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RESIDENTIAL GENERIC CTURAL PLAN. ICERRFYTNATTNE SHEETING& FRAMING OF ftUGTURE WILL SPFELY W
COMMON SOLAR COMPONENT EXAMPLES SHOwN- AccoMMooATE uucuwreo wlNo ueuFT.,... rERAL Foaces ANo p FBC 2017 (6T"EDITION) FLORIDA BUILDING CODE z DESIGNED FOR VUL7=200 MF`�,., NO PLANS ON FILE- EACH PERMIT REQUIRES SIGNED&
APPEARANCE MAY VARY. EOUIPMEWDEAOLOAOS.r ISISAT SnDTOBYWSIGNATUREANn SEAL p
ON THIS DRAWINOATTHE UPPER RIGHT. U 3 RISK II, EXPOSURE D. RAISED SEAL PLAN FROM FOR
IRONRIDGE PV RAIL GENERIC INSTALLATION PLAN GROUNDING PV MODULE - GROUNDING
1. THIS IS A SINGLE SHEET GENERIC STRUCTURAL PLAN. ELECTRICAL PLAN IS MID -CLAMP MID-CIAMP
_ - - — PVRAIC - - - ---_ ---_ - - -
SEPARATELY SEALED
ERSDOCUMENT. PV RAIL 318-16X314 Proper Flashing Placement
2. THIS PLAN OFFERS THREE INSTALLATION METHODS. HEX HEAD BOLT C+°7yyJ�
318 - 16 FLANGE NUT °
a. FRAMING METHOD. SEE DRAWINGS. - , -
b. SHEETING METHOD. SEE DRAWINGS. LfooT I I . r- - r IT®lTI
C. STANDING SEAM/PBR (PURLIN-BEARING) METAL ROOF. USE ROOF �� ,f I T JCALSHEEMNG NLY.sEU`RASHING.
CLAMP/BRACKET OF CHOICE) SS METAL PATE TILE ' 0 L_jml_, SOAR ROOF ATTACHMENTWITH OPTIONAL
O REDUNOANTWATERFROORNGAPPEAMNCE
ACE. http://www.pmcind.com/aceciamp/ SQUARE OR ROUND =_ MAYYARY-oa."sGRmao.Erc.
S-5. https://www.s-5.com/products/clamps-brackets/s-5-u-clamps/ ROOF
https://www.s-S.com/products/clamps-brackets/proteabracket/ SHEATHING r.
- -3.-CONTRACTORSHALL-MAKE CLEAR TO-AHJ WHICH INSTALLATION DETAILS - - -
- EXISTING ASPHALT (STING—
WILL BE USED. SHINGLE OF FLORIDA PRODUCT FOAM FRAMING
4. SOLAR EQUIPMENT ADDS LESS THAN 4-PSF GRAVITY LOAD TO STRUCTURE. 4- MINIMUM APPROVED SEAIANT ADHESIVE °u
5. THERE SHALL BE A PV MODULE TO RAIL MOUNTING CLAMP AT EVERY #12X2-INCH, FOUR # 1I ORS
EXISTING B� COMPLETED LOSLOPE ATTACHMENT
UNDERLAYMENT SCREWS OF DEC ND woPrlorvAL REDuaoANr Wm TARGET
MODULE/RAIL CROSSING POINT WITH MINIMUM 4 CLAMPS PER MODULE. SS, SMS BOTTOM OF DECK SELF RASHINGATiacHMENT VHmos
ADJOINING MODULES SHALL SHARE MI D CLAMPS. MODU LES MAY BE o1 sHINCIE, nLE, SINGLE PLY \RATTIEROOFAT40c MCN 10 rvLFR
LANDSCAPE OR PORTRAIT AT CONTRACTOR OPTION. "a 318 - 16 X 3/4
6. PV,MOUNTING.RAILS SHALL BE INSTALLED PERPENDICULAR TO ROOF HEX HEAD BOLT,"META
RAIL
IRONRIDGE FLANGE
a 14 0
FRAMING.SE,RO�OF, ATTACHMENT SPAN TABLE @LOWER RIGHT FLAsnwor2 MANGE NUT
7. THERE SHALL BE A MINIMUM OF TWO RAILS UNDER EACH PV MODULE. SEE. FIGURE 11 �9A
8. RAILS SHALL NOT CANTILEVER BEYOND OUTSIDE OF END ROOF MOPv
DULE
ATTACHMENT BY MORE.THAN V EXISTING
ASPHALT o
9.- RAILS'SHALCATTACH TO ROOF THRU L-FEET AS SHOWN HEREON. L-FEET SHINGLE _
REQUIRE FLASHINGS W HICK' CAN BE SF -SO (SELF -FLASHING, SHEETING ONLY) ROOF 23/i6 ss PROTEA BRACKET
SHOWN'H EREON OR MINA,'SR 8" x 26 GA. GALV, 0.032 ALUM, OR INDUSTRY _ - 1 518 111/16
STANDARD OEM rl_ASHINGS OVER ATTACHMENTS LAGGED INTO ROOF r.
FRAMING E G. SOLAR MOUNT, IRONRIDGE FLASHFOOTlor2, OTHER ROOF - EXISTING
ACCEPTABLE TO AHJ. , 1L, , ; SHEATHING FRAMING 3 5/16 I I
10. SF -SO ROOFATTACHMENTS ARE INTENDED TO BE INSTALLED INTO 5/16"CRS. LAG W/3" 6MM X25 MM B[. 5/16 MINIMUM ACECWAP
SHEETING ALONE,-HAVE'BEEIV SO TESTED AND ARE RATED AT 900.POUNDS THREAD EMBEDMENT IN METAL SNEET $Q2EW &INCH
BLOCKING, JOIST, OR TRUSS THREAD
ALLOWABLE PER ROO fp% . ACHMENT. ^ EMBEDMENT
11. ALL FCA'SHINGS SHALL BE INSTALLED IN A GENEROUS BED OF FLORIDA /. vF�B.00T2SHINCLERDOFATTACHMENT ,,„`S_PR TEA BRACKET METAL R00FAliACXMENi S. CLAMP
IRONRIDGE—HFOOT2 APPROVEDMETALROOFCLAMPSBBHACKET
PRODUCT CONTROL -APPROVED (PCA) POLYURETHANE ROOF SEALANT. MID -CLAMP n 12 �P
12. LONG L-FEET &/OR STANDOFFS ARE PERMITTED AS NEEDED FOR ROOF Pv RAIL • `'
13EARANCE. ENGINEER OF RECORD(EOR) PREFERS EMAIL COMMUNICATION: ROOFTRHE 3/8- 16 x 3/8 - 16 FLANGE
BOLT PV RA]L
ANGE3/4 GE NUT
318-16K3/4-7
HEX HEAD BOLT
318-16
FOR
GALVANRED
PLATE
GASKET
IRONRIDGERAIL, I
APPEARANCE
MAY VARY
/L
i
STANDARD
OR FOR 7-IN
L-FOOT.
MIN. 4 #14 X 2•
SMS SS
I
PER ATTACHMENT
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4„
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g�3/8"
SS BOLT
&SZETINGONLY, SE—LASHINGROOFATTACHMEM
9 .I 8 1 7
PV MODULE
SERRATED L
ROOF MOUNT
v s v ROOF SHEATHING
OPTIONAL
FILL CAVfTY WITH
TIlE ROOF
DOW FOAM
STANDOFF
WATERPROOFING
OR LONG
WITH SONOLASTIC.
L_FppT MIN. 4 414 X 2" SMS -SS
NP-1 OR EQUAL
1" BEYOND BOTTOM OF DECK
POLYURETHANE CAULK
O
F Kopf fib m<8527°)
*sk
1
Gala Rod(BIBaLIIa 57�� GableGaMe Rfml�'<6545'1
P21: ROOF INTERIOR
PZ2: ROOF PERIMETER
(MIN. X & LEAST OF 40% EAVE HEIGHT OR 10%BUILDING 1/YJ.
PM:'6UTSIDE CORNERS
L & W = PM, a = PZ2 WIDTH., h = EAVE HEIGHT.
1 6 1
5
DECKING
ON ROOF
SHEATHING
WATER
PROOFING
EXISTING FRAMING I
6" CRS. LAG W/ 3" THREAD EMBEDMENT
BLOCKING, ]GIST, OR TRUSS
4
/Ad IRONRIDGE Roof Mount System
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�IRONRIDGE ROOFMOUNTSYSTEM COMPONENTS ROOFMOUMSYS_TEM COMPONENTS
W Wn
3 2
FLORIDA ROOF ATTACHMENT SPACING (FEET(: ROOF HEIGHT <30F7 8 ROOF SLOPE <so -
WIND (MPH) pZ1 PM
PZ3
IRONRIDGE RAIL
110
e
6
4
XR-10
120
8
6
2
XR-10
130
6
4
2
XR-MO
140
6
4
2
XR-100
160
6
4
2
XR-100
160
6
4
2
XR-1000
170
4
4
XR-1000
180
-
ENGINEER
ALLEN GEZELMAN
16502 HANNA RD.
LUTZ, FLORIDA 33549
PH:8139091956- -
Allen@GazelmanPE.com
www.GezelmanPE.cOm
PE 69180
-DF.0 �0
A1: 2018
DRAFTSMAN:
ALPERICELI
alpenceli@mail.ustedu
SCANNED
BY
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CONTRACTOR:
APPROPRIATE
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OWNER/BUILDER
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08.AUG.18 F
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ST.LUCIE COUNTY
PLAN REVIEW
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