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1. APPLICABLE CODE: 2017 FLORIDA BUILDING CODE (6TH EDITION) & ASCE-7-10 MINIMUM
DESIGN LOADS FOR BUILDING AND OTHER STRUCTURES.
2. BOLT DIAMETER AND EMBEDMENT LENGTHS ARE DESIGNED PER 2017 FLORIDA BUILDING CODE
(6TH EDITION) REQUIREMENTS. ALL BOLT CAPACITIES ARE BASED ON A SOUTHERN YELLOW PINE
(SYP) RESIDENTIAL WOOD ROOF TRUSS AS EMBEDMENT MATERIAL.
3. ALL WIND DESIGN CRITERIA AND PARAMETERS ARE FOR HIP AND GABLE RESIDENTIAL ROOFS,
CONSIDERING FROM A 7° TO A MAXIMUM 27 " (2/12 TO A MAXIMUM 6112 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) a'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 TAG BOLTS THIS SHEET SHALL BE A276 STAINLESS STEEL UNLESS OTHERWISE SPECIFIED.
B. 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 2017
CI nDTnA w IT, NNr rnnF /6TH Fmmnnn nR I nrm rnVFPNTNr rnnF.
ULTIMATE
Vam WIND
V. WIND
V. WIND
QUANTITY OF
EMBED.
COLLECTOR
WIND SPEED
PRESSURES
PRESSURES
PRESSURES
BOLTS - BRACKETS
DEPTH
LAYOUT
Vo, (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) e' DIA. - (4) BRCK.
2" **
PORT., LAND.
141-175
26.8 , -42.7
26.8 , -74.3
26.8 , -109.9
(4) B" 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 2017 F.R.C.
-- MINIMUM Vam 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 3INSiALLATION
RE UIRES SITE SPECIFIC STRUCTURAL ENGINEER'S APPROVAL. _
TYPICAL COLLECTOR PITCHED ROOF LAYOUT
- WIND ZONES - SCHEDULE - PLAN tl
FOR TILE ROOFS, SOLENE MOUNTING BRACKET WITH
SHOWN FOR CLARITY. REFER TO SCHEDULE FOR REOUI
SOLENE ALUM. MOUNTING BRCK. TYP
4 PLCS. SEE SCHEDULE THIS SHEET
2' 0, t
IKff
( ' ; ✓lA/
T ASSEMBLY SHALL BE USED. ROOF DECKING
SOLENE ALUMINUM pet.
m/tti
COLLECTOR LAYOUT FOR EACH WIND SPEED.
FRAME SECTION TYP. g
fit. �e
t
16 STAINLESS STEEL Saar m%Ff
CARRIAGE BOLT ty
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TYP. PER MOUNT
BRACKET
` "SOLENE ALUM.^MOUNT NG
SOLENE ALUMINUM
'-BR& TYp'4-PLCS. SEE
FLUSH MOUNT BRACKET SLOTTED HOLE
3 -D 0'C. TYP' SCHEDULE THIS SHEET
TYR IN FRAME TYP.
TYPICAL CARRIAGE BOLT - FLUSH
I;
MOUNT BRACKET CONNECTION DETAIL
SCALE: 1 2'"=1'-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 TYP. "
SOLENE ALUMINUM MOUNTING eQ�
BRACKET.
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zl
PORTRAIT ORIENTATION LANDSCAPE ORIENTATION
TYPICAL COLLECTOR ORIENTATIONS
SCALE: 3"=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 CONNECTION DETAIL%3�
ROOF SHINGLES TYP.
SOLENE ALUMINUM MOUNTING
BRACKET.
SOLENE
TYP.
8' DIA. ST STL LAG BOLT TYR
SEE SCH FOR EMBED DEPTH
REQ TYP.
,.
SOLENE 3X341- 4" ALUM.
6063T6 W/ I" DIA. X 16' FLAT OR
INSERT "LIFT KIT" BARREL
s
sl
ASSEMBLY TYP. WOOD TILETYP.
z
SHEATHING TYP.
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#2 S.Y.P. WOOD ROOF
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TILE ROOF CONNECTION DETAIL QD
SCALE: I "=V-0"
ROOF SHINGLES TYP.
WOOD SHEATHING TYP.�\
SOLENE COLLECTOR
SOLENE ALUMINUM
MOUNTING BRACKE
#2 S.Y.P. WOOD
ROOF TRUSS TYP.
2X PT S.Y.P. WOOD OR
ALUMINUM UNISTRUT
TYP CONT.ALONG PANEL
3' DIA. ST STL ALL-THRD ROD WITH NUT -
WASHERS MAX. T-0" O.C: LOCTITE ALL NUTS
TYP. ALL CONNECTIONS
SHEATHING
TYPICAL LIMITED SPACE OPTION
CONNECTION DETAIL
SCALE: 1 ?=V-0"
� N #2 S.Y.P. WOOD ROOF
TRUSSBEYOND
S.Y.P. (2) 2X4 LOCATE BETWEEN
TRUSSES WITH 4-16D NAIL PATTERN
AT EACH END TO WOOD TRUSS'
IP31'DIA.STSTLLAGBIDLTTYP.SEESCHF(�
EMBED DEPTH REQ TYP. `� Q
REFER TO SCHEDULE THIS SHEET FOR REQUIRED ��'Y
EMBEDMENT DEPTH LABELED X' IN THIS DETAIL
TYPICAL WOOD SPANNER OPTION ^
FOR UNALIGNED TRUSS - BRACKET =� '
SCALE: 1
PROJECT:
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