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9 1 g 1 7 ICE RESIDENTIAL GENERIC STRUCTURAL PLAN. FMFYT TnIESHEET G & F NO OF
COMMON SOLAR COMPONENT EXAMPLES SHOWN- ACCOMMOOATEOMMLATEO WIND UPUFTA
APPEARANCE MAY VARY. EaUIPMENTDEAD LOAOS.TNIS IS ATTESTED TO
ONTHISONA NGATn1EVPI
IRONRIDGE PV RAIL GENERIC INSTALLATION PLAN
1. THIS IS A SINGLE SHEET GENERIC STRUCTURAL PLAN. ELECTRICAL PLAN IS
SEPARATELY SEALED DOCUMENT.
2. THIS PLAN OFFERS THREE INSTALLATION METHODS.
a. FRAMING METHOD. SEE DRAWINGS.
b. SHEETING METHOD. SEE DRAWINGS.
C. STANDING SEAM/PBR (PURLIN-BEARING) METAL ROOF. USE
CLAMP/BRACKET OF CHOICE;
ACE. http://www.pmcind.com/aceclamp/
S-5. https://www.s-S.com/products/clamps-brackets/s-5-u-clamps/
https://www.s-S.com/products/clamps-brackets/proteabracket/
3. CONTRACTOR SHALL MAKE .CLEAR .TO AHJ WHICH INSTALLATION DETAILS
WILL BE USED.
4. SOLAR EQUIPMENT ADDS LESS THAN 4-PSF GRAVITY LOAD TO STRUCTURE.
5. THERE SHALL BE A PV MODULE TO RAIL MOUNTING CLAMP AT EVERY
MODULE/RAIL CROSSING POINT WITH MINIMUM 4 CLAMPS PER MODULE.
ADJOINING MODULES SHALL SHARE MID CLAMPS. MODULES MAY BE
LANDSCAPE OR PORTRAIT AT CONTRACTOR OPTION.
6. PV MOUNTING RAILS SHALL BE INSTALLED PERPENDICULAR TO ROOF
FRAMING. SEE ROOF ATTACHMENT SPAN TABLE @ LOWER RIGHT
7. THERE SHALL BE A MINIMUM OF TWO RAILS UNDER EACH PV MODULE.
8. RAILS SHALL NOT CANTILEVER BEYOND OUTSIDE OF END ROOF
ATTACHMENT BY MORE THAN 1' J-i.Te
F
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9. RAILS SHALL ATTACH TO ROOTIiRU'L-FEET AS SHOWN HEREON. L-FEET
REQUIRE FLASHINGS WHICH CAN BE SF -SO (SELF -FLASHING, SHEETING ONLY)
SHOWN HEREON OR MIN 4" x 8" x 26 GA. GALV, 0.032 ALUM, OR INDUSTRY
STANDARD OEM FLASHINGS OVER ATTACHMENTS LAGGED INTO ROOF
FRAMING, E.G. SOLAR MOUNT, IRONRIDGE FLASHFOOTlor2, OTHER
ACCEPTABLE TO AHJ.
10. SF -SO ROOF ATTACHMENTS ARE INTENDED TO BE INSTALLED INTO
SHEETING ALONE, HAVE BEEN SO TESTED AND ARE RATED AT 900-POUNDS
ALLOWABLE PER ROOF ATTACHMENT. -
11. ALL FLASHINGS SHALL BE INSTALLED IN A GENEROUS BED OF FLORIDA
PRODUCT CONTROL APPROVED (PICA) POLYURETHANE ROOF SEALANT.
12. LONG L-FEET &/OR STANDOFFS ARE PERMITTED AS NEEDED FOR ROOF
CLEARANCE.
13. ENGINEER OF RECORD (EOR) PREFERS EMAIL COMMUNICATION:
I
c' .,
318-16 x 314J \
HEX HEAD BOLT
WE 11
FLANGE BOLT
` FOR
GALVANIZED
�.-_ _ .�__ __ PLATE
GASKET
6SNEENNGONLY, BEIFFVSHINGROOFATTACHMENT
APPEARANCE
MAY VARY
/1
STANDARD
OR FOR 7-IN
L-FOOT.
MIN. 4 #14 X 2•
EMS SS
\ PERATTACHME
44"„J�
—3/8" SS BOLT
9 1 8 1 7
6 5 I 4 1 3 1 2 I
QFBC 2017 (fiTM EDITION) FLORIDA BUILDING CODE CgozDESIGNED FOR VOLT=20O MPH., NO PLANS ON FILE - EACH PERMIT REQUIRES SIGNED &
L) RISK II, EXPOSURE D. RAISED SEAL PLAN FROM FOR
PV MODULE GROUNDING AMP
PV RAIL
SHINGLE ROOF
4- MINIMUM
#12 X 2-INCH,
SS, SMS
D3 EHINGLE nLE,SINGLEPLY
FLASHF00T 2
SEE. FIGURE 11
ASPHALT
SHINGLE
ROOF
3/8-16x314
HEX HEAD BOLT
3/8 - 16 FLANGE NL1r
TILE
SS METAL PLATE,
SQUARE OR ROUND
— ROOF
SHEATHING
Proper Flashing Placement
FRAMING
TFOAM
ADHESIVE
FLORIDA PRODUCEXISTING
APPROVED SEALANT
FOUR # 19 CIRS BEYOND
ECK
B
UNDERLAYMENT
BOTEWSTOM OF
BOTTOM OF DECK
`Fl TTILEROOFATTACHMENT
318 - 16 x 3/4
HEX HEAD BOLT,
3/8-16
C 72
NUT
PV
5101GE
DU E
/
i5MCKET
0
2 3/i6
1518
111/16
SHEATHING
FRAMING
5/16" ORS.HAG W/ 3"
6MM X 25 MM BI-
THREAD EMBEDMENT IN
METAL SHEET SCREW
BLOCKING, JOIST, OR TRUSS
,. `FU FOOT 2 SHINGLE ROOF ATTACHMENT
PV RAIL
MID{VU4P
BUST
3/8 -16 x 314 HEX HEAD
ROOF TILE
3/1-16 FLANGE NUT
-- ----
PV MODULE
SERRATED L
ROOF MOUNT
v e v ROOF SHEATH.
OPTIONAL
FILL CAVITY W I
TILE ROOF
DOW FOAM
STANDOFF
WATER PROOFING
OR LONG
WITH SONOLASTIC
L-FOOT MIN. 4 #14 X 2" SMS-SS
NP-1 OR EQUAL
1" BEYOND BOTTOM OF DECK
POLYURETHANE CAULK
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1
FLARRXI Fib Rod?(i <B 527•)
W X
(3ehle RDDIIA57') Gahle R�_L'<AS45'1<AS15'1
��a, ❑ Etla�O1 oae<nm
P21: ROOF INTERIOR
PZL ROOF PERIMETER
(MIN. T Is LEAST OF40% SAVE HEIGHT OR 10%BUILDING LAV.
PM: OUTSIDE CORNERS
L & W - PZ2, a = PZ2 WIDTH. h - EAVE HEIGHT.
M
PER PROFILE
O6 55PROTEABRACKET METM ROOFATTACHMENT
EXIST. MED
DECKING
ON ROOF
SHEATHING
WATER
PROOFING
5/16" CRS. LAG W/ 3" THREAD EMBEDMENT
IN BLOCKING, JOIST, OR TRUSS
e �
ID PRESSURE ZONES.
5 4
3 5116
5/16 MINIMUM
3-INCH
THREAD
EMBEDMENT
30 SEIF RASHNGATfACHMENTPHOTO4
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55 PROTEA DMCKET
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SSU C AMr
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Roof Mount System
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The ulti sfo neWentlel
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for sa&mless connectlans.
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FLORIDA ROOF ATTACHMENT SPACING (FEET):
ROOF HEIGHT SO -FT
13 u : WA
R
1 2
8 ROOF SLOPE <30•
WIND (MPH)
PZ7
PZ2
PZ3
IRONRIDGE RAIL
110
8
6
4
XR-10
120
B
6
2
XR-10
130
8
4
2
XR-100
140
6
4
2
%R-100
150
6
4
2
XR-100
160
6
4
2
XR-1000
170
4
4
XR-1000
180
ENGINEER
ALLEN GEZELMAN
16602 HANNA RD.
LUR, FLORIDA 33549
—PH.8139091956 A
AOenQGeulmanPEcom
www.GeuManPE.cpm
PE 69160
DEC 0(�4 2018r
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alpedcellLQmall.usf.edu
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ST.LUCIE COUNTY
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