HomeMy WebLinkAboutIRONRIDGE STRUCTURAL CONNECTIONS FOR PV MODULE ARRAY ON PITCHED ROOF�7
PHOTOVOLTAIC MODULE GENL cc L NOTES:
1. APPLICABLE CODE: 2017 FLORIDA BUILDING CODE 6th ED. & ASCE 7.10 MINIMUM DESIGN LOAI
FOR BUILDING AND OTHER STRUCTURES.
2. BOLT DIAMETER_AND EMB.EDWENLLENG.THS-ARE-DESIGNED-PER-N DS(201.2)-REQUIREMENTS.-ALL
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'-0" MEAN ROOF HEIGHT.
4. ROOF SEALANTS SHALL CONFORM TO ASTM C920 AND ASTM, 6511.
5. THIS SHEET REFLECTS STRUCTURAL CONNECTIONS ONLY. REFER TO MANUFACTURER MANUAL
FOR ALL ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND SOLAR SPECS.
6. ALL ALUMINUM COMPONENTS SHALL BE ANODIZED ALUMINUM 6105-T5 UNLESS OTHERWISE NOTED.
7. LAG BOLTS SHALL BE ASTM, A276 STAINLESS STEEL UNLESS OTHERWISE NOTED.
B. ALL IRONRIDGE RAILING AND MODULES SHALL BE INSTALLED PER MANUFACTURER INSTRUCTIONS_
9.l CERTIFY THAT THE INSTALLATION OF THE MODULES IS IN COMPLIANCE WITH FBGBUILDING 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
Vub (MPH)
CANTILEVER
CANTILEVER-
CANTILEVER
REQ.
170
40" O.C.11'-4' O.C. -:
`1-07 O.C. , 414" O.C.
2'-0" O.C. , 9" O.C.
3" •
FRECIEVED
3..2018., _
nty; Permitting
- SCHEDULE REFLECTS COMPONENTS AND -CLADDING (C&C) NOMINAL WIND PRESSURES WITH
EXPOSURE "B" - "C' - "DR, 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 IS REQUIRED PER ROW OR COLUMN FOR SPECIFIED WIND SPEED AND EXPOSURE.
INSTALLATION OF MODULES SHALL BE LOCATED IN ROOF WIND ZONE I AND 2. WIND ZONE 3
REQUIRES SITE SPECIFIC STRUCTURAL ENGINEERS APPROVAL
3
2
GABLE END BUILDING Cl
ROOF WIND AREA ZONES
3
2
3
2
23
1�1
�teR� 1
�■RiRR9ERi
raPw: �
3
2
HIP END BUILDING ROOF 0
WIND AREA ZONES
m
4' TYP.
L CONCRETE TILE OR
COPMPOSITION SHINGLE
ROOF FINISH
TYPICAL PHOTOVOLTAIC ARRAY PITCHED ROOF
LAYOUT - WIND ZONES - SCHEDULE - PLAN
SCALE: NONE
wm%b
1NO
DESCRIPTION
OTY,
1
ICA SCREW, SERRATED
FLANGE, HEX HEAD5/16'-18
1
' UNC-2A. GRAD NC
2
POST, 1-1/4' OD X 3-1/4',
1
6663-T5/6063-T6, MILL
3
WASHER, SEALING, /16' ID X
1-1/4' OD EPDM BONDED SS
1
4
FLASHING, REPLACEMENT TILE,
1
b25' CONE ALUMINUM MILL
5
LINT FLASHING,
—
1-1/4'-ID-EPDM
—1
6
V9RMTTEM,/1 , 111
X L' OD 18-8 SS
L
7
18-8 SSUFTOT77m
1
8
HEAD
X V UNC-2A 18-8 SS'
1
7
�A
6 'A
AL ANGLE
AVAILABLE IN RACKING COMPONENTS
MILL, AND BLACK NOT INCLUDED
FINISHES ` ` 3
�` 7 2
FLASHFOOT2 & QMOUNT TILE REPALCEMENT DETAIL
m
S.Y.P. 2X4 LOCATE BETWEEN
TRUSSES AND NAIL WITH
2-16D NAIL PATTERN AT EACH
END TO WOOD TRUSS
1111-0111111001
MISSED TRUSS CONNECTION DETAIL
SCALE: 1 ;"=1'-0"
#1 ST STL SELF TAPPING 12" ALUI.'� �!�'M INTERNAL
SCREW TYP 4 PLCS PER BEAM SPLICE SPLICE BAR (USE WHEN
__ SPUCE AT MID -SPAN W/
TYP
XR100 ALUM RAIL TYP.
TYPICAL SOLAR RAIL BEAM SPLICE DETAIL 5
SCALE: 1 �'=1'-0" $-01
CUT OUT OR REMOVE TILE TO INSTALL "ROOF ATTACHMENT.
RE -FILL AND RE -SEAL TILES AFFECTED WITH APPROVED ROOF
TIGHTEN TO TORQUE PER
MANUF. INSTRUCTIONS
PHOTOVOLTAIC MODULE
TYP.
IRONRIDGE MID OR
ALUM L-FOOT TYP EACH END CLAMP
STANDOFF
8" - 16 HEX CAP ST STL : _ IRONRIDGE XR100
BOLT AND ST STL RAIL
SERRATED FLANGE NUT
TYP. - '
-,
QMOUNT TILE REPLACEMENT
FLASHING
AMOUNT TILE REPLACEMENT
ATTACHMENT
FLAT OR BARREL
- - = ROOF TILES
TYP.
WOOD
WOOD ROOF
(2)16" ST STL LAG BOLT -SEE
SHEATHING
TRUSS TYP.
SCH FOR EMBED DEPTH REQ.
CONC TILE CONNECTION DETAIL
2
SCALE: 1 i"=1'-0"
� END -CLAMP OR MID CLAMP
S-01"
T.-.
8" - 16 HEX CAP ST STL
_--=
BOLT AND ST STL
IRONRIDGE
SERRATED FLANGE -NUT
XR100 TYP.
TYP.
PHOTOVOLTAIC'
=-- !
MODULE TYP.
- - =-
COMPOSITION
S.Y.P. 2X4 LOCATE BETWEEN
--
SHINGLE/METAL
—TRUSSES AND NAIL WITH
- —
ROOF (DET
2-16D NAIL PATTERN AT EACH
OMITTED FOR
END TO WOOD TRUSS
CLARITY)
(1)16" ST STL
IRONRIDGE
LAG BOLT -
FLASHFOOT2 TYP.
WOOD ----="
SEE SCH FOR
SHEATHING —= WOOD ROOF
EMBED DEPTH
TRUSS TYP.
REQUIRED
4
COMPOSITI N SHINGLE METAL
ROOF FINISH
3
S-01
CONNECTION DETAIL
SCALE: 12"=V-D"
S-o1,
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Engineering
DESIGNED TO PERMITS
CASTILLO ENGINEERING
SERVICES, LLC
CAA 11 M45
2381 CREST RIDGE COURT
SANFORD, FL 32771
T& 407474.91815 MORATES E WIM0-R PE 525M
REVISIONS
DESCRIPTION
DATE
REV
PROJECT DEVELOPER
SEP 2 1 2018
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SHEET NAME
DATA SHEET
SHEET SIZE
ANSI B
1 111 X 1711
SHEET NUMBER
5-01
ST.LUCIE COUdHY
PLAN REVIEW
BLDG:
DATE:
_ ELE
DAT �
- - - PLUMB.
DATE:
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