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. iu . <br /> NOTEs: General Notes: <br /> R - PIECE 1/PIECE 2 TO OVERLAP 4"MIN.WHEN ASSEMBLED <br /> =------ENDS OF METAL ROOF <br /> \"��, / PANELS @ CRICKET PROVIDE(2)CONT.BEADS OF SEALANT @ SADD�E OVERLAP � -4° _ � 4" " NOTES: 1. SADDLES, BOOTS&PLATES THIS <br /> ', (PENTHOUSE) � —�'FULLY-ADHERED PVC ' � 12 A RE ' � 12" '"� j 1. ALL JOINTS&PINHOLES TO BE D R A W I N G S H E E T T O B E <br /> � MEMBRANE CRICKET � - 5"DIA. - � r AS REQ'D ►' FULLY-SEALED W/HEAT WELDED FABRICATED FROM 24 GAUGE <br /> � _ /- -12�� � <br /> (50 MIL FIBERTITE-XT-KEE -� S 4� �� (12 MIN.) STAINLESS STEEL,Wl ALL <br /> ; '� �� �" OR EQUIVALENT) (12 MIN.) -----'- SLOPE AS REQ'D STRIPS OF SINGLE PLY MEMBRANE. <br /> i �� <br /> . � TO MATCH ROOF 2 2. SET DRIP EDGE FLASHING PER DET. JOINTS FULLY-SOLDERED. ' <br /> g � ,► � ► 6,� <br /> �,;,j;��. ��',i��� %i 12" � � � � � <br /> __ 1 <br /> ,_--� � 1/A7.5 OVER THE TOP OF THE <br /> � � / � 'SLOPE @ BASE OF BOOT - SLOPE � TRANSITION FLASHING IN A CONT. 2. PROVIDE/INSTALL SINGLE PLY <br /> > <br /> � <br /> I <br /> MEMBRANE TARGET W/WELDED <br /> � � ' ��� I � ;' �� � , � BED OF SEALANT. <br /> / / �2 � , f � � TO MATCH ROOF SLOPE „ I I � �2„ 2' � JOINTS BELOW SADDLE WHERE <br /> _____- � <br /> / / � j (PIECE 2) � 6" - � - OCCURRING @ MEMBRANE <br /> 12 <br /> � � _-_ i <br /> �/ 1.5 ;-'"� i � f\12 I � ,__, ROOF AREAS(TARGET TO <br /> 4 I __ � � ,� <br /> � _ (PIECE 1) I � l <br /> �� <br /> � �, � , --- � � I ____ I MATCH EXTENT OF SADDLE). <br /> � �. <br /> ,i- _ , �, �'�, � � '� <br /> � � , , <br /> . -I- <br /> �„ � � � �' -- \� � I � � _ — �' � SLOPE AS REQ'D TO <br /> , ,- 1 � , _ <br /> , I, � �, � � � — - <br /> \ � � � � � ����__�---�� � � '� � I ' � � I� MATCH ROOF SLOPE � <br /> � � �� � ' � � � � � � - � � � 3. PROVIDE/INSTALL <br /> � `� 1.5 � -�--- - „ � � � <br /> , \� � � � ` HIGH-TEMPERATURE S.A. <br /> �. , � , - �� <br /> � �, ; , 4 _ � � I� M�RAKEEIGHT - <br /> � � <br /> \ _ <br /> � OF � ��,� DIM AS REQ'D TO FIT SUB FASCIA, MEMBRANE TARGET BELOW <br /> ��, �� / ��' -�DIM.AS REQ'D TO --" �f �„i� - � � � � %� <br /> � � � � j__ FASCIA&BACKING PER DEL 11A7.5 SADDLE WHERE OCCURRING @ <br /> . � , � <br /> �� �,, �� ���� - ALIGN UPTURNED �---�� � � ��'' - �- �� <br /> �� � � METAL ROOF AREAS(TARGET <br /> ` I ., __ '�� <br /> 2 � � TO MATCH EXTENT OF SADDLE). <br /> � �� � ,���� � � -�� EDGE W/METAL � �� �� �"- � <br /> '. . � �� <br /> , ���/�,,/'r ROOF PANEL RIB �i � � \ � � I �* <br /> � � �, „ � �� 4 � � � <br /> �� <br /> � � � �, \ � , , 4. SADDLES MAY REQUIRE � <br /> , � � <br /> � � � ��''�% � �;' �" ��UPTURNED EDGE(1"MIN.) � � �� �� � SLOPE BOTTOM OF I �� � MODIFICATIONS IN THE FIELD TO <br /> /��ij,�� � � � 5 ELONGATED HOLE @ @ � �� ,MATCH VERTICAL LEG OF DRIP <br /> , � '`�%�i� - '' ��� � BOTTOM PLATE SADDLE TO MATCH % � �� EDGE FLASHING PER DET. 1/A7.5 MATCH ACTUAL AS-BUILT <br /> � <br /> ����� � V ��-DENOTES 24 GAUGE KEE COATEDICLAD METAL ROOF SLOPE� __ _, � CONDITIONS. <br /> � �� TRANSITION FLASHING WI UPTURNED SIDE <br /> '��_,.12"" �\ 6�� SPLICED/ALIGNED W/THE METAL ROOF PANEL RIBS <br /> � (FULLY-HEAT WELD KEE MEMBRANE TO TOP SURFACE <br /> IN CONTINUOUS,WATERTIGHT FASHION) 8 Saddle Flashing @ Roof-to-Wall Outside Corner/Shed Peak 4 Clad Metal Transition Flashing @ Membrane Roofing Gutter <br /> 14 Elevator Penthouse Cricket 12 Boot @ Downspout Penetration A7.6 Not to Scale A7 6 Not to Scale <br /> A7.6 Not to Scale A7 g Not to Scale ` <br /> 12.. <br /> � 12" ►� 12" ► �----BASE OF SADDLE FLASHING TO <br /> � ��( ;�� <br /> � MATCH ADJACENT ROOF SLOPE <br /> MATCH ROOF r <br /> _12�„ � _ �� � <br /> �� � /- �\DENOTES DIM.AS REQ'D SLOPE----�� - 12 �, 12 <br /> ��� ' � ��" � TO ALIGN UPTURNED 12"""� �, �� � � SLOPE TO � � <br /> ,- � � , , _ <br /> " - �,_ * � <br /> � �� ���� � � � SIDES WI METAL ROOF � �� � MATCH SLOPE �`� ��' � '� � ' <br /> � � � �� ' �� <br /> ,, <br /> �� � �, ;�� ;� � PANEL RIBS � ��� �� OF ROOF� �� � � <br /> � SLOPE @��, , � �� = -`� �� 12��� <br /> , _ , � / � - <br /> - - <br /> :� <br /> , , � <br /> , <br /> � <br /> �* 4.5:12 �_' � 8 <br /> \ � �_ � � � 1 . <br /> , <br /> ,�, � �� <br /> _- � �. � - <br /> ` � i � � <br /> � � � � � b ��, 2�� <br /> � � � � <br /> � �� �2„ - � <br /> � '� �, <br /> � � - � <br /> � � , , <br /> � �� � � <br /> � � � , - - - �'�� _ <br /> _ , <br /> � � , - <br /> _ ,. <br /> I � � <br /> 12�, �� �� � ' \ �� ' <br /> , � � �� � * � � \., �, �■����s. <br /> ��� Q�� �� �6" �., I -� � �`MATCH HEIGHT \ 12° �� �� '� <br /> O,'.� �� � � OF RAKE 12", <br /> � '`�• � �� , � _ <br /> � <br /> g!�� 12 � -- � ��� �� �� i <br /> �' ��� �MATCH �, - ' environmental <br /> � �, � � <br /> ,— �� ���, � WORKS <br /> �� FASCIA \ � ,,�� , , <br /> � � HEIGHT �12", �- - � - �� - <br /> . <br /> ' :��� � ���� ��� � � �� 3 Saddle Flashin Outside Corner �°mmun'ty°es`gn�ente� � <br /> �� . <br /> � SOLDERED SS TRANSITION FLASHING '// A7 6 Not to Scale 402 15th Avenue East <br /> _-% W/UPTURNED ENDS PER GENERAL � <br /> Seattle,Washington 98112 <br /> NOTES THIS DRAWING SHEET � 12° � 206.329.8300 <br /> 12" 206.329.5494 fax <br /> � <br /> � <br /> 13 Transition Flashing @ Shed Roof Intersection �� Saddle Flashing @ Fascia lnside Corner � Saddle Flashing Peak Roof Intersection <br /> Not to Scale Not to Scale Not to Scale Everett <br /> A7.6 A7.6 A7.6 <br /> ' 12�� Safe Streets <br /> D <br /> � ' Supportive <br /> �_ ____ ___ __ _ . __ __ (OVERHANG PER ROOF PLAN) __ _ � <br /> _ _- -- Housing <br /> '� ' /-`�NEOPRENE ' ' <br /> i /�� � CLOSURE BY METAL � � � <br /> 6200 12th Dr. SE <br /> \ � Everett, WA 98203 <br /> , � / ' � <br /> i ;�\; ' ROOFING MFR <br /> �� �y�� � ��, , 12„ <br /> � � _, �� � � <br /> `� I \\ \ � �\, �� \�-__--BASE OF SADDLE FLASHING TO �807 r�� <br /> ;����� � <br /> � ,, „ � / RE,,��ST��ED <br /> �����\\ ��� SEE DET. 131A7.4 FORi I� \ MATCH ADJACENT ROOF SLOPE /��(��- T <br /> � �'11i�s�3����7 `-� <br /> � � � � � � �/ <br /> � ��� ��� NOTES W COMMON ! i <br /> _\ \\\\ \�_ __, � ' � � • <br /> ' \ \ �,\�\ , . <br /> � ���� 2 V'dlLLtt��}�. Sit�CE <br /> � � ��� � � , �� ��, , ��� �� � ' Saddle Flashin Insi rner <br /> �.��, ��,,, � de Co <br /> \\ ,__, \ STATE Or�1r�StiI�VGTO�N� <br /> � ���� A7.6 Not to Scale <br /> � � � . <br /> „ , , <br /> � ,__ , ,, <br /> �� , , <br /> , ,,, <br /> �, . , , � <br /> � � <br /> �� �� ��,_ � <br /> �\ _____��� � ' \ <br /> �, -_,, � ,_� �_ ` _,\___�� , _ .(OVERHANG PER ROOF PLAN) _ _ <br /> \ � �� __, _ _\ ' � _ �� -_ -- - -_ _-----_ _ . _ <br /> / <br /> __ � , \ \ \ Roof Details <br /> �� ��, , , , ,. <br /> �� � <br /> ------- ���� , � , <br /> _ � \ �\ � �� � <br /> --- � � <br /> � ,___ <br /> - � � � , I ,� �� � � <br /> , -� --, � <br /> �� A� �� �, ,_�� �� � � � �� � <br /> � , � �__ � �� �\ �_, _ ti: <br /> � �,_, � <br /> i �\ ` � � -- ------------------- <br /> , ,_, � <br /> � � � ,_ . <br /> �� <br /> � <br /> __ � ,. � ,_ ��� , � <br /> � �� ,., ,� � � <br /> � � � (q/\����� ���� �\� �_ ' <br /> _ _ �� � � � <br /> � �_ � �� ��, � <br /> - -- ------ <br /> ---------- <br /> ----- -- <br /> . / BLOCKING PER STRUCT. � RF���) � � � \ � �� - <br /> ���� DWGS Wl(3)1 112"W X 1 1/2" ,____-- ��� � I , �\ \\�� <br /> \� � � � � r ��� _ DEEP'V'CUTS FOR ROOF � ��� �� ��� � � � � � � <br /> / \\ �_ � � � ��\ ,__�_ ' --------------------- - . <br /> � � � � � �� ��\� � ;' <br /> � 2„ VENTILATION I \\ BLOCKING PER STRUCT. � �\ � <br /> / � ` � <br /> ��' ��� ����f� � � , �� DWGS W/(3) 1 1l2"W X 1 ����� ����� � � � � � <br /> � i <br /> � � � �� 1l2"DEEP'V'CUTS FOR j �� � �' � � � � I � <br /> �_ ���� �� � � ' �� �(A/ ��� � � � �� <br /> ,__ �� I ROOF VENTILATION= � � <br /> , � <br /> RF��� = , ��\ �� � _ _ _ _ Date <br /> � , �� \� � ,, ��\�� ��_,��,, \ ���� �, 4„ _ _ 26_January.2018 <br /> � - � <br /> , � � , <br /> � ,_ ;' ' , `�\ ��\ �����\ ��~� ;� Permit & Construction Set <br /> � ��\� � , RIGIDINSULATION� , --___-_ _--_--- __- -_ _- - <br /> � � �� ��� , �� � <br /> � � �� � �� ������� ��� �� � �--`� 1X10 OVER 5I4X12 Revisions °-� <br /> � _ - - - - <br /> � -- ---- <br /> � ;I � � <br /> � �� / <br /> S \ \ � �� , / FIBER-CEMENT FASCIA 28 July 2017 Bldg. Permit Submittal <br /> � <br /> � h ��� <br /> � , _ _ _ <br /> I � � \ � <br /> , , �� <br /> , T.O. PLATE ————— _ T.O. PLATE ---- - \'`�\ \ :�'`l/�X�;�'�>! \� ___ _ <br /> � �S I , <br /> _ <br /> � � � <br /> �-�-- - --------- - ----- -- ------ -- --- - - -- - - � - � , �� ."— -- - - � ' �,,, , _ \_ _ ��, 9 28 Sept.2017 Addendum#1 <br /> ��— \ <br /> PER STAIR SECTIONS) � �� � ���� ����� � � __.- � (PER STAIR SECTIONS) � T ��� � � � � <br /> I <br /> � - �' __� -- �� � � �� �`� �` _ U _ <br /> � � � �� ,� "� , 1 I �� �� <br /> 2 06 Oct.2017 Addend m#2 <br /> k � - <br /> -� � -� ,-�� I �� � � _, <br /> 1 , , 3 16 Oct. 2017 Permit Corrections <br /> , � `, \ a�_ � _ _ <br /> - _ � �� ,, � --- <br /> -:- <br /> - � -- j :,� � <br /> � �� � � / � � ; "' �� �� � � i 6 J <br /> , <br /> -- , <br /> 4 2 an. 2018 Permit Corrections <br /> - � <br /> __, � � �- � �� , � � � _ - � - <br /> n � � � - ��� 1 <br /> _ �, _� � � ., <br /> 1 � <br /> COMPOSITE FRAMING SUPPORT 1 � FLUID-APPLIED WRB LAPPED _ - ��\ \� �r, <br /> 1 <br /> SYSTEM GIRT W/METAL'Z'FURRING�� ' / --% OVER TOP OF TOP PLATE FOR ��� � \\'��� ', ,� Drawn by: <br /> ,, _ _, , \-=- AIR BARRIER CONTINUITY--= I --•• \ ' ', <br /> � <br /> CC/SC/MM °- <br /> I ��-_-- � � ��� �� � � <br /> - � N;� � , <br /> � <br /> �, ������ ;� -��� COMPOSITE FRAMING t�� - : �� �� ""��2�" i �� ,, --------- Checked by (P.M.): <br /> _� � , � � t��� _ <br /> SUPPORT SYSTEM GIRT � ��� �� <br /> � - -- <br /> � ' ���� � � CC <br /> �� � /�-�,,� � W/1"METAL'Z'FURRING� i�'-� � k �� �I� � � � '- \ --- - -- -__ - �- �- <br /> � __- �� � � � <br /> , � <br /> ���� ���� �-_.______ j� � � � � � � 6 <br /> ���, �� � �,��� ` ��,;:.�� � � <br /> -__� �-__' � SEE DET.5/A7.4 FOR j " � " -_- - ------- _Checked by(Q.C.)_ <br /> r <br /> . <br /> _ __ � <br /> , _ _--- -- -_ _ __ <br /> � �--,I �� ��� � ; N sEro iN coMMON i� ����. ,' ��, $ BS/MM <br /> � �� � � �� ;� _ Project No. <br /> ' � , . ---- _ <br /> ; <br /> _ _ --- - <br /> - , , <br /> j- - ` I � <br /> � 16-029A <br /> ' � �. - -_ _ _ _ _ _ - - <br /> N I <br /> 9 Peak Detail @ Rafters 5 Ea�e Detail @ Rafters <br /> A7.6 Scale: 3" = 1'-0" A7.6 Scal�: 3" = 1'-0" A7 . 6 �� <br /> � �� <br />