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<br /> --,-,0 I \g- -EY1Gr11,1C,d 1,-/-1.( 1- "--1 ' FLOOR PLAN NOTES:
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<br /> < v.', i 1. CONTRACTOR SHALL VERIFY ALL NOTES, DIMENSIONS&
<br /> SITE CONDITIONS PRIOR TO CONSTRUCTION. ' 1, ''' • '4
<br /> • '0- I I 'il . < T- .-.--.- - 1 14 FRAvIlf-ic
<br /> I I i r? " 1 1 2. ALL BEAMS& HEADERS<6'-0"TO BE 4X10 DF#2, UNO W/R-10 INSUL.
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<br /> . 1 - IA-V4s4- PI: PS .. ' .. , . i I ' 3. PROVIDE SOLID BLOCKING OVER SUPPORTS. < 0 C)H •
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<br /> ' \ - sal----- arc- • - . ,, ' ' -4 PROVIDE FIREBLOCKING @ ALL PLUMBING PENETRATIONS.
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<br /> 5,-• WINDOWS& DOORS ARE SHOWN & NOTED AS NOMINAL SIZES.
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<br /> 6. WINDOW HEADERS @ 6'-8"ABOVE MAIN FLOOR, U.N.O.
<br /> 4 0.,41F Li iricat - 1-1,2L16 -ft41 Tb 7. ALL WOOD IN CONTACT WITH CONC. TO BE PRESSURE TREATED.
<br /> - ' . 8. EXTERIOR WALLS TO BE 2x6 STUDS @ 16"0.C. (Furred)
<br /> I ii / ii gth-1 v,70. 0E-TIN,t'E' It...1. ix, - 9. INSTALL SIMPSON CONC. TO WOOD HOLDOWNS 1-1/2" FROM CORNERS& II ' • , •.... ,
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<br /> / / . / 244-4-z- c Ye..4. 1 ure;4-1 , WINDOW ROUGH OPENINGS,ALSO SEE MANUFACTURER'S SPECS. ,, .. .-4,:-.6=- -- la-a
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<br /> 1 accUr.4„oc-,Y io. 0 INDICATES A POINT LOAD SUPPORTED BY(2)STUDS MIN., U.N.O. ,- ,• t -
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<br /> 11. SMOKE DETECTORS TO BE 110V, INTERCONNECTED,W/BATTERY/ ,
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<br /> / )*C-At4-- 1414.-1,. lb PAW a* 1.4- I BACKUP&CENTRALLY LOCATED IN EACH HABITABLE ROOM &AN i -
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<br /> 451 ii_ S,.P...-- "TI+1 Pi-ar-)f2.- ADDITIONAL SMOKE DETECTOR SHALL BE INSTALLED IN EACH LOCATION
<br /> WHERE THERE IS A CEILING HEIGHT CHANGE GREATER THAN 24". ,„. •,; .,,,f ''' c • .. .
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<br /> , 4 • I' 12. CARBON MONOXIDE DETECTORS TO BE LOCATED OUTSIDE OF BEDROOMS
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<br /> REED&AIROCIATEIN P11,1 Date: ., .,.:(2) l•
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<br /> FOOTING SCHEDULE .. fill)ON 6 0.40.11.101.6V
<br /> 4.0 =0,11.4.1z..14,4v.M4.4..14:1 HOLDOWN SCHEDULE •
<br /> Job ft: 18-135 AREA SUMMARY o 1 , , :t> -r„t-
<br /> . - SHEAFtiliAlL&HOL:DOWNNOiES(U.N.0.): HOLDOVVN/ FASTENERS TO FOUNDATION
<br /> , MARK COMMENTS ,
<br /> 18" DIA. OR SQ. X 8"THICK CONC. FOOTING W/2-#4 BARS EACH WAY. (I) Simpson or=. Locate at end of(SVV)u.n.o. Install per STRAP 11) (2)-STUDS MIN U.N.°. ANCHOR*(1)(4) "
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<br /> 0 18 POST&CONNECTION PER PLAN manufacturer recommendations for foundation minimum end ...14, MAIN FLOOR: Existing unit 820 S.F. --: :-•-• -
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<br /> distance and embedment,deepen foundation as required. LOWER FLOOR: (New unit) 0
<br /> 820 S.F.
<br /> 24" DIA. OR SQ. X 12"THICK CONC. FOOTING W/2-#4 BARS EACH WAY. . , 4, •t: I.e-j, ;4"ii‘ -- . ..Construct cripple wall same as shearwatt(SVV)above,and TOTAL: (Building) 1640 S.F. . 1 , ,. IIIIIIIIIIIIII 0 24 POST& CONNECTION PER PLAN gable-endsame as shearwall(SW)below.
<br /> 30" DIA. OR SQ.X 12"THICK CONC. FOOTING W/2-#4 BARS EACH WAY. (3) Requires 3x or(2)2x foundation sill plate 80 S.F.. GARAGE:PORCH & DECKS
<br /> (4) Threaded rod and coupler as required. :
<br /> 0 30 POST&CONNECTION PER PLAN . (5) Common nails,UNO:8d=0.131"x2W,10d=0.148x3", , GLAZING SUMMARY
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<br /> 12d=0.148"x3W,16d=0.162"x3W,18d sinker=0.148"x3%".
<br /> 36" DIA. OR SQ. X 12"THICK CONC. FOOTING W/3-#4 BARS EACH WAY. , WINDOWS(new unit): 64.02 S.F.
<br /> 36 POST&CONNECTION PER PLAN (4) Install H1's on all trusses/rafters,A35's at 24"o/c on gables& DOORS W/>50%GLAZING: 0.00 S.F.
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<br /> . , rim joist(or solid bikg)to top plate(sill plate at fdn)u.n.o.;When
<br /> specified spacing is less than 24"o/c,install A35's at roof solid . SKYLIGHTS: 0.00 S.F.
<br /> blleing to SW top plate,and install H1 or H2.5 on all • TOTAL: 64.02 S.F.
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<br /> _ . trusses/rafters. LTP4,LTPS or LS50 can be substituted for A35.
<br /> Conn.per Simpson Strong-Tie or equal
<br /> FOUNDATION NOTES: . GLAZING %: 7.81% % wdw sf/fir sf.(%)
<br /> (7) Minimum 3x or dbl-2x stud lam'd w/(2)-16d a 6"o/c at ' ...
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<br /> 1. CONTRACTOR SHALL VERIFY ALL NOTES, DIMENSIONS& abutting panel edges. VENTILATION SCHEDULE
<br /> (8) Anchor bolts shall be embedded at least 7"into concrete; ,.....wk• 1 0 ., ,
<br /> CONDITIONS PRIOR TO CONSTRUCTION. there shall be a minimum of two bolts per piece with one bolt • 'SEE 2015 WASHINGTON STATE INDOOR AIR QUALITY CODE
<br /> VI. Z ' •
<br /> 2. ALL FOOTINGS TO REST ON UNDISTURBED SOIL. located not more than 12"or less than seven bolt diameters from .
<br /> each end of the piece 2x min PT uno Symbol Manufacturer, Model Number, or Equal. '''1
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<br /> 3. ALL WOOD IN CONTACT WITH CONC. TO BE PRESSURE TREATED. (91 An sheathino must be Structural I sheathino U.N.O. 'Nutone' QT 130 1.0 Sones 102 cfm @.25 WG.
<br /> 4. INSTALL SIMPSON CONC. TO WOOD HOLDOWNS 1-1/2" FROM CORNERS& . 130 cfm @ .10 WG 1 I , ' ; • l
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<br /> WINDOW ROUGH OPENINGS, ALSO SEE MANUFACTURER'S SPECS. - SHEARWALL SCHEDULE Date: 1/0/1900 0 'Nutone' QT 80 1.5 Sones 63 cfm @ .25 WG.
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<br /> I 5. ALL FASTENERS AND PENETRATORS TO PRESSURE TREATED MATERIAL TO BE
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<br /> BASENAILSPLAl Job#: 18-135 2 80 cfm @.10 WG. ..
<br /> SHEATHING-APPLY TO SHEATHING EDGE NAILS 15) ROOF TO TOP PLATE.
<br /> ZMAX HOT-DIPPED GALV. OR STAINLESS STEEL OR MEET ASTM 153 REQUIREMENTS. MARKSILL PLATE ANCHORS wi Notes: *Use QT 130(100 cfm min.)@ all kitchen fan.
<br /> 2x HF STUDS©16"o/c ALL EDGES BLOCKED FLOOR TO TOP PLATE DsDcrattlatewle:y4i-..4 1:1111:11 .11 el
<br /> 6. 2,000 P.S.F.ASSUMED SOIL BEARING CAPACITY SHALL BE VERIFIED IN FIELD. - PrsED&Ass,--x-•.;livrcs,p's ! (2) 3"x 3"x 1/4"WASHERS*(8)
<br /> 7. ALL WALLS SUPPORTING TWO FLOORS AND A ROOF TO BE 2X6 CONSTRUCTION. N.,
<br /> 4 F:',31i-Mil i SI Pa:El S.W, ; U.N.O.BELOW"(9) • (do not penetrate past flush) &SILL PLATE 16) *Use QT 80(50 cfm min.)@ all other locations.
<br /> 8. SEE SHEET 2 FOR ADDITIONAL NOTES. ' •,,,omoNii.)::,WA 98(7,6 I,1 SW-1 7/18"OS B 8d CO 8"o/c(12 ot field) 16d Ofp 9"o/c A35 a 24"ok 5/8"0x10"AB's @ 60"o/c *All Fans to Vent to Outside 36"from Openings.
<br /> (12:',;)778 27V3 i 1, *All Other Requirements of 2015 W.S.E.C.&IRC must be met.
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