HomeMy WebLinkAboutSOLAR RAIL PAPERWORK1. APPLICABLE CODE: 2017 FLORIDA BUILDING CODE 60, ED.B ASCE 7-10 MINIMUM DESIGN LOADS
FOR BUILDING AND OTHER STRUCTURES.
2. BOLT DIAMETER AND EMBEDMENT LENGTHS ARE DESIGNED PER NDS(2012) REQUIREMENTS. ALL BOLT
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 610545 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 f80BUILDING.CHAPTER
-
16 AND "FBGRESIDENTIAL CHAPTER 3. BUILDING STRUCTURE WILL SAFELY ACCOMMODATE CALCULATED
WIND LATERAL AND UPLIFT FORCES, AND EQUIPMENT DEAD LOADS.
ULTIMATE
WIND EXPOSURE
WIND EXPOSURE
WIND EXPOSURE
EMBED.
WIND SPEED
MAX SPAN, MAX
MAX SPAN, MAX
MAX SPAN, MAX
DEPTH
Vµ(MPH)
CANTILEVER
CANTILEVER
CANTILEVER
REG.
170
4-0" O.C. , V-4" O.C.
40' O.C. , V.4" O.C.`
2'-0" O.0 , 9" O.0
3" •
ITEMDESCRIPTION
QTY.
1
FLANGE, HEX HEADS/16•-18
1
X V UNC-2a GRADE a ZINC
2
POST, 1-1/4' O➢ X 3-1/4',
6063-7516061-T6,. HILL
1
3
WASHER, SEALING, 5/16' ID X
I-1/4' ODEPDN BONDED SS
I
4
FLASHIN , REPLACEMENT I ,
b25 CONE ALWINUM HILL
1
5
COLLAR, COUNTER FLASHING,
1-1/4 ID EPDN
1
6
WASHLK, w➢ n
X I' OD, 1B-B SS
1
A
T
8-8 SS
1
8
IE
X P UNC-2A IB-8 SS
I
#10-16if ST STL SELF TAPPING 12" ALUMINOm INTERNAL
SC EW TYP 4 PLCS PER BEAM SPLICE SPLICE BAR (USE WHEN
SPLICE AT MID -SPAN W
o (A) #10 61X2" ST STL SELF
TAPPING SCREWS TYP
�0 IR NRIDGE XR100 ALUM RAIL TYP.
AL ANGLE�g TYPICAL SOLAR RAIL BEAM SPLICE DETAIL 5
SCALE: 1 12"=V-0"
CUT OUT OR REMOVE TILE TO INSTALL "ROOF ATTACHMENT. RE -INSTALL,.
-- - - - - REFILL AND RESEAL TILES AFFECTED WITH APPROVED ROOF MATERIALS
AVAILABLE IN RACKING COMPONENTS
FILL, AND BLACK NOT INCLUDED -�
FINISHES
FLASHFOOT2 & QMOUNT TILE REPALCEMENT DETAIL
- SCHEDULE REFLECTS COMPONENTS AND CLADDING (CBOT NOMINAL WIND PRESSURES WITH --
EXPOSURE "B" - "C" - W, RISK CATEGORY II , ENCLOSED BUILDING AND h < 30'-0" PER ASCE 7-10 S.Y.P. 2X4 LOCATE BETWEEN
"MINIMUM DESIGN LOADS FOR BUILDING AND OTHER STRUCIURES" AND 2017 F.B.C. 6th ED TRUSSES AND NAIL WITH
• LAG BOLT DEPTH REQUIRED IN WOOD MEMBER EXCLUDES ANY ROOF DECKING THICKNESS. 2-16D NAIL PATTERN AT EACH
3RD RAIL 15 REQUIRED PER ROW OR COLUMN FOR SPECIFIED WIND SPEED AND EXPOSURE END TO WOOD TRUSS
INSTALLATION MODULES SHALL BE LOCATED IN ROOF WIND ZONE 1 AND 2 WIND ZONE 3
REQUIRES SITE SPECIFIC
STRUCTURAL ENGINEERS APPROVAL
P I O
ROOF WIND AREA ZONES
HIP END BUILDING ROOF
WIND AREA ZONES
4'
0
L CONCRETE TILE OR
COPMPOSITION SHINGLE
ROOF FINISH
TYPICAL PHOTOVOLTAIC ARRAY PITCHED ROOF
LAYOUT - WIND ZONES - SCHEDULE - PLAN
SCALE: NONE
MISSED TRUSS CONNECTION DETAIL
SCALE: 1 2"=V-0"
TIGHTEN TO TORQUE PER
MANUF. INSTRUCTIONS
PHOTOVOLTAIC MODULE
TYP.
ALUM L-FOOT TYP
STANDOFF
e" -16 HEX CAP ST STL'
BOLT AND ST STL
SERRATED FLANGE NUT
TYP.
FLAT OR BARREL
ROOF TILES
TYP.
WOOD-/ ' \-WOOD ROOF
SHEATHING TRUSS TYP.
CONIC TILE CONNECTION DETAIL
SCALE: 1 ;"=1'-0"
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
SHEATHING
COM
COPYRIGHTED BY CASTILLO ENGINEERING SERVICES, LLC
IRONRIDGE MID OR
END CLAMP
IRONRIDGE XR100
RAIL
QMOUNT TILE REPLACEMENT
FLASHING
QMOUNT TILE REPLACEMENT
ATTACHMENT
- (2)6" ST STL LAG BOLT - SEE
SCH FOR EMBED DEPTH REQ.
END -CLAMP OR MID
%'- — (1)I6"STSTL
LAG BOLT -
SEE SCH FOR
WOOD ROOF EMBED DEPTH
TRUSS TYP. REQUIRED
IRONRIDGE
XR100 TYP.
- COMPOSITION
SHINGLE/METAL
ROOF (DET
OMITTED FOR
CLARITY)
IRONRIDGE
FLASHFOOT2 TYP.
METAL ROOF FINISH
SCALE: 1 z =1' 0"
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