HomeMy WebLinkAboutPlans-DLSIGNfD IN ACCORDANCE WITI I
2015 TNTERNATTONAL tsUtLDtNG CODE (rBC)
-RI6K CATECORY II 6TRUCTURE
-TYPE OF Ctf,NSTRUCTIoN: V-B
-USE GROUP: A-3
-OCCUPANCY LOAD: 17 PERSONS
-DESIGN WIND SPEED Vult = 115 MPH, EXPOSURE C
-DESIGN GROUND SNoW LOAD (PS) = 57 PSF
-DESIGN ROOF SNOW LOAD (Pf) = 40 PSF
-SEISMIC DESIGN CATEGORY = B, SITE CLASS D
Sor = 0.121, Sos = 0.291, Cs = 0.194
-FROST LINE DEPTH = 36"
-ASSUIVED ALLOWABLE SOILING BEARING CAPACITY
oF 1500 PSF
.ALL LUMBER TO BE FULL DIMENSIONAL WESTERN RED
CEDAR #2 GRADE OR AS NOTED
-ATTACH ROOF BOARDS TO EACH FRAMING IVEMBER w/
(3) 1/2'CROWN x2/z" LEG x 16 GAUGE STAPLES
-ALL HARDWARE AND FASTENERS TO BE GALVANIZED
POWDER-COATED OR STAINLESS STEEL
-ALL CONCRETE TO BE 3500 PSt (MtN.)
BUILDING CODES:
ALL CONSTRUCTION SHALL COMPLY WITH
THE REQUIREMENTS OF ANY AND ALL
APPLICABLE STATE, COUNTY AND LOCAL
BUILDING CODES OR REGULATIONS INCLUDING
BUT NOT LIMITED TO THE FOLLOWING:
-20r5 TNTERNATTONAL BUTLDTNG CODE (lBC)
AS AMENDED AND/OR ADOPTED BY THE
LOCAL MUNICIPAL AUTHORITY
,I4'-8" ROOF SPAN
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18'-O- ROOF SPAN
TOP OF PIERYSLAB LINE
TIVE
FRAMING AT
GABLE ENDS
5/4 x 6 FASCIA
AT GABLE (TYP.)
1212
TOP OF PIER/SLAB LINE
,I1'4" PIER / POST CENTERS
ELEVATIONS
7 7
'-4"'.4"
'-4"1'-4"
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SIDE ELEVATIONS
PLOT DATE 2018
Refer ta plan affachnrenfs fbr
Çarfieid öaunty
BuíIdinE Requirements
and campfleflensive líst of
F I a n Revieu¡ Ê{ofa ffosrs"
4"W x lO"H x 40"L ARCH
BRACES AT EACH POSÏ.
ATTACH AT EACH END w/
(2)318" DrA, RSS GRK
SCREWS (3" MTNTMUM
EMBEDMENT)
'10'-8"
OJ
¡-
12'-O- OUTSIDE OF POSTS
SHINGLES
5/4 x 6 FASCIA
f.-
14',-8"
.16'-0" OUTSIDE OF POSTS
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APPROVEÐ
SUBJECT TÜ NOTËÐ
EXCËPTIONS & INSPECTIONS
GARFIELÐ COUNTY
BUILD'NG DEPARTMËNT
D^r817(4tbBY Wþ_
FIELD COPY
NO INSPECTION WITHOUT
THESE PLANS OhI SITE
of
Forflrwq¿ê/A
uþLAa Yurluú94tA?í w1
IIel 7a.àf
12'x16'ROUGH CUT CEDAR GABLE RAIVADA PAVILION
DATE 7t18t18 SCALE 114" = 1'-0" U.N,O.
P,N.13-1e (12-03)
BATTLEMENT MESA SERVICE ASSOCIATION
401 ARROYO DRIVE
PARACHUTE, CO 81635
SITE ADDRESS;
REVISIONS 912611B
SHEET NO. 1 OF 2
FIFTHROOM.COM
5410 ROUTE B
GIBSONIA,PA15044
4i'; ¡3
Digitally signed by
W
l[fi¡tchett Mitchell Weaver
MITCHELL S. WEAVER, P.E.
10319 ROUTE ROAD
LILLIAN, AL 36549
3x10 RIDGE BEAM (1) 3/8" DlA. x 5 'll8' LONG RSS GRK SCREW
THRU TOP OF RAFTER INTO RIDGE BEAM
'-4"12'-0" OUTSIDt Ot- POSTS 4t
^(
3O-YR. ASPHALT SHINGLES
ROOF UNDERLAYIVENÏ
1x6 T&G ROOF DECKING
3xB RAFTERS @24" O.c
ATTACH EACH RAFTER TO 6x12 BEAM
wl (2)#1o x 3%" SCREWS TOE^NAILED
EACH S|DE (4 TOTAL) AND
12
6x12 BEAM EXTENDED
16" BEYOND POST W
DECORATIVE END
I
o
(1) 3/8" DlA. x 8" LONG RSS GRK SCREW
8x8 POST BELOW,
NOTCHED 3" ON OUTSIDE
AND 1- ON INSIDE TO
RECEIVE HEADERS
THRU TOP OF RAFTER INTO BEAN/I
514 x 6 FASCIA 1',-4"
8xB POST NOTCHED AT
TOP TO RECEIVE BEAMS
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6)
co
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4" THICK CONCRETE SLAB
w/ 6x6 W1.4xW1.4 WWF
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F-2u(J
F
U)o(L
Y
s
6x12 BEAM, ATTACHED
TO POST w/ %" DlA. x 9"
LAG SCREWS1%'FROM TO OF SLAB
NOTE: OVERALL
SLAB SIZE TO BE
DETERMINED
BY OWNER
'1x6 T&G ROOF
DECKING
4" CRUSHED STONE
24" DlA. x 36" DEEP
CONCRETE PIER
O
co
=
ft'+,
^ 1¡laı4L!=IL.n=CDTL
ROOF UNDERLAYMENT
AT EACH POST Þ#+LOCATION
CROSS SECTION 3O-YR. ASPHALT
SHINGLES
o
(4) 112" DlA. x 6" LAG
SCREWS THRU BEAM
ROOF FRAMI NG PLAN
AND INTO POST
BxBCORNERPOSï-
NOTCHED 3" FoR 6x12 BEA[/
AND 1" FOR 4x12 TIE BEAM
{4) 1t2'DlA. x 9" LAG
SCREWS THRU 6x12 BEAM,
POST AND INTO 4x12 TIE BEAM
1/8'THICK STEEL ANGLE
(-tz
-ttu
o
(o
I
1
HOLES FoR (5) #8 x 2%" WOOD
SCREWS TO ATTACH TO POST
FOR 1/2'DlA. x 4" CONCRETE
Mitchell
ANCHOR Er\TBEDDED 3%' (MlN.)
INTO CONCRETEDigitally signed
HEADER / POST / TIE BEAM
STEEL L-BRACKET DETAIL
NO SCALE
CONNECTI ON DETAIL
PLOT DATE 26,2014 SCALE: l" = 1'-0"
SITE ADDRESS:12'x16' ROUGH CUT CEDAR GABLE RAIVADA PAVILION
MITCHELL S. WEAVER, P.E
.10319 ROUTE ROAD
LILLIAN, AL 36549
FIFTHROOM.COM
541 O ROUTE B
GIBSONIA, PA 15044
BATTLEMENT MESA SERVICE ASSOCIATION
401 ARROYO DRIVE
PARACHUTE, CO 81635
DATE 7 t18t18 SCALE 114" = 1'-0" U.N.o.
P.N 13-1e (12-03)
i,. :.i,,'\.\ -
4x12TlE BEAM AT GABLE ENDS,
BEARS ON 1- POST NOTCH
F:tro
LU-
-JJ
tt!
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Xo
É.ùo-
C\
12 BEAM, NOTCHED 3" AT POSÏ,
ATTACHED TO POST AND 4x12
TIE BEAM wt (4)%" DlA. x 9" LAG î
SCREWS (SEE DETAIL) -
11'-4- PIER / POST CENTERS
STEEL L.BRACKET TO
ATTACH POST ÏO
CoNCRETE; USE (4)
PER POST (SEE DEïAIL)
2x4 COLLAR TIE (3 TOTAL;
SEE ROOF FRAM¡NG PLAN)
(14) 16d (3%")
NAILS EACH
END
12'-0" OUTSIDE OF POSTS
,3" b¿
4 x 12 TIE BEAML
11'.4' POST CENTERS
.\t-BEAM BELOW
12TIE
2x4 COLLAR TIE
o)
2x4 COLLAR TIE
3xB RAFTFRS
@24" O.C.
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o)
- - - 2x4 Õ,ôLtÃR T-lE-
BEAM BELOW
121t8rs
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REVISIONS 912611B
SHEET NO. 2 OF 2
-ìi-
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I
Ílu^rþlW f?rq pr
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LñGEND
SITE PLAI\I --l-'.Ên
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FROPO3ÉD ShAOÉ f,<Er
NATIVE GRA55E5
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LOCATiON
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MULCiJ AND SHRLE
RE.LOCATED
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SMALL WA.LL A,i\iD
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COMFASS RO3E
TURKTY TRAIL lI'.¡IERPF\ETIVf 9iGN
ALCOVE V//LIhIITED
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RESTING AREA W1TH
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GRO UP CON9TN3U9 AND CRA DTSIGN NOTE9:
-FARKING TOR IO CARS
-TXTTNDTD TRAIL TO TOP OT HILL
-LABYRINTI-I - PTA GRAVTL PATHS WITI-1
DTCOMPOSED GRANITT TILL
.HALT TREE BENCH
-SCATTER I NTTRPRfl-IVE 3IGN5
_HILLSIDT tsOULDERS AT ALCOVE LOCATIONg,
IN_DETWELN EXTENSIVE AND LIMITTD DOULDTR3
- DRINKING TOUNTAIN WITI-I DOG DISH
- MULT LT INTTR.FRilIVE 5IGNg
- NO rrNcr
_ ROCK THTME IN ALCOVTS, SHTLTER BA5T5,
SIGN ts43E5, DRINKING TOUNTAIN, UNDTR
BTNCHTS, AROUND TRTE
o 62 o
LAND PLÀ]NN¡NG AND
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