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Plans (13) o / / -3aoCv 1 INDICATES ADDED 4x4 BRACE. SEE 2/S2 f -. -, ► P14LI `` TYP. (4) PLACES 1�� • /3705 SA //D' ATE_ . SOLAR ARRAY STAND OFFS TO BE LOCATED AT A MAXIMUM L r .4 ��� SPACING OF 4' -0 "OC, CENTERED I . t BETWEEN TWO JOISTS ON A � ;L � _� i ce/ BLOCKING PIECE, NAILED /(3) 16d A . . e e0¢ 44 , TO EA. JOIST. Nt b j • ®t�Q, I I 1 �a EXISTING BEWU I WALL BELO o I o N ` I W - EXISTING ROOF OV 03 2011 1 / I 1 o NOTES: CITY TIGARD r o I w 1. CONTRACTS ®I KDII`' f� IS ON N I `� ALL EXISTING CONDITIONS, I 0 SIZES AND DIMENSIONS AND °' I _ REPORT ANY DISCREPANCIES w w N FROM THESE PLANS TO THE ENGINEER. m m `1° 1 2. EXISTING PLASTIC ROOFING I-o 1-- o ILa , AND 2x2 FRAMING OVER 0 0 2X8 JOIST©24 "OC (EXI TING) � � JOISTS TO BE REMOVED. 3. ANY MEMBER WITH Z EXCESSIVE CRACKING OR d CHECKING OR DAMAGED OTHERWISE TO BE REPLACED v) m IN KIND. R) w w I I x G-20 a) 1 O I F- TYP o ' I o e ° x ° CV I n - . 1 I � 0 I I v (f , I I I I © I I I l/� I ® I T YP. A PARTIAL PLA\ AT SOLAR ARRAY Si 1/4 „ =1,_Q” ZAC BLODGET, PE REVISIONS: SOLAR ARRAY 13705 SW 1101h AVE S FT MADE R 09. 08.2011 TIGARD, OR ZACBLODGET @GMAIL.COM ® 10.18.2011 Si 503.334.1870 PREPARED FOR: MIKE WERNER 1500 SW PARK AVE. #215 ® 11.03.2011 503 381 6026 PORTLAND, OR 97201 SCALE: NOTED DATE: 09/08/2011 .. 1.0 A` 'A ANN le 1 Iv A . ,it I:Y 0TH RS e • "L -F0e " T • ■ it • F 0''IC MAX. x • TEN 0 B OCKING w/ 1 A , :-..e .4j ; _ r 'y - /16 "x3" LAG BOLT, TYPICAL. / \ ` EXIS . • x • "0 • ND FASCIA JOISTS 4 ') EXIST. 2x8 JOIST. ADD A35 AT JOIST ��E .. TO BEAM CONNECTION, TYP. ' ■ - • .i ' ® ,0 2x8 FASCIA JOIST. , I �y J. e 0 � ADD (4) SIMPSON 11 1 - 1 � —ADDED 2x8. SDS 1/4x3" SCREWS, : `� SEE PLAN �y;.1,4� ?Iri ' , '� TYPICAL. p. 3 1�.. l jL1 Jj' ADD (4) SIMPSON SDS 1/4x3" SCREWS 111L ; AT EACH POST, TYP. EXISTING L4X4X1/4 = - _:-- TO EXISTING ROOF (VERIFY) EXISTING ROOF AND A WALL FRAMING, TYP. SECTION A SECTION B III DETAiL 3/4 „ =1'_0” 7 T _p - i i SOLAR PANELS AND MOUNTINGS 11 BY OTHERS Nr, "L -F• • " T T. • 0 ©• 'OC MAX. • ... N TO BLOCKING w ( �r� /� 5/16 "x3" LAG BOLT, TYPICA . / \ EXISTING JOISTS AND HANGERS r EXISTING 4x8 BEAM, 4x4 POST ri ADDED 4x4 BRACES AT SOUTH !! CORNERS \ :. (2) 1/2" DIA. LAG BOLTS, MIN. 3" EMBED INTO POST, COUNTER -SINK 3/4" MAX. TYP. r2 DETAIL S2 3/4 „ =1 ,_ SOLAR ARRAY . NUMBER ZAC BLODGET PE REVISIONS: 13705 SW 110th AVE 09.08.2011 TIGARD, OR ZACBLODGET @GMAIL.COM ® 10.18.2011 S2 503.334.1870 PREPARED FOR: MIKE WERNER 1500 SW PARK AVE. #215 ® 11.03.2011 503 381 6026 PORTLAND, OR 97201 SCALE: NOTED DATE: 09/08/2011