HomeMy WebLinkAboutEngineering HELIOCOL COLLECTOR GENE -_NOTES; . CUT OUT OR REMOVE TILE TO INSTAL' AFT KIr
1,APPLICABLE CODE:2014 FLORIDA BUILDING CODE(5TH EDITION)&ASCE-7-10 MINIMUM DESIGN ASSEMBLY.REINSTALL,RE-FILL AND RE-SEAL TILES
LOADS FOR BUILDING AND OTHER STRUCTURES. HELIOCOL CLAMPS TYPICAL HELIOCOL CLAMP,REFER TO SCHEDULE AFFECTED WITH APPROVED ROOF MATERIALS
2.BOLT DIAMETER AND EMBEDMENT LENGTHS ARE DESIGNED PER 2014 FLORIDA BUILDING CODE (2 MINIMUM)TYP. FOR BOLT SIZE PER DETAIL THIS SHEET REFER TO SCHEDULE FOR REQUIRED EMBEDMENT �p
(5TH EDITION)REQUIREMENTS.ALL BOLT CAPACITIES ARE BASED ON A SOUTHERN YELLOW PINE
(SYP)RESIDENTIAL WOOD ROOF TRUSS AS EMBEDMENT MATERIAL DEPTH LABELED"X"IN THIS DETAIL CN B,
3.ALL WIND DESIGN CRITERIA AND PARAMETERS ARE FOR HIP AND GABLE RESIDENTIAL ROOFS, (2)#6 HEX SCREWS 4' L 9
CONSIDERING FROM A 7'TO A MAXIMUM 27"(2/12 TO A MAXIMUM 6/12 PITCH)ROOF IN SCHEDULE. END CAP LENGTH TYP PER CLAMP
ALL RESIDENTIAL ROOFS SHALL NOT TO EXCEED 30'-V MEAN ROOF HEIGHT. g�
4.WIND TUNNEL TEST DATA FOR THIS COLLECTOR MAY BE REQUESTED THROUGH UMA SOLAR,INC "UMA SOLAR"LIFT KIT TYP PER CLAMP q
AND HAS BEEN COMPILED BY PIT CONSTRUCTION AND MATERIAL TESTING,INC HELIOCOL SHORT CLAMP 2'-0" @�
S.ROOF SEALANTS SHALL CONFORM TO ASTM C920 AND ASTM 6511,AND IS THE RESPONSIBILITY A
OF THE CONTRACTOR TO PILOT FILL ALL HOLES. HELIOCOL D.C.TYP. j ■
6.THIS SHEET REFLECTS STRUCTURAL CONNECTIONS ONLY.REFER TO HELIOCOL INSTALLATION COLLECTOR HELIOCOL PANEL �1
MANUAL FOR ALL ARCHITECTURAL,MECHANICAL,ELECTRICAL,PLUMBING,AND SOLAR SPECS. TYP RISER SYSTEM TYP. r p
7.LAG BOLTS SHALL BE ASTM A276 TYPE 304 STAINLESS STEEL..UNLESS OTHERWISE NOTED.
B,ALL HELIGCOL COLLECTOR MODELS MAYBE INSTALLED PER THIS STRUCTURAL CONNECTION DRAWING. HELIOCOL
� __{•=-''�
9,PVC PIPE RISER/SPACER IS REQUIRED FOR PIPE CLAMPS WHERE PIPE ELEVATION VARIES. LONG CLAMP
10,CONTRACTOR SHALL ENSURE ALL ROOF PENETRATIONS TO BE INSTALLED AND SEALED PER 2014 2'-0"O.C. 1 s �
FLORIDA RESIDENTIAL Coll ism EOITIOH OR LOCAL GOVERNING CODE.
ULTIMATE V.WIND V.,WIND VmWIND QUANTITYOFLAG EMBEDMENT TYR WOOD
WIND SPEED PRESSURES PRESSURES PRESSURES BOLTS-CLAMPS DEPTH REQ. -_ti., SHEATHING
V.(MPH) ZONE 1(PSF) ZONE 2(PSF) ZONE 3"(PSG PER COLLECTOR
- FLAT OR
110-160 22.4,-35.4 22.4,-61.7 22.4,-91.3 (4)1"DLL-(4)CLAMPS ,2' ' BARREL
161-175 26.9,-42.7 26.9,-74.3 26.9,-109.9 (4)1'DLL-(4)CLAMPS 3— HELIOCOL TILE TYP,
-PINS AND MINUS SIGNS SIGNIFY PRESSURES ACTING TOWARD AND AWAY FROM SURFACES, CLAMPS(2
MINIMUM) �°DIA.ST STL LAG BOLT-SEE
RESPECTIVELY. TYR #2 S.Y.P.WOOD SCHEDULE FOR EMBED,DEPTH
-SCHEDULE REFLECTS COMPONENTS AND CLADDING(C&C)NOMINAL WIND SPEED PRESSURES WITH ROOF TRUSS TYP. REQ.TYP.EACH CLAMP PROTECT:
EXI OSURE V,RISK CATEGORY D,ENCLOSED BUILDING AND h<60'0`PER ASCE 7.10'MINIMUM Q
DESIGN LOADS FOR BUILDING AND OTHER STRUCTURES°AND 2014 FLORIDA BUILDING CODE. END CAP 4'-0'TYP.
EFFECTIVE DESIGN WIND AREA IS 12.5 SF PER COLLECTOR FOR KC-50. OPTIONAL FLAT TILE - BARREL TILE
-MINIMUM TD DEPTH
REQUIRED IN WO BE 16.0 DMEMBERF AND HALLEXCUD PER ROOFSCE DECKING THION CKNESS.
TYPICAL MULTIPLE COLLECTOR ARRAY PLAN Z ROOF CLAMP TOP CONNECTION DETAIL 3
"LAG BOLT DEPTH REQUIRED IN WOOD MEMBER SHALL EXCLUDE ANY ROOF DECKING THICKNESS. Z Z
SCALE: "=1'-0" SCALE: HC-2 _C
BMST TI OF COLLECTORS LOCATED IN ROOFD ONE 1 AND 2. D 0 E 3 HO-Z 3�t�
R UIRFS SITE SPECIFIC STRUCTURAL ENGINEER'S APPROVAL FILE
p
HELIOCOL SHORT CLAMP 2'0" HELILn
T-o"D.C.TP RT CLAMP 70 7 0 Z 9. HELIOCOL C ' .0"D.C.T PORT CLAMP o
D.C.TYP. / f
HELIOCOL COLLECTOR HELIOCOL COLLECTOR
HELIOCOL COLLECTOR RISER SYSTEM TYP. RISER SYSTEM TYP.
RISER SYSTEM TYP.
-v HELIOCOL LONG CLAMP HELIOCOL LONG CLAMP o
HELIOCOL LONG 2'-0"O.C.TYP. 2'-0"O.C.TYP. 8 g im
o
CLAMP 2'-0"O.C. (2)#6 HEX SCREWS (2)#6 HEX SCREWS 8 0
GABLE END BUILDING HIP END 4'p'TY. 1YP. ",LENGTH TYP PER "LENGTH TYP PER
ROOF WIND AREA ZONES BUILDING ROOF (2)#6 HEX HELIOCOL CLAMP HELIOCOL CLAMP Q^p p 6
a O WIND AREA //,///"
/ SCREWS-J" d a d ge
ZONES 01 2 LENGTH TYP
� PER HELIOCOLE16.163 2 2 CLAMP WOOD ROOF WOOD ROOF L - TRUSS TYP. TRUSS TYP.
3 _ L L ROOF ASPHALT SHINGLES ��
y a 2 2—— OR 5V METAL ROOF ROOF ASPHALT SHINGLES ROOF ASPHALT . 27A , TYR OR 5V METAL ROOF SHINGLES OR #
Lqi pi���a i�i, V WOOD SHEATHING TYP TYP. SV METAL ROOF TYP.
1 `i� i) h'y x WOOD ROOF TRUSS TYP. WOOD SHEATHING TYP �"DIA.ST STL LAG WOOD SHEATHING TYP DRAWING to
O `�M kN DIA.ST STL LAG S.Y.P.2X4 LOCATE BETWEEN BOLT-SEE SCH. ZX PT S.Y.P.WOOD
BOLT-SEE SCHEDULE TRUSSES AND NAIL WITH FOR EMBED,DEPTH OR ALUMINUM \ 1
—— FOR EMBED.DEPTH REQ. 2-16D NAIL PATTERN AT EACH REQ.TYP,EACH }°DIA ST STL ALL-THRD ROD ALONGUNIST UT CO \\\�
3 2 2 3 TYP.EACH CLAMP END TO WOOD TRUSS CLAMP O.CNtACRTESALL NUTS TYP.HERS MAX, " ALONG COL\ , �,Q g
Z 2 REFER TO SCHEDULE FOR REQUIRED EMBEDMENT REFER TO SCHEDULE FOR REQUIRED EMBEDMENT ALL CONNECTIONS 0 9 6
HC-2 HC-2 DEPTH LABELED")V IN THIS DETAIL DEPTH LABELED"X"IN THIS DETAIL LIMITED SPACE OPTION FOR UNALIGNED TRUSS = ;,
TYPICAL COLLECTOR PITCHED ROOF TYP TOP-BOTTOM ASPHALT-METAL OPTIONAL WOOD SPANNER OPTION OPTIONAL ALL THREAD CONNECTION
LAYOUT-WIND ZONES-SCHEDULE- PLAN('-1 SHINGLE CONNECTION DETAIL CONNECTION DETAIL DETAIL
HC-2 SCALE: 1- 1'-0 HC-2 SCALE: 1'^-0 HC-2 SCALE: l=l-o
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