HomeMy WebLinkAboutROOF LAYOUT GENERAL CONDITIONSACCEPTABLE ALTERNATE
EXTEND THRU TO SHEATHING BELOW
ADD SEALENT AT CONNECTION
PROVIDE IAPCON SCREWS OF
ADEQUATE LENGTH TO SECURE
'BRACKET TO CEMENT TILE.
DRILL HOLE THRU CONC. TILE
AND INSTALL TAPCON SO AS
NOT TO BREAK TILES.
1/4" LAG ACCEPTABLE ALTERNATE OR
#14 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
7 3" PANEL <
.032 THICK r'
hold down NOTE: EAGLE CLAW. PI-eSTIC ALUMINUM TOP CLAMn----,
upper.
HEADER BRACKET! `?TABLE ALTERNATE
clamp see detail A 1/4"-200/ _;S .S. OR PAN HEAD
or optional detail A-1
4'4% 10' or 12' 2-# 142"PAN HEAD
solar panels SCANNED OR HEX HEAD SCREW.
(@� PANEL
x ® ROOFING
N d '10 LUCiP, rn nb
£ Mt rf4'
6. .B, PLYWOOD
H�
STRAP BF A KET STRAP SPACING upper Clamp QSSer'lb[y detail A-1
DETAIL C 48" O.C. MAX
PANEL 2-# 14X 1 1/2-PAN HEAD
OR HEX HEAD SCREW.
PRECEIV � ROOFING
rM
nr�aej
MAR " i O.S.B.MOR PLYWOOD
SHEATHING
ST.LucieCounty,Permitting er damp QSSem%l�/ detQll A
°v x
(> J £ SPRING ASSEMBLY
AT CONTRACTORS OPTION
# 14X 1 1/2-PAN HEAD
continuous OR HEX HEAD SCREW.
strap LOWER/RETURN AS MBLYROOFING
I ro�
LOWER hold down
clamp see detail B
1. THE SOLAR COLLECTOR INSTALLATION
STANDING SEAM CONNECTION
AS DETAILED IN THE DRAWINGS IS
ALL HMMAK STANUMS OR eaV
PLEASE NOTE: LOWER CLAM ONTIN ASSEMBLY
CONTINUOUS
MAYBE OMITTED PROVIDED A CUOUS CROSS STRAP
FOR THE INSTALATION OF POTABLE WATER
-
IS INSTALLED NO MORE THAN 12" ABOVE LOWERAETURN
HEATING SYSTEMS ON STRUCTURES
ASSEMBLY
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
P_ANELS_SHALL_NOT BE_
BASED -ON ASCE7-10-FOR-SURFACE
INSTALLED IN CORNER ZONES
OF ROOF ASSEMBLIES.
AREAS BETWEEN 20 AND 48 SQUARE
FEET RESULTING IN A MAXIMUM WIND
PRESSURE OF <= 67 PSF.
/!
THE INSTALLATION SHALL UTILIZE HARD-
F(
WARE PROVIDED BY THE MANUFACTURER
AS DETAILED IN THE INSTALATION
MANUAL OR AS SHOWN ON PLAN.
w RIDGE
�\Q PANEL
ROOF CORNER ZONE SHALL BE 10 PERCENT
OF SHORT DIMENSION OF BUILDING OR 40
PERCENT OF MEAN HEIGHT, DR 3 FT.
WHICH EVER IS SMALLER.
0
PANEL W
J
Q
RIDGE 0
ROOF LAYOUT GENERAL C❑NDITI❑NS
PO
iOR PLYWOOD
NOTE: LOWER CLAMP/SPRING ASSEMBLY MAY BE DELETED PROVIDED
BOTTOM CONTINUOUS STRAP IS LOCATED WITHIN 12" OF BASE
ST_: LUCIE COU.&ITY MUUN IING BRACKt
BUILDING ®I1/ISION I STRAPPING
FOR 4
REVIEWED BY
DATE
MUST RE KEPT ON JOB OR
NO INSPECTION WILL BE MADE
ENSURE TILE CAVITY IS FILLED COMPLETLY 77
WITH DOW TILE BOND ROOF TILE ADHESIVE 7'
OR EQUAL. APPLY ADHESIVE TO TILE AQUA THERM
MOUNTING -BRACKET IS ATTACHING TO PLUS ALL
TILES AROUND IT (5) MINIMUM. PROVIDE pp12 SCREWS W CONICAL
ADEQUATE TO SECURE
BRACKET .TO CEMENT TILE.
DRILL HOLE THRU CONC. TILE
AND INSTALL SCREW SO AS
NOT TO BREAK TILES.
/-- PANEL
RISER SYSTEM
1/2" O.S.B OR PLYWOOD
ROOF DECKING
STRAP BRACKET
TILE R❑❑E
# 14X 1 1/2-PAN HEAD
OR- HEX HEAD SCREW. ---
— MIN. 1/2-
O.S.B. OR PLYWOOD
SHEATHING
RAFTER
ROOFING
M❑UNTING BRACKET
FL 0
- + DETAIL C
CONC. BARREL/FLAT
TILE
FLORIDA BUILDING CODE 2017 6th EDITION
TO INCLUDE THE RESIDENTIAAL & EXISTING
CODES
ULTIMATE DESIGN WIND SPEED: 180
NOMINAL DESIGN WIND SPEED: 140
RISK CATAGORY: II
IMPORTANCE FACTOR: 1.0
EXPOSURE CATAGORY: C
INTERNAL PRESSURE COEF: +-0.18
ENCLOSSED STRUCTURE
THE STRUCTURAL COMPONENTS OF THIS
PLAN ARE IN COMPLIANCE WITH THE 20
AND 2018 FLORIDA BUILDING CODE, WI
LOAD COMPLIANCE AND ITS RESISTAN
GRAVITY AND DESIGN PRESSURES
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