HomeMy WebLinkAboutEngineering HELIOCOL COLLECTOR GENE C 'NOTES: . CUTOUT OR REMOVE TILE TO INSTAL~AFTKIT' �d Q
1.APPLIdBLE CODE:2014 FLORIDA BUILDING CODE(STH EDITION)&ASCE•7.10 MINIMUM DESIGN ASSEMBLY.RE-INSTALL,REFILL AND RE-SEAL TILES J BE
-LOADS FOR BUILDING AND OTHER STRUCTURES. HELIOCOL CLAMPS TYPICAL HELIOCOL CLAMP.REFER TO SCHEDULE, AFFECTED WITH APPROVED ROOF MATERIALS 4
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 Q
(STH EDITION)REQUIREMENTS.ALL BOLT CAPACITIES ARE BASED ON A SOUTHERN YELLOW PINE DEPTH LABELED°X"IN THIS DETAIL `o H
(SYP)RESIDENTIAL WOOD ROOF TRUSS AS EMBEDMENT MATERIAL
3.ALL WIND DESIGN CRITERIA AND PARAMETERS ARE FOR HIP AND GABLE RESIDENTIAL ROOFS, (2)#6 HEX SCREWS
CONSIDERING FROM A 7'TO A MAXIMUM 27"(2/12 TO A MAXIMUM 6112 PITCH)ROOF 1N SCHEDULE. END CAP LENGTH TYP PER CLAMP
ALL RESIDENTIAL ROOFS SHALL NOT TO EXCEED 30'-V MEAN ROOF HEIGHT. - 3
4.WIND TUNNEL TEST DATA FOR THIS COLLECTOR MAYBE REQUESTED THROUGH UMA SOLAR,INC. "UMA SOLAR"LIFT KIT TYP PER CLAMP BR
AND HAS BEEN COMPILED BY PRI CONSTRUCTION AND MATERIAL TESTING,INC. HELIOCOL SHORT CLAMP T-0° �
S.ROOF SEALANTS SHALL CONWRMTOASTMC920 AND ASTM6511,AND IS THE RESPONSIBILTIY HELIOCOL D.C. �: 90
OF THE CONTRACTOR TO PILOT FILL ALL HOLES.
6.THIS SHEET REFLECTS STRUCTURAL CONNECTIONS ONLY.REFER TO HELIOCOL INSTALLATION COLLECTOR HELIOCOL PANEL �b
MANUAL FOR ALL ARCHITECTURAL,MECHANICAL,ELECTRICAL,PLUMBING,AND SOLAR SPECS. TYP RISER SYSTEM TYP. r O P
7.LAG BOLTS SHALL BE ASTM A276 TYPE 304 STAINLESS STEEL UNLESS OTHERWISE NOTED. HELIR
B.ALL HELIOCOL COLLECTOR MODELS MAY BE INSTALLED PER THIS STRUCTURAL CONNECTI LONG CLAMP
ON DRAWING. CA �.'' ■
9.PVC PIPE RISERISPACER IS REQUIRED FOR PIPE CLAMPS WHERE PIPE ELEVATION VARIES. fl LONG
10.CONTRACTOR SHALL ENSURE ALL ROOF PENETRATIONS TO BE INSTALLED AND SEALED PER 2014 T-0°O.C.
FLORIDA RESIDENTIAL CODE 5TH EDITION OR LOCAL GOVERNING CODE.
ULTIMATE V.WIND Vm WIND V.WIND QUANTITY OF LAG I �'- WOOD
EMBEDMENT
WINDSPEED PRESSURES PRESSURES PRESSURES BOLTS-CLAMPS 9
V.(MPH) ZONE 1(PSF) ZONE2(PSF) ZONE 3'(PSF) PER COLLECTOR DEPTH REQ. _ SHEATHING 5
N'� FLAT OR e
I ID-160 22A,-35.4 22.4',-61.7 22.4,•913 4 DIA.-(4)CLAMPS 2— BARREL
()(' TILE TYP. a
161-175 26,9,-42.7 26.9,-74.3 26.9,-309.9 (4)�'DIA.-(4)CLAMPS 3' 1 HELIOCOL c
CLAMPS(2
-PLUS AND MINUS SIGNS SIGNIFY PRESSURES ACING TOWARD AND AWAY FROM SURFACES, MINIMUM) DIA.ST STL LAG BOLT-SEE
RESPECTIVELY. #2 S.Y.P.WOOD SCHEDULE FOR EMBED.DEPTH
-SCHEDULE REFLECTS COMPONENTS AND CLADDING(C&C)NOMINAL WIND SPEED PRESSURES WITH TYF. ROOF TRUSS TYP. REQ.TYP.EACH CLAMP PROJECT:
EXPOSURE'C,RISK CATEGORY 11,ENCLOSED BUILDING AND h<60'-0"PER ASCE 7-10'MINIMUM
DESIGN LOADS FOR BUILDING AND OTHER STRUCTURES°AND 2014 FLORIDA BUILDING CODE. END CAP 4'-0"TYP. OPTIONAL FLAT TILE - BARREL TILE
-EFFECTIVE DESIGN WIND AREA 1512.5 SF PER COLLECTOR FOR HC•50.
-MINIMUM Vm WIND PRESSURE SHALL BE16.0PSF AND-16.0PSF PER Asa 7-10 SECTION 30.2.2. TYPICAL MULTIPLE COLLECTOR ARRAY PLAN �� ROOF CLAMP TOP CONNECTION DETAIV 3� W z�n
"LAG BOLT DEPTH REQUIRED IN WOOD MEMBER SHALL EXCLUDE ANY ROOF DECKING THICKNESS. _ •f =a
1 5T TI 0 T§ OF WIND ZONEI AN0 2. IND ZONE 3 SCALE' "=!-0" - SCALE:1-I 0 HC-G F,
HC 2 �, �'
R UIRE55 SPECIFIC STR NffRWAL i. q A�.w Lu
��+.� _ V�z
.st.'.�. � I
REVIEWED L'Y "';�V
EVI 6 HELIOCOL SHORT CLAMP HELIOCOL SHORT CLAMP o
T HELIOCOL SHORT CLAMP 2'-0" 2'-0"O.C.TYP. 2'-0"D.C.TYP. �'a
PLANS API PE MIT O.C.TYP.
MUST TJE ILEPT ON JOB OR HELIOCOL COLLECTOR HELIOCOL COLLECTOR o LL N
NOINSPECTIO WILLSEMA HELIOCOL COLLECTOR RISER SYSTEM TYP. RISER SYSTEM tYP. $ Q
v RISER SYSTEM TYP. HELIOCOL LONG CLAMP HELIOCOL LONG CLAMP. o r"
HELIOCOL LONG T-0"O.C.TYP. 2 0"O.C.TYP. O o 3 CLAMP 2'-O"O.C. (2)#6 HEX SCREWS (2)#6 HEX SCREWS
GABLE END BUILDING HIP END 4'�TY, TYP. -J"LENGTH TYP PER -J"LENGTH TYP PER o
ROOF WIND AREA ZONES BUILDING ROOF (2)#6 HEX HELIOCOL CLAMP HELIOCOL CLAMP o O O
a O WIND AREA O / / SCREWS-
ZONES / /Q1 2 LENGTH TYP
PER HELIOCOL DATE 12-16.16 11
/( CLAMP
3— 2 —— — 2 WOOD ROOF WOOD ROOF DRAWN BY: Jar
L I ROOF ASPHALT SHINGLES TRUSS TYP. TRUSS TYP CHKD BY: ]AT
3 y - 2 2— I ROOF ASPHALT SHINGLES ROOF ASPHALT REC NO.a 29127
OR 5V METAL ROOF ���
( ' r a " �� --I'� T' OR SV METAL ROOF SHINGLES OR S� AS NOTED
9 f r, 1(I 1qp All" i �1 ) � WOOD SHEATHING TYP s ryP, SV METAL ROOF TYP.
WOOD ROOF TRUSS TYP. WOOD SHEATHING TYP �"DIA.ST STL LAG WOOD SHEATHING TYP 2X PT S.Y.P.WOOD DRAWING a
x t g ] ) DIA.ST STL LAG S.Y.P.2X4 LOCATE BETWEEN BOLT-SEE SCE. OR ALUMINUM \\\
FOR EMBED.DEPTH \\
BOLT-SEE SCHEDULE TRUSSES AND NAIL WITH REQ.TYP.EACH ° �
FOR EMBED.DEPTH REQ. 2-16D NAIL PATTERN AT EACH DIA ST STL ALL-THRD ROD UNISTRUT
3 2 2 3 TYP.EACH CLAMP END TO WOOD TRUSS CLAMP W/NUT-WASHERS MAX.T-0" ALONG C�QI[(.• �P
O.C:LOCTITE ALL NUTS TYP,
Z Z REFER TO SCHEDULE FOR REQUIRED EMBEDMENT REFER TO SCHEDULE FOR REQUIRED EMBEDMENT ALL CONNECTIONS 0
HC-2 HC-Z DEPTH LABELED"X"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 q CONNECTION DETAIL �� DETAIL
3i HC-2 SCALE: �'-o HC-2 HC-2SCALE: i p
SCALE; 1=1.0 1=1-0
FEB 21 2017