HomeMy WebLinkAboutProject InformationACCEPTABLE ALTERNATE
EXTEND THRU TO SHEATHING BELOW
ADD SEALENT AT CONNECTION
PROVIDE TAPCON 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
002— 0otii
ST, LUCIE COUNTY
BUILDING DIVISION REVIEWEA N E L S
D
FOR CO PYIANOE
REVIEWED BY ���/
DATE
PLANS AND PERM T
MUST BE KEPT ON JOB OR
NO INSPECTION WILL BE MADE -
S-5 CLAMP S-5 CLAMP
7 3" PANEL
032 THICK -
STANDING SEAM CONNECTION
ALL RA XW S6WaT5; OR ON.V
PANELS SHALL NOT BE
INSTALLED IN CORNER ZONES
OF ROOF ASSEMBUES.
yiA
RIDGE
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.
t
upper hold down
clamp see detail A
or optional detail A-1 -
4'x6', 1 D' or 12'
solar panels
'a
X
(L
O
STRAP Bf
A :KET
DETAIL C
r, k
X
Ci
(L
strap
PLEASE NOTE LOWER CHAMP/SPRING ASSEMBLY
MAYBE DIATTFD PRONGED A GONTWUOIIS CROSS STRAP
IS MSTAUFD NO NOR rm"OYEROWER/RETURN
ASSEMB Y
c
PANEL w -:
RIDGE
ROOF LAYOUT GENERAL C❑NDITI❑NS
NOTE EAGLE CLAW PLASTIC ALUMINUM TOP CLAMP
HEADER BRACKET ACCEPTABLE ALTERNATE
�1/4'-20x3/4' Lg S.S. OR PAN HEADFEB
2—e 14x2-PAN HEAD
II�II�OR HEX HEAD SCREW. PBTTOIttin
PANEL I I 4 ft Cu zl
ROOFING
MIN. 1/2-
O.S.B. OR PLYWOOD
fo SHEATHING
STRAP SPACING upper clamp assembly detail A-1
36" O.C. MAX
` LOWER/RETURN AS BLY
LOWER hold down
clamp see detail B
1. THE SOLAR COLLECTOR INSTALLATION
AS DETAILED IN THE DRAWINGS IS
FOR THE INSTALATION OF POTABLE WATER
HEATING SYSTEMS ON STRUCTURES
PANEL
2—Q 14X 1 1/2-PAN HEAD
OR HEX HEAD SCREW.
OSB OR PLYWOOD
upper• p • o detall
SPRING ASSEMBLY
AT CONTRACTORS OPTION
O O 14X 1 1/2-PAN HEAD
OR HEX HEAD SCREW.
ROOFING
MIN. 1/2'
O.S.B. OR PLYWOOD
SHEATHING
lower clamp assembly detail B
UP TO 35 FEET IN HEIGHT PATH ROOF NOTE LOWER CLAMP/SPRING ASSEMBLY MAY BE DELETED PROVIDED
SLOPES BETWEEN 0 p.ND 30 DEGREES, BOTTOM CONTINUOUS STRAl=15.L6' 'i
ROOF AREAS 1 AND;2 BUT NOT CORNERS.
2. THE DESIGN OF THISIINSTALLATION IS MOUNTING BRACKET
BASED ON ASCE7-101FOR SURFACE
AREAS BETWEEN 20 AND 48 SQUARE I STRAPPING
FEET RESULTING IN 'A -MAXIMUM WIND
PRESSURE OF <- 67 PSF.
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4�
�-�+
THE INSTALLATION SHALL,UTUZE HARD—
1:14 IS
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%'�`lj�", -f
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 13RACKET,IS ATTACHING TO PLUS ALL
TILES AROUND IT (S) MINIMUM. ; PROVIDE q12 SCREWS W CONICAL
qaAADEQUATE LENGTH TO CURE
BRACKET TO CEMENT TILE.
DRILL HOLE TH TILE
AND INSTALL SCRCR EWW SOSO AS
NOT TO BREAK TILESPANEL
RISER SYSTEM
If J RAFTER
M❑UNTING
1/2' PLYWOOD 1 �[ �\
ROOF DECKING T
.
A
ROOF
D -
�F6 �Fo
STRAP BR_AItKETooj
(y Q 01
TILE "N9O RPpF
DETAIL C
R 14X 1 1/2-PAN HEAD
OR HEX HEAD SCREW.
UK 1/r
msS OR PLYWOOD
SHEAIKNG
BRACKET
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: D
INTERNAL PRESSURE COEF: +-0.18
ENCLOSSED STRUCTURE
THE STRUCTURAL COMPONENTS OF THIS
PLAN ARE IN COMPLIANCE WITH THE 2 7
AND 2018 FLORIDA BUILDING CODE. D
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BY JCK
SHEET NUMBER
S-1