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(E)CONC. PANEL (E)4 x 14 (E) ROOF <br /> SHEATHING - <br /> ° 1'-0" ° ° ° <br /> 0 <br /> ,---�p, <br /> 0 0 0 0 0 0 <br /> SAKE REINDERSMA <br /> PLYWD. SHTG. SEE G.S.N. 16 GA CONT 14 �15 � M ,4 R c H � T E C T <br /> BENT PL 54�� 540� <br /> 16 GA CONT BENT PL 5450 E. Hi h Street,Suite 200 <br /> . w(2)#10 TEK REINFORCE (E)2x6 w/ REINFORCE (E)2x6 w/ g <br /> w(2)#10 TEK @ EA STUD EA STUD � Scottsdale,Arizona 85054 <br /> @ (N)2x6 (D FIR#1)w/ ' (N) 2x6(D FIR#1)w/ <br /> #12 SCREWS #12 SCREWS i p:480.515.5123 f:602.513.7193 <br /> SEE ARCH'L STAGGERED STAGGERED (E) ROOF SHEATHING <br /> www.sra .com <br /> T/PARAPET <br /> � • � � • •� � � _. , - - � � <br /> (4)#10-TEK SCREWS -TYP I I I I <br /> r - - -� ► � <br /> i i i i i o i ii � e � i o ii i i o i <br /> 362S162-43 AT TOP, I � I I 0 I I I � � I �- I L I I �' I I <br /> BOTTOM AND 48" O.C. I I I I � � (E) LEDGER L o � o (E) BEAM e e (E) LED ER I <br /> VERTICAL SPACING AT � � � (N) 1.75 x 14 � � � � � 3 3 I <br /> EACH STUD I I I LVL BEAM w/ I � (E) PURLIN 3 ( � 3 I S301 S301 (E� PUR�.iN � � <br /> #12 SCREWS I I o I � o S301 <br /> I : : I I : :I @ 6"o.c. STAGGERED S3O� � ( � I I � <br /> = <br /> 600S162-54 Io � l Z �� � I Z Z � o � � Z I � � I m <br /> @ �s"o.c. Iw � l � � � o � � � � i � oi � o Iw � l <br /> I I I � � . . F— Q J o J J � J �— O <br /> . � � � � � � � �� � � � � � � � � � I � � � <br /> I I I 3 Iw � l � o Iw � � o � �' a Iw � l � e Iw � l <br /> I I I I � zz � � I ? z � � � I ? zl � I ? ZI AVS70B #: 7172 <br /> I I I I � W� � � � I W° � � � I w� � � I w° I A.V.SCHWAN&ASSOCItiTES <br /> PLYwD. SHTG. I I I I I I = o � � o = = o � � = o I I <br /> CONSULTING STRUCTURAL ENGINEERS <br /> SEE G.S.N. I I I I <br /> I I Z 4 � I Z 4 Z � � 4 Z � � bos otEtsd IemAri ona 8525t1 � <br /> � ; . � � . .� REINFORCE(E)2x6 w/ REINFORCE (E) 2x6 w( � � � o S301 i i o " S301 " o i � S301 " o I I <br /> Phone:(602)265-4331 Fax:(480)663-1788 <br /> Websitc:we�µ�.AVSchwan.com <br /> � (N)2x6(D FIR#1)w/ (E) ROOF SHEATHING (N)2x6 (D FIR#1)w/ I I (N) HSS BEAM-SEE P�AN � (N) HSS BEAM-SEE PLAN (N)IHS �EAM -SEE PLAN I I <br /> #12 SCREWS AT 6"o.c. #12 SCREWS AT 6"o.c, � � (E)CONCRETE WALL o 0 0 0 (E) CONCRETE WALL I I <br /> I I I I -STAGGERED (E) GLB -STAGGERED • o 0 0 0 0 0 0 0 0 0 • o o • o • o a► <br /> I I I I ' <br /> I Q I I Q I (E)4x14 (E)4x14 ( � � � � � <br /> . 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S300 <br /> I I HATCHED AREA INDICATE METAL �o LL r W <br /> � ` J� � � i`�� I I SEE ARCH'L N EA , SE- P N STUD INFILL PER DETAIL 9&10/S301 Q- <br /> . � �\ + �� <br /> - - - - - - - - - - - - -� p 4 (B.O.STEEL.) • <br /> . . � . . . . . . � � � � S301 '-o� 5 j '-0' 4 <br /> .� � .. <br /> . <br /> �i � ae � � � � <br /> � � � � e` � \ <br /> � �+� a �v \ ii � � � � � Z 54�� z S301 � <br /> � � � � <br /> � � � � � � I I � EQ E . � SIM <br /> . �� m � �� � <br /> o � �, I I J J <br /> Q `\a�\ !� n' I \ / I I o I Q � I Q <br /> � \\ . I I I - . 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ROOF METAL DECK WELDING PATTERN � � (N) FOOTING - - _ ( � __ (N) FOOTING __ <br /> date: I/5/IS <br /> 7 , , <br /> 36/7/4 PATTERN - TYPE B �ssued for: <br /> � PERMI T 5UBM1 TTI�L <br /> (E) FOOTING � EQ EQ EQ EQ EQ EQ <br /> (E) FOOTING revision no.: date: <br /> 3'-0" 4'-0" 4'-0" 3'-0" <br /> � _ _ <br /> � job no.: 17-0�4 <br /> sheet title: <br /> C�) ELEV�TIONS <br /> � sheet no.: <br /> , <br /> , <br /> � � � � <br />