|
GENERAL NOTES
<br />BUILDING CODS
<br />201F�, I5C EDITION OF THE INTERNATIONAL BUILDING CODE
<br />AS AIMENDEID T' LOCAL JURISDICTION.
<br />ROOF LiVE LOAD = 2E5 P5F (SNOW)
<br />ROOF DEAD LOAD m 15 P5F
<br />FLOOR LIVE LOAD = 40 P5F (REDUCILE:)
<br />FLOOR DEAD LOAD = 12 1`-OF
<br />FLOOR LIVE LOAD = (-;,0 PSF FOR DECK/ ALCONY
<br />I,UINI LODAD = 110 1MPH WIND SPEED; EXPOSURE " "
<br />501L SITE CLA55 "D"
<br />CONSTRUCTION TYPE: V=5
<br />OOGtUPANC`r' GROUP: R®3
<br />DEEERRED 5UBMITTAL ITEM
<br />THE FOLLOWING IS A L15T OF ITEMS THAT ARE NOT INCLUDED IN THIS PLAN AND SHOULD BE
<br />PROVIDED BY THE BUILDER AT TIME OF APPLICATION FOR PERMIT OR AS A DEFERRED SUBMITTAL ITEM:
<br />ALTERNATIVE i--JO15T/5EA1M MANUFACTURER PLANS,
<br />TRUSS DESIGN FOR ROOF FRAMING
<br />® ELECTRICAL PLANS 4 SPECIFICATIONS (IF REQUIRED)
<br />1 TE IwORK
<br />GENERAL
<br />UNLE55 A SOILS INVESTIGATION BY A QUALiFIED SOiLS ENGINEER l6 PROVIDED;
<br />FOUNDATION DESIGN 15 BASED ON AN AVERAGE 501L BEARING OF 1500 1-5F PER SOILS REPORT
<br />EXTERIOR FOOTINGS 5HALL BEAR la" (M[NIMUM) BELOW FINISHED GRADE. ALL FOOTINGS
<br />TO SEAR ON FIRM UNDI5TUR15ED EARTH BELOW ORGANIC, SURFACE SOILS. 5ACKFILL TO
<br />BE THOROUGHLY COMPACTED,
<br />BOLTS HEADS AND NUTS BEARING AGAINST WOOD TO BE PROVIDED WITH 3"x3"xl/4" PLATE WASHERS.
<br />WOOD BEARING ON OR INSTALLED WITHIN i" OF MASONRY OR CONCRETE TO BE PRESSURE
<br />TREATED WITH AN APPROVED PRESERVATIVE.
<br />FOUNDA,TiON SILL BOLTS TO BE 5/0" DIAMETER AT 5'-0" O.C. U.N.O. WITH MIN, 71" EMBEDMENT
<br />METAL, FRAMING CONNECTORS TO BE MANUFACTURED BY 5IMP60N OR APPROVED EQUAL.
<br />GUNGFRETE.
<br />1MiiNIMU1M CONCRETE COMPRE551VE 5TRENGTIH (P'c) AT 2a DAYS TO BE 2,500 P'S1
<br />WITH (o% AiR ENTRAINED +/- I% (FOR WEATHERiNG) WITH 5-1/2 MIX SACK
<br />CONCRETE "BATCH TIG<ET" SHALL 5E AVAIL.A5LE ON SITE PER 5UILDING INSPECTOR
<br />REiNFORCEING STEEL TO COMPLY WITH A5TM Aro15 GRADE 40 OR SETTER.
<br />LUMER GRADE6
<br />FRAMING LUMBER SHALL COi` F:LY" WITH THE LATEST EDiTIOON OF THE GRADING
<br />RULES OF THE LUESTERN PRODUCTS ASSOCIATION OR THE WEST C05 T LUMBER
<br />1N5PECTION BUREAU. ALL SAWN LUMBER 5HALL_ BE STAMPED WITH THE GRADE
<br />iMAR< OF AN APi�ROVED LUIM ER GRADING AGENCY AND SHALL HAVE T1HE
<br />FOLLOWING UNAD,JU5TED DESIGN MINIMUM PROPERTIES:
<br />JOISTS: WOOD TYPE:
<br />2X4 HP IT - Fb=9_ 15 psi, FV=150 psi, Fc=1300 psi, Ea1300000psi
<br />2>'O OR LARGPER HF #z - Fb®9i5 psi, FV=150 psi, Fr_ =1300 psi, E=1300000psi
<br />EAr�I
<br />4.>< DF-L. 112 - Fb=900 psi, FV=iaO psi, Fcm1350 psi, E=1600000p6i
<br />�>< OR LARGER DF-L 112 - 5 psi, FV=110 psi, FcP(_'00 psi, E=1300000psi
<br />5TUD5
<br />2>'4 HF 2 Fb=915 psi, FVc150 psi, Fcm1300 psi, En13C0000psi
<br />2>'� OR LARGER HHF W2 - Fb=9i5 psi, FV=150 psi; Fc=1300 psl, E=130000opsi
<br />fi��OSTS
<br />4><4 HF n - Fb=9ia psi, FV=150 psi, Fc=1300 psi, E=i300000p5i
<br />4Xr:P OR LARGER HF *2 - Fb=1 15 psi, Fv=150 psi, Fc=1300 psi, E=1300000psi
<br />�e?XC FOR LARGER DF-L #2 - Fb®-150 psi, FV=110 psi, Fc=100 psi, E=130000Op5i
<br />GLUE -LAMINATED BEAM (L)
<br />SHALL BE 24F-V4 FOR 51NGLE WAN5 4 24F-VO FOR GONTINUOU& OR CANTILEVER SPANS
<br />WITH THE FOLLOWING MINIMUI`-1 P 0�PE i iE5:
<br />Fb = 2,400 PSi, Fv = 1ro5 FSI, Fr_ = &10 F61 (P'ERPENDIGULAR), E = 1,000,000 PSI.
<br />ENGINEERED WOOD BEAMS AND I®JOIST
<br />CONTRACTOR SHALL 51-15MIT SHOP DRAWINGS AND SPECIFICATIONS FOR AP'ROVAL BY
<br />BUILDING OFFICIAL. DESIGN, FA5RICATION .AND ERECTION IN ACCORDANCE WITH THE LATEST
<br />iC(-- EVAa,LUtATION REPORT.
<br />PARAL.LAiM (P'SL-) 5HHALL HAVE THE MINIMUM fUiM PORFERTIES:
<br />Fb = 2 ,1E)00 PSI, Fv = 290 P51, Fc = iE�0 PSi (PERPENDICULAR), E = 2,000,000 Pal.
<br />MICROLLAM (LVL) BEA1M5 SHALL HAVE THE MINIMUM P'ORPE ` IE6:
<br />Fb = 2,roOO P51, Fv = 2815 Pal, Fr_ = i50 P51 (PERPENDICULAR), E = 1,900,000 PSI.
<br />CALCULATION SHALL INCLUDE DEFLECTION AND CAMBER RE(;�UIREIMENT5.
<br />DEFLECTION SHAL.L® 5E L_i1MTED 45 FOOL_LOOW&:
<br />FLOOR LIVE LOALD 1MAXI"UIM = L/400, FLOOR TOTAL LOAD 1MA>'I1MUi^'1 = L/240.
<br />PREFABRICATED a TUs
<br />PREFA5RICATED WOOD TRU55E5 SHALL BE DESIGNED TO SUPPORT SELF UJE:IGHT
<br />PLUS LIVE LOAD AND SUPERIMPOSED DEAD LOADS AS STATED iN THE GENERAL NOTES
<br />TRUSSES SHALL 5E DESIGNED 4 STAMPED BY A REG16TERED WA51HiNGTON STATE
<br />f=ROPE55IONAL ENGINEER AND FABRICATED FROM ONLY THHOSE DESI N&e
<br />NON EARING WALLS SHALL 5E HELD AWA i FROM THE TRUSS E30TTOM CHORD WITH AN
<br />APPROVED FASTENER (5UCH1 45 6IMP50N STC) TO EN5URE THAT THE TRUSS 50TTOM
<br />CHORD WILL NOT 5EAR ON THE WALL..
<br />APPROVED HANGERS SHALL BE USED AT ALL CONNECTIONS OF RAFTERS, JACK. OR HHiP
<br />TRUSSES TO MAIN GiIRDER Ti_US5.
<br />MANUFACTURER -DESIGNED AND APPROVED DIAGONAL AND 6WAY BRACING SHALL BE INSTALLED AS REQUIRED.
<br />1ROOF/WALL 6HEATHING
<br />TYPICAL WALL SHEATHING SHALL BE 1/16" AND ROOF SHEATHING SHALL BE 1/16" UNLE55 OTHERWISE SPECIFIED.
<br />MINIMUM NAILING 614ALL BE aoi e, rep" O.C_ a PANEL EDeES AND 12" O.C. IN FIELD,
<br />U.N.O. ON SHEARJALL 5CHEDULE. 5PAN INDEX SHALL BE 24/0. PLYWOOD FLOOR, SHEATHING SHALL BE
<br />3/4' T4G SHEATHING, UNLESS OTHERWISE SPECIFIED. MINIMUM NAILING SHALL BE 8d GOMMOM OR 66 RING, SHANK AT 6" OC,
<br />PANEL EDGES AND 12" O.C. iN FIELD. SPAN INDEX SHALL BE 40/20, STAGGER END
<br />LAPS AT ROOF AND FLOOR. 5HEATH-IING_ 055 51HEATHING PRODUCTS OF EQUIVALENT
<br />SPAN RATINGS SHALL. BE ALLOWED.
<br />DA I F_ REVISION REV. NY:
<br />WALL
<br />5HEATING
<br />SIDES
<br />SHEAR PANEL
<br />FIELD
<br />PANEL
<br />BASE PLATE
<br />ANCHOR BOLT
<br />SILL. PLATE
<br />HOLDOWN
<br />MARK
<br />TYPE
<br />EDGE NAILING
<br />NAILING
<br />EDGES
<br />NAILING
<br />DIA, 4 SPACING
<br />51ZE
<br />TYPES
<br />1m0
<br />1/1ro
<br />ONE
<br />c5d a / 11 O.C.
<br />12" O.C.
<br />2X
<br />iG d NAILS z
<br />12" O.C.
<br />Ele,% o 60" O.C,
<br />2X
<br />PER
<br />PLAN
<br />1-
<br />i/1rll
<br />ONE
<br />Od e 4" C.G.
<br />12" C.C.
<br />2-2X
<br />ied NAILS 'a
<br />4�" O.C.
<br />5/0%, a 40" O.C.
<br />2X
<br />PER
<br />PLAN
<br />Pl-3
<br />1/16"
<br />ONE
<br />Bd 3" O.C.
<br />a" O.G.
<br />2-2X
<br />]rod NAILS 'a
<br />41, O.G.
<br />3ro" O.C.
<br />2-2X
<br />PER
<br />PLAN
<br />P1-2
<br />i/10"
<br />ONE
<br />06 � 2" O.C.
<br />�" O.C..
<br />262X
<br />Irod NAILS �
<br />3 0:C.
<br />�/�"� 24" O.C,.
<br />2-2X
<br />PER
<br />PLAN
<br />FRAMING SHALL BE HEM -FIR 412 @ 16° O.O. MAX (U.ND.). THICKNESS OF STUDS TO BE 2x UNLE55 NOTED IN SCHEDULE
<br />2. 5HEATHING PANELS MAY BE LAYER VERTICAL OR HORIZONTAL.. BLOCK ALL HORIZONTAL EDGES W1 2x OR 3x BLOCKING PER 5CHEDULE
<br />(URO.)
<br />3. ALL EXTERIOR WALLS NOT DESIGNATED AS 5HEARWALL5 SHALL RECEIVE APA RATED SHEATHING OR ALL VENEER PLYWOOD 51DING OF
<br />EQUIVALENT THICKNESS AT POINT OF FASTENING ON PANEL EDGES, FULLY BLOCKED WITH MINIMUM NAILING OF 3d S 6" O.C. EDGE, VOL. FIELD.
<br />4, NAILING APPLIES TO ALL STUDS, TOP AND BOTTOM PLATES, AND BLOCKING. PLYWOOD JOINT AND SiLL PLATE NAILING SHALL BE STAGGERED
<br />PER IBC TABLE 2306.3, NOTE (e).
<br />5. ANCHOR BOLT SPACING 15 6'v0" O.C. UNLESS NOTED OTHERWISE IN SCHEDULE. MINiMUM OF 2 ANCHOR BOLTS PER PIECE OF FOUNDATION
<br />PLATE. ANCHOR BOLTS SPACED NO GREATER THAN 12' AND NO LE55 THAN i TiMES THE ANCHOR BOLT DIAMETER AT ENDS AND SPLICES.
<br />PROVIDE %4"x3"x3" WASHERS AT ANCHOR BOLTS, DO NOT RECE55 5OLT5.
<br />6. ALL NAILS FOR SHEAR WALLS SHALL 15E COMMON OR GALVANIZED BOX NAILS (U.N.O.) PER IBC TABLE 2306.3. ALL SPECIFIED NAILS SHALL
<br />HAVE THE FOLLOWING DIMENSIONS: Od COMMON (0.13i" DIA., 22" LONG), 8d BOX (0.113" DIA., 22" LONG), 10d COMMON (0.140° DIA., 3` LONG), 10d BOX
<br />(0.12b" DIA., 3° LONG), 16d COMMON 10.1(o2 DIA., 32" LONG), 1(od 5INKER (0,14V DIA., 3)/4" LONG), 5d COOLER (0,0,56" DIA:, NW LONG), (-,d COOLER
<br />(0,092" DIA., i %s" LONG)
<br />1, 1 %4" No. 6 DRYWALL SCREW5 (TYPE W OR 5) MAY BE SUBSTITUTED FOR NAILS LISTED AS 5d COOLER OR 6d COOLER FOR GYPSUM WALL
<br />BOARD 51HEARWALL5 PER 15C TABLE 2306.1.
<br />a. IN LIEU OF 3x VERTICAL5 AND BLOCKING AT PANEL EDGES, 2-2x'6 W1 10d FACE NAILS STAGGERED AT THE SAME SPACING AS PANEL EDGE
<br />NAILING MAY BE SUBSTITUTED. PLYWOOD EDGES TO BE CENTERED BETWEEN TIRE 2-2x MEMBERS (THIS ALTERNATIVE DOES NOT APPLY TO
<br />WALLS WIT14 8d EDGE NAILING AT 2" O.C. OR 10d EDGE NAILING
<br />AT 3" OR 2" O.C. OR WALLS SHEATHED ON BOTH 51DE5)
<br />9. HIOLDDOWN5 AND STRAPS OF EQUIVALENT UPLIFT CAPACITY MAY BE SUBSTITUTED FOR THOSE LISTED IN THE 5HEARWALL SCHEDULE.
<br />COORDINATE WITH MANUFACTURER TO VERIFY' APPLICABILITY AND PROPER INSTALLATION METHODS OF SUBSTITUTED HARDWARE.
<br />10. SQUASH BLOCKS REOUiRED AT END5 OF SHEAR WALLS WHERE FULL BEARING 15 NOT PROVIDED BY THE FRAMING BELOW.
<br />11, SIMPSON MA5P MUDSILL ANCHORS, EVENLY SPACED, MAY BE SUBSTITUTED (2) FOR (1) FOR THE %' DIA. SILL PLATE ANCHOR BOLTS SPECIFIED.
<br />(I.E. (2) MASP REPLACE (1) %" DIA ANCHOR BOLT)
<br />IN
<br />(9,
<br />1.
<br />DOUBLE 6TUD5 AT
<br />STRAP MINIMUM
<br />2.
<br />BASE PLATE NAILING PEF
<br />SHEAR WALL SCHEDULE
<br />3,
<br />50LID RiM J015T
<br />W1 2-16d PER. J015T
<br />4.
<br />FLOOR SHEATHING (1�
<br />5.
<br />J015T PER PLAN
<br />(o.
<br />DBL TOP PLATE
<br />1.
<br />51MP60N STRAP PER FLA
<br />CENTER STRAP AT RIM JG
<br />8.
<br />SHEATHING S NAILING PEP
<br />SHEAR WALL SCHEDULE
<br />9,
<br />EDGE NAIL
<br />10.
<br />51MP50N M5TC STRAP
<br />(PRE -BENT)
<br />11.
<br />BEAM PER PLAN
<br />TYPICAL 5IMP50N STRAP WALL TO WALL
<br />AND UJALL TO BEAM HOLDOWN
<br />N.T.S
<br />I. SHEAR WALL PER PLAN W1 DBL
<br />STUDS AT HOLDOWN MINIMUM
<br />2. ANCHOR BOLT STYLE HOLDOWN PER
<br />PLAN INSTALLED PER MANUR 5PEC5.
<br />(1) ®® 3. RIM BOARD PER PLAN
<br />®° 4. FLOOR J015T 5Y6TEM PER PLAN
<br />5. ANCHOR BOLT INSTALLED PER MANUR
<br />® 5PEC5.(5EE BELOW FOR 61ZE PER
<br />® HOLDOWN)
<br />6, CONCRETE STEM WALL PER PLAN
<br />(3) 1. EXTEND ANCHOR; BOLT W/ COUPLER
<br />NUT 4 ALL THREAD ROD
<br />a (4) HOLDOWN ANCHOR EMBED.
<br />51MP50N LTT205 55TBi6 125/s"
<br />(5) 5IMP50N LTT131 65TB16 125/s"
<br />6IMP30N HIT T i6 55T5I6 125/s
<br />51MP50N HDU2 55T516 125/aa
<br />51MP50N HDU4 55T520 I(o5/sn
<br />SIMPSON HDU5 55T524 20-!s"
<br />51MP60N HDQS 55T525 241/s"
<br />(USE 55T5L ANCHOR BOLT s 3x PLATE)
<br />TYPIC,4L ANCHOR BOLT HOLIDOWN
<br />SCALE: 314"= I'
<br />wom
<br />(1)
<br />2)
<br />,'4)
<br />(2
<br />I. 5HEAR WALL PER PLAN W1 D13L
<br />STUDS AT HOLDOWN MINIMUM
<br />2, STRAP TIE HOLDOWN PER PLAN
<br />INSTALLED PER: MANUF. SPECS.
<br />3. RIM BOARD PER PLAN
<br />4. FLOOR JOIST SYSTEM PER PLAN
<br />6. CONCRETE STEM WALL PER
<br />PLAN
<br />TYFICAL STRIA= TIE HOLEDOW
<br />� NDATiON
<br />H02
<br />SCALE: %4"=1'
<br />(5)
<br />EXTENT OF HEADER (TWO BRACED WALL PANELS)
<br />1.
<br />HEADER PER PLAN (MINIMUM 3"xIV4")
<br />(11)
<br />2.
<br />MINIMUM (2)2x4 STUD FRAMING TYP.
<br />3.
<br />FASTEN TOP PLATE TO HEADED; W1 2 ROWS
<br />(4)
<br />!
<br />OF i(od SINKER NAiLS 0 3" O.C. TYP.
<br />(3
<br />(4)
<br />4.
<br />51MP50NI L5TA24 STRAP TIE HEADED. TO
<br />WALL ON IN51DE FACE
<br />(3)
<br />5.
<br />FASTEN SHEATHING TO HEADER W1 Od
<br />(2)
<br />COMMON OR GALV. BOX NAILS iN 3" GRID
<br />(2)
<br />PATTERN AS SHOWN $ 3" O.C. iN ALL
<br />FRAMING (STUDS, BLOCKING, SILLS) TYP.
<br />.
<br />%sW MINIMUM THiCKNE55 WOOD STRUCTURAL
<br />(5)
<br />PANEL SHEATHING
<br />(6)
<br />i.
<br />FOR PANEL SPLICE (IF NEEDED), PANEL
<br />DGE5 SHALL BE BLOCKED W1 3x OR (2) 2x,
<br />4 (OCCUR WITHIN 24" OF MID HEIGHT. IF 2x
<br />BLOCKING 15 USED, FACE NAIL W1 (3) 16d
<br />(8) --
<br />SINKERS.
<br />S.
<br />4200# STRAP TIE HOLDOWN PER PLAN
<br />(9)
<br />9.
<br />%' DiA. ANCHOR BOLT W1 T MINIMUM
<br />-
<br />(9)
<br />EMBEDMENT. USE 4" X 3" X 3& PLATE
<br />(10)
<br />WASIHER MINIMUM (TESTED ASSEMBLY)
<br />a
<br />10.
<br />FOUNDATION PER PLAN
<br />SECTION
<br />i1.
<br />SHEATHING FILLER IF NEEDED
<br />THRU WALL
<br />12,
<br />100 STRAP TIE HOLDOWN PER PLAN
<br />1DnLPTAI =PAMt7��I ITT i l�T(�i�! 11=11=1 i�7 PI ill T)
<br />N.T.S
<br />MST37 P1 -6 MST37
<br />r
<br />F
<br />UFIF R FLOOR < "' FLAN
<br />STHD10RJ STHD10RJ STHDIORJ
<br />1-3 1-3
<br />co
<br />o i.
<br />cc
<br />I C
<br />MAIN FLOOR. KEY f=LA
<br />WASy/�9 'L
<br />2
<br />09/2 /19
<br />0
<br />)I ORJ
<br />z
<br />e '
<br />0
<br />STHD10RJ
<br />r
<br />a �
<br />STHD14RJ-
<br />1-
<br />i I OF EVER 1.7
<br />REVIEWED FOR PERPAIT
<br />
|