|
s
<br /> �
<br /> � 1 2 � 3 � 4 � 5
<br /> 3�, �„ 30'-0°GARAGE ADDITION � '
<br /> � �
<br /> ��
<br /> �: ��DRILL AND EPDXY(2)#4 6AR 1'-10 1/2"� 3'-3" 24'-10 1/2° :,_. �X'
<br /> MIN 6"ENBEDMENT INTO `�'
<br /> �.
<br /> EXIST.STEMWALL&EXST, . _ _ _
<br /> FTNG ALLOW MIN OF 8°
<br /> EXPOSED FOR EMBEDMENT �
<br /> INTO NEW FOOTING i � 3 4 x 8 F#2 ' � � ,_____ , � ' ' ' ARCHITECTURAL DESIGN
<br /> ,-, - - - -a �- �- - - - - - - - - -- - - - - - - - - - - - - -n - -« - - �-------_- �____ - _ ---- ---- ---- �---�---! --- ---- --- -------- -- -, E ASSOCIATES, PS
<br /> --- ---- ---- ---- --- --
<br /> E r------�--- , . - - ---------- ---- --
<br /> -- _� - � -----------------�,------,--�--.------------------.-- -----�--------�-� I � � ---�---- ----
<br /> �------ -
<br /> � , �-- - --t.;- - - - - - - - - - - - - — ^ - - � =' = - - - - -� - - - - � � T � 2221EverettAvenue
<br /> i - �1- - - a � ,i ( � i i i i i i �
<br /> ��i i / � � � a � a a i i � i i i i i i � i SUlte #201
<br /> ;-�° Q � a � � ,, � �, I ; I � I � Everett, WA. 98201
<br /> i ; ° 4 ° a `'a � i � i i Ph , 425 259.0661
<br /> � , � a � a � �I � I � I ; r � � � � � � � � � F�x` 42� 25���9�.1�F`
<br /> j � � � � � ° G n � I I I � I I � � ��-���'�; �,r"��.x.=�,���� ��
<br /> , ; ° a � a � ° _, '� i , I ;
<br /> � � aQa I � I � �
<br /> i � � � d G a ° hQ a ° d v � I I � I I I � � I I I I �
<br /> i i a � n, a � a � � i � i i i � i
<br /> 1 �
<br /> � ; � � a o � a ° a � � °5 � � �� I , � PREMAUNUFACTURED �-�
<br /> ,
<br /> i i � J 6 :, a � a ; i ) i �IZ i ��' �'� v��� ���I`' SCISSOR ROOF i i i i `r �� t�"
<br /> I � I �
<br /> ; � � U a a ° �� ° a a � I I ; �J� (1-�� ��I�'����� � � TRUSSES @ 24" O.C. ``' ��� ,��;
<br /> i �'�=�
<br /> � � a !_1 v a � I �I I �,� � �� `�M
<br /> I a a 4
<br /> ii a a � a a SLAB-O -GRA4�� � I i � ----- ----� � i i I I i i i i i I __.""�- L�� .
<br /> �� � -, r � � e�, � -5�=-
<br /> -------, r----] i � 4 CONC. SLAB ON a a � a � i � _ i i i ; � � � � � � �� � ���
<br /> � � � � �l " COMPACTE BASE-3/4° �, ° a �J „ � I v - - -�— � , � �,
<br /> � i i a , o � a a SCORES S SHOWN ° a � � N � i N �,.._---
<br /> p i i '��' ° �, SI�OPE MIN 1/8"=1'-0° � i ( i i� i i i i I i i i i i i I p
<br /> i i � � a � � � i i ( � � �
<br /> i ' ° � � ° � i ` i i These plans are the
<br /> � I a a Ll c � � � � `-� �
<br /> n � � � � °p o J � ° ( I � '---- ' N copyrighted material
<br /> i �---- � � � . a° a � -----� i' i i i i I , i i i i i i � of ARCHITECTURAL
<br /> , � I _
<br /> DRILL AND EPDXY(2)#4 BAR ? i � � � a d a L ° J a �;� ' ( i ' I � � � DESIGN ASSOCIATES,
<br /> MIN 6"ENBEDMENT � � � " o ° i I i � , , I �* P.S. any plans that do
<br /> ; � ° � a � a ° ,, Q I I , i, i i i i - ; i i i � � � 0 not bear an architect's
<br /> INTO EXIST.STEMWALL& i i � a i
<br /> EXST.FTNGALLOWMINOFB" � � o ° � a � Q o � , � , � � stamp signed in blue
<br /> ' � � ° � � U � � � � �----� � I � ink are unauthorized
<br /> EXPOSED FOR EMBF�6��--� a a /
<br /> � � o � ° o o=� � -i � � � i i i ' � - � i i i i i copies and may be in
<br /> INTO NEW FOOTING � � ,b a � � ' I � �
<br /> i � a �l �
<br /> �
<br /> , ,� ,, o, , �4„ � � � � I i violation of copyright
<br /> � ; 4 � � ° � � o � ( � � I - - � � laws.
<br /> i � a '
<br /> j � � � i I � I I � � � I � I I I i I
<br /> ,
<br /> ' � � � � �: � � — � ~ �6" n I , I
<br /> , , / i � � a a � a r ii i
<br /> � r- - - - - - - - - - - - - - - "— =�- - - - - � - - - - - - - - - - - - � ------�---J ---- -- �
<br /> ---------i-�--1--J a � � 6 a ,� � -----____ =__-
<br /> -- _-- - --- ,, _ � '_ - - _ Z
<br /> _ _ -' _ 0
<br /> --------- ~
<br /> ----------- —— - -
<br /> ---------1--- - - - - - - - - - - -� - - - - �, - - - - - - - - -- � - - - 3 4x8 F#2 1 5-118 13-12G B16F , ,
<br /> � �
<br /> \ — — — — H
<br /> � �
<br /> C - - � — � 0 � Z
<br /> � �--� �
<br /> 1'-101/2" 3'-3" 1'-9" 16'-3° 6'-101/2° �-
<br /> 30'-0"GARAGE ADDITION Q �
<br /> 30'-0° LLI 0 �
<br /> � � o
<br /> 1 GARAGE FOUNDATION PLAN 1 ROOF FRAMING PLAN � � �
<br /> ��4 = �-o ��4 _ �-o Q o
<br /> c.�
<br /> �
<br /> FOUNDATION NOTES:
<br /> • MUD-SILL PT. 2X6 w/%$"�x10"ANCHOR BOLTS @ Z4" o.c. w/GALV. 3"x3"x%4" ROOF VENT CALCU�ATIONS
<br /> PLATE WASHER ROOF AREA UNIT 1 =708 S.F. ROOF VENTILATION ;
<br /> • IF ACTUAL CONDITIONS ARE DIFFERENT THAN NOTED OR SHOWN CONTACT
<br /> CONTRACTOR OR ARCHITECTURAL DESIGN ASSOC. PROVIDED @ EAVE OR CORNICE W
<br /> 708 x 144 �
<br /> • MUD-SILL IS BOLTED TO CONCRETE w/ANCHOR BOLTS SPACED NO MORE =340 S.I.REQUIRED � �
<br /> THAN 48"o.c. 300 • PROVIDE VENT OPNG'S w/ CORROSION- RESISTANT WIRE MESH, MIN 1/8" `o �
<br /> B • ALL SECTIONS ARE TYPICAL&SHOULD BE USED AT ALL SIMILAR LOCATIONS (25)(3)1 1/2"dia.VENT BLK'S.(5.31 SQ.IN.) = 133 SQ.IN. TO 3/4" MAX OPNG. � �
<br /> . ALL ISOLATED PADS TO BE REINFORCED w/ #4 @ 8"o.c. E.W.3" FROM BTM. PROTECT ENTRANCE OF RAIN &SNOW � �
<br /> OF FOOTING (3)12"X12"ROOF JACK @ 108 S.I.EA. =324 SQ. IN. ' �
<br /> • AREA/300 PER 80% REQUIRED VENTING @ UPPER PORTION OF SPACE TO � oZS z
<br /> • A L L F O O T I N G S T O B E A R @ M I N. 1 8 B E L O W G R A D E O N N A T I V E S O I L(N O �
<br /> FILL) TOTAL PROVIDED-N.F.V.A.=457 S.I. • BE VENTED(MIN 3 FT ABV EAVE � � Q
<br /> • OR CORNICE BALANCE PROVIDED @ EAVE OR CORNICEMIN 1" CLEAR @ B � � �
<br /> • NSULATION &ROQF SHEATHING. � �
<br /> � Q
<br /> TRUSS NOTES: v =
<br /> �
<br /> ROOF CONSTRUCTION: �
<br /> SHALL CARRY MANUF. OR ENGINEERS STAMP o
<br /> • SHALL BE INSTALLED AND BRACED TO MANUFACTURER SPECIFICATIONS. �-
<br /> • ARCHITECTURAL COMP. ROOFING. INSTALL PER MANUFACTURE R'S . SHALL NOT BE FIELD ALTERED WITHOUT PRIOR BUILDING DEPARTMENT
<br /> • SPECIFICATIONS. VERIFY STYLE, COLOR AND ENGINEER'S APPROVAL
<br /> • SHA�L HAVE DESIGN DETAILS AND DRAWINGS ON SITE FOR FRAMING
<br /> ROOF FRAMING OVER FRAMING : ( SHOWN SHADED ) INSPECTION
<br /> • AR�HITECTURAL COMP. ROOFING, INSTALL PER MANUFACTURER Date:
<br /> A • w/ 2x4 HF #2 @ 24" O.C. (SPANS < 8' ) SPECIFICATIONS,VERIFY STYLE W/OWNER
<br /> • w/ 2x8HF #2@24" O.C. ( SPANS8' < 12' ) -
<br /> • w/ 2x10 HF #Z @ 24" O.C. ( SPANS > 12' )
<br /> A
<br /> ■
<br /> � � � � opyng t 016 /
<br /> 1 HRCHITECTURAL DESIGN ASSOCIATES,P.S.
<br />
|