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<br /> PHOTOVOLTAIC MODULE GENERAL NOTES: 39"X 78°PHOTOVOLTAIC ALUM.SOLAR RAIL TYP 2 PLCS PER 3RD RAIL LOCATION 12"ALUMINUM INTERNAL g� 1
<br /> 1.APPLICABIE CODE 2014 FLORIDA BUILDING CODE(STH EDITIONJ&ASCE 7-10 MINIMUM DESIGN TYP. SEE SCHEDULE. SPLICE BAR(USE WHEN ' �» ��
<br /> LOADS FOR BUILDING AND OTHER STRUCTURES. MODULE TYP. ARRAY.$EE SCH FO 3RD RAIL REQ. ------------=------------------------------= SPLICE AT MID-SPAN W/ �%�Q�f� ac � �
<br /> ee°ae__=,ee«_=�eee.-�e-,.,-�=�_e...eee.__ .,�_
<br /> 2.BOLT DIAMEfER AND EMBEDMENT LENGTHS ARE DESIGNED PER 2014 FLORIDA BUILDING CODE(5TH --------+----------e--=--0-----------•_-----
<br /> G r � .4..._...e............... .� ..... I4)#10-16Xz"ST STL SELF �J�d� ��
<br /> EDITIONJ REQUIREMENTS.ALL BOLT CAPACITIES ARE BASED ON A SOUTHER YEILOW PINE(SYP) RS TR$ TRS TRS TR TRS TRS �os"'
<br /> RESIDENfIALW00DRO0FTRU55A5EMBEDMENTMATERIAL � I � � T i � I F � � � -.=:e:=�_______________ ____________ __ ______= TAPPINGSCREWSTYP ����� � �
<br /> 3.ALL WIND DESIGN CRITERIA AND PARAMETERS ARE FOR HIP AND GABLE RESIENTIAL ROOFS, o ��� � �
<br /> CONSIDERING FROM A 7°TO A MAXIMUM 27°�2/12 TO A MAl(IMUM 6/14 pRCN)ROOF IN o IRONRIDGE XR 1000 OR XR 100 T #1 O-16xj�ST STL SELF TAPPING �
<br /> SCHEDULE ALL RESIDENTIAL ROOFS SHALL NOT EXCEED 30'-0"MEAN ROOF HEIGHT. __._ ��u �� �
<br /> u ALUM.SOLAR RAII TYP SCREW TYP 4 PLCS PER BEAM SPLICE
<br /> 4.ROOFSEALANTSSHALLCONFORMTOASTMC920ANDASTM6511,ANDISTHERESPONSIBILITY i ° TYPICAL SOLAR RAIL BEAM SPLICE DETAIL � a b � 4
<br /> OF THE COMRACTOR TO PILOT FILL ALL HOLES. � ��
<br /> 5.THIS SHEET REFLECTS STRUCTURAL CONNECiIONS ONLY.REFER TO MANUFACIURER MANUAL =
<br /> FOR ALL ARCHITECIURAL,MKHANICAL,EIECTRICAL,AND SOLAR SPECS. � B S�p�. �1"-��_p^ m�
<br /> 6.ALL AIUMINUM COMPONENTS SHALL BE ANODIZED ALUMINUM 6105-TS UNLESS OTHERWISE NOTED. ,;., e � � m � '
<br /> 7.lAG BOlTS SHALL BE ASTM A276 STAINLE55 STEEL UNLE55 OTHERWISE NOTED. `" o SPACING OF FLANGE CONNECTION SHALL BE FASTENED TO STRUCTURAL WOOD ROOF SUPPORT �n �
<br /> 8.aLL 39'X 78°PV MODULES(OR SMALLER)MAY BE INSTALLED PER THIS STRUCTURAL DRAWING. I LOW PROFILE MO E � � z u TYP.2 PLCS.PER SIDE OF MODULE AND BE CONNECTED<25%OF MODULE LENGTH.
<br /> 9.ALL SOLAR RAILING AND MODULES SHALL BE INSTALLED PER MANUFAC7URER INSTRUC�IONS. � � � � � �4 i
<br /> 10. �ONTRACTOR SHALL ENSURE ALL ROOF PENEfRATI0N5 TO BE INSTALLED AND�SEALED PER 2014 1 � i x n USE ANTI-SEIZE AND TIGHTEN TO TORQUE ��
<br /> FLORIDA BUILDING CODE(STH EDITIONIOR LOCAL GOVERNING CODE i � � I i i � m � �
<br /> m - T PER MANUF.INSTRUCTIONS
<br /> ..,�aa��e..��ea�9ma��..a�...q.. e t
<br /> I i I i i i i m REFER TO SCHEDULE FOR REQUIRED EMBEDMENT � i
<br /> ULTIMATE WIND EXPOSURE B WIND IXPOSURE� WIND EXPOSURE D EMBED. _
<br /> ! � i ! ! ! a�u DEPTH LABELED"X"IN THIS DETAIL .�, �
<br /> WIND SPEED MAX SPAN,MAX MAX SPAN,MAl( MAX SPAN,MAX DEPTH ' v w '
<br /> Vm�MPH) CANme/ER CAMILEVER CANiILEveR RK,1. � I i � i �N 3X2X2°8"THICK IRONRIDGE � s �
<br /> I � i m z L-FOOT TYP EVERY ROOF y �
<br /> 110 6'-0°o.C.,l'-9°O.C. 6'-0"o.C.,l'-9"o.C. 4'-0"o.G,1'•7"o.C. 3°• � � � � �aa - PENEfRATION ;
<br /> 120 6'-0°O.C.,1'-9'O.G 4'-0°O.C.,1'-7°o.c. a'-o'o.c,t'-7'o.G 3°' MAX SPAN.SEE SCH. P X e"-16 HEX CAP ST STL `P.�� � P
<br /> 130 4'-0°o.C,t'-7°O.G 4'•0°o.C.,l'-7°O.c a'-o'o.C.,l'-7"o.c 3°• i i � i HI�H PROFILE ODE BOLT AND ST STL " :°
<br /> SERRATED FLANGE-NUT a
<br /> I 40 4'-0°O.0,1�-7°O.C. 4'-0°O.G,1'-7°O.G 4'-0°O.0,1'-7°O.C. 3°• 5� TYP. � � �
<br /> MAX CANT.SEE SCH. ALUM L-FOOT-ia DIA ST STL LAG BOLT P. SEE SCH � � � ,
<br /> ASPHALT SHINGLES j�l
<br /> 150 4'-0"o.G,1'-7°O.c. 4'-0°O.G,1'-7"O.C. 4'-0"o.C.,t'-7"O.C. 3°• FOR MAX SPAN REQ.
<br /> /METAL 5V ROOF TYP. �, �%� I
<br /> 160 4'-0'O.C,1'-7°O.C. 4�-0'O.C.,1'-7'O.G 4'-0'O.G,I'-7°O.G 3°• 0 END-CLAMP W/�°
<br /> ,�0 4,-0�0.�,,,-��o.�. 4,_o°o.G,,,_ro.c 2,-o•a.c,9�o.�. 3�� TYPICAL PHOTOVOLTAIC MODULE ARRAY PLAN 2 PHOTOVOLTAIC 20HEXCAPSTSTL PRo1Kr:
<br /> 3� MODULE TYP. BOLT AND ST STL
<br /> SCALE: 1'0"
<br /> 175 4'-0°O.C,1'-7°o.G 2'-0°o.G,9'o.G 2'-0°O.C,9°o.G 3°• 16= VR3 � � ASPHALT SERRATED o=
<br /> •SCHFDULE REFlECTS COMPONENTS AND CLADDING(L&�)NOMINAL WIND PRESSURES WITH SHINGLE$� FLANGE-NUT TYP. ��
<br /> eXPOSURE'e°-°C'-°o',RISK cnhGORY II,�CLOSED BUI�ING aN�h<60'-0°PER ASCe S.Y.P.2X4 LOCATE BETWEEN IRONRIDGE XR 1000 METAL 5V END-CLAMP SIZE ��
<br /> 7-10°MINIMUM DESIGN LOADS FOR BUILDING AND OTHER$TRUCTURES°AND 2014 F.B.G TRUSSES AND NAIL WITH OR XR 1 OO ALUM. W��� ROOFING TYP. VARIES. o�
<br /> 'LAG BOLT DEPTH REQUIRED IN WOOD MEMBER EXCLUDES ANY ROOF DECKING THICKNE55. 2-16D NAIL PATTERN AT EACH SOLAR RAIL TYP. SHEATHING s��$T STL LAG BOLT. SEE _�
<br /> 3RD RA L S REOUIRED PER ROW OR COL MN FOR SPECIFIED WIND SPEED AND EXPOSURE END TO WOOD TRUSS WOOD ROOF 16 U z
<br /> SCH FOR EMBED DEPTH �_ �
<br /> ASPHALT TRUSS TYP. REQ.TYP EACH L-FOOT �-� i
<br /> INSTALLATIONOFMODULESSHALLBELOCAiEDINROOFWINDZONEIAND2.WIND20NE3 �;:=�`"�� SHINGLES/ TYPICAL PV SOLAR RAIL END CONNECTION DETAIL 3 a�o !'
<br /> REQUIRES SITE SPECIFIC STRUCTURAL ENGINEERS APPROVAL � METAL 5V �„ •,Z•�� �j ;
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<br /> ROOFING TYP. SCALE: 1 2=1'-0" VR3 o W w W �'
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<br /> 3 � 2 R �a M 2 3 _,;:::'=====.. _- i/ EMBEDMENT DEPTHELABEL DQX'lIN �N�Z Q "
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<br /> � t c aa�---------- , ,?;,,, THIS DEfAIL }a v�-�
<br /> , N ��D �'Mp ,• ,n,.,=' � '_�u on :-
<br /> i C! FA( V���/NGS ���1�'/�ryO . ' i .�, � 0 3X2X2"8"THICK IRONRIDGE a 0 p O O ��
<br /> i GABLE END BUILDING Z �R�j�ROOF . ,� i,� �:� L-FOOT TYP EVERY ROOF �p �� �� 1
<br /> i ROOF WIND AREA ZONES ����1��0 �� �' 1OL'J '� � PENETRATION a, ��`��'� �'" �
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<br /> � ------R��NAIy�i ' ��� = .=�'" 8"-16 HEX CAP ST STL BOLT ,;:='��' � � DATE:8•25-2016 ��
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<br /> 3 i 2 2 � I • i � --9'�" �� AND ST STL SERRATED
<br /> ' � � %�� DRAWNBY: JAT {
<br /> i �_� ________ � i FLANGE NUT TYP. � ��
<br /> $ 2 I � ''�' (� CHKD BY: lAT � � ;;
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<br /> t� -------- `A Q I` � �_-- �/ ...;'����� A RECORD#: 29127 q ��
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<br /> i� � F � �� \ -� ��� ,i' SCALE: AS NOTED g
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<br /> 2 d � I � �� � �'�"�' p CENTER-CLAMP WITH ��� s.
<br /> i� � � �O � - � �`� �� UNISTRUT CONT.AL � 0 ` - STEEL ALL-THRD ' ` ° � � �� '-
<br /> �� __ � ` e,-'':��%� / PHOTOVOLTAIC ' STL BOLT AND(1)ST � I I�I I` .
<br /> � --- ` OD W NUT- \ \\\ �'Y�/� ���
<br /> 3+------ ---- 2 - -2----- - ---------- `' 3 �°'`-.:i . / MODULETYP. STLSERRATED \\ / e f'�
<br /> WASHERS-LOCTITE FLANGE NUT TY ���F � ��
<br /> � ALL NUTS TYP. IRONRIDGE XR1000 ASPHALT � !�, " SHEETNT��F•1�F � '
<br /> ALL CONNECTIONS OR XR100 ALUM. SHINGLES FRONT SIDE B�SP�fC'E �
<br /> 2 2 '
<br /> VR3 PVR3 SOLAR RAIL NP, y�rOOD ROOFING ib'ST STL LAG BIO T. �y��All N �, � ;i
<br /> WOOD ROOF TYP• FOR EMBED.DEPTH RE�GT�.� N,,,�r�r T ; s,
<br /> TYPICAL PHOTO LTAI RRAY PITCHED ROOF SHEATHING TRUSS TYP. EACH L-F00T — �; � �� � � �,
<br /> LAYOUT - WIND ZONES - SCHEDULE - PLAN 1 OPTIONAL SPANNER CONNECTION DETAILS TYPICAL PV SOLAR RAIL MID CONNECTION DETAIL' R�G ,,.��� � `�
<br /> SCALE NONE PVR3 �
<br /> SCALE: 1 z'=1'0" SCA�E: 1 g'=1'0" � -'���;E � ���
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