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GmtRAL NOTES:
FOR BUILDING AND OTHER STRUCTURES.
2. BOLT DIAMETER AND EMBEDMENT LENGTHS ARE DESIGNED PER NDS(2012) 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'-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.
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 FBOBUILDING CHAPTER
16 AND FBGRESIDENTIAL CHAPTER 3. BUILDING STRUCTURE WILL SAFELY ACCOMMODATE CALCULATED
WIND LATERAL AND UPLIFT FORCES, AND EQUIPMENT DEAD LOADS.
ULTIMATE
WIND SPEED
V,*(MPH)
WIND EXPOSURE B
MAX SPAN, MAX
CANTILEVER
WIND EXPOSURE C
MAX SPAN, MAX
CANTILEVER
WIND EXPOSURE D
MAX SPAN, MAX
CANTILEVER
EMBED.
DEPTH
REQ.
110
6'-0" O.C. , V-4" O.C.
6'-0" O.C., V-4" O.C.
4-0" O.C.,1'-4" O.C.
3"*
120
6'-0" O.C.,1'-4" O.C.
4'-O" O.C.,1'-4" O.C.
40" O.C.,1'-4" O.C.
3'*
130
4'-0" O.C.,1'-4" O.C.
4'-0" O.C.,1'-4" O.C.
40" O.C. ,1'-4" O.C.
3"*
140
4'-0" O.C.,1'-4" O.C.
4'-0" O.C. , 1'.4" O.C.
4-0" O.C. ,1'-4" O.C.
3"*
150
4'-0' O.C., 1-4- O.C.
4'-T O.C., 1'4' O.C.
4-0" O.C.,1'-4" O.C.
3'*
160
4' 0" O.C. ,1'-4' O.C.
4'-0" O.C.,1'-4" O.C.
4-0" O.C. ,1'-4" O.C.
3"
170
4-0" O.C., V-4" O.C.
4'-0" O.C.,1'-4' O.C.
2'-0' O.C., 9" O.C.
3'*
- SCHEDULE REFLECTS COMPONENTS AND CLADDING (C&C) NOMINAL WIND PRESSURES WITH
EXPOSURE "B" - "C" - "D', RISK CATEGORY II , ENCLOSED BUILDING AND h < 30'-T 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 SPEOFIED WIND SPEED AND EXPOSURE
INSTALLATION OF MODULES SHALL BE LOCATED IN ROOF WIND ZONE 1 AND 2. WIND ZONE 3
REQUIRES SITE SPECIFIC STRUCTURAL ENGINEERS APPROVAL
3
2
GABLE END BUILDING 1
ROOF WIND AREA ZONES
3
2
3
2
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HIP END BUILDING ROOF
WIND AREA ZONES
m
4'
k- CONCRETE TILE OR
COPMPOSITION SHINGLE
ROOF FINISH
TYPICAL PHOTOVOLTAIC ARRAY PITCHED ROOF
LAYOUT - WIND ZONES - SCHEDULE - PLAN
SCALE: NONE
d
�JII,we -0
ITEM
BE
BTY.
I
FLANGE, HEX HEAD,5/16'-I8
1
X V U -2A GRADE B ZINC
2
POST, 1-1/4' OD X 3-1/4',
1
6063-T5/6063-T6, MILL
3
WASHER, SEALING, 5/16' ID X
I
1-1/4' ODEPDM BONDED SS
4
FLASHING, REPLACEMENT TILE,
1
—
.625'-CONE-ALUMINIA1-MILL—
—
5
COLLAR, COUNTER FLASHING,
1
1-1/4' ID EPDM
6
X 1' OD IB-8 SS
1
7
18-8 SS FE -
1
B
IE
X 1' CAP SIR X HEAD, 5/16'-18
UNC-2A I8-8 SS
1
#10-16x2" ST STL SELF TAPPING 12" ALUMINUM INTERNAL
SCREW TYP 4 PLCS PER BEAM SPLICE SPLICE BAR (USE WHEN
B- (APP TAPPING SCRELF
SCREWS TYP
_ IR _NRIDGE XR100 ALUM RAIL TYP.
6 AL ANGLED TYPICAL SOLAR RAIL BEAM SPLICE DETAIL 5
5� �1 SCALE: 1 2"=1'-0" S-01
AVAILABLE IN RACKING CGW NTS
HILL, AND BLACK
UD
FINISHES ` 3
2
FLASHFOOT2 & QMOUNT TILE REPALCEMENT DETAIL
RECEIVED
SEP 17 2018
ST, Lucie county, Permitting
ST.
DA
DATE:
PLUMB:
DATE:
MECH:
nATE:
MISSED
SCALE: 1 ; _
RE -FILL AND RE -SEAL TILES AFFECTED WITH APPROVED ROOF
TYP 2
TIGHTEN TO TORQUE PER
MANAF. INSTRUCTIONS
PHOTOVOLTAIC MODULE
TYP.
ALUM L-FOOT TYP EACH
STANDOFF
8" - 16 HEX CAP ST STL'
BOLT AND ST STL
SERRATED FLANGE NUT
TYP.
< 25% OF
IRONRIDGE MID OR
END CLAMP
IRONRIDGE XR100
RAIL
S.Y.P. 2X4 LOCATE BETWEEN
: -'' - - = -`_
_- QMOUNT TILE REPLACEMENT
/ TRUSSES AND NAIL WITH
= : ;,- ;; = .•"= -f-- � "`
- =
FLASHING
2-1D6D NAIL PATTERN AT EACH
ENTO WOOD TRUSS
_,_ = = ' _
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 2"=1'-0° END -CLAMP OR MID CLAMP
16 HEX CAP ST STL
BOLT AND ST STL
IRONRIDGE
SERRATED FLANGE -NUT
XR100 TYP.
= _ -- --
TYP.
---
PHOTOVOLTAIC
;X
MODULE TYP.
-
`^
COMPOSITION
S.Y.P. 2X4 LOCATE
_ =
TRUSSES AND NAIL WITH
_
-_ ROOFSHIN(E/METAL
ROOF DET
2-16D NAIL PATTERN AT EACH _ -__ =--
OMITTED FOR
END TO WOOD TRUSS_-
_�= �wr-%`
CLARITY)
(1)16" ST STL IRONRIDGE
LAG BOLT - FLASHFOOT2 TYP.
WOOD -- -
SEE SCH FOR
_
SHEATHING WOOD ROOF
EMBED DEPTH
TRUSS TYP.
REQUIRED
T L 4
COMPOSITION SHINGLE METAL ROOF FINISH 3
S-01.
CONNECTION DETAIL
SCALE: 1 ;"=1'-0" S-01,
COPYRIGHTED BY CASTILLO ENGINEERING :SERVICES, LLC
Castillo
ngineering
PERMITt
CASTILLO ENGINEERING
SERVICES,LLC
ODA # 28345
2381 CREST RIDGE COURT
- - - --SANFORD, FL 32771-- - -- -
TEL. 407-94-918JERMOCUTES L CWUO- FL PE $2590
REVISIONS
DESCRIPTION
DATE
REV
PROJECT DEVELOPER
SEP 1 1-2018
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SHEET NAME
DATA SHEET
SHEET SIZE
ANSI B
1111X 17"
SHEET NUMBER
S-01