HomeMy WebLinkAbout3301 S Park Ave 18-4733 solar planPHOTOVOLTAIC MODULE GENERAL NOTES:
I. APPLICABLE CODE: 2017 FLORIDA BUILDING CODE 6th ED. & 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
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.
A. 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.
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 FBC:RESIDENTIAL CHAPTER 3. BUILDING STRUCTURE WILL SAFELY ACCOMMODATE CALCULATED
WIND LATERAL AND UPLIFT FORCES, AND EQUIPMENT DEAD LOADS.
ULTIMATE
VINE) SPEED
WIND EXPOSURE B
MAX SPAN MAX
WIND EXPOSURE C
WIND EXPOSURE D EMBED
Vot(MPH)
,
CANTILEVER
MAX SPAN, MAX
CANTILEVER
MAX SPAN, MAX DEPTH
CANTILEVER REQ.
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 (CZi Z
B CJ 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.
INSTALLATION OF MODULES SHALL BE LOCATED IN ROOF WIND ZONE 1
REQUIRES SITE SPECIFIC STRUCTURAL ENGINEERS APPROVAL. AND 2. WIND ZONE 3
s
n`
AVAILABLE IN RACKING COMPONENTS
MILL, AND BLACK NOT INCLUDED
FINISHES ;7
� 3
2
\ 1
FLASHFOOT2 & QMOUNT TILE REPALCEMENT DETAIL
"- CONCRETE TILE OR
COMPOSITION SHINGLE
ROOF
TYPICAL PHOTOVOLTAIC ARRAY PITCHED ROOFSH
LAYOUT - WIND ZONES - SCHEDULE - PLAN
: INUIVC
/ I
S.Y.P. 2X4 LOCATE BETWEEN
TRUSSES AND NAIL WITH
2-16D NAIL PATTERN AT EACH
END i0 WOOD TRUSS
MISSED TRUSS CONNECTION DETAIL
SCALE: 1 2"=1'-0"
S.Y.P. 2X4 LOCATE BETWEEN
TRUSSES AND NAIL WITH
2-16D NAIL PATTERN AT EACH
END TO WOOD TRUSS
#10-16x2" ST STL SELF TAPPING
SC EW TYP 4 PLCS PER BEAM SPLICE 12" ALUMINUM INTERNAL
SPLICE BAR (USE WHEN
SPLICE AT MID -SPAN W/
(4) #10-16X2" ST STL SELF
IR NRIDGE XR 100 ALUM RAIL TYP. TAPPING SCREWS TYP
TYPICAL SOLAR RAIL BEAM SPLICE DETAIL
SCALE: 1 2"=1'-0" 5
S-01
CUT OUT OR REMOVE TILE TO INSTALL "ROOF ATTACHMENT. RE -INSTALL,
RE -FILL AND RE -SEAL TILES AFFECTED WITH APPROVED ROOF TERIALS
ROOF ATTACHMENTS SHALL BE FASTENED TO ROOF TRUSS
TYP 2 PLCS PER MODULE SIDE _..
U3t AN I I-bLIZE AND
TIGHTEN TO TORQUE PER
MANUF. INSTRUCTIONS
PHOTOVOLTAIC MODULE
TYP.
ALUM L -FOOT TYP EACH
STANDOFF
8" - 16 HEX CAP ST STL
BOLT AND ST STL
SERRATED FLANGE NUT
TYP.
y L—FLAT OR BARREL
ROOF TILES
WOOD TYP.
SHEATHING WOOD ROOF
CONC TILE CONNECTIONS DETAIL
Ok-ALt: 12"=1 '-0"
8" 16 HEX CAP ST STL
BOLT AND ST STL
SERRATED FLANGE -NUT
TYP.
PHOTOVOLTAIC
MODULE TYP.
WOOD ---
SHEATHING
COMPOSITI
CON
COPYRIGHTED BY CASTILE -" NECTIG
I
O ENGINEERING SERVICES. LL r
IRONRIDGE MID OR
END CLAMP
IRONRIDGE XR 100
RAIL
UMUUNT TILE REPLACEMENT
FLASHING
QMOUNT TILE REPLACEMENT
ATTACHMENT
(2)16" ST STL LAG BOLT - SEE
SCH FOR EMBED DEPTH REQ.
END -CLAMP OR MID
(1) ib" ST STL
LAG BOLT -
SEE SCH FOR
IRONRIDGE
XR 100 TYP.
— COMPOSITION
SHINGLE/METAL
ROOF (DET
OMITTED FOR
CLARITY)
IRONRIDGE
FLASHFOOT2 TYP.
WOOD ROOF EMBED DEPTH
TRUSS TYP. REQUIRED
N SHINGLE/ METAL ROOF FINISH
d Ut I AIL SCALE: 1 2"=1'_0"
DESIGNEp LO PERMIT>+
CASTILLO ENGINEERING
SERVICES, LLC
COA # 28345
2381 CREST RIDGE COURT
SANFORD, FL 32771
TEL 407,474-9181 ERMOCRATES E. CIMLO - Et PE 52590
REVISIONS
DESCRIPTION DATE
PROJECT DEVELOPER
project solutions
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SHEET NAME
DATA SHEET
SHEET SIZE
ANSI B
11"X 17"
SHEET NUMBER
S-01