HomeMy WebLinkAboutSOLAR RAIL DETAILS PAPERWORKFOR BUILDING AND OTHER STRUCTURES.
2. BOLT DIAMETER AND EMBEDMENT LENGTHS ARE DESIGNED PER NDS12012) REQUIREMENTS. ALL BOLT
CAPACITIES ARE BASED ON A SOUTHERN YELLOW PINE (SYP) WOOD ROOF TRUSS AS EMBEDMENT
MATERIAL
3. ALL WIND DESIGN CRITERIA AND PARAMETERS ARE FOR HIP AND GABLE RESIENTIAL ROOFS,
CONSIDERING FROM A 7" TO A MAXIMUM 27" (2/12 TO A MAXIMUM 6/12 PITCH) ROOF IN
SCHEDULE ALL RESIDENTIAL ROOFS SHALL NOT EXCEED 30'4" MEAN ROOF HEIGHT.
4. ROOF SEALANTS SHALL CONFORM TO ASTM C920 AND ASTM 6511.
S. THIS SHEET REFLECTS STRUCTURAL CONNECTIONS ONLY. REFER TO MANUFACTURER MANUAL
FOR ALCARCHITECTURAL, MECHANICAL, ELECTRICAL, AND SOLAR SPECS.
6. ALL ALUMINUM COMPONENTS SHALL BE ANODIZED ALUMINUM6105-T5 UNLESS OTHERWISE NOTED.
7. LAG BOLTS SHALL BE ASTM A276 STAINLESS STEEL UNLESS OTHERWISE NOTED.
8. ALL IRONRIDGE RAILING AND MODULES SHALL BE INSTALLED PER MANUFACTURER INSTRUCTIONS.
9.1 CERTIFY THAT THE INSTALLATION OF THE MODULES IS IN COMPLIANCE WITH FBC,BUILDING CHAPTER
16 AND FBGRESIDENTIAL CHAPTER 3. BUILDING STRUCTURE WILL SAFELY ACCOMMODATE CALCULATED
WIND LATERAL AND UPLIFT FORCES, AND EQUIPMENT DEAD LOADS.
ULTIMATE
WIND EXPOSURE B
WIND EXPOSURE C
WIND EXPOSURE D
EMBED.
WIND SPEED
MAX SPAN, MAX
MAX SPAN, MAX
MAX SPAN, MAX
DEPTH
Val(MPH)
CANTILEVER
CANTILEVER
CANTILEVER
RE-Q.
170
4'.0" O.0 ,1'-4' O.0
4'-C O.0 , V-4' O.C."
2'-0" O.C, 9" O.0 "
3-
- SCHEDULE REFLECTS COMPONENTS AND CLADDING pq NOMINAL WIND PRESSURES WITH
EXPOSURE "B" - "C" -"D, RISK CATEGORY II , ENCLOSED BUILDING AND h < 30'-0" PER ASCE 7-10
"MINIMUM DESIGN LOADS FOR BUILDING AND OTHER STRUCTURES" AND 2017 F.B.C. 6th ED
" LAG BOLT DEPTH REQUIRED IN WOOD MEMBER EXCLUDES ANY ROOF DECKING THICKNESS.
3RD -RAIL REQUIRED PER ROW OR COLUMN FOR SPECIFIED WIND SPEED AND EXPOSURE
y111" ^❑JUJ.Te
INSTALLATION OF MODULES SHALL BE LOCATED IN'ROOF WIND ZONE I AND 2. WIND ZONE
REQUIRES SITE SPECIFIC STRUCTURAL ENGINEERS APPROVAL
� BUILDING 0
OO P .REZONES
111111111111161 m
t_
m
O
_ HIP. END -BUILDING ROOF
" WIND AREA ZONES /
u
� CONCRETETILEOR
COPMPOSITION SHINGLE
ROOF FINISH
TYPICAL PHOTOVOLTAIC ARRAY PITCHED ROOF
LAYOUT - WIND ZONES - SCHEDULE - PLAN
#10-102i2 ST H-%i-TAPPING
12" ALUMnium INTERNAL
SC EW TYP 4 SPUCE BAR (USE WHEN
- -- SPLICE AT MID -SPAN W/
(q) #10-16XZ' ST STL SELF
B —_----
SCREWS TYP
ITEM
NIL
DESCRIPTION
OTT.
ICM
FLANGE,, HEX FEAD,5/16'-I8
L
601 HILL
3
VASHER, SEALGIG, 5/16' ID %
1-1/4' OD,EPOM BONDED SS
I
4
H NG, REPLACEMENT TILE,
b25' CU&d ALUMDA➢1 MILL
1
- 5
COLLAR,-C UTLRJIASNING,_
1-1/4' To EPDM
1.
6
VASH,R, fLNIAY,/1 ' 13
X V TO. I8-8 SS
1
T
18-8 SS
B
RIA
% 1' IWC-2A 18-8 S$
1
7 IR NRIDGE XR100 ALUM RAIL TYP.
ID
6 AL ANGLE O TYPICAL SOLAR RAIL BEAM SPLICE DETAIL 5
SCALE: 1 =V-0"
AVAILABLE IN RACIONG COMPONENTS
MILL, AND BLACK NOT INCLUDED
FINISHES `
✓ram
FLASHFOOT2 & QMOUNT TILE REPALCEMENT DETAIL
w
S.Y.P. 2X4 LOCATE BETWEEN
TRUSSES AND NAIL WITH
2-16D NAIL PATTERN AT EACH
END TO WOOD TRUSS
MISSED TRUSS CONNECTION DETAIL
CUT OUT OR REMOVE TILE TO INSTALL
"ROOF RE -FILL R L A E-SEAL TILES AFFECTED WITHAPPROVED ROOF
TIGHTEN TO TORQUE PER
MANUF. INSTRUCTIONS
PHOTOVOLTAIC MODULE
TYP.
IRONRIDGE MID OR
ALUM L-FOOT TYP EACH END CLAMP
STANDOFF
e" -16 HEX CAP ST STL IRONRIDGE XR100
BOLT AND ST STL " " -" " : RAIL
SERRATED FLANGE NUT
TYP. " "
QMOUNT TILE REPLACEMENT
FLASHING
,
"
QMOUNT TILE REPLACEMENT
ATTACHMENT
FLAT OR BARREL
ROOF TILES
TYP.
WOOD
WOOD ROOF
(2) 76' ST STL LAG BOLT - SEE
SHEATHING
TRUSS TYP.
SCH FOR EMBED DEPTH REQ.
CONIC TILE CONNECTION DETAIL
SCALE 1 z"=V-0"
]— END -CLAMP OR MID CLAMP S-01
16 HEX CAP ST STL
BOLT AND ST STL
SERRATED FLANGE -NUT
TYP.
PHOTOVOLTAIC
MODULE TYP.
S.Y.P. 2X4 LOCATE BETWEEN
TRUSSES AND NAIL WITH
2-16D NAIL PATTERN AT EACH
END TO WOOD TRUSS
(1)1 y" ST STL
LAG BOLT -
WOOD SEE SCH FOR
SHEATHING WOOD ROOF EMBED DEPTH
TRUSS TYP. REQUIRED
SCALE: 1 z"=V-0" \S-01/ CONNECTION D
COPYRIGHTED BY CASTILLO ENGINEERING SERVICES, LLC
IRONRIDGE
XRI00 TYP.
- COMPOSITION
SHINGLE/METAL
ROOF (DET
OMITTED FOR
CLARITY)
IRONRIDGE
FLASHFOOT2 TYP.
METAL ROOF FINISH
SCALE I '"=1'-O"
Castillo
Engineering
"evcrvev ]o nvun.
CASTILLO ENGINEERING
_ _ - _ SERVICES, LLC
COgtl]&t,5 —
2381 CREST RIDGECOURT
SANFORD, FL 3271
Ttl„0I4]I.pl B19.VA3pi5 E C/511LL0 � it f i 5}]p0
REVISIONS
DESCRIPTION
EF
PROJECTDEVELOPE``R
6K rvA
project solutions
L 1
S�gom"r A,kA
o0 NOW 'Z 6 2018
N
O 0O
V �
W Q
Z x
O U
J 1
Z3 o `SL'gNNF
Z otZU 8y
cie
a
W Coon
W
0
In 0
� O
O
P a
SHEET NAME
DATA SHEET
SHEET SIZE
ANSI B
11"X 17"
SHEET NUMBER
S-01
RECEIVED
NOV 2 9 2018 w
::
ST. Luc
county, Permitting
,
s:
ST.LUCIE COUNTY
PLAN REVIEW
BLDG:
DATE:
ELE-/
DATF1
PLUMB:
DATE
MECH:
DATE