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<br /> 50'-0' FOUNDATION 4 MAIN FLOOR FRAMING NOTES:
<br /> I. ALL FLOOR BEAMS SHALL BE 4X10 DF *2 UNLESS NOTED OTHERWISE ON PLAN. NOTE
<br /> 13'-0' 20'-4' 16'-8' LOCATE BEAMS UNDER BEARING WALL WHERE NOTED ON PLAN.
<br /> / rEli
<br /> _ 1 2. ALL FOOTINGS SHALL BEAR ON FIRM UNDISTURBED GLACIAL TILL OR STRUCTURAL 0
<br /> y FILL. SEE GENERAL NOTES FOR ASSUMED ALLOWABLE SOIL LATERAL OR VERTICAL
<br /> NI-/ V
<br /> V21 52 aQ4 �Qa s-F6� ---� a' yaQ r--- Ua� BEARING PRESSURES.
<br /> 11.1
<br /> 1 49
<br /> I
<br /> �.
<br /> ir,
<br /> ' 3. NE BOTTOMS OF FOOTING EXCAVATIONS SHALL BE LEVEL, CLEAN, AND FREE OF
<br /> / LOOSE MATERIAL OR WATER WHEN CONCRETE IS PLACED. OVER EXCAVATION SHALL
<br /> / 11 BE FILLED CONCRETE NE SAME STRENGTH AS FOOTINGS. 0
<br /> i .. - 1 4'.CONCRETE SLAB r�
<br /> F3• .5 F3.5 \S2 ON GRAVEL FILL OVER _ 2. .. . i O. vJ
<br /> L---_---_� L-- -_ -J . I 1�+� 4. FINISH GRADE AROUND NE PERIMETER OF NE STRUCTURE SHALL BE DRAINED AWAY rn O9)
<br /> 52 . O vJ
<br /> ;' T' e('� FROM THE FOUNDATION FOR RAIN OR IRRIGATION WATER
<br /> S2__. . I 52 1 1 -41 6'-4' ca 6'-4' 1'4' / 5. THE CONTRACTOR SHALL FOLLOW THE AVAILABLE GEO-TECH. REPORT FOR THE Q
<br /> RECOMMENDED SITE PREPARATIONS BEFORE CONSTRUCTING THE FOUNDATION.
<br /> N-t - �` ,- 23 `
<br /> c--..
<br /> 2 / ��jl�' 6. ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED WITH AN
<br /> =-ni Mt��'.... . P �....... 1014 . ... 1,) ' \\ 4x10 ' 4x10 �'
<br /> \ V - �� _ r_ I",. APPROVED PRESERVATIVE. ANY FIELD CUTS NOTCHES AND DRILLED HOLES SHALL
<br /> ® to
<br /> `,1�+ 1 r ti -,`\ ®R/ \\ ®R; r �\\ ®R,� 01 BE RE-TREATED PER AWPAM4. f
<br /> F3.5 I _ _ / J
<br /> L J r n `� / 1. ALL FASTENERS 4 HARDWARE IN PRESSURE TREATED OR FIRE TREATED WOOD SHALL
<br /> 1�+ .1 i i �j BE SIMPSON 'IMAX' (GI85 HDG PER ASTM A653). +, �n P
<br /> 4' CONCRETE SLAB. : �� 1• -N 0
<br /> / �J
<br /> I F2.0 = 8. PROVIDE DOUBLE JOISTS OR BEAM (PER PLAN)BELOW SHEAR WALL PARALLEL TO I'
<br /> ON GRAVEL FILL OVER I `Q TO JOISTS. NAIL WALL SOLE PLATE TO JOISTS OR BEAM PER SHEAR WALL SCHEDULE 0 W
<br /> 1 ca r-- OR NOTE S. OF SHEAR WALL SCHEDULE NOTES. ® N
<br /> ' III
<br /> 1 @ / 9. PROVIDE 5%' DIA. QALY. ANCHOR BOLTS EMBED 1' MIN. IN CONCRETE. PROVIDE ® N �1
<br /> 0
<br /> 1 / 1"41X3'X3' GALVANIZED WASHERS AT EACH ANCHOR DOLT.
<br /> I .,:,,
<br /> .._:. ,... :._..:,,,...„,
<br /> " . , r r 5'-6' 5'-6' 5 -6' 5'-6' S'-6' 5'-6' 11-4' 10. PROVIDE APPROPRIATE BLOCKOUT IN STEM WALLS OR FOOTINGS FOR PLUMBING 4
<br /> 5 /
<br /> 1 © ELECTRICAL STUB-OUTS PER ARCH. PLANS. COORDINATE WITH GENERAL
<br /> _ Tir- _ CONTRACTOR
<br /> c0,,N D AT I ON VE N T I_AT I ON: 1 ' ' \\l: El 4x10 - i \L 4x10 ; \\t\ 4x10 "-\\\� 4x10 ;�' \\\ 4x10 �\ 4x10 i �� II. PROVIDE CRAWL SPACE ACCESS PER IBC AND ARCHITECTURAL PLANS.
<br /> _ R r COORDINATE LOCATION IN SITE WITH CONTRACTOR
<br /> PROVIDE CRAWL SPACE VENTILATION AS PER IBC SEC. 12033.1 I -" -" -'
<br /> PROVIDE
<br /> ' x 1/1 = TOTAL VENT AREA SEC. 1 034.1 J I _ / i 12. PROVIDE CRAWL SPACE VENTILATION PER IBC AND FOUNDATION PLANS. DO NOT a
<br /> QTY. OF 7'X14' VENTS REQUIRED: (I5®x0Z20) =,19� I 40 lj C� ,�,�, SPACE j LOCATE VENTS WITHIN S' OF HOLDOUJN STRAPS OR HOEDOWN BOLTS. MAINTAIN 3'-0' 0
<br /> I CLEAR FROM EACH CORNER 0 (�
<br /> r� �� IS' MIN. CLEARANCE � 2IM
<br /> j. if 6 MIL (BLACK) VISA. VAPOR BARRIER SZ 13.
<br /> y� ya. 1 I i W/MIN. 12 LAP FOR TYPICAL PLACEMENT OF HORIZONTAL REINF. IN CONCRETE, SEE 14/52. 0
<br /> �5 v 3 1 F2.0 ca 4'-4' 3'-5' 7-
<br /> t
<br /> �� I r 0 / 14. FOR TYPICAL DETAIL FOR INSTALLATION OF PIPES NEAR FOOTINGS, SEE 8/52.
<br /> ��� V I X r � , .,
<br /> 15. CONTRACTOR SHALL HAVE AVAILABLE ON SITE A CONCRETE BATCH TICKET OR tp' �i _0' `N' RECEIPT OF DELIVERY FOR MIX OF 3000 PSI OR GREATER FOR BUILDING of 11_4 6 -6 6 -6 5 -6 4-5 4-4 5-6 5 -6 1 -� / 01INSPECTOR VERIFICATION. CONCRETE SHALL BE AIR ENTRAINED. TOTAL AIR U.
<br /> I O r r r r t r/ CONTENT (PERCENT BY VOLUME OF CONCRETE)SHALL NOT BE LESS THAN 7 PERCENT :0Nz.
<br /> W I
<br /> `Q -. F3/2 F3.0 O / PER IRC TABLE 4022. SEE GENERAL NOTES IN SHEET SI FOR ADDITIONAL
<br /> 24 - REQUIREMENTS. 2
<br /> 4x10 \t 4x10 4x10 T �\4x10...i ,ry, \`, 4x10 l �\ 4x10 ,',,, �` /
<br /> }- fit- r r - ®t--;431...._,_ ::
<br /> �` R R R; 1 y \ R/ ' R . \ \ IR; ..,://.
<br /> 16. PROVIDE SQUASH BLOCKING BELOW ALL SOLID SAWN OR BUILT-UP 2X POSTS ALONG �-
<br /> / -- x _ 25 �+ - - L_ 1 R /
<br /> �' 4x10 `�' �' `� O4xl�- �'" \\ �-/�_ Q8 U - / +49 EXTERIOR OR INTERIOR STEM WALLS PER DETAIL 3/SI.
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<br /> OSB EACH SIDE a / \\ R \ \\.. FR,/ \ ` R I. / _ °a
<br /> / Q 4._0. 2 .72 11..-.41'....
<br /> S2 -
<br /> 0 r r ........ 1... OSB EACH SIDE @ d ] Z
<br /> / I / O / COORDINATION OF CONSTRUCTION, MGa.. pm N
<br /> C
<br /> / C �, SPACE ,::„:
<br /> I.. / / +'� VERIFICATION of Dn�ENSIA�{S s FIELD cONDITIONB
<br /> D IS MIN. CLEARANCE r
<br /> \ 4x10 1 ) . /_I J / ,-
<br /> let U
<br /> / U 6 MIL (BLACK)VISA. VAPOR BARRIER O t �- -,4---it-I--r ' ® / �� IS Ti-E RESPONSIENLITY OF THE CONTRACTOR �l
<br /> p W/MIN. 12' LAP X ` R ...... \� R.. R. ... ..V �iiiilliiiiii�ri�i�i�iiiii�iiii��iiiiii��iiiii�
<br /> ' _ ANY D ISGREP,4WCIE8 SHALL BE TO TIS
<br /> ATTENTION OF THE DESIGN! TEAM PRIOR TO CONSTRICTION.
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<br /> �� e �. __ (ika� � -02.x' N
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<br /> -
<br /> C .. • CUT FROM 6X6 PT L r I CO
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<br /> P.. _ -e N:11.\\ +� SHEAR WALL SCHEDULE NOTES (MAIN FLOOR):
<br /> CUT FROM 6X6 PT i x4
<br /> ... �, / aDO NOT �CAI_� DRAUJINCS. URI ( ALL pIMNSIONS �;� • // I. SHEAR WALLS NOTED IN SCHEDULE ARE WALLS WITH ADDITIONAL EDGE NAILING, ABUTTING HORIZONTAL AND VERTICAL EDGE
<br /> UJITN ARC �IT�C�URAL p2AUJIN�S. F3.� i i0 �8 FRAMING, AND ANCHOR BOLT SPACING. FIELD NAIL SIZE SHALL MATCH THE EDGE FRAMING SPECIFIED AND BE SPACED AT 12' O.C. o
<br /> / SHEAR NAILING APPLIES TO ALL VERTICAL AND HORIZONTAL ABUTTING SHTG. EDGES, DOUBLE TOP PLATES, AND SOLE PLATES.
<br /> 13'-6' L 1'-0, 8'-6' -
<br /> r / /
<br /> II II l4)2x4 / 2. ALL EXTERIOR WALLS NOT SPECIFIED IN SHEAR WALL SCHEDULE, SHALL BE DESIGNATED AS MINIMUM SHEAR PANELS WITH EDGE NAIL 0
<br /> S2 - /52 % 9 SIZE MATCHING SPECIFIED NAILS IN SCHEDULE AND SPACED AT 6' O.C. FIELD NAIL SPACING SHALL BE 12' O.C. °� m
<br /> )
<br /> 52 3. SHEATHING SNA a -84-1
<br /> `o
<br /> CC LL BE l/1G 055 UNLESS SPECIFIED 15/32 STRUCTURAL "1 IN SCHEDULE. 0
<br /> rn
<br /> / 4. EXTERIOR SHEAR WALL FRAMING SHALL BE 2X6 HEM FIR *2 UNLESS NOTED 'DF' (DOUG FIR) IN SCHEDULE. FRAMING SHALL BE LU g
<br /> �� I DATION / MAIN ®
<br /> cp SPACED AT 16' O.C. � ' I8FRAMING L * I ; 01 W O .7-3,. ..:i
<br /> >� / 5. INTERIOR SHEAR WALL FRAMING SHALL BE 2X4 (OR 2X6 PER SCHEDULE) HEM FIR *2 SPACED AT 16' O.C. w
<br /> 7n 4' CONC. OVER / 6. EDGE FRAMING OR END OF SHEAR WALLS SHALL BE FRAMED WITH: (2)MINIMUM 2X6 (2X6 WALLS), (2) 2X4 (2X4 WALLS), OR SOLID
<br /> LQ 6 0
<br /> I
<br /> MIL (BLACK) V.B. OVER
<br /> 4" GRANULAR FILL / SAWN POSTS AS NOTED IN THE SCHEDULE.
<br /> SLOPE TO O.H. DOORS / -
<br /> / 7. BLOCK ALL UNSUPPORTED HORIZONTAL SHEATHING EDGES WITH 2X6 OR 3X6 AS NOTED IN SCHEDULE. ALL VERTICAL ABUTTING L
<br /> . (\I / SHEATHING EDGES SHALL BE 2X6 FOR EXTERIOR WALLS OR 2X4 FOR INTERIOR WALLS OR AS NOTED IN SCHEDULE. o ry
<br /> [A _ .;
<br /> � �� / 8. SOLE PLATE SHALL BE 2X6 FOR EXTERIOR WALLS . SOLE PLATE SHALL BE 2X4 OR 2X6 FOR INTERIOR WALLS. SOLE PLATE 0
<br /> Cflj ER GROUND) NAILING SHALL BE 16d SPACED 12' O.0 (MAX. OR LESS AS SPECIFIED IN SCHEDULE) Q u
<br /> ELTRODE
<br /> INDICATES SPREAD FOOTING PER PLAN N ®°�� /
<br /> AND REINF. PER SCHDULE SHEET SI. tf� pJ �T � AT � �� ��, 0 / 9. MUD SILLS SHALL BE 2X6 HF *2 P.T. CONTINUOUS AROUND PERIMETER OF FOUNDATION WALL.
<br /> r-- INDICATES 6X6, 4X4, OR (X) 2X B.U. POSTS �' / 10.FOUNDATION ANCHOR SHALL BE /' DIA. X 10' A.B.FOR 2X6 MUDSILL OR %' DIA. X 12' A.B.FOR 3X6 MUDSILLS. IF NOT SPECIFIED BY
<br /> ORIGINATING AT THIS LEVEL AND / THE SHEAR WALL SCHEDULE, ANCHOR BOLTS SHALL BE SPACED NO MORE THAN 48' O.C. ALL ANCHOR DOLTS SHALL BE
<br /> SUPPORTING POINT LOADS FROM ABOVE. I �}� �}� EMBEDDED IN CONCRETE 1' MIN. PROVIDE (2)MINIMUM A.B.'S FOR EACH MUDSILL SECTION.
<br /> F3J 71 % 11. PROVIDE 3'X3'4'4' GALV. WASHERS FOR EACH ANCHOR BOLT. THE CONTRACTOR MAY USE 3'X3'X4' GALV. WASHERS WITH DIAGONAL
<br /> .0 "'
<br /> INDICATES SHEAR WALLS WITH HOEDOWNS SLOTTED HOLES IF STANDARD CUT WASHERS ARE USED AND PLACED ABOVE THE SLOTTED PLATE WASHERS.
<br /> /
<br /> ///////////j_i OR FOUNDATION STRAPS PER PLAN. SEE
<br /> �Qa spa SHEAR WALL SCHEDULE AND ELEVATION.
<br /> A,
<br /> II ..
<br /> E.4) % SI-� ,4i�1�,4LL SCH DULE (1)(2)(4)INDICATES BEAM MARK NUMBERS PER /PLAN AND STRUCTURAL CALCULATIONS. z z`;' / WALL ( ) (3) ( )A.B. SPACING ABUTTING ABUTTING (9) BOUNDARY z ua6' / SHTG. EDGE NAILING SOLE PLATE VERT. PUJ HORIZ. PW SOLE MUD FRgMING HOLDOUIN REMARKS / SHEAR UPLIFT �n co
<br /> / TYPE LENGTH x GAGE) NAILING (GA.) EDGES EDGES PL SILL (VERT.) TYPES DETAILS (PLF) FORCE o z o C
<br /> r
<br /> ink
<br /> ..4X10 i /
<br /> - INDICATES 4X4 POST BELOW CONT. FLOOR
<br /> t R / I F_ I SEAMS OR 4X6 POSTS AT FLOOR BEAM / (�) Sd g 3' O.C. 5/s' AB. 16' O.C.
<br /> L_ __J SPLICE. (TIP.) / e 7/16' OSBu , 16d 12' O.C. 3x6 3x6 3x6 3x6 2-2x6 HDQS ® -132 If 56 k i Lit
<br /> / (24/2 X0.131 ) p c �;.i ; ,-
<br /> \_ DF EA SIDE (3-Y2' X 0.135') ® .•; o
<br /> N Q
<br /> INDICATES ROUND OR SQUARE SPREAD \ /
<br /> A8) Sd e 3' O.C. %' A.B. £� 24' O.C. [K } O
<br /> FOOTING PER PLAN AND SCHEDULE. ---ICV L -' / 1/16' OSB 16d g 12' O.C. 3x6 3x6 2x6 3x6 2=2x6 HDQS ® 41S If 5.0 k iii0
<br /> /
<br /> (2-Y2' X 0.131') p
<br /> INDICATES %4' T4G PLYWOOD 1 l3 y' X 0.135') ® .
<br /> r iii/iii///ilii///iii////ilii/iii//i I /
<br /> NAIL WITH 8d e 6' O.C. EDGES AND % q�
<br /> a a I / Sd 4' O.C. 5/e` AB. 16' O.C. P rod e ct #
<br /> -7,44‘4
<br /> I....,F F © 1/16' OSB I6d 9 12' O.C. 3x6 3x6 3x6 3x6 2-2x6 HDUII ® 153 If 9.5 k
<br /> 8d 10 O.G. AT INTERMEDIATE FRAMING - O 4 - /
<br /> MEMBERS ` L ,, (2 y X 0.131 ) (3 y' X 0.135') ® p
<br /> S2 15�2' PW %' A.B. Q 30' O.C.
<br /> 1231
<br /> `+ \ STRUCT. "1 1°3 X O.I3C 16d 6 12' O.C. 3x6 3x6 3x6 3x6 2-2x6 ® 411 plf 5.6 k
<br /> EA. SIDE (3 y' X 0.135'J HDQS
<br /> II'-4' 9'_8' Street
<br /> r / /
<br /> /0\ ad m 6' O.C. Vis' A.B. 6 361 0.C.
<br /> l/16' OSB16d 9 12' O.C. 2x6 2x6 2x6 2x6 2-2x6 NONE < 223 If 0.0 kS 4- .:,
<br /> 1-
<br /> / 21'-0' (2 Y2' X 0.131') (3 y' X 0.135') p
<br /> NOTE: FOR ALL OTHER EXTERIOR WALLS NOT SPECIFIED IN SCHEDULE ABOVE, SEE NOTE 2. IN 'SHEAR WALL SCHEDULE NOTES' Ct,TY EVERETT�
<br /> REVIEWED FOR PERMIT
<br />
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