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AT FIELD }t�D SHEATH NG S E AT FIELD � » 1235 SUITE 101AVE. <br /> - - - - - - - - - J� SMEATHING <br /> � � WALL SI�EA�HING � SIMPSON A34 CLIP � EA PLAN FOR NAILING , - <br /> '�\1, � ' �� � i �j � I� SEE �'L�4N � KICKER W/ (4) #10x2" �, o OLYMPIA, WA 98506 <br /> /� � � � J�'�1 i ( / I SIMPSON A34 CLIP � O ;� Z' 360 754-9339 <br /> � i I / I! � WOOD SCREWS TO SLEEPER 2 10d's � 6" O.C. <br /> � � / EA KICKER W/ (4) � � � � <br /> i � WALL SHEATHING � � � ( / k C� -� 2x BLaCKING � cv � <br /> � � I X I � - � II � � ` � � AWNING SUPPORTS � 1 2 DF 2x6 SLEEPER #10x2 WOOD SCREWS �� F 360 352-2044 <br /> /�� i � ( � �� SEE PLAN � �i I {� � E I , L- # TO SLEEPER CQNT 2x6 � � <br /> � � ) � � � � � ,i 16d s TO MATCH 1 ATfACH TO RAFTER » BOTTOM PLATE <br /> I I / � �I (2) 16d s TO MATCH EDGE NAI�. --� , _ _ _ � EDGE NAILING BELOW W/ (1) Y4 �x43Z (2) y4"�x�" SDS <br /> � � » � ' � � -- � ROOF SHEATHING www.mc2-inC.COm <br /> � �(2) #9x3 WOOD� SICa S EDGE NAILING � �j - SIMPSON SDS SCREWS SCREWS � 16 O.C. <br /> i � <br /> � � � 16" O.C. INTO ��T D� II � -� - - - - - - - - -- - - � 12" O.C. <br /> i � , #2 DF 2x10 LEDGER INTO RAFTER '• SEE PLAN <br /> - - - - --- -- --- --- - _ _ -- - 1 <br /> . . , -- -__- -- --_.___ <br /> i i I �1 � � I; � � ____-- --- -- � ------- <br /> � i W/ (3) Y4 �x�i SIMPSON <br /> � � 2x4 LEDGER W/ (2) � � �� SDS SCREWS A35's � 48" O.C. � EDGE NAIL ROOF SHEATHING CONT 2x6 LSTA24 STRAP <br /> i Od's � 16" O.C. - -�� EDGE NAIL 2 10d's SLEEPER 2x1 Q SUB- <br /> - - - - - - - - - - - - � � RAFTER PER PLAN HEADER/BEAM PER PIAN t ) SEE PLAN t�D EA JOIST W . <br /> � _ _ _ _ _ _ _ _ _ _ _ _ _ 3�" GWB W/ TYPE S OR W A SOh�E LQCATIONS � 6" O.C. FASCIA TO <br /> DRYWALL SCREWS � 4" O.C> ¢ <br /> 1�" GWB W TYPE S OR W #2 DF 2x10 FASCIA EDGES & 4" O.C. FIELD Jz" DENS-GLASS PER PLAN FLUSH BEAM MATCH PLATE � <br /> �RYWALL SCREWS � 4" O.C. #2 DF 2x4's SIMPSON � SHEATHING PER PLAN JOIST PER PLAN <br /> EDGES & 4" O.C. FIELD � 24" �.C. LUS28 HANGER � 2x6 STUD WALL <br /> v - <br /> EDGE NAIL <br /> 10 ENTRY WALL 7 AWNING DETAIL 4 PARAPET/ KICKER DETAIL ,� PARAPET/ KICKER DETAIL <br /> 1/2 - 1 -0 1(2' = 1'-0" 1" = 1'-0" 3/4" = 1'-0" <br /> CONT #2 DF DBL • <br /> � 2x6 TOP PLATES — }c�" SHEATHING o <br /> � _ <br /> �i <br /> ���� i/ � ' \� #2 DF 2x6's C� ki" DENS-GLASS SHEATHING � <br /> ii ,� � � � �� 16" O.C. � o <br /> ii � � � � � N <br /> i <br /> 2x BACKING W +I w <br /> il� ,� I I � �� � J�" SHEATHING � � <br /> �� i I I \� � , (2) 10d's � EA STUD � <br /> ; <br /> �/// /� � � \� \� 2 DF 2x6's � 16" O.C. " J�Z" SHEATHING <br /> � EXISTING # #2 DF Zx4 � 16 O.C. I <br /> ii// ,� � � - = - _ - -�� �� MANSARD TO BEVELED PLATE <br /> � =z=- - - - - - -- +�=__- ��`^ � \Q REMAIN 1�" PLY OR �iys" OSB NAI� <br /> i , ( � // \\ � � o W/ 8d's � 6" O.C. AT <br /> ,� �i � � // \\ �� O � ' EDGES & 12" O.C. 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INT� �S�S � � i�i ( � � �� PLAN FOR NAILING <br /> � R A F f E R S P E�2 P�A N M A Y ( ( � 2x4 LEDGER W/ (2) � 1 6 d's T O �I��T C H E D G E N A I L i N G EDGE NAIL ROOF SHEATHING I F A C A D E B Y O T H E R S <br /> NAILING I ( � �I � 10d s � 16 O.C. � ��� <br /> RUN OPPOSITE'��It�C�TION ( I � - EDGE NAI L. S E E P L A N <br /> RAFfERS I � - � I � � � ^ _-_ - 2 DF 2x10 LEDGER - --- - <br /> _ EDGE NAIL �r- # ----- -- � � .,� <br /> - - <br /> » " 2 DF 2x6 ��` � <br /> • W/ (2) Y4 x� SDS # <br /> PER PLAN � L _ _ _ _ _ _ _ _ _ _ � �� ; SCREWS � 16" O.C. . ; '-`'---#2 DF 2x10 LEDGER � <br /> � INTO EA STUD Rq�-ER - W/ (2) Y4"�x�" SDS q,� <br /> #2 DF 2x4's � 24" O.C. HEADER/ BEAM PER PLAN SIMPSON LUS28 PER PLAN `# SCREWS C�D 16" O.C. 7� <br /> #2 DF 2x10 }�" GWB W/ TYPE S OR W HANGER � EA RAFTER � <br /> FASCIA DRYWAL� SCREWS � 4" O.C. EDGE �dAIL - � RAFTER PER PLAN INTO EA STUD � W <br /> SIMPSON EDGES & 4" O.C. FIELD }�" GWB W/ TYPE S OR W �� � <br /> o � <br /> LUS28 DRYWALL SCREWS � �" O.G SIMPSON LUS28 I � � � <br /> HANGER lYP EDGES & 4� O.C. FlELD � O �' U <br /> � EA RAFfER <br /> Q � � � <br /> � � � � <br /> ENTRY AT CORNER Q ENTRY WALL 5 PARAPET/ KICKER DETAIL 2 PARAPET/ ROOF RAFTERS .,� a� � o � <br /> 1 1 1�2�� _ 1'-Q" V 1/2" = 1'-0" 1" = 1`-0" 1„ = 1'-0° �n �-i � � � a <br /> � � <br /> a�i �--i � a� eL' x � <br /> � - o � � ' � ,� <br /> ROOF SHEATHING SEE PLAN SIMPSON STRAP v O U � W � � <br /> � » SEE PLANS FOR SIZE SOLE PLATE � Q o � � � � <br /> CONT RIM JOIST A35 s � 24 O.C. AND LOCATION <br /> � <br /> c�r� �i a`_ O � W �°, <br /> EDGE NAIL <br /> °. BUILT UP 2x FOR PARAPEf <br /> RAFfERS PER PLAN � <br /> \� .o° ROOF SHEATHING (2� ROWS 16d's C�D 24» O.C. �9ne y RE <br /> � EXISTING <br /> � - <br /> � � s M SEE PLAN brawn By <br /> \ � �� MANSARD #2 DF 2x4 s � 16 CEILING JOISTS -- --- , PANEL EDGE NAILING LMG <br /> � � TO REMAIN O.C. OR #2 DF BEYOND RIM JOIST ; <br /> VERIFY OR PROVIDE: � � � � . » •o° i cnea�ea ey <br /> � � „ <br /> \ � 2x6 s � 16 O.C. ROOF RAFTERS - MS <br /> � 1�Z PLY OR �6 � � EXISTING MANSARD � \� SEE PLAN FOR -- ; CONT RIM JOIST �ate <br /> � OSB. NAIL W/ 8d ! \ � TRUSSES TO REAMIN � � •o' SIZE & SPACING 06-29-18 <br /> COMMONS � 6 1 � - _ _ - - .�� � � -- - <br /> O.C. EDGES & 12" i \ \ -- -1/�� � �� - — - - - ; <br /> O.C. FIELD ( \ // �� � � WALL SHEATHING SEE PLAN 1 SIMPSON H1 OR H2.5A ! <br /> , � � // \\ �� �� EDGE NAIL � f�I I�1 k � EA RAFf'ER <br /> �� � \ /// \\\ \ � i <br /> II \ � � �� ir �� � �� � — � •o: �PEo w s z9 <br /> I ' ' � `�i1� �9 <br /> \V // � � I X� ' � G ��c� � <br /> i i � 7� DBL BLOCKING NEXT • � �� _ � <br /> EXISTING ROOF � � �� - --�- -��- ='��- i / 70 RIM JOIST � ��• a PANEL EDGE NAILING � - � <br /> � � - ���-� - - � TYP RIM JOIST <br /> SHEATHING � - - - <br /> � � ( / � � STRAP LOCATIONS `� <br /> � � � � V � � �' I ( / ; ' I CONT. DBL TOP PLATE � <br /> � � / / i / I OPENING 'o• � 5 _ . <br /> � � /� / I ✓/ J I 2 DF 2x6 .090���j20' LO tltiti �e- <br /> � � DBL TOP PI.ATE <br /> � � � � � � ,� EDGE NAIL 'o # " �SS�ONAL E \ <br /> }— STUDS � 16 O.C. <br /> � � I \ i , — 06-29-18 <br /> EXISTING ROOF \/ � - - - - - - - - - -- - -I ' <br /> FRAMING <br /> - 2x BLOCKING SHEAR WALL SHEATH{NG <br /> � /\ � }'�" GWB W� TYPE S OR W FOR MINIMUM STUD SEE PLAN P�o�e�t N�mbe� <br /> DRYWALL SCREWS � 4" O.C. REQUIREMENTS SEE PLAN 18313 <br /> � � EDGES & 4" 0.�. FIELD WALL FRAMING -� <br /> _J_,/l� Sheet Number <br /> V 53.2 <br /> � 12 NEW ROOF AT EXISTING MANSARD g AWNING DET�41L 6 FLOOR STRAP TIE 3 ROOF JOIST T0� WALL <br /> � 3/4 = 1 -0 1/2 - 1 -0 1 - 1'-0" 1" = 1'-0" 6 Of 7 <br /> � � <br />