HomeMy WebLinkAboutEngineering RECE `';D MAR 03 2017
SOLENE COLLECTOR GENER&ROTES; NOI c. FOR TILE ROOFS,SOLENE MOUNTING BRACKET WITH LIFT KIT ASSEMBLY SHALL BE USED. ROOF DECKING SOLENE ALUMINUM 9
1.APPLICABLE CODE:2014 FLORIDA BUILDING CODE:(BTH EDITION)&A5CE-7-lU MINIMUM NOT SHOWN FOR CLARITY. REFER TO SCHEDULE FOR REQUIRED COLLECTOR LAYOUT FOR EACH WIND SPEED. FRAME SECTION TYP.
DESIGN LOADS FOR BUILDING AND OTHER STRUCTURES. - "STAINLESS STEEL OAK
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2.BOLT DIAMETER AND EMBEDMENT LENGTHS ARE DESIGNED PER 2014 FLORIDA BUILDING CODE
(STH EDITION)REQUIREMENTS.ALL BOLT CAPACITIES ARE BASED ON A SOUTHERN YELLOW PINE CARRIAGE BOLT 0
((SYP RESIDENTIALWOOD ROOFTRUSS AS EMBEDMENT,MATERIAL _ TYP.PER MOUNT 1(�l 9�
3.A�WIND DESIGN CRITERIA AND PARAMETERS ARE FOR HIP AND GABLE RESIDENTIAL ROOFS, i BRACKET z g
CONSIDERING FROM A 7"TO A MAXIMUM 27"(2/12 TO A MAXIMUM 6/12 PITCH)ROOF IN SCHEDULE. SOLENE ALUM.MOUNTING BRCK.TYP CKESOLENE ALUMINUM
BUILDING NOT TO EXCEED 30'-0"ROOF HEIGHT.CONTRACTOR RESPONSIBLE TO VERIFY ROOF SLOPE. 4 PLCS..SEE SCHEDULE THIS SHEET SOLENE ALUM.MOUNTING if
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4.FACH BRACKET SHALL BE FASTENED TO THE COLLECTOR WITH(1)ST STEEL CARRIAGE BOLT PER FLUSH MOUNT BRACKET SLOTTED HOLE
BRIX.TYP 4 PLCS.SEE g>r
CONNECTION.EACH BRACKET SHALL BE FASTENED TO ROOF TRUSS WITH(1)i"DIA.A276 STAINLESS STEEL j 21-0-�O.C.TYP-.h 2'•0"_]O.C.TYP.� SCHEDULE THIS SHEET TYP. IN FRAME TYP, B�
LAG BOLT.SEE SCHEDULE FOR LAG BOLT DESIGN EMBEDMENT. T l
S.ROOF SEALANTS SHALL CONFORM TO ASTM C920 AND ASTM 6511,AND IS THE RESPONSIBILITY TYPICAL CARRIAGE BOLT-FLUSH
OF THE CONTRACTOR TO PILOT FILL ALL HOLES, 5
6.THIS SHEET REFLECTS STRUCTURAL CONNECTIONS ONLY.REFER TOSOLENEINSTALLATION
j MOUNT BRACKET CONNECTION DETAIL �s
MANUAL FOR ALL ARCHITECTURAL,MECHANICAL,ELECTRICAL,PLUMBING,AND SOLAR SPECS. All. SCALE! 1 "=1'-0" �
7.ALL LAG,BOLTS THIS SHEET.SHALL BE A276 STAINLESS STEEL UNLESS OTHERWISE SPECIFIED. '��!'
S.SOLENE COLLECTOR(S)THIS SHEET SHALL BE ALL SOLENE AURORA AND SLSG(SPLIT GLASS)COL ECTORS. j REFER TO SCHEDULE THIS SHEET FOR REQUIRED EMBEDMENT DEPTH
9.PVC PIPE RISERISPACER IS REQUIRED FOR PIPE CLAMPS WHERE PIPE ELEVATION VARIES. LABELED"X"IN THIS DETAIL y�
10. CONTRACTOR SHALL ENSURE ALL ROOF PENETRATIONS TO BE INSTALLED AND SEALED PER 2014 -I J I�
FLORIDA BUILDING CODE(STHEDCTION)OR LOW-GOVERNING CODE. j j CUT OUT OR REMOVE TILE TO INSTALL KIT"ASSEMBLY.RE-INSTALL,
U1nMATE Vm WIND Wd WIND V.WIND.' QUANTITI'OF EMBED. COLLECTOR j REFILL AND RE-SEAL TILES AFFECTED WITH APPROVED ROOF MAT. 5
WIND SPEE PRESSURES PRESSURES PRESSURES BOLTS BRACKETS DEPTH VA(MPH) ZONE 1(PSF)ZONE 2(PSF)ZONE 3'(PSF) PER COLLECTOR REQ. LAYOUT j SOLENE COLLECTOR TYP. e
SOLENE
110.140 17.5,-27.9 17.5,-48.6 17.S,•7I.8'(4)J'DLA-(4)BRCK. 2• ' PORT.,LAND. BRA
I BRACKET.
141.175 26.8,-42.7 26.8,-74.3 26.8,-109.9 1(4)1"DIA,•(4)BRIX, 3""' PORT„LAND.
-PLUS AND MINUS SIGNS SIGNIFY PRESSURES ACTING TOWARD AND AWAY FROM SURFACES, I I g"DIA.ST STL LAG BOLT TYP.
RESPEcrIVELy. I SEE SCH FOR EMBED DEPTH
--SCHEDULE REFLECTS COMPONENTS AND CLADDING(C&C)NOMINAL WIND SPEED PRESSURES I I REQ TYP - PRO]ELT:
WITH EXPOSURE'C',RISK CATEGORY 11,ENCLOSED BUILDING AND h<60'-0'PER ASCE 7.10 !
'MWIMUM DESIGN LOADS FOR BUILDING AND OTHER STRUCTURES"AND 2014 F.R.C. I SOLENE 3X3Xi-4"ALUM. , \ �`�- -�
MINIMUM VmWIND PRESSURE SHALL BE 16.0 PSF AND-16.0 PSF PER ASCE 7-10 SECTION 30.2.2. I 6063T6 W/1"DIA,X ��' FLAT OR z�,
-•EFFECTIVE DESIGN WIND AREA 1510 SF PER COLLECTOR. -- _ j I -� Z
INSERT"LIFT KIT° BARREL
"•LAG BOLT DEPTH REQUIRED IN WOOD MEMBER EXCLUDING ANY ROOF DECKING. N o
I� I� �_ I� I ASSEMBLY TYP. TILE TIP•
INSTALLATION OF COLLECTORS MUST BE IN WIND ZONE 1 AND 2. D ZONE 3INSTAL nON E^ / WOOD �-�
*REQUIRES SITE SPECIFIC STRUCTURAL ENGINEER'S APPROVAL. SHEATHING TYP. a' z
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TYPICAL COLLECTOR ORIENTATIONS �� TILE ROOF CONNECTION DETAIL �6� �20
SCALE: 1 "=1'-0" o N
b SCALE:3"=1'-U" SL 3 SL-3 -0 E .-
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* ROOF SHINGLES TYP. ROOF SHINGLES TYP, �i oce
SOLENE ALUMINUM MOUNTING SOLENE ALUMINUM MOUNTING WOOD SHEATHING TYP. uLy o 0
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a Q $ I ROOF TRUSS TRUSS BEYOND SCALE AS NOTEo
2X PT S.Y.P.WOOD OR
�i BEYOND 7 S.Y.P.(2)2X4 LOCATE BETWEEN
` I i ALUMINUM UNISTRUT TRUSSES WITH 4.16D NAIL PATTERN � G R g
WOOD SHEATHING
A Q \ n P CONT.ALONG PANEL i" AT EACH END TO WOOD TRUSS, 1 1 /11�ti11�
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1- _ ______ __ _____- �"DIA.ST STL LAG BOLT TYP.SEE SCH FOR 1"DIA.ST STL ALL-THRD ROD WITH NUT- �"DIA.ST STL LAG BOLT TYP.SEE SCH Ft� F
3 2 2 3 EMBED DEPTH REQ TYP. WASHERS MAX.T-O"O,C:LOCTITE ALL NUTS EMBED DEPTH REQ TYP. \� �(� C EN¢ •,R� i
Z Z WOOD SHEATHING TYP. TYP.ALL CONNECTIONS REFER TO SCHEDULE THIS SHEET FOR REQUIRED ;
SL 3 SL-3 REFER TO SCHEDULE THIS SHEET FOR REQUIRED EMBEDMENT DEPTH LABELED"X"IN THIS DETAIL * 3
EMBEDMENT DEPTH LABELED"X"IN THIS DETAIL TYPICAL WOOD SPANNER OPTION
TYPICAL COLLECTOR PITCHED ROOF LAYOUT TYPICAL ASPHALT/METAL TYPICAL LIMITED SPACE OPTION FOR UNALIGNED TRUSS-BRACKET %�°'• m ��
-WIND ZONES-SCHEDULE PLAN 1 SHINGLE CONNECTION DETAIL 3 CONNECTION DETAIL 4 CONNECTION DETAIL oRlC) �� �V,
SCALE:NONE - SL-3 SCALE: 1 "=1'-0" SL-3 SCALE: I2'=r-o° SL-3 SCALE: 1 °=V-0" - S s� AEPE
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