HomeMy WebLinkAboutProduct General InformationRECEIb'�R_A,IJG 04 2017
TES: NOT_o -.--JR TILE ROOFS, SOLENE MOUNTING BRACKET WITH LIFT
]' APPLICABLE CODE: 2014 FLORIDA BUILDING CODE (5TH EDITION) & ASCE-7-10 MINIMUM
DESIGN LOADS FOR BUILDING AND OTHER STRUCTURES.
2. BOLT DIAMETER AND EMBEDMENT LENGTHS ARE DESIGNED PER 2014 FLORIDA BUILDING CODE
(5TH EDITION) REQUIREMENTS. ALL BOLT CAPACITIES ARE BASED ON A SOUTHERN YELLOW PINE
F(P) RESIDENTIAL WOOD ROOF TRUSS AS EMBEDMENT MATERIAL.
3. ALL WIND DESIGN CRITERIA AND PARAMETERS ARE FOR HIP AND GABLE RESIDENTIAL ROOFS,
CONSIDERING FROM A 70 TO A MAXIMUM 27 ° (2/12 TO A MAXIMUM 6/12 PITCH) ROOF IN SCHEDULE.
BUILDING NOT TO EXCEED 30'-0" ROOF HEIGHT. CONTRACTOR RESPONSIBLE TO VERIFY ROOF SLOPE.
4.EACH BRACKET SHALL BE FASTENED TO THE COLLECTOR WITH (1) ST STEEL CARRIAGE BOLT PER
CONNECTION. EACH BRACKET SHALL BE FASTENED TO ROOF TRUSS WITH (1) 2" DIA. A276 STAINLESS STEEL
LAG BOLT. SEE SCHEDULE FOR LAG BOLT DESIGN EMBEDMENT.
5. ROOF SEALANTS SHALL CONFORM TO ASTM C920 AND ASTM 6511, AND IS THE RESPONSIBILITY
OF THE CONTRACTOR TO PILOT FILL ALL HOLES.
6. THIS SHEET REFLECTS STRUCTURAL CONNECTIONS ONLY. REFER TO SOLENE INSTALLATION
MANUAL FOR ALL ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING, AND SOLAR SPECS.
7. ALL LAG BOLTS THIS SHEET SHALL BE A276 STAINLESS STEEL UNLESS OTHERWISE SPECIFIED.
8. SOLENE COLLECTOR(S) THIS SHEET SHALL BE ALL SOLENE AURORA AND SLSG (SPLIT GLASS) COLLECTORS.
9. PVC PIPE RISER/SPACER IS REQUIRED FOR PIPE CLAMPS WHERE PIPE ELEVATION VARIES.
10. CONTRACTOR SHALL ENSURE ALL ROOF PENETRATIONS TO BE INSTALLED AND SEALED PER 2014
FLORIDA BUILDING CODE (5TH EDITION) OR LOCAL GOVERNING CODE.
ULTIMATE
Vie WIND
V� WIND
Vw WIND
QUANTITY OF
EMBED.
COLLECTOR
WIND SPEED
PRESSURES
PRESSURES
PRESSURES
BOLTS - BRACKETS
DEPTH
LAYOUT
Va (MPH)
ZONE 1(PSF)
ZONE 2 (PSF)
ZONE 3* (PSF)
PER COLLECTOR
REQ.
110-140
17.5 , -27.9
17.5 , -48.6
17.5 , -71.8*
(4) 8' DIA. (4) BRCK.
2" **
PORT., LAND.
141-175
26.8 , -42.7
26.8 , -74.3
26.8 , -109.9
(4) 8° DIA. (4) BRCK.
3" **
PORT., LAND.
PLUS AND MINUS SIGNS SIGNIFY PRESSURES ACTING TOWARD AND AWAY FROM SURFACES,
RESPECTIVELY.
--SCHEDULE REFLECTS COMPONENTS AND CLADDING (C&C) NOMINAL WIND SPEED PRESSURES
WITH EXPOSURE "C", RISK CATEGORY II, ENCLOSED BUILDING AND h < 60'-0" PER ASCE 7-10
"MINIMUM DESIGN LOADS FOR BUILDING AND OTHER STRUCTURES" AND 2014 F.R.C.
MINIMUM Vasa WIND PRESSURE SHALL BE 16.0 PSF AND -16.0 PSF PER ASCE 7-10 SECTION 30.2.2.
- EFFECTIVE DESIGN WIND AREA IS 10 SF PER COLLECTOR.
** LAG BOLT DEPTH REQUIRED IN WOOD MEMBER EXCLUDING ANY ROOF DECKING.
* INSTALLATION OF COLLECTORS MUST BE IN WIND ZONE 1 AND 2. WIND ZONE 3 INSTALLATION
REQUIRES SITE SPECIFIC STRUCTURAL ENGINEER'S APPROVAL.
TYPICAL COLLECTOR PITCHED ROOF LAYOUT
- WIND ZONES - SCHEDULE - PLAN /1"_1 1
SCALE: NONE
NOT SHOWN FOR CLARITY. REFER TO SCHEDULE FOR REOUIRED
6- d__
SOLENE ALUM. MOUNTING BRCK. TYP
4 PLCS. SEE SCHEDULE THIS SHEET
KIT ASSEMBLY SHALL BE USED. ROOF DECKING
COLLECTOR LAYOUT FOR EACH WIND SPEED.
SOLENE ALUM. MOUNT]
2, 0„�� BRCK. 4 PLCS. SEE
SCHEDULE
THIS SHEET
IL
J
IL
ILn
u-
0 LL
LL
TYPICAL COLLECTOR ORIENTATIONS
SCALE: 0"=1'-0"
ROOF SHINGLES TYP.
SOLENE ALUMINUM MOUNTING
BRACKET.
SOLENE —
COLLECTOR
TYP.
#2 S.Y.P. WOOD
ROOF TRUSS
BEYOND
8' DIA. ST STL LAG BOLT TYP. SEE SCH FOR
EMBED DEPTH REQ TYP.
WOOD SHEATHING TYP.
REFER TO SCHEDULE THIS SHEET FOR REQUIRED
EMBEDMENT DEPTH LABELED "X" IN THIS DETAIL
TYPICAL ASPHALTLMETAL
SHINGLE CONNE�C�TTTION DETAIL
SCALE: I "=V-0"
3
L-3
SOLENE ALUMINUM
FRAME SECTION TYP.
1fi' STAINLESS STEEL
CARRIAGE BOLT
TYP. PER MOUNT
BRACKET
SOLENE ALUMINUM
FLUSH MOUNT BRACKET SLOTTED HOLE
TYP. IN FRAME TYP.
TYPICAL CARRIAGE BOLT - FLUSH
MOUNT BRACKET CONNECTION DETAIL
SCALE: 1 z'=V-0"
REFER TO SCHEDULE THIS SHEET FOR REQUIRED EMBEDMENT DEPTH
LABELED "X" IN THIS DETAIL
CUT OUT OR REMOVE TILE TO INSTALL "LIFT KIT" ASSEMBLY. RE -INSTALL,
RE -FILL AND RE -SEAL TILES AFFECTED WITH APPROVED ROOF MAT.
SOLENE COLLECTOR
SOLENE ALUMINUM MOUNTING —
BRACKET.
e" DIA. ST STL LAG BOLT TYP.
i SEE SCH FOR EMBED DEPTH
REQ TYP.
SOLENE 3X3Xa - 4" ALUM. -
I FE I 6063T6 W/ 1" DIA. X 16"
IcnI L I Ln INSERT "LIFT KIT'
J v I y EMBLY TYP.
�I "� c�L. p1 � � L.
l 7, 5t ��'I o
LANDSCAPE ORIENTATION
ROOF SHINGLES TYP.
SOLENE ALUMINUM MOUNTING
BRACKET.
SOLENE � oO�
TYP.
o
o O o
o
#2 S.Y.P. WOOD ROOF
TRUSS TYP. -
TYPICAL FLAT TILE - BARREL
TILE ROOF CONNECTION DETAIL r6
SCALE: 1 Z'=V-0" SL-3
SOLENE ALUMINUM -
MOUNTING BRACKET.
C #2 S.Y.P. WOOD
ROOF TRUSS TYP.
2X PT S.Y.P. WOOD OR
WOOD SHEATHING ALUMINUM UNISTRUT
TYP CONT. ALONG PANEL
DIA. ST STL ALL-THRD ROD WITH NUT -
WASHERS MAX. T-0" O.C.-LOCTITE ALL NUTS
TYP. ALL CONNECTIONS
TYPICAL LIMITED SPACE OPTION
CONNECTION DETAIL
SCALE: 11, '=1'-0"
ROOF SHINGLES TYP.
WOOD SHEATHING TYP.�
SOLENE COLLECTOR
TYP.
#2 S.Y.P. WOOD ROOF
TRUSS BEYOND
7 1rz
S.Y.P. (2) 2X4 LOCATE BETWEEN
TRUSSES WITH 4-16D NAIL PATTERN
AT EACH END TO WOOD TRUSS k\�I
L LAG BOLT TYP. SEE SCH FOR 'ji
EMBED DEPTH REQ TYP. All
REFER TO SCHEDULE THIS SHEET FOR REQUIRED ;
EMBEDMENT DEPTH LABELED "X" IN THIS DETAIL
TYPICAL WOOD SPANNER OPTION = '
FOR UNALIGNED TRUSS -BRACKET
CONNECTION DETAIL_
L-3 / SCALE: 1 f =V-0"
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DATE 1 1-28-16
DRAWN BY: ]AT
CHKD BY: ]AT
REC. N0. #1 29127
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JUL 17 2017