERfOR WALL FRAMWG OVER 10' IN HEIGHT SHALL BE GLUED AND NAILED WITH lOd NAILS 6" O.C. EDGES AND SITE CLASS: D 3x, COLUMNS LIMIT WINDOW OUT-0E- I BOUNDERIES:3"
<br /> FIELD. PLANE DEFLECITONS DUE TO WIND BOTTOM PLATE NAILWG SPACING (TO SUBFLOOR AND RIM
<br /> � JOIST IF APPLICABLE) 16d NAILS IN INCHES:2"O.C. (NOT
<br /> D ETA I L 2. I 29. FLOOR JOISTS SHALL BE GLUED AND NAILED. LOADS AND SUPPORT ROOF � APPLICABLE) .
<br /> D ETAI L 2.� 3.5°x 1 1.875"GLB (ROSBORO X-BEAM) FOUNDATION ANCHORAGE IF APPUCABLE: 5/8" DIA. BOLTS
<br /> WITH 7" EMBEDMENT AND PLATE PLATE WASHERS 18"O.C.
<br /> TYPICAL FIRST-FLOOR CONSTRUCITON SHOW N i TOP PLATE NAILING SPACING lbd NAILS IN TOWNAIL (FROM r
<br /> RIM JOIST TO TOP PLATEj IN INCHES:2" O.C.
<br /> TYPICAL SECON D-FLOOR CONSTRUCITON SHOW N FLOOR TO FLOOR CONECTION PLATES: LTP4 WSTALED OVER
<br /> C O R N E R H EA D E R D ETA I L ' SHEATHWG: 13�� o.C. (NOT APPLICABLE)
<br /> � FLOOR TO FLOOR CONECTION ANGLES: ML26 ANGLES FROM
<br /> SHEAR WALL TYPE 4 SHEAR WALL TYPE 3 TOP P�ATEs To R�M �o�sTs: �z�� o.c. (NOT APPLICABLE)
<br /> �
<br /> PANEL TYPE: 15/32 PLYWOOD OR OSB STRUCTURAL PANELS o ;
<br /> NAIL TYPE: lOd COMMON NAILS PANEL TYPE: 15/32 PCYWOOD OR OSB STRUCTURAL PANELS Q
<br /> NAIL SPACING EDGES:3" O.C. NAIL TYPE: lOd COMMON NAILS = 3" NOMINAL BLOCKING AT SHEATHING JOISTS "
<br /> NAIL SPACING FIELD: 6" O.C. NAIL SPACING EDGES:4" O.C. x �
<br /> NOMINAL TOP PLATE THICKNESS IN INCHES:3" NAIL SPACING FIELD: 6" O.C. � ' "
<br /> NOMINAL BOTTOM PLATE THICKNESS IN INCHES:4.5" NOMINAL TOP PLATE THICKNESS IN INCHES:3" `
<br /> NOMINAL STUD THCKNESS IN INCHES AT PANEL EDGES:3" NOMINAL BOTTOM PLATE THICKNESS IN INCHES:4.5" �
<br /> NOMINAL BLOCKING THICKNESS IN INCHES AT PANEL BOUNDERIES:3" BLOCKING NOMINAL STUD THCKNESS IN INCHES AT PANEL EDGES:3" '
<br /> BOTTOM PLATE NAILING SPACING (TO SUBFLOOR AND RIM JOIST IF APPLICABLE) l bd NAILS IN INCHES:2"O.C. NOMINAL BLOCKING THICKNESS IN INCHES AT PANEL BOUNDERIES:2x BLOCKING � �
<br /> FOUNDATION ANCHORAGE IF APPLICABLE: 5/8" DIA, BOLTS WITH 7" EMBEDMENT AND PLATE PLATE WASHERS4' O.C. BOTTOM PLATE NAILING SPACING (TO SUBFLOOR AND RIM JOIST IF APPLICABLE) l bd NAILS IN INCHES:2.5" O.C. STUDS SHALL BE FULL HEIGHTOR SHALL BE �
<br /> TOP PLATE NAILING SPACING l bd NAILS IN TOWNAIL (FROM RIM JOIST TO TOP PLATE) IN fNCHES:3" �.C. FOUNDATION ANCHORAGE IF APPLICABLE: 5/8" DIA. BOLTS WITH 7" EMBEDMENT AND PLATE PLATE WASHERS5' O.C. HUC410 4x10 CONCELED FLANGE HANGER WITH SD SCREWS � SPLICED WITH 6' OVERLAP AND 8d NAILS 6"
<br /> FLOOR TO FLOOR CONECTION PLATES: LTP4 WSTALED OVER SHEATHING:32"O.C. TOP PLATE NAILWG SPACING 1 bd NAILS IN TOWNAIL (FROM RIM JOIST TO TOP PLATE) IN INCHES:3.5" O.C. � O.C., 2x AT ENDS. '
<br /> FLOOR TO FLOOR CONECTION ANGLES: A35 ANGLES FROM TOP PLATES TO RIM JOISTS:32"O.C. FLOOR TO FLOOR CONECTION PLATES: LTP4 INSTALED OVER SHEATHING:32" O.C. I MID-SPAN BLOCKING REQUIRED
<br /> PLATES OR SHEATHING TO ROOF BLOCKING: LTP4 PLATES 32" O.C. FLOOR TO FLOOR CONECTION ANGLES: A35 ANGLES FROM TOP PLATES TO RIM JIJISTS:32" O.C.
<br /> DRAG STRUT AS PER DETAIL' CMST164' O.C. PLATES OR SHEATHING TO ROOF BLOCKING: LTP4 PLATES 16"O.C. �
<br /> NAIL BLOCKING 3"O.C. WITH l bd NAILS DRAG STRUT AS PER DETAIL: CMST165' O.C. 4x HEADER �
<br /> I
<br /> :..... ............................................................................. �
<br /> � .
<br /> DETAIL A ��
<br /> DOUBLE TOP PLATE D ET�( L B 19/32"SHEATHING AS PER SWSb i 19/32"SHEATHING AS PER SWSb ,
<br /> INTERIOR EXTERIOR
<br /> TYPICAL ROOF DIAPRAM BOUNDERY AT � ;
<br /> . � �
<br /> 5��,1�c��.�+�L � SHEAR WALL UNLESS OTHERWISE NOTED TYPICAL ROOF DIAPRAM BOUNDERY AT '
<br /> ��.��o�wnsH,�,��,p,� TALLER EXTERIOR WALL i x �� iu � �
<br /> _ '`� r� Q __.� �' � .:.r �5���,�u; �.�.
<br /> � `'D `�(' x �3� �`���'.' `���_�!' �' '�9-`�
<br /> 9 �
<br /> FULL HEIGHT FULL HEIGHT FULL HEIGHT i 4 �-
<br /> A,�,O R��p�7(�� ��c�,� BLOCKIN OCKWG LOCKING DOUBLE RIM JOIST � �+�� ���,�'� `�` �.� ���� _,
<br /> ,� lsTE .�,. I._{
<br /> ` AT SW: LAP SHEATHING TO RIM JOISTS AND NAIL AS i �;,Sy��k ��' �•-���'�� � `
<br /> A35 AN E AS PER SW SCEDULE
<br /> PER S OR � ` � �
<br /> SC ULE LTP4 FRAMING PLATES AS PER SW SCEDULE EXTERIOR WALL ������Y� �Yp.������z��
<br /> �
<br /> 15 32"SHEATHING �
<br /> 5 8"SHEATHING 2x6 LEDGER: '
<br /> STAGERED #10 SCREWS 4" O.C. TO SHEATHING �
<br /> DIAPHRAM TO STUDS: 8d NAILS 4" O.C. ROOF SHEATHING TO LEDGER 3" NOMINAL BLOCKING AT SHEATHING JOISTS
<br /> FULL HEIGHT SHEATHING MSTM20 TWIST STRAP
<br /> TE ST-1: @32" O.C. i
<br /> CSMSTI6 DRAG STRUT AS PER SW SCEDULE
<br /> (ONE IN BOTH DIRECTIONS) AT 45 DEGREES
<br /> NAIL TO FULL HEIGHT, 45 DEGREE, BLOCKWG ABOVE DOUBLE TOP PLATE �
<br /> 50" END LENGTH REQUIRED TYPICAL FOC�TI N GS ' BOLT DETAI L �
<br /> NAIL SHEATHING TO BLOCKING 3" O.C. WITH l Od NAlLS
<br /> STRAP AS PER NOTE 'ST-1' UNLESS OTHERWISE SPECIFYED 1 ��
<br /> 2x, #lOx3.5"SCREWS EACH JOIST FOR WIND UPLIFT 24" O.C. 25" END LENGTH STRAP AS PER NOTE 'ST-1' � � � 5 2 BEAM R-F ,
<br /> TJI JOISTS 5/8" DIA. POST-INSTALLED ANCHORS WITH 7°
<br /> �'EMBEDMENT AND PLATE WASHERS 6' O.C. �
<br /> AND WITHIN 12" OF PLATE ENDS � ,
<br /> �
<br /> ( �
<br /> �
<br /> .�_ - ,
<br /> TJI JOIST OR 2x LEGER FOR DRYWALL ATTACHMENT 6�� MIN. ,
<br /> �� Z �
<br /> ��
<br /> ADDITIONAL #4 BAR IN LOCATION: F-1 I #4 BARS � , COLUMN GR-1 1 ,2„
<br /> '� 5/8" DIA. POST-INSTALLED ANCHORS WITH 7" EMBEDMENT AND PLATE WASHERS 5' O.C. 10' LENGTH �� N '
<br /> 3" NOMINAL BOTTOM PLATE, TREATED SILL PLATE '
<br /> �
<br /> , .
<br /> �__- --__� � .
<br /> BLOCK ALL SHEATHING JOINTS ;
<br /> 2�0�� MIN. #4 BARS REQUIRED 4' O.C. 2x, 1/2"x THROUGH-BOLTS
<br /> AT SW: ALTERNATING 90 DEGREE HOOKS FROM BEAM R-F TO COLUMN GR-
<br /> A35 ANGLES, AS SHEATING LAPS RIM JOIST #4 BAR LATERAL 4' O.C. � USE TIMBER WASHERS
<br /> PER SW
<br /> SCEDULE ,
<br /> LSTA24 STRAP, BOTH SIDES OF SW ' -
<br /> �
<br /> LSTHD8, EACH END OF SW -
<br /> J
<br /> UNLESS OTHERWISE SPECIFIED NAIL RfM JOIST 3.5"O.C. WITH l bd NAILS i � ,
<br /> SHEATHING CONTINUOUS OVER I
<br /> TIMBRSTRAND LSL RIM JOIST SUPPORT OR LSTA4 STRAPS �
<br /> 6" MIN. BETWEEN JOISTS � •
<br /> z ;; „ PO RC H D ETAI L NAIL SHEATHING TO RIM JOIST HDU4-SDS2.5 WITN 5/8" DIA. POST-INSTALLED ANCHORS
<br /> � TOW NAIL RIM JOIST 3 O.C. WITH 1 bd NAILS WITH 8d NAILS 6" O.C. I BOTH SIDES OF EACH COLUMN GR-1 TO SECURE DURING CONSTRUCTION
<br /> . �
<br /> � #4 BARS ` � �
<br /> N ��
<br /> " 1.75"x 16"TIMBERATRAND OR MICROLAM RIM JOIST
<br /> , 5/8" DIA. POST-INSTALLED ANCHORS WITH 7" EMBEDMENT AND PLATE WASHERS, 18" O,C.
<br /> � 4.5" NOMINAL BOTTOM PLATE WITH TREATED SILL PLATE
<br /> �__ _____� ap 2xlOJOISTS I
<br /> - FULL HEIGHT SHEATHING
<br /> (SHEATING LAPS RIM JOIST) '
<br /> �
<br /> STHD14, EACH END OF SW � t
<br /> � EXTERIOR
<br /> 24�� MIN. #4 BARS REQU►RED 4' O.C. BLOCK ALL SHEATHING JOINTS LUS210 JOIST HANGER � � .
<br /> ALTERNATING 9Q DEGREE HOOKS TJ! JOISTS I
<br /> #4 BAR LATERAL 4' O.C. � �
<br /> ,
<br /> 2x, 0.22x8"SDWS SCREWS (STRONGTIE SDWS �
<br /> 22800DB)SCREWS EACH JOIST FOR WIND UPLIFT
<br /> O � � 2� 3� 4� 5� NT RIOR ACH END OF SW
<br /> EXTERIOR SHEATHING �
<br /> 6" MIN. FOOTING �
<br /> SCALE: 1 " = 1 ' �
<br /> �
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