HomeMy WebLinkAboutFRIDLEY 007 ADU A1 PLANS 122419 eff
TOF= TOP OF FOOTINGROSEBURG RFPI 11%"40 SERIES JOISTS @ 16"O.C.TOW=TOP OF WALL TOWHUNG INSIDE OF FOUND WITH USP#TFL23118 TOP FLANGE HANGERS1DI
TOP zz TOP OF PIER 4784.25' 1 2 X 6 PT SILL PLATE-SET FLUSH WITH INSIDE 1 .6*:No.41793RE
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GLADE 38". EIS,
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SOOD BEARING FOR DOUBLE V
2 + - _ 2 -h I�rf•nYe S,rl — 'N F Q' a
PROVIDE.2"PVC SLEEVE. n 9-(p �' - -A2 ,• t AZ• -XVC - 2 - f� t3M
2 I FOR POWER CABLE 3' In Q "' g 'a O - A2 _ = Ix
Q Q
W 6x6 REMESH OVER 2'BL as.r T1O 4
' A2 I I FOAM,LEVELEDGRAVEL, `f 11yg" = g 1,1 x-bC 24"o.G Z t9 N3 '
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1 ,UFER - _ FOUNDATION . ''--F ',t REMESH OVE LEVELED" LSE 5L9 Ye #Ko oa�c. ,maKL ~x J m W
TOP, ,- BLOCKED DOWN B" GRAVEL PAGTED - LU
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3'-6"DEEP fp`. r - NOTE:
JUST-ABOVE FOOTING - 4784.25' �y TOW 4783.57 FILL -
10"x 10"PIERS I ALI.HEADERS(2)2X40 U.N.O. '
_ -� A"POSTS(3)2x6 U.N.O.
I I NOTE: _
ALL HEADERS(2)2x10 U.N.O. - / - - _
IOD
T " ALL POSTS(3)2x6•U.N.O. - ,
SE OND FLOOR FRAMING
ESE
I SCALE Y:'-1
FIRS_ T FLOOR FRAMING _ _ N. ALL.HEADERS(2)2x10 U.N.O: 4 cal�+rl� SEE3 AND
N - 1 1 ALL POSTS(3)2x6 U.N.O. 51.1
FOUNDATION NOTES FOUNDATION PLAN SCALE Y4"=11" —' ' 3
ALL REBAR TO BE GRADE 60 SCALE}"=1." --log A2'ten. o AZ ROOF FRAM
ING PLAN - A2
24"REBAR SPLICING OVERLAP'TYP. o// 2-t•' y` �'-�n 'r9� =1
8"X 16"FOOTINGS W/2#4 BARS CONT.+VERT TIES W/8'•L @ 16"O.C.
to-o" SCALE Y4•'
ALL REBAR MUST BE SECURED IN PLACE BEFORE CONC PLACEMENT- ® N
NO WET SETTING OF REINF. omBagg Architects
6"WIDE X 4'TALL FOUND WALL W/#4 BARS @ 16 CEENTERS VERT AND'12!:O.C.HORIZ. E'�; y /u" ' _ T Th
_ 'p responsible for all clouded
3,. Q
FIRST BAR 3"MIN FROM FOOTING, TOP BAR 12"MAX FROM TOP OF FOUND
s . c ® 0 r-REMLLSKEETiONmHX-wx I red-line revisions
X 12"ACHOR BOLTS @ 4'O.C.+12"max FROM CORNERS AND JOINTS IN SILL PLATES L I cswsP.RA<EDwA y
BATH.' _ MEDGEs-2—FIEW TO I W
PROVIDE LIFER GROUND WHERE'INDICATED ER"REwuLeRE�EowDxx-cox-�
PROVIDE SEISMIC ANCHORS WHERE INDICATED.', s..09....PERCMP ceo"AL
.. HANHE-
D RAIL- - - ..PROVIDE ROUND PVC BLOCKOUTS FOR UG'POWER,WATER,AND SEWER LINES -
AT DEPTHS AND LOCATIONS INDICATED ON FOUND PLAN A
APPLY TWO COATS OF ASPHALT SEAL ON OUTSIDE TO 6'"BELOW TOP OF b _ { K SEE A5 6ED RM 0
--_ DEC �'
., FOUND. - STAIR CONST S 1.1 --c - q
2
BRACING 2 - _
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BRACING ANALYZED USING APA WALL BRACING CALCULATOR a sEE H j j STORAGE Q ^ AZ ,`\ i,
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SEE DETAILED REPORT IN PROJECT DOCUMENTS `ni j� II I T� 1 a)
METHODS OF BRACING USED ARE PER IRC TABLE R602.10.1 `y Qj ® - Q
/ AND CALLED OUT IN THE APA REPORT 1
C 1" Z
S-WSP 6d common nail or 8d(2 2 X 0.113"diam nails) G"edges 1 r fidld Re n ' A , U W
SE
GB-2s4FT min 5 d cooler nails or#6 screws 7"edges 7"field FIRST FLOOR PLAN SECOND FLOOR PLAN ROOFING ,W� _j Z
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SHINGLES
TIE'DOWNS SCALE f =1" N I SCALE%4"=1" N 36"WEGAF ATHER WATND OCIH AT ALL EAVES COAL RPLUS FULL COVE RAGE ON LOW
AO- USP PHD4A + DIAM ANCHOR BOLT USP STB20 SLOPED ROOF AREAS a LL Z
UALIFIED BRACING �� TITANIUM UDL 25 UNDERLAYMENT
BLACK D FLASHING AT ALL EAV S AND RAKES 0 (n a
SITGL �- Z Q
\ J W W
EXTERIOR FINISH WALL GRADE EASTERN WHITE
J a N
#2 WA W � 0
CEDAR SHINGLES 6"T.W. d ti m
' ALL FASCIA AND FASCIA TRIM--STAIN BLACK ' -- _- -
_ OVER TYVEK t2
j CEDAR TOO-SOFFITS WINDOW, STAIN BLACK " I4•�
CEDAR TRIM-WINDOW,DOOR.GOWN LEES.FRIEZEBDS STAIN TO MATCH I DOUBLE STARTING COURSES..
-' - -- ANTICIPATED WEATHER GREY OF SHINGLES. -
POSTS AND COLUMNS-STAIN TO MATCH ANTICIPATED WEATHERPREY - -
- OF SHINGLES -
WHITE CEDAR SHINGLE SIDING=-ALLOW TO WEATHER GREY I - I • O _
I -
-I - - RAIN GUTTERS AND DOWN SPOUTS TO BE BLACK v!
I 11 r.. Lsl I _ Z
-!�_ EXTERIOR DOORS TO BE PAINTED INTERESTING COLORS
SEED RAIL DETAIL - I f j I.1. .I i I - J 1 d
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NORTH ELEVATION '' LL LU vim)
WEST ELEVATION EAST ELEVATION
scALe i SOUTH EL• ELEVATION
a =1 SCALE 4,.=1 SCALE 1„=1,. SCALE a'=1"
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