HomeMy WebLinkAboutIRONRIDGE STRUCTURAL CONNECTIONS FOR PV MODULE ON PITCHED ROOF1
PHOTOVOLTAIC MODULE-GENiL, NOTES:- _
1. APPLICABLE CODE: 2017 FLORIDA BUILDING CODE 6th ED. & ASCE 7-10 MINIMUM'DESIG
FOR BUILDING AND OTHER STRUCTURES.
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 C926 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.
9.1 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
VEn(MPH)
CANTILEVER
CANTILEVER
CANTILEVER
REQ.
170
4'-0" O.C.,1'-4" O.C.
ww
4'-0' O.C. ,1'.4" G.C.
2'-0" O.C. , 9" O.C.3"
*
ocl 0 3 2019
- SCHEDULE REFLECTS COMPONENTS AND -CLADDING (C&C) NOMINAL WIND PRESSURES WITH
EXPOSURE "B" - "C" - "D°, RISK CATEGORY I(, 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-SHALLBE'LOCATED IN ROOF WIND ZONE 1 AND 2. WIND ZONE 3
REQUIRES SITE SPECIFIC STRUCTURAL -,ENGINEERS APPROVAL
GABLE END BUILDING
ROOF WIND AREA ZONES
n
HIP END BUILDING ROOF
WIND AREA ZONES /
C
4' TYP.
L CONCRETE TILE OR
COPMPOSITION SHINGLE
ROOF FINISH
TYPICAL PHOTOVOLTAIC ARRAY PITCHED ROOF
LAYOUT - WIND ZONES - SCHEDULE - PLAN
SCALE: NONE
d
N ILM
DESCRIPTMN
QTY.
1
CAP SCREW, SERRATLF
FLANGE, HEX HEAD,5/16'-18
I
' C-2A GR 8 ZINC
2
POST, 1-1/4' DD X 3-1/4',
6063-TS/6063-T6, MILL
1
3
WASHER, SEALING, 5/16' ID X
1-1/4' ODJPDM BONDED SS
I
4
FLASHING, REPLACEMENT TILE,
.625' COPE ALUMINUM MILL
1
COLLAR, COUNTER FLASH 6,_
I-1/4' ID EPDM
_
1
6
WASHER / -LilI
X I. DD, 18-8 SS -
7
18-8 SS
1
B
x .V UNC-2A 18-8 Ss'
I
AVAILABLE IN RACKINQU➢E➢UNENTS
MILL, AND BLACK
FINISHES 3
2
1
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
.SCALE: I 4"=1'-0"
#1;,,- UST STL SELF TAPPING 12" ALI` . An{1M INTERNAL
SC EW TYP 4 PLCS PER BEAM SPLICE SPLICE BAR (USE WHEN
- -- = -- SPLICE AT MID -SPAN W/
—o_= —_
o (4) # W-1�X2'3T STL SELF
TAPPING SCREWS TYP
IR NRIDGE 2100 ALUM RAIL TYP.
TYPICAL SOLAR RAIL BEAM SPLICE DETAIL 5
SCALE: 1 2"=1'-0" $-01
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
QMOUNT TILE REPLACEMENT
ATTACHMENT
- - FLAT OR BARREL
- = ROOF TILES
TYP.
WOAOTHING
WOOD ROOF
(2) 1" ST STL LAG BOLT - SEE
TRUSS TYP.
SCH FOR EMBED DEPTH REQ.
CONIC TILE CONNECTION DETAIL
2
SCALE: 1 z'=1'-0"
/ — END -CLAMP OR MID CLAMP
S-01J
8" - 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
WOOD —i
SHEATHING
COPYRIGHTED BY CASTILLO ENGINEERING SERVICES, LLC
IRONRIDGE
XR100 TYP.
/ COMPOSITION
SHINGLE/METAL
ROOF (DET
OMITTED FOR
CLARITY)
(1)I6"STSTLIRONRIDGE
LAG BOLT - FLASHFOOT2 TYP.
_ SEE SCH FOR
WOOD ROOF EMBED DEPTH
TRUSS TYP. REQUIRED
I SHINGLE METAL ROOF FINISH 3
DETAIL SCALE: 12"=1'-0" Sol
Castillo (Gill,
Engineering
DESIGNED TO PERMIT®
CASTILLO ENGINEERING
SERVICES, U.0
COA*11834S
2381 CREST RIDGE COURT
SANFORD, FL 32771
TIL 407. 74-9181ERNOOWTESE CAMLLO-R PE S2590
REVISIONS
DESCRIPTION
DATE
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PROJECT DEVELOPER
SEP 2 1 2018
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SHEET NAME
DATA SHEET
SHEET SIZE
ANSI B
1111 X 1711
SHEET NUMBER
S-01
STP�REVIE
DATE:
DATE -
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