HomeMy WebLinkAboutPLANS1. APP&ABLE C06E: 2014 FLORIDA BUILDING CODE (STH 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
(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 6/12 PITCH) ROOF IN SCHEDULE.
ALL RESIDENTIAL ROOFS SHALL NOT TO EXCEED 30'-0' MEAN ROOF HEIGHT.
4. WIND TUNNEL TEST DATA FOR THIS COLLECTOR MAY BE REQUESTED THROUGH UMA SOLAR, INC.
AND HAS BEEN COMPILED BY PRI CONSTRUCTION AND MATERIAL TESTING, INC.
S. 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 HELIOCOL INSTALLATION
MANUAL FOR ALL ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING, AND SOLAR SPECS.
7. LAG BOLTS SHALL BE ASTM A276 TYPE 304 STAINLESS STEEL UNLESS OTHERWISE NOTED.
B. ALL HELIOOOL COLLECTOR MODELS MAY BE INSTALLED PER THIS STRUCTURAL CONNECTION DRAWING.
9. PVC PIPE RISER/SPACER IS REQUIRED FOR PIPE a -AMPS WHERE PIPE ELEVATION VARIES.
10. CONTRACTOR SHALL ENSURE ALL ROOF PENETRATIONS TO BE INSTALLED AND SEALED PER 2014
ULTIMATE
Vm WIND
Vm WIND
Vm WIND
QUANTITY OF LAG
EMBEDMENT
WIND SPEED
PRESSURES
PRESSURES
PRESSURES
BOLTS - CLAMPS
DEPTH REQ.
Vm (MPH)
ZONE 1(PSF)
ZONE 2 (PSF)
ZONE 3* (PSF)
PER COLLECTOR
I10-160
22.4,-35.4
22.4,-61.7
22A,-91.3*
(4)q'DIA. -(4)CLAMPS
2"**
161-175
26.9 ,-42.7
26.9 ,-74.3
26.9,-109.9
1 (4)1 DIA. - (4) CLAMPS
3' **
- 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 FLORIDA BUILDING CODE.
- EFFECTIVE DESIGN WIND AREA IS 12.5 SF PER COLLECTOR FOR HC-50.
- MINIMUM Vm WIND PRESSURE SHALL BE 16.0 PSF AND -16.0 PSF PER ASCE 7-10 SECTION 30.2.2.
** LAG BOLT DEPTH REQUIRED IN WOOD MEMBER SHALL EXCLUDE ANY ROOF DECKING THICKNESS.
* INSTALLATION OF COLLECTORS MUST BE LOCATED IN ROOF WIND ZONE I AND 2. WIND ZONE 3
REQUIRES SITE SPECIFIC STRUCTURAL ENGINEER'S APPROVAL.
END CAP
HELIOCOL SHORT CLAMP
O.C. TYR
HELIOCOL COLLECTOR
RISER SYSTEM TYP.
11r1 rnl l I l ,. LI,1C
TYPICAL HELIOCOL CLAMP. REFER TO SCHEDULE
FOR BOLT SIZE PER DETAIL THIS SHEET
COLLECTOR ARRAY
HELIOCOL SHORT CLAMP
T-0" O.C. TYP.
HELIOCOL COLLECTOR
RISER SYSTEM TYP.
HELIOCOL LONG CLAMP
2'-01, O.C. TYP.
(2) #6 HEX SCREWS
- 4' LENGTH TYP PER_\
HELIOCOL CLAMP
ROOF ASPHALT SHINGLES
OR SV METAL ROOF
TYP.
WOOD SHEATHING TYP
— a" DIA. ST STL LAG
BOLT - SEE SCHEDULE
FOR EMBED. DEPTH REQ.
TYP. EACH CLAMP
REFER TO SCHEDULE FOR REQUIRED EMBEDMENT
DEPTH LABELED "X" IN THIS DETAIL
'OP - BOTTOM ASPHALT - METAI
SHINGLE CONNECTION
WOOD SHEATHING TYP
S.Y.P. 2X4 LOCATE BETWEEN -
TRUSSES AND NAIL WITH
2-16D NAIL PATTERN AT EACH
END TO WOOD TRUSS
170
ASSEMBLY. RE -INSTALL, RE -FILL AND RE -SEAL
AFFECTED WITH APPROVED ROOF MATERIALS
IV 49g3[Ql'Iy:10bill 14IX11
(2) #6 HEX SCREWS -
LENGTH TYP PER CLAI
"UMA SOLAR" LIFT KIT TYP PER CLAMP
HELIOCOL SHORT CLAMP 2'-0"
O.C. TYP.
s
HELIOCOL PANEL
RISER SYSTEM TYP.
HELIOCOL
�
LONG CLAMP
T-O" O.C. s
TYP. \ " WOOD
SHEATHING
.3 FLAT OR
BARREL
TILE TYP.
Y \—q" DIA. ST STL LAG BOLT - SEE
#2 S.Y.P. WOOD SCHEDULE FOR EMBED. DEPTH
ROOF TRUSS TYP. REQ. TYP. EACH CLAMP
OPTIONAL FLAT TILE - BARREL TILE
ROOF CLAMP TOP CONNECTION DETAIL%3�
SCALE: 1"=V-0" HC-2
(U�
t I1DCD SHORT CLAMP
O Z Q-0" O.C. TYR
HELIOCOL COLLECTOR
RISER SYSTEM TYP.
HELIOCOL LONG CLAMP
T-O" O.C. TYP.
(2) #6 HEX SCREWS
a' LENGTH TYP PER
HELIOCOL CLAMP
\—WOOD ROOF
TRUSS TYP.
SCANNED
BY
St. Lucie Countv
`WOOD ROOF
TRUSS TYP.
ROOF ASPHALT SHINGLES ROOF ASPHALT
OR 5V METAL ROOF
SHINGLES OR
TYP.
5V METAL ROOF TYP.
'.'DIA. ST STL LAG
WOOD SHEATHING TYP
2X PT S.Y.P. WOOD
BOLT - SEE SCE.
FOR EMBED. DEPTH
OR ALUMINUMn
REQ.TYP.EACH
a DIA ST STL ALL-THRD ROD UNISTRUT C NN jv
W/ NUT -WASHERS MAX. 3'-0" ALONG CO\
CLAMP
REFER TO SCHEDULE FOR REQUIRED EMBEDMENT
DEPTH LABELED "X"IN THIS DETAIL
OPTIONAL WOOD SPANNER OPTION
CONNECTION DETAIL 5
SCALE: 1"=V-0" . HG2
O.C: LOCTITE ALL NUTS TYP.
ALL CONNECTIONS
LIMITED SPACE OPTION FOR UNALIGNED TRUSS
OPTIONAL ALL THREAD CONNECTION
DETAIL
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16-16Y: JAT JAT# 29127SNOTED
DEC i,2.2016