HomeMy WebLinkAboutPLANSACCEPTABLE ALTERNATE
EXTEND THRU TO SHEATHING V
ADD SEALENT AT CONNECTION
PROVIDE TAPCON SCREWS OF
ADEQUATE LENGTH TO SECURE
BRACKET TO CEMENT TILE
DRILL HOLE THRU CONIC. TILE
AND INSTALL TAPCON SO AS
NOT TO BREAK TILES.
1/4" LAG ACCEPTABLE ALTERNATE OR
814 PHIL PAN OR HEX HEAD ACCEPTABLE ALTERNATE
NOTE: THE MOUNTING BRACKET BY
IRONRIDGE IS ACCEPTABLE FOR
INSTALLATION OF THE PANELS
PRVIDE 3/8"x 2 1/2" LAGS
4FT & 6 FT O.C. MAX TO EXISTING
TRUSSES BELOW
PANELS
S-5 CLAMP S-5 CLAMP
3" PANEL i� n
.032 THICK
STANDING SEAM C❑NNECTI❑N
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PANELS SHALL NOT BE
INSTALLED IN CORNER ZONES
OF ROOF ASSEMBLIES.
F�� "
RIDGE
�\Q PANEL
ROOF CORNER ZONE SHALL BE 10 PERCENT
OF SHORT DIMENSION OF BUILDING OR 40
PERCENT OF MEAN HEIGHT, OR 3 FT.
WHICH EVER IS SMALLER.
upper hold down
clamp see detail A
or optional detail A-1
d'k8'. 10' or 12'
:olor panels
X
d
CU
E
STRAP Bf
A KET
DETAIL C
Xd
Z,
(U
STRAP SPACING
49" O.C. MAX
strap,"V""
LOWER/RETURN AS
LOWER hold down \
clamp see detall B
PLEASE NOTE LOWER CLAMP/SPRNO ASSEMBLY
MAYBE OMITTED PROVIDED A CONTINUOUS CROSS STRAP
IS NSTALLED NO MORE THAN 12" ABOVE LOWER/13ETURN
SBEL!fX.
PANEL
RIDGE
ROOF LAYOUT GENERAL C❑NDITI❑NS
1. THE SOLAR COLLECTOR INSTALLATION
AS DETAILED IN THE DRAWINGS IS
FOR THE INSTALATION OF POTABLE WATER
HEATING SYSTEMS ON STRUCTURES
UP TO 35 FEET IN HEIGHT WITH ROOF
SLOPES BETWEEN 0 AND 30 DEGREES,
ROOF AREAS 1 AND 2 BUT NOT CORNERS.
2. THE DESIGN OF THIS INSTALLATION IS
BASED ON ASCE7-10 FOR SURFACE
AREAS BETWEEN 20 AND 48 SQUARE
FEET RESULTING IN A MAXIMUM WIND
PRESSURE OF <- 67 PSF.
THE INSTALLATION SHALL UTILIZE HARD-
WARE PROVIDED BY THE MANUFACTURER
AS DETAILED IN THE INSTALATION
MANUAL OR AS SHOWN ON PLAN.
ENSURE TILE CAVITY IS FILLED COMPLETLY
WITH DOW TILE BOND ROOF TILE ADHESIVE
OR EQUAL APPLY ADHESIVE TO TILE AQUA THERM
MOUNTING BRACKET IS ATTACHING TO PLUS ALL
TILES AROUND IT (5) MINIMUM. ppnwnr me
O�AND
INS
NOT TO
1/2" O.S.B OR PLYWOOD
ROOF DECKING
STRAP BRACKET
TILE ROOF
NOTE: EAGLE CLAW PLASTIC ALUMINUM TOP CLAMP
HEADER BRACKET ACCEPTABLE ALTE;
.y
�1/4"-20z3/4" Lg S.S OR PAL: ....J � L01
F7 pG L) 6
2-p 14�C1"PAN HEAD W Z
OR HEX HEAD SCREW. 3 R " W to
PANEL LW -I N D_ rl .Mi
ROOFING > "+ Z .: >Og Y
woRw w QO VI
W J C
17.1 LL UI
0'S.& 0 PcSYW00D z� Z 0 3 0
w� w
W Vi O >L) U
PG Z ¢
upper clamp assembly detail A-1 V)Zw L1 JW
< <
F7 rn O_ N .+
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+ 0 07 W I
PANEL 2-® 14X 1 1/2"PAN HEAD J W O >- CU
OR HEX HEAD SCREW. CL W
N F F- DD
ROOFING
=ZU W Q
N
MIN. 1/2" v
O.S.B. OR PLYWOOD
FO SHEATHING LIJ
upper clamp assembly detail A
SPRING ASSEMBLY L0 `S AN/
�T,1tjT[j AT CONTRACTORS OPTION Z x By
14X 1 1/2-PAN HEAD Ln
FOR HEX HEAD SCREW. O z—U, CV le C
`1 Z
ROOFING W
MIN. 1/2" N
O.S.B. OR PLYWOOD LL1 U
SHEATHING Cn O
\� to
lower clamp assembly detailCD
CD
NOTE: LOWER CLAMP/SPRING ASSEMBLY MAY BE DELETED PROVIDED
BOTTO ,0j jNUBU TR S GATE IL4,12LOF BASE REVISION DATE
MOUNTING BRACKET 6 14X 1 1/2"PAN HEAD
1 STRAPPING --- OR HEX HEAD SCREW.
5Le TIi 66N6 TILE ST. LUCIE COUNTY
TALL S REW SO AS BUILDING DIVISION
BREAK TILES.
PANEL REVI'RWE
RISER SYSfM.R COMP
REVIEWED 13V
DATE imly
N� /
CONIC. �/.EtA I 6iJ09
TILFNQ.IN13PROTION WILL 09
6 /Tea > eZ U
RAFTER
\_ UN.1/2"
O.S.B. OR PLYWOOD
SHEATHING
RAFTER
M❑UNTING BRACKET
DETAIL C
FLORIDA BUILDING CODE 2014, 5TH EDITION
TO INCLUDE THE EXISTING CODE
ULTIMATE DESIGN WND SPEED:
1BD MPH
NOMINAL DESIGN WIND SPEED:
140 MPH
RISK CATAGORY:
I
IMPORTANCE FACTOR:
0.87
EXPOSURE CATAGORY:
C
INTERNAL PRESSURE COER
+-0.18
ENCLOSED STRUCTURE
STRUCTURAL COMPONENTS OF THIS
PLAN ARE IN COMPLIANCE MATH THE 2014
FLORIDA BUILDING CODE, WIND LOAD
COMPLIANCS AND ITS RESISTANCE TO
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DATE 03-31
BY JCK