HomeMy WebLinkAbout2021 - Site Plan ReviewM%
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oestrangte .h -oh ontr'ed Ir: the
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h t I lf,,re- e. d culor to the odd, of frame
MY T1 , t - t c.lblin g t d: ,1
REACTIONS
PV MODULES
NO TO SCALE
FLANGE
BRACE
STIFFENERS
B.S. (TYP)
iI 223a t
-- 51a 5 n IZi///
RAFTERr---
' I� MIN. ELEV. +14 101%% s
14-0"CLEAR HEIGHT
CONNECTION PLATES:
RAFTER PLATE: 1" x 8" x 2'-2
COLUMN PLATE: 1" x 10" x 2'-2 $$"
W/ (8) GALV 11'a•' DIA. ` H.S.B. W/
(1) WASHER UNDER TURNING
IIS ELEMENT
B CONNECTION DETAIL
C1
PV MODULES
NOT TO SCALE
ELEV. +14'-0"/
@OT BOF RAFTER - —
RAFTER: 8" TO 26" TO 8 B.U.
FLANGES: 8 x 3g
WEB (1): 3i6
WEB (2):Ya'
* CBC REFERENCE ELEVATION IS NOT BASED
ON SITE SPECIFIC SURVEY. ALL DIMENSIONS
SHOWN ARE BASED ON GRADE LEVEL WITH
HORIZON. CUSTOMER MUST CONSIDER
UNEVEN GRADE AND THE GRADE'S IMPACT
ON VERTICAL CLEARANCE. CUSTOMER MUST
CONSIDER GRADE AND SPECIFY l
COLUMN HEIGHT/VERTICAL CLEAR.
* H.S.B. ASSEMBLY:
(1) A325 BOLT
(1) A563 NUT (LUBRICATED)
(1) F436 WASHER UNDER
TURNING ELEMENT
12
1.577 1
r
(7.49 DEGREES) -- -
FLANGE) s • 4'-S1ie
-2a
-.. _ (TOP
tt
3.1 a-516- IF
L
COLUMN: 18" TO 18" B.U.
FLANGES: 10" x
WEB: Site"
-71, I (1)
(2) a 1FB-
_„� ELEV=+1410t5)6@,y
- TOP OFCOLUMN
III G1
o,.
1 J�, �-
BASEPLATE B
–FINISHED SEE DETAIL Al
i
+0'-0" @ALL FRAME LINES * % GRADE
ZON
SEE ANCHOR BOLT PLAN FOR -
COLUMN BASE PLATE
ELEVATIONS
SEE FOUNDATION DRAWINGS–' MAY
BY OTHERS FOR t IAY 1 7 202
FOUNDATION DESIGN
HEALTH DEPT.
18'-10" 5. 6tz
24'-4t{'
OUT TO OUT OF RAFTER TOP FLANGE
3
CP1 & CP2
A CR ON
C1
m
a
c
!I b 1 T11 CP7
j y j 4 CP2
bl._...._ 1 1 CP3
II
SITE KEY
\ 3
1- _lea 7
, a ,tea
f w a n n tht bI e n d
t Detign Wino Speed ond ure 11d
F L'np E pd t d ny pl s
la - h 9 d f dnt by t_
ntj tile 1 f f
M1a ,tel frr a FaP nRci las to the 'I.- .f f
WT = Tc ....a nle—n. crodt <0,, ungrtoe,nal -c
REACTIONS
L V ...
PV MODULES, `I „
NO TO SCALE _
_= �= Jr FLANGE
BRACE
IFFENERS ♦! I', VVV
B.S.(iYP)
I z4a I
3"
X
12
1.$77 F_
(7.49 DEGREES)s • $-S1te
2'-2 a _ 1
((OP FLA ... E, t1 2--23
234 - 1 -- 4 51116
16
�_-
2,23,4' 4'-51116 ss _ FA-
_. r _ B.S.
PV MODULES Z_2 344,-5 15 * 11 * r A II
NOT TO SCALE FA- B.S.
4 16 _
FA- o c
I
�I MIN.ELEV. +15-73z"=
J 14'-0 CLEAR HEIGHT 6
CONNECTION PLATES:
RAFTER PLATE: 1" x 10" x 2' -4? -a'
I
COLUMN PLATE: 1" x 10" x 2'-43/4'
W/ (8) GALV 134" DIA * H.S.B. W/
j (1) WASHER UNDERTURNING
III ELEMENT
B CONNECTION DETAIL
2
RAFTER: 8" TO 28' TO 8" B.U.
FLANGES 10x)'2"
WEB. 3;"
COLUMN: 20"7020 B.U.
FLANGES: 10 ON 34
WEB: ?it"
* CBC REFERENCE ELEVATION IS NOT BASED
ON SITE SPECIFIC SURVEY. ALL DIMENSIONS
SHOWN ARE BASED ON GRADE LEVEL WITH
HORIZON. CUSTOMER MUST CONSIDER
UNEVEN GRADE AND THE GRADE'S IMPACT
ON VERTICAL CLEARANCE CUSTOMER MUST
LGONSIDER GRADE AND SPECIFY REQ'D
COLUMN HEIGHTIVERTICAL CLEAR.
H.S.B. ASSEMBLY:
(1) A325 BOLT
(1) A563 NUT (LUBRICATED)
(1) F436 WASHER UNDER
TURNING ELEMENT
25,_534,
-1'-_---___ EUEV. _ +15'_rz g
- TOPOFCOLUMN
B
C2 '
SEE DETAIL
1 SEE ANCHOR BOLT PLAN FOR
COLUMN BASE PLATE
ELEVATIONS
SEE FOUNDATION DRAWINGS
BY OTHERS FOR
FOUNDATION DESIGN
25' 534"
50'-111z'
CP3
(X)CROSS SECTION
I C
GRADE
5/12/21
BRIAN G. YERGATIAN DATE
PROFESSIONAL ENGINEER
261 WHITES PATH
IN
YARMOUTH PORT
MASSACHUSETTS
(BARNSTABLE COUNTY)
SITE PLAN
APRIL 8, 2021
1 1 1 5/12/21 1 ADDITIONAL TREES
PREPARED FOR:
NEXTGRID, INC.
PO BOX 7775, #73069
SAN FRANCISCO, CA 94120
9 BSC GROUP
349 Main Street - Route 28
West Yarmouth, Massachusetts
02673
508 778 8919
2021 Tke BSC Group, Inc.
SCALE: 1" = 30,
0 15 30 60
FILE: YAR\5052800\C\D\5052800—SP.dwg
DWG.: DWG
JOB. NO: 5-0528.00 SHEET 1 OF 1