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2122 106TH ST SW 2025-03-12
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2122 106TH ST SW 2025-03-12
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Last modified
3/12/2025 7:36:37 AM
Creation date
10/28/2024 10:45:11 AM
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106TH ST SW
Street Number
2122
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13'-0' <br />20-4' <br />50'-0' <br />16'-8' <br />_�4__ �-- -- S2 -- _4__ <br />1. r-----------o -- ------------- <br />i <br />I�_____ - 4'CONCnTE SLAB <br />L-- f3S L F35 J 92 ON GRAVEL FILL OVER -0 52 I I <br />11-4' 6'-4' <br />+ ROT ,ry' , ry+e 0 3 1 <br />.... - ------- - J .� <br />I' I' `� 410 /� 40 `N <br />iil �,y1ry1. r -------------1'L <br />I <br />I li U <br />4' CONCRETE SLAB - L�l N F2ID 0 <br />ON GRAVEL FILL OVER =9 I <br />20 9 <br />X <br />52 <br />S2 <br />FOUNDATION VENTILATION: axlm T� axlm =11 4x10 _�_ 4x10 4xlm _ 4XIm T <br />1-- L_ <br />II I\ Ri R% Ri Ri Ri Ri Ril <br />PROVIDE CRAWL SPACE VENTILATION AS PER IBC SEC. 1203A.1 - - - <br />'CRAWLSPACE AREA' x 1/150 - TOTAL VENT AREA REQUIRED (SF) CRAWL SPACE <br />QTY. OF l'XI4' VENTS REQUIRED: �B) _ ^' ,r I,�ry IB' MIN. CLEARANCE <br />6 MIL (BLACK) VISA. VAPOR BARRIER <br />W/ MIN. 12' LAP <br />1�5 - - 3 O J F2ID • 4'-4' 3'-5' Q <br />__ ___ ->-. _ -_ _ 1 <br />1 6'------- <br />6' •6--- S. 4'-5' 4'-4' <br />IP$ I'-4f <br />;9 3 3/282 <br />F3ID <br />1 ® ......, : 410 / 410,1 4x ( <br />T .! <br />1 1 25 ry+3' Ri Rini Ri Ri, Ri mm RI <br />_ _ _ _ <br />1i \ 4x10 1 12 0 y <br />058 EACH SIDE p - ' - ..................... <br />I 1� R. R, � R� � '._ '- 1 62 � 1 <br />0 ..............1.. OSB EACH SIDE 0 <br />CRAWL SPAGE e <br />D1 I8' MIK CLEARANCE i ` 4x10 r� `-- -------------- --- ------------- <br />1 6 MIL (BLACK) V15Q VAPOR BARRIER <br />0 W/ MIN. 2' LAP cx ------ ---- - -- <br />i <br />O I.. 5 1 <br />52 <br />_x r_ _l _______-__IN <br />--, <br />cv iv <br />.jo r----- ---, B 1 1 <br />l'Y�I' 1 �'31ry1 I I II X I la I <br />', <br />'.. <br />------------------- -----J s <br />________ ____ CUT FROM bXb PT _ ______ ___- 1 <br />(4)2x4 i.... <br />CUT FROM 6X6 PT <br />DO NOT SCALE DRAWINGS. VERIFY ALL DIMENSIONS <br />WITH ARCHITECTURAL DRAWINGS. F3ID F3ID <br />1,-0, _ ____ 8,4, <br />II II (4) 2x4 I <br />FOUNDATION / MAIN FLOOR FRAMING FLAN, <br />LEGEND <br />INDICATES SPREAD FOOTING PER PLAN <br />AND REINF. PER SCHDULE SHEET 61. <br />INDICATES bXb, 4X4, OR (X) 2X B.U. POSTS <br />ORIGINATING AT THIS LEVEL AND <br />L_ <br />F3'0 <br />5UFPORTING POINT LOADS FROM ABOVE. <br />INDICATES SHEAR WALLS WITH HOLDOILNB <br />Ff <br />OR FOUNDATION STRAPS PER PLAN. SEE <br />SHEAR WALL SCHEDULE AND ELEVATION. <br />INDICATES BEAM MARK NUMBERS PER <br />PLAN AND STRUCTURAL CALCULATIONS. <br />__.. 23 4X10 <br />_ <br />"R F- r <br />INDICATES 4X4 POST BELOW CONT. FLOOR <br />BEAMS OR 4Xb POSTS AT FLOOR BEAM <br />'- <br />SPLICE. (iYP.) <br />INDICATES ROUND OR SQUARE SPREAD <br />FOOTING PER PLAN AND SCHEDULE. <br />INDICATES %' T<G PLYWOOD - <br />NAIL WITH 8d o b' O.C. EDGES AND <br />8d o 10' O.C. AT INTERMEDIATE FRAMING <br />MEMBERS <br />UFEASED REQUIRED <br />(R GROUND <br />PER NEC 260.60 <br />(INSPECTED AT FOOTINGS) <br />4 ; <br />' <br />82 <br />1 <br />m <br />� <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />1 <br />1 <br />I <br />9 <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />� <br />I <br />1 <br />- <br />I <br />I� <br />1'a <br />I <br />I <br />I <br />I <br />1 <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />4 <br />1 <br />I <br />I <br />T <br />62 <br />2n <br />I <br />I <br />I <br />j <br />I <br />I <br />I <br />1 <br />I <br />71L--- <br />I <br />.4 <br />$ <br />62 <br />SLAB ON GRADE: <br />4' CONC. OVER <br />6 MIL (BLACK) V.B. OVER <br />4' GRANULAR FILL <br />SLOPE TO O.N. DOORS <br />I <br />--------------- <br />I I <br />2 (-I <br />------ ----- <br />V.S. <br />I "p <br />lh <br />01 <br />I <br />I <br />I <br />I <br />01 <br />I <br />I <br />I <br />$ <br />82 <br />_v <br />FOUNDATION 4 MAIN FLOOR FRAMING NOTES: <br />I. ALL FLOOR BEAMS SHALL BE 4XIO DF n UNLESS NOTED OTHERWISE ON PLAN. NOTE <br />LOCATE BEAMS UNDER BEARING WALL WHERE NOTED ON PLAN. <br />2. ALL FOOTINGS SHALL BEAR ON FIRM UNDISTURBED GLACIAL TILL OR STRUCTURAL <br />rW <br />U <br />FILL. SEE GENERAL NOTES FOR ASSUMED ALLOWABLE SOIL LATERAL OR VERTICAL <br />BEARING PRESSURES. <br />3. THE BOTTOMS OF FOOTING EXCAVATIONS SHALL BE LEVEL, CLEAN, AND FREE OF <br />LOOSE MATERIAL OR WATER WHEN CONCRETE IS PLACED. OVER EXCAVATION SHALL <br />(v <br />BE FILLED CONCRETE THE SAME STRENGTH AS FOOTINGS. <br />Q <br />4. FINISH GRADE AROUND THE PERIMETER OF THE STRUCTURE SHALL BE DRAINED AWAY <br />W fn <br />FROM THE FOUNDATION FOR RAIN OR IRRIGATION WATER <br />LV/ <br />5. THE CONTRACTOR SHALL FOLLOW THE AVAILABLE GEO-TECH. REPORT FOR THE <br />rr^ <br />RECOMMENDED SITE PREPARATIONS BEFORE CONSTRUCTING THE FOUNDATION. <br />6. ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRE88URE TREATED WITH AN <br />APPROVED PRESERVATIVE. ANY FIELD CUTS, NOTCHES, AND DRILLED HOLES SHALL <br />L LL <br />BE RE -TREATED PER AWPAM4. <br />J ` r <br />1. ALL FASTENERS 4 HARDWARE IN PRESSURE TREATED OR FIRE TREATED WOOD $HALL <br />Q Q III I <br />BE SIMPSON 'ZMAX' (GIBS HDG PER ASTM A653). <br />LLI <br />U <br />8. PROVIDE DOUBLE JOISTS OR BEAM (PER PLAN) BELOW SHEAR WALL PARALLEL TOTO <br />(V <br />JOISTS. WALL SOLE PLATE TO JOISTS OR BEAM PER SHEAR WALL SCHEDULE <br />d <br />OR NOTE 8. OFISH AR WALL SCHEDULE NOTES. <br />O <br />3 PROVIDE A's' CIA ANCHOR BOLTS EMBED l' MIK IN CONCRETE. PROVIDE <br />I�II <br />ZEDGALV.W <br />14'X3'X3' GALVANIZED WASHERS AT EACH ANCHOR BOLT. <br />10. PROVIDE APPROPRIATE BLOCKOUT IN STEM WALLS OR FOOTINGS FOR PLUMBING 4 <br />ELECTRICAL STUB -OUTS PER ARCH. PLANS. COORDINATE WITH GENERAL <br />CONTRACTOR <br />II. PROVIDE CRAWL SPACE ACCESS PER IBC AND ARCHITECTURAL PLANE. <br />COORDINATE LOCATION IN SITE WITH CONTRACTOR <br />12. PROVIDE CRAWL $PACE VENTILATION PER IBC AND FOUNDATION PLANS. DO NOT <br />a <br />LOCATE VENTS WITHIN B' OF 14OLOM STRAPS OR HOLDOLLN BOLTS. MAINTAIN 3'-0' <br />m <br />CLEAR FROM EACH CORNER <br />13. FOR TYPICAL PLACEMENT OF HORIZONTAL REINF. IN CONCRETE, SEE 14/82. <br />LU' <br />14. FOR TYPICAL DETAIL FOR INSTALLATION OF PIPES NEAR FOOTINGS, SEE &52. <br />Z <br />I <br />15. CONTRACTOR SHALL HAVE AVAILABLE ON SITE A CONCRETE BATCH TICKET OR <br />RECEIPT OF DELIVERY FOR MIX OF 3000 P51 OR GREATER FOR BUILDING <br />INSPECTOR VERIFICATION. CONCRETE SHALL BE AIR ENTRAINED. TOTAL AIR <br />N <br />CONTENT (PERCENT BY VOLUME OF CONCRETE) SHALL NOT BE LESS THAN l PERCENT <br />W <br />PER IRO TABLE 4022. SEE GENERAL NOTES IN SHEET SI FOR ADDITIONAL <br />REQUIREMENTS. <br />16. PROVIDE SQUASH BLOCKING BELOW ALL SOLID SAWN OR BUILT-UP 2X POSTS ALONG <br />Z <br />I <br />EXTERIOR OR INTERIOR STEM WALLS PER DETAIL 3/61. <br />0 <br />Q <br />m <br />COORDINATION OF CONSTRICTION, INCLUDING <br />CL <br />0 <br />p <br />VERIFICATION OF DM*IONS 4 FIELD CONDITIONS, <br />a V I <br />I$ THE THE CONTRACTOR <br />S 4 <br />ANY D18CREPANCIEB SHALL BE BROUGFR TO THE <br />DISCREPANCIES <br />ATTENTION OF THE DESIGN TEAM FRIOR TO CONSTRICTION. <br />N <br />57L)6-c_ r k14 i2:,F�,a, <br />IS" 6.c-. P-i4 A7 C01UCGJp-70L' <br />GANDn�b. -73/yv.4+ X/Sg <br />5HEAR WALL SCHEDULE NOTES (MAIN FLOOR): <br />I. SHEAR WALLS NOTED IN SCHEDULE ARE WALLS WITH ADDITIONAL EDGE NAILING, ABUTTING HORIZONTAL AND VERTICAL EDGE <br />FRAMING, AND ANCHOR BOLT SPACMG FIELD NAIL SIZE SHALL MATCH THE EDGE FRAMING SPECIFIED AND BE SPACED AT 12' O.C. <br />$HEAR NAILING APPLIES TO ALL VERTICAL AND HORIZONTAL ABUTTING SHTG. EDGES, DOUBLE TOP PLATES, AND SOLE PLATES. <br />2. ALL EXTERIOR WALLS NOT SPECIFIED IN SHEAR WALL SCHEDULE, $HALL BE DESIGNATED AS MINIMUM SHEAR PANELS WITH EDGE NAIL <br />SIZE MATCHING SPECIFIED NAILS IN SCHEDULE AND SPACED AT 6' O.C. FIELD NAIL SPACING SHALL BE 1V O.C. <br />3. SHEATHING SHALL BE 1/16' 085 UNLESS SPECIFIED 15/32' STRUCTURAL 9 IN SCHEDULE. <br />4. EXTERIOR SHEAR WALL FRAMING SHALL BE 2X6 HEM FIR -2 UNLESS NOTED 'DF' (DOUG FIR) IN SCHEDULE. FRAMING SHALL BE <br />SPACED AT Ib' OC. <br />5. INTERIOR SHEAR WALL FRAMING SHALL BE 2X4 (OR 2X6 PER SCHEDULE) HEM FIR R SPACED AT 16' OC. <br />6. EDGE FRAMING OR END OF SHEAR WALLS SHALL BE FRAMED WITH: (2) MINIMUM 2X6 (2)(6 WALLS), (2) 2X4 (2X4 WALLS), OR SOLID <br />SAWN POSTS AS NOTED IN THE SCHEDULE. <br />1. BLOCK ALL UNSUPPORTED HORIZONTAL SHEATHING EDGES WITH 2X6 OR 3X6 AS NOTED IN SCHEDULE. ALL VERTICAL ABUTTING <br />SHEATHING EDGES SHALL BE 2X6 FOR EXTERIOR WALLS OR 2X4 FOR INTERIOR WALLS OR AS NOTED IN SCHEDULE. <br />S. SOLE PLATE SHALL BE 2X6 FOR EXTERIOR WALLS . SOLE PLATE SHALL BE 2X4 OR 2X6 FOR INTERIOR WALLS. SOLE PLATE <br />NAILING SHALL BE 16d 5PACED 12' OC (MAX OR LESS AS SPECIFIED IN SCHEDULE) <br />9. MUD SILLS SHALL BE 2X6 HF •2 P.T. CONTINUOUS AROUND PERIMETER OF FOUNDATION WALL. <br />10. FOUNDATION ANCHOR SHALL BE V DIA X 10' A.B. FOR 2X6 MUDVLL OR °V DIA X 12' AS. FOR 3X6 MUDSILLS. IF NOT SPECIFIED BY <br />THE SHEAR WALL SCHEDULE, ANCHOR BOLTS SHALL BE SPACED NO MORE THAN 48' O.C. ALL ANCHOR BOLTS SHALL BE <br />EMBEDDED IN CONCRETE 1' MIK PROVIDE (2) MINIMUM AB.'S FOR EACH MUOSILL SECTION. <br />11. PROVIDE 3'X3'X)'i GALV. WASHERS FOR EACH ANCHOR BOLT. THE CONTRACTOR MAY USE 3'X3'XI GALV. WASHERS WITH DIAGONAL <br />SLOTTED HOLES IF STANDARD CUT WASHERS AIRE USED AND PLACED ABOVE THE SLOTTED PLATE WASHERS. <br />5HEARWALL SCHEDULE (1)(2)(4) <br />ttPEL <br />(5) <br />SHI <br />(3) <br />EDGE NAILING <br />LENGTH x GAGE) <br />(6)A5. SPACING <br />SOLE PLATE <br />NAILING (GA) <br />ABUTTING <br />VERT. I9U <br />EDGES <br />ABUTTING <br />HORIZ. PW <br />EDGES <br />($) <br />SOLE <br />MU <br />BOUNDARY <br />FRAMING <br />(VERT) <br />HOLDOWN <br />TYPES <br />REMARKS / <br />DETAILS <br />SHEAR <br />(PLF) <br />UPLIFT <br />FORCE <br />(l) <br />A1 <br />DF <br />EA EA SIDEIDE <br />ad a 3'OC. <br />(2 )4 X 0.131') <br />V A5. 0 16' O.G. <br />16d 12, OC. <br />(3-Al X 0.135') <br />3xb <br />3z6 <br />3x6 <br />3xb <br />2-2x6 <br />HDQB <br />e <br />132 PIT <br />56 k <br />(a) <br />146' COB <br />e 1 3' or_V <br />(2' X 0.131') <br />AB. • 24' OC. <br />16d • 12' O.C. <br />(3-X' X 0.135') <br />3xb <br />3x6 <br />2x6 <br />3x6 <br />2-2x6 <br />WOOS <br />a <br />418 pIf <br />5ID k <br />1/16' COB <br />4' OL. <br />f2-�j' X 0.1319 <br />W16dB 12, O.C.00. <br />(3-V X 0U351) <br />3xb <br />3x6 <br />3x6 <br />3x6 <br />2-2x6 <br />HDUII <br />a <br />in pIf <br />ML5 k <br />Q1%2 <br />PW <br />STRICT. M <br />EA SIDE <br />10d • 3' Or-V <br />(3' X 0.131') <br />AS. s 30' OC. <br />W d • 12' OC. <br />(319 X 0.1361) <br />3x6 <br />3x6 <br />3x6 <br />3x6 <br />2-2x6 <br />14DQB <br />e <br />411 pIf <br />5b k <br />01 <br />l/16' OSB <br />ad ' 6' OC. <br />!2-}�X 0.1317 <br />96 bAdBi @3 OC.0 <br />(3-V X 0.1351) <br />2x6 <br />2x6 <br />2x6 <br />2x6 <br />2-2x6 <br />NONE <br />. 223 pIf <br />DID k <br />m N <br />aa� <br />e <br />pz C <br />ui <br />C p p <br />tl <br />Project # <br />12318 <br />Sheet <br />S4 <br />NOTE: FOR ALL OTHER EXTERIOR WALLS NOT SPECIFIED IN SCHEDULE ABOVE, SEE NOTE 2. IN 'SHEAR WALL SCHEDULE NOTES' CITY OF EVERETT <br />REVIEWED FOR PERMIT <br />
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