|
. 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 />
|